HomeMy WebLinkAbout25-31P USA Hauling and Recycling CNG Fueling Station 1
TOWN OF SOUTH WINDSOR CHECKLIST
REQUIRED INFORMATION FOR SITE PLANS
APPLICANT_____________________________________________________________
PROJECT NAME_________________________________________________________
This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information
is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate.
Check mark for each item supplied.
_____ 1. On each sheet for plans or maps, title block with the following information:
_____ a. Name, address, email address, and telephone of applicant
_____ b. Name, address, email address, and telephone of Land Surveyor or
Professional Engineer
_____ c. Name of Development
_____ d. Date when drawings were made
_____ 2. Key Map: An overall map drawn to a scale of 1 inch equaling either 100 feet
or 200 feet. This map will show the overall design of the Development and
surrounding property within 500 feet.
_____ a. Data block which gives needed zoning information such as percentage of
lot coverage, acreage of tract, number of apartment units, parking
requirements, etc.
_____ b. Outline of buildings
_____ c. Layout of streets
_____ d. Surrounding property boundaries within 500 feet
_____ e. Names of abutting property owners
_____ f. Proposed open spaces and recreation areas
_____ g. Driveway cuts on abutting properties and any properties across from
proposed site
_____ h. Distance to and name of nearest intersection street
MR South Windsor Properties, LLC.
USA Hauling & Recycling - CNG Fueling Station
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_____ 3. Architectural Elevations: See attached checklist for Architecture and Design
Review.
_____ 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch
equaling 40 feet on either of the following size sheets: (1) 24" x 36" with a
3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the
following data:
_____ a. Distance and bearings of all boundary lines and acreage of site. Iron pins
required at all property angle points and shown on map.
_____ b. Proposed streets and street lines with center line station, curve data, and
parking spaces
_____ c. Building lines in accordance with zoning regulations
_____ d. Proposed buildings and other structures, including signs, outside lighting,
and dumpsters (on concrete pad and screened)
_____ e. Easements, noting grantors, grantees, and purpose must be shown in
table format, e.g. below
Grantor Grantee Type of
Easement
Date Filed Vol/Pg
_____ f. Names of abutting property owners
_____ g. Monuments will be indicated at corners and angles of all streets and at all
points of curvature and tangency. The monumented points within
proposed site shall be coordinated. These coordinates shall appear in
tabular form on the plot plan. The accessibility of these CGS points shall
be determined by the Town Engineer.
_____ h. All open space or other common or public land uses shall be indicated.
_____ i. A-2 certification; P.E./L.S. Seal
_____ 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not
exceeding 24 inches by 36 inches, including ruled margins shall in addition to
the requirements of the plot plans show the following:
_____ a. All existing and proposed buildings
_____ b. Curb Lines and pavement width, sidewalks
_____ c. Existing and proposed sanitary sewers
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_____ d. Existing and proposed water and all existing utilities
_____ e. Present wooded area indicated by foliage lines. Any trees to be saved
should be shown.
_____ f. Existing and proposed contours shall be shown in not less than two-foot
intervals, but in cases of relatively level land, the contours shall be one-
foot intervals and spot elevations.
_____ g. Regulated wetlands and 100-year floodplain or note that none are
present
_____ h. Proposed storm drainage system, showing all catch basins, endwalls,
manholes, lengths and sizes of pipes and elevations of structures.
(Maximum distance between catch basins shall be 300 feet and minimum
size of storm drain lines shall be 15 inches, within Town ROW.) If
plan/profile sheet is provided all of this does not need to be shown. Only
top of frame elevations and inverts of open discharge pipe shall be shown
on this plan.
_____ i. Connections of all springs into proposed storm drainage system as
needed
_____ j. Location and indications of existing brook channels, and 100-year flood
limits
_____ k. A-2 & T-2 Certification; P.E & L.S. Seals
_____ 6. Landscaping plan
_____ 7. Drainage calculations: Zero Runoff Increase per attached guidelines
_____ 8. Traffic Report
_____ 9. Site Lighting Plan
_____ 10. Plans and Profiles: A plan and profile of the proposed streets drawn on
plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet
vertically on sheets not exceeding 24 inches by 36 inches, including ruled
margins and containing the following:
_____ a. Layout of streets in sections coordinated by stations with the profile
_____ b. Street plan showing roadways, drainage, sanitary sewer (including house
sewer), foundation drains, lot lines, buildings including all utilities with
elevations (top frame and inverts), size, type, length, slopes of pipes
.
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_____ c. Sight line at driveway & street intersections
_____ d. Profile of roadway showing existing and finished grades. Roadway profile
will show all tangent grade and all vertical curve information.
_____ e. Profile will show all catch basins and all drainage lines between catch
basins with all invert and top of frame elevations, sizes, lengths, and
slopes of pipes.
_____ f. Where any storm drainage line discharges into an existing brook
sufficient profile of this brook will be shown to determine conditions.
_____ g. CGS datum shall be used on all sites accessible to these controls. The
Town Engineer shall, based on standard engineering practices, determine
the accessibility of these controls.
_____ h. Profiles shall show all sanitary sewer lines and manholes, including
elevations (inverts, top of frame), sizes, lengths, and slopes of pipes.
Top of foundation elevations for building shall be shown.
_____ 11. Open Space Site Improvement Plans: For sites which require or include a
provision for open spaces, a plan which contains data for site improvement
may be required. This map shall be drawn to a scale of 1 inch equals 40
feet.
_____ 12. Sanitary Report: Where individual sanitary sewage disposal systems are
proposed, the final plans shall include a Sanitary Report certified by a
Professional Engineer. The report shall demonstrate the feasibility of the
proposed individual systems.
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PLAN PREPARER (P.E./L.S.) DATE
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Print Name
W:\Planning Admin\Forms\Check Lists\Site Plan Checklist.doc
February 2002; Rev. 4-04
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7/8/2025
Mark M. Zessin
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Project Narrative:
The project site is an existing recycling facility located on the east side of Nutmeg Road North.
The site contains three properties (570, 600 and 602 Nutmeg Road) with a combined 13.01 acres
and is in the Industrial Zone. The applicant is proposing to install a natural gas fueling facility
along with other site improvements including a new entrance to the facility and the conversion
of a stormwater basin to underground storage.
The proposed natural gas fueling facility contains a duplex compressor, transformer and dryer
along with associated equipment and lighting on concrete pads surrounded by concrete bollards.
The fueling site is detailed in the attached CNG Fueling Station plans (by others). Also attached
are photos representing the proposed facility and the proposed concrete barrier fueling area
along the associated parking spaces. The area of the proposed underground storage will be used
for material storage and equipment maneuvering in support of the applicant’s cu rrent business
operations.
There will be no increase of traffic or parking for the site with this proposal. The number of
parking spaces provided is the same total number of spaces as currently exist on the three
properties. The vehicles utilizing the site will also remain unchanged with the proposed
improvements. Parking calculations were performed using the Town regulations along with the
employee counts for the site. A total of 60 spaces are required for the three properties and the
total existing (& proposed) spaces are approximately 117 which are provided on the three
combined properties.
RELEVANT CODES AND STANDARDSABBREVIATIONSACASPHALTIC CONCRETEAFGABOVE FINISHED GRADEAHJAUTHORITYHAVING JURISDICTIONATSAUTOMATIC TRANSFER SWITCHBCWBARE COPPER WIREBLDGBUILDINGCL CENTER LINECNGCOMPRESSED NATURAL GASCOMPCOMPRESSORCONCCONCRETECMUCONCRETE MASONRY UNITCONTCONTINUOUSCU FTCUBIC FEETCRINDCARD READER INSIDE DISPENSERCSCARBON STEELDIA OR ØDIAMETERDEPTDEPARTMENTDWGDRAWING(E)EXISTINGEAEACHELEV OR ELELEVATIONEQEQUALENCLENCLOSUREESDEMERGENCY SHUT DOWNEXISTEXISTING(F)FUTUREFGFINISH GRADEFHFIRE HYDRANTFIGFIGUREFOCFACE OF CURBFPFUEL POST (TIME FILLED)FSSPFUEL SYSTEM SUPPORT PANELFXFIRE EXTINGUISHERGALVGALVANIZEDGNDGROUNDGRCGALVANIZED RIGID CONDUITHCHANDICAPHPHORSE POWERHORIZHORIZONTALMAWPMAXIMUM ALLOWABLE WORKING PRESSUREMAXMAXIMUMMCCMOTOR CONTROL CABINETMCP MASTER CONTROL PANELMINMINIMUMMSAMETER SET ASSEMBLY (GAS UTILITY)MSBMASTER SWITCH BOARDMTRMOTORMTSMANUAL TRANSFER SWITCH(N)NEWN/ANOT APPLICABLENGVNATURAL GAS VEHICLENTSNOT TO SCALENONUMBEROCON CENTERPLPLATEPOCPOINT OF CONNECTIONPBPUSH BUTTONREFREFERENCEREINFREINFORCEMENT(RR)REMOVE AND REPLACESCHSCHEDULESECSECTIONSIMSIMILARSPRSPRINKLEREDSQSQUARESFSQUARE FEETSSSTAINLESS STEELSTDSTANDARDTHKTHICKTHRUTHROUGHTOCTOP OF CURBXFMRTRANSFORMERTYPTYPICALUNOUNLESS NOTED OTHERWISEVERTVERTICALGENERAL NOTESTHE WORK SHALL CONFORM TO THE MOST RECENT EDITION OF THEFOLLOWING CODES AND STANDARDS AS SUPPLEMENTED, AMENDED,OR OTHERWISE MODIFIED BY LOCAL REQUIREMENTS:2021 INTERNATIONAL BUILDING 2021 INTERNATIONAL PLUMBING 2020 NATIONAL ELECTRICAL CODE 2021 INTERNATIONAL MECHANICAL CODE NFPA52 VEHICULAR FUEL SYSTEMS CODE 2023IN THE EVENT OF A CONFLICT BETWEEN DRAWINGS, WRITTENSPECIFICATIONS, AND/OR REFERENCED STANDARDS, THE MOSTSTRINGENT SHALL GOVERN.PROJECT DESCRIPTIONNOTE: THE TERM "CONTRACTOR" OR "CONTRACTORS" AS USED INTHESE GENERAL NOTES SHALL REFER TO THE PRIME CONTRACTOR AND ALL SUB-CONTRACTORS.1. THIS SET OF CONSTRUCTION DOCUMENTS COVERS THE CNGSYSTEM IMPROVEMENTS ONLY AND MAY NOT SHOW ALLEXISTING SITE IMPROVEMENTS FOR THE FACILITY.2. THE CONTRACTORS SHALL PRESERVE AND MAINTAIN ACCESSTO EXISTING EXITS AND MAKE EVERY EFFORT TO MINIMIZEDISRUPTIONS TO EXISTING OPERATIONS AT ALL TIMES DURINGCONSTRUCTION.3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYINGTHAT ALL MATERIALS, LABOR, INSTALLATION, FABRICATION,ETC. SHALL CONFORM TO ALL CODES AND REGULATIONS OFAPPLICABLE GOVERNING AGENCIES.4. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SITECONDITIONS PRIOR TO COMMENCING ANY WORK. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OFANY DISCREPANCY CONTAINED WITHIN THESE CONSTRUCTIONDOCUMENTS WHICH ARE RELATED TO THE CONTRACTOR'SSCOPE OF WORK. SHOULD AN ERROR APPEAR IN THESECONSTRUCTION DOCUMENTS OR RELATED WORK PERFORMEDBY OTHER CONTRACTORS AFFECTING THE CONTRACTOR'SSCOPE OF WORK, THE CONTRACTOR SHALL NOTIFY THEENGINEER AT ONCE FOR INSTRUCTIONS AS TO THEPROCEDURE FOR CONTINUATION OF WORK. SHOULD THECONTRACTOR PROCEED WITH WORK AFTER IDENTIFYINGSUCH A CONFLICT WITHOUT OBTAINING INSTRUCTIONS FROMTHE ENGINEER, THE CONTRACTOR SHALL ASSUME THE FULLRESPONSIBILITY FOR ALL REMEDIAL WORK NECESSARY TOSATISFY THE REQUIREMENTS OF THESE CONSTRUCTIONDOCUMENTS AND THE APPLICABLE BUILDING CODES.5. THE CONTRACTOR SHALL REFER TO THE BID DRAWINGS ANDWRITTEN TECHNICAL SPECIFICATIONS - IF ANY - FORADDITIONAL INFORMATION AND REQUIREMENTS WHICH AREHEREBY INCORPORATED INTO THE PROJECT REQUIREMENTSBY REFERENCE.6. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS WITHTHOSE SHOWN ON THE DRAWINGS AND PROMPTLY REPORTANY DISCREPANCIES TO THE ENGINEER. VERIFY EXISTINGCONDITIONS WITHIN THE WORK AREA AND REVIEWMODIFICATIONS REQUIRED TO SUIT EXISTING CONDITIONSPRIOR TO FABRICATION AND INSTALLATION OF NEW WORK ORMODIFICATIONS TO EXISTING CONDITIONS.7. THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A CLEAN,ORDERLY CONDITION, FREE OF DEBRIS AND LITTER. EACHCONTRACTOR SHALL, IMMEDIATELY UPON COMPLETION OFEACH PHASE OF HIS WORK, REMOVE ALL TRASH AND DEBRISTHAT RESULTS FROM THE PERFORMANCE OF HIS WORK.8. CONSTRUCTION MATERIALS STORED ON THE SITE SHALL BEPROPERLY STACKED AND PROTECTED TO PREVENT DAMAGEAND DETERIORATION UNTIL USED. FAILURE TO PROTECTMATERIALS MAY BE CAUSE FOR REJECTION OF WORK.9. THE CONTRACTOR SHALL PROTECT NEW AND EXISTINGFINISHES AND CONSTRUCTION FROM DAMAGE THAT MAYOCCUR DURING CONSTRUCTION. DAMAGE TO NEW AND/OREXISTING FINISHES AND CONSTRUCTION SHALL BE REPAIREDOR REPLACED (THE OWNER'S DECISION) WITH IDENTICALMATERIAL AT THE CONTRACTOR'S EXPENSE.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDINGTHE OWNER WITH ACCURATE "AS-BUILT" RECORD DRAWINGSAT THE COMPLETION OF CONSTRUCTION. RECORDDRAWINGS WILL BE MADE BY "RED-LINING" FORMALCONSTRUCTION DRAWINGS TO IDENTIFY ANY AND ALLCHANGES WHICH MAY HAVE BEEN MADE IN THE FIELD.11. ALL WORK SHOWN ON THESE DRAWINGS SHALL BECONSTRUED AS BEING NEW WORK AND PART OF THISCONTRACT UNLESS NOTED BEING EXISTING OR OTHERWISE.12. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL POLLUTANTDISCHARGE ELIMINATION SYSTEM (NPDES) AND LOCALJURISDICTION STORM WATER POLLUTION PREVENTION (SWPP)RULES AND REGULATIONS PRIOR TO THE COMMENCEMENT OFANY WORK AND DURING ANY CONSTRUCTION ACTIVITIES.13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATIONOF ALL DIMENSIONS, MATERIALS & QUANTITIES AS PART OFTHE CIVIL, STRUCTURAL, MECHANICAL, P&ID AND ELECTRICALPLANS. NO EXCEPTIONS.14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ACOMPLETE SET OF CONSTRUCTION PLANS TO ALLSUB-CONTRACTORS DISCIPLINES FOR REFERENCE AND USE.15.THE CONTRACTOR SHALL BE RESPONSIBLE FORRE-ESTABLISHING ALL DAMAGED OR DISTURBED TEMPORARYAND PERMANENT BENCH MARKS AT THEIR OWN EXPENSE.NOT TO SCALEVICINITY MAPFLOOD MAP:09003C0378F EFFECTIVE: 9/26/2008REDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UNAUTHORIZED USE, REPRODUCTI ON, PUBLI CATION, DISTRIBUTION OR SAL E IN WHOLE OR IN PART, IS STRICTLY FORBI DDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
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30% DESIGN REVIEW12/5/2024A PBPROJECT DESCRIPTION: INSTALLATION OF COMPRESSED NATURAL GAS VEHICLEFUELING STATION WITH ASSOCIATED CONTROLS EQUIPMENT PADS, CONNECTINGPIPING, ELECTRICAL, SAFETY SYSTEMS, AND OTHER MINOR SITE WORK AT THEPROJECT SITE LISTED ABOVE.SITENOT TO SCALENOT TO SCALEFEMA MAPSITEZONE: XNFPA70 NATIONAL ELECTRICAL CODE (NEC) AS ADOPTED BY THELOCAL AUTHORITY HAVING JURISDICTIONASME B31.3 PROCESS PIPING CODE 2020C:\Users\arturo.moreno\Clean Energy Fuels Corp\Engineering Design - Projects\USA Hauling\03. Drawings\Sheet Set (CAD Plan Set)\C0.0-COVER SHEET.dwg12/5/202412/6/2024 4:36:54 PM2024/12/06USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
COVER SHEET
21330.00PBMLCS.130% REVIEW SETNOT FOR CONSTRUCTIONCNG FUELING STATIONUSA HAULING & RECYCLING600 NUTMEG ROAD NORTH SOUTH WINDSOR, CT 06074PROJECT TEAMOWNER (S)PROJECT CONTACT(S)USA HAULING & RECYCLING555 TAYLOR RDENFIELD, CT 06082(860)746-3200CLEAN ENERGYTREY CLIMER4675 MACARTHUR COURT SUITE 300NEWPORT BEACH, CA 92660(317)460-1885APN: 65100600 (PID: 5386)ZONING: IPOCCUPANCY: IND/COMMLAND CLASS: ITYPE OF CONSTRUCTION: II-BAUTHORITY HAVING JURISDICTION: TOWN OF SOUTH WINDSOR, CTENGINEER OF RECORDATTN: MATTHEW W LOSER, PE, LEED APVALLEY CIVIL DESIGN GROUP, LLC3333 MICHELSON SUITE 300IRVINE, CA 92612(949) 398-1338Sheet List TableSheet NumberSheet TitleGENERALCS.1COVER SHEETG0.0GENERAL NOTES BUILDINGG0.1CODE COMPLIANCE TABLESC0.1GENERAL ARRANGEMENT & ELEVATIONS FASTFILLCIVILC1.0SITE PLANPIPINGP0.0PIPING NOTESP1.0PIPING & INSTRUMENTATION DIAGRAMP1.1PIPING & INSTRUMENTATION SCHEDULEELECTRICALE0.0ELECTRICAL NOTESE1.0SINGLE LINE DIAGRAM
REDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UNAUTHORIZED USE, REPRODUCTI ON, PUBLI CATION, DISTRIBUTION OR SAL E IN WHOLE OR IN PART, IS STRICTLY FORBI DDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
30% DESIGN REVIEW12/5/2024A PB
C:\Users\arturo.moreno\Clean Energy Fuels Corp\Engineering Design - Projects\USA Hauling\03. Drawings\Sheet Set (CAD Plan Set)\C0.0-COVER SHEET.dwg12/5/202412/6/2024 4:36:55 PM2024/12/06USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
GENERAL NOTES BUILDING
21330.00PBMLG0.0LOCATION OF CONCRETESTRENGTH, psiTYPE3500*FOOTINGSSLAB ON GRADEMISCELLANEOUS3500*3500*HARD ROCKHARD ROCKHARD ROCKGENERAL NOTES1.1SUMMARYA.THE CONTRACTOR SHALL PERFORM ALL WORK REQUIRED FOR THE CONSTRUCTION OF THE COMPRESSEDNATURAL GAS (CNG) FUELING FACILITY AND RELATED STRUCTURES TO BE CONSTRUCTED HEREUNDER ASNECESSARY TO MAKE A COMPLETE AND WORKING INSTALLATION, EXCEPT FOR WORK SPECIFICALLYEXCLUDED.B.ALL PHASES OF THE PROJECT SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THESESPECIFICATIONS AND THE APPROVED CONSTRUCTION DRAWINGS. IF THERE IS ANY CONFLICT BETWEENTHIS DOCUMENT AND THE DRAWINGS, THE DRAWING(S) SHALL GOVERN AND THE ENGINEER SHALL BENOTIFIED.C.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL THE REQUIRED PERMITS (I.E. BLDG. &SAFETY, PLUMBING, ELECTRICAL, PRESSURE VESSEL, FIRE DEPARTMENT FEES, CERTIFICATE OFOPERATION OR PERMIT TO OPERATE), AND SHALL ENSURE THAT CITY LICENSES AND TAXES ARE CURRENTAS REQUIRED FOR THE PROJECT, EXCEPT AS NOTED IN THIS SPECIFICATION AND CONTRACT DOCUMENTS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING FOR ALL REQUIRED INSPECTIONS AT THEAPPROPRIATE STAGES OF CONSTRUCTION. IF ANY OF THE CONTRACTOR'S WORK FAILS ANY INSPECTION,THE CONTRACTOR SHALL TAKE THE APPROPRIATE MEASURES TO CORRECT ANY DEFICIENCY AT NOEXPENSE TO CLEAN ENERGY.E.THE CONTRACTOR'S WORK SHALL CONFORM TO ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONSOF THE STATE, COUNTY, AND CITY INVOLVED. APPROVED DRAWINGS AND PERMITS SHALL NOT BECONSTRUED AS LICENSE TO CONSTRUCT WORK NOT CONFORMING WITH THE GOVERNING CODES ANDSHALL NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE GOVERNING CODES, PLANS, ANDSPECIFICATIONS.F.THE CONTRACTOR SHALL CHECK THE ACCURACY OF ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION.NOTIFY ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES.1.2 MATERIALSA.THE CONTRACTOR SHALL HANDLE AND INSTALL ALL MATERIAL AND EQUIPMENT IN ACCORDANCE WITHMANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS IN THESE CONSTRUCTIONSPECIFICATIONS.B.CLEAN ENERGY SHALL PROVIDE THE CONTRACTOR WITH MAJOR EQUIPMENT ASSEMBLIES LISTED AS "CLEANENERGY FURNISHED" IN THIS SPECIFICATION OR THE DRAWINGS. CLEAN ENERGY FURNISHED EQUIPMENTAND MATERIAL WILL BE DELIVERED TO THE JOB SITE BY CLEAN ENERGY AND THE CONTRACTOR SHALL BERESPONSIBLE FOR UNLOADING AND PROPERLY STORING THEM ON THE CONSTRUCTION SITE TO ENSURE NODAMAGE IS DONE TO EQUIPMENT OR MATERIAL (I.E. RAIN, VANDALISM, ETC). ON-SITE STORAGE LOCATION(S)SHALL BE COORDINATED WITH CLEAN ENERGY AND/OR THE CLIENT.1.3 MATERIAL HANDLING AND STORAGED.AFTER RECEIPT OF CLEAN ENERGY FURNISHED MATERIALS BY THE CONTRACTOR, ANY SHORTAGES OFAND/OR DAMAGES TO THE MATERIALS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THECONTRACTOR SHALL BE FINANCIALLY ACCOUNTABLE FOR SUCH SHORTAGES, ERRORS, OR DAMAGES.E.THE CONTRACTOR SHALL BE FINANCIALLY ACCOUNTABLE FOR LOST OR STOLEN CLEAN ENERGY FURNISHEDEQUIPMENT.F.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER STORAGE AND HANDLING OF ALL CLEAN ENERGYFURNISHED EQUIPMENT AND MATERIAL UNTIL THE INSTALLATION IS ACCEPTED BY CLEAN ENERGY'SREPRESENTATIVE.G.THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAULING AWAY ALL UNUSED CONTRACTOR SUPPLIEDMATERIALS, WASTE, AND SPOILS. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE DAILYAND DISPOSED OF IN A LEGAL MANNER.H.ALL UNUSED CLEAN ENERGY SUPPLIED MATERIAL SHALL BE RETURNED TO CLEAN ENERGY UPONCOMPLETION OF CONSTRUCTION.1.4USE OF SITE, TEMPORARY UTILITIES AND INSPECTIONSA.THE CONTRACTOR'S ACTIVITIES SHALL BE RESTRICTED TO THE DESIGNATED CONSTRUCTION SITE ANDSTORAGE AREAS DURING EXECUTION OF THIS WORK.B.PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN APPROVAL FROM CLEAN ENERGY'SREPRESENTATIVE FOR ON-SITE DIRT REMOVAL OR STOCK PILING TO INSURE MINIMUM DISRUPTION OFEXISTING SITE OPERATION.C.THE CONTRACTOR SHALL PROVIDE ALL REQUIRED TEMPORARY FACILITIES INCLUDING SANITARY FACILITIES,HAND WASHING, AND TELEPHONES.D.EVERY REQUEST FOR INSPECTION SHALL REQUIRE A FORTY-EIGHT (48) HOUR ADVANCE NOTICE BEFORESUCH INSPECTION IS DESIRED.1.5START-UP PROCEDURESA.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY TEMPORARY CLEARANCES TO RELEASE GAS ANDELECTRICAL SERVICE FOR START-UP. THIS WILL NOT INCLUDE FINAL INSPECTION BY AGENCIES WHICHREQUIRE A CERTIFICATE TO OPERATE.B.THE CONTRACTOR SHALL NOTIFY CLEAN ENERGY'S PROJECT MANAGER A MINIMUM OF THREE (3) WEEKSBEFORE THE DATE THE SYSTEM CAN BE STARTED SO AS TO COORDINATE START-UP WITH THE EQUIPMENTVENDOR(S) AND/OR APPROVED REPRESENTATIVES.C.THE CONTRACTOR SHALL HAVE QUALIFIED ELECTRICAL AND MECHANICAL REPRESENTATIVES PRESENTDURING START-UP TO MAKE ANY NECESSARY REPAIRS IN THE EVENT OF LEAKS OR FAILURES.D.A PRELIMINARY WALK-THROUGH SHALL BE MADE AFTER START-UP WITH CLEAN ENERGY REPRESENTATIVES.THE ITEMS ON THE PUNCH LIST DEVELOPED DURING THIS WALK-THROUGH SHALL BE COMPLETED WITHINTEN (10) WORKING DAYS.E.FINAL WALK-THROUGH SHALL BE CONDUCTED WITH THE CLEAN ENERGY PROJECT MANAGER, ENGINEER ORTHEIR AUTHORIZED REPRESENTATIVE, AND THE CONTRACTOR TO SIGN OFF THE COMPLETION OF THEPUNCH LIST ITEMS. ALL ITEMS SHALL BE COMPLETED AND SIGNED OFF BEFORE RETENTION MONEY WILL BEPAID TO THE CONTRACTOR1.6 INSTALLATIONA.THE CONTRACTOR SHALL CHECK THE ACCURACY OF FOUNDATION LOCATIONS, ELEVATIONSM LOCATIONAND PROJECTION OF ALL ANCHOR BOLTS AND EMBEDDED ITEMS. CLEAN ENERGY WILL REQUIRE 24 HOURSNOTICE FOR INSPECTION OF THE CONTRACTOR'S WORK.1.7 DRAWINGSA.FINAL INTERPRETATION OF ALL DRAWINGS WILL BE BY CLEAN ENERGY, IN CONSULTATION WITH THEENGINEER, AND CLEAN ENERGY'S DECISION WILL BE FINAL.B.TWO COMPLETE SETS OF "APPROVED FOR CONSTRUCTION" DRAWINGS WILL BE PROVIDED TO THE THECONTRACTOR FIVE (5) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION.C. ALL DRAWINGS PREPARED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE ENGINEER OF RECORDFOR APPROVAL PRIOR TO ADMITTING DRAWINGS INTO THE CONSTRUCTION DRAWING SET.D.UPON SUBSTANTIAL COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL MARK-UP ONE (1) COPY OF"APPROVED FOR CONSTRUCTION" DRAWINGS TO AS-BUILT CONDITIONS. AS-BUILT DRAWINGS SHALL SHOWALL SIGNIFICANT CHANGES, DIMENSIONS (INCLUDING DEPTH), AND RELATIVE POINTS OF REFERENCE. THESEALTERED DRAWINGS SHALL BE SUBMITTED TO CLEAN ENERGY WITHIN TWO (2) WEEKS (TEN (10) WORKINGDAYS) AFTER COMPLETION OF CONSTRUCTION. RETENTION RELEASE IS CONTINGENT UPON RECEIVINGACCURATE AS-BUILT DRAWINGS.1.8MISCELLANEOUS EQUIPMENTA.THE CONTRACTOR SHALL PROVIDE MASTER LOCK, PADLOCKS, HI VIS, ALUMINUM, PRO SERIES PICKRESISTANT 5 PIN LOCKING MECHANISM WITH 2 KEYS AT LOCATIONS SPECIFIED. ALL GATES, PANELS ANDDOORS SHALL INCLUDE A BLACK MASTER LOCK, GRAINGER #4RD90 THAT IS KEYED TO 10G504. ALL SAFETYRELIEF VALVES SHALL INCLUDE A RED MASTER LOCK, GRAINGER #4RD94 THAT IS KEYED TO 10G502.1.9 DESIGN PARAMETERSA.THIS PROJECT HAS BEEN DESIGNED PER CODES INDICATED ON SHEET C3.0.B.OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS,UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE ENGINEER WHEN DRAWINGS BYOTHERS SHOW OPENINGS, POCKETS, ETC. LARGER THAN 6" NOT SHOWN ON THE DRAWINGS, BUT WHICHARE LOCATED IN STRUCTURAL MEMBERS.C.ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST REVISION.D.DESIGN LOADS: SEE STRUCTURAL DETAILS, SHEET C3.0E.WIND ANALYSIS PER ASCE. SEE STRUCTURAL DETAILS SHEET C3.0F.SEISMIC ANALYSIS PER ASCE UTILIZING THE EQUIVALENT LATERAL FORCE ANALYSISSEE STRUCTURAL DETAILS ON SHEET C3.0CONCRETEA. THE CONTRACTOR SHALL NOT MAKE ANY CONCRETE POURS WITHOUT FIRST NOTIFYING CLEAN ENERGY.B. IF FOUNDATION SLABS AND FOOTINGS ARE POURED PRIOR TO TRENCHING FOR PIPING AND ELECTRICAL, SLEEVES ARE REQUIRED UNDER BLOCK WALL FOOTINGS OR EQUIPMENT FOUNDATIONS FOR ALL PROPOSED GAS PIPING OR ELECTRICAL CONDUITS PASSING UNDER FOOTINGS OR FOUNDATIONS.C. CEMENT SHALL MEET IBC STANDARDS FOR PORTLAND CEMENT & BLENDED HYDRAULIC CEMENTS.D. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH REQUIREMENTS OF IBCSTANDARDS. BATCH TICKETS WILL BE RETURNED TO CLEAN ENERGY.E.REINFORCED CONCRETE IS DESIGNED BY THE "ULTIMATE STRENGTH DESIGN METHOD".F.CONCRETE NORMAL WEIGHT IS 150 PCF. UNLESS NOTED OTHERWISE.G.CONCRETE MIXING OPERATION, ETC. SHALL CONFORM TO ASTM C94.H.CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND SHALL BEAR THE WETSEAL OF A CIVIL ENGINEER, LICENSED IN THE STATE THE PROJECT IS LOCATED, FOR REVIEW BY THEENGINEER. THE MIX DESIGNS SHALL STATE THE PROJECT NAME AND THE INTENDED USAGE OF THECONCRETE.I.SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTH AND TYPES:*DESIGN STRENGTH = 3000 psi* PER TABLE 19.3.1.1 ACI-318-14 - CONCRETE MIX SHALL BE DESIGNED FOR EXPOSURE CLASSES F0, S0, P0 AND C0.J.PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE V IN CONTACT WITH SOIL AND TYPE IIELSEWHERE. CEMENT SHALL HAVE AN EQUIVALENT ALKALINE CONTENT LESS THAN 0.6%.K.AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTMC33. AGGREGATE SHALL BE NON-REACTIVEL.FLY ASH OR POZZOLANS, IF USED, SHALL CONFORM WITH ASTM C618. USAGE SHALL NOT EXCEED 15PERCENT BY WEIGHT OF THE TOTAL OF CEMENTITIOUS MATERIALS. POZZOLANS USED TO MITIGATE THEEFFECT OF SULFATE CONTAINING SOILS SHALL BE DETERMINED BY TEST OR SERVICE RECORD.M.PLACEMENT OF CONCRETE SHALL CONFORM TO SECTION 1905 OF THE BUILDING CODE.O.ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL-SECURED INPOSITION PRIOR TO PLACING CONCRETE.P.MECHANICAL PIPES AND ELECTRICAL CONDUITS WHICH PASS THROUGH SLAB ON GRADE, DO NOT REQUIRESLEEVES, UNLESS OTHERWISE NOTED. IF SLEEVES ARE REQUIRED, INSTALL SLEEVES BEFORE PLACINGCONCRETE. DO NOT CUT ANY REINFORCING WHICH MAY INTERFERE WITH SLEEVE PLACEMENT. CORINGOPENINGS IN CONCRETE IS NOT PERMITTED. NOTIFY THE ENGINEER IN ADVANCE OF CONDITIONS NOTSHOWN ON THE STRUCTURAL DRAWINGS.Q.CONTRACTOR SHALL SUBMIT MINIMUM OF TWO COPIES OF REBAR SHOP DRAWINGS SHOWING ALL BENDS,LAPS, HOOKS AND CHAINS REQUIRED FOR THE PROPER CONSTRUCTING OF THE REINFORCING ON PLANS.R.ALL CONCRETE SLABS WILL BE A SMOOTH TROWEL FINISH ON ALL CURB FACES AND EDGES WITH BROOMFINISH ON ALL FLAT SURFACES EXCEPT WHEN MATCHING EXISTING CONCRETE SURFACES. ALL SLABFINISHES SHALL BE FREE OF STAINS, DISCOLORATION, VOIDS, CRACKS, OR SURFACE DISCONTINUITIES. IFANY OF THESE CONDITIONS EXIST, CLEAN ENERGY WILL REQUIRE THE CONTRACTOR TO REPLACE THE SLAB.THE CONTRACTOR SHALL VERIFY WITH CLEAN ENERGY WHICH TYPE OF BROOM FINISH WHICH WILL BEACCEPTABLE.REINFORCING STEELA.REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF BUILDING CODE AND ASTM 615 OR ASTMA706 GRADE 60.B.BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCINGBAR BENDS SHALL BE MADE COLD.C.REINFORCING BAR SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTAL BARSAT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS.D.ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACEINSPECTION IS MADE.E.REBARS IN SLABS SHALL BE SECURELY SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVEDMETAL CHAIRS, PRIOR TO PLACING CONCRETE.F.REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE ACI 318 AND ACI 530 MANUALS.G.MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED PRIOR TO PLACEMENT OF CONCRETE.H.CONCRETE PROTECTION FOR REINFORCEMENTMIN COVER (INCHES)a.CONCRETE CAST AGAINST AND PERMANENTLYEXPOSED TO EARTH:3b.CONCRETE EXPOSED TO EARTH OR WEATHER:#6 THROUGH NO. 18 BARS2#5 BAR, W31 OR D31 WIRE AND SMALLER 112c.CONCRETE NOT EXPOSED TO WEATHER OR INCONTACT WITH GROUND:SLABS, WALLS, JOISTS:#14. AND #18 BARS112#11 BAR AND SMALLER34BEAMS, COLUMNS:PRIMARY REINFORCEMENT, TIES,STIRRUPS, AND SPIRALS112I.DEVELOPMENT AND SPLICES OF REINFORCEMENT SHALL CONFORM TO ACI 318, CHAPTER 12 FOR CONCRETE AND ACI 530 FOR MASONRY. FOR CONCRETE, SEE PLANS AND DETAILS.MASONRYA.MASONRY MATERIALS SHALL BE STORED SO THAT AT THE TIME OF USE THE MATERIALS ARE CLEAN ANDSTRUCTURALLY SUITABLE FOR THE INTENDED USE.B.SURFACES TO BE IN CONTACT WITH MASONRY GROUT OR MORTAR SHALL BE CLEAN AND FREE OFDELETERIOUS MATERIALS.C.MASONRY DESIGN SHALL BE PER ACI 530, LATEST CODE EDITIOND.ALL MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH F`M=1500 psi.E.ALL MORTAR SHALL BE TYPE S, PROPORTIONED BY VOLUME ACCORDING TO ASTM C270. MORTAR SHALLHAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH = 1800 psi.F.ALL GROUT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2000 psi, AND SHALL BEPROPORTIONED BY VOLUME ACCORDING TO ASTM C476.G.ALL MASONRY UNITS SHALL BE MEDIUM WEIGHT ASTM C90, GRADE N, TYPE 1 UNITS, UNLESS NOTEDOTHERWISE.H.CEMENT SHALL BE AS SPECIFIED FOR CONCRETE.I.PROVIDE A MINIMUM OF 1/2" GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS.J.ALL DEFORMED REINFORCING BAR SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THEREINFORCEMENT SECTION OF THESE GENERAL NOTES.K.ALL HORIZONTAL AND VERTICAL LAP SPLICES SHALL BE IN CONFORMANCE WITH SECTION 2107.5 OF THECURRENT BUILDING CODE, UNLESS NOTED OTHERWISE.L.CELLS SHALL BE IN VERTICAL ALIGNMENT. ALL VERTICAL MASONRY WALL REINFORCING SHALL BECENTERED IN THE WALL, LAPPED WITH BARS DOWELED INTO THE FOOTINGS AND GROUTED SOLID, UNLESSNOTED OTHERWISE.M.ALL MASONRY WALLS SHALL HAVE A CONTINUOUSLY GROUTED BOND BEAM WITH (1) #4 BAR AT THE TOPAND BOTTOM OF THE WALL, UNLESS NOTED OTHERWISE. PROVIDE BENT CORNER BARS AT ALLINTERSECTIONS PER TYPICAL DETAILS.N.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING LATERAL BRACING ADEQUATE TO RESISTTEMPORARY LOADS, WIND LOADS, AND SEISMIC LOADS DURING CONSTRUCTION.O.SEE TYPICAL DETAILS FOR ADDITIONAL REINFORCING REQUIRED AT WALL PENETRATIONS, TERMINATIONS,OPENINGS, AND CONTROL JOINTS.P.ALL MIX DESIGNS SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND SHALL BEAR THE WETSEAL OF A LICENSED CIVIL ENGINEER AND SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURALENGINEER. THE DESIGNS FOR EACH TYPE OF MASONRY STRENGTH SPECIFIED SHALL STATE THE PROJECTNAME AND LOCATION OF USAGE.Q.FOR GROUT LIFT CONSTRUCTION, REFER TO ACI 530.1, PART 3, SECTION 3.5D.R.MECHANICAL PIPES AND ELECTRICAL CONDUITS WHICH PASS THROUGH MASONRY WALLS DO NOT REQUIRESLEEVES, UNLESS OTHERWISE INDICATED IN THE PROJECTS SPECIFICATIONS, MECHANICAL OR ELECTRICALDRAWINGS. IF SLEEVES ARE REQUIRED, INSTALL SLEEVES BEFORE GROUTING. DO NOT CUT ANYREINFORCING WHICH MAY INTERFERE WITH SLEEVE PLACEMENT. CORING OPENING IN GROUTED MASONRYIS NOT PERMITTED. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THESTRUCTURAL DRAWINGS. NO PIPES OR ELECTRICAL CONDUIT SHALL PASS THROUGH MASONRY LINTELSUNLESS SPECIFICALLY DETAILED.S.ALL SOLID AND HOLLOW MASONRY UNITS SHALL BE CLEAN AND ALL DUST AND DIRT REMOVED FROM THESURFACE. ALL EXPOSED FACES OF ANY WALL SHOWING GROUT SPOTTING OR JOINT MORTAR PROJECTIONSHALL BE WIRE BRUSHED AND/OR TOOLED CLEANED TO ENSURE A UNIFORM APPEARANCE.EARTHWORK AND FOUNDATION DESIGNA.FOLLOWING EARTHWORK AND FOUNDATION DESIGN SHALL BE PER GEOTECHNICAL ENGINEERING REPORT;SITE PREPARATION, EARTH EXCAVATION, SITE BACKFILL, FOUNDATION BACKFILL, WEATHER EXPOSURECONTROL, FOUNDATION DESIGN, ETC.B. EXCAVATION SHALL BE PERFORMED AT SPECIFIED LOCATIONS AS REQUIRED PER APPROVED DRAWINGS.ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED NATURAL EARTH OR ON PREPARED SUBGRADE, PERTHE GEOTECHNICAL ENGINEERING REPORT OR COMPACTED TO 95% PROCTOR.C. THE CONTRACTOR SHALL NOTIFY CLEAN ENERGY IN WRITING FOR ANY POTENTIAL TRENCHING DEVIATIONFROM APPROVED PLANS OR EXCAVATING PROBLEMS PRIOR TO START OF CONSTRUCTION. NEGLIGENCESHALL NOT CONSTITUTE A CHANGE ORDER.D. ANY MATERIALS USED FOR BACKFILL SHALL BE CLEAN AND FREE OF ALL DEBRIS (WOOD SCRAPS, WELDINGROD, PIPE SCRAPS, OR OTHER DELETERIOUS SUBSTANCES). NO LUMPS OR ROCK LARGER THAN 4 INCHES INDIAMETER ARE ALLOWED WITHIN TWELVE (12) INCHES OF ANY FOUNDATION. BACKFILL MATERIAL SHALL BEAS PER GEOTECHNICAL REPORT.E.ALL BACKFILL UNDER FOUNDATIONS AND SLABS SHALL BE COMPACTED TO A MINIMUM OF 95% MODIFIEDPROCTOR AT THE OPTIMUM MOISTURE CONTENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTOF OBTAINING A COMPACTION REPORT AND SUBMITTING THE RESULT TO THE CLEAN ENERGY.F.ALL TRENCHES FOR GAS PIPES SHALL HAVE A MINIMUM COVER OF EIGHTEEN (18) INCHES ABOVE THE TOPOF PIPE (OR SLEEVE) FROM FINISH GRADE. A MINIMUM OF TWELVE (12) INCHES OF SAND SHALL BEPROVIDED BELOW THE PIPE AND SIX (6) INCHES ABOVE THE PIPE.G.ALL TRENCHES FOR ELECTRICAL CONDUITS SHALL HAVE A MINIMUM COVER OF TWENTY-FOUR (24) INCHESABOVE THE TOP OF CONDUIT FROM FINISH GRADE. BACKFILL SHALL BE CLEAN NATURAL SOIL UNLESSOTHERWISE SPECIFIED.H.EXPANSIVE SOILS SHALL REQUIRE THAT ELECTRICAL CONDUIT(S) TRENCHES BE FILLED WITH SAND AMINIMUM SIX (6) INCHES ABOVE THE TOP OF CONDUIT.I.SLURRY BACKFILL MAY BE USED AT THE CONTRACTOR'S EXPENSE INSTEAD OF SOIL FOR BACKFILL TOEXPEDITE COMPLETION OF TRENCHES WITH CLEAN ENERGY'S PRIOR WRITTEN APPROVAL.J.EXISTING ASPHALT SHALL BE SAWCUT TO ALLOW PLACEMENT OF FOOTINGS AND SLABS. ASPHALT SHALL BEPATCHED TO MATCH THE EXISTING ORIGINAL GRADE. THE CONTRACTOR SHALL ENSURE THAT PATCHEDAREAS DO NOT POND. ALL SURFACES, BOTH VERTICAL AND HORIZONTAL, TO RECEIVE ASPHALT PATCHINGSHALL HAVE AN ACCEPTABLE BONDING AGENT, SUCH AS SS1 OR AR4000, APPLIED PRIOR TO APPLICATIONOF ASPHALT.K.THE CONTRACTOR SHALL PROTECT OPEN TRENCHES OR EXCAVATIONS FROM WATER RUN OFF OR RAIN.THE CONTRACTOR SHALL ANTICIPATE AND BE PREPARED TO AVOID ANY DELAYS DUE TO WATERINFILTRATION OR RAIN.L.THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL CONTAMINATED SOILS, HAZARDOUS WASTE, AND / OROTHER MATERIALS DUE TO CONTRACTOR'S WORK AT CONTRACTOR'S EXPENSE. PACKAGE AND TRANSPORTALL HAZARDOUS MATERIALS TO AN APPROVAL WASTE FACILITY. THE CONTRACTOR SHALL COMPLY WITHALL FEDERAL, STATE, AND LOCAL RULES, REGULATIONS, AND REQUIREMENTS AND SHALL BE RESPONSIBLEFOR THE HAZARDOUS WASTE MANIFEST SHIPPING FROM THE POINT OF GENERATION, THROUGHTRANSPORTATION, TO THE FINAL APPROVED TREATMENT, STORAGE, AND DISPOSAL FACILITY. M.THE CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING AND EARTHWORK OPERATIONS FORFILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IFANY SUCH STRUCTURES ARE FOUND, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY.N.FOOTINGS ARE DESIGNED BASED ON THE FOLLOWING INFORMATION:ALLOWABLE BEARING* = 1,500 PSF*VALUES MAY BE INCREASED BY 1/3 FOR WIND OR SEISMIC LOAD CASES.FOOTINGS SHALL BEAR ON FIRM NATURAL SOILS. MINIMUM DEPTH OF FOOTINGS BELOW LOWEST ADJACENTFINAL GRADE SHALL BE 18"; MINIMUM WIDTH OF FOOTING SHALL BE 18", UNLESS NOTED OTHERWISE ONPLAN OR IN SOILS REPORT.O.CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING AND SHORINGREQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING,SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES INACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.P.EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR OR ENGINEER PRIOR TO PLACINGTHE CONCRETE AND REINFORCING. CONTRACTOR TO NOTIFY THE INSPECTOR WHEN INSPECTION OFEXCAVATION IS READY.Q.ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLSBEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTORS SHALL BRACE ORPROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORSARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FORDESIGN, PERMITS AND INSTALLATION OF SUCH BRACING.R.FOUNDATIONS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN ON DRAWINGS. SHOULDSOIL ENCOUNTERED AT THESE DEPTHS NOT BE APPROVED BY THE INSPECTOR OR ENGINEER, FOUNDATIONELEVATIONS WILL BE ALTERED BY CHANGE ORDER.S.FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN THE BUILDING PERIMETER SHALL BEMECHANICALLY COMPACTED IN LAYERS IN ACCORDANCE WITH THE SOILS REPORT AND APPROVED BY THEENGINEER. FLOODING WILL NOT BE PERMITTED. ALL FILLS USED TO SUPPORT FOUNDATIONS SHALL BEINSPECTED BY THE ENGINEER REPRESENTATIVE.T.SLABS ON GRADE SHALL BE SUPPORTED ON COMPACTED FILL AS PER THE RECOMMENDATIONS OF THESOILS REPORT.STRUCTURAL STEEL1.STRUCTURAL STEEL SHALL BE DESIGNED, DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THEAISC 'SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS' AND 'CODE OF STANDARD PRACTICE FOR STEELBUILDINGS AND BRIDGES'.2.MATERIALS:WIDE FLANGEASTM A992 G50ANGLES, CHANNELS, PLATES AND BARSASTM A36PIPESASTM 53 GR B, Fy=35ksiHSS SECTIONSASTM A500 GR B, Fy=46ksiBOLTSASTM A325NANCHOR BOLTSASTM F1554, UNO.3.STRUCTURAL STEEL SURFACES THAT ARE NOT EXPOSED TO WEATHER SHALL BE LEFT UNPAINTED.4.WELDED JOINTS SHALL CONFORM TO THE PREQUALIFIED JOINT DETAILS AS INDICATED IN THE STRUCTURALWELDING CODE (AWS D1.1) BY THE AMERICAN WELDING SOCIETY. WELDS SHALL BE MADE USING A FILLERMETAL HAVING 70 KSI MINIMUM TENSILE STRENGTH, FILLER METAL SHALL HAVE A MINIMUM CHARPYV-NOTCH TOUGHNESS OF 20 FT-LBS AT 0 DEGREES FAHRENHEIT, UNLESS NOTED OTHERWISE.5.WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WELD SIZE SHALL BEAISC MINIMUM UNLESS A LARGER SIZE IS NOTED.6.WELDING TESTS AND INSPECTIONS, SEE SPECIFICATIONS.7.PAINT PRIME OR GALVANIZE EXPOSED STEEL.POST INSTALLED ANCHORS1.EXPANSION AND SCREW ANCHORS SHALL BE IN CONFORMANCE WITH ACI 318, APPENDIX D AND ICC-ESACCEPTANCE CRITERIA AC 193.2.ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS.3.HOLES DRILLED INTO REINFORCED CONCRETE SHALL NOT DAMAGE OR CUT EXISTING REINFORCING STEEL.HOLES DRILLED INTO PRE-STRESSED OR POST-TENSIONED CONCRETE SHALL HAVE A CLEARANCE OF 1"MINIMUM FROM TENDONS. LOCATE EXISTING TENDONS USING NON-DESTRUCTIVE METHODS PRIOR TODRILLING.4.EPOXY ADHESIVE USED FOR SETTING DOWELS AND ANCHORS SHALL BE IN CONFORMANCE WITH ACI318APPENDIX D AND ICC-ES ACCEPTANCE CRITERIA AC 308.5.ANCHORS OR DOWELS EMBEDDED IN EPOXY SHALL BE INSTALLED PER THE MANUFACTURER'SINSTRUCTIONS.6.HOLES RECEIVING EPOXIED ANCHORS SHALL BE CLEAN AND FREE OF DUST PRIOR TO APPLYING EPOXYADHESIVE.7.EPOXY ANCHORS SHALL NOT BE INSTALLED IN THE UNDERSIDE OF FLOORS OR ROOFS.8.EXPANSION AND EPOXY ANCHORS SHALL BE AS NOTED ON PLANS.9.APPROVED ANCHORING METHODS ARE TO BE USED FOR ANCHORING EQUIPMENT AS SPECIFIED ONDRAWINGS. CLEAN ENERGY AND ENGINEER SHALL BE NOTIFIED AND CONSULTED FOR ANY REQUIREDCORRECTION METHODS FOR MISPLACED BOLTS OR ANCHORS.
TYPEPERIODIC SPECIALINSPECTION1.INSPECTION OF REINFORCINGSTEEL, INCLUDING PRESTRESSINGTENDONS, AND PLACEMENT.2.REINFORCING BAR WELDING:a.VERIFY WELDABILITY OFREINFORCING BARS OTHERTHEN ASTM A 706;b.INSPECT SINGLE-PASS FILLETWELDS, MAXIMUM 516"; ANDc.INSPECT ALL OTHER WELDS.3.INSPECT ANCHORS CAST IN CONCRETE.4.INSPECT ANCHORSPOST-INSTALLED IN HARDENEDCONCRETE MEMBERS.a.ADHESIVE ANCHORSINSTALLED IN HORIZONTALLYOR UPWARDLY INCLINEORIENTATION TO RESISTSUSTAINED TENSION LOADS.b.MECHANICAL ANCHORS ANDADHESIVE ANCHORS NOTDEFINED IN 4.a.5.VERIFYING USE OF REQUIREDDESIGN MIX.6.PRIOR TO CONCRETE PLACEMENT,FABRICATE SPECIMENS FORSTRENGTH TEST, PERFORMSLUMP AND AIR CONTENT TEST,AND DETERMINE THETEMPERATURE OF THECONCRETE.7.INSPECTION OF CONCRETE ANDSHOTCRETE PLACEMENT FORPROPER APPLICATIONTECHNIQUES.8.VERIFY MAINTENANCE OFSPECIFIED CURING TEMPERATUREAND TECHNIQUES.9.INSPECTION OF PRESTRESSEDCONCRETE:a.APPLICATION OFPRESTRESSING FORCES.b.GROUTING OF BONDEDPRESTRESSING TENDONS10.INSPECT ERECTION OF PRECASTCONCRETE MEMBERS.11.VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TOSTRESSING OF TENDONS INPOST-TENSIONED CONCRETE ANDPRIOR TO REMOVAL OF SHORESAND FORMS FROM BEAMS ANDSTRUCTURAL SLABS.12.INSPECT FORMWORK FOR SHAPE,LOCATION AND DIMENSIONS OFTHE CONCRETE MEMBER BEINGFORMED.REFERENCEDSTANDARDNOTE:a.WHERE APPLICABLE, SEE ALSO SECTION 1705.12, SPECIAL INSPECTION FOR SEISMIC RESISTANCE.b.SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH FOR THE ANCHOR ISSUED BY ANAPPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFICREQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGNPROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL TO THE COMMENCEMENT OF THE WORK.IBCREFERENCEaAWS D1.4ACI 318: 26.5.4--ASTM C 172ASTM C 31ACI 318:26.4.5, 26.121908.10ACI 318: 26.4.7-26.4.91908.6, 1908.7,1908.8XACI 318: 26.10.2-XACI 318: CH 19, 26.4.3,26.4.41904.1, 1904.2,1908.2, 1908.3ACI 318: 17.8.2.4XACI 318: 26.9.2.1-XACI 318: CH. 20, 25.2, 25.3,26.5.1-26.5.31908.4ACI 318: 17.8.2CONTINUOUSSPECIAL INSPECTION-XACI 318: 17.8.2TABLE 1705.3 REQUIRED SPECIAL INSPECTION AND TEST OF CONCRETE CONSTRUCTIONXX---X--X-X--XACI 318: 26.4.7-26.4.91908.9---ACI 318: 26.9.2.3X-X-ACI 318: CH. 26.8-ACI 318: 26.10.1(b)-X-VERIFICATION AND INSPECTION TASKCONTINUOUSDURING TASK LISTED1.VERIFY MATERIALS BELOW SHALLOWFOUNDATIONS ARE ADEQUATE TO ACHIEVE THEDESIGN BEARING CAPACITY.2.VERIFY EXCAVATIONS ARE EXTENDED TOPROPER DEPTH AND HAVE REACHED PROPERMATERIAL.3.PERFORM CLASSIFICATION AND TESTING OFCOMPACTED FILL MATERIALS.4.VERIFY USE OF PROPER MATERIALS, DENSITIESAND LIFT THICKNESSES DURING PLACEMENTAND COMPACTION OF COMPACTED FILL.5.PRIOR TO PLACEMENT OF COMPACTED FILL,OBSERVE SUBGRADE AND VERIFY THAT SITEHAS BEEN PREPARED PROPERLY.PERIODICALLYDURING TASK LISTED-X-X-X-X-XTABLE 1705.6 REQUIRED SPECIAL INSPECTION AND TEST OF SOILSVERIFICATION AND INSPECTION TASKCONTINUOUSDURING TASK LISTED1.VERIFY ELEMENT MATERIALS, SIZES AND LENGTHS COMPLYWITH THE REQUIREMENTS.2.DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCTADDITIONAL LOAD TESTS, AS REQUIRED.3.OBSERVE DRIVING OPERATIONS AND MAINTAIN COMPLETEAND ACCURATE RECORDS FOR EACH ELEMENT.4.VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRMTYPE AND SIZE OF HAMMER, RECORD NUMBER OF BLOWS PERFOOT OF PENETRATION, DETERMINE REQUIREDPENETRATIONS TO ACHIEVE DESIGN CAPACITY, RECORD TIPAND BUTT ELEVATIONS AND DOCUMENT ANY DAMAGE TOFOUNDATION ELEMENT.5.FOR STEEL ELEMENTS, PERFORM ADDITIONAL INSPECTIONS INACCORDANCE WITH SECTION 1705.26.FOR CONCRETE ELEMENTS AND CONCRETE-FILLEDELEMENTS, PERFORM ADDITIONAL INSPECTIONS INACCORDANCE WITH SECTION 1705.37.FOR SPECIALTY ELEMENTS, PERFORM ADDITIONALINSPECTIONS AS DETERMINED BY THE REGISTERED DESIGNPROFESSIONAL IN RESPONSIBLE CHARGE.PERIODICALLYDURING TASK LISTEDXXXX----------TABLE 1705.7 REQUIRED SPECIAL INSPECTION AND TEST OF DRIVEN DEEP FOUNDATIONS ELEMENTSIF REQ'D TYPE OFINSPECTIONREQ'D?Y/NREDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
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COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UNAUTHORIZED USE, REPRODUCTI ON, PUBLI CATION, DISTRIBUTION OR SAL E IN WHOLE OR IN PART, IS STRICTLY FORBI DDEN.
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600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
CODE COMPLIANCE TABLES
21330.00PBMLG0.1"IFC SECTION 2308 (IFGC SECTION 413)COMPRESSED NATURAL GAS MOTORFUEL-DISPENSING FACILITIES"SECTIONCODE DESCRIPTIONCOMPLYNOTES2308.3(413.3)LOCATION OF DISPENSING OPERATIONS AND EQUIPMENT.COMPRESSION, STORAGE AND DISPENSING EQUIPMENT SHALL BELOCATED ABOVE GROUND, OUTSIDE. Yes No N/A2308.3.1(413.3.1)"LOCATION ON PROPERTY. COMPRESSION, STORAGE ANDDISPENSING EQUIPMENT SHALL BE INSTALLED AS FOLLOWS:1. NOT BENEATH POWER LINES.2. 10 FT (3048 MM) OR MORE FROM THE NEAREST BUILDING OR LOTLINE THAT COULD BE BUILT ON, PUBLIC STREET, SIDEWALK ORSOURCE OF IGNITION.3. 25 FT (7620 MM) OR MORE FROM THE NEAREST RAIL OF ANYRAILROAD TRACK AND 50 FEET (15 240 MM) OR MORE FROM THENEAREST RAIL OF ANY RAILROAD MAIN TRACK OR ANY RAILROADOR TRANSIT LINE WHERE POWER FOR TRAIN PROPULSION ISPROVIDED BY AN OUTSIDE ELECTRICAL SOURCE, SUCH AS THIRDRAIL OR OVERHEAD CATENARY.4. 50 FT (15,240 MM) OR MORE FROM THE VERTICAL PLANE BELOWTHE NEAREST OVERHEAD WIRE OF A TROLLEY BUS LINE. Yes No N/A2308.4(413.5)PRIVATE FUELING OF MOTOR VEHICLES. SELF-SERVICECNG-DISPENSING SYSTEMS, INCLUDING KEY, CODE AND CARDLOCK DISPENSING SYSTEMS, SHALL BE LIMITED TO THE FILLING OFPERMANENTLY MOUNTED FUEL CONTAINERS ON CNG-POWEREDVEHICLES. Yes No N/A2308.5(413.6)PRESSURE REGULATORS. PRESSURE REGULATORS SHALL BEDESIGNED AND INSTALLED OR PROTECTED SO THAT THEIROPERATION WILL NOT BE AFFECTED BY THE ELEMENTS (FREEZINGRAIN, SLEET, SNOW OR ICE), MUD OR DEBRIS. THE PROTECTION ISALLOWED TO BE AN INTEGRAL PART OF THE REGULATOR. Yes No N/A2308.6(413.7)VALVES. GAS PIPING TO EQUIPMENT SHALL BE PROVIDED WITH AREMOTE, READILY ACCESSIBLE MANUAL SHUTOFF VALVE. Yes No N/AMANUAL BALL VALVE AFTERMETER SET ASSEMBLY2308.7(413.8)EMERGENCY SHUTDOWN CONTROL. AN EMERGENCY SHUTDOWNCONTROL SHALL BE LOCATED WITHIN 75 FEET (22 860 MM) OF, BUTNOT LESS THAN 25 FEET (7620 MM) FROM, DISPENSERS AND SHALLALSO BE PROVIDED IN THE COMPRESSOR AREA. UPON ACTIVATION,THE EMERGENCY SHUTDOWN SYSTEM SHALL AUTOMATICALLYSHUT OFF THE POWER SUPPLY TO THE COMPRESSOR AND CLOSEVALVES BETWEEN THE MAIN GAS SUPPLY AND THE COMPRESSORAND BETWEEN THE STORAGE CONTAINERS AND DISPENSERS. Yes No N/A2308.8.1.1(413.9.1)CLOSED TRANSFER SYSTEM. A DOCUMENTED PROCEDURE THATEXPLAINS THE LOGICAL SEQUENCE FOR DISCHARGINGTHECYLINDER SHALL BE PROVIDED TO THE FIRE CODE OFFICIAL FORREVIEW AND APPROVAL. THE PROCEDURE SHALL INCLUDE WHATACTIONS THE OPERATOR WILL TAKE IN THE EVENT OF ALOW-PRESSURE OR HIGH-PRESSURE NATURAL GAS RELEASEDURING THE DISCHARGING ACTIVITY. A DRAWINGILLUSTRATINGTHE ARRANGEMENT OF PIPING, REGULATORS ANDEQUIPMENT SETTINGS SHALL BE PROVIDED TO THE FIRE CODEOFFICIAL FOR REVIEW AND APPROVAL. THE DRAWING SHALLILLUSTRATE THE PIPING AND REGULATOR ARRANGEMENT ANDSHALL BE SHOWN IN SPATIAL RELATION TO THE LOCATION OF THECOMPRESSOR, STORAGE VESSELS AND EMERGENCY SHUTDOWNDEVICES. Yes No N/ASECTION 2308.3 ONLYAPPLIES TO DEFUELINGOPERATION.2308.8.1.2(413.9.2)ATMOSPHERIC VENTING. ATMOSPHERIC VENTING OF CNG SHALLCOMPLY WITH SECTIONS 2308.8.1.2.1 THROUGH 2308.8.1.2.6. Yes No N/A"2308.8.1.2.1(413.9.2.1)PLANS AND SPECIFICATIONS. A DRAWING ILLUSTRATING THELOCATION OF THE VESSEL SUPPORT, PIPING, THE METHOD OFGROUNDING AND BONDING, AND OTHER REQUIREMENTS SPECIFIEDHEREIN SHALL BE PROVIDED TO THE FIRE CODE OFFICIAL FORREVIEW AND APPROVAL. Yes No N/A"2308.8.1.2.2(413.9.2.2)CYLINDER STABILITY. A METHOD OF RIGIDLY SUPPORTING THEVESSEL DURING THE VENTING OF CNG SHALL BE PROVIDED. THESELECTED METHOD SHALL PROVIDE NOT LESS THAN TWO POINTSOF SUPPORT AND SHALL PREVENT THE HORIZONTAL AND LATERALMOVEMENT OF THE VESSEL. THE SYSTEM SHALL BE DESIGNED TOPREVENT THE MOVEMENT OF THE VESSEL BASED ON THE HIGHESTGASRELEASE VELOCITY THROUGH VALVE ORIFICES AT THEVESSEL’S RATED PRESSURE AND VOLUME. THE STRUCTURE ORAPPURTENANCE SHALL BE CONSTRUCTED OF NONCOMBUSTIBLEMATERIALS. Yes No N/A"2308.8.1.2.3(413.9.2.3) Yes No N/A"2308.8.1.2.4(413.9.2.4)GROUNDING AND BONDING. THE STRUCTURE OR APPURTENANCEUSED FOR SUPPORTING THE CYLINDER SHALL BE GROUNDED INACCORDANCE WITH NFPA 70. THE CYLINDER VALVE SHALL BEBONDED PRIOR TO THE COMMENCEMENT OF VENTINGOPERATIONS. Yes No N/A"2308.8.1.2.5(413.9.2.5)VENT TUBE. A VENT TUBE THAT WILL DIVERT THE GAS FLOW TOATMOSPHERE SHALL BE INSTALLED ON THE CYLINDER PRIOR TOCOMMENCEMENT OF THE VENTING AND PURGING OPERATION. THEVENT TUBE SHALL BE CONSTRUCTED OF PIPE OR TUBINGMATERIALS APPROVED FOR USE WITH CNG IN ACCORDANCE WITHCHAPTER 53. THE VENT TUBE SHALL BE CAPABLE OF DISPERSINGTHE GAS NOT LESS THAN 10 FEET (3048 MM) ABOVE GRADE LEVEL.THE VENT TUBE SHALL NOT BE PROVIDED WITH A RAIN CAP OROTHER FEATURE THAT WOULD LIMIT OR OBSTRUCT THE GAS FLOW.AT THE CONNECTION FITTING OF THE VENT TUBE AND THE CNGCYLINDER, A LISTED BIDIRECTIONAL DETONATION FLAMEARRESTER SHALL BE PROVIDED. Yes No N/A"2308.8.1.2.6(413.9.2.6)SIGNAGE. APPROVED “NO SMOKING” SIGNS COMPLYING WITHSECTION 310 SHALL BE POSTED WITHIN 10 FEET (3048 MM) OF THECYLINDER SUPPORT STRUCTURE OR APPURTENANCE. APPROVEDCYLINDER SHALL BE BONDED SIGNS SHALL BE POSTED ON THECYLINDER SUPPORT STRUCTURE OR APPURTENANCE. Yes No N/A"XXXSEPARATION DISTANCE FOR ATMOSPHERIC VENTING OF CNGTABLE 2308.8.1.2.3151525BuildingsBuilding openingsCNG compressor and storgae vesselsCNG dispensersLot linesPublic waysVehiclesEQUIPMENT OR FEATUREMIN SEPARATION (ft)25252525XXXXXXXXXXX
TIME FILL STATION ELEVATIONS (1" = 5')SHUTDOWNNATURAL GASCOMPRESSEDEMERGENCY(N) CALTRANS TYPE KBARRIER RAIL (TYP)(N) ESD POST20'12'(E) LIGHT POLE(N) FIRE EXTINGUISHERSHUTDOWNNATURAL GASCOMPRESSEDEMERGENCY60' O.C. TYPSHUTDOWNNATURAL GASCOMPRESSEDEMERGENCY60' MAX. O.C. TYPREFER TO PLAN FORREQUIRED BOLLARDPROTECTION(N) ESD POST(N) FIRE EXTINGUISHEREQEQ3'FROM PARKING STRIPINGFROM PARKING STRIPING3'PLAN SOUTH ELEVATION(N) ESD POST(N) FIRE EXTINGUISHERSOUTH ELEVATION (N) COMM PANEL(N) DRYER(N) DUPLEX ANGICOMPRESSOR(N) LIGHT POLE(N) MSA(N) DUPLEX ANGICOMPRESSOR(N) LIGHT POLE(N) MSA(N) MSG(N) DRYERNORTH ELEVATION EAST ELEVATION WEST ELEVATION (N) MSG(N) ANGI MCP(N) LIGHT POLE6'
6'
6'
6'61'61'27(N) MSGNO SMOKINGFLAMMABLE GAS140CNG6'27(N) VENT(N) STORAGE VESSEL12'-6"12'(N) 4" Ø CONCRETEBOLLARDS AT4' O.C., (TYP)(N) TRANSFORMER(N) TRANSFORMER(E) LIGHT POLE3'-6"LUG(N) COM BOX(N) LUG BOXMREDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UNAUT HORIZED USE, REPRODUCT ION, PUBLI CATION, DI STRIBUTION OR SAL E IN WHOL E OR I N PART , IS STRICTLY FORBIDDEN.
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600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
GENERAL ARRANGEMENT & ELEVATIONS FASTFILL
21330.00PBMLC0.1
M(N) MSA(N) FENCE61'27'(N) (2) MAN GATES(N) ANGI DUPLEX 200 HP SKID(N) DOUBLE GATE(N) 23' STORAGE VESSEL(N) PRIORITY PANEL(N) REMOVABLEBOLLARDS(N) BOLLARDS(N) TRANSFORMERBY OTHERS(N) COM BOX(N) 800 A SWITCHGEAR(N) ANGI MOTORCONTROL PANEL(N) 21-6 PSB DRYER(N) LUG BOX(N) DOUBLE GATE13'5'9'9'-9"3'4'-11"8'-6"6'3'3'8'-6"16'-6"9'-9"13'-6"15'-1"25'9'-10"12'10'21'-7"6'6'6'6'-7"3'12'12'-6"3'6'-6"M(N) MSA12'74'61'27'216'(E) LIGHT POLETYPICAL OF 3(E) BLOCK HEATER OUTLET POST TYPICAL OF 8(N) MSA(N) FENCE61'27'(N) (2) MAN GATES(N) ANGI DUPLEX 200 HP SKID(N) DOUBLE GATE(N) 23' STORAGE VESSEL(N) PRIORITY PANEL(N) REMOVABLEBOLLARDS(N) BOLLARDS(N) TRANSFORMERBY OTHERS(N) COM BOX(N) 800 A SWITCHGEAR(N) ANGI MOTORCONTROL PANEL(N) 21-6 PSB DRYER31'39'-7"(N) 800 A SWITCHGEAR(N) LUG BOX(N) DOUBLE GATE(N) BOLLARDS(TYP.)(N) BOLLARDS(TYP.)(N) EQUIPMENT COMPOUND(1)ANGI DUPLEX 200 HP SKID(1) PRIORITY PANEL(1) STORAGE VESSEL(1) PSB 21-6 DRYER(1) SWITCHBOARD(1) COMMUNICATION BOX(N) CHAINLINK FENCE AND GATES(N) BOLLARDS(N) FUELING AREA35 PARKING STALLS17 DUAL-HOSE POSTS1 SINGLE HOSE POST4 ESD POSTS(E)ENTRANCE/EXIT(E)ENTRANCE/EXITPROPOSED LOCATIONOF SCALEOVERALL SITE PLAN (1" = 30')REDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UNAUTHORIZED USE, REPRODUCTI ON, PUBLI CATION, DISTRIBUTION OR SAL E IN WHOLE OR IN PART, IS STRICTLY FORBI DDEN.
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C:\Users\arturo.moreno\Clean Energy Fuels Corp\Engineering Design - Projects\USA Hauling\03. Drawings\Sheet Set (CAD Plan Set)\C1.0-SITE PLAN.dwg12/06/202412/6/2024 4:37:21 PM2024/12/06USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
SITE PLAN
21330.00PBMLC1.01. ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED AS SHOWN IN THE NATIONAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS EXCEPT AS NOTED ON THE PLANS.2. ALL CURB RADII ARE SHOWN TO THE FACE OF CURB AND ALL DIMENSIONS ARE TO FACE OF CURB, WHERE APPLICABLE, UNLESS OTHERWISE NOTED.3. ALL 3' GATES SHALL BE SPACED TO OPEN FREELY AND MISS ANY BOLLARDS WHEN OPENED4. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY CORNERS.5. CONTRACTOR SHALL MATCH EXISTING PAVEMENT AND CURB & GUTTER IN GRADE, SIZE, TYPE, ANDALIGNMENT AT ADJACENT ROADWAYS/ DRIVEWAYS.6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC.REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS.7. ALL PAVEMENT PAINT SHALL BE SHERWIN WILLIAMS "PROMAR TRAFFIC MARKING", WHITE ON ASPHALT,YELLOW ON CONCRETE. PAINT SHALL BE APPLIED IN TWO (2) COATS TO A CLEAN, DRY SURFACE USINGTEMPLATE OR STRIPING MACHINE. STRIPES SHALL BE 4" WIDE UNLESS OTHERWISE NOTED.GENERAL NOTESWSNE03060901" = 30'15ENLARGED SITE PLAN (1" = 8')
PART 3- PIPING AND EQUIPMENT INSTALLATION3.1 GENERALA.THIS SECTION OF THE SPECIFICATIONS, TOGETHER WITH ANY SPECIALCONDITIONS AND THE CONSTRUCTION DRAWINGS, COVER THE WORK OFFABRICATING, INSTALLING, AND TESTING THE PIPING SYSTEMS REQUIRED FORTHIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FORUNDERSTANDING THE INTENT OF THE CONSTRUCTION DRAWINGS ANDPROVIDING A COMPLETE WORKING SYSTEM. ANY OMISSIONS ORDISCREPANCIES AMONG THE DRAWINGS, SPECIFICATIONS, AND OTHERCONTRACT PROVISIONS SHALL BE BROUGHT TO THE ATTENTION OF THEENGINEER FOR CLARIFICATION.B.PIPING SYSTEMS COVERED BY THESE SPECIFICATIONS INCLUDE ALLUNDERGROUND AND ABOVEGROUND PIPING, INCLUDING VENTS AND ALLSTAINLESS STEEL PRESSURE TUBING.C.CONSTRUCTION AND INSTALLATION SHALL CONFORM TO THE FOLLOWING CODESAND STANDARDS AS ADOPTED OR AMENDED BY THE AUTHORITIES HAVINGJURISDICTION.ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE)B31.3 - PROCESS PIPINGB16.5 - STEEL PIPE FITTING AND FLANGESINTERNATIONAL FUEL GAS CODEINTERNATIONAL FIRE CODENFPA (NATIONAL FIRE PROTECTION ASSOCIATION) 52 - VEHICULAR GASEOUS FUEL SYSTEMS CODED.THE CONTRACTOR SHALL INSPECT THE SITE FOR, AND VERIFY THE LOCATIONSOF ANY EXISTING SUBSTRUCTURES AND UNDERGROUND UTILITIES, AND SHALLNOT RELY ON THESE PLANS OR DRAWINGS ALONE. THE CONTRACTOR SHALLTAKE ALL MEASURES NECESSARY TO PROTECT EXISTING UNDERGROUNDUTILITIES AND SUBSTRUCTURES. THE CONTRACTOR SHALL BE RESPONSIBLEFOR ANY DAMAGE DURING CONSTRUCTION, IRRESPECTIVE OF WHETHER OR NOTTHE DAMAGED UTILITY WAS SHOWN ON THE DRAWINGS.E.THE CONTRACTOR SHALL NOTIFY CLEAN ENERGY OF ANY DAMAGE TO ANYEXISTING UNDERGROUND WET OR DRY UTILITIES, OR TO ANY CONDUITSDAMAGED DURING TRENCHING, AND SHALL REPAIR THEM IMMEDIATELYACCORDING TO THE STANDARDS OF THE AGENCY HAVING JURISDICTION OVERTHEM.3.2PIPING DESIGN CONDITIONSA.THIS CNG FUELING STATION HAS BEEN DESIGNED FOR THEFOLLOWING PRESSURE AND TEMPERATURE CONDITIONS:COMPRESSOR SUCTION:OPERATING PRESSURE:SEE P&IDDESIGN PRESSURE:200 PSIGDESIGN TEMPERATURE:-20°F TO 130°FCOMPRESSOR DISCHARGE:OPERATING PRESSURE:4,500 PSIGDESIGN PRESSURE:5,000 PSIGDESIGN TEMPERATURE:-20°F TO 130°F3.3 ACCEPTABLE PRODUCT MANUFACTURING LOCATIONSA.GAS PIPING MATERIALS (PIPE, STAINLESS STEEL TUBE, GAS VALVES, FITTINGSAND INSTRUMENTATION) SHALL BE MANUFACTURED IN ANY OF THE FOLLOWINGREGIONS: NORTH AMERICA, THE EUROPEAN UNION, SOUTH KOREA, JAPAN, ANDREPUBLIC OF CHINA (TAIWAN).B.GAS PIPING MATERIALS MANUFACTURED IN ANY REGION OUTSIDE THOSE LISTEDABOVE SHALL NOT BE USED OR INSTALLED.3.4PIPE SPECIFICATIONSA.ALL UNDERGROUND CARBON STEEL PIPE SHALL BE PROPERLY CLEANED ANDEPOXY-COATED PRIOR TO BURIAL, ELECTRICALLY INSULATED FROMABOVEGROUND PIPING OR STRUCTURES, AND CATHODICALLY PROTECTED INACCORDANCE WITH THIS SPECIFICATION AND CURRENT INDUSTRY STANDARDS.B.ALL CARBON STEEL PIPE MATERIAL CONVEYING NATURAL GAS SHALL BESEAMLESS ASTM A106, GRADE B MATERIAL. PIPE FITTINGS SHALL BE USED ASFOLLOWS.1.SCHEDULE 40 PIPE SHALL BE JOINED USING WROUGHT STEEL SCHEDULE 40ASTM A234 GR. WPB BUTT WELDING FITTINGS. FLANGED FITTINGS FORSCHEDULE 40 PIPE SHALL BE RAISED-FACE WELDNECK-TYPE, ANSI B16.5,EITHER CLASS 150 OR CLASS 300, PER THE DRAWINGS, USING ASTM A105FORGED CARBON STEEL.2.SCHEDULE 80 PIPE SHALL BE JOINED USING WROUGHT STEEL SCHEDULE80 ASTM A234 BUTT WELDING FITTINGS. FLANGED FITTINGS FOR SCHEDULE 80PIPE SHALL BE RAISED-FACE WELDNECK-TYPE, ANSI B16.5, EITHER CLASS 300OR CLASS 600, PER THE DRAWINGS, USING ASTM A105 FORGED CARBONSTEEL.3.5STAINLESS STEEL TUBINGA.STAINLESS STEEL PRESSURE TUBING SHALL BE SEAMLESS ANDBRIGHT-ANNEALED, MANUFACTURED AND TESTED ACCORDING TO ASTM A269,USING MATERIAL DUAL-CERTIFIED AS TYPE TP316 AND TP316L. TUBE SHALL BECOLD-FINISHED AND FREE OF SCRATCHES. UPON REQUEST, THE TUBE SUPPLIERSHALL FURNISH MILL CERTIFICATES DOCUMENTING COMPLIANCE WITH THISSPECIFICATION.B.ALL BENDS SHALL BE MADE USING TUBING BENDERS, EXCEPT WHEN TUBE ISPULLED UNDERGROUND THROUGH A SLEEVE. BEND ANGLE SHOULD BE 90°WHENEVER POSSIBLE. TUBING SHALL BE ROUTED PARALLEL WITH THE VERTICALAND HORIZONTAL AXES OF THE EQUIPMENT. UNDERGROUND TUBING SHALL BECONTINUOUS, USING COILED PRODUCT WHEREVER FEASIBLE, IN ORDER TOMINIMIZE TUBE WELDING. STRAIGHTEN COILED TUBING FOR INSTALLATIONUSING EQUIPMENT AND METHODS APPROVED BY THE TUBE MANUFACTURER.ROUTE UNDERGROUND TUBING COMPLETELY WITHIN A WATERTIGHT PVC, HDPEOR ENT SLEEVE. UNDERGROUND TUBE SECTIONS SHALL BE JOINED BY ORBITALWELDING. AT NO TIME SHALL MECHANICAL FITTINGS BE PLACED UNDERGROUND.C.ALL ABOVEGROUND TUBING SHALL BE FABRICATED USING STRAIGHT STICKS, ORUPON APPROVAL, COILED TUBE STRAIGHTENED USING SUITABLE EQUIPMENT.ABOVEGROUND TUBE SHALL BE ANCHORED PER CODE TO PREVENT BENDING OREXCESSIVE VIBRATION. RESILIENT TUBING ANCHORS, SUCH AS PARKERPARKLAMP OR UNISTRUT CUSH-A-CLAMP, SHALL BE USED. TUBING SUPPORTSSHALL BE SPACED OUT AND NOT EXCEED 7 FEET APART PLACEMENT.D.REQUIRED TUBE WALL THICKNESS FOR CNG SERVICE (INCHES):OUTSIDE DIA. [IN.] WALL THICKNESS [IN.]BASIS1/40.049AVG. WALL THK.3/80.065AVG. WALL THK.1/20.083AVG. WALL THK.3/40.109 (COIL)AVG. WALL THK.3/40.109AVG. WALL THK.10.120MIN. WALL THK.10.120 (COIL)MIN. WALL THK.10.134AVG. WALL THK.*10.139 (COIL)AVG. WALL THK.*NOTE: COILED TUBING FOR UNDERGROUND ROUTING (ALL SIZES) PREFERREDE.COMPRESSION TUBE FITTINGS SHALL BE TYPE 316 STAINLESS STEEL,DOUBLE-FERRULE, WITH A MAWP OF NOT LESS THAN 5,500 PSIG. ACCEPTABLEPRODUCTS ARE LISTED BELOW. NO OTHER PRODUCTS MAY BE USED WITHOUTPRIOR APPROVAL BY THE ENGINEER. ALL COMPRESSION FITTINGS FURNISHEDBY THE THE CONTRACTOR SHALL BE CATALOGUED PRODUCTS OF A SINGLEMANUFACTURER.1.SWAGELOK34" AND 1" COMPRESSION TUBE FITTINGS SHALL BE HYDRAULICALLY SWAGED.* HEAVY WALL TUBE FITTINGS (0.134 AVG WALL THK AND ABOVE) SHALL BEPARKER "SEAL-LOK" SAE J1453 O-RING FACE SEAL-TYPE.ALL TUBING SHALL BE MECHANICALLY FLARED USING A PARKER PARFLANGEFLARING SYSTEM. THE CORRECT DIE AND PIN SETS SHALL BE USED FOR EACHTUBING SIZE. FITTINGS SHALL BE ZINC PLATED CARBON STEEL WITH A MINIMUMDYNAMIC PRESSURE RATING OF 5000 PSIG.BRAZED SLEEVES ARE NOTPERMITTED.F.BALL VALVES: HABONIM, SSP, OR SWAGELOK, 316 STAINLESS STEEL BODY ANDTRIM, SUITABLE FOR COMPRESSED NATURAL GAS SERVICE.G.NEEDLE VALVES: ANDERSON GREENWOOD, SWAGELOK OR SSP, 316 STAINLESSSTEEL BODY AND TRIM, SUITABLE FOR COMPRESSED NATURAL GAS SERVICE,5500 PSI, OR APPROVED EQUAL.H.SLEEVE (FOR BURIED TUBING): PVC CONDUIT, FLEXIBLE ENT CONDUIT, OR PEP(POLYETHYLENE) PIPE, SIZED AS SHOWN ON THE DRAWINGS.3.5POLYETHYLENE (PEP) PIPE: DR 7, 9, OR 11A.POLYETHYLENE PIPE TO BE DESIGNED IN ACCORDANCE WITH PPI HANDBOOK OFPE PIPE, 2 ND EDITION, RATED FOR NOT LESS THAN THE MAXIMUM PRESSURE OFTHE SUPPLY SYSTEM, AND NOT USED WITH PRESSURES GREATER THAN 125PSIG.B.PEP SHALL BE WARRANTED FOR NATURAL GAS DISTRIBUTION ANDMANUFACTURED ACCORDING TO PPI DESIGNATION PE 4710 AND ASTM D 2513; CPCHEM YELLOW STRIPE 8300 OR APPROVED EQUAL. PEP SHALL BE JOINED USINGBUTT FUSION IN COMPLIANCE WITH PIPE MANUFACTURER'S INSTALLATIONMANUAL.C.A COATED COPPER CLAD STEEL TRACER WIRE (#12 GAUGE OR LARGER) SHALLBE INSTALLED WITH ALL BURIED PEP. TRACER WIRE TO BE LAID WITHIN 6"DIRECTLY ABOVE THE PEP WHERE PRACTICAL. WRAPPING OF THE TRACER WIREAROUND PEP IS PROHIBITED.1.CONTRACTOR TO USE AS FEW CONNECTIONS AS POSSIBLE2.WIRE CONNECTIONS TO BE MADE USING CSA CERTIFIED PRESSURE TYPE,DIRECT BURY (PER UL 486D) MECHANICAL CONNECTORS3.A MINIMUM 5' OF ADDITIONAL TRACER WIRE TO BE COILED, BURIED, ANDTERMINATED AT THE ENDS OF UNDERGROUND PEP4.TRACER WIRE TO FOLLOW PEP ABOVEGROUND USING TRACER WIRE CLAMPSALONG EACH ANODELESS RISER3.6INSTRUMENTATION AND SPECIALTY ITEMSA. PRESSURE GAUGES: LIQUID FILLED, RANGE TO BE 150-200% OF MAXIMUMPRESSURE EXPECTED, TO BE MOUNTED ON BLEED/BLOCK VALVE UNLESSOTHERWISE SPECIFIED.B. ESD VALVE (AV-1): FLANGED, FIRE-RATED BALL VALVE WITH ACTUATOR,FACTORY ASSEMBLED, PILOT-GAS-TO-OPEN, SPRING CLOSED.C. FIRE EXTINGUISHER(S): AMEREX CORPORATION, COMPLIANCE FLOW MODEL #592WITH A 4A:80B:C MINIMUM RATING, CURRENTLY CERTIFIED AND TAGGED WITHLOCAL INSPECTION TAG, MOUNTED IN A LOCKABLE WEATHER-PROOFENCLOSURE, UNLESS OTHERWISE SPECIFIED.3.7 INSTALLATIONA.THE CONTRACTOR SHALL USE ONLY TUBING INSTALLERS WHO ARE TRAINED ANDCERTIFIED BY THE TUBE FITTING MANUFACTURER TO INSTALL TUBE ANDASSOCIATED FITTINGS PER THE MANUFACTURER'S INSTALLATIONINSTRUCTIONS. THE CONTRACTOR SHALL PROVIDE PROOF OF CERTIFICATIONTO CLEAN ENERGY'S PROJECT MANAGER PRIOR TO COMMENCING WORK.B.ALL PIPING SHALL BE INSTALLED NEATLY AND IN A WORKMAN-LIKE MANNER. ALLPIPING SHALL BE PROPERLY ANCHORED, SUPPORTED, OR PITCHED ACCORDINGTO THESE CONSTRUCTION SPECIFICATIONS AND THE DRAWINGS, OR IN THEABSENCE OF SPECIFIC DETAIL, PER DIRECTION OF THE ENGINEER. ALL PIPINGSHALL RUN TRUE TO VERTICAL AND HORIZONTAL AXES OF THE EQUIPMENT ANDFACILITY. THE CONTRACTOR SHALL PROVE ALL PIPING IS FREE OF OBSTRUCTIONAND DEBRIS, PRIOR TO CONNECTING TO ABOVEGROUND EQUIPMENT. AT NO TIMESHALL ANY GAS OR CNG PIPING BE CONSTRUCTED OVERHEAD UNLESSOTHERWISE NOTED ON THESE PLANS, OR AS APPROVED BY THE ENGINEER.C. ALL VALVES SHALL BE INSTALLED NEATLY AND IN A WORKMAN-LIKE MANNER.ALL VALVES SHALL BE ACCESSIBLE FOR EASY OPERATION AND MAINTENANCE.D.CLEAN THE INTERNAL PIPE SURFACE OVER ITS ENTIRE LENGTH, REMOVING ALLDIRT, DEBRIS, AND LOOSE CORROSION OR SCALE, BEFORE THE PIPE IS FITTEDOR ALIGNED FOR WELDING. OPEN ENDS OF ALL PIPE RUNS SHALL BE KEPTSECURELY CLOSED TO PREVENT THE ENTRANCE OF DIRT, DEBRIS, WATER, ORANIMALS INTO THE PIPE. ALL END CLOSURES SHALL BE APPROVED BY CLEANENERGY.E.ALL CARBON STEEL PIPE WELDS SHALL INCLUDE A TIG (TUNGSTEN INERT GAS)ROOT. THE FILLER PASSES SHALL BE STICK SHIELDED METAL ARC WELDING(SMAW).F.TUBE AND PIPE CONNECTIONS TO ALL EQUIPMENT REQUIRING MAINTENANCEACCESS SHALL BE REMAKEABLE USING FLANGED, THREADED OR SWAGEDFITTINGS. WELDED OR OTHER PERMANENT FITTINGS SHALL NOT BE USED ATTHESE LOCATIONS.3.8FABRICATION, HANDLING AND STORAGEA.ALL VALVES, PRE-FABRICATED PIPING, FLANGES, ETC. SHALL BE PROTECTEDDURING STORAGE, TRANSIT, AND ERECTION WITH PLYWOOD COVERS 1/2" THICK,AND SECURED WITH BOLTS FOR CLOSURE, OR EQUAL. SHOP FABRICATEDSECTIONS SHALL NOT BE LEFT WITH OPEN ENDS EXPOSED TO ATMOSPHEREDURING STORAGE, TRANSIT, OR ERECTION. SUITABLE CAPS SHALL BE PROVIDEDON ALL MECHANICAL CONNECTIONS.B.TEMPORARY SUPPORTS SHALL BE PROVIDED AND INSTALLED DURING ERECTIONTO AVOID OVER-STRESSING PIPING OR EQUIPMENT TO WHICH PIPING ISCONNECTED.3.9TRENCHESA.SEE GENERAL NOTE ON SHEET G-0.13.10WELDINGA.WELDING PROCEDURES SHALL BE IN ACCORDANCE WITH ANSI B31.3, "PROCESSPIPING, CHAPTER V, "FABRICATION, ASSEMBLY, AND ERECTION".B.THE CONTRACTOR SHALL SUBMIT WELDING PROCEDURE SPECIFICATIONS (WPS)TO THE ENGINEER FOR APPROVAL, PRIOR TO STARTING WORK. EACH WPSSHALL BE IDENTIFIED WITH THE THE CONTRACTOR'S NAME AND IDENTIFICATIONNUMBER. WELDING SHALL NOT COMMENCE UNTIL THE PROCEDURE ISAPPROVED.C.EACH WELDER MUST PROVIDE A COMPLETE PROCEDURE QUALIFICATIONRECORD (PQR) SIGNED BY AN AUTHORIZED OFFICER OF THE TESTINGLABORATORY OR DEPUTY WELDING INSPECTOR AND THE CONTRACTOR'SAUTHORIZED REPRESENTATIVE. PREVIOUS WELDING CERTIFICATION (ACTIVECERTIFICATION WITHIN THE PREVIOUS SIX (6) MONTHS) MAY BE SUBMITTED FORAPPROVAL.D.WELD TESTS SHALL BE PERFORMED PER ANSI B31.3, AND APPROVED BY THEENGINEER.1.NOT LESS THAN 5% OF ALL BUTT WELDS BY EACH WELDER PERFORMINGWORK AT THE SITE SHALL BE RANDOMLY SELECTED AND RADIOGRAPHED.2.RADIOGRAPHS SHALL BE EVALUATED BY A CERTIFIED RADIOGRAPHICINTERPRETER. THE RADIOGRAPHIC INTERPRETER'S WRITTEN REPORT OF HISEVALUATION SHALL BE SUBMITTED TO CLEAN ENERGY BEFORE THE WELDSARE BURIED.3.11PIPE COATING AND PAINTINGA.ALL UNDERGROUND CARBON STEEL PIPE SHALL BE FACTORY-COATED WITHFUSION-BONDED EPOXY (FBE), TO MEET ALL CODE REQUIREMENTS INCLUDINGTHOSE ESTABLISHED BY LOCAL UTILITY COMPANY OR JURISDICTIONS.1.FACTORY COATING SHALL BE DESIGNED TO RESIST DISBONDMENT WHENEXPOSED TO CATHODIC PROTECTION CURRENTS.2.FACTORY COATING SHALL BE 3M SCOTCHKOTE FUSION-BONDED EPOXYCOATING 6233P. NO OTHER COATING IS ACCEPTABLE WITHOUT PRIORAPPROVAL BY THE ENGINEERB.WELDED PIPE JOINTS AND FITTINGS FOR UNDERGROUND PIPING SYSTEMSSHALL BE FIELD-COATED IN ACCORDANCE WITH CURRENT CODES AND THECOATING MANUFACTURER'S APPLICATION MANUAL. FIELD COATING SHALL BEAPPROVED BY THE DESIGNATED INSPECTOR PRIOR TO BURIAL. FIELD COATINGSHALL BE 3M SCOTCHKOTE LIQUID EPOXY COATING 323P.C.PRIOR TO BURIAL, COATED PIPE SHALL BE TESTED ALONG ITS ENTIRE LENGTHWITH AN ELECTRIC HOLIDAY DETECTOR. ANY HOLIDAYS DETECTED SHALL BEREPAIRED PER "B" ABOVE FOR 6" ON EITHER SIDE OF THE HOLIDAY. AFTER ALLHOLIDAYS ARE REPAIRED, THE ENTIRE LENGTH OF PIPE SHALL BE TESTED AGAIN.D.EXPOSED PIPING, VALVES, FITTINGS, FLANGES AND RELATED MATERIAL SHALL BEPRIMED AND PAINTED WITH AN INDUSTRIAL MAINTENANCE COATING, INACCORDANCE WITH THE PAINT MANUFACTURER'S INSTRUCTION MANUAL.PRIMER SHALL BE DEVOE DEVPRIME 1407, AND FINISH , DEVCRYL 1449. FINISHCOLOR SHALL BE SAFETY YELLOW. AT UNDERGROUND PIPE RISERS, EPOXYCOATING SHALL EXTEND A MINIMUM OF 2 INCHES ABOVE THE FINISHED GROUNDSURFACE.3.12 CATHODIC PROTECTIONA.ALL BURIED STEEL PORTIONS OF THE PIPING SYSTEM SHALL BE ELECTRICALLYISOLATED (USING DIELECTRIC FITTINGS) AND CATHODICALLY PROTECTED INACCORDANCE WITH CURRENT CODES AND NACE INTERNATIONAL STANDARDRP0169, CURRENT EDITION TO INSURE A -850 MILLIVOLT PIPE-TO-SOIL POTENTIALFOR A MINIMUM OF 30 YEARS. SOIL RESISTIVITY TEST SHALL BE THERESPONSIBILITY OF THE CONTRACTOR.B.THE CONTRACTOR SHALL FURNISH ALL PERMANENT MATERIALS FOR TESTLEADS, INCLUDING WIRE, CONDUIT AND FITTINGS, TERMINAL POST, TERMINALUNITS, CAD WELD THERMITE CARTRIDGES, ETC. PER INDUSTRY ACCEPTEDPRACTICES.C.ELECTRICAL TEST LEADS SHALL BE TERMINATED IN A FRAME AND COVERED ATFINISHED GRADE.3.13 PNEUMATIC PRESSURE TESTA.WHEN ASSEMBLY (WELDED OR MECHANICAL) OF A GAS PIPING OR TUBINGSYSTEM IS COMPLETE, CLEANED AND PURGED OF ALL CONSTRUCTION ANDASSEMBLY DEBRIS, A PNEUMATIC PRESSURE TEST SHALL BE PERFORMED INACCORDANCE WITH ASME/ANSI B31.3 (U.S) OR CSA B51/B149.1 (CANADA). THECONTRACTOR SHALL NOTIFY CLEAN ENERGY'S PROJECT MANAGER THAT A TESTIS SCHEDULED, NOT LESS THAN 2 BUSINESS DAYS BEFORE THE TEST ISSCHEDULED TO BEGIN.B.AT NO TIME SHALL THE TUBING ASSEMBLY BE HYDROSTATICALLY TESTED, NOEXCEPTIONS.C. IF COLD WEATHER LIMITS ACHIEVABLE TEST PRESSURES, THE CONTRACTORSHALL SUBMIT AN ALTERNATIVE COLD WEATHER PRESSURE TEST PLAN TOCLEAN ENERGY FOR REVIEW.D.REMOVE ALL PRESSURE SENSITIVE DEVICES AND EQUIPMENT NOT RATED TOWITHSTAND FINAL TEST PRESSURE, BEFORE PNEUMATIC PRESSURE TEST.E.CONNECT A SOURCE OF HIGH-PRESSURE GAS WITH APPROPRIATE REGULATOR,GAUGES, VALVES, SAFETY RELIEF VALVE, AND FITTINGS TO ONE END OF THESYSTEM TO ALLOW SYSTEM TO BE SAFELY PRESSURIZED AND DEPRESSURIZED.DRY AIR OR NITROGEN SHALL BE USED FOR THE LOW PRESSURE PIPING(COMPRESSOR SUCTION). NITROGEN SHALL BE USED FOR THE HIGH PRESSURETUBING (COMPRESSOR DISCHARGE).3.14 PURGING AND PRESSURIZINGA.ALL PURGING AND PRESSURIZING SHALL BE PERFORMED BY THE CONTRACTORAND OBSERVED BY THE ENGINEER OR THE ENGINEER'S DESIGNATEDREPRESENTATIVE. THE ESD SYSTEM SHALL BE OPERATIONAL BEFORE THEPIPING SYSTEM IS PRESSURIZED WITH NATURAL GAS. NATURAL GAS SHALL NOTBE INTRODUCED INTO THE SYSTEM WITHOUT PRIOR AUTHORIZATION BY CLEANENERGY'S CONSTRUCTION MANAGER. ALL AIR SHALL BE PURGED FROM THEENTIRE SYSTEM TO THE SATISFACTION OF CLEAN ENERGY'S CONSTRUCTIONMANAGER, AND IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'SINSTRUCTIONS, BEFORE THE SYSTEM MAY BE PRESSURIZED.B.ALL FABRICATION, WELD TESTING, PRESSURE TESTING AND WORK REQUIRINGFLAME OR SPARKING DEVICES SHALL BE COMPLETED BEFORE INTRODUCINGNATURAL GAS TO ANY PIPING SYSTEM.C:\Users\arturo.moreno\Clean Energy Fuels Corp\Engineering Design - Projects\USA Hauling\03. Drawings\Sheet Set (CAD Plan Set)\P0.0 PIPING NOTES CA.dwg12/05/202412/6/2024 4:37:24 PM2024/12/06USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
PIPING NOTES
21330.00PBMLP0.0REDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UNAUTHORIZED USE, REPRODUCTI ON, PUBLI CATION, DISTRIBUTION OR SAL E IN WHOLE OR IN PART, IS STRICTLY FORBI DDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
30% DESIGN REVIEW12/5/2024A PB
BBV1GENERAL NOTES:1.EQUIPMENT INSIDE THE DASHED LINE IS PART OF THE MANUFACTURER'S FACTORY ASSEMBLY PROVIDEDBY CLEAN ENERGY.2.CLEAR SPACE OF AT LEAST 3 FEET SHALL BE PROVIDED FOR ACCESS TO ALL VALVES AND FITTINGS OFMULTIPLE GROUPS OF CONTAINERS.3.EMERGENCY SHUT-OFF DISCONNECT WILL DISCONNECT ELECTRICAL POWER AND STOP DISPENSINGOPERATIONS.4.SELF CLOSING VALVES ON THE INLET OF THE COMPRESSORS SHALL SHUT OFF THE GAS SUPPLY TO THECOMPRESSOR WHEN ONE OF THE FOLLOWING OCCURS:4.1.AN EMERGENCY SHUTDOWN DEVICE IS ACTIVATED.4.2.A POWER FAILURE OCCURS.4.3.THE POWER TO THE COMPRESSOR IS SWITCHED TO THE OFF POSITION .5.PROVIDE AN OVER-PRESSURE PROTECTION DEVICE IN THE FUELING TRANSFER SYSTEM TO PREVENTOVERPRESSURE IN THE VEHICLE PER 2013 NFPA 52.6.CONTROL CIRCUIT SHALL BE ARRANGED SO THAT, WHEN AN EMERGENCY SHUTDOWN DEVICE ISACTIVATED OR ELECTRICAL POWER IS CUT OFF, SYSTEMS THAT SHUT DOWN SHALL REMAIN DOWN UNTILMANUALLY ACTIVATED OR RESET AFTER A SAFE CONDITION IS RESTORED PER 2013 NFPA 52.7.PROVIDE CONNECTION FOR NATURAL GAS GENERATOR FUEL SUPPLY.8.IF MSA OUTLET PRESSURE EXCEEDS 150PSIG PLASTIC PIPE CANNOT BE USED. PLEASE CONTACT CEENGINEERING TO DETERMINE AN APPROVED SUBSTITUTE.9.ITEMS SHOWN IN GRAY REPRESENT FUTURE WORK.10.CAP OUTLET OF SS TUBE IN PHASE 1. INSTALL BV-4 IN PHASE 2.IS-16"L. O.BV-86"1PI1PIBUFFER AND ESD VALVE PANEL
METER SETASSEMBLY(BY UTILITY)PV-1TYPA.G.6" FLANGEDANODELESSRISERU.G.A.G.U.G.A.G.U.G.A.G.U.G.A.G.U.G.6-G-CS
1"1PINATURAL GAS DRYERVTA200 PSIG6"6"6"6"4"6-G-CS4-G-HDPE4-G-HDPE1PI1"A.G.U.G.DESIGN SYSTEM PERFORMANCE(SEE NOTE 8)MSA OUTLET PRESSURE[PSIG]FLOW RATE[SCF/MIN]15 Guaranteed676A.G.U.G.BV-52"CL 150, 2" FPT PLUG IN 2"THREADED CS UNION(SEE NOTE 7)4"X2"THREAD-O-LET6-G-CS2-G-CS 6"4"4"CL1503"3"3"3"CL1503"3"3"3"1"PI2A.G.U.G.2" ENT CONDUITU.G.1-CNG-SSTDRAIN 1"1"TIME-FILLPOST3/8"FP-18TIME-FILLPOST3/8"FP-01L.C.BV-41"3/8-CNG-SST(TYP)FILL NOZZLE: STAUBLINGV1 CMV08/02 WITH HOLDER (TYP)INLINE HOSE BREAKAWAY FITTING24' LONG, 1/4" CNG FILL HOSEASSEMBLY SYNFLEX OR EQUALWITH SPIRAL WRAP (TYP)4"X4"X3/16" STEEL TUBEPRIME AND PAINTED YELLOWHOSE RETRACTOR (TYP)CF-1TIME-FILLPOST3/8"FP-02DUAL HOSEFUEL POST ASSY. (TYP 17)1-CNG-SST4-G-HDPE1-CNG-SST4-G-HDPEBBV1TYP4" ANODELESSRISER W/ 4" RFFA.G.4-G-CS4-G-CS4" ANODELESSRISER W/ 4" RFF1"X1/2" REDUCING TEE3" VENT WITHWIRE MESH ENDS3-V-CS2
3/8" WEEPHOLE3"3"SEE NOTE 1(TYP FOR ALL DASHED RECTANGLES)1-V-CS2DV5,000 PSIGPSVDV4,500 PSIG3/4"(N) CNG STORAGEL.O.1" CL3000THREADEDCS UNION(TYP 3)10,000 SCF(N) BUFFER STORAGE VESSELS3/4-CNG-SSTPR-115 PSIGSET @3"PR-115 PSIGSET @3"SUPPLIED BY ANGISHIPPED LOOSE1-CNG-SSTSUPPLIED BY ANGISHIPPED LOOSEDUPLEX CNG COMPRESSOR SKID A (MANUFACTURED BY ANGI)VTAHP200279-338SCFM1"X3/4"5,200 PSIGPRV500 PSIG935 PSIG2,500 PSIGVTAHP2001"X3/4"5,200 PSIGPRV500 PSIG935 PSIG2,500 PSIGPSIG10-15279-338SCFMPSIG10-15DRAIN 1"1"CF-1100 PSIG115 PSIG100 PSIG115 PSIGSINGLE HOSEFUEL POST ASSY.1-CNG-SST1"x3/4"4"x3"4"x3"PR-1(BY CE)PR-1(BY CE)REDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UNAUT HORIZED USE, REPRODUCT ION, PUBLI CATION, DI STRIBUTION OR SAL E IN WHOL E OR I N PART , IS STRICTLY FORBIDDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
30% DESIGN REVIEW12/5/2024A PB
C:\Users\arturo.moreno\Clean Energy Fuels Corp\Engineering Design - Projects\USA Hauling\03. Drawings\Sheet Set (CAD Plan Set)\P1.0-P&ID DIAGRAM.dwg12/6/202412/6/2024 4:37:40 PM2024/12/06USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
PIPING & INSTRUMENTATION DIAGRAM
21330.00PBMLP1.0
EQUIPMENT SCHEDULEITEM NOMARKQTY.DESCRIPTIONMFR.MODEL NO.MAWP[PSIG]SERVICEPRESSURE[PSIG]SIZE OR CAPACITY11GAS DRYERPSB21-6200156" INLET & OUTLET2SKID A1TWIN CNG COMPRESSOR SKIDANGI(ARIEL)ARIEL: JGQ/2-4 STAGE185 (INLET)5,000 (OUTLET)16 (INLET)4,500 (OUTLET)2 x 200 HP3CF-12SINGLE COALESCING FILTERASSY.FILTER: PARKERFILTER RACK: CECJN4C-4CN5067725,0004,5001" INLET & OUTLET4V-11CNG STORAGE VESSELCPI-5,5004,500(1) 20"OD X 23' L, 3/4" NPT5-1BUFFER/ESD VALVE PANELANGI-5,0004,5001", 1 INLET, 2 OUTLETS2,500 SCF/MIN MAX (EST.)6FP 11FUEL POSTW/ (1) FUEL HOSE ASSY.CEC5110294,5004,500SINGLE SIDE FUEL POST24FT HOSE LENGTH(1) 1/4" FILL x 1/4" VENT HOSEPARKER & OPW BREAKAWAYSSTAUBLI NOZZLE7FP 2-1817FUEL POSTW/ (2) FUEL HOSE ASSY.CEC5110314,5004,500SINGLE SIDE FUEL POST24FT HOSE LENGTH(1) 1/4" FILL x 1/4" VENT HOSEPARKER & OPW BREAKAWAYSSTAUBLI NOZZLEPIPE AND TUBING SCHEDULEMARKSIZEBASISSCHWALL THK[IN]MATERIALSPECIFICATIONMAWP[PSIG]SERVICEPRESSURE[PSIG]SERVICETEMP.[°F]NOTE1-V-SST1"OD316 SS0.120316 SSASTM A2135,2800-40-149.120" MIN. WALL SEAMLESS TUBE1-V-CS21"NPS800.179CSASTM A106B3,4700-3,00030-130SEAMLESS PIPE2-V-CS22"NPS800.218CSASTM A106B2,2100-1,00030-130SEAMLESS PIPE3-V-CS23"NPS800.300CSASTM A106B2,3600-1,00030-130SEAMLESS PIPE2-G-CS2"NPS400.154CSASTM A106B1,2032030-110SEAMLESS PIPE3-G-CS3"NPS400.216CSASTM A106B1,460125-15030-110SEAMLESS PIPE4-G-CS4"NPS400.237CSASTM A106B1,3002030-110SEAMLESS PIPE6-G-CS6"NPS400.280CSASTM A106B1,1002030-110SEAMLESS PIPE3-G-HDPE3"NPSSDR 70.500HDPEASTM D2513150125-14050-70HDPE, PE47104-G-HDPE4"NPSDR 110.409PEPASTM D25131002050-70HDPE, PE47106-G-HDPE6"NPSDR 110.602PEPASTM D25131002050-70HDPE, PE47103/8-CNG-SST3/8"OD(TUBE)0.065316 SSASTM A2136,82090-110-40-149SEAMLESS TUBE3/4-CNG-SST3/4"OD(TUBE)0.134316 SSASTM A2135,8804,500-40-149SEAMLESS TUBE1-CNG-SST1"OD(TUBE)0.120316 SSASTM A2695,280120-4,500-40-1490.120" MIN. WALL SEAMLESS TUBEVALVE AND INSTRUMENTATION SCHEDULEMARKSIZECONNECTIONMATERIALDESCRIPTIONMFR.PART NO.MAWP[PSIG]SERVICEPRESSURE[PSIG]NOTEBLV-11/2"MPT316 SSBLEED VALVESWAGELOKSS-BVM89,2904,500BBV-11/4"MPT316 SSBLOCK & BLEED VALVEWIKA433974710,0000-4,500BV-13/8"SWAGED316 SSCNG BALL VALVESWAGELOKSS-AFSS6-LH6,00095-4,500BV-33/4"SWAGED316 SSCNG BALL VALVESWAGELOKSS-AFSS12-LH5,8004,500LOCKABLE HANDLEBV-41"FNPT316 SSCNG BALL VALVEHABONIM10 FH27W-666MYI/NPT6,0004,500API 607 FIRE-RATEDBV-52"FPTCSGAS BALL VALVESVFF8004466AGSE002000001,50015FIRE-RATEDBV-74"CL 150 RFF316 SSGAS BALL VALVEHABONIM40 F73W-6666AI/15028515API 607 FIRE-RATEDBV-86"CL 150 RFFCSGAS BALL VALVEHABONIM60 F73W-4466AI/15028515API 607 FIRE-RATEDCV-13/8"SWAGED316 SSCNG CHECK VALVESWAGELOKSS-CHS6-255,0004,500PI-12.50"1/4" MPT316 SSPRESSURE GAUGEWIKATYPE 233.30, P/N 925163410020-58GLYCERIN-FILLEDPI-22.50"1/4" MPT316 SSPRESSURE GAUGEWIKA983200410,0001,000-4,500GLYCERIN-FILLEDPV-11/2"MPT316 SSPURGE VALVESWAGELOKSS-4PM8372015IS-16"CL 150 RFFCSINLET Y-STRAINERKECKLEY62RFY-CSM40M36-SBB-SA728520-60PR-13"CL 150 RFFCASTDUCTILEPRESSURE REGULATORKIMRAYTBD25020-58SET AT 15 PSIGSYMBOLSPRODUCTLINE SIZEMATERIAL3-G-PEPLEGENDLINE DESIGNATIONABBREVIATIONSPIA.G.ABOVE GROUNDAAIRCNGCOMPRESSED NATURAL GASCSCARBON STILL (SCH. 40)CS2CARBON STEEL (SCH. 80)XXSCARBON STEEL (SCH. XXS)DDRAINESDEMERGENCY SHUTDOWN(E)EXISTING(F)FUTUREFPFUEL POSTFMTFUEL MNGMNT. TERMINALGNATURAL GAS (0-400 PSIG)HHIGHLLOWL.O.LOCKED OPENL.C.LOCKE CLOSEDMMETER(N)NEWN.C.NORMALLY CLOSEDN.O.NORMALLY OPENPIPRESSURE INDICATORPEPPOLYETHYLENE PIPEPRVPRESSURE RELIEF VALVEPVCPOLYVINYL CHLORIDE PIPERRREMOVE AND REPLACESSOLENOIDSSSTAINLESS STEELSSTSTAINLESS STEEL TUBE(TYP)TYPICALU.G.UNDERGROUNDVVENTBALL VALVENORMALLY CLOSEDVALVECHECK VALVENEEDLE VALVEPLUG VALVE3-WAY VALVEBLOCK AND BLEEDVALVEPRESSURE REGULATOR(SETTING AS NOTED)BLEED OR PURGE VALVEGAS-ACTUATED VALVESOLENOID VALVESOLENOID VALVE(3-WAY)LOCAL INSTRUMENT ORGAUGEPANEL MOUNTEDINSTRUMENT OR GAUGEPOINT OF CONNECTIONRELIEF VALVEFLEXIBLE HOSEPLUGCAPUNIONHOSE COUPLINGTHREADED PLUGFILTERFLEX CONNECTORPRESSURE INDICATOR(RANGE AS NOTED)PIPE REDUCTION/EXPANSION CONICALSTRAINER (BUILT-IN)PRIMARY LOCATIONPROGRAMMABLELOGIC CONTROLELECTRICAL SIGNALPNEUMATIC SIGNALREDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UNAUT HORIZED USE, REPRODUCT ION, PUBLI CATION, DI STRIBUTION OR SAL E IN WHOL E OR I N PART , IS STRICTLY FORBIDDEN.
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30% DESIGN REVIEW12/5/2024A PB
C:\Users\arturo.moreno\Clean Energy Fuels Corp\Engineering Design - Projects\USA Hauling\03. Drawings\Sheet Set (CAD Plan Set)\P1.1-P&ID SCHEDULE.dwg12/6/202412/6/2024 4:37:45 PM2024/12/06USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
PIPING & INSTRUMENTATION SCHEDULE
21330.00PBMLP1.1
4.3MATERIALSA. GENERAL1.ALL MATERIALS SHOWN ON THE DRAWING PLANS AND DETAILS ARE THEMAIN ITEMS OF CONSTRUCTION AND ARE NOT TO BE CONSTRUED ASALL-INCLUSIVE. THE CONTRACTOR SHALL MAKE COMPLETE ALLELECTRICAL INSTALLATIONS IN A NEAT, PROFESSIONAL, ANDWORKMANLIKE MANNER.2.THESE DESIGN DRAWINGS ARE SCHEMATIC AND DO NOT SHOW ALLOFFSETS, BENDS, ELBOWS, OR OTHER SPECIFIC ELEMENTS WHICH MAY BENEEDED FOR PROPER INSTALLATION. EXCEPT WHERE SHOWN INDIMENSIONAL DETAIL, THE LOCATIONS OF SWITCHES, RECEPTACLES,LIGHTS, MOTORS, OUTLETS, AND OTHER EQUIPMENT ON PLANS AREAPPROXIMATE. SUCH ITEMS SHALL BE PLACED SO AS TO ELIMINATEINTERFERENCE WITH DUCTS, PIPING, AND EQUIPMENT. THE EXACTLOCATION SHALL BE DETERMINED IN THE FIELD.3.EQUIPMENT SIZES SHOWN ON THE DRAWINGS ARE MINIMUM UNLESSOTHERWISE INDICATED. BEFORE INSTALLING ANY WIRE OR CONDUIT, THECONTRACTOR SHALL OBTAIN THE EXACT EQUIPMENT REQUIREMENTS ANDSHALL INSTALL WIRE, CONDUIT, DISCONNECT SWITCHES, MOTORSTARTERS, HEATERS, CIRCUIT BREAKERS, AND OTHER ITEMS OF THECORRECT SIZE FOR THE EQUIPMENT ACTUALLY INSTALLED. HOWEVER,WIRE AND CONDUIT SIZES SHOWN ON THE DRAWINGS SHALL BE TAKEN ASA MINIMUM AND SHALL NOT BE REDUCED WITHOUT WRITTEN APPROVAL.4.MATERIALS AND EQUIPMENT FURNISHED BY THE THE CONTRACTOR SHALLBE NEW, AND BE IN COMPLIANCE WITH THESE SPECIFICATIONS.MATERIALS AND EQUIPMENT SHALL BE PRODUCTS THAT HAVE BEEN INSATISFACTORY COMMERCIAL OR INDUSTRIAL USE AT LEAST TWO YEARSPRIOR TO AWARD OF CONTRACT.5.ALL CONDUIT, CONDUIT FITTINGS, AND ENCLOSURES SHALL BE PROPERLYPROTECTED FROM ANY MOISTURE DURING STORAGE. THE CONTRACTORSHALL ENSURE THAT AT THE TIME OF USE, THE MATERIALS ARE CLEAN,DRY AND SUITABLE FOR THEIR INTENDED USE.6.MAIN CIRCUIT BREAKERS FEEDING SYSTEMS RATED 1000 AMPS AND ABOVESHALLINCLUDE GROUND FAULT CIRCUIT INTERRUPTERS (GFCI).8. MAIN SWITCHBOARD SHALL BE NEMA 3R, WITH AN INTERRUPTINGCAPACITY OF 65KAIC, FULLY RATED. ROOF OF SWITCHBOARD SHALLSLOPE AWAY FROM THE SWITCHBOARD'S FRONT.9.ELECTRICAL EQUIPMENT SHALL BE LISTED BY A NATIONALLY-RECOGNIZEDTESTING LABORATORY ACCEPTABLE BY THE AHJ.B.CABLE AND WIRE1.CABLE AND WIRE FOR POWER AND CONTROL CIRCUITS AT 600 VOLTS ANDBELOW SHALL BE 600 VOLT COPPER, TYPE THWN-2. WIRE SIZES #12 AWGAND SMALLER MAY BE SOLID OR STRANDED; ALL LARGER SIZES SHALL BESTRANDED.2.IF ALLOWED BY THE ELECTRIC UTILITY COMPANY, ALUMINUMCONDUCTORS MAY BE USED FOR THE MAIN UTILITY FEEDER. CONTRACTORSHALL SUBMIT WIRE DATA AND CALCULATIONS FOR APPROVAL BY THEENGINEER.3.GROUND WIRE SHALL BE MEDIUM DRAWN BARE STRANDED COPPER . ALLGROUND CONNECTIONS AND FITTINGS SHALL BE CAST OR FORGEDCOPPER ALLOY BODY.4.INSTRUMENT WIRING SHALL BE AS CALLED FOR ON THE PLANS.C.GROUNDINGINSTALL GROUND WELL'S/ RODS AS NOTED ON THE ELECTRICALDRAWINGS.D.CONDUIT1.ABOVEGROUND CONDUIT FOR POWER CONDUCTORS IN PERMANENTLYINSTALLED NON-FLEXING SERVICE SHALL BE THREADED RIGID METALCONDUIT (RMC) OR THREADED STEEL INTERMEDIATE CONDUIT (IMC).UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC, UNLESS NOTEDOTHERWISE IN THE DRAWINGS.2.UNDERGROUND PVC CONDUIT SHALL BE FITTED WITH RMC SWEEPS ANDRISERS AT TRANSITIONS TO ABOVEGROUND; HOWEVER, RISERS INTOPANELS OR SWITCHBOARDS IN NON-HAZARDOUS LOCATIONS MAY BE PVC.UNDERGROUND RMC SHALL BE PVC-COATED GALVANIZED STEEL.3.FLEXIBLE CONDUIT SHALL BE STEEL LIQUID-TIGHT WITH A PVC JACKETSUITABLE FOR THE AREA CLASSIFICATION IN WHICH IT IS TO BE INSTALLED.4.CONDUIT INSTALLED WITHIN HAZARDOUS AREAS SHALL BE THREADED IMCOR RMC. PROVIDE CONDUIT SEALS WHERE CONDUIT CROSSESBOUNDARIES OF HAZARDOUS AREAS, OR AS OTHERWISE REQUIRED BYCODE.E.CONDUIT FITTINGS1.CONDUIT BODIES WITH COVERS SHALL HAVE URETHANE GASKETS ANDSTAINLESS STEEL ATTACHING SCREWS. CONDUIT BODIES INNON-HAZARDOUS AREAS AND DIV. 2 HAZARDOUS AREAS SHALL BECOOPER "CONDULET" FORM 8; AND IN DIV 1 HAZARDOUS AREAS, COOPER"CONDULET" OE OR GU SERIES. BODY MATERIAL SHALL BE FERALOY IRONALLOY, ELECTROGALVANIZED AND FINISHED WITH ACRYLIC PAINT.2.METAL CONDUIT RISERS INTO PANEL BOARDS AND SWITCHBOARDS SHALLBE FITTED WITH INSULATED GROUNDING BUSHINGS. BUSHINGS SHALLHAVE GROUNDING SADDLES AND SET SCREWS SUITABLE FOR A #6 AWGBCW GROUND BOND WIRE.3.MAINTAIN 1 FOOT MINIMUM HORIZONTAL CLEARANCE BETWEEN INCOMINGUNDERGROUND UTILITIES (GAS OR ELECTRIC) AND OTHER PIPING ORCONDUITS.4.WHERE MULTIPLE CONDUITS COME TO THE SURFACE, THROUGH SLABS ORPADS, CONDUIT SHALL CONTINUE TO 6 INCHES ABOVE THE SURFACEBEFORE CONNECTING TO FITTINGS OR SEALS, WHEREVER PRACTICAL.5.WHERE A SINGLE CONDUIT COMES TO THE SURFACE THROUGH A SLAB ORPAD, CONCRETE ENCASEMENT SHALL TERMINATE AT THE SLAB OR PADSURFACE. IF RISING INTO SLAB-MOUNTED OR PAD MOUNTEDSWITCHBOARDS, MOTOR CONTROL CENTERS, AND SIMILAR EQUIPMENT,EXTEND THE CONDUIT UP 3 INCHES ABOVE SURFACE OF SLAB.6.TYPE PVC CONDUIT SHALL BE PERMITTED WHERE ENCASED IN ACONCRETE ENVELOPE A MINIMUM OF 50 MM (2 IN.) THICK AND PROVIDEDWITH NOT LESS THAN 600 MM (24 IN.) OF COVER MEASURED FROM THE TOPOF THE CONDUIT TO GRADE.7.THREADED RIGID METAL CONDUIT OR THREADED STEEL INTERMEDIATEMETAL CONDUIT SHALL BE USED FOR THE LAST 600 MM (24 IN.) OF THEUNDERGROUND RUN TO EMERGENCE OR TO THE POINT OF CONNECTIONTO THE ABOVEGROUND RACEWAY.H.ABOVEGROUND CONDUIT INSTALLATION1.ARRANGEMENT AND GROUPING OF DUCTS SHALL BE RUN AS-SHOWN ONTHE DRAWINGS, FROM PLACE-TO-PLACE, AND SHALL BE INSTALLED ATELEVATIONS IN ABOVEGROUND CONDUIT.2.SUPPORT EXPOSED CONDUIT ON MAXIMUM SIX (6) FOOT CENTERS ANDWITHIN TWO (2) FEET OF ANY CONNECTION POINT. CONDUIT AND FITTINGSMAY BE SUPPORTED FROM MACHINERY SUPPORTING STRUCTURESADEQUATE FOR ADDITIONAL WEIGHT. CONDUIT AND FITTINGS SHALL NOTBE CLAMPED OR WELDED OR BOLTED TO VESSELS FOR MACHINERYEXCEPT AS SPECIFICALLY PERMITTED BY CLEAN ENERGY OR AS SHOWNON THE DRAWINGS.3.FACTORY 90 DEGREE CONDUIT BENDS SHALL BE USED FOR CONDUIT SIZED1-1/2 INCHES AND ABOVE. RADIUS OF FIELD BENDS SHALL NOT BE LESSTHAN 10 TIMES DIAMETER OF CONDUIT. CONDUIT BENDS AND OFFSETSSHALL BE AVOIDED WHERE POSSIBLE. CONDUIT FLATTENED OR WRINKLEDDURING BENDING SHALL NOT BE USED.4.ENDS OF ALL METAL CONDUITS TERMINATING IN PANEL BOARDS ANDSWITCHBOARDS SHALL BE PROVIDED WITH INSULATED GROUNDINGBUSHINGS. BOND INSULATED GROUNDING BUSHINGS TO EQUIPMENTGROUND USING #6 AWG BCW.5.INSTALL LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT BETWEEN RIGIDCONDUIT AND MOTORS, VIBRATING EQUIPMENT, MOVABLE EQUIPMENT,AND INSTRUMENTS. MINIMUM ONE (1) FOOT AND MAXIMUM THREE (3) FEETIN LENGTH.6.INSTALL CONDUIT SEALS WHERE REQUIRED. POUR SEALS WITH THE SEALMANUFACTURER'S SPECIFIED COMPOUND AFTER SYSTEMS AREFUNCTIONAL AND HAVE BEEN ACCEPTED BY CLEAN ENERGY AND THEJURISDICTION. SEAL FITTING PLUGS SHALL NOT BE INSTALLED FOR 24HOURS AFTER POURING SEALING COMPOUND.7.OPEN ENDS OF CONDUITS SHALL BE CAREFULLY PLUGGED DURINGCONSTRUCTION TO PREVENT THE ENTRANCE OF FOREIGN MATERIALS.AFTER CONDUITS ARE INSTALLED, PULL A MANDREL THROUGH EACHCONDUIT TO CLEAR THE CONDUIT OF DEBRIS. FOLLOW THE MANDREL WITHWIRE BRUSHES AND SWABS TO COMPLETELY CLEAN THE CONDUIT.IMMEDIATELY AFTER A CONDUIT IS CLEANED, PLUG OR CAP THE RUN.INSTALL PULL STRINGS IN ALL SPARE CONDUITS, 3/16" NYLON MIN.8.COVERED OPENINGS ON CONDUIT FITTINGS SHALL NOT BE BLOCKED BYSTRUCTURAL STEEL OR PIPE WHICH WOULD NECESSITATE DISASSEMBLYOF PIPE, OR OTHER EXTREME MEASURES, FOR ACCESS TO THE INTERIOROF FITTINGS FOR FUTURE WIRE REPLACEMENT AND PULLING.9.ON MASONRY AND CONCRETE STRUCTURES, CONDUITS SHALL BEATTACHED WITH ONE-HOLE PIPE STRAPS AND CLAMP-BACKS USINGSCREW ANCHORS OR EXPANSION BOLTS.10.EXPOSED CONDUIT SHALL BE INSTALLED PARALLEL TO STRUCTURALMEMBERS AND SURFACES.11.TWO OR MORE CONDUITS IN THE SAME GENERAL ROUTING SHALL BEPARALLEL WITH SYMMETRICAL BENDS.12.CONDUITS SHALL BE INSTALLED AT LEAST 6 INCHES FROM HIGHTEMPERATURE PIPING, DUCTS, AND FLUES.13.CONDUIT CONNECTIONS TO SHEET METAL ENCLOSURES SHALL BESECURELY FASTENED BY LOCKNUTS INSIDE AND OUTSIDE.14.CONDUITS SHALL BE INSTALLED BETWEEN THE REINFORCING STEEL INWALLS OR SLABS WHICH HAVE REINFORCEMENT IN BOTH FACES. IN SLABSWHICH HAVE ONLY A SINGLE LAYER OF REINFORCING STEEL, CONDUITSSHALL BE CLEAR OF THE STEEL AND THE CONCRETE SURFACE.15.UPON COMPLETION, ENSURE THAT EQUIPMENT IS CLEAN; STRUCTURALELEMENTS ARE COMPLETE AND TIGHT; ARE PROPERLY HARNESSED,SECURED, AND IDENTIFIED; CONDUITS ARE BUSHED, TAGGED, ANDSUPPORTED; SEALS ARE IN PLACE; GROUND WIRES ARE PROVIDED ANDCONNECTED; TAGS, LABEL PLATES, AND INSTRUCTION PLATES AREATTACHED AND SECURE.C:\Users\arturo.moreno\Clean Energy Fuels Corp\Engineering Design - Projects\USA Hauling\03. Drawings\Sheet Set (CAD Plan Set)\E0.0 ELECTRICAL NOTES CA.dwg12/05/202412/6/2024 4:37:48 PM2024/12/06USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
ELECTRICAL NOTES
21330.00PBMLE0.0F.CABLE AND WIRE TERMINATIONS1.ALL POWER CABLE SHALL BE TERMINATED WITH COMPRESSION LUGS ORMECHANICAL LUGS .2.CONTROL, ALARM AND SIGNAL WIRE SHALL BE TERMINATED WITHCOMPRESSION SPADES OR RING LUGS WHERE SCREW TERMINALS AREPROVIDED. SOLDER CONNECTIONS ARE NOT ALLOWED.3.CABLES AND CONDUCTORS SHALL BE CONTINUOUS BETWEEN TERMINALS,AND NOT JOINED BY SPLICES OR WIRE NUTS, EXCEPT AS NECESSARY TOCONNECT TWO OR MORE WIRING BRANCHES TOGETHER IN A JUNCTIONBOX.4.IN CLASS I, DIVISION 2 LOCATIONS, ALL WIRING METHODS PERMITTED IN501.10(A) AND THE FOLLOWING WIRING METHODS SHALL BE PERMITTED:(1) RIGID METAL CONDUIT (RMC) AND INTERMEDIATE METAL CONDUIT(IMC) WITH LISTED THREADLESS FITTINGS.(2) ENCLOSED GASKETED BUSWAYS AND ENCLOSED GASKETED WIREWAYS.(3) TYPE PLTC AND TYPE PLTC-ER CABLE IN ACCORDANCE WITH THEPROVISIONS OF ARTICLE 725, INCLUDING INSTALLATION IN CABLE TRAYSYSTEMS. THE CABLE SHALL BE TERMINATED WITH LISTED FITTINGS.G.ENCLOSURES1.ENCLOSURES FOR EQUIPMENT AND DEVICES SHALL BE UL LISTED, NEMA3R OR NEMA4 IN NON-HAZARDOUS AREAS, AND NEMA 7 IN CLASS 1 , DIV 1 OR DIV 2 AREAS.2.ENCLOSURES IN NON-HAZARDOUS AREAS SHALL BE PROVIDED WITH WATER TIGHT CONDUIT HUBS ON TOP- AND VERTICAL SURFACES.GASKETS AND O-RINGS SHALL BE INSTALLED AS INSTRUCTED BYMANUFACTURER, TO MAINTAIN WEATHER TIGHTNESS.3.PULL BOXES AND JUNCTION BOXES SHALL BE UL LISTED FOR NEMA 3R INNON-HAZARDOUS AREAS, AND NEMA 7 IN CLASS 1, DIV 1 EXTERIOR AREAS.ALL PULL BOXES INSTALLED WHEREVER TRAFFIC MIGHT COME INCONTACT SHALL BE TRAFFIC RATED. ALL IN-GROUND PULL BOXES SHALLBE EQUIPPED WITH LOCK DOWN DEVICES.H.EQUIPMENT MOUNTING1. EQUIPMENT SHALL BE SECURED WITH CORROSION-PROOF BOLTS,STRAPS, HANGERS, AND SUCH OTHER HARDWARE AND DEVICES AS ARENECESSARY OR APPROPRIATE.I.SPECIALTY EQUIPMENT1. ESD PUSH BUTTONS: BUTTONS SHALL BE MAINTAINED PUSH-PULL TYPEWITH LARGE, RED, MUSHROOM HEAD PUSH BUTTON THAT IS NORMALLYCLOSED. ESD BUTTONS SHALL BE LISTED FOR GROUP D, CLASS 1,DIVISION 2 HAZARDOUS AREAS. DO NOT INSTALL ESD BUTTONS IN CLASS1,DIVISION 1 HAZARDOUS AREAS.2. EMERGENCY PHONE: FURNISH EMERGENCY TELEPHONE(S) IF SHOWN INTHE DRAWINGS. FURNISH STANDARD INDUSTRIAL DIAL-OUT PHONE WITHWEATHER PROOF ENCLOSURE FOR OUTDOOR USE. CEE CO EMERGENCYTELEPHONE, PART NO. WPP-331-D-R.4.4 INSTALLATION REQUIREMENTSA.GENERAL1.INSTALL THE SWITCHBOARD ON THE FOUNDATIONS AS INDICATED BYTHESE DRAWINGS. INSTALL CONDUITS, WIRE, LIGHTING FIXTURES,GROUND GRID, ETC., AS SHOWN ON THE DRAWINGS.B.GROUNDING1.ALL EQUIPMENT GROUNDS SHOULD BE THROUGH SLAB, HIDDEN WHEREPOSSIBLE AND PROTECTED BY PVC CONDUIT.2.GROUNDING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NECARTICLE 250, PART III. SYSTEM GROUND SHALL CONSIST OF 4/0 BARE COPPER STRANDED WIRE GROUND RING 30" BELOW GRADE, ENCIRCLINGTHE EQUIPMENT COMPOUND WITH INTERCONNECTING RUNS BETWEENMAJOR EQUIPMENT COMPONENTS. ALL WIRE TO WIRE CONNECTIONSSHALL BE MADE USING BURNDY "HYGROUND" IRREVERSIBLECOMPRESSION FITTINGS. A MINIMUM OF TWO GROUND RODS SHALL BECONNECTED TO THE SYSTEM AT OPPOSITE SIDES OF THE EQUIPMENTAREA. ADDITIONAL GROUND RODS TO BE INSTALLED AS NECESSARY.GROUND RING TO BE EXTENDED TO FUELING AREAS AND OTHEREQUIPMENT AREAS REMOTE FROM EQUIPMENT COMPOUND, WITHGROUND RODS INSTALLED PER CLEAN ENERGY SPECIFICATIONS.3.AFTER THE GROUNDING SYSTEM HAS BEEN INSTALLED, CONTRACTOR SHALL PERFORM THE FOLLOWING TEST BEFORE ANY GROUND RODS ARECOVERED:A FALL-OF-POTENTIAL TEST METHOD SHALL BE PERFORMED BY A NETACERTIFIED TESTING AGENCY TO ENSURE THE GROUNDING ELECTRODESYSTEM DOES NOT EXCEED 25 OHMS PER NEC ARTICLE 250.C.CONNECTIONS AND CONTROLS1.THE CONTRACTOR SHALL WIRE ALL CONTROL DEVICES FURNISHED BYOTHERS IN ACCORDANCE WITH SCHEMATIC AND WIRING DIAGRAMS FURNISHED WITH THE EQUIPMENT, THIS SPECIFICATION, AND THE CONSTRUCTION DRAWINGS. D.IDENTIFICATION AND LABELING1.INSTALL NON-CORRODING METAL-STRIP CONDUIT TAGS WITH EMBOSSEDCONDUIT NUMBERS AT END POINTS OF ALL CONDUITS, AND AT PENETRATIONS INTO SLABS, GROUND, AND THE EQUIPMENT, ATTACHEDWITH DOUBLE METAL BANDS.2.IDENTIFY EACH CONDUCTOR USING BRADY-TAGS PROTECTED BYHEAT-SHRINKABLE SLEEVES. CONDUCTORS SHALL BE MARKEDWHEREVER THEY TERMINATE IN AN EQUIPMENT ENCLOSURE, AND SHALLBE MARKED WITH THE TERMINAL ID NO. PROVIDED IN THE EQUIPMENTMANUFACTURER'S SHOP DRAWING(S).3.IDENTIFY EACH ITEM OF ELECTRICAL EQUIPMENT WITH A 1 INCH X 2.5 INCHENGRAVED NAMEPLATE. THE LETTERING SHALL BE 316 INCH HIGH, WITHBLACK TEXT ON A WHITE BACKGROUND.4.ALL SPARE CONDUCTORS SHALL BE TAPED AT EACH END AND IDENTIFIED AS SPARE.5.THE INSULATION OF A SINGLE-CONDUCTOR WIRE SHALL BE COLORED ASFOLLOWS:120/208 VOLT CIRCUITSWIRE COLORNEUTRALWHITEPHASE A BLACKPHASE BREDPHASE CBLUEGROUNDGREENFOR LARGE CONDUCTORS AVAILABLE ONLY WITH BLACK INSULATION,APPLY SUITABLY COLORED ELECTRICAL TAPE NEAR TERMINATIONS.E.TESTING AND DEFICIENCIES1.WHEN DEFICIENCIES ARE FOUND, THE DEFICIENCY SHALL BE CORRECTEDAND THE TEST RE-RUN. THIS PROCEDURE SHALL BE REPEATED UNTIL THEDEFICIENCY IS CLEARED. TESTS SHALL BE PERFORMED BY QUALIFIED ANDEXPERIENCED PERSONS.2.ALL INSTALLATIONS AND WIRING SHALL BE THOROUGHLY TESTED TODETERMINE PROPER POLARITY, PHASING, FREEDOM FROM SHORTCIRCUITS, FOR CONTINUITY AND OPERATION OF CONTRACTOR SUPPLIEDEQUIPMENT, RELAYS, INSTRUMENTS, ETC. THE CONTRACTOR SHALLOPERATE ALL CIRCUIT BREAKERS, HAND SWITCHES AND PUSH BUTTONSBY HAND TO DEMONSTRATE PROPER MECHANICAL FUNCTION.3.COMPLETE TEST AND INSPECTION RECORDS SHALL BE MADE BY THE THECONTRACTOR AND INCORPORATED INTO A REPORT, WHICH SHALL BEGIVEN TO THE CLEAN ENERGY. ALL READINGS TAKEN SHALL BERECORDED.4. ALL TESTS SHALL BE PERFORMED IN THE PRESENCE OF CLEAN ENERGY'SPROJECT MANAGER OR REPRESENTATIVE UNLESS INSTRUCTEDOTHERWISE.6. AUTHORIZATION MUST BE OBTAINED FROM CLEAN ENERGY BEFORE ANYWORK IS DONE ON AN ENERGIZED CIRCUIT. THERE SHALL BE NOINTERRUPTION OF ENERGIZED CIRCUITS WITHOUT PRIOR AUTHORIZATION.7. ALL CABLES AND EQUIPMENT INDICATED FOR 480V SERVICE, INCLUDINGMOTORS AND TRANSFORMERS, SHALL BE TESTED FOR GROUND ANDSHORTS BY MEANS OF A MEGGER INSULATION TESTING INSTRUMENT,WHICH SHALL IMPRESS A VOLTAGE OF NOT LESS THAN 500 VOLTS UPONTHE CIRCUIT UNDER TEST.8. WHERE TESTS INDICATE THAT INSULATION WAS DAMAGED BY HANDLING OR DURING INSTALLATION, NEW CABLE SHALL BE INSTALLED AT THETHE CONTRACTOR'S EXPENSE.9.ALL ABOVE GRADE CONNECTIONS SHALL BE ACCESSIBLE FOR INSPECTIONAND TESTING. INTERLOCKING CONTROL AND INSTRUMENTATION WIRINGFOR EACH SYSTEM AND/OR PART OF A SYSTEM SHALL BE CAREFULLYCHECKED TO ASCERTAIN THAT THE SYSTEM WILL FUNCTION PROPERLY ASINDICATED BY THE WIRING DIAGRAMS, SCHEMATIC DIAGRAMS, DESCRIPTION OF OPERATION, ETC.10.CLEAN ENERGY PERSONNEL SHALL SET CIRCUIT BREAKERS AND RELAYSPROPERLY COORDINATED SO THAT EQUIPMENT WILL BE IN PROPER OPERATING CONDITION BEFORE BEING PLACED IN SERVICE.11.UPON COMPLETION OF PRELIMINARY CHECKS, ALL EQUIPMENT SHALL BETESTED FOR SATISFACTORY OPERATION. CLEAN ENERGY PERSONNELSHALL START EQUIPMENT AS DIRECTED BY CLEAN ENERGY'S PROJECTMANAGER OR OTHER AUTHORIZED REPRESENTATIVE.F.ENCLOSURES AND SUPPORTS1.SUPPORTS AND ENCLOSURES SHALL BE PROVIDED FOR ALL CONTRACTORFURNISHED EQUIPMENT.2.BOLT ELECTRICAL EQUIPMENT TO RACKS, PLATES WELDED TO RACKS,PLATES WELDED OR BOLTED TO OTHER STRUCTURES, BUILDINGS, ORWHERE PERMITTED, TO EQUIPMENT. DO NOT WELD TO ELECTRICALEQUIPMENT. PROVIDE BACKING PLATES WHERE EQUIPMENT IS ATTACHEDTO METAL THAT IS LESS THAN 1/8" INCH THICK. CONDUIT BOXES UP TO 6INCHES SQUARE MAY BE SUPPORTED IN CONDUIT RUNS WITHOUTADDITIONAL SUPPORT; HOWEVER, BOXES ON FREE-STANDING STUB-UPSSHALL BE PROVIDED WITH EXTRA SUPPORT.3.SUPPLEMENTARY SUPPORTS, CLIPS, AND BRACKETS SHALL BECONSTRUCTED FROM STANDARD ROLLED STEEL SHAPES, HOT DIPPEDGALVANIZED AFTER FABRICATION. ANGLES, PLATES, CHANNELS,UNI-STRUT, POWER STRUT OR RODS MAY BE USED FOR THIS PURPOSE.WELDING TO A GALVANIZED STRUCTURE SHALL NOT BE PERMITTED. USECORROSION-PROOF BOLTS, STRAPS, ETC.4.RACKS SHALL BE STRUCTURAL SHAPES WELDED OR BOLTED TOGETHERAND SUPPORTED FROM OTHER STRUCTURES, OR INDEPENDENTLYSUPPORTED BY CONCRETE FOUNDATIONS.G.UNDERGROUND CONDUIT INSTALLATION1.MINIMUM BURIAL DEPTH FOR UNDERGROUND CONDUIT SHALL BE 24INCHES BELOW TOP OF FINISHED GRADE. WHERE POWER CONDUIT ISINSTALLED IN THE SAME TRENCH AS GAS PIPE, INSTALL GAS PIPE AT LEAST6" ABOVE THE CLOSEST POWER CONDUIT. ALL UNDERGROUND CONDUITRUNS MUST BE CLEAR OF CROSSING PIPES OR STRUCTURES BY AT LEAST6 INCHES; THUS, MINIMUM DEPTHS GREATER THAN 24 INCHES MAY BENEEDED FOR ADEQUATE SEPARATION FROM OTHER UNDERGROUNDSTRUCTURES .2.CONDUITS PLACED UNDERGROUND SHALL BE RUN AS SHOWN ONDRAWINGS AND SUPPORTED A MINIMUM OF EVERY 10 FEET, USINGFABRICATED DUCT SPACERS, TO PREVENT SAGGING WHILE WAITING FORENCASEMENT OR BACKFILL. CONDUITS RUN IN MULTIPLE SHALL BESEPARATED AT LEAST 2 INCHES CLEAR. THEY SHALL BE SEPARATEDEVENLY THROUGHOUT THE RUN, EXCEPT WHERE IT IS NECESSARY TO FANOUT AT RISERS AND TRANSITIONS. CHANGE OF HORIZONTAL DIRECTIONSOF CONDUIT RUNS SHALL BE MADE IN LONG, GENTLE SWEEPS. INSTALLSPARE CONDUITS AS SHOWN ON DRAWINGS. BACKFILL AND TRENCHINGSHALL BE CONSISTENT WITH THE PROVISIONS OF THIS SPECIFICATION.277/480 VOLT CIRCUITSWIRE COLORNEUTRALGRAYPHASE A BROWNPHASE B ORANGEPHASE C YELLOWGROUNDGREEN/YELLOWCONTROL CIRCUITSWIRE COLOR24VDC (+)ORANGE24VDC (-)YELLOW24VDC SIGNALBLUE120VAC SIGNALREDSPAREVIOLETREDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
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THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UNAUTHORIZED USE, REPRODUCTI ON, PUBLI CATION, DISTRIBUTION OR SAL E IN WHOLE OR IN PART, IS STRICTLY FORBI DDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
30% DESIGN REVIEW12/5/2024A PBPART 4 - ELECTRICAL4.1 GENERALA.ELECTRICAL EQUIPMENT, MATERIALS, WORKMANSHIP AND TESTING SHALLBE PROVIDED OR PERFORMED AS DESCRIBED HEREIN. WORK COVEREDBY THESE SPECIFICATIONS INCUDES THE FOLLOWING:1. INSTALLATION OF A NEW 480 VOLT SWITCHBOARD(S).2. INSTALLATION OF INSTRUMENTATION, CONDUIT AND WIRE AS SHOWN ON THE DRAWINGS.3. INSTALLATION OF EQUIPMENT GROUNDING SYSTEM AS SHOWN ON THE DRAWINGS.4. INSTALLATION OF POWER AND LIGHTING CONDUITS AND WIRE AS REQUIRED FOR THIS PROJECT.B.DRAWINGS: THE CONTRACTOR SHALL PROVIDE ALL ELECTRICAL EQUIPMENT AND INCIDENTALS, UNLESS NOTED OTHERWISE, AS NEEDEDTO COMPLETE THE WORK INDICATED IN THE SPECIFICATIONS AND DESIGNDRAWINGS. C.CODES1.MATERIALS, EQUIPMENT, AND INSTALLATION PROVIDED AND PERFORMEDUNDER THIS SECTION SHALL CONFORM TO THE LATEST REQUIREMENTS OFTHE FOLLOWING CODES:NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, NECNFPA 70E - STANDARD FOR ELECTRICAL SAFETY IN THE WORKPLACE.NFPA 52 - VEHICULAR GASEOUS FUEL SYSTEM CODE.LOCAL CODES AND REGULATIONS.2.IN CASE OF DIFFERENCES AMONG BUILDING CODES, SPECIFICATIONS,STATE AND FEDERAL LAWS, LOCAL ORDINANCES, INDUSTRY STANDARDSAND ELECTRICAL DEPARTMENT REGULATIONS AND THE CONTRACTDRAWINGS, THE MOST STRINGENT SHALL GOVERN. THE CONTRACTORSHALL PROMPTLY NOTIFY CLEAN ENERGY IN WRITING UPON DISCOVERYOF ANY SUCH DIFFERENCES.4.2.WORKMANSHIPA.ALL CABLES, CONDUITS, PIPING OR EQUIPMENT LOCATIONS AND ELEVATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL BERESPONSIBLE FOR FIELD CHECKING AND MAKING ALL NECESSARYOFFSETS, AS REQUIRED TO AVOID EXISTING INTERFERENCES AND TOCOORDINATE WITH OTHER TRADES.B.THE DRAWINGS OR SPECIFICATIONS ARE NOT INTENDED TO ALLOW A VIOLATION OF ELECTRICAL WORKING SPACE AROUND ELECTRICAL EQUIPMENT. A 30"W MIN x 48"D x 6'-6"H SPACE SHALL BE CLEAR TO THEFLOOR IN FRONT OF ALL ELECTRICAL PANELS, CONTROLS OR ITEMS THATREQUIRE MAINTENANCE OR ACCESS WHILE ENERGIZED. ANY DEVIATIONFROM THIS MINIMUM SHALL BE APPROVED IN WRITING BY THE ENGINEER.C.THE ELECTRICAL DESIGN IS BASED ON TYPICAL VENDOR EQUIPMENT. THECONTRACTOR SHALL COORDINATE EQUIPMENT INSTALLATION WITH THEACTUAL EQUIPMENT FURNISHED.D.THE CONTRACTOR SHALL PROVIDE ALL FUSES REQUIRED FOR PROJECTPOWER, INCLUDING ANY FUSES BLOWN DURING INITIAL TESTING.E.BONDING JUMPERS SHALL BE INSTALLED TO INSURE CONTINUITY WHERECONDUIT CONNECTIONS AT CONCENTRIC KNOCKOUTS ARE TO SERVE AS AGROUND.F.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ALL WALLS,FLOORS AND PAVING CAUSED BY CONTRACTOR. CONTRACTOR SHALLCOORDINATE WITH CLEAN ENERGY TO PATCH, PAINT AND REPAIR TOMATCH EXISTING CONDITIONS.G.NOTHING IN THESE DRAWINGS AND SPECIFICATIONS SHALL BECONSTRUED AS ALLOWING WORK THAT VIOLATES GOVERNING CODES.THIS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROMCOMPLYING WITH ANY REQUIREMENTS OF THE PLANS OR SPECIFICATIONSWHICH MAY COMPLY WITH, BUT EXCEED THOSE OF GOVERNING CODES.H.SHOULD ANY DEVIATIONS FROM WORK INDICATED ON THE DRAWINGS ORDESCRIBED IN SPECIFICATIONS BE NECESSARY IN ORDER TO MEETCONDITIONS AT THE SITE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFYTHE ENGINEER IN WRITING FOR APPROVAL OF THE DEVIATION REQUESTED.I.CONTRACTOR TO INSTALL 3M 2200 SCOTCH® VINYL MASTIC PAD MIL, 6-1/2"X 4-1/2", OR EQUIVALENT TO THE ENTIRE INSIDE OF EACH MOTOR HOUSINGCOVER TO PROTECT AGAINST AND PREVENT PREMATURE FAILURE DUE TOWIRE RUBBING.J.CONTRACTOR TO INSTALL APPROVED CONDUIT BUSHING IN EACH MOTORJUNCTION BOX SERVICE ENTRANCE, AND DRYER EXPLOSION PROOF BOXSERVICE ENTRANCE TO PROTECT WIRE FROM CUTS OR ABRASIONS.
SERVICE CONDUITS PER UTILITY CO.C4003Ø, 4WMCB3800AF800AT3P, LSI65KAICMCC AUTILITY TRANSFORMERMAIN BREAKERMCB1800AF/800AT3P W/ LOCKING DEVICE65kAIC, LSIG (GFP)C410(FURNISHED BY OTHERS)KIRK KEYGENERATOR BREAKERTERMINALLUG BOXMAIN BREAKERKIRK KEYC401STANDBY GENERATOR SEQUENCE:UNDER NORMAL OPERATION THE GAS DRYER AND ALL OF THECOMPRESSORS ARE ENABLED TO OPERATE.IN THE EVENT UTILITY POWER IS LOST, A MOBILE GENERATOR CANBE BROUGHT IN AND THE OPERATOR WILL SWITCH OVER TO THEGENERATOR USING THE KIRK KEY INTERFACE. UNDERGENERATOR POWER, UP TO (2) COMPRESSORS, A GAS DRYER,AND AUXILIARY LOADS WILL BE ENABLED TO OPERATE. THEREMAINING EQUIPMENT WILL REMAIN OFF UNTIL NORMAL POWERIS RESTORED AND THE OPERATOR USES THE KIRK KEYINTERFACE TO MANUALLY RESTORE THE SYSTEM TO NORMALPOWER.LUG BOXMCB2800AF800AT3P, LSIG65KAICMOBILEGENERATORSHORT CIRCUIT AVAILABLE: TBDINTEGRATED MAIN SWITCHBOARD "MSB" NEMA 3R, 65KAIC PANEL FULLY RATEDXFMR480-208/120V3Ø, 30KVAZ=5.25% (ASSUMED)MCB17125AF50AT3P65KAICPANEL LA110A3P480/277VAC, 800A COPPER BUS, 3Ø, 4WPSB 21-6GAS DRYER(36.3 FLA)#2/0GNDC414PANEL "LA"SHEET NOTES:UTILITY COMPANY TRANSFORMER. CONTRACTOR TO PROVIDE REQUIRED SLAB BOX ANDALL ASSOCIATED UNDERGROUND CONDUITS AND GROUNDING PER UTILITY COMPANYCONSTRUCTION DOCUMENTS.LOCATION AND TYPE OF UTILITY METER TO BE COORDINATED WITH LOCAL UTILITYCOMPANY.ALL PROTECTIVE DEVICES ARE FULLY RATED.3/4"X10' GND RODMCB4225AF50AT3P,65KAICGASDRYERSOFTSTARTLOCKABLECB1C411SS1M1 W/BYPASS&O/LCOMPRESSOR SKID A SUPPLIED BY MFR (ANGI)800AF800AT3PCOMPRESSOR A1(240 FLA)200HPSOFTSTARTC412SS2M4 W/BYPASS&O/LCOMPRESSOR A2(240 FLA)200HP15KVA1Ø XFMR 'T1'480V-120VCB22660AT2PCB206300AT3PNEW DUAL MOTOR CONTROL CABINET "MCC A" NEMA 4,Δ480, SUPPLIED BY COMPRESSOR MANUFACTURER,ANGI.SCCR=65kAIC.CB210300AT3P100AF3P14AT5.1-27ADS342M2OL342COOLER FANMOTOR A1(14 FLA)10HP1-1.6AT1-1.6AMP348M3OL348PRELUBEMOTOR A1(1.1 FLA)0.5HP14AT5.1-27ADS442M5OL442COOLER FANMOTOR A2(14 FLA)10HP1-1.6AT1-1.6AMP448M6OL448PRELUBEMOTOR A2(1.1 FLA)0.5HPCB231100AT1P120VAC POWERCB23330AT1P120VAC UPS POWERJ-BOXC417#2/0 GROUNDINGCONDUCTOR, TYP.C:\Users\arturo.moreno\Clean Energy Fuels Corp\Engineering Design - Projects\USA Hauling\03. Drawings\Sheet Set (CAD Plan Set)\E1-SINGLE LINE.dwg12/5/202412/6/2024 4:37:53 PM2024/12/06USA HAULING & RECYCLING600 NUTMEG ROAD NORTHSOUTH WINDSOR, CT 06074SINGLE LINE DIAGRAM21330.00PBMLE1.0REDUCED PLANCAUTION: THIS DRAWING MAY BE REDUCED24' IN ORIGINAL DRAWINGREVISIONS DATEREVBYCNG FUELING STATIONCKnow what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO: COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTSTHESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGSAND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THEUSE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANYUNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN.4675 MAC ARTHUR COURT, STE. 800 | NEWPORT BEACH, CA 92660TEL:(949) 437-1000 | FAX: (949) 724-1397 | WWW.CLEANENERGYFUELS.COM30% DESIGN REVIEW12/5/2024APB
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Project Narrative:
The project site is an existing recycling facility located on the east side of Nutmeg Road North.
The site contains three properties (570, 600 and 602 Nutmeg Road) with a combined 13.01 acres
and is in the Industrial Zone. The applicant is proposing to install a natural gas fueling facility
which would serve only their fleet of vehicles, along with other site improvements including a
new exit driveway and the conversion of a stormwater basin to underground storage.
The proposed natural gas fueling facility contains a duplex compressor, transformer and dryer
along with associated equipment on concrete pads surrounded by concrete bollards. The fueling
site is detailed in the attached CNG Fueling Station plans (by others). Also attached are photos
representing the proposed facility and the proposed concrete barrier fueling area that will be
installed along the existing truck parking spaces.
The compressors have a decibel reading of 60dB @ 1’ from the compressor housing and 50dB at
10’. The compressors are located a minimum of 130’ from the nearest property line and
approximately 500’ from the street line. The proposed natural gas fueling facility is anticipated
to meet the Town’s noise control regulations and not generate excessive noise.
This facility will be constructed using the following equipment:
Mini excavator (similar to a CAT 304E2)
Plate Compactor (similar to a Husqvarna Model LG204)
Telehandler (similar to a JLG 9000lb/43 Ft. Telehandler)
Crane for setting large equipment (Grove GMK4090)
The area that will be created by converting the stormwater basin to underground storage will be
used for material storage and equipment maneuvering in support of the applicant’s current
business operations.
There will be no increase of traffic or parking for the site with this proposal. The number of
parking spaces provided is the same total number of spaces as currently exist on the three
properties. The vehicles utilizing the site will also remain unchanged with the proposed
improvements. Parking calculations were performed using the Town regulations along with the
employee counts for the site. A total of 60 spaces are required for the three properties and the
total existing (& proposed) spaces are approximately 107 which are provided on the three
combined properties.
ELLINGTON
ROAD
ROAD ELLINGTON
ELLINGTONBOULEVARDJOHNFITCHBOULEVARDJOHNFITCHSTRONGROADROADSTREETIDENTGLEN
D
A
LERO
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OR'SBIDWELL
R
O
A
D
ROADROADCOLONY
M
A
S
C
O
LO
R
O
A
D
ROAD WESTSTRONG
ROADROADPIERCEROADBURGESSSTRONGNORTHROADNUTMEGSOUTHHI
GHW
AYROADHI
G
H
W
A
Y FOSTERROADNUTMEGSOU
THSA
TELLI
TESOUTHROADROAD
DR I
VEDRI
VEBELDONMARILYNROADEDGEWOOD
JUDYLA.LANEJ
UDYELI
ZABETHSTREETBARBARA
POND
BRICKYARD
BR
OOKB
R
OOKPODUNK5
CODY
CI
R.CODYCI
R.BAKER'S
LA.GOVERNOR'SAVE.CONNECTICUTTALBOTLA.352map 2159A
350map 2159A
352map 2159A
353map 2159A
354map 2159A
355map 2159A
356map 2159A
358map
359map 2159A
360map 2159A
361map 2159A
363map 2159A
364map 2159A
365map 2159A
366map 2159A
367map 2159A
362map 2159A
351map 2159A
357map 2159A
1000'S51°22'07"E
626.81'N51°22'07"W
373.49'N51°19'23"W
373.49'N51°22'07"W
488'S51°22'07"E
399.5'S50°50'58"E
182.63'S51°16'33"E
297.97'S31°07'53"W
82.3'N50°46'14"W
50.43'S31°07'54"W
348.4'N31°07'53"E
368map 2159A
0
SCALE: 1"= 1000'
1000 1000 2000
LOCATION
SITE
PROJECT CONTACT
JONATHAN@USARECYCLE.COM, (860) 746-3218
555 TAYLOR ROAD, ENFIELD, CT 06082
MR SOUTH WINDSOR PROPERTIES, LLC.
JONATHAN MURRAY
Civil Engineering Land SurveyingEnvironmental Consulting Construction Management
SITE DEVELOPMENT PLANS
USA HAULING & RECYCLING - CNG FUELING STATION
570, 600 & 602 NUTMEG ROAD, SOUTH WINDSOR, CT
OF
PREPARED FOR
MR SOUTH WINDSOR PROPERTIES, LLC.
555 TAYLOR ROAD, ENFIELD, CT 06082
LIST OF SHEETS
DATE: 7/8/25
OVERALL MAP
SITE DEVELOPMENT PLAN
DETAILS AND NOTES
DETAILS AND NOTES
SUBMITTED UNDER SEPARATE COVER:
IMPROVEMENT LOCATION PLANS PREPARED BY OTHERS AND
IMPROVEMENT LOCATION MAP AS BUILT PLAN
IMPROVEMENT LOCATION MAP AS BUILT PLAN
1
2
3
4
1 OF 2
2 OF 2
PREPARED BY:
Project No. 4481-159
LOCATION MAP
SCALE: 1" = 1000'
REVISED:
www.bartonandloguidice.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
855 Winding Brook Drive+/- 1,600 FT+/- 1,400 FT1603.28'
1370.34'
MARCEL O. BIZIER
JORDAN & ELAINE PERLROTH
ALBERT J. SCHNEIDER
N/F
EXISTING EDGE OF BIT. PAVING
74 1000.00' (TOTAL)S
EXISTING BIT. CONC. CURBING
309.55'S F
T ELECTRICAL TRANSFORMER PAD
10' SIDE YARD7
2
EXISTING LIGHT POLE50.43'IN PLACE.
8" MIN. COMPACTED
EXISTING UTILITY POLE
GRAVEL AREA (TYP.)
EXISTING SPOT GRADE10' SIDE YARD
AREA373.19'EXISTING WATER MAIN AND HYDRANT
GRAVEL
76S S
EXISTING SANITARY MANHOLE AND PIPE
S
74 EXISTING CATCH BASIN AND PIPE
7
6
MONUMENT TO BE SET
S
EXISTING MONUMENT
F
EXISTING IRON PIN
F
IRON PIN TO BE SET
S
BASIN LEGEND
DETENTION 348.40'
(TOTAL)WETLANDAREA
INLANDGRAVEL 290.34'297.97'78
5.39 ac.
235,171 sq. ft.TREELINE
LOT 310' SIDE YARDPAD
CONCRETE
2.05 ac.
89,697 sq. ft.1" DIA. STONE.
STRIP OF CRUSHED 25'
REAR YARDTYPICAL 10' WIDE
AREA CONSERVATION
GRAVEL
INV:73.78
(SEE DETAIL)
OUTLET STRUCTURE
S
SA R E A
ALBERT J. SCHNEIDER
G R A V E L
N/F
E 190,217.86E 189,297.31 80LIONEL R. GELINAS
N 177,041.65 N 176,650.26
10' SIDE YARDSTATIONN/F HYD.RECYCLING 1928.72' (TOTAL)WG
METAL E
283.00'FF82.30'F EXISTING 626.81'373.49'S
10' SIDE YARDGasE10' SIDE YARDEGInv. 73.16
SFL 71.01S Rim 80.16
Rim 78.54 SMH #2 EXISTING EDGE OF PAVEMENTSMH #1 EG808"PVC S C A L E
GATE S EG100.86'81
488.00'EGP A V E M E N T12.00'2" WATER SERVICE60 L.F.~ 8"CIPSan. Lat.B I T U M I N O U S3
5'
BUILDING LI
NE@ 1.80%EG82
40.00'15.00'EG114.00'
75.00'6" U.D.8"PVC
TF:79.06ESG78 L.F.INV:77.46Fl 75.19
DETENTION BASIN
TRENCH DRAIN
EXISTING GT
140.15'
RELIABLE REFUSE BUILDING 105.00'PadW
ALLConc.25' REAR YARD50.00'CONCRETE 82
40.00'EXIST.100.05'2.33 ac.
Fin. Floor 83.06146.26'101,667 sq. ft.100.08'C E N T E R
LOT 12
0.00'165.00'R E N E W A L
S (247.13' TOTAL)R E S O U R C E 5.29 ac.
APRON 230,694 sq. ft.
CONCRETE1
81.04'(PARCEL 1)35'
BUILDING LINE80Gate
LOT 2METAL SHED
(TYP.)62.87'EXISTING
TREE LINE
140.18'
10' SIDE YARD
283.00'157.93'377.02'399.50'
(2289.82' TOTAL)F182.63'F
934.45' (TOTAL)
16.37'F F 16.03'
JOSEPH W. VIBERT, JR.
80N/FLIMITED PARTNERSHIP
LIEBERT FAMILY
N/F
73.66
+
76.50
+
76.50
78.25 +
78.75
78.75 +
79.25
+
+/- 75.2 7677.00 +
+
+/- 75.6
+
+/- 75.4
27123
EVERSOURCE
0
SCALE: 1"= 100'
100 100 200
78
79
77
Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
MJP
KRG
MMZ
REVISIONS
SCALE: 1"= 100'
600 NUTMEG ROAD NORTH
PREPARED FOR
USA HAULING & RECYCLING
CNG FUELING STATION
OVERALL MAP
SHEET NO.OF1 4
Environmental Consulting Construction Management
7/8/25
SOUTH WINDSOR, CT
4481.159
J:\4481\159\Design\PLOT_Site Plan_Clean Energy.dgn
www.bartonandloguidice.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
855 Winding Brook Drive
570 NUTMEG ROAD
PROPERTIES, LLC
MR SOUTH WINDSOR
N/F
600 NUTMEG ROAD
PROPERTIES, LLC
MR SOUTH WINDSOR
N/F
580 NUTMEG ROAD
LRG, LLC
N/F
602 NUTMEG ROAD
PROPERTIES, LLC
MR SOUTH WINDSOR
N/F
612 NUTMEG ROAD
PROPERTIES, LLC
MR SOUTH WINDSOR
N/F
636 NUTMEG ROAD
NORTH NUTMEG ASSOCIATES, LLC.
N/F
652 NUTMEG ROAD
ANNE-KAY CORPORATION
N/F
614 NUTMEG ROAD
VIRBERT JOHNSON EDITH ARLINE
N/F
564 NUTMEG ROAD
THE JE SHEPARD COMPANY
N/F
540 NUTMEG ROAD
PROPERTIES, LLC
MR SOUTH WINDSOR
N/F
550 FOSTER ROAD
THE JE SHEPARD COMPANY
N/F
585 NUTMEG ROAD
SJD PROPERTY MANAGEMENT, LLC
N/F
571 NUTMEG ROAD
MJJ REALTY, LLC
N/F
595 NUTMEG ROAD
NUTMEG ROAD NORTH 595, LLC
N/F
591 NUTMEG ROAD
NUTMEG ROAD NORTH 591, LLC
N/F
625 NUTMEG ROAD
SPIRIT MASTER FUNDING X, LLC
N/F
239 FOSTER ROAD
FOSTER ROAD ASSOCIATES, LLC.
N/F
560 NUTMEG ROAD
560 NUTMEG ROAD NORTH, LLC
N/F
555 NUTMEG ROAD
LIMITED PARTNERSHIP
555 NUTMEG OWNER
N/F
PROPOSED ENTRANCE AND PARKING IMPROVEMENTS
UNDERGROUND STORMWATER STORAGE UNITS
PROPOSED CONVERSION OF STORMWATER POND WITH
FUELING STATION
PROPOSED CNG
604 NUTMEG ROAD
PROPERTIES, LLC
MR SOUTH WINDSOR
N/F
INDUSTRIAL ZONERURAL RESIDENTIAL ZONE500' PROPERTY DRIVEWAY CUTS (TYP.)
APPROXIMATE LOCATION OF ABUTTING NUTMEG
ROAD
NORTH
+
+
+++
+++
++
++
+
+
+
+
+
+
+
++
+
+
+
+
+
+
5WF
4WF
3WF
2WF
1WF
9WF
10WF
10WF
11WF
5WF
6WF
23WF
22WF
21WF20WF
19WF
18WF
17WF
16WF
15WF
14WF
13WF
12WF
1XWF
2XWF
3XWF
4XWF
5XWF
19WF
6XWF
7XWF
9XWF8XWF
15XWF
14XWF
13XWF
12XWF
10XWF
19XWF
18XWF17XWF
16XWF
20XWF20X-1WF
20X-2WF20X-3WF
20X-4WF
20X-6WF 20X-7WF
20X-8WF
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
JORDAN & ELAINE PERLROTH
ALBERT J. SCHNEIDER
N/F
EXISTING EDGE OF BIT. PAVING
74 1000.00' (TOTAL)S
EXISTING BIT. CONC. CURBING
309.55'S F
T ELECTRICAL TRANSFORMER PAD
10' SIDE YARD7
2
EXISTING LIGHT POLE50.43'IN PLACE.
8" MIN. COMPACTED
EXISTING UTILITY POLE
GRAVEL AREA (TYP.)
EXISTING SPOT GRADE
10' SIDE YARD
AREA
373.19'EXISTING WATER MAIN AND HYDRANT
GRAVEL
76S S
EXISTING SANITARY MANHOLE AND PIPE
S
74 EXISTING CATCH BASIN AND PIPE
7
6
MONUMENT TO BE SET
S
EXISTING MONUMENT
F
EXISTING IRON PIN
F
IRON PIN TO BE SET
S
BASIN LEGEND
DETENTION 348.40'
(TOTAL)WETLANDAREA
INLAND
GRAVEL
290.34'297.97'78
5.39 ac.
235,171 sq. ft.TREELINE
LOT 310' SIDE YARDPAD
CONCRETE
2.05 ac.
89,697 sq. ft.1" DIA. STONE.
STRIP OF CRUSHED 25'
REAR YARDTYPICAL 10' WIDE
AREA CONSERVATION
GRAVEL
INV:73.78
(SEE DETAIL)
OUTLET STRUCTURE
S
SA R E A
ALBERT J. SCHNEIDER
G R A V E L
N/F
E 190,217.86E 189,297.31 80LIONEL R. GELINAS
N 177,041.65 N 176,650.26
10' SIDE YARDSTATIONN/F HYD.RECYCLING 1928.72' (TOTAL)WG
METAL E
283.00'FF82.30'F EXISTING 626.81'373.49'S
10' SIDE YARDGasE10' SIDE YARDEGInv. 73.16
SFL 71.01S Rim 80.16
Rim 78.54 SMH #2 EXISTING EDGE OF PAVEMENTSMH #1 EG808"PVC S C A L E
GATE S EG100.86'81
488.00'EGP A V E M E N T12.00'2" WATER SERVICE60 L.F.~ 8"CIPSan. Lat.B I T U M I N O U S3
5'
BUILDING LINE@ 1.80%EG82
40.00'15.00'EG114.00'
75.00'6" U.D.8"PVC
TF:79.06EGS
78 L.F.INV:77.46Fl 75.19
DETENTION BASIN
TRENCH DRAIN
EXISTING GT
140.15'
RELIABLE REFUSE BUILDING 105.00'PadW
ALLConc.25' REAR YARD50.00'CONCRETE
82
40.00'
EXIST.100.05'2.33 ac.
Fin. Floor 83.06146.26'101,667 sq. ft.100.08'C E N T E R
LOT 1
20.00'165.00'
R E N E W A L
S (247.13' TOTAL)R E S O U R C E 5.29 ac.
APRON 230,694 sq. ft.
CONCRETE
181.04'(PARCEL 1)35'
BUILDING LINE80Gate
LOT 2METAL SHED
(TYP.)62.87'EXISTING
TREE LINE
140.18'
10' SIDE YARD
283.00'157.93'377.02'399.50'
(2289.82' TOTAL)F182.63'F
934.45' (TOTAL)
16.37'
F F 16.03'
JOSEPH W. VIBERT, JR.
80N/FLIMITED PARTNERSHIP
LIEBERT FAMILY
N/F
CONCRETE
BITUMINOUS
BUILDING
STORAGE
W G
+
INV. = 72.72
15" R.C.P.
+
INV. = 72.75
15" R.C.P.
+
INV. = 72.86
24" R.C.P.
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
INV. = 71.97
18" R.C.P.
+
+
+
+
+
+
+
+
+
74
+
+
+
+
+
INV. = 73.88
8" PVC
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
++
+
+
+
+
+
76
+ +
T.F. = 76.20
C.B. TYPE 'CL'
+
+
+
+
+
+
+
+
+
+
+
+
GATE
+
(TYP)
BOLLARD
+
+
+
+
+
FENCE
CHAINLINK
+
+
+
+
+
+
+
+
+
+
+
++
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
++
+
++
++
+
+
T.F. = 77.82
C.B. TYPE 'CL'
+
+
+
+
+
+
+
+
+
+7878
+
+
+
+
+
+
+
+
++
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
BIT CURB
+
+
GATE
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+80+
+
+
+
+
+
+
+
+
+
+
+
T.F. = 81.45
SANITARY M.H.
+
T.F. = 81.46
SANITARY M.H.
+
+
+
+
+
++
+
+
+
73.66
+
76.50
+
76.50
78.25
+
78.75
78.75
+
79.25
+
+/- 75.2 7677.00
+
+
+/- 75.6
+
+/- 75.4
27123
EVERSOURCE
0
SCALE: 1"= 40'
40 40 80
ZONING COMPLIANCE TABLE PARKING COMPLIANCE TABLE
78
79
77
Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
MJP
KRG
MMZ
REVISIONS
SCALE: 1"= 40'
600 NUTMEG ROAD NORTH
PREPARED FOR
USA HAULING & RECYCLING
CNG FUELING STATION
SITE PLAN
SHEET NO.OF2 4
Environmental Consulting Construction Management
7/8/25
SOUTH WINDSOR, CT
4481.159
J:\4481\159\Design\PLOT_Site Plan_Clean Energy.dgn
www.bartonandloguidice.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
855 Winding Brook Drive
602 NUTMEG ROAD
PROPERTIES, LLC
MR SOUTH WINDSOR
N/F
600 NUTMEG ROAD
PROPERTIES, LLC
MR SOUTH WINDSOR
N/F
580 NUTMEG ROAD
LRG, LLC
N/F
MAP REFERENCE:NUTMEG ROAD NORTHELECTRICAL TRANSFORMER
COMPOUND
STATION EQUIPMENT
NATURAL GAS FUELING
MOTORWAY SERVICE AREA
570 NUTMEG ROAD
PROPERTIES, LLC
MR SOUTH WINDSOR
N/F
32 SPACES PROVIDED
FUELING/PARKING AREA.
APPROXIMATE LIMIT OF PROPOSED
9 SPACES PROVIDED
FUELING/PARKING AREA.
APPROXIMATE LIMIT OF PROPOSED
REGULATED ACTIVITIES
INLET PROTECTION (TYP.)
6/3/1996 PREPARED BY DESIGN PROFESSIONALS, INC.
SURVEY, 602 NUTMEG ROAD NORTH, SOUTH WINDSOR, CONNECTICUT" DATED
SURVEY FOR 570, 600 AND 602 NUTMEG STREET NORTH, PLAN ENTITLED "PROPERTY 2.
WETLAND SCIENTIST, REGISTERED SOIL SCIENTIST OF DAVISON ENVIRONMENTAL.
WETLAND DELINEATION PERFORMED ON JANUARY 18, 2025 BY ERIC DAVISON, 1.
10"ø INV.= 72.5
TF= 76.0+/-
NEW YARD DRAIN
8"ø INVERTS = 72.3
15"ø INVERT = 72.0
WITH 8"ø TEE OUTLET PIPES.
15"ø SLOTTED HDPE PIPE @ 0.0%
17'- 15"ø HDPE@ 2.0%
REMOVE 18"ø IN & 24"ø OUT
15"ø IN TO REMAIN
NEW 15"ø OUT= 75.2
TF= 77.6+/-
EXIST. CB
NEW 10"ø INV.= 72.0
(MATCH EXIST.)
INV.= 71.8+/-
TF= 78.5+/-
NEW STORM MANHOLE
65 L.F.- 10"ø HDPE @ 0.77%
24"ø INV. OUT (N)= 73.4
EX. 18"ø INV. IN (E)= 74.65+/-
15"ø INV. IN (W)= 74.85
TF= 78+/-
WQV= 2.7 CFS AND 10 YEAR STORM BYPASS.
CONTECH CDS OR EQUIVALENT SIZED FOR
NEW HYDRODYNAMIC SEPARATOR STRUCTURE
18"ø INV. OUT (S)= 72.3
15"ø INV. IN (W)= 72.3
TF= 80+/-
WQV= 1.5 CFS AND 10 YEAR STORM BYPASS.
CONTECH CDS OR EQUIVALENT SIZED FOR
NEW HYDRODYNAMIC SEPARATOR STRUCTURE
FROM EAST TO 18"ø PIPE.
TIE EXIST. 8" PVC PIPE
8"ø INVERTS= 74.1
18"ø INVERT= 73.7
WITH 8"ø TEE INLET PIPES.
18"ø SLOTTED HDPE @ 0.0%
8"ø INVERTS= 73.75
18"ø INVERT= 72.3
WITH 8"ø TEE INLET PIPES.
18"ø SLOTTED HDPE @ 0.0%
46'- 15"ø HDPE PIPE @ 0.5%
REMOVE EXISTING 15"ø PIPE
EX. ROOF LEADERS TO REMAIN
NEW 15"ø INV IN & OUT=72.55
EX TF= 77.82
EXIST. CB (TO REMAIN)
PIPE @ 0.5%
65'- 15"ø HDPE
8"ø INVERTS OUT= 72.5+/-
8"ø INVERTS IN= 74.0/73.7
TOP OF STONE = 75.75
TOP OF CHAMBERS = 75.25
BOTTOM OF CHAMBERS = 72.50
BOTTOM OF STONE = 72.0
EACH OF SC-800 STORM CHAMBERS WITH STONE.
TO UNDERGROUND STORAGE: 23 ROWS OF 21 UNITS
EXISTING STORMWATER BASIN TO BE CONVERTED
START NEW BCLC
END NEW BCLC
NEW GRASS ISLAND ALONG SCALE
START BITUMINOUS CURBING
18'9'WITHIN LIMITS OF IMPROVEMENTS
REMOVE EXISTING CURBING
GRADE TO DRAIN (TYP.)
PRIOR TO THE START OF CONSTRUCTION
PROPOSED ELEVATIONS TO BE FIELD VERIFIED
TIE EX. ROOF LEADER TO CB
REMOVE EX. 15"ø PIPE
NEW 15"ø INV=72.9
EX TF= 76.20
EXIST. CB (TO REMAIN)
GAS AND ELECTRICAL SERVICE LINES.
PROPOSED EASEMENT FOR UNDERGROUND
AREAS ON SITE.
SHALL BE LOCATED WITHIN EXISTING PAVED
8 SPACES PROVIDED. ADDITIONAL PARKING
PROPOSED RELOCATED PARKING SPACES
END BITUMINOUS CURBING
CURBING
END BITUMINOUS
LIMIT OF CLEARING (TYP.)
SOUTH = +/-830
NORTH = +/-710
SIGHT LINE
570 NUTMEG ROAD 600 NUTMEG ROAD 602 NUTMEG ROAD
100' U.R.A.100' U.R.A.
100' U.R.A.
REMOVED.
STRUCTURE TO BE
EXISTING OUTLET
PROPOSEDEXISTING
ZONING DISTRICT: I (INDUSTRIAL ZONE)
ZONING COMPLIANCE BASED UPON ARTICLE VI OF THE ZONING REGULATION
MAX. BUILDING HEIGHT:
MAX. LOT COVERAGE:
MAX. IMPERVIOUS COVERAGE:
MAX. STORIES
MIN. SIDE YARD:
MIN. REAR YARD:
MIN. FRONT YARD:
MIN. DEPTH:
MIN. LOT FRONTAGE:
MIN. LOT SIZE:
40 FT
50%
65%
2 STORIES
10 FT
25 FT
35 FT
150 FT
100 FT
30,000 SF
I DISTRICT REQUIREMENTS EXISTING PROPOSED EXISTING PROPOSED
570 NUTMEG ROAD 600 NUTMEG ROAD 602 NUTMEG ROAD
< 40 FT
6.1%
44.5%
< 2 STORIES
+/-16 FT
> 25 FT
> 35 FT
> 150 FT
100.86 FT
230,432 SF
ALONG EXISTING BASIN
INSTALL SILT FENCE/HAYBALES
INSTALL HAYBALE BARRIER
-SEE DETAIL
OF STOCKPILE AREA
APPROXIMATE LOCATION
872 S.F., 0.02 AC.748 S.F., 0.017 AC.
TOTAL DISTURBANCE
1,620 S.F., 0.037 AC.
ALONG CONSERVATION AREA
INSTALL SILT FENCE/HAYBALES
UPLAND REVIEW DISTURBANCES
WETLAND DISTURBANCES
WETLAND SIZE
LOCATION
32,548 S.F., 0.75 AC., 13.8%0.0 S.F., 0.0 AC., 0.0%
0.0 S.F., 0.0 AC., 0.0%0.0 S.F., 0.0 AC., 0.0%
0.0 S.F., 0.0 AC., 0.0%0.0 S.F., 0.0 AC., 0.0%
0.0 S.F., 0.0 AC., 0.0%0.0 S.F., 0.0 AC., 0.0%
0.0 S.F., 0.0 AC.,30'
STORMWATER TREATMENT NOTE:
PROCEDURES.
RECOMMENDED MAINTENANCE. SUGGESTED INSPECTION INTERVALS & CLEANING
(6) MONTHS OR PER THE MANUFACTURER'S RECOMMENDATION. INCLUDE MANUFACTURERS
THE SYSTEM MUST BE INSPECTED AND CLEANED TO THE SHORTER OF A MINIMUM OF SIX 7.
OF THE SYSTEM.
AND OTHER DESIGN ELEMENTS THAT CORRESPOND TO THE HYDRAULIC CHARACTERISTICS
PROPOSED SIZE AND ELEVATION OF CRITICAL WEIR, ORIFICE, PIPE INVERT ELEVATIONS, 6.
ORIENTATION OF THE SYSTEM IN PLAN VIEW WITH RESPECT TO THE APPROVED SITE PLAN.5.
CRITICAL LOCATIONS.
EVENT IN THE FIRST STRUCTURE LOCATED UPSTREAM OF THE SYSTEM AND ANY OTHER
CALCULATIONS OF THE HYDRAULIC GRADE LINE ELEVATIONS FOR THE DESIGN STORM 4.
FLOW.
ANNUAL TOTAL SUSPENDED SOLIDS WILL BE REMOVED FROM THE WATER QUALITY
CALCULATIONS OR DOCUMENTATION VERIFYING THAT 80% (MIN.) OF THE AVERAGE 3.
EXCEED THE DESIGN STORM FLOW.
"CONVEYED" FLOW FOR THE SPECIFIED SYSTEM AND MODEL, WHICH MUST EQUAL OF 2.
EXCEED THE WATER QUALITY FLOW.
"TREATED" FLOW FOR THE SPECIFIED SYSTEM AND MODEL, WHICH MUST EQUAL OR1.
FABRICATION. SHOP DRAWING SUBMITTAL'S MUST INCLUDE:
PROPOSED SYSTEM MUST BE REVIEWED AND APPROVED BY THE DESIGN ENGINEER PRIOR TO
MONTHS OR PER THE MANUFACTURERS' RECOMMENDATION. SHOP DRAWINGS OF THE
THE SYSTEM MUST BE INSPECTED AND CLEANED TO THE SHORTER OF A MINIMUM OF SIX (6)
OF THE 10-YEAR PEAK DESIGN STORM FLOW.
OF THE TOTAL SUSPENDED SOLIDS FROM THE WATER QUALITY FLOW & WITH INTERNAL BYPASS
THE STORMWATER TREATMENT SYSTEMS MUST BE DESIGNED TO REMOVE A MINIMUM OF 80%
CATCH BASINS
HYDRODYNAMIC SEPARATORS
~CHECK OUTLET PIPES FOR BLOCKAGE AND ANY SEDIMENT, CLEAR AS REQUIRED.
~CHECK FRAMES AND COVERS FOR DAMAGE AND REPAIR AS REQUIRED;
~REMOVE SEDIMENT BEFORE DEPTH REACHES THE MAXIMUM SEDIMENT DEPTH
~CHECK OUTLET PIPES FOR BLOCKAGE AND CLEAR AS REQUIRED.
~CHECK FRAMES AND GRATES FOR DAMAGE AND REPAIR AS REQUIRED;
~REMOVE SEDIMENT WHEN DEPTH OF ACCUMULATED SEDIMENT EXCEEDS 12";
STORAGE SYSTEM:
STRUCTURES IS ESSENTIAL FOR THE CONTINUED OPERATION OF THE UNDERGROUND
TWICE ANNUALLY. CLEANING SEDIMENT AND DEBRIS FROM THE PRE-TREATMENT
THE EXISTING CATCH BASINS AND NEW TREATMENT STRUCTURES WILL BE INSPECTED
OPERATION & MAINTENANCE
STORMWATER
SEQUENCE OF CONSTRUCTION
ANTICIPATED
ESTIMATED CONSTRUCTION SCHEDULE
1.
SEE SEQUENCE OF CONSTRUCTION FOR FURTHER DETAILS AND CLARIFICATION.2.
ON WEATHER CONDITIONS. CONSTRUCTION WILL BE COMPLETED BY THE END OF DECEMBER.
OF SEPTEMBER AND THE PROJECT IS EXPECTED TO LAST 8-12 WEEKS, DEPENDING
AN ESTIMATED START DATE FOR THE PROJECT IS SCHEDULED FOR THE END
CURBING
START BITUMINOUS
PROJECT ENGINEER.
A LOCATION SELECTED BY TOWN STAFF AND THE
LOCATED AT THE EDGE OF THE EXISTING PAVEMENT AT
TO FURTHER REDUCE MATERIAL TRACKING IT SHALL BE
CONSTRUCTION ACCESS/TRACKING PAD IS REQUIRED
OPERATIONS AND MAINTENANCE (O&M) PLAN. IF A
BE PERFORMED AS PART OF THE FACILITY'S CURRENT
DEBRIS REMOVAL GENERATED BY THIS PROJECT SHALL
FOR ALL CONSTRUCTION ACCESS. DUST CONTROL AND
THE SITE'S EXISTING PAVED DRIVEWAY SHALL BE USED
REMOVE EROSION & SEDIMENTATION CONTROLS ONCE VEGETATION IS ESTABLISHED.14.
FUELING STATION PLANS.
INSTALL FUELING STATION EQUIPMENT AS SHOWN ON CLEAN ENERGY'S CNG13.
INSTALL FOUNDATIONS FOR FUELING STATION EQUIPMENT.12.
INSTALL ELECTRICAL AND GAS LINES WITHIN EASEMENTS.11.
COMPLETE CONSTRUCTION & RESTORATION.10.
DRAINAGE STRUCTURES.
INSTALL THE SLOTTED HDPE INLET AND OUTLET HEADER PIPES AND CONNECT TO9.
COMPLETE INSTALLATION OF THE UNDERGROUND STORAGE SYSTEM.
INSTALL NON-WOVEN SEPARATION GEOTEXTILE ON PREPARED SUBGRADE AND 8.
INSTALLATION OF THE UNDERGROUND STORAGE SYSTEM.
EXCAVATE & REPLACE UNSUITABLE MATERIALS PRIOR TO STARTING THE7.
AND PLACE INTO STORAGE CONTAINERS TO BE REMOVED OFF-SITE.
EXCAVATE EXISTING MATERIAL ON THE BOTTOM OF THE STORMWATER BASIN 6.
OUTLET STRUCTURE TO REMOVE THE STANDING WATER IN THE BASIN.
INSTALL PUMP(S) IN THE EXISTING BASIN & DISCHARGE PIPING TO THE EXISTING5.
FLOW INTO THE EXISTING BASIN OUTLET STRUCTURE.
TO BE USED DURING CONSTRUCTION AS NEEDED TO MAINTAIN TEMPORARY
INSTALL A PUMP IN EACH TREATMENT STRUCTURE WITH DISCHARGE PIPING4.
DISCHARGE EXISTING STORM DRAINAGE TO THE TREATMENT STRUCTURES.
INSTALL NEW STORMWATER TREATMENT STRUCTURES AND NEW PIPING TO 3.
DRAINAGE INSTALLATION.
SAWCUT & REMOVE PAVEMENT AS REQUIRED TO COMPLETE NEW STORM2.
OR AS ORDERED BY THE ENGINEER.
INSTALL EROSION CONTROL MEASURES AT LOCATIONS INDICATED ON PLANS1.16'62.90'159'
74'
NOT APPLICABLE
570 NUTMEG ROAD
190.94'
PROPOSED 30' BITUMINOUS CONCRETE DRIVEWAY
PROPOSED STOP SIGN
GRANTOR
MR SOUTH WINDSOR PROPERTIES, LLC.
MR SOUTH WINDSOR PROPERTIES, LLC.
EVERSOURCE ENERGY
EVERSOURCE ENERGY
EASEMENTS
GRANTEE TYPE OF EASEMENT
ELECTRICAL
GAS
DATE FILED
PENDING
PENDING
VOL/PG
7/8/25
7/8/25
- 4.5 SPACES PER 1,000 SF. OF GFA
- BUSINESS OFFICE < 50,000 SF. OF GFA
MINIMUM REQUIRED PARKING SPACES
FOR THE LARGEST SHIFT, WHICHEVER IS GREATER
EMPLOYEES 3
2- 1 SPACE PER 700 SF. OF GFA OR 1 SPACE PER
- COMMERCIAL AND INDUSTRIAL
TOTAL = 20 SPACES REQUIRED
= 6.7 = 7 SPACES 3
2= 60 x
10 IN TRANSFER STATION
NUMBER OF EMPLOYEES =
OR
14,000 /700 = 20 SPACES
EX. TRANSFER STATION = 14,000 S.F.
602 NUTMEG ROAD
PARKING AND ACESS - OFF STREET PARKING AND LOADING (TABLE 6.4.3B)
ZONING COMPLIANCE BASED UPON SECTION 6.4
< 40 FT
21.3%
62.3%
< 2 STORIES
62.9 FT
> 25 FT
159 FT
> 150 FT
146.26 FT
101,495 SF
N/A
N/A
28%
N/A
N/A
> 25 FT
N/A
> 150 FT
50.43 FT
234,788 SF
N/A
N/A
31%
N/A
10 FT
> 25 FT
N/A
> 150 FT
50.43 FT
234,788 SF
< 40 FT
21.3%
69.7%
NO CHANGE
62.9 FT
> 25 FT
159 FT
> 150 FT
146.26 FT
101,495 SF
< 40 FT
6.1%
44.5%
NO CHANGE
+/-16 FT
> 25 FT
> 35 FT
> 150 FT
100.86 FT
230,432 SF
PROPOSED GAS SERVICE
47 SPACES PROVIDED
TOTAL = 9 + 31 = 40 SPACES REQUIRED
= 31 SPACES3
2= 46 EMPLOYEES = 46x
EX. GARAGE - 46 DRIVERS
NUMBER OF EMPLOYEES =
OR
TOTAL = 32 SPACES
15,600/700 = 22.3 = 23 SPACES
EX. GARAGE = 15,600 S.F.
2000 /1000 = 2 x 4.5 = 9 SPACES
EX. OFFICE BUILDING = 2,000 S.F.
600 NUTMEG ROAD
32 SPACES PROVIDED 28 SPACES PROVIDED
FOR MORE DETAILS
- SEE CLEAN ENERGY PLANS
PROPOSED GAS PUMPS (TYP.)
FOR MORE DETAILS
- SEE CLEAN ENERGY PLANS
PROPOSED GAS PUMPS (TYP.)
HOURS OF OBSERVED FAILURE.
REPAIR OR REPLACE WITHIN 244.
EROSION CONTROL NOTES.
IS HALF FULL AND DEPOSIT PER
REMOVE SEDIMENT WHEN BAG3.
NOTES OR AS DIRECTED.
CONTROLINSPECT PER EROSION2.
SPECIFICATIONS.
INSTALL PER MANUFACTURER1.
NOTES:
NOT TO SCALE
REQUIRED
TACK COAT AS
(COMPACTED)
8" PROCESSED GRAVEL
COMPACTED SUBGRADE
BITUMINOUS PAVEMENT SECTION
4" HMA S0.5 IN TWO EQUAL LIFTS
BITUMINOUS PAVEMENT
NOT TO SCALE
DRIVEWAY APRON DETAIL
NOT TO SCALE
PAVEMENT
21 48°1'-0"
9"3"1"6"CURB (BCLC)
BITUMINOUS CONCRETE
SECTION
CURBING SHALL BE MACHINE EXTRUDED.2.
PRIOR TO PLACING CURB.
AND AN APPROVED TACK COAT SHALL BE APPLIED JUST
SURFACE ON WHICH CURBING IS PLACED SHALL BE CLEAN1.
CURB NOTES:
SUBGRADE ELEVATION
LIMITS OF
IN 12" (MAX.) LAYERS
MATERIAL COMPACTED
APPROVED NATIVE
GRANULAR FILL OR
0.25 O.D. MATERIAL
BEDDING
PIPE DIA.PLACED BY HANDPIPE O.D.12"VARIES12" IN ROCK
4" IN EARTH
NOTES:
NOT TO SCALE
OF ELLIPTICAL PIPE
OR HORIZ. SPAN
& BACKFILL
TRENCH EXCAVATION
TRENCHING & BACKFILLING
USE WATERTIGHT RUBBER GASKETS IN ALL PIPE JOINTS.2.
ALL PIPE TO BE HDPE UNLESS OTHERWISE SPECIFIED.1.
I.D. + 2' (PIPE UNDER 30")
ELLIPTICAL PIPE
OVER & FOR HORIZ.
I.D. + 3' FOR PIPE 30" &
NOT TO SCALE
WIDTH OF EXCAVATION
ANGULAR STONE
3/4" - 2" WASHED, CRUSHED
42"
NOTE: SEE PLANS FOR INVERTS AND PIPE SIZE.
INLET/OUTLET PIPE HEADER DETAIL
Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
MJP
KRG
MMZ
REVISIONS
SCALE: 1"= 40'
600 NUTMEG ROAD NORTH
PREPARED FOR
USA HAULING & RECYCLING
CNG FUELING STATION
DETAILS AND NOTES
SHEET NO.OF3 4
Environmental Consulting Construction Management
7/8/25
SOUTH WINDSOR, CT
4481.159
J:\4481\159\Design\PLOT_Site Plan_Clean Energy.dgn
www.bartonandloguidice.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
855 Winding Brook Drive
NOT TO SCALE
INLET SEDIMENT CONTROL DEVICE
NOT TO SCALE
EMBANKMENT SLOPETOE OF SLOPEFLOW
OF SLOPETOE DEPTH OF 4"
BURY TO A
SIDE SLOPE
VARIES
BOTTOM OF SWALE SIDE SLOPE
VARIES
FLOWSWALECL
VARIESAS DIRECTED(100' MAX.)FLOWBALES BUTTED TOGETHER
BOTTOM OF
DRAINAGE WAY
A POINT A SHALL BE
HIGHER THAN POINT B
A
B
-
+10'
-
+10'
BALED HAY OR STRAW
TOGETHER
BALES BUTTED
BARRIER
CREATE A CONTINUOUS
BETWEEN BALES TO
WEDGE LOOSE STRAW
(2 STAKES PER BALE)
OR REBAR EACH BALE
2"x2"x3' LONG STAKES
WIRE OR TWINE
DIRECTION OF BINDING
EXISTING GRADE BACKFILL
COMPACTED
BARRIER
CREATE A CONTINUOUS
BETWEEN BALES TO
WEDGE LOOSE STRAW
OR STRAW
BALED HAY
WIRE OR TWINE
DIRECTION OF BINDING
OR REBARS EACH BALE
2"x2"x3' LONG STAKES
GRADE
EXISTING
SECTION AT TOE OF SLOPE
PLAN
PLAN
SECTION AT SWALE
B
HAY BALES
NOT TO SCALE
FLOW
3'-0" MIN.NOTES:
OR POLYETHYLENE FILAMENTS AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER.
SILT FENCE FABRIC SHALL BE A PERVIOUS SHEET OF WOVEN PROPYLENE, NYLON, POLYESTER3.
POSTS (0.5 # STEEL/L.F.). THE MINIMUM POST LENGTH SHALL BE 5'-0".
SILT FENCE SUBJECT TO HEAVY LOADS SHALL BE REINFORCED WITH FARM FENCING & STEEL 2.
INSTALL SILT FENCE & WOOD STAKES AS RECOMMENDED BY MANUFACTURER.1. 100 2'-6" MIN.12" MIN. 6" MIN.10'-0" MAX.
SILT FENCE
ELEVATION SECTION
GRADE
FINISH
FENCE (SEE NOTE 2)
ATTACHED TO WIRE
SILT FENCE FABRIC
SELF-SUPPORTING
(MIN. LENGTH: 3' - 6')
1" x 2" WOOD STAKE
GROUND
FABRIC BELOW
EXTEND 6" OF
BACKFILL
RECOMPACTED
GRADE
FINISH
2 MAX
3RUN-OFF FLOW
DIRECTION (TYP.)
NOT TO SCALE
SOIL STOCKPILE DETAIL
PER EROSION & SEDIMENTATION PLAN
PLACEMENT OF MATERIAL STOCKPILE
NOT TO SCALE
TURFGRASS SEED MIX
FINISH GRADE (SEE GRADING PLAN)
(SEE GRADING PLAN)
PREPARED SUBGRADE
4" TOPSOIL (4" THICKNESS)
SUBGRADE
EXISTING
TURF ESTABLISHMENT
(POA PRATENSIS)
KENTUCKY BLUE GRASS
(ELYMUS CANADENSIS)
CANADA WILDRYE
(SORGHASTRUM NUTANS)
INDIAN GRASS
(CHAMAECRISTA FASCICULATA)
PARTRIDGE PEA
RUBRA L. SSP. RUBRA)
RED FESCUE (FESTUCA
(AGROSTIS CANINA)
VELVET BENTGRASS,
SPECIES
10
5
15
10
35
25
(POUNDS)
BY WEIGHT
PROPORTION
95
95
95
95
97
96
(PERCENT)
PURITY
MINIMUM
90
90
90
90
80
85
(PERCENT)
GERMINATION
MINIMUM
EROSION & SEDIMENTATION CONTROL PLAN:
EROSION & SEDIMENTATION CONTROL NOTES:
APPLIED AT A RATE OF 100 LBS. PER ACRE.
TEMPORARY GRASS SEEDING, IF NECESSARY, SHALL BE PERENNIAL RYE GRASS (LOLIUM PERENNE)13.
THE FOLLOWING GRASS SEED MIXTURES SHALL BE APPLIED AT A RATE NO LESS THAN 100 LBS. PER ACRE:11.
FALL: AUGUST 15 TO SEPTEMBER 15
SPRING: APRIL 15 TO JUNE 15
THE FOLLOWING DATES FOR SEEDING SHALL BE USED:10.
AREAS OUTSIDE OF PAVED AREAS, WALKS, AND BUILDINGS ARE TO RECEIVE A MINIMUM 4" OF TOPSOIL.9.
ESTABLISHMENT" SPECIFICATION IN CTDOT 819, AT THE COMPLETION OF PROJECT.
ALL DISTURBED AREAS ARE TO BE RAKED, SEEDED AND FERTILIZED PER "TURF8.
CONTROL DEVICES AS SHOWN ON THESE PLANS OR AS ORDERED BY THE ENGINEER.
THE CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING ALL EROSION AND SEDIMENTATION7.
OR TOWN.
CONSTRUCTION PERIOD IF DEEMED NECESSARY OR REQUIRED BY THE ENGINEER
ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED DURING THE6.
MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PLAN.
SEDIMENT REMOVED FROM ANY CONTROL STRUCTURES SHALL BE DISPOSED OF IN A5.
REPLACED OR INCREASED AS REQUIRED BY SPECIFIC FIELD CONDITIONS.
WITHIN 24-HOURS AFTER A RAIN EVENT OF AT LEAST A HALF-INCH, AND MAINTAINED,
ALL ON-SITE EROSION AND SEDIMENT CONTROLS ARE REQUIRED TO BE INSPECTED4.
BY THE ENGINEER OR TOWN.
CONTRACTOR DURING THE CONSTRUCTION PERIOD AS NECESSARY OR AS REQUIRED
ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED OR REPLACED BY THE3.
AND THE TOWN REGULATIONS.
GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL", DATED 2024, AS AMENDED
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT
ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN 2.
ON THE PLANS, OR AS DIRECTED BY THE TOWN PRIOR TO CONSTRUCTION.
EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED AS SHOWN1.
ACTIVITIES. ALL TEMPORARY STORMWATER DISCHARGE WILL BE DIRECTED TO THESE TRAPS.
TEMPORARY SEDIMENT TRAPS WILL BE INSTALLED AS NECESSARY DURING CONSTRUCTION4.
ALL DISTURBED AREAS HAVE BEEN STABILIZED, AS REQUIRED BY FIELD CONDITIONS.
DUST CONTROL MEASURES WILL BE APPLIED DURING THE CONSTRUCTION PERIOD UNTIL3.
OF SOIL.
AN EROSION CONTROL SYSTEM SHALL BE INSTALLED AROUND ALL ON-SITE STOCKPILES2.
NOTED OR AGREED UPON WITH TOWN STAFF.
SITE PRIOR TO THE START OF CONSTRUCTION ACTIVITIES, UNLESS OTHERWISE
ALL EROSION AND CONTROL MEASURES WILL BE INSTALLED AT THE PROJECT1.
DUMPING STRAPS
PORTS
OUTFLOW
OPTIONAL
CURB FILTER
LIFT STRAPS
STORM GRATE
CURB OPENING
SILT SACK
ENTIRE STONE ENVELOPE
WRAP FILTER FABRIC AROUND
3"4' MIN.HDPE PIPE
12" or 18" SLOTTEDVARIESPAVEMENT STRUCTURE
BACKFILL WITH TOPSOIL OR
8"ø TEE PIPE
STOCKPILE (TYP.)
OF MATERIAL
GRADIENT SIDE
PLACED ON DOWN
SYSTEM TO BE
EROSION CONTROL
N.T.S.
PLAN VIEW B-B
FIBERGLASS SEPARATION
CYLINDER AND INLET
CENTER OF CDS STRUCTURE, SCREEN AND
SUMP OPENING
PVC HYDRAULIC SHEAR
PLATE
2'-0" [610](2'-0" [610])1'-9" [533](4'-6" [1372])N.T.S.
ELEVATION A-A
FIBERGLASS SEPARATION
CYLINDER AND INLET
SOLIDS STORAGE SUMP
SEPARATION
SCREEN
INLET PIPE
(MULTIPLE INLET PIPES
MAY BE ACCOMMODATED)
OUTLET PIPE
PVC HYDRAULIC
SHEAR PLATE (4'-0" [1219])FLOW
PERMANENT POOL
ELEV.
OIL BAFFLE SKIRT
CONTRACTOR TO GROUT
TO FINISHED GRADE
GRADE
RINGS/RISERS
A
A
48" [1219] I.D. MANHOLE
STRUCTURE
TOP SLAB ACCESS
(SEE FRAME AND COVER
DETAIL)
N.T.S.
(DIAMETER VARIES)
FRAME AND COVERMAX.
FLOW
MAX.
BB
F
OR MAI
NTENANCE CALL 1.800.338.1122 www.contechES.com TMClean water sta
rt
s here
®VARIESSEE NOTE 3
5" (TYP.)ODNOT TO SCALE
3' - 4'
SECTION
PRECAST BASE
1' - 4' AS REQUIRED
SECTION(S)
PRECAST RISER
SEE NOTE 4
3' OR 4'
SECTION
PRECAST CONE
1/2 OD
NOTES:
FRONT SECTION
TOP SECTION
SIDE SECTION
SEE NOTE 1
PRECAST STORM DRAIN MANHOLE (H-20) 6" 8"8"8"24"
4'-0" DIA.
6"6"4"PITCH
SHELF MIN. 1"/FT
CONCRETE OR BRICK
BRICK INVERT
CONCRETE OR
LINE OF PIPES
MIN. 1" PITCH @ SPRING
CONCRETE OR BRICK SHELF
BRICK & MORTAR
KNOCKOUT WITH
BETWEEN PIPE AND
SEAL ANNULAR SPACE
FILTER FABRIC
STONE BASE OVER
" CRUSHED4
312" OF
SECTION
AND TOP OF BASE
MIN. 4" FROM BOTTOM
KNOCKOUTS FOR PIPES
LINE OF PIPES
MIN. 1" PITCH @ SPRING
CONCRETE OR BRICK SHELF
BRICK INVERT
CONCRETE OR
ABOVE
MANHOLE COVER
ALL MATERIALS ARE TO MEET CONN. DOT SPECIFICATIONS FORM 818 AS AMENDED.5.
FILL LIFTING HOLES WITH MORTAR.4.
ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS.3.
FOR SHALLOW STRUCTURES, USE 8" SLAB IN PLACE OF CONE SECTION.2.
AND NUMBER OF PIPES. INCREASE WALL THICKNESS 1" FOR EACH 1 FT. OF INSIDE DIAMETER INCREASE.
MANHOLE INSIDE DIAMETER MAY BE INCREASED AS DIRECTED BY THE ENGINEER TO ACCOMMODATE SIZE1.
6" MIN. - 12" MAX.
OR BRICK
WITH CONC. BLOCKS
ADJUST FRAME ELEV.
AND COVER
CAST IRON FRAME
NOT TO SCALE
YARD DRAIN (MIN.)AGGRECATE (MIN.)NOT TO SCALE
(CONTECH CDS OR APPROVED EQUAL)
HYDRODYNAMIC SEPARATOR
SC-800 UNDERGROUND STORAGE DETAIL
NOT TO SCALE
D
C
B
A
ACCEPTABLE FILL MATERIALS: STORMTECH SC-800 CHAMBER SYSTEMS
WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS 'A' OR 'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL".5.
ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.4.
COMPACTION REQUIREMENTS.
WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR 3.
STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.2.
THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".1.
PLEASE NOTE:
COLORS.
TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 750 ·
TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2” (50 mm).·
TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·
REQUIREMENTS FOR HANDLING AND INSTALLATION:5.
PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.4.
CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. REFERENCE STORMTECH DESIGN MANUAL FOR BEARING CAPACITY GUIDANCE.
THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH 3.
SC-800 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".2.
CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".1.
NOTES:
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT
D
THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER.
PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE
TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE
FILL MATERIAL FOR LAYER 'D' STARTS FROM THE FINAL FILL:
PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S
N/A
PREPARATION REQUIREMENTS.
INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED
C
PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER.
(375 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT
THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 15"
FILL MATERIAL FOR LAYER 'C' STARTS FROM INITIAL FILL:
THIS LAYER.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF
FINES OR PROCESSED AGGREGATE.
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10
¹AASHTO M43
OR
A-1, A-2-4, A-3
¹AASHTO M145
DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN).
GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN).
DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER
DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE
LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR
OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL
BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL
B
ABOVE.
FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER
FILL SURROUNDING THE CHAMBERS EMBEDMENT STONE:
5CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE 3, 357, 4, 467, 5, 56, 57
¹AASHTO M43
NO COMPACTION REQUIRED.
A SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.
FILL BELOW CHAMBERS FROM THE FOUNDATION STONE:5CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE
3, 357, 4, 467, 5, 56, 57
¹AASHTO M43 2,3PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.
12" (300 mm) MIN 12" (300 mm) MIN51" (1295 mm)
(75 mm) MIN
3"
SUBGRADE SOILS
(SEE NOTE 3)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
(2.4 m) MAX
8'
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
INCREASE COVER TO 21" (525 mm).
RUTTING FROM VEHICLES MAY OCCUR,
UNPAVED INSTALLATIONS WHERE
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR
PROJECT SPECIFIC REQUIREMENTS.
PLEASE SEE THE LAYOUT SHEET(S) FOR
MINIMUM REQUIREMENTS FOR INSTALLATION.
**THIS CROSS SECTION DETAIL REPRESENTS
(375 mm) MIN*
15"
6" (150 mm) MIN
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
PERIMETER STONE
(SEE NOTE 4)
SC-800 END CAP
(838 mm)
33"
6" (150 mm) MIN(SEE NOTE 3)
Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
MJP
KRG
MMZ
REVISIONS
SCALE: 1"= 40'
600 NUTMEG ROAD NORTH
PREPARED FOR
USA HAULING & RECYCLING
CNG FUELING STATION
DETAILS AND NOTES
SHEET NO.OF4 4
Environmental Consulting Construction Management
7/8/25
SOUTH WINDSOR, CT
4481.159
J:\4481\159\Design\PLOT_Site Plan_Clean Energy.dgn
www.bartonandloguidice.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
855 Winding Brook Drive
FINISH GRADE
WATER TIGHT GASKET
18" PVC CATCH BASIN
FRAME AND GRATE
STANDARD CAST IRON ROUND
1' (MIN.)6" CONCRETE 4" PROCESSED
Barton & Loguidice, LLC
1
Drainage Summary Report
MR South Windsor Properties, LLC
Proposed Underground Stormwater Storage
600 Nutmeg Road, South Windsor, CT
June 17, 2025
PROJECT DESCRIPTION
The project site is an existing recycling facility located on the east side of Nutmeg Road North.
The site contains three properties (570, 600 and 602 Nutmeg Road) with a combined 13.01 acres
and is in the Industrial Zone. The applicant is proposing to install a natural gas fueling facility on
site along with site improvements including a new entrance to the facility and the conversion of
a stormwater basin to underground storage.
EXISTING CONDITIONS
The existing stormwater basin is centrally located amid the three parcels and straddles the
property line between parcels #600 and #602. The site’s truck scale is located along the southern
edge of the basin. There are three storm drains that outlet into the existing basin. These piped
systems collect and carry the stormwater from #602, the easternmost section of the subject
properties, as well a portion from the rear of #600. The basin has a concrete outlet control
structure that drains to an existing 18” diameter pipe connected to a storm system at the western
portion of the parcels. This storm system also collects the stormwater from the front of the site
and outlets to the existing storm drain system in Nutmeg Road North. The basin holds
approximately 9 inches of water and provides stormwater storage above this elevation.
PROPOSED CONDITIONS
The proposed improvement includes the installation of an underground storage system
consisting of 483 units of SC-800 Infiltration chambers surrounded by crushed stone. Two new
hydrodynamic structures will be installed to provide treatment of the stormwater prior to
discharging to the underground storage area.
The proposal is to install an underground storage system to replace the existing above ground
storage of the basin. The bottom of the proposed system will be installed at the approximate
bottom of the existing basin. No infiltration is considered and the storage system has been sized
to replace the available volume in the existing basin. See the attached Water Quality Flow and
Storage Volume computations.
Barton Loguidice, LLC 600 Nutmeg Road North
South Windsor, CT
6/17/2025 J:\4481\159\Design\Drainage Analysis\20250616 DRAIN_Treatment Structure Sizing
WQV = Water Quality Volume (acre-feet)
R = Volumetric Runoff Coefficient, 0.050 + 0.009(I)
I = Percent Impervious Cover, Impervious Area / Total Area
DA = Drainage Area (Acres)DA = 1.000 acres
IA = Impervious Area (Acres)IA = 1.000 acres
I = 100%R = 0.95
WQV = 0.103 acre-feet
Q = Runoff Depth (in watershed inches)
WQV = Water Quality Volume (acre-feet)
DA = Drainage Area (acres)
Q(in) = 1.24 watershed inches
Q(in) = 1.24 watershed inches P = 1.3 in
CN = 98
Ia = 0.041 inches
Tc = 0.167 hours
Ia/P = 0.032
qu = 775 csm/in
WQF = Water Quality Flow (cfs)
qu = unit peak discharge (cfs/mi2/inch)
DA = drainage area (mi2)
Q(in) = runoff depth (watershed inches)
WQF = 1.496 cfs
Determine NCRS Curve Number (CN)
From Appendix D, Figure 1 - Graphical Solution of Runoff Equation (Fig. 2-1 from TR-55) of the 2024 CT Stormwater Manual
From Appendix D, Figure 3 - Unit Peak Discharge for NRCS Type III Rainfall Distribution (Exh. 4-111 of TR-55) of the 2024 CT SW Manual
Compute Water Quality Flow
Determine Initial Abstraction (Ia)
From Appendix D, Figure 4 - Initial Abstraction Values for Runoff CNs (Table 4-1 of TR-55) of the 2024 CT Stormwater Manual
Determine Unit Peak Discharge (qu)
Time of Concentration (Tc)
PROPOSED TREATMENT STRUCTURE SIZING
Compute Water Quality Volume
Determine Percent Impervious Cover (I)Calculate Volumetric Runoff Coefficient (R)
Calculate Water Quality Volume
Compute Runoff Depth
DA
WQVQin
)12(
)(
×=
)(inuQDAqWQF××=
Barton Loguidice, LLC 600 Nutmeg Road North
South Windsor, CT
6/17/2025 J:\4481\159\Design\Drainage Analysis\20250616 DRAIN_Treatment Structure Sizing
WQV = Water Quality Volume (acre-feet)
R = Volumetric Runoff Coefficient, 0.050 + 0.009(I)
I = Percent Impervious Cover, Impervious Area / Total Area
DA = Drainage Area (Acres)DA = 3.000 acres
IA = Impervious Area (Acres)IA = 2.500 acres
I = 83%R = 0.80
WQV = 0.260 acre-feet
Q = Runoff Depth (in watershed inches)
WQV = Water Quality Volume (acre-feet)
DA = Drainage Area (acres)
Q(in) = 1.04 watershed inches
Q(in) = 1.04 watershed inches P = 1.3 in
CN = 97
Ia = 0.062 inches
Tc = 0.250 hours
Ia/P = 0.048
qu = 550 csm/in
WQF = Water Quality Flow (cfs)
qu = unit peak discharge (cfs/mi2/inch)
DA = drainage area (mi2)
Q(in) = runoff depth (watershed inches)
WQF = 2.681 cfs
PROPOSED TREATMENT STRUCTURE SIZING
Compute Water Quality Volume
Determine Percent Impervious Cover (I)Calculate Volumetric Runoff Coefficient (R)
Calculate Water Quality Volume
Compute Runoff Depth
From Appendix D, Figure 3 - Unit Peak Discharge for NRCS Type III Rainfall Distribution (Exh. 4-111 of TR-55) of the 2024 CT SW Manual
Compute Water Quality Flow
Determine NCRS Curve Number (CN)
From Appendix D, Figure 1 - Graphical Solution of Runoff Equation (Fig. 2-1 from TR-55) of the 2024 CT Stormwater Manual
Determine Initial Abstraction (Ia)
From Appendix D, Figure 4 - Initial Abstraction Values for Runoff CNs (Table 4-1 of TR-55) of the 2024 CT Stormwater Manual
Determine Unit Peak Discharge (qu)
Time of Concentration (Tc)
DA
WQVQin
)12(
)(
×=
)(inuQDAqWQF××=
Barton Loguidice, LLC 600 Nutmeg Road North
South Windsor, CT
6/17/2025 J:\4481\159\Design\Drainage Analysis\20250616 DRAIN_Treatment Structure Sizing
The existing basin water elevation fluctuates between 72.8 and 73.2. Elevation 72.8 was used as the bottom of the existing
available storage. The outlet structure grate is at elevation 75.4, therefore there is 2.6 feet of storage. The average area of the basin
between elevation 72.8 and 75.4 is 14,475 square feet.
STORAGE VOLUME REQUIRED= 2.6 FT * 14,475 SF =37,635 C.F.
Each SC-800 unit by Contech has a storage volume of 78.4 cubic feet. This storage is calaculated including 6" of stone above and
below the units and 3" of stone between the units. The stone volume is considered using 40% voids.
NUMBER OF STORAGE UNITS REQUIRED = 37,635 CF/78.4 CF =480.04 Units
The proposed system includes 23 rows of 21 units each for a total of 483 units. This provides a storage of 37,867 CF. There is
also additional storage in the inlet and outlet slotted pipes and stone which has not been quantified in the volume above.
PROPOSED UNDERGROUND STORAGE STRUCTURE SIZING
Compute Existing Stormwater Basin Volume
Compute Proposed Underground Storage Volume
W F
23
W F
22
W F
21WF
20WF
19
W F
18
+
+
++
+
+
89,697 sq. ft.25'
REAR YARDTYPICAL 10' WIDE
AREA
CONSERVATIONGRAVEL
INV:73.78
(SEE DETAIL)
OUTLET STRUCTURE
S
S
CURTAIN DRAIN
A R E A
ALBERT J. SCHNEIDER
G R A V E L
INV:75.65
N/F
TF:79.20
E 190,217.86
80INV=78.0N 176,650.26
HIGH POINT
10' SIDE YARD
CURTAIN DRAIN
HYD.
1928.72' (TOTAL)
WGE
F
F
82.30'
626.81'1
5"
R
C
P
10' SIDE YARD
GasE 10' SIDE YARD
GV hyd.EGInv. 73.16
FL=72.95(W)
S
FL 71.01
Rim 80.16
15" RCPFL=73.29(E)
Rim 78.54
SMH #2
FL=73.23(N)EXISTING EDGE OF PAVEMENT4" U.D.INV:76.38 8"
SMH #1
PVC EGTF=77.53
S C A L E
INV:76.29 18"
6"
S
TF:80.43
18"RCP
FL 24"RCP 74.70
FL:75.40FL 18"RCP 74.95
TF:79.37EG 81
FL 15"RCP 75.28
4" U.D.
FL 6"PVC 75.35
8"P
VC
18"RCP24"RCP TF 78.70 EGP A V E M E N T
RESET TF:81.10
2" WATER SERVICE60 L.F.~ 8"CIPSan. Lat.INV:77.25 8"
FL 74.11
B I T U M I N O U S
Grate El. 76.70
INV:76.90 18"@ 1.80%24"F.E.EGWeir El. 74.47bldg.
TF 80.10
8"Orifice FL 73.46fuel
Outlet Structure
8"
CIP82EG 6" U.D.
6" U.D.
8"PVC
TF:79.06
EG78 L.F.INV:77.46
Fl 75.19DETENTION BASIN
TRENCH DRAIN
EXISTING GT
pad
conc.
4" U.D.8" P VC
140.15'
PadW
ALLRoof Le
a
d
er
Conc.
FL 74.00
25' REAR YARDCONCRETE
FL 74.50
15"F.E.
82
FL 74.05
15"F.E.
EXIST.100.05'Fin. Floor 83.06100.08'C E N T E R
FL 15" 74.06
FL 10" 74.11
R E N E W A L
TF 79.11 TRENCH DRAINR E S O U R C E
5.29 ac. 15"RCP6"PVCAPRON
230,694 sq. ft.
10" ADS Solid
FL 74.47
CONCRETE
181.04'TF 77.42
(PARCEL 1)
Roof Leader
pad
LOT 2
METAL SHED
(TYP.)
conc.EXISTING
TREE LINE
140.18'
10' SIDE YARD
CURTAIN DRAIN
283.00'
157.93'
377.02'
399.50'
(2289.82' TOTAL)
F
F
934.45' (TOTAL)
16.37'
INV. 74.75 16.03'
CURTAIN DRAIN
JOSEPH W. VIBERT, JR.
80N/F
LIMITED PARTNERSHIP
LIEBERT FAMILY
N/F
CONCRETE
BITUMINOUS
W G
INV. = 72.7215" R.C.P.INV. = 72.7515" R.C.P.
INV. = 72.8624" R.C.P.
INV. = 71.9718" R.C.P.
74
INV. = 73.888" PVC
76
T.F. = 76.20C.B. TYPE 'CL'
GATE
(TYP)
BOLLARD
FENCE
CHAINLINK
T.F. = 77.82C.B. TYPE 'CL'
7878
BIT CURB
GATE80 T.F. = 81.45SANITARY M.H.
T.F. = 81.46SANITARY M.H.
+
76.50
+
76.50
78.25
+
78.75
78.75
+
79.25
0
SCALE: 1"= 50'
50 50 100
78
79
77
Civil Engineering Land SurveyingEnvironmental Consulting Construction Management
4481.115
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
DPL
KRG
MMZ
REVISIONS
SCALE: 1"= 50'
600 NUTMEG ROAD NORTH
PREPARED FOR
USA HAULING & RECYCLING
CNG FUELING STATION
WATERSHED PLAN
SHEET NO.OF1 1
SO. WINDSOR, CT
06/17/25
J:\ \ \ .dgn
www.bartonandloguidice.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
855 Winding Brook Drive
(2.5 ACRES IMPERVIOUS)
AREA= 3.0 ACRES
TREATMENT STRUCTURE #2
(1.0 ACRES IMPERVIOUS)
AREA= 1.0 ACRES
TREATMENT STRUCTURE #1
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PLANNING DEPARMENT
IN-HOUSE REFERRAL FORM
DATE: 7-9-25
TO: Michael Maniscalco, Walter Summers, Kevin Vincens, John Henault, Molly Keays,
Andrew Abbagnaro, Kevin Cooney, Tony Manfre, Autum Burke, Dave Turkington,
Andrea Cofrancesco, Vincent Stetson, David Gesualdi, Marc Melanson, Scott Roberts,
Trishanna Branford, Marco Mucciacciaro, Michele Lipe
FROM: Justin Russo, PLA, Assistant Planner
The Planning & Engineering Departments have received plans for the following projects:
Appl. 25-31P USA Hauling & Recycling CNG Fueling Station
Location: 570, 600, and 602 Nutmeg Road
Site Plan Subdivision No. Acres 13.0 Zone I
Industrial Commercial Residential No. Lots/Units 3
Water: Public Private Well Sewerage: Public Septic System
Site plan for natural gas fueling station and associated improvements. Project Description:
Future Town-owned property involved? Yes No
new street(s) new detention area
new open space/recreation area active passive
Planning Department notes:
Visit https://www.southwindsor-ct.gov/planning-department/pages/planning-and-zoning-
commission-applications to review pending applications
Please comment by 7-21-25 and return to the Planning Department.
Town of SOUTH WINDSOR
Building Department
1540 Sullivan Ave.
South Windsor, CT 06074
Tel. (860) 644-2511 Ext 2230
July 10, 2025
PZC Application 25-31P
Site Plan
570, 600, and 602 Nutmeg Rd
USA Hauling and Recycling
CNG Fueling Station
The application has been reviewed under the 2022 CT State Building Codes.
After reviewing this application, I have the following comments and
questions regarding this application.
1) There is nothing on the plans showing any of the equipment,
pedestals, fencing, crash protection, etc.
Be advised that this is a review for the Planning and Zoning application only
and not for any other permits.
If you have any questions, please feel free to contact me.
Marc Melanson
Building Official
MEMORANDUM
To:Michele Lipe,Director of Planning
Justin Russo
Autum Burke
From:John Henault,P.E.,Project Engineer 044/
Date:July 10,2025
Re:App 25-31P —CNG Fueling Station
i have reviewed the above site plans and have the following Engineering comments:
1.The site has a combined 13.01 acres.What is the total area of disturbance for the
proposed plan in acres?What is the post-development Directly Connected lmpervious
Area (DCIA)in square feet?
2.The Watershed Plan attached to the Drainage Summary Report does not delineate a
treatment area for the proposed 32-space fueling/parking area.Upon reviewing
satellite images of the site,it appears that the proposed CNG fueling station area is
currently a dirt parking area.The proposed CNG fueling station will be bituminous
pavement.This will increase runoff.Does this area sheet flow to the existing detention
basin on the 570 Nutmeg Road parcel?ls this detention basin adequately sized to
handle the increased runoff?ls a forebay,hydrodynamic separator or other engineered
device needed to remove pollutants from runoff?
3.Were the pre-development and post-development conditions analyzed using HydroCAD
or other software modeling to verify that the design can control the 10 and 100-year
post—development peak flow rates to their respective pre—development flow rates as
required according to Town zoning regulations?This should be done for the parcel at
570 Nutmeg Road as well,where the proposed fueling/parking area will be located?
4.The applicant is proposing to convert an existing stormwater basin to an underground
storage system.No infiltration is considered,and the plans show that the existing outlet
structure is to be removed.Is a new outlet control structure going to be installed to
slowly release stormwater to the existing 18"pipe connected to the stormwater system
at the western portion of the parcels,or will the water percolate into the ground (even
though no formal credit for infiltration is given)?
5.The plans do not include a sheet showing the grading with spot elevations,including for
the area of the proposed fueling/parking area.
6.The Drainage Summary Report does not include storm sewer tabulations showing that
the pipes are sized and sloped to adequately convey the proposed runoff under 10-year
storm event conditions.
7.What is proposed for the aboveground area over the underground storage?
Memo
To:Kevin Grindle.PE Batton &Loguidice
From:Michale M.Lipe,AICP Director of Planning
Date:7/28/25
Re:Appl #25-3 1P,CNG Fueling Station Site Plan Application Planning Review Comments
The following are the Flaming Department comments.Engineering comments have been sent separately.
Building Department comments are attached.
Please make the necessary revisions and submit three COMPLETE sets of revised plans (including landscaping,
lighting,and architectural elevations)and 10 sets ll”X 17”plans by Wednesday,August 13 to be sent out with
the agendas (scheduled for 8-19-25).
General Comments
Zoning data table reflects that 600 Nutmeg is no longer in conformance —eg.impervious coverage greater than 65%.
Either a reduction in pavement must be made or a lot line adjustment to so that the lots remain in conformance is
require.
Site Plan Comments
1.All easements should be shown on the plans.Town Clerk map 2134 shows the easements that are currently
on file for these properties All easements should be shown and listed in the easement table.
2.The setbacks should be clearly shown on all lots.All concrete pads for the CNG gas structures must meet
setback requirements.
3.Please identify all trees to be removed and protected on the site plans.Any trees to be removed within the
Town ROW should be identified for review by the tree warden.
4.What is the intended use for the detention area that is being covered?Will it be landscaped or used for
parking?If used for parking,has it been included in the impervious coverage calculations?
5.The scale shown on C1.0 of the CNG plans does not appear on the site plan drawings.The aerial does indicate
a number of dumpsters in that general area.Will these dumpsters be removed for trucks to be able to access
the scale in that area?
6.Is there any new exterior lighting or landscaping being added?
1540 Sullivan Avenue,South VWndsor,CT 06074 PH 860-644-251 1,ext.2252
e-michele.|ipe@southwindsor—ct.gov
South Windsor
Planning Department
MEMORANDUM
To: Michele Lipe,
From: Jeff Doolittle, P.E.
John Henault
Date: 8-1-25
Re: App 25-31P – 600 Nutmeg Rd SP
I have reviewed the plans submitted for the above application and have the following
comments:
1. The plans show a new 30 foot wide new driveway off Nutmeg Road to the site. Explain
why this driveway is needed, why it is so wide and how it will be used. This new
driveway should be narrowed and/or restricted to only access or egress if possible.
2. During construction of the new underground detention system, notes indicate that the
existing detention pond will be dewatered and excavated. A more complete dewatering
and excavation plan needs to be provided with treatment as necessary to insure no
stormwater is discharged to the Town’s stormwater system or downstream water
courses with high concentrations of contaminants or pollutants, per the Town’s
Stormwater Illicit Discharge Ordinance and CT DEEP stormwater guidelines and
regulations. Storm water quality samples from the existing stormwater detention basin
should be submitted to the Town Engineer as part of this plan development.
3. It is not clear how the surface of the new underground detention system will be
finished. Will this area be paved or finished with topsoil and turf grass or some other
material? This needs to be clearly shown on the plans.
4. Will the proposed natural gas fueling/parking stations have a gravel/stone surface, be
paved or have some other surface treatment? Label this on the plans.
5. Where will any additional runoff from the natural gas fueling stations drain to and how
will this be treated?
6. The impervious area on 600 Nutmeg Road is proposed to be 69.7% that exceeds the
65% allowed in the industrial zone. This impervious area should be reduced to 65% or
less with additional green space and landscaping added to the plan.
7. The pipe sizes and invert elevations for the two new hydrodynamic separators and new
stormwater outlet manhole need to be included on the plan detail sheets.
Let me know if there are questions about these comments.
PLANNINE DEPARTMENT
August 5‘2025
Kevin Grindle.ASLA.PLA
Barton &Loguidice
855 Winding Brook Drive
Glastonbury.CT 06033
Dear Mri Grindle.
Re:Appl.25—31P.USA Hauling &Recycling CNG Fueling Station i request for a site planapprovaltoconstructanaturalgasfuelingstationandassociatedsiteimprovementson
properties located at 570.600,and 602 Nutmeg Road.I zone.
Please be advised that the Public Meeting ofthe Planning &Zoning Commission for the above
referenced matter has been scheduled for Tuesday,August 19,2025.
This meeting will be held in the Madden Room on the downstairs level of the South Windsor
Town Hall.Someone must be present to represent the application.
One sign advertising the meeting must be posted on the property for ten (10)consecutive days
prior to the hearing and must be clearly visible from town streets.The sign must be posted on
Nutmeg Road frontage by Saturday,August 9.2025.
Signs can be picked up at the Planning office ofthe South Windsor Town Hall.1540 Sullivan
Avenue.Please call (860)644-251 l ext.2329 if you have any questions.Monday 8:00 a.m.—
7:00 p.m..Tuesday —Thursday 8:00 a.m.e 4:30 p.m.and Friday 8:00 a.m.e l :00 p.m.
Sincerelv.
Jgshua Stem
Administrative Secretarv/Land Use Coordinator
1540 Sullivan Avenue,South Windsor,ET 05074 i Tel (000)0411-2511 Ext 232B i Planning@SouthWindsnr-Cl.guv
Barton & Loguidice, LLC. USA Hauling & Recycling - CNG Fueling Station
South Windsor, CT
Page 1 of 5
COMMENT RESPONSE SUMMARY - Application #25-31P
Comments dated: July 28, 2025 from
Michele M. Lipe, AICP Director of Planning
General Comments
Zoning data table reflects that 600 Nutmeg is no longer in conformance - e.g. impervious
coverage greater than 65%. Either a reduction in pavement must be made or a lot line
adjustment to so that the lots remain in conformance is required.
Response: Parcels #600 & #602 shall be combined to bring the new overall lot area into
conformance. The zoning compliance table has been updated to reflect combining these
two lots.
Site Plan Comments
1. All easements should be shown on the plans. Town Clerk map 2134 shows the
easements that are currently on file for these properties. All easements should be
shown and listed in the easement table.
Response: All easements (existing and proposed) have been shown on the proposed
easement survey maps included with this submission. The easement table only lists
the two proposed new easements.
2. The setbacks should be clearly shown on all lots. All concrete pads for the CNG gas
structures must meet setback requirements.
Response: Setbacks have been clearly shown on all lots and all concrete pads for the
CNG gas structures have been adjusted to meet the setbacks.
3. Please identify all trees to be removed and protected on the site plans. Any trees to
be removed within the Town ROW should be identified for review by the tree warden.
Response: B&L’s survey crew has field verified that all trees being removed as part
of this project fall within private property therefore, no trees within the ROW have
been identified.
4. What is the intended use for the detention area that is being covered? Will it be
landscaped or used for parking? If used for parking, has it been included in the
impervious coverage calculations?
Response: This area will be paved and will be used for material storage and
equipment maneuvering in support of the applicant’s current business operations.
5. The scale shown on C1.0 of the CNG plans does not appear on the site plan drawings.
The aerial does indicate a number of dumpsters in that general area. Will these
Barton & Loguidice, LLC. USA Hauling & Recycling - CNG Fueling Station
South Windsor, CT
Page 2 of 5
dumpsters be removed for trucks to be able to access the scale in that area?
Response: The scale that was previously shown on the CNG plans has been removed.
The dumpsters/containers shown on the aerial photo will remain in this location and
no additional truck access is required at this time.
6. Is there any new exterior lighting or landscaping being added?
Response: Lighting cut sheets for the three new lights identified on the project plans
have been submitted for Staff review. These three lights are being installed to replace
existing pole mounted lights at these locations. All other site & security lighting shall
remain unchanged. Existing landscaping including vegetated buffers shall be
maintained, no additional landscaping is proposed for this site.
Comments dated: July 10, 2025 from
Marc Melanson, Building Official
1. There is nothing on the plans showing any of the equipment, pedestals, fencing, crash
protection, etc.
Response: Equipment for the fueling station and related compound fencing &
bollards are included in the separate plan set prepared by Clean Energy, which is
included in the Town’s submission.
Comments dated: July 10, 2025 from
John Henault, P.E., Project Engineer
1. The site has a combined 13.01 acres. What is the total area of disturbance for the
proposed plan in acres? What is the post-development Directly Connected
Impervious Area (DCIA) in square feet?
Response: The total area of disturbance across the three lots is 0.77 acres. The
post-development DCIA is 87,224 square feet.
2. The Watershed Plan attached to the Drainage Summary Report does not delineate
a treatment area for the proposed 32-space fueling/parking area. Upon reviewing
satellite images of the site, it appears that the proposed CNG fueling station area
is currently a dirt parking area. The proposed CNG fueling station will be
bituminous pavement. This will increase runoff. Does this area sheet flow to the
existing detention basin on the 570 Nutmeg Road parcel? Is this detention basin
adequately sized to handle the increased runoff? Is a forebay, hydrodynamic
separator or other engineered device needed to remove pollutants from runoff?
Barton & Loguidice, LLC. USA Hauling & Recycling - CNG Fueling Station
South Windsor, CT
Page 3 of 5
Response: The proposed improvements on #570 Nutmeg Road include the installation
of the fueling compound and concrete barriers with piping to provide fueling at the
truck parking areas. This lot will remain a dirt/gravel surface as in the existing
conditions. A portion of dirt surface and the existing bituminous drive on the site will
be disturbed to install the fueling equipment compound area. This area will consist of
a gravel surface surrounding the concrete equipment pads. The total additional
impervious area proposed on this lot is 780 square feet. The adjacent landscaped area
and trees will remain. The gravel will offer infiltration of stormwater in the area of the
equipment compound. An flow that does not infiltrate sheet flows across the parking
area and lawn to the existing drainage basin on the lot to remain.
3. Were the pre-development and post-development conditions analyzed using
HydroCAD or other software modeling to verify that the design can control the 10
and 100-year post-development peak flow rates to their respective pre-
development flow rates as required according to Town zoning regulations? This
should be done for the parcel at 570 Nutmeg Road as well, where the proposed
fueling/parking area will be located?
Response: Additional stormwater calculations are included that analyze the existing
and proposed conditions using PondPack. Also included are calculations to compare
the conditions for 570 Nutmeg.
4. The applicant is proposing to convert an existing stormwater basin to an
underground storage system. No infiltration is considered, and the plans show that
the existing outlet structure is to be removed. Is a new outlet control structure
going to be installed to slowly release stormwater to the existing 18" pipe
connected to the stormwater system at the western portion of the parcels, or will
the water percolate into the ground (even though no formal credit for infiltration
is given)?
Response: Stormwater calculations are attached. The new outlet structure includes
an internal concrete weir and orifice to control the proposed storm flows. A liner will
be installed for the underground system and no infiltration is proposed.
5. The plans do not include a sheet showing the grading with spot elevations,
including for the area of the proposed fueling/parking area.
Response: Grades have been added to the plans to show the grading in this area.
6. The Drainage Summary Report does not include storm sewer tabulations showing that
the pipes are sized and sloped to adequately convey the proposed runoff under 10-
year storm event conditions.
Response: Pipe analysis has been included for the proposed new pipes on the site.
7. What is proposed for the aboveground area over the underground storage?
Response: This area will be paved with bituminous concrete and will be used for
Barton & Loguidice, LLC. USA Hauling & Recycling - CNG Fueling Station
South Windsor, CT
Page 4 of 5
material storage and equipment maneuvering in support of the applicant’s current
business operations.
Comments dated: August 1, 2025 from Jeff Doolittle, P.E.
1. The plans show a new 30 foot wide new driveway off Nutmeg Road to the site.
Explain why this driveway is needed, why it is so wide and how it will be used. This
new driveway should be narrowed and/or restricted to only access or egress if
possible.
Response: The new driveway shall be restricted to egress only and shall have ‘Do
Not Enter’ signs installed. It has also been narrowed to 16 feet wide with widened
radius’ at the road to accommodate outbound trucks. The driveway is being added
to improve circulation for the existing truck traffic.
2. During construction of the new underground detention system, notes indicate that
the existing detention pond will be dewatered and excavated. A more complete
dewatering and excavation plan needs to be provided with treatment as necessary to
insure no stormwater is discharged to the Town’s stormwater system or downstream
water courses with high concentrations of contaminants or pollutants, per the Town’s
Stormwater Illicit Discharge Ordinance and CT DEEP stormwater guidelines and
regulations. Storm water quality samples from the existing stormwater detention
basin should be submitted to the Town Engineer as part of this plan development.
Response: The existing pond water will be pumped into a filter bag. The filter bag
will discharge to the existing detention basin outlet structure. Any unsuitable
materials in the bottom of the pond will be excavated and disposed of off-site prior
to installation of the stone and underground storage units. Storm water quality
samples will be collected and tested. The results will be submitted to the Town
Engineer prior to the start of the pond dewatering.
3. It is not clear how the surface of the new underground detention system will be
finished. Will this area be paved or finished with topsoil and turf grass or some
other material? This needs to be clearly shown on the plans.
Response: This area will be paved with bituminous concrete and has been
shown on the plans.
4. Will the proposed natural gas fueling/parking stations have a gravel/stone surface,
be paved or have some other surface treatment? Label this on the plans.
Response: The equipment compound area will be gravel surrounding concrete
equipment pads. The remainder of the lot will remain a dirt/gravel surface as
currently exists. The existing adjacent grass island and trees will remain.
5. Where will any additional runoff from the natural gas fueling stations drain to and
how will this be treated?
Barton & Loguidice, LLC. USA Hauling & Recycling - CNG Fueling Station
South Windsor, CT
Page 5 of 5
Response: The only additional runoff from the natural gas fueling station will be
from the limited areas of concrete pads that are being installed to support the
equipment. These pad areas will discharge runoff into the surrounding crushed
stone and gravel surface throughout the CNG compound area and truck access
drives/parking areas. All these areas will continue to sheet-flow to the western
detention basin, where the water is infiltrated. No new treatment upstream of
the existing basin is proposed at this time.
6. The impervious area on 600 Nutmeg Road is proposed to be 69.7% that exceeds the
65% allowed in the industrial zone. This impervious area should be reduced to 65%
or less with additional green space and landscaping added to the plan.
Response: Parcels #600 & #602 shall be combined to bring the new overall lot area
into conformance. The zoning compliance table has been updated to reflect
combining these two lots.
7. The pipe sizes and invert elevations for the two new hydrodynamic separators and
new stormwater outlet manhole need to be included on the plan detail sheets.
Response: This information is included on the plans.
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352map 2159A
353map 2159A
354map 2159A
355map 2159A
356map 2159A
358map
359map 2159A
360map 2159A
361map 2159A
363map 2159A
364map 2159A
365map 2159A
366map 2159A
367map 2159A
362map 2159A
351map 2159A
357map 2159A
1000'S51°22'07"E
626.81'N51°22'07"W
373.49'N51°19'23"W
373.49'N51°22'07"W
488'S51°22'07"E
399.5'S50°50'58"E
182.63'S51°16'33"E
297.97'S31°07'53"W
82.3'N50°46'14"W
50.43'S31°07'54"W
348.4'N31°07'53"E
368map 2159A
0
SCALE: 1"= 1000'
1000 1000 2000
LOCATION
SITE
PROJECT CONTACT
JONATHAN@USARECYCLE.COM, (860) 746-3218
555 TAYLOR ROAD, ENFIELD, CT 06082
MR SOUTH WINDSOR PROPERTIES, LLC.
JONATHAN MURRAY
Civil Engineering Land SurveyingEnvironmental Consulting Construction Management
SITE DEVELOPMENT PLANS
USA HAULING & RECYCLING - CNG FUELING STATION
570, 600 & 602 NUTMEG ROAD, SOUTH WINDSOR, CT
OF
PREPARED FOR
MR SOUTH WINDSOR PROPERTIES, LLC.
555 TAYLOR ROAD, ENFIELD, CT 06082
LIST OF SHEETS
DATE: 7/8/25
OVERALL MAP
SITE DEVELOPMENT PLAN
DETAILS AND NOTES
DETAILS AND NOTES
SUBMITTED UNDER SEPARATE COVER:
IMPROVEMENT LOCATION PLANS PREPARED BY OTHERS AND
IMPROVEMENT LOCATION MAP AS BUILT PLAN
IMPROVEMENT LOCATION MAP AS BUILT PLAN
1
2
3
4
1 OF 2
2 OF 2
PREPARED BY:
Project No. 4481-159
LOCATION MAP
SCALE: 1" = 1000'
REVISED: 8/12/25
www.bartonandloguidice.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
855 Winding Brook Drive+/- 1,600 FT+/- 1,400 FT1603.28'
1370.34'
MARCEL O. BIZIER
JORDAN & ELAINE PERLROTH
ALBERT J. SCHNEIDER
N/F
EXISTING EDGE OF BIT. PAVING
74 1000.00' (TOTAL)S
EXISTING BIT. CONC. CURBING
309.55'S F
T ELECTRICAL TRANSFORMER PAD
10' SIDE YARD7
2
EXISTING LIGHT POLE50.43'IN PLACE.
8" MIN. COMPACTED
EXISTING UTILITY POLE
GRAVEL AREA (TYP.)
EXISTING SPOT GRADE10' SIDE YARD
AREA373.19'EXISTING WATER MAIN AND HYDRANT
GRAVEL
76S S
EXISTING SANITARY MANHOLE AND PIPE
S
74 EXISTING CATCH BASIN AND PIPE
7
6
MONUMENT TO BE SET
S
EXISTING MONUMENT
F
EXISTING IRON PIN
F
IRON PIN TO BE SET
S
BASIN LEGEND
DETENTION 348.40'
(TOTAL)WETLANDAREA
INLANDGRAVEL 290.34'297.97'78
5.39 ac.
235,171 sq. ft.TREELINE
LOT 310' SIDE YARDPAD
CONCRETE
2.05 ac.
89,697 sq. ft.1" DIA. STONE.
STRIP OF CRUSHED 25'
REAR YARDTYPICAL 10' WIDE
AREA CONSERVATION
GRAVEL
INV:73.78
(SEE DETAIL)
OUTLET STRUCTURE
S
SA R E A
ALBERT J. SCHNEIDER
G R A V E L
N/F
E 190,217.86E 189,297.31 80LIONEL R. GELINAS
N 177,041.65 N 176,650.26
10' SIDE YARDSTATIONN/F HYD.RECYCLING 1928.72' (TOTAL)WG
METAL E
283.00'FF82.30'F EXISTING 626.81'373.49'S
10' SIDE YARDGasE10' SIDE YARDEGInv. 73.16
SFL 71.01S Rim 80.16
Rim 78.54 SMH #2 EXISTING EDGE OF PAVEMENTSMH #1 EG808"PVC S C A L E
GATE S EG100.86'81
488.00'EGP A V E M E N T12.00'2" WATER SERVICE60 L.F.~ 8"CIPSan. Lat.B I T U M I N O U S3
5'
BUILDING LI
NE@ 1.80%EG82
40.00'15.00'EG114.00'
75.00'6" U.D.8"PVC
TF:79.06ESG78 L.F.INV:77.46Fl 75.19
DETENTION BASIN
TRENCH DRAIN
EXISTING GT
140.15'
RELIABLE REFUSE BUILDING 105.00'PadW
ALLConc.25' REAR YARD50.00'CONCRETE 82
40.00'EXIST.100.05'2.33 ac.
Fin. Floor 83.06146.26'101,667 sq. ft.100.08'C E N T E R
LOT 12
0.00'165.00'R E N E W A L
S (247.13' TOTAL)R E S O U R C E 5.29 ac.
APRON 230,694 sq. ft.
CONCRETE1
81.04'(PARCEL 1)35'
BUILDING LINE80Gate
LOT 2METAL SHED
(TYP.)62.87'EXISTING
TREE LINE
140.18'
10' SIDE YARD
283.00'157.93'377.02'399.50'
(2289.82' TOTAL)F182.63'F
934.45' (TOTAL)
16.37'F F 16.03'
JOSEPH W. VIBERT, JR.
80N/FLIMITED PARTNERSHIP
LIEBERT FAMILY
N/F
73.66
27123
EVERSOURCE
M
0
SCALE: 1"= 100'
100 100 200
Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
MJP
KRG
MMZ
REVISIONS
8/12/25
SCALE: 1"= 100'
600 NUTMEG ROAD NORTH
PREPARED FOR
USA HAULING & RECYCLING
CNG FUELING STATION
OVERALL MAP
SHEET NO.OF1 4
Environmental Consulting Construction Management
7/8/25
SOUTH WINDSOR, CT
4481.159
J:\4481\159\Design\PLOT_Site Plan_Clean Energy.dgn
www.bartonandloguidice.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
855 Winding Brook Drive
570 NUTMEG ROAD
PROPERTIES, LLC
MR SOUTH WINDSOR
N/F
600 NUTMEG ROAD
PROPERTIES, LLC
MR SOUTH WINDSOR
N/F
580 NUTMEG ROAD
LRG, LLC
N/F
602 NUTMEG ROAD
PROPERTIES, LLC
MR SOUTH WINDSOR
N/F
612 NUTMEG ROAD
PROPERTIES, LLC
MR SOUTH WINDSOR
N/F
636 NUTMEG ROAD
NORTH NUTMEG ASSOCIATES, LLC.
N/F
652 NUTMEG ROAD
ANNE-KAY CORPORATION
N/F
614 NUTMEG ROAD
VIRBERT JOHNSON EDITH ARLINE
N/F
564 NUTMEG ROAD
THE JE SHEPARD COMPANY
N/F
540 NUTMEG ROAD
PROPERTIES, LLC
MR SOUTH WINDSOR
N/F
550 FOSTER ROAD
THE JE SHEPARD COMPANY
N/F
585 NUTMEG ROAD
SJD PROPERTY MANAGEMENT, LLC
N/F
571 NUTMEG ROAD
MJJ REALTY, LLC
N/F
595 NUTMEG ROAD
NUTMEG ROAD NORTH 595, LLC
N/F
591 NUTMEG ROAD
NUTMEG ROAD NORTH 591, LLC
N/F
625 NUTMEG ROAD
SPIRIT MASTER FUNDING X, LLC
N/F
239 FOSTER ROAD
FOSTER ROAD ASSOCIATES, LLC.
N/F
560 NUTMEG ROAD
560 NUTMEG ROAD NORTH, LLC
N/F
555 NUTMEG ROAD
LIMITED PARTNERSHIP
555 NUTMEG OWNER
N/F
PROPOSED ENTRANCE AND PARKING IMPROVEMENTS
UNDERGROUND STORMWATER STORAGE UNITS
PROPOSED CONVERSION OF STORMWATER POND WITH
FUELING STATION
PROPOSED CNG
604 NUTMEG ROAD
PROPERTIES, LLC
MR SOUTH WINDSOR
N/F
INDUSTRIAL ZONERURAL RESIDENTIAL ZONE500' PROPERTY DRIVEWAY CUTS (TYP.)
APPROXIMATE LOCATION OF ABUTTING NUTMEG
ROAD
NORTH
+
+
+++
+++
++
++
+
+
+
+
+
+
+
++
+
+
+
+
+
+
5WF
4WF
3WF
2WF
1WF
9WF
10WF
10WF
11WF
5WF
6WF
23WF
22WF
21WF20WF
19WF
18WF
17WF
16WF
15WF
14WF
13WF
12WF
1XWF
2XWF
3XWF
4XWF
5XWF
19WF
6XWF
7XWF
9XWF8XWF
15XWF
14XWF
13XWF
12XWF
10XWF
19XWF
18XWF17XWF
16XWF
20XWF20X-1WF
20X-2WF20X-3WF
20X-4WF
20X-6WF 20X-7WF
20X-8WF
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
MARCEL O. BIZIER
JORDAN & ELAINE PERLROTH
ALBERT J. SCHNEIDER
N/F
EXISTING EDGE OF BIT. PAVING
1000.00' (TOTAL)S
EXISTING BIT. CONC. CURBING
309.55'S F
T ELECTRICAL TRANSFORMER PAD
10' SIDE YARD
EXISTING LIGHT POLE50.43'IN PLACE.
8" MIN. COMPACTED
EXISTING UTILITY POLE
GRAVEL AREA (TYP.)
EXISTING SPOT GRADE
10' SIDE YARD
AREA
373.19'EXISTING WATER MAIN AND HYDRANT
GRAVEL
S S
EXISTING SANITARY MANHOLE AND PIPE
S
EXISTING CATCH BASIN AND PIPE
MONUMENT TO BE SET
S
EXISTING MONUMENT
F
EXISTING IRON PIN
F
IRON PIN TO BE SET
S
BASIN LEGEND
DETENTION 348.40'
(TOTAL)WETLANDAREA
INLAND
GRAVEL
290.34'297.97'5.39 ac.
235,171 sq. ft.TREELINE
LOT 310' SIDE YARDPAD
CONCRETE
2.05 ac.
89,697 sq. ft.1" DIA. STONE.
STRIP OF CRUSHED 25'
REAR YARDTYPICAL 10' WIDE
AREA CONSERVATION
GRAVEL
INV:73.78
(SEE DETAIL)
OUTLET STRUCTURE
S
SA R E A
ALBERT J. SCHNEIDER
G R A V E L
N/F
E 190,217.86E 189,297.31 LIONEL R. GELINAS
N 177,041.65 N 176,650.26
10' SIDE YARDSTATIONN/F HYD.RECYCLING 1928.72' (TOTAL)WG
METAL E
283.00'FF82.30'F EXISTING 626.81'373.49'S
10' SIDE YARDGasE10' SIDE YARDEGInv. 73.16
SFL 71.01S Rim 80.16
Rim 78.54 SMH #2 EXISTING EDGE OF PAVEMENTSMH #1 EG8"PVC S C A L E
GATE S EG100.86'488.00'EGP A V E M E N T12.00'2" WATER SERVICE60 L.F.~ 8"CIPSan. Lat.B I T U M I N O U S3
5'
BUILDING LINE@ 1.80%EG40.00'15.00'EG114.00'
75.00'6" U.D.8"PVC
TF:79.06EGS
78 L.F.INV:77.46Fl 75.19
DETENTION BASIN
TRENCH DRAIN
EXISTING GT
140.15'
RELIABLE REFUSE BUILDING 105.00'PadW
ALLConc.25' REAR YARD50.00'CONCRETE
40.00'
EXIST.100.05'2.33 ac.
Fin. Floor 83.06146.26'101,667 sq. ft.100.08'C E N T E R
LOT 12
0.00'165.00'
R E N E W A L
S (247.13' TOTAL)R E S O U R C E 5.29 ac.
APRON 230,694 sq. ft.
CONCRETE
181.04'(PARCEL 1)35'
BUILDING LINEGate
LOT 2METAL SHED
(TYP.)62.87'EXISTING
TREE LINE
140.18'
10' SIDE YARD
283.00'157.93'377.02'399.50'
(2289.82' TOTAL)F182.63'F
934.45' (TOTAL)
16.37'
F F 16.03'
JOSEPH W. VIBERT, JR.
N/FLIMITED PARTNERSHIP
LIEBERT FAMILY
N/F
CONCRETE
BITUMINOUS
BUILDING
STORAGE
W GINV. = 72.72
15" R.C.P.
INV. = 72.75
15" R.C.P.
INV. = 72.86
24" R.C.P.
INV. = 71.97
18" R.C.P.
74
INV. = 73.88
8" PVC
76
T.F. = 76.20
C.B. TYPE 'CL'
GATE
(TYP)
BOLLARD
FENCE
CHAINLINK
T.F. = 77.82
C.B. TYPE 'CL'
7878
BIT CURB
GATE80 T.F. = 81.45
SANITARY M.H.
T.F. = 81.46
SANITARY M.H.
73.66
+
76.50
+
76.50
78.25
+
78.75
78.75 +
79.25
+
+/- 74.4 7677.20
+
+
+/- 74.5
+
+/- 75.5
27123
EVERSOURCE
76.80
+
+
78.30 79.00
+
78.10
+
77.00 +
78.80+
77.90
+
78.90
+
78
79
77
M
OF EXISTING GAS LINE
APPROX. LOCATION
0
SCALE: 1"= 40'
40 40 80
ZONING COMPLIANCE TABLE PARKING COMPLIANCE TABLE
BIT DRIVE
Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
MJP
KRG
MMZ
REVISIONS
8/12/25
SCALE: 1"= 40'
600 NUTMEG ROAD NORTH
PREPARED FOR
USA HAULING & RECYCLING
CNG FUELING STATION
SITE PLAN
SHEET NO.OF2 4
Environmental Consulting Construction Management
7/8/25
SOUTH WINDSOR, CT
4481.159
J:\4481\159\Design\PLOT_Site Plan_Clean Energy.dgn
www.bartonandloguidice.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
855 Winding Brook Drive
602 NUTMEG ROAD
PROPERTIES, LLC
MR SOUTH WINDSOR
N/F
600 NUTMEG ROAD
PROPERTIES, LLC
MR SOUTH WINDSOR
N/F
580 NUTMEG ROAD
LRG, LLC
N/F
MAP REFERENCE:NUTMEG ROAD NORTHELECTRICAL TRANSFORMER
COMPOUND
STATION EQUIPMENT
NATURAL GAS FUELING
MOTORWAY SERVICE AREA
570 NUTMEG ROAD
PROPERTIES, LLC
MR SOUTH WINDSOR
N/F
32 SPACES PROVIDED
FUELING/PARKING AREA.
APPROXIMATE LIMIT OF PROPOSED
9 SPACES PROVIDED
FUELING/PARKING AREA.
APPROXIMATE LIMIT OF PROPOSED
REGULATED ACTIVITIES
INLET PROTECTION (TYP.)
6/3/1996 PREPARED BY DESIGN PROFESSIONALS, INC.
SURVEY, 602 NUTMEG ROAD NORTH, SOUTH WINDSOR, CONNECTICUT" DATED
SURVEY FOR 570, 600 AND 602 NUTMEG STREET NORTH, PLAN ENTITLED "PROPERTY 2.
WETLAND SCIENTIST, REGISTERED SOIL SCIENTIST OF DAVISON ENVIRONMENTAL.
WETLAND DELINEATION PERFORMED ON JANUARY 18, 2025 BY ERIC DAVISON, 1.
10"ø INV.= 72.5
TF= 76.0+/-
NEW YARD DRAIN
8"ø INVERTS = 72.3
15"ø INVERT = 72.0
WITH 8"ø TEE OUTLET PIPES.
15"ø SLOTTED HDPE PIPE @ 0.0%
17'- 15"ø HDPE@ 1.2%
65 L.F.- 10"ø HDPE @ 0.77%
FROM EAST TO 24"ø PIPE.
TIE EXIST. 8" PVC PIPE
8"ø INVERTS= 74.1
24"ø INVERT= 73.4
WITH 8"ø TEE INLET PIPES.
24"ø SLOTTED HDPE @ 0.0%
46'- 18"ø HDPE PIPE @ 0.5%
PIPE @ 0.5%
65'- 15"ø HDPE
START NEW BCLC
NEW GRASS ISLAND ALONG SCALE
START BITUMINOUS CURBING
WITHIN LIMITS OF IMPROVEMENTS
REMOVE EXISTING CURBING
GRADE TO DRAIN (TYP.)
PRIOR TO THE START OF CONSTRUCTION
PROPOSED ELEVATIONS TO BE FIELD VERIFIED
TIE EX. ROOF LEADER TO CB
REMOVE EX. 15"ø PIPE
NEW 15"ø INV=72.9
EX TF= 76.20
EXIST. CB (TO REMAIN)
END BITUMINOUS CURBING
CURBING
END BITUMINOUS
LIMIT OF CLEARING (TYP.)
SOUTH = +/-830
NORTH = +/-710
SIGHT LINE
570 NUTMEG ROAD 600 NUTMEG ROAD 602 NUTMEG ROAD
100' U.R.A.100' U.R.A.
100' U.R.A.
REMOVED.
STRUCTURE TO BE
EXISTING OUTLET
PROPOSEDEXISTING
ZONING DISTRICT: I (INDUSTRIAL ZONE)
ZONING COMPLIANCE BASED UPON ARTICLE VI OF THE ZONING REGULATION
MAX. BUILDING HEIGHT:
MAX. LOT COVERAGE:
MAX. IMPERVIOUS COVERAGE:
MAX. STORIES
MIN. SIDE YARD:
MIN. REAR YARD:
MIN. FRONT YARD:
MIN. DEPTH:
MIN. LOT FRONTAGE:
MIN. LOT SIZE:
40 FT
50%
65%
2 STORIES
10 FT
25 FT
35 FT
150 FT
100 FT
30,000 SF
I DISTRICT REQUIREMENTS EXISTING EXISTING PROPOSED
ALONG EXISTING BASIN
INSTALL SILT FENCE/HAYBALES
INSTALL HAYBALE BARRIER
-SEE DETAIL
OF STOCKPILE AREA
APPROXIMATE LOCATION
872 S.F., 0.02 AC.748 S.F., 0.017 AC.
TOTAL DISTURBANCE
1,620 S.F., 0.037 AC.
ALONG CONSERVATION AREA
INSTALL SILT FENCE/HAYBALES
UPLAND REVIEW DISTURBANCES
WETLAND DISTURBANCES
WETLAND SIZE
LOCATION
32,548 S.F., 0.75 AC., 13.8%0.0 S.F., 0.0 AC., 0.0%
0.0 S.F., 0.0 AC., 0.0%0.0 S.F., 0.0 AC., 0.0%
0.0 S.F., 0.0 AC., 0.0%0.0 S.F., 0.0 AC., 0.0%
0.0 S.F., 0.0 AC., 0.0%0.0 S.F., 0.0 AC., 0.0%
0.0 S.F., 0.0 AC.,
STORMWATER TREATMENT NOTE:
PROCEDURES.
RECOMMENDED MAINTENANCE. SUGGESTED INSPECTION INTERVALS & CLEANING
(6) MONTHS OR PER THE MANUFACTURER'S RECOMMENDATION. INCLUDE MANUFACTURERS
THE SYSTEM MUST BE INSPECTED AND CLEANED TO THE SHORTER OF A MINIMUM OF SIX 7.
OF THE SYSTEM.
AND OTHER DESIGN ELEMENTS THAT CORRESPOND TO THE HYDRAULIC CHARACTERISTICS
PROPOSED SIZE AND ELEVATION OF CRITICAL WEIR, ORIFICE, PIPE INVERT ELEVATIONS, 6.
ORIENTATION OF THE SYSTEM IN PLAN VIEW WITH RESPECT TO THE APPROVED SITE PLAN.5.
CRITICAL LOCATIONS.
EVENT IN THE FIRST STRUCTURE LOCATED UPSTREAM OF THE SYSTEM AND ANY OTHER
CALCULATIONS OF THE HYDRAULIC GRADE LINE ELEVATIONS FOR THE DESIGN STORM 4.
FLOW.
ANNUAL TOTAL SUSPENDED SOLIDS WILL BE REMOVED FROM THE WATER QUALITY
CALCULATIONS OR DOCUMENTATION VERIFYING THAT 80% (MIN.) OF THE AVERAGE 3.
EXCEED THE DESIGN STORM FLOW.
"CONVEYED" FLOW FOR THE SPECIFIED SYSTEM AND MODEL, WHICH MUST EQUAL OF 2.
EXCEED THE WATER QUALITY FLOW.
"TREATED" FLOW FOR THE SPECIFIED SYSTEM AND MODEL, WHICH MUST EQUAL OR1.
FABRICATION. SHOP DRAWING SUBMITTAL'S MUST INCLUDE:
PROPOSED SYSTEM MUST BE REVIEWED AND APPROVED BY THE DESIGN ENGINEER PRIOR TO
MONTHS OR PER THE MANUFACTURERS' RECOMMENDATION. SHOP DRAWINGS OF THE
THE SYSTEM MUST BE INSPECTED AND CLEANED TO THE SHORTER OF A MINIMUM OF SIX (6)
OF THE 10-YEAR PEAK DESIGN STORM FLOW.
OF THE TOTAL SUSPENDED SOLIDS FROM THE WATER QUALITY FLOW & WITH INTERNAL BYPASS
THE STORMWATER TREATMENT SYSTEMS MUST BE DESIGNED TO REMOVE A MINIMUM OF 80%
CATCH BASINS
HYDRODYNAMIC SEPARATORS
~CHECK OUTLET PIPES FOR BLOCKAGE AND ANY SEDIMENT, CLEAR AS REQUIRED.
~CHECK FRAMES AND COVERS FOR DAMAGE AND REPAIR AS REQUIRED;
~REMOVE SEDIMENT BEFORE DEPTH REACHES THE MAXIMUM SEDIMENT DEPTH
~CHECK OUTLET PIPES FOR BLOCKAGE AND CLEAR AS REQUIRED.
~CHECK FRAMES AND GRATES FOR DAMAGE AND REPAIR AS REQUIRED;
~REMOVE SEDIMENT WHEN DEPTH OF ACCUMULATED SEDIMENT EXCEEDS 12";
STORAGE SYSTEM:
STRUCTURES IS ESSENTIAL FOR THE CONTINUED OPERATION OF THE UNDERGROUND
TWICE ANNUALLY. CLEANING SEDIMENT AND DEBRIS FROM THE PRE-TREATMENT
THE EXISTING CATCH BASINS AND NEW TREATMENT STRUCTURES WILL BE INSPECTED
OPERATION & MAINTENANCE
STORMWATER
SEQUENCE OF CONSTRUCTION
ANTICIPATED
ESTIMATED CONSTRUCTION SCHEDULE
1.
SEE SEQUENCE OF CONSTRUCTION FOR FURTHER DETAILS AND CLARIFICATION.2.
ON WEATHER CONDITIONS. CONSTRUCTION WILL BE COMPLETED BY THE END OF DECEMBER.
OF SEPTEMBER AND THE PROJECT IS EXPECTED TO LAST 8-12 WEEKS, DEPENDING
AN ESTIMATED START DATE FOR THE PROJECT IS SCHEDULED FOR THE END
CURBING
START BITUMINOUS
PROJECT ENGINEER.
A LOCATION SELECTED BY TOWN STAFF AND THE
LOCATED AT THE EDGE OF THE EXISTING PAVEMENT AT
TO FURTHER REDUCE MATERIAL TRACKING IT SHALL BE
CONSTRUCTION ACCESS/TRACKING PAD IS REQUIRED
OPERATIONS AND MAINTENANCE (O&M) PLAN. IF A
BE PERFORMED AS PART OF THE FACILITY'S CURRENT
DEBRIS REMOVAL GENERATED BY THIS PROJECT SHALL
FOR ALL CONSTRUCTION ACCESS. DUST CONTROL AND
THE SITE'S EXISTING PAVED DRIVEWAY SHALL BE USED
REMOVE EROSION & SEDIMENTATION CONTROLS ONCE VEGETATION IS ESTABLISHED.14.
FUELING STATION PLANS.
INSTALL FUELING STATION EQUIPMENT AS SHOWN ON CLEAN ENERGY'S CNG13.
INSTALL FOUNDATIONS FOR FUELING STATION EQUIPMENT.12.
INSTALL ELECTRICAL AND GAS LINES WITHIN EASEMENTS.11.
COMPLETE CONSTRUCTION & RESTORATION.10.
DRAINAGE STRUCTURES.
INSTALL THE SLOTTED HDPE INLET AND OUTLET HEADER PIPES AND CONNECT TO9.
COMPLETE INSTALLATION OF THE UNDERGROUND STORAGE SYSTEM.
INSTALL NON-WOVEN SEPARATION GEOTEXTILE ON PREPARED SUBGRADE AND 8.
INSTALLATION OF THE UNDERGROUND STORAGE SYSTEM.
EXCAVATE & REPLACE UNSUITABLE MATERIALS PRIOR TO STARTING THE7.
AND PLACE INTO STORAGE CONTAINERS TO BE REMOVED OFF-SITE.
EXCAVATE EXISTING MATERIAL ON THE BOTTOM OF THE STORMWATER BASIN 6.
OUTLET STRUCTURE TO REMOVE THE STANDING WATER IN THE BASIN.
INSTALL PUMP(S) IN THE EXISTING BASIN & DISCHARGE PIPING TO THE EXISTING5.
FLOW INTO THE EXISTING BASIN OUTLET STRUCTURE.
TO BE USED DURING CONSTRUCTION AS NEEDED TO MAINTAIN TEMPORARY
INSTALL A PUMP IN EACH TREATMENT STRUCTURE WITH DISCHARGE PIPING4.
DISCHARGE EXISTING STORM DRAINAGE TO THE TREATMENT STRUCTURES.
INSTALL NEW STORMWATER TREATMENT STRUCTURES AND NEW PIPING TO 3.
DRAINAGE INSTALLATION.
SAWCUT & REMOVE PAVEMENT AS REQUIRED TO COMPLETE NEW STORM2.
OR AS ORDERED BY THE ENGINEER.
INSTALL EROSION CONTROL MEASURES AT LOCATIONS INDICATED ON PLANS1.16'62.90'159'
74'
190.94'
GRANTOR
MR SOUTH WINDSOR PROPERTIES, LLC.
MR SOUTH WINDSOR PROPERTIES, LLC.
EVERSOURCE ENERGY
EVERSOURCE ENERGY
EASEMENTS
GRANTEE TYPE OF EASEMENT
ELECTRICAL
GAS
DATE FILED
PENDING
PENDING
VOL/PG
7/8/25
7/8/25
- 4.5 SPACES PER 1,000 SF. OF GFA
- BUSINESS OFFICE < 50,000 SF. OF GFA
MINIMUM REQUIRED PARKING SPACES
FOR THE LARGEST SHIFT, WHICHEVER IS GREATER
EMPLOYEES 3
2- 1 SPACE PER 700 SF. OF GFA OR 1 SPACE PER
- COMMERCIAL AND INDUSTRIAL
PARKING AND ACESS - OFF STREET PARKING AND LOADING (TABLE 6.4.3B)
ZONING COMPLIANCE BASED UPON SECTION 6.4
< 40 FT
21.3%
65.2%
< 2 STORIES
62.9 FT
> 25 FT
159 FT
> 150 FT
146.26 FT
101,667 SF
PROPOSED GAS SERVICE
FOR MORE DETAILS
- SEE CLEAN ENERGY PLANS
PROPOSED GAS PUMPS (TYP.)
PROPOSED ELECTRICAL SERVICE
NO CHANGE
NO CHANGE
57.4%
NO CHANGE
NO CHANGE
NO CHANGE
NO CHANGE
NO CHANGE
NO CHANGE
NO CHANGE
DO NOT ENTER SIGN
PROPOSED STOP AND DO NOT ENTER SIGN
DRIVEWAY (OUTBOUND ONLY)
PROPOSED 16' WIDE BITUMINOUS CONCRETE
42 SPACES PROVIDED (2 HANDICAPED)
TOTAL = 9 + 31 = 40 SPACES REQUIRED
= 31 SPACES3
2= 46 EMPLOYEES = 46x
EX. GARAGE - 46 DRIVERS
NUMBER OF EMPLOYEES =
OR
TOTAL = 32 SPACES
15,600/700 = 22.3 = 23 SPACES
EX. GARAGE = 15,600 S.F.
2000 /1000 = 2 x 4.5 = 9 SPACES
EX. OFFICE BUILDING = 2,000 S.F.
49 EXISTING SPACES
600 NUTMEG ROAD
32 TRUCK SPACES PROVIDED 43 SPACES PROVIDED (2 HANDICAPED)
TOTAL = 20 SPACES REQUIRED
= 6.7 = 7 SPACES 3
2= 60 x
10 IN TRANSFER STATION
NUMBER OF EMPLOYEES =
OR
14,000 /700 = 20 SPACES
EX. TRANSFER STATION = 14,000 S.F.
43 EXISTING SPACES
602 NUTMEG ROAD
32 EXISTING TRUCK SPACES
570 NUTMEG ROAD 100' U.R.A.
(LOT 3)
570 NUTMEG ROAD
(LOT 1)
600 NUTMEG ROAD
(LOT 2)
602 NUTMEG ROAD
N/A
N/A
10.9%
N/A
N/A
N/A
N/A
> 150 FT
50.43 FT
235,171 SF
< 40 FT
6.1%
46%
< 2 STORIES
+/-16 FT
> 25 FT
> 35 FT
> 150 FT
100.86 FT
230,694 SF
NO CHANGE
NO CHANGE
11.2%
NO CHANGE
>10 FT *
NO CHANGE
NO CHANGE
NO CHANGE
NO CHANGE
NO CHANGE16'10'8"ø INVERTS OUT= 72.5+/-
8"ø INVERTS IN= 74.0/73.7
TOP OF STONE = 75.63
TOP OF AQUABOX = 75.13
BOTTOM OF AQUABOX = 72.50
BOTTOM OF STONE = 72.0
EACH OF AQUABOX WITH STONE.
TO UNDERGROUND STORAGE: 40 ROWS OF 60 UNITS
EXISTING STORMWATER BASIN TO BE CONVERTED
TF= 78.5+/-
(SEE DETAIL)
NEW OUTLET STRUCTURE
PROPERTIES, LLC., FILE # E25128" AT A SCALE OF 1"=50', DATED 4/17/2025, REVISED THROUGH 8/11/2025.
CONNECTICUT LIGHT & POWER COMPANY D/B/A EVERSOURCE ENERGY ACROSS THE PROPERTY OF MR SOUTH WINDSOR
DATED 4/17/2025, REVISED THROUGH 8/11/2025 AND "EASEMENT MAP, DEPICTING EASEMENT AREA TO BE GRANTED TO THE
EVERSOURCE ENERGY ACROSS THE PROPERTY OF MR SOUTH WINDSOR PROPERTIES, LLC., FILE # E25128" AT A SCALE OF 1"=50',
- SEE MAPS TITLED "EASEMENT MAP, DEPICTING EASEMENT AREA TO BE GRANTED TO YANKEE GAS SERVICES COMPANY D/B/A
OUTLET.
DISCHARGE TO THE EXISTING POND
FOR DEWATERING EXISTING POND WITH
APPROXIMATE AREA FOR FILTER BAG(S)
PAVEMENT
SAWCUT & REMOVE EXISTING
END NEW BCLC AT EX. CB
EXISTING PAVEMENT
OF EXISTING STORMWATER BASIN, MATCH
INSTALL BITUMINOUS CONCRETE IN AREA
SAWCUT & REMOVE EXISTING CURB (TYP.)
REMOVE 18"ø IN & 24"ø OUT
EX 15"ø IN TO REMAIN)
NEW 15"ø OUT= 74+/- (MATCH
TF= 77.6+/-
EXIST. CB
LEADER & 15"ø PIPE.
REMOVE EXISTING SE ROOF
EX. NE ROOF LEADER TO REMAIN
NEW 15"ø INV IN & OUT=72.55
EX TF= 77.82
EXIST. CB (TO REMAIN)
FROM SE TO 18" ø PIPE.
TIE EXISTING ROOF LEADER
8"ø INVERTS= 73.75
18"ø INVERT= 72.3
WITH 8"ø TEE INLET PIPES.
18"ø SLOTTED HDPE @ 0.0%
24"ø INV. OUT (N)= 73.4
EX. 18"ø INV. IN (E)= 73.8+/-
15"ø INV. IN (W)= 73.8
TF= 78+/-
Q10= 10.5 CFS.
WQV= 2.7 CFS AND 10 YEAR STORM BYPASS
CONTECH CDS OR EQUIVALENT SIZED FOR
NEW HYDRODYNAMIC SEPARATOR STRUCTURE #2
18"ø INV. OUT (S)= 72.3
15"ø INV. IN (W)= 72.3
TF= 80+/-
Q10= 5.8 CFS.
WQV= 1.5 CFS AND 10 YEAR STORM BYPASS
CONTECH CDS OR EQUIVALENT SIZED FOR
NEW HYDRODYNAMIC SEPARATOR STRUCTURE #1
LOTS 1 & 2 COMBINED **
PROPOSED 600/602 NUTMEG ROAD
(**) AS PART OF THE PLANNING AND ZONING APPROVAL REQUIREMENTS LOT 600 AND 602 WILL BE MERGED INTO A SINGLE LOT
NOTE: (*) NO PROPOSED BUILDING, SET BACK IS TO CONCRETE PADS/EQUIPMENT
FOR MORE DETAILS
- SEE CLEAN ENERGY PLANS
PROPOSED NATURAL GAS PUMPS (TYP.)
ELECTRICAL SERVICE LINES.
PROPOSED EASEMENT FOR UNDERGROUND
HOURS OF OBSERVED FAILURE.
REPAIR OR REPLACE WITHIN 244.
EROSION CONTROL NOTES.
IS HALF FULL AND DEPOSIT PER
REMOVE SEDIMENT WHEN BAG3.
NOTES OR AS DIRECTED.
CONTROLINSPECT PER EROSION2.
SPECIFICATIONS.
INSTALL PER MANUFACTURER1.
NOTES:
WELL VEGETATED, GRASSY AREA
NOT TO SCALE
REQUIRED
TACK COAT AS
(COMPACTED)
8" PROCESSED GRAVEL
COMPACTED SUBGRADE
BITUMINOUS PAVEMENT SECTION
4" HMA S0.5 IN TWO EQUAL LIFTS
BITUMINOUS PAVEMENT
NOT TO SCALE
DRIVEWAY APRON DETAIL
DO NOT
ENTER
NOT TO SCALE
6.25 30 31-1119
POSTS
1
.080
SQ. FT.
AREA
(INCHES)
SIZE
D.O.T. #
CONN.
THK.
ALUM.
SIGN FACE - RED
LEGEND - SILVER
BACKGROUND - SILVER
(R5-1) DO NOT ENTER SIGN
NOT TO SCALE
PAVEMENT
21 48°1'-0"
9"3"1"6"CURB (BCLC)
BITUMINOUS CONCRETE
SECTION
CURBING SHALL BE MACHINE EXTRUDED.2.
PRIOR TO PLACING CURB.
AND AN APPROVED TACK COAT SHALL BE APPLIED JUST
SURFACE ON WHICH CURBING IS PLACED SHALL BE CLEAN1.
CURB NOTES:
SUBGRADE ELEVATION
LIMITS OF
IN 12" (MAX.) LAYERS
MATERIAL COMPACTED
APPROVED NATIVE
GRANULAR FILL OR
0.25 O.D. MATERIAL
BEDDING
PIPE DIA.PLACED BY HANDPIPE O.D.12"VARIES12" IN ROCK
4" IN EARTH
NOTES:
NOT TO SCALE
OF ELLIPTICAL PIPE
OR HORIZ. SPAN
& BACKFILL
TRENCH EXCAVATION
TRENCHING & BACKFILLING
USE WATERTIGHT RUBBER GASKETS IN ALL PIPE JOINTS.2.
ALL PIPE TO BE HDPE UNLESS OTHERWISE SPECIFIED.1.
I.D. + 2' (PIPE UNDER 30")
ELLIPTICAL PIPE
OVER & FOR HORIZ.
I.D. + 3' FOR PIPE 30" &
NOT TO SCALE
WIDTH OF EXCAVATION
ANGULAR STONE
3/4" - 2" WASHED, CRUSHED
42"
NOTE: SEE PLANS FOR INVERTS AND PIPE SIZE.
INLET/OUTLET PIPE HEADER DETAIL
Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
MJP
KRG
MMZ
REVISIONS
8/12/25
SCALE: 1"= 40'
600 NUTMEG ROAD NORTH
PREPARED FOR
USA HAULING & RECYCLING
CNG FUELING STATION
DETAILS AND NOTES
SHEET NO.OF3 4
Environmental Consulting Construction Management
7/8/25
SOUTH WINDSOR, CT
4481.159
J:\4481\159\Design\PLOT_Site Plan_Clean Energy.dgn
www.bartonandloguidice.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
855 Winding Brook Drive
NOT TO SCALE
INLET SEDIMENT CONTROL DEVICE
NOT TO SCALE
EMBANKMENT SLOPETOE OF SLOPEFLOW
OF SLOPETOE DEPTH OF 4"
BURY TO A
SIDE SLOPE
VARIES
BOTTOM OF SWALE SIDE SLOPE
VARIES
FLOWSWALECL
VARIESAS DIRECTED(100' MAX.)FLOWBALES BUTTED TOGETHER
BOTTOM OF
DRAINAGE WAY
A POINT A SHALL BE
HIGHER THAN POINT B
A
B
-
+10'
-
+10'
BALED HAY OR STRAW
TOGETHER
BALES BUTTED
BARRIER
CREATE A CONTINUOUS
BETWEEN BALES TO
WEDGE LOOSE STRAW
(2 STAKES PER BALE)
OR REBAR EACH BALE
2"x2"x3' LONG STAKES
WIRE OR TWINE
DIRECTION OF BINDING
EXISTING GRADE BACKFILL
COMPACTED
BARRIER
CREATE A CONTINUOUS
BETWEEN BALES TO
WEDGE LOOSE STRAW
OR STRAW
BALED HAY
WIRE OR TWINE
DIRECTION OF BINDING
OR REBARS EACH BALE
2"x2"x3' LONG STAKES
GRADE
EXISTING
SECTION AT TOE OF SLOPE
PLAN
PLAN
SECTION AT SWALE
B
HAY BALES
NOT TO SCALE
FLOW
3'-0" MIN.NOTES:
OR POLYETHYLENE FILAMENTS AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER.
SILT FENCE FABRIC SHALL BE A PERVIOUS SHEET OF WOVEN PROPYLENE, NYLON, POLYESTER3.
POSTS (0.5 # STEEL/L.F.). THE MINIMUM POST LENGTH SHALL BE 5'-0".
SILT FENCE SUBJECT TO HEAVY LOADS SHALL BE REINFORCED WITH FARM FENCING & STEEL 2.
INSTALL SILT FENCE & WOOD STAKES AS RECOMMENDED BY MANUFACTURER.1. 100 2'-6" MIN.12" MIN. 6" MIN.10'-0" MAX.
SILT FENCE
ELEVATION SECTION
GRADE
FINISH
FENCE (SEE NOTE 2)
ATTACHED TO WIRE
SILT FENCE FABRIC
SELF-SUPPORTING
(MIN. LENGTH: 3' - 6')
1" x 2" WOOD STAKE
GROUND
FABRIC BELOW
EXTEND 6" OF
BACKFILL
RECOMPACTED
GRADE
FINISH
2 MAX
3RUN-OFF FLOW
DIRECTION (TYP.)
NOT TO SCALE
SOIL STOCKPILE DETAIL
PER EROSION & SEDIMENTATION PLAN
PLACEMENT OF MATERIAL STOCKPILE
NOT TO SCALE
TURFGRASS SEED MIX
FINISH GRADE (SEE GRADING PLAN)
(SEE GRADING PLAN)
PREPARED SUBGRADE
4" TOPSOIL (4" THICKNESS)
SUBGRADE
EXISTING
TURF ESTABLISHMENT
NOT TO SCALE
PLAN VIEW
ELEVATION VIEW
FILTER BAG
FILTER BAG
PUMP WATER FILTER BAG
PROBLEM IS CORRECTED.
FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE 6.
INTAKES SHOULD BE FLOATING AND SCREENED.
THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP 2
1THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 5.
THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFED BY THE MANUFACTURER AND SECURELY CLAMPED.4.
PLACED ON SLOPES GREATER THAN 5%.
ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTITLE FLOW PATH SHALL BE PROVIDED. BAGS SHALL NOT BE
" STONE TO BE INSTALLED UNDER BAGS. TO BE DISCHARGED 4
3BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, IF NOT 4" LAYER OF 3.
FULL. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED.2
1REPLACED WHEN THEY BECOME
A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES MUST BE PROVIDED. FILTER BAGS SHALL BE 2.
THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS.
FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. 1.
PUMPED WATER FILTER BAGS: NOTES
(POA PRATENSIS)
KENTUCKY BLUE GRASS
(ELYMUS CANADENSIS)
CANADA WILDRYE
(SORGHASTRUM NUTANS)
INDIAN GRASS
(CHAMAECRISTA FASCICULATA)
PARTRIDGE PEA
RUBRA L. SSP. RUBRA)
RED FESCUE (FESTUCA
(AGROSTIS CANINA)
VELVET BENTGRASS,
SPECIES
10
5
15
10
35
25
(POUNDS)
BY WEIGHT
PROPORTION
95
95
95
95
97
96
(PERCENT)
PURITY
MINIMUM
90
90
90
90
80
85
(PERCENT)
GERMINATION
MINIMUM
EROSION & SEDIMENTATION CONTROL PLAN:
EROSION & SEDIMENTATION CONTROL NOTES:
APPLIED AT A RATE OF 100 LBS. PER ACRE.
TEMPORARY GRASS SEEDING, IF NECESSARY, SHALL BE PERENNIAL RYE GRASS (LOLIUM PERENNE)13.
THE FOLLOWING GRASS SEED MIXTURES SHALL BE APPLIED AT A RATE NO LESS THAN 100 LBS. PER ACRE:11.
FALL: AUGUST 15 TO SEPTEMBER 15
SPRING: APRIL 15 TO JUNE 15
THE FOLLOWING DATES FOR SEEDING SHALL BE USED:10.
AREAS OUTSIDE OF PAVED AREAS, WALKS, AND BUILDINGS ARE TO RECEIVE A MINIMUM 4" OF TOPSOIL.9.
ESTABLISHMENT" SPECIFICATION IN CTDOT 819, AT THE COMPLETION OF PROJECT.
ALL DISTURBED AREAS ARE TO BE RAKED, SEEDED AND FERTILIZED PER "TURF8.
CONTROL DEVICES AS SHOWN ON THESE PLANS OR AS ORDERED BY THE ENGINEER.
THE CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING ALL EROSION AND SEDIMENTATION7.
OR TOWN.
CONSTRUCTION PERIOD IF DEEMED NECESSARY OR REQUIRED BY THE ENGINEER
ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED DURING THE6.
MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PLAN.
SEDIMENT REMOVED FROM ANY CONTROL STRUCTURES SHALL BE DISPOSED OF IN A5.
REPLACED OR INCREASED AS REQUIRED BY SPECIFIC FIELD CONDITIONS.
WITHIN 24-HOURS AFTER A RAIN EVENT OF AT LEAST A HALF-INCH, AND MAINTAINED,
ALL ON-SITE EROSION AND SEDIMENT CONTROLS ARE REQUIRED TO BE INSPECTED4.
BY THE ENGINEER OR TOWN.
CONTRACTOR DURING THE CONSTRUCTION PERIOD AS NECESSARY OR AS REQUIRED
ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED OR REPLACED BY THE3.
AND THE TOWN REGULATIONS.
GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL", DATED 2024, AS AMENDED
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT
ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN 2.
ON THE PLANS, OR AS DIRECTED BY THE TOWN PRIOR TO CONSTRUCTION.
EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED AS SHOWN1.
ACTIVITIES. ALL TEMPORARY STORMWATER DISCHARGE WILL BE DIRECTED TO THESE TRAPS.
TEMPORARY SEDIMENT TRAPS WILL BE INSTALLED AS NECESSARY DURING CONSTRUCTION4.
ALL DISTURBED AREAS HAVE BEEN STABILIZED, AS REQUIRED BY FIELD CONDITIONS.
DUST CONTROL MEASURES WILL BE APPLIED DURING THE CONSTRUCTION PERIOD UNTIL3.
OF SOIL.
AN EROSION CONTROL SYSTEM SHALL BE INSTALLED AROUND ALL ON-SITE STOCKPILES2.
NOTED OR AGREED UPON WITH TOWN STAFF.
SITE PRIOR TO THE START OF CONSTRUCTION ACTIVITIES, UNLESS OTHERWISE
ALL EROSION AND CONTROL MEASURES WILL BE INSTALLED AT THE PROJECT1.
DUMPING STRAPS
PORTS
OUTFLOW
OPTIONAL
CURB FILTER
LIFT STRAPS
STORM GRATE
CURB OPENING
SILT SACK
ENTIRE STONE ENVELOPE
WRAP FILTER FABRIC AROUND
3"4' MIN.HDPE PIPE
12" or 18" SLOTTEDVARIESPAVEMENT STRUCTURE
BACKFILL WITH TOPSOIL OR
8"ø TEE PIPE
STOCKPILE (TYP.)
OF MATERIAL
GRADIENT SIDE
PLACED ON DOWN
SYSTEM TO BE
EROSION CONTROL
INTAKE HOSE
CLAMPS
CLAMPS
DISCHARGE HOSE
DISCHARGE HOSE
PUMP
PUMP
WELL VEGETATED, GRASSY AREA
15' 10'INTAKE HOSE
STANDARD
PER HAY BALE BARRIER
EMBEDDED AND STALKED
HAY BALES OR STRAW
N.T.S.
PLAN VIEW B-B
FIBERGLASS SEPARATION
CYLINDER AND INLET
CENTER OF CDS STRUCTURE, SCREEN AND
SUMP OPENING
PVC HYDRAULIC SHEAR
PLATE
2'-0" [610](2'-0" [610])1'-9" [533](4'-6" [1372])N.T.S.
ELEVATION A-A
FIBERGLASS SEPARATION
CYLINDER AND INLET
SOLIDS STORAGE SUMP
SEPARATION
SCREEN
INLET PIPE
(MULTIPLE INLET PIPES
MAY BE ACCOMMODATED)
OUTLET PIPE
PVC HYDRAULIC
SHEAR PLATE (4'-0" [1219])FLOW
PERMANENT POOL
ELEV.
OIL BAFFLE SKIRT
CONTRACTOR TO GROUT
TO FINISHED GRADE
GRADE
RINGS/RISERS
A
A
48" [1219] I.D. MANHOLE
STRUCTURE
TOP SLAB ACCESS
(SEE FRAME AND COVER
DETAIL)
N.T.S.
(DIAMETER VARIES)
FRAME AND COVERMAX.
FLOW
MAX.
BB
F
OR MAI
NTENANCE CALL 1.800.338.1122 www.contechES.com TMClean water sta
rt
s here
®VARIESSEE NOTE 3
5" (TYP.)ODNOT TO SCALE
3' - 4'
SECTION
PRECAST BASE
1' - 4' AS REQUIRED
SECTION(S)
PRECAST RISER
SEE NOTE 4
3' OR 4'
SECTION
PRECAST CONE
1/2 OD
NOTES:
FRONT SECTION
TOP SECTION
SIDE SECTION
SEE NOTE 1
PRECAST STORM DRAIN MANHOLE (H-20) 6" 8"8"8"24"
4'-0" DIA.
6"6"4"PITCH
SHELF MIN. 1"/FT
CONCRETE OR BRICK
BRICK INVERT
CONCRETE OR
LINE OF PIPES
MIN. 1" PITCH @ SPRING
CONCRETE OR BRICK SHELF
BRICK & MORTAR
KNOCKOUT WITH
BETWEEN PIPE AND
SEAL ANNULAR SPACE
FILTER FABRIC
STONE BASE OVER
" CRUSHED4
312" OF
SECTION
AND TOP OF BASE
MIN. 4" FROM BOTTOM
KNOCKOUTS FOR PIPES
LINE OF PIPES
MIN. 1" PITCH @ SPRING
CONCRETE OR BRICK SHELF
BRICK INVERT
CONCRETE OR
ABOVE
MANHOLE COVER
ALL MATERIALS ARE TO MEET CONN. DOT SPECIFICATIONS FORM 818 AS AMENDED.5.
FILL LIFTING HOLES WITH MORTAR.4.
ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS.3.
FOR SHALLOW STRUCTURES, USE 8" SLAB IN PLACE OF CONE SECTION.2.
AND NUMBER OF PIPES. INCREASE WALL THICKNESS 1" FOR EACH 1 FT. OF INSIDE DIAMETER INCREASE.
MANHOLE INSIDE DIAMETER MAY BE INCREASED AS DIRECTED BY THE ENGINEER TO ACCOMMODATE SIZE1.
6" MIN. - 12" MAX.
OR BRICK
WITH CONC. BLOCKS
ADJUST FRAME ELEV.
AND COVER
CAST IRON FRAME
NOT TO SCALE
YARD DRAIN (MIN.)AGGRECATE (MIN.)(800 mm)
31.5"
6" (150 mm) MIN
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT
D
THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER.
PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE
TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE
FILL MATERIAL FOR LAYER 'D' STARTS FROM THE FINAL FILL:
PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S
N/A
PREPARATION REQUIREMENTS.
INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED
C
THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER.
(450 mm) ABOVE THE TOP OF THE AQUABOX MODULES. NOTE
THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18"
FILL MATERIAL FOR LAYER 'C' STARTS FROM INITIAL FILL:
THIS LAYER.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF
FINES OR PROCESSED AGGREGATE.
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10
¹AASHTO M43
OR
A-1, A-2-4, A-3
¹AASHTO M145
20,000 lbs (89 kN).
EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED
MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO
RELATIVE DENSITY FOR PROCESSED AGGREGATE
PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95%
ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95%
OVER THE AQUABOX MODULES IS REACHED. COMPACT
BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL
B
'C' LAYER ABOVE.
MODULES FROM THE FOUNDATION STONE ('A' LAYER) TO THE
FILL SURROUNDING THE AQUABOX PERIMETER STONE:
CLEAN, CRUSHED, ANGULAR STONE
467, 5, 56, 57
¹AASHTO M43
NO COMPACTION REQUIRED.
A
MODULE.
THE SUBGRADE UP TO THE BOTTOM OF THE AQUABOX
FILL BELOW AQUABOX MODULES FROM FOUNDATION STONE:
CLEAN, CRUSHED, ANGULAR STONE
467, 5, 56, 57
¹AASHTO M43 2,3PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.
THERMOPLASTIC LINER DETAIL
NON-WOVEN
GEOTEXTILE
EARTH
THERMOPLASTIC
LINER
OVERLAP ON TOP
SEVERAL INCHES
TO ANCHOR (PER
MANUFACTURER'S
RECOMMENDATIONS)
ANGULAR
STONE
NON-WOVEN
GEOTEXTILE
SEE NOTE 2)
(CAN BE SLOPED OR VERTICAL /
EXCAVATION WALL
12" (300 mm) MIN
(450 mm) MIN*
18"
6" (150 mm) MIN
PROJECT SPECIFIC REQUIREMENTS.
PLEASE SEE THE LAYOUT SHEET(S) FOR
MINIMUM REQUIREMENTS FOR INSTALLATION.
**THIS CROSS SECTION DETAIL REPRESENTS
SIDEWALL PANEL
(TYP FOR EXTERIOR SIDES)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
D
C
B
A
SUBGRADE SOIL. MIN ALLOWABLE
BEARING PRESSURE 2000 PSF
(95.8 kPa) (SEE NOTE 1)
(FILL SPECIFICATIONS BY OTHERS)
IN SITU MATERIAL OR COMPACTED FILL
ADJACENT SOILS SHOULD BE STABLE
ACCEPTABLE FILL MATERIALS : AQUABOX-1
ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.4.
COMPACTION REQUIREMENTS.
WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT ADS FOR 3.
ADS AQUABOX COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.2.
THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #57 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 57 (AASHTO M43) STONE".1.
PLEASE NOTE:
PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL.
EXCAVATION WALL SHOULD BE COMPLIANT WITH OSHA SAFETY STANDARDS. DEEPER EXCAVATIONS AND MULTI-LAYER AQUABOX SYSTEMS MAY REQUIRE SLOPED OR BENCHED EXCAVATIONS. 2.
THE ADS AQUABOX SYSTEM.
MOISTURE CONDITIONS. SUBGRADE PREPARATION AND/OR IMPROVEMENT SHOULD BE SPECIFIED BY THE DESIGN ENGINEER AS NECESSARY TO MEET THE PERFORMANCE REQUIREMENTS OF
THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE PERFORMANCE CHARACTERISTICS OF THE SUBGRADE SOILS WITH CONSIDERATION FOR THE RANGE OF EXPECTED 1.
NOTES:
FOR NON-TRAFFIC APPLICATION)
CONCRETE COLLAR (NOT REQUIRED
CUBE SIDEWALL PANEL
(TYP FOR EXTERIOR SIDES)
INCREASE COVER TO 24" (600 mm).
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
12" (300 mm) NYLOPLAST INSPECTION PORT BODY
ADS N-12 RISER
12" (300 mm) NYLOPLAST ADAPTER (PART# 1257AGHPU)
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
(2.0 m) MAX
6.5'
OF
SHEETDATE:DRAWING #:DRAWN:CHECKED:PRIOR APPROVAL. EOR SHALL REVIEW THIS DRAWING PRIOR TO BIDDING AND/OR CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE EOR TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS/STORMTECH UNDER THE DIRECTION OF THE PROJECT’S ENGINEER OF RECORD (“EOR”) OR OTHER PROJECT REPRESENTATIVE. THIS DRAWING IS NOT INTENDED FOR USE IN BIDDING OR CONSTRUCTION WITHOUT THE EOR’S HILLIARD, OH 430264640 TRUEMAN BLVDDATEDRWNCHKDDESCRIPTIONModular Stormwater Management SystemAquaboxNOT TO SCALE
(CONTECH CDS OR APPROVED EQUAL)
HYDRODYNAMIC SEPARATOR
NOT TO SCALE
UNDERGROUND STORAGE DETAIL
NOT TO SCALE
OUTLET STRUCTURE WITH WEIR
INV.= 71.0
SECTION
INV.= 71.65 +/-
TOP
OR MASONRY UNITS
PRECAST CONCRETE
INV.=72.0
PROPOSED 10" HDPE PIPE
INV.= +/-71.60
EXISTING 18" RCP PIPE
CONCRETE WEIR
EXISTING 18" RCP PIPE
INV.=72.0
HDPE PIPE
PROPOSED 15"
ELEVATION= 74.5
CONCRETE WEIR INV.= 72.0
10" DIAM. HOLE
INV.=72.0
HDPE PIPE
PROPOSED 15"
OR MASONRY UNITS
PRECAST CONCRETE
INV.= 72.0
10" DIAM. HOLE
INV.=72.0
PROPOSED 10" HDPE PIPE
6" MIN. - 12" MAX.
OR BRICK
WITH CONC. BLOCKS
ADJUST FRAME ELEV.
COVER TO GRADE
CAST IRON FRAME AND
Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
MJP
KRG
MMZ
REVISIONS
8/12/25
SCALE: 1"= 40'
600 NUTMEG ROAD NORTH
PREPARED FOR
USA HAULING & RECYCLING
CNG FUELING STATION
DETAILS AND NOTES
SHEET NO.OF4 4
Environmental Consulting Construction Management
7/8/25
SOUTH WINDSOR, CT
4481.159
J:\4481\159\Design\PLOT_Site Plan_Clean Energy.dgn
www.bartonandloguidice.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
855 Winding Brook Drive
FINISH GRADE
WATER TIGHT GASKET
18" PVC CATCH BASIN
FRAME AND GRATE
STANDARD CAST IRON ROUND
1' (MIN.)6" CONCRETE 4" PROCESSED
RELEVANT CODES AND STANDARDSABBREVIATIONSACASPHALTIC CONCRETEAFGABOVE FINISHED GRADEAHJAUTHORITYHAVING JURISDICTIONATSAUTOMATIC TRANSFER SWITCHBCWBARE COPPER WIREBLDGBUILDINGCL CENTER LINECNGCOMPRESSED NATURAL GASCOMPCOMPRESSORCONCCONCRETECMUCONCRETE MASONRY UNITCONTCONTINUOUSCU FTCUBIC FEETCRINDCARD READER INSIDE DISPENSERCSCARBON STEELDIA OR ØDIAMETERDEPTDEPARTMENTDWGDRAWING(E)EXISTINGEAEACHELEV OR ELELEVATIONEQEQUALENCLENCLOSUREESDEMERGENCY SHUT DOWNEXISTEXISTING(F)FUTUREFGFINISH GRADEFHFIRE HYDRANTFIGFIGUREFOCFACE OF CURBFPFUEL POST (TIME FILLED)FSSPFUEL SYSTEM SUPPORT PANELFXFIRE EXTINGUISHERGALVGALVANIZEDGNDGROUNDGRCGALVANIZED RIGID CONDUITHCHANDICAPHPHORSE POWERHORIZHORIZONTALMAWPMAXIMUM ALLOWABLE WORKING PRESSUREMAXMAXIMUMMCCMOTOR CONTROL CABINETMCP MASTER CONTROL PANELMINMINIMUMMSAMETER SET ASSEMBLY (GAS UTILITY)MSBMASTER SWITCH BOARDMTRMOTORMTSMANUAL TRANSFER SWITCH(N)NEWN/ANOT APPLICABLENGVNATURAL GAS VEHICLENTSNOT TO SCALENONUMBEROCON CENTERPLPLATEPOCPOINT OF CONNECTIONPBPUSH BUTTONREFREFERENCEREINFREINFORCEMENT(RR)REMOVE AND REPLACESCHSCHEDULESECSECTIONSIMSIMILARSPRSPRINKLEREDSQSQUARESFSQUARE FEETSSSTAINLESS STEELSTDSTANDARDTHKTHICKTHRUTHROUGHTOCTOP OF CURBXFMRTRANSFORMERTYPTYPICALUNOUNLESS NOTED OTHERWISEVERTVERTICALGENERAL NOTESTHE WORK SHALL CONFORM TO THE MOST RECENT EDITION OF THEFOLLOWING CODES AND STANDARDS AS SUPPLEMENTED, AMENDED,OR OTHERWISE MODIFIED BY LOCAL REQUIREMENTS:2021 INTERNATIONAL BUILDING 2021 INTERNATIONAL PLUMBING 2020 NATIONAL ELECTRICAL CODE 2021 INTERNATIONAL MECHANICAL CODE NFPA52 VEHICULAR FUEL SYSTEMS CODE 2023IN THE EVENT OF A CONFLICT BETWEEN DRAWINGS, WRITTENSPECIFICATIONS, AND/OR REFERENCED STANDARDS, THE MOSTSTRINGENT SHALL GOVERN.PROJECT DESCRIPTIONNOTE: THE TERM "CONTRACTOR" OR "CONTRACTORS" AS USED INTHESE GENERAL NOTES SHALL REFER TO THE PRIME CONTRACTOR AND ALL SUB-CONTRACTORS.1. THIS SET OF CONSTRUCTION DOCUMENTS COVERS THE CNGSYSTEM IMPROVEMENTS ONLY AND MAY NOT SHOW ALLEXISTING SITE IMPROVEMENTS FOR THE FACILITY.2. THE CONTRACTORS SHALL PRESERVE AND MAINTAIN ACCESSTO EXISTING EXITS AND MAKE EVERY EFFORT TO MINIMIZEDISRUPTIONS TO EXISTING OPERATIONS AT ALL TIMES DURINGCONSTRUCTION.3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYINGTHAT ALL MATERIALS, LABOR, INSTALLATION, FABRICATION,ETC. SHALL CONFORM TO ALL CODES AND REGULATIONS OFAPPLICABLE GOVERNING AGENCIES.4. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SITECONDITIONS PRIOR TO COMMENCING ANY WORK. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OFANY DISCREPANCY CONTAINED WITHIN THESE CONSTRUCTIONDOCUMENTS WHICH ARE RELATED TO THE CONTRACTOR'SSCOPE OF WORK. SHOULD AN ERROR APPEAR IN THESECONSTRUCTION DOCUMENTS OR RELATED WORK PERFORMEDBY OTHER CONTRACTORS AFFECTING THE CONTRACTOR'SSCOPE OF WORK, THE CONTRACTOR SHALL NOTIFY THEENGINEER AT ONCE FOR INSTRUCTIONS AS TO THEPROCEDURE FOR CONTINUATION OF WORK. SHOULD THECONTRACTOR PROCEED WITH WORK AFTER IDENTIFYINGSUCH A CONFLICT WITHOUT OBTAINING INSTRUCTIONS FROMTHE ENGINEER, THE CONTRACTOR SHALL ASSUME THE FULLRESPONSIBILITY FOR ALL REMEDIAL WORK NECESSARY TOSATISFY THE REQUIREMENTS OF THESE CONSTRUCTIONDOCUMENTS AND THE APPLICABLE BUILDING CODES.5. THE CONTRACTOR SHALL REFER TO THE BID DRAWINGS ANDWRITTEN TECHNICAL SPECIFICATIONS - IF ANY - FORADDITIONAL INFORMATION AND REQUIREMENTS WHICH AREHEREBY INCORPORATED INTO THE PROJECT REQUIREMENTSBY REFERENCE.6. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS WITHTHOSE SHOWN ON THE DRAWINGS AND PROMPTLY REPORTANY DISCREPANCIES TO THE ENGINEER. VERIFY EXISTINGCONDITIONS WITHIN THE WORK AREA AND REVIEWMODIFICATIONS REQUIRED TO SUIT EXISTING CONDITIONSPRIOR TO FABRICATION AND INSTALLATION OF NEW WORK ORMODIFICATIONS TO EXISTING CONDITIONS.7. THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A CLEAN,ORDERLY CONDITION, FREE OF DEBRIS AND LITTER. EACHCONTRACTOR SHALL, IMMEDIATELY UPON COMPLETION OFEACH PHASE OF HIS WORK, REMOVE ALL TRASH AND DEBRISTHAT RESULTS FROM THE PERFORMANCE OF HIS WORK.8. CONSTRUCTION MATERIALS STORED ON THE SITE SHALL BEPROPERLY STACKED AND PROTECTED TO PREVENT DAMAGEAND DETERIORATION UNTIL USED. FAILURE TO PROTECTMATERIALS MAY BE CAUSE FOR REJECTION OF WORK.9. THE CONTRACTOR SHALL PROTECT NEW AND EXISTINGFINISHES AND CONSTRUCTION FROM DAMAGE THAT MAYOCCUR DURING CONSTRUCTION. DAMAGE TO NEW AND/OREXISTING FINISHES AND CONSTRUCTION SHALL BE REPAIREDOR REPLACED (THE OWNER'S DECISION) WITH IDENTICALMATERIAL AT THE CONTRACTOR'S EXPENSE.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDINGTHE OWNER WITH ACCURATE "AS-BUILT" RECORD DRAWINGSAT THE COMPLETION OF CONSTRUCTION. RECORDDRAWINGS WILL BE MADE BY "RED-LINING" FORMALCONSTRUCTION DRAWINGS TO IDENTIFY ANY AND ALLCHANGES WHICH MAY HAVE BEEN MADE IN THE FIELD.11. ALL WORK SHOWN ON THESE DRAWINGS SHALL BECONSTRUED AS BEING NEW WORK AND PART OF THISCONTRACT UNLESS NOTED BEING EXISTING OR OTHERWISE.12. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL POLLUTANTDISCHARGE ELIMINATION SYSTEM (NPDES) AND LOCALJURISDICTION STORM WATER POLLUTION PREVENTION (SWPP)RULES AND REGULATIONS PRIOR TO THE COMMENCEMENT OFANY WORK AND DURING ANY CONSTRUCTION ACTIVITIES.13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATIONOF ALL DIMENSIONS, MATERIALS & QUANTITIES AS PART OFTHE CIVIL, STRUCTURAL, MECHANICAL, P&ID AND ELECTRICALPLANS. NO EXCEPTIONS.14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ACOMPLETE SET OF CONSTRUCTION PLANS TO ALLSUB-CONTRACTORS DISCIPLINES FOR REFERENCE AND USE.15.THE CONTRACTOR SHALL BE RESPONSIBLE FORRE-ESTABLISHING ALL DAMAGED OR DISTURBED TEMPORARYAND PERMANENT BENCH MARKS AT THEIR OWN EXPENSE.NOT TO SCALEVICINITY MAPFLOOD MAP:09003C0378F EFFECTIVE: 9/26/2008REDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UN AUTHORI ZED US E, R EPRODUCTION, PUBL ICATION , D ISTRIBU TI ON OR SALE I N WHO LE OR IN PART, I S ST RIC TL Y FORBIDDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
ISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251 PBPROJECT DESCRIPTION: INSTALLATION OF COMPRESSED NATURAL GAS VEHICLEFUELING STATION WITH ASSOCIATED CONTROLS EQUIPMENT PADS, CONNECTINGPIPING, ELECTRICAL, SAFETY SYSTEMS, AND OTHER MINOR SITE WORK AT THEPROJECT SITE LISTED ABOVE.SITENOT TO SCALENOT TO SCALEFEMA MAPSITEZONE: XNFPA70 NATIONAL ELECTRICAL CODE (NEC) AS ADOPTED BY THELOCAL AUTHORITY HAVING JURISDICTIONASME B31.3 PROCESS PIPING CODE 2020c:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\C0.0-COVER SHEET.dwg5/7/20258/7/2025 11:50:33 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
COVER SHEET
21330.00PBMLCS.1CNG FUELING STATIONUSA HAULING & RECYCLING600 NUTMEG ROAD NORTH SOUTH WINDSOR, CT 06074PROJECT TEAMOWNER (S)PROJECT CONTACT(S)USA HAULING & RECYCLING555 TAYLOR RDENFIELD, CT 06082(860)746-3200CLEAN ENERGYTREY CLIMER4675 MACARTHUR COURT SUITE 300NEWPORT BEACH, CA 92660(317)460-1885APN: 65100600 (PID: 5386)ZONING: IPOCCUPANCY: IND/COMMLAND CLASS: ITYPE OF CONSTRUCTION: II-BAUTHORITY HAVING JURISDICTION: TOWN OF SOUTH WINDSOR, CTENGINEER OF RECORDCLEAN ENERGYATTN: MATTHEW W LOSER, PE, LEED AP3333 MICHELSON SUITE 300IRVINE, CA 92612(949) 398-1338Sheet List TableSheet NumberSheet TitleGENERALCS.1COVER SHEETG0.0GENERAL NOTES BUILDINGG0.1CODE COMPLIANCE TABLESC0.1GENERAL ARRANGEMENT & ELEVATIONS FASTFILLCIVILC1.0SITE PLANC2.0SITE DETAILS 1 OF 2C2.1SITE DETAILS 2 OF 2C3.0STRUCTURAL DETAILC3.1STRUCTURAL NOTESPIPINGP0.0PIPING NOTESP1.0PIPING & INSTRUMENTATION DIAGRAMP1.1PIPING & INSTRUMENTATION SCHEDULEP2.0PIPING PLANP3.0PIPING DETAILSP4.0SIGNAGE PLANELECTRICALE0.0ELECTRICAL NOTESE1.0SINGLE LINE DIAGRAME2.0CONDUIT SCHEDULEE3.0ELECTRICAL PLANE3.1GROUNDING PLANE3.2HAZARDOUS AREA PLANE5.0ELECTRICAL SECTIONS AND DETAILS
REDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UN AUTHORI ZED US E, R EPRODUCTION, PUBL ICATION , D ISTRIBU TI ON OR SALE I N WHO LE OR IN PART, I S ST RIC TL Y FORBIDDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
ISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251 PB
c:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\C0.0-COVER SHEET.dwg5/7/20258/7/2025 11:50:34 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
GENERAL NOTES BUILDING
21330.00PBMLG0.0LOCATION OF CONCRETESTRENGTH, psiTYPE3500*FOOTINGSSLAB ON GRADEMISCELLANEOUS3500*3500*HARD ROCKHARD ROCKHARD ROCKGENERAL NOTES1.1SUMMARYA.THE CONTRACTOR SHALL PERFORM ALL WORK REQUIRED FOR THE CONSTRUCTION OF THE COMPRESSEDNATURAL GAS (CNG) FUELING FACILITY AND RELATED STRUCTURES TO BE CONSTRUCTED HEREUNDER ASNECESSARY TO MAKE A COMPLETE AND WORKING INSTALLATION, EXCEPT FOR WORK SPECIFICALLYEXCLUDED.B.ALL PHASES OF THE PROJECT SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THESESPECIFICATIONS AND THE APPROVED CONSTRUCTION DRAWINGS. IF THERE IS ANY CONFLICT BETWEENTHIS DOCUMENT AND THE DRAWINGS, THE DRAWING(S) SHALL GOVERN AND THE ENGINEER SHALL BENOTIFIED.C.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL THE REQUIRED PERMITS (I.E. BLDG. &SAFETY, PLUMBING, ELECTRICAL, PRESSURE VESSEL, FIRE DEPARTMENT FEES, CERTIFICATE OFOPERATION OR PERMIT TO OPERATE), AND SHALL ENSURE THAT CITY LICENSES AND TAXES ARE CURRENTAS REQUIRED FOR THE PROJECT, EXCEPT AS NOTED IN THIS SPECIFICATION AND CONTRACT DOCUMENTS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING FOR ALL REQUIRED INSPECTIONS AT THEAPPROPRIATE STAGES OF CONSTRUCTION. IF ANY OF THE CONTRACTOR'S WORK FAILS ANY INSPECTION,THE CONTRACTOR SHALL TAKE THE APPROPRIATE MEASURES TO CORRECT ANY DEFICIENCY AT NOEXPENSE TO CLEAN ENERGY.E.THE CONTRACTOR'S WORK SHALL CONFORM TO ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONSOF THE STATE, COUNTY, AND CITY INVOLVED. APPROVED DRAWINGS AND PERMITS SHALL NOT BECONSTRUED AS LICENSE TO CONSTRUCT WORK NOT CONFORMING WITH THE GOVERNING CODES ANDSHALL NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE GOVERNING CODES, PLANS, ANDSPECIFICATIONS.F.THE CONTRACTOR SHALL CHECK THE ACCURACY OF ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION.NOTIFY ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES.1.2 MATERIALSA.THE CONTRACTOR SHALL HANDLE AND INSTALL ALL MATERIAL AND EQUIPMENT IN ACCORDANCE WITHMANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS IN THESE CONSTRUCTIONSPECIFICATIONS.B.CLEAN ENERGY SHALL PROVIDE THE CONTRACTOR WITH MAJOR EQUIPMENT ASSEMBLIES LISTED AS "CLEANENERGY FURNISHED" IN THIS SPECIFICATION OR THE DRAWINGS. CLEAN ENERGY FURNISHED EQUIPMENTAND MATERIAL WILL BE DELIVERED TO THE JOB SITE BY CLEAN ENERGY AND THE CONTRACTOR SHALL BERESPONSIBLE FOR UNLOADING AND PROPERLY STORING THEM ON THE CONSTRUCTION SITE TO ENSURE NODAMAGE IS DONE TO EQUIPMENT OR MATERIAL (I.E. RAIN, VANDALISM, ETC). ON-SITE STORAGE LOCATION(S)SHALL BE COORDINATED WITH CLEAN ENERGY AND/OR THE CLIENT.1.3 MATERIAL HANDLING AND STORAGED.AFTER RECEIPT OF CLEAN ENERGY FURNISHED MATERIALS BY THE CONTRACTOR, ANY SHORTAGES OFAND/OR DAMAGES TO THE MATERIALS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THECONTRACTOR SHALL BE FINANCIALLY ACCOUNTABLE FOR SUCH SHORTAGES, ERRORS, OR DAMAGES.E.THE CONTRACTOR SHALL BE FINANCIALLY ACCOUNTABLE FOR LOST OR STOLEN CLEAN ENERGY FURNISHEDEQUIPMENT.F.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER STORAGE AND HANDLING OF ALL CLEAN ENERGYFURNISHED EQUIPMENT AND MATERIAL UNTIL THE INSTALLATION IS ACCEPTED BY CLEAN ENERGY'SREPRESENTATIVE.G.THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAULING AWAY ALL UNUSED CONTRACTOR SUPPLIEDMATERIALS, WASTE, AND SPOILS. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE DAILYAND DISPOSED OF IN A LEGAL MANNER.H.ALL UNUSED CLEAN ENERGY SUPPLIED MATERIAL SHALL BE RETURNED TO CLEAN ENERGY UPONCOMPLETION OF CONSTRUCTION.1.4USE OF SITE, TEMPORARY UTILITIES AND INSPECTIONSA.THE CONTRACTOR'S ACTIVITIES SHALL BE RESTRICTED TO THE DESIGNATED CONSTRUCTION SITE ANDSTORAGE AREAS DURING EXECUTION OF THIS WORK.B.PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN APPROVAL FROM CLEAN ENERGY'SREPRESENTATIVE FOR ON-SITE DIRT REMOVAL OR STOCK PILING TO INSURE MINIMUM DISRUPTION OFEXISTING SITE OPERATION.C.THE CONTRACTOR SHALL PROVIDE ALL REQUIRED TEMPORARY FACILITIES INCLUDING SANITARY FACILITIES,HAND WASHING, AND TELEPHONES.D.EVERY REQUEST FOR INSPECTION SHALL REQUIRE A FORTY-EIGHT (48) HOUR ADVANCE NOTICE BEFORESUCH INSPECTION IS DESIRED.1.5START-UP PROCEDURESA.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY TEMPORARY CLEARANCES TO RELEASE GAS ANDELECTRICAL SERVICE FOR START-UP. THIS WILL NOT INCLUDE FINAL INSPECTION BY AGENCIES WHICHREQUIRE A CERTIFICATE TO OPERATE.B.THE CONTRACTOR SHALL NOTIFY CLEAN ENERGY'S PROJECT MANAGER A MINIMUM OF THREE (3) WEEKSBEFORE THE DATE THE SYSTEM CAN BE STARTED SO AS TO COORDINATE START-UP WITH THE EQUIPMENTVENDOR(S) AND/OR APPROVED REPRESENTATIVES.C.THE CONTRACTOR SHALL HAVE QUALIFIED ELECTRICAL AND MECHANICAL REPRESENTATIVES PRESENTDURING START-UP TO MAKE ANY NECESSARY REPAIRS IN THE EVENT OF LEAKS OR FAILURES.D.A PRELIMINARY WALK-THROUGH SHALL BE MADE AFTER START-UP WITH CLEAN ENERGY REPRESENTATIVES.THE ITEMS ON THE PUNCH LIST DEVELOPED DURING THIS WALK-THROUGH SHALL BE COMPLETED WITHINTEN (10) WORKING DAYS.E.FINAL WALK-THROUGH SHALL BE CONDUCTED WITH THE CLEAN ENERGY PROJECT MANAGER, ENGINEER ORTHEIR AUTHORIZED REPRESENTATIVE, AND THE CONTRACTOR TO SIGN OFF THE COMPLETION OF THEPUNCH LIST ITEMS. ALL ITEMS SHALL BE COMPLETED AND SIGNED OFF BEFORE RETENTION MONEY WILL BEPAID TO THE CONTRACTOR1.6 INSTALLATIONA.THE CONTRACTOR SHALL CHECK THE ACCURACY OF FOUNDATION LOCATIONS, ELEVATIONSM LOCATIONAND PROJECTION OF ALL ANCHOR BOLTS AND EMBEDDED ITEMS. CLEAN ENERGY WILL REQUIRE 24 HOURSNOTICE FOR INSPECTION OF THE CONTRACTOR'S WORK.1.7 DRAWINGSA.FINAL INTERPRETATION OF ALL DRAWINGS WILL BE BY CLEAN ENERGY, IN CONSULTATION WITH THEENGINEER, AND CLEAN ENERGY'S DECISION WILL BE FINAL.B.TWO COMPLETE SETS OF "APPROVED FOR CONSTRUCTION" DRAWINGS WILL BE PROVIDED TO THE THECONTRACTOR FIVE (5) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION.C. ALL DRAWINGS PREPARED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE ENGINEER OF RECORDFOR APPROVAL PRIOR TO ADMITTING DRAWINGS INTO THE CONSTRUCTION DRAWING SET.D.UPON SUBSTANTIAL COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL MARK-UP ONE (1) COPY OF"APPROVED FOR CONSTRUCTION" DRAWINGS TO AS-BUILT CONDITIONS. AS-BUILT DRAWINGS SHALL SHOWALL SIGNIFICANT CHANGES, DIMENSIONS (INCLUDING DEPTH), AND RELATIVE POINTS OF REFERENCE. THESEALTERED DRAWINGS SHALL BE SUBMITTED TO CLEAN ENERGY WITHIN TWO (2) WEEKS (TEN (10) WORKINGDAYS) AFTER COMPLETION OF CONSTRUCTION. RETENTION RELEASE IS CONTINGENT UPON RECEIVINGACCURATE AS-BUILT DRAWINGS.1.8MISCELLANEOUS EQUIPMENTA.THE CONTRACTOR SHALL PROVIDE MASTER LOCK, PADLOCKS, HI VIS, ALUMINUM, PRO SERIES PICKRESISTANT 5 PIN LOCKING MECHANISM WITH 2 KEYS AT LOCATIONS SPECIFIED. ALL GATES, PANELS ANDDOORS SHALL INCLUDE A BLACK MASTER LOCK, GRAINGER #4RD90 THAT IS KEYED TO 10G504. ALL SAFETYRELIEF VALVES SHALL INCLUDE A RED MASTER LOCK, GRAINGER #4RD94 THAT IS KEYED TO 10G502.1.9 DESIGN PARAMETERSA.THIS PROJECT HAS BEEN DESIGNED PER CODES INDICATED ON SHEET C3.0.B.OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS,UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE ENGINEER WHEN DRAWINGS BYOTHERS SHOW OPENINGS, POCKETS, ETC. LARGER THAN 6" NOT SHOWN ON THE DRAWINGS, BUT WHICHARE LOCATED IN STRUCTURAL MEMBERS.C.ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST REVISION.D.DESIGN LOADS: SEE STRUCTURAL DETAILS, SHEET C3.0E.WIND ANALYSIS PER ASCE. SEE STRUCTURAL DETAILS SHEET C3.0F.SEISMIC ANALYSIS PER ASCE UTILIZING THE EQUIVALENT LATERAL FORCE ANALYSISSEE STRUCTURAL DETAILS ON SHEET C3.0CONCRETEA. THE CONTRACTOR SHALL NOT MAKE ANY CONCRETE POURS WITHOUT FIRST NOTIFYING CLEAN ENERGY.B. IF FOUNDATION SLABS AND FOOTINGS ARE POURED PRIOR TO TRENCHING FOR PIPING AND ELECTRICAL, SLEEVES ARE REQUIRED UNDER BLOCK WALL FOOTINGS OR EQUIPMENT FOUNDATIONS FOR ALL PROPOSED GAS PIPING OR ELECTRICAL CONDUITS PASSING UNDER FOOTINGS OR FOUNDATIONS.C. CEMENT SHALL MEET IBC STANDARDS FOR PORTLAND CEMENT & BLENDED HYDRAULIC CEMENTS.D. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH REQUIREMENTS OF IBCSTANDARDS. BATCH TICKETS WILL BE RETURNED TO CLEAN ENERGY.E.REINFORCED CONCRETE IS DESIGNED BY THE "ULTIMATE STRENGTH DESIGN METHOD".F.CONCRETE NORMAL WEIGHT IS 150 PCF. UNLESS NOTED OTHERWISE.G.CONCRETE MIXING OPERATION, ETC. SHALL CONFORM TO ASTM C94.H.CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND SHALL BEAR THE WETSEAL OF A CIVIL ENGINEER, LICENSED IN THE STATE THE PROJECT IS LOCATED, FOR REVIEW BY THEENGINEER. THE MIX DESIGNS SHALL STATE THE PROJECT NAME AND THE INTENDED USAGE OF THECONCRETE.I.SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTH AND TYPES:*DESIGN STRENGTH = 3000 psi* PER TABLE 19.3.1.1 ACI-318-14 - CONCRETE MIX SHALL BE DESIGNED FOR EXPOSURE CLASSES F0, S0, P0 AND C0.J.PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE V IN CONTACT WITH SOIL AND TYPE IIELSEWHERE. CEMENT SHALL HAVE AN EQUIVALENT ALKALINE CONTENT LESS THAN 0.6%.K.AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTMC33. AGGREGATE SHALL BE NON-REACTIVEL.FLY ASH OR POZZOLANS, IF USED, SHALL CONFORM WITH ASTM C618. USAGE SHALL NOT EXCEED 15PERCENT BY WEIGHT OF THE TOTAL OF CEMENTITIOUS MATERIALS. POZZOLANS USED TO MITIGATE THEEFFECT OF SULFATE CONTAINING SOILS SHALL BE DETERMINED BY TEST OR SERVICE RECORD.M.PLACEMENT OF CONCRETE SHALL CONFORM TO SECTION 1905 OF THE BUILDING CODE.O.ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL-SECURED INPOSITION PRIOR TO PLACING CONCRETE.P.MECHANICAL PIPES AND ELECTRICAL CONDUITS WHICH PASS THROUGH SLAB ON GRADE, DO NOT REQUIRESLEEVES, UNLESS OTHERWISE NOTED. IF SLEEVES ARE REQUIRED, INSTALL SLEEVES BEFORE PLACINGCONCRETE. DO NOT CUT ANY REINFORCING WHICH MAY INTERFERE WITH SLEEVE PLACEMENT. CORINGOPENINGS IN CONCRETE IS NOT PERMITTED. NOTIFY THE ENGINEER IN ADVANCE OF CONDITIONS NOTSHOWN ON THE STRUCTURAL DRAWINGS.Q.CONTRACTOR SHALL SUBMIT MINIMUM OF TWO COPIES OF REBAR SHOP DRAWINGS SHOWING ALL BENDS,LAPS, HOOKS AND CHAINS REQUIRED FOR THE PROPER CONSTRUCTING OF THE REINFORCING ON PLANS.R.ALL CONCRETE SLABS WILL BE A SMOOTH TROWEL FINISH ON ALL CURB FACES AND EDGES WITH BROOMFINISH ON ALL FLAT SURFACES EXCEPT WHEN MATCHING EXISTING CONCRETE SURFACES. ALL SLABFINISHES SHALL BE FREE OF STAINS, DISCOLORATION, VOIDS, CRACKS, OR SURFACE DISCONTINUITIES. IFANY OF THESE CONDITIONS EXIST, CLEAN ENERGY WILL REQUIRE THE CONTRACTOR TO REPLACE THE SLAB.THE CONTRACTOR SHALL VERIFY WITH CLEAN ENERGY WHICH TYPE OF BROOM FINISH WHICH WILL BEACCEPTABLE.REINFORCING STEELA.REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF BUILDING CODE AND ASTM 615 OR ASTMA706 GRADE 60.B.BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCINGBAR BENDS SHALL BE MADE COLD.C.REINFORCING BAR SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTAL BARSAT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS.D.ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACEINSPECTION IS MADE.E.REBARS IN SLABS SHALL BE SECURELY SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVEDMETAL CHAIRS, PRIOR TO PLACING CONCRETE.F.REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE ACI 318 AND ACI 530 MANUALS.G.MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED PRIOR TO PLACEMENT OF CONCRETE.H.CONCRETE PROTECTION FOR REINFORCEMENTMIN COVER (INCHES)a.CONCRETE CAST AGAINST AND PERMANENTLYEXPOSED TO EARTH:3b.CONCRETE EXPOSED TO EARTH OR WEATHER:#6 THROUGH NO. 18 BARS2#5 BAR, W31 OR D31 WIRE AND SMALLER 112c.CONCRETE NOT EXPOSED TO WEATHER OR INCONTACT WITH GROUND:SLABS, WALLS, JOISTS:#14. AND #18 BARS112#11 BAR AND SMALLER34BEAMS, COLUMNS:PRIMARY REINFORCEMENT, TIES,STIRRUPS, AND SPIRALS112I.DEVELOPMENT AND SPLICES OF REINFORCEMENT SHALL CONFORM TO ACI 318, CHAPTER 12 FOR CONCRETE AND ACI 530 FOR MASONRY. FOR CONCRETE, SEE PLANS AND DETAILS.MASONRYA.MASONRY MATERIALS SHALL BE STORED SO THAT AT THE TIME OF USE THE MATERIALS ARE CLEAN ANDSTRUCTURALLY SUITABLE FOR THE INTENDED USE.B.SURFACES TO BE IN CONTACT WITH MASONRY GROUT OR MORTAR SHALL BE CLEAN AND FREE OFDELETERIOUS MATERIALS.C.MASONRY DESIGN SHALL BE PER ACI 530, LATEST CODE EDITIOND.ALL MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH F`M=1500 psi.E.ALL MORTAR SHALL BE TYPE S, PROPORTIONED BY VOLUME ACCORDING TO ASTM C270. MORTAR SHALLHAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH = 1800 psi.F.ALL GROUT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2000 psi, AND SHALL BEPROPORTIONED BY VOLUME ACCORDING TO ASTM C476.G.ALL MASONRY UNITS SHALL BE MEDIUM WEIGHT ASTM C90, GRADE N, TYPE 1 UNITS, UNLESS NOTEDOTHERWISE.H.CEMENT SHALL BE AS SPECIFIED FOR CONCRETE.I.PROVIDE A MINIMUM OF 1/2" GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS.J.ALL DEFORMED REINFORCING BAR SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THEREINFORCEMENT SECTION OF THESE GENERAL NOTES.K.ALL HORIZONTAL AND VERTICAL LAP SPLICES SHALL BE IN CONFORMANCE WITH SECTION 2107.5 OF THECURRENT BUILDING CODE, UNLESS NOTED OTHERWISE.L.CELLS SHALL BE IN VERTICAL ALIGNMENT. ALL VERTICAL MASONRY WALL REINFORCING SHALL BECENTERED IN THE WALL, LAPPED WITH BARS DOWELED INTO THE FOOTINGS AND GROUTED SOLID, UNLESSNOTED OTHERWISE.M.ALL MASONRY WALLS SHALL HAVE A CONTINUOUSLY GROUTED BOND BEAM WITH (1) #4 BAR AT THE TOPAND BOTTOM OF THE WALL, UNLESS NOTED OTHERWISE. PROVIDE BENT CORNER BARS AT ALLINTERSECTIONS PER TYPICAL DETAILS.N.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING LATERAL BRACING ADEQUATE TO RESISTTEMPORARY LOADS, WIND LOADS, AND SEISMIC LOADS DURING CONSTRUCTION.O.SEE TYPICAL DETAILS FOR ADDITIONAL REINFORCING REQUIRED AT WALL PENETRATIONS, TERMINATIONS,OPENINGS, AND CONTROL JOINTS.P.ALL MIX DESIGNS SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND SHALL BEAR THE WETSEAL OF A LICENSED CIVIL ENGINEER AND SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURALENGINEER. THE DESIGNS FOR EACH TYPE OF MASONRY STRENGTH SPECIFIED SHALL STATE THE PROJECTNAME AND LOCATION OF USAGE.Q.FOR GROUT LIFT CONSTRUCTION, REFER TO ACI 530.1, PART 3, SECTION 3.5D.R.MECHANICAL PIPES AND ELECTRICAL CONDUITS WHICH PASS THROUGH MASONRY WALLS DO NOT REQUIRESLEEVES, UNLESS OTHERWISE INDICATED IN THE PROJECTS SPECIFICATIONS, MECHANICAL OR ELECTRICALDRAWINGS. IF SLEEVES ARE REQUIRED, INSTALL SLEEVES BEFORE GROUTING. DO NOT CUT ANYREINFORCING WHICH MAY INTERFERE WITH SLEEVE PLACEMENT. CORING OPENING IN GROUTED MASONRYIS NOT PERMITTED. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THESTRUCTURAL DRAWINGS. NO PIPES OR ELECTRICAL CONDUIT SHALL PASS THROUGH MASONRY LINTELSUNLESS SPECIFICALLY DETAILED.S.ALL SOLID AND HOLLOW MASONRY UNITS SHALL BE CLEAN AND ALL DUST AND DIRT REMOVED FROM THESURFACE. ALL EXPOSED FACES OF ANY WALL SHOWING GROUT SPOTTING OR JOINT MORTAR PROJECTIONSHALL BE WIRE BRUSHED AND/OR TOOLED CLEANED TO ENSURE A UNIFORM APPEARANCE.EARTHWORK AND FOUNDATION DESIGNA.FOLLOWING EARTHWORK AND FOUNDATION DESIGN SHALL BE PER GEOTECHNICAL ENGINEERING REPORT;SITE PREPARATION, EARTH EXCAVATION, SITE BACKFILL, FOUNDATION BACKFILL, WEATHER EXPOSURECONTROL, FOUNDATION DESIGN, ETC.B. EXCAVATION SHALL BE PERFORMED AT SPECIFIED LOCATIONS AS REQUIRED PER APPROVED DRAWINGS.ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED NATURAL EARTH OR ON PREPARED SUBGRADE, PERTHE GEOTECHNICAL ENGINEERING REPORT OR COMPACTED TO 95% PROCTOR.C. THE CONTRACTOR SHALL NOTIFY CLEAN ENERGY IN WRITING FOR ANY POTENTIAL TRENCHING DEVIATIONFROM APPROVED PLANS OR EXCAVATING PROBLEMS PRIOR TO START OF CONSTRUCTION. NEGLIGENCESHALL NOT CONSTITUTE A CHANGE ORDER.D. ANY MATERIALS USED FOR BACKFILL SHALL BE CLEAN AND FREE OF ALL DEBRIS (WOOD SCRAPS, WELDINGROD, PIPE SCRAPS, OR OTHER DELETERIOUS SUBSTANCES). NO LUMPS OR ROCK LARGER THAN 4 INCHES INDIAMETER ARE ALLOWED WITHIN TWELVE (12) INCHES OF ANY FOUNDATION. BACKFILL MATERIAL SHALL BEAS PER GEOTECHNICAL REPORT.E.ALL BACKFILL UNDER FOUNDATIONS AND SLABS SHALL BE COMPACTED TO A MINIMUM OF 95% MODIFIEDPROCTOR AT THE OPTIMUM MOISTURE CONTENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTOF OBTAINING A COMPACTION REPORT AND SUBMITTING THE RESULT TO THE CLEAN ENERGY.F.ALL TRENCHES FOR GAS PIPES SHALL HAVE A MINIMUM COVER OF EIGHTEEN (18) INCHES ABOVE THE TOPOF PIPE (OR SLEEVE) FROM FINISH GRADE. A MINIMUM OF TWELVE (12) INCHES OF SAND SHALL BEPROVIDED BELOW THE PIPE AND SIX (6) INCHES ABOVE THE PIPE.G.ALL TRENCHES FOR ELECTRICAL CONDUITS SHALL HAVE A MINIMUM COVER OF TWENTY-FOUR (24) INCHESABOVE THE TOP OF CONDUIT FROM FINISH GRADE. BACKFILL SHALL BE CLEAN NATURAL SOIL UNLESSOTHERWISE SPECIFIED.H.EXPANSIVE SOILS SHALL REQUIRE THAT ELECTRICAL CONDUIT(S) TRENCHES BE FILLED WITH SAND AMINIMUM SIX (6) INCHES ABOVE THE TOP OF CONDUIT.I.SLURRY BACKFILL MAY BE USED AT THE CONTRACTOR'S EXPENSE INSTEAD OF SOIL FOR BACKFILL TOEXPEDITE COMPLETION OF TRENCHES WITH CLEAN ENERGY'S PRIOR WRITTEN APPROVAL.J.EXISTING ASPHALT SHALL BE SAWCUT TO ALLOW PLACEMENT OF FOOTINGS AND SLABS. ASPHALT SHALL BEPATCHED TO MATCH THE EXISTING ORIGINAL GRADE. THE CONTRACTOR SHALL ENSURE THAT PATCHEDAREAS DO NOT POND. ALL SURFACES, BOTH VERTICAL AND HORIZONTAL, TO RECEIVE ASPHALT PATCHINGSHALL HAVE AN ACCEPTABLE BONDING AGENT, SUCH AS SS1 OR AR4000, APPLIED PRIOR TO APPLICATIONOF ASPHALT.K.THE CONTRACTOR SHALL PROTECT OPEN TRENCHES OR EXCAVATIONS FROM WATER RUN OFF OR RAIN.THE CONTRACTOR SHALL ANTICIPATE AND BE PREPARED TO AVOID ANY DELAYS DUE TO WATERINFILTRATION OR RAIN.L.THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL CONTAMINATED SOILS, HAZARDOUS WASTE, AND / OROTHER MATERIALS DUE TO CONTRACTOR'S WORK AT CONTRACTOR'S EXPENSE. PACKAGE AND TRANSPORTALL HAZARDOUS MATERIALS TO AN APPROVAL WASTE FACILITY. THE CONTRACTOR SHALL COMPLY WITHALL FEDERAL, STATE, AND LOCAL RULES, REGULATIONS, AND REQUIREMENTS AND SHALL BE RESPONSIBLEFOR THE HAZARDOUS WASTE MANIFEST SHIPPING FROM THE POINT OF GENERATION, THROUGHTRANSPORTATION, TO THE FINAL APPROVED TREATMENT, STORAGE, AND DISPOSAL FACILITY. M.THE CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING AND EARTHWORK OPERATIONS FORFILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IFANY SUCH STRUCTURES ARE FOUND, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY.N.FOOTINGS ARE DESIGNED BASED ON THE FOLLOWING INFORMATION:ALLOWABLE BEARING* = 1,500 PSF*VALUES MAY BE INCREASED BY 1/3 FOR WIND OR SEISMIC LOAD CASES.FOOTINGS SHALL BEAR ON FIRM NATURAL SOILS. MINIMUM DEPTH OF FOOTINGS BELOW LOWEST ADJACENTFINAL GRADE SHALL BE 18"; MINIMUM WIDTH OF FOOTING SHALL BE 18", UNLESS NOTED OTHERWISE ONPLAN OR IN SOILS REPORT.O.CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING AND SHORINGREQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING,SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES INACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.P.EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR OR ENGINEER PRIOR TO PLACINGTHE CONCRETE AND REINFORCING. CONTRACTOR TO NOTIFY THE INSPECTOR WHEN INSPECTION OFEXCAVATION IS READY.Q.ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLSBEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTORS SHALL BRACE ORPROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORSARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FORDESIGN, PERMITS AND INSTALLATION OF SUCH BRACING.R.FOUNDATIONS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN ON DRAWINGS. SHOULDSOIL ENCOUNTERED AT THESE DEPTHS NOT BE APPROVED BY THE INSPECTOR OR ENGINEER, FOUNDATIONELEVATIONS WILL BE ALTERED BY CHANGE ORDER.S.FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN THE BUILDING PERIMETER SHALL BEMECHANICALLY COMPACTED IN LAYERS IN ACCORDANCE WITH THE SOILS REPORT AND APPROVED BY THEENGINEER. FLOODING WILL NOT BE PERMITTED. ALL FILLS USED TO SUPPORT FOUNDATIONS SHALL BEINSPECTED BY THE ENGINEER REPRESENTATIVE.T.SLABS ON GRADE SHALL BE SUPPORTED ON COMPACTED FILL AS PER THE RECOMMENDATIONS OF THESOILS REPORT.STRUCTURAL STEEL1.STRUCTURAL STEEL SHALL BE DESIGNED, DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THEAISC 'SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS' AND 'CODE OF STANDARD PRACTICE FOR STEELBUILDINGS AND BRIDGES'.2.MATERIALS:WIDE FLANGEASTM A992 G50ANGLES, CHANNELS, PLATES AND BARSASTM A36PIPESASTM 53 GR B, Fy=35ksiHSS SECTIONSASTM A500 GR B, Fy=46ksiBOLTSASTM A325NANCHOR BOLTSASTM F1554, UNO.3.STRUCTURAL STEEL SURFACES THAT ARE NOT EXPOSED TO WEATHER SHALL BE LEFT UNPAINTED.4.WELDED JOINTS SHALL CONFORM TO THE PREQUALIFIED JOINT DETAILS AS INDICATED IN THE STRUCTURALWELDING CODE (AWS D1.1) BY THE AMERICAN WELDING SOCIETY. WELDS SHALL BE MADE USING A FILLERMETAL HAVING 70 KSI MINIMUM TENSILE STRENGTH, FILLER METAL SHALL HAVE A MINIMUM CHARPYV-NOTCH TOUGHNESS OF 20 FT-LBS AT 0 DEGREES FAHRENHEIT, UNLESS NOTED OTHERWISE.5.WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WELD SIZE SHALL BEAISC MINIMUM UNLESS A LARGER SIZE IS NOTED.6.WELDING TESTS AND INSPECTIONS, SEE SPECIFICATIONS.7.PAINT PRIME OR GALVANIZE EXPOSED STEEL.POST INSTALLED ANCHORS1.EXPANSION AND SCREW ANCHORS SHALL BE IN CONFORMANCE WITH ACI 318, APPENDIX D AND ICC-ESACCEPTANCE CRITERIA AC 193.2.ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS.3.HOLES DRILLED INTO REINFORCED CONCRETE SHALL NOT DAMAGE OR CUT EXISTING REINFORCING STEEL.HOLES DRILLED INTO PRE-STRESSED OR POST-TENSIONED CONCRETE SHALL HAVE A CLEARANCE OF 1"MINIMUM FROM TENDONS. LOCATE EXISTING TENDONS USING NON-DESTRUCTIVE METHODS PRIOR TODRILLING.4.EPOXY ADHESIVE USED FOR SETTING DOWELS AND ANCHORS SHALL BE IN CONFORMANCE WITH ACI318APPENDIX D AND ICC-ES ACCEPTANCE CRITERIA AC 308.5.ANCHORS OR DOWELS EMBEDDED IN EPOXY SHALL BE INSTALLED PER THE MANUFACTURER'SINSTRUCTIONS.6.HOLES RECEIVING EPOXIED ANCHORS SHALL BE CLEAN AND FREE OF DUST PRIOR TO APPLYING EPOXYADHESIVE.7.EPOXY ANCHORS SHALL NOT BE INSTALLED IN THE UNDERSIDE OF FLOORS OR ROOFS.8.EXPANSION AND EPOXY ANCHORS SHALL BE AS NOTED ON PLANS.9.APPROVED ANCHORING METHODS ARE TO BE USED FOR ANCHORING EQUIPMENT AS SPECIFIED ONDRAWINGS. CLEAN ENERGY AND ENGINEER SHALL BE NOTIFIED AND CONSULTED FOR ANY REQUIREDCORRECTION METHODS FOR MISPLACED BOLTS OR ANCHORS.
TYPEPERIODIC SPECIALINSPECTION1.INSPECTION OF REINFORCINGSTEEL, INCLUDING PRESTRESSINGTENDONS, AND PLACEMENT.2.REINFORCING BAR WELDING:a.VERIFY WELDABILITY OFREINFORCING BARS OTHERTHEN ASTM A 706;b.INSPECT SINGLE-PASS FILLETWELDS, MAXIMUM 516"; ANDc.INSPECT ALL OTHER WELDS.3.INSPECT ANCHORS CAST IN CONCRETE.4.INSPECT ANCHORSPOST-INSTALLED IN HARDENEDCONCRETE MEMBERS.a.ADHESIVE ANCHORSINSTALLED IN HORIZONTALLYOR UPWARDLY INCLINEORIENTATION TO RESISTSUSTAINED TENSION LOADS.b.MECHANICAL ANCHORS ANDADHESIVE ANCHORS NOTDEFINED IN 4.a.5.VERIFYING USE OF REQUIREDDESIGN MIX.6.PRIOR TO CONCRETE PLACEMENT,FABRICATE SPECIMENS FORSTRENGTH TEST, PERFORMSLUMP AND AIR CONTENT TEST,AND DETERMINE THETEMPERATURE OF THECONCRETE.7.INSPECTION OF CONCRETE ANDSHOTCRETE PLACEMENT FORPROPER APPLICATIONTECHNIQUES.8.VERIFY MAINTENANCE OFSPECIFIED CURING TEMPERATUREAND TECHNIQUES.9.INSPECTION OF PRESTRESSEDCONCRETE:a.APPLICATION OFPRESTRESSING FORCES.b.GROUTING OF BONDEDPRESTRESSING TENDONS10.INSPECT ERECTION OF PRECASTCONCRETE MEMBERS.11.VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TOSTRESSING OF TENDONS INPOST-TENSIONED CONCRETE ANDPRIOR TO REMOVAL OF SHORESAND FORMS FROM BEAMS ANDSTRUCTURAL SLABS.12.INSPECT FORMWORK FOR SHAPE,LOCATION AND DIMENSIONS OFTHE CONCRETE MEMBER BEINGFORMED.REFERENCEDSTANDARDNOTE:a.WHERE APPLICABLE, SEE ALSO SECTION 1705.12, SPECIAL INSPECTION FOR SEISMIC RESISTANCE.b.SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH FOR THE ANCHOR ISSUED BY ANAPPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFICREQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGNPROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL TO THE COMMENCEMENT OF THE WORK.IBCREFERENCEaAWS D1.4ACI 318: 26.5.4--ASTM C 172ASTM C 31ACI 318:26.4.5, 26.121908.10ACI 318: 26.4.7-26.4.91908.6, 1908.7,1908.8XACI 318: 26.10.2-XACI 318: CH 19, 26.4.3,26.4.41904.1, 1904.2,1908.2, 1908.3ACI 318: 17.8.2.4XACI 318: 26.9.2.1-XACI 318: CH. 20, 25.2, 25.3,26.5.1-26.5.31908.4ACI 318: 17.8.2CONTINUOUSSPECIAL INSPECTION-XACI 318: 17.8.2TABLE 1705.3 REQUIRED SPECIAL INSPECTION AND TEST OF CONCRETE CONSTRUCTIONXX---X--X-X--XACI 318: 26.4.7-26.4.91908.9---ACI 318: 26.9.2.3X-X-ACI 318: CH. 26.8-ACI 318: 26.10.1(b)-X-VERIFICATION AND INSPECTION TASKCONTINUOUSDURING TASK LISTED1.VERIFY MATERIALS BELOW SHALLOWFOUNDATIONS ARE ADEQUATE TO ACHIEVE THEDESIGN BEARING CAPACITY.2.VERIFY EXCAVATIONS ARE EXTENDED TOPROPER DEPTH AND HAVE REACHED PROPERMATERIAL.3.PERFORM CLASSIFICATION AND TESTING OFCOMPACTED FILL MATERIALS.4.VERIFY USE OF PROPER MATERIALS, DENSITIESAND LIFT THICKNESSES DURING PLACEMENTAND COMPACTION OF COMPACTED FILL.5.PRIOR TO PLACEMENT OF COMPACTED FILL,OBSERVE SUBGRADE AND VERIFY THAT SITEHAS BEEN PREPARED PROPERLY.PERIODICALLYDURING TASK LISTED-X-X-X-X-XTABLE 1705.6 REQUIRED SPECIAL INSPECTION AND TEST OF SOILSVERIFICATION AND INSPECTION TASKCONTINUOUSDURING TASK LISTED1.VERIFY ELEMENT MATERIALS, SIZES AND LENGTHS COMPLYWITH THE REQUIREMENTS.2.DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCTADDITIONAL LOAD TESTS, AS REQUIRED.3.OBSERVE DRIVING OPERATIONS AND MAINTAIN COMPLETEAND ACCURATE RECORDS FOR EACH ELEMENT.4.VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRMTYPE AND SIZE OF HAMMER, RECORD NUMBER OF BLOWS PERFOOT OF PENETRATION, DETERMINE REQUIREDPENETRATIONS TO ACHIEVE DESIGN CAPACITY, RECORD TIPAND BUTT ELEVATIONS AND DOCUMENT ANY DAMAGE TOFOUNDATION ELEMENT.5.FOR STEEL ELEMENTS, PERFORM ADDITIONAL INSPECTIONS INACCORDANCE WITH SECTION 1705.26.FOR CONCRETE ELEMENTS AND CONCRETE-FILLEDELEMENTS, PERFORM ADDITIONAL INSPECTIONS INACCORDANCE WITH SECTION 1705.37.FOR SPECIALTY ELEMENTS, PERFORM ADDITIONALINSPECTIONS AS DETERMINED BY THE REGISTERED DESIGNPROFESSIONAL IN RESPONSIBLE CHARGE.PERIODICALLYDURING TASK LISTEDXXXX----------TABLE 1705.7 REQUIRED SPECIAL INSPECTION AND TEST OF DRIVEN DEEP FOUNDATIONS ELEMENTSIF REQ'D TYPE OFINSPECTIONREQ'D?Y/NREDUCED PLAN
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CODE COMPLIANCE TABLES
21330.00PBMLG0.1"IFC SECTION 2308 (IFGC SECTION 413)COMPRESSED NATURAL GAS MOTORFUEL-DISPENSING FACILITIES"SECTIONCODE DESCRIPTIONCOMPLYNOTES2308.3(413.3)LOCATION OF DISPENSING OPERATIONS AND EQUIPMENT.COMPRESSION, STORAGE AND DISPENSING EQUIPMENT SHALL BELOCATED ABOVE GROUND, OUTSIDE. Yes No N/A2308.3.1(413.3.1)"LOCATION ON PROPERTY. COMPRESSION, STORAGE ANDDISPENSING EQUIPMENT SHALL BE INSTALLED AS FOLLOWS:1. NOT BENEATH POWER LINES.2. 10 FT (3048 MM) OR MORE FROM THE NEAREST BUILDING OR LOTLINE THAT COULD BE BUILT ON, PUBLIC STREET, SIDEWALK ORSOURCE OF IGNITION.3. 25 FT (7620 MM) OR MORE FROM THE NEAREST RAIL OF ANYRAILROAD TRACK AND 50 FEET (15 240 MM) OR MORE FROM THENEAREST RAIL OF ANY RAILROAD MAIN TRACK OR ANY RAILROADOR TRANSIT LINE WHERE POWER FOR TRAIN PROPULSION ISPROVIDED BY AN OUTSIDE ELECTRICAL SOURCE, SUCH AS THIRDRAIL OR OVERHEAD CATENARY.4. 50 FT (15,240 MM) OR MORE FROM THE VERTICAL PLANE BELOWTHE NEAREST OVERHEAD WIRE OF A TROLLEY BUS LINE. Yes No N/A2308.4(413.5)PRIVATE FUELING OF MOTOR VEHICLES. SELF-SERVICECNG-DISPENSING SYSTEMS, INCLUDING KEY, CODE AND CARDLOCK DISPENSING SYSTEMS, SHALL BE LIMITED TO THE FILLING OFPERMANENTLY MOUNTED FUEL CONTAINERS ON CNG-POWEREDVEHICLES. Yes No N/A2308.5(413.6)PRESSURE REGULATORS. PRESSURE REGULATORS SHALL BEDESIGNED AND INSTALLED OR PROTECTED SO THAT THEIROPERATION WILL NOT BE AFFECTED BY THE ELEMENTS (FREEZINGRAIN, SLEET, SNOW OR ICE), MUD OR DEBRIS. THE PROTECTION ISALLOWED TO BE AN INTEGRAL PART OF THE REGULATOR. Yes No N/A2308.6(413.7)VALVES. GAS PIPING TO EQUIPMENT SHALL BE PROVIDED WITH AREMOTE, READILY ACCESSIBLE MANUAL SHUTOFF VALVE. Yes No N/AMANUAL BALL VALVE AFTERMETER SET ASSEMBLY2308.7(413.8)EMERGENCY SHUTDOWN CONTROL. AN EMERGENCY SHUTDOWNCONTROL SHALL BE LOCATED WITHIN 75 FEET (22 860 MM) OF, BUTNOT LESS THAN 25 FEET (7620 MM) FROM, DISPENSERS AND SHALLALSO BE PROVIDED IN THE COMPRESSOR AREA. UPON ACTIVATION,THE EMERGENCY SHUTDOWN SYSTEM SHALL AUTOMATICALLYSHUT OFF THE POWER SUPPLY TO THE COMPRESSOR AND CLOSEVALVES BETWEEN THE MAIN GAS SUPPLY AND THE COMPRESSORAND BETWEEN THE STORAGE CONTAINERS AND DISPENSERS. Yes No N/A2308.8.1.1(413.9.1)CLOSED TRANSFER SYSTEM. A DOCUMENTED PROCEDURE THATEXPLAINS THE LOGICAL SEQUENCE FOR DISCHARGINGTHECYLINDER SHALL BE PROVIDED TO THE FIRE CODE OFFICIAL FORREVIEW AND APPROVAL. THE PROCEDURE SHALL INCLUDE WHATACTIONS THE OPERATOR WILL TAKE IN THE EVENT OF ALOW-PRESSURE OR HIGH-PRESSURE NATURAL GAS RELEASEDURING THE DISCHARGING ACTIVITY. A DRAWINGILLUSTRATINGTHE ARRANGEMENT OF PIPING, REGULATORS ANDEQUIPMENT SETTINGS SHALL BE PROVIDED TO THE FIRE CODEOFFICIAL FOR REVIEW AND APPROVAL. THE DRAWING SHALLILLUSTRATE THE PIPING AND REGULATOR ARRANGEMENT ANDSHALL BE SHOWN IN SPATIAL RELATION TO THE LOCATION OF THECOMPRESSOR, STORAGE VESSELS AND EMERGENCY SHUTDOWNDEVICES. Yes No N/ASECTION 2308.3 ONLYAPPLIES TO DEFUELINGOPERATION.2308.8.1.2(413.9.2)ATMOSPHERIC VENTING. ATMOSPHERIC VENTING OF CNG SHALLCOMPLY WITH SECTIONS 2308.8.1.2.1 THROUGH 2308.8.1.2.6. Yes No N/A"2308.8.1.2.1(413.9.2.1)PLANS AND SPECIFICATIONS. A DRAWING ILLUSTRATING THELOCATION OF THE VESSEL SUPPORT, PIPING, THE METHOD OFGROUNDING AND BONDING, AND OTHER REQUIREMENTS SPECIFIEDHEREIN SHALL BE PROVIDED TO THE FIRE CODE OFFICIAL FORREVIEW AND APPROVAL. Yes No N/A"2308.8.1.2.2(413.9.2.2)CYLINDER STABILITY. A METHOD OF RIGIDLY SUPPORTING THEVESSEL DURING THE VENTING OF CNG SHALL BE PROVIDED. THESELECTED METHOD SHALL PROVIDE NOT LESS THAN TWO POINTSOF SUPPORT AND SHALL PREVENT THE HORIZONTAL AND LATERALMOVEMENT OF THE VESSEL. THE SYSTEM SHALL BE DESIGNED TOPREVENT THE MOVEMENT OF THE VESSEL BASED ON THE HIGHESTGASRELEASE VELOCITY THROUGH VALVE ORIFICES AT THEVESSEL’S RATED PRESSURE AND VOLUME. THE STRUCTURE ORAPPURTENANCE SHALL BE CONSTRUCTED OF NONCOMBUSTIBLEMATERIALS. Yes No N/A"2308.8.1.2.3(413.9.2.3) Yes No N/A"2308.8.1.2.4(413.9.2.4)GROUNDING AND BONDING. THE STRUCTURE OR APPURTENANCEUSED FOR SUPPORTING THE CYLINDER SHALL BE GROUNDED INACCORDANCE WITH NFPA 70. THE CYLINDER VALVE SHALL BEBONDED PRIOR TO THE COMMENCEMENT OF VENTINGOPERATIONS. Yes No N/A"2308.8.1.2.5(413.9.2.5)VENT TUBE. A VENT TUBE THAT WILL DIVERT THE GAS FLOW TOATMOSPHERE SHALL BE INSTALLED ON THE CYLINDER PRIOR TOCOMMENCEMENT OF THE VENTING AND PURGING OPERATION. THEVENT TUBE SHALL BE CONSTRUCTED OF PIPE OR TUBINGMATERIALS APPROVED FOR USE WITH CNG IN ACCORDANCE WITHCHAPTER 53. THE VENT TUBE SHALL BE CAPABLE OF DISPERSINGTHE GAS NOT LESS THAN 10 FEET (3048 MM) ABOVE GRADE LEVEL.THE VENT TUBE SHALL NOT BE PROVIDED WITH A RAIN CAP OROTHER FEATURE THAT WOULD LIMIT OR OBSTRUCT THE GAS FLOW.AT THE CONNECTION FITTING OF THE VENT TUBE AND THE CNGCYLINDER, A LISTED BIDIRECTIONAL DETONATION FLAMEARRESTER SHALL BE PROVIDED. Yes No N/A"2308.8.1.2.6(413.9.2.6)SIGNAGE. APPROVED “NO SMOKING” SIGNS COMPLYING WITHSECTION 310 SHALL BE POSTED WITHIN 10 FEET (3048 MM) OF THECYLINDER SUPPORT STRUCTURE OR APPURTENANCE. APPROVEDCYLINDER SHALL BE BONDED SIGNS SHALL BE POSTED ON THECYLINDER SUPPORT STRUCTURE OR APPURTENANCE. Yes No N/A"XXXSEPARATION DISTANCE FOR ATMOSPHERIC VENTING OF CNGTABLE 2308.8.1.2.3151525BuildingsBuilding openingsCNG compressor and storgae vesselsCNG dispensersLot linesPublic waysVehiclesEQUIPMENT OR FEATUREMIN SEPARATION (ft)25252525XXXXXXXXXXX
TIME FILL STATION ELEVATIONS (1" = 5')SHUTDOWNNATURAL GASCOMPRESSEDEMERGENCY(N) CALTRANS TYPE KBARRIER RAIL (TYP)(N) ESD POST20'12'(E) LIGHT POLE(N) FIRE EXTINGUISHERSHUTDOWNNATURAL GASCOMPRESSEDEMERGENCY60' O.C. TYPSHUTDOWNNATURAL GASCOMPRESSEDEMERGENCY60' MAX. O.C. TYPREFER TO PLAN FORREQUIRED BOLLARDPROTECTION(N) ESD POST(N) FIRE EXTINGUISHEREQEQ3'FROM PARKING STRIPINGFROM PARKING STRIPING3'PLAN SOUTH ELEVATION(N) ESD POST(N) FIRE EXTINGUISHERSOUTH ELEVATION (N) COMM PANEL(N) DRYER(N) DUPLEX ANGICOMPRESSOR(N) LIGHT POLE(N) MSA(N) DUPLEX ANGICOMPRESSOR(N) LIGHT POLE(N) MSA(N) MSG(N) DRYERNORTH ELEVATION EAST ELEVATION WEST ELEVATION (N) MSG(N) ANGI MCP(N) LIGHT POLE6'
6'
6'
6'61'61'27(N) MSGNO SMOKINGFLAMMABLE GAS140CNG6'27(N) VENT(N) STORAGE VESSEL14'-2"12'(N) 4" Ø CONCRETEBOLLARDS AT4' O.C., (TYP)(N) TRANSFORMER(N) TRANSFORMER(E) LIGHT POLE3'-6"LUG(N) COM BOX(N) LUG BOXMREDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UNAUTHORIZ ED USE, REPROD UCTION , PU BLIC ATI ON, DISTRIBUT ION OR SALE IN W HOLE OR IN PART, IS STRICT LY FO RBIDDEN .
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
ISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251 PBNTSWSNENOTES1. COLOR IS TO MATCH PANTONE COLOR SYSTEM OR EQUIVALENT 1101 HIGH GLOSS LACQUER ENAMEL OR EQUIVALENT.Feet1050BOLLARD COLOR CHARTPANTONE 3500 CCNG COMPOUND PLANc:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\C0.1-GENERAL ARRANGEMENT AND ELEVATIONS.DWG02/28/20258/7/2025 11:51:20 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
GENERAL ARRANGEMENT & ELEVATIONS FASTFILL
21330.00PBMLC0.1
M(N) MSA(N) FENCE61'27'(N) (2) MAN GATES(N) ANGI DUPLEX 200 HP SKID(N) 23' STORAGE VESSEL(N) PRIORITY PANEL(N) REMOVABLEBOLLARDS(N) BOLLARDS(N) TRANSFORMERBY OTHERS(N) SWITCHGEAR
(N) ANGI MOTORCONTROL PANEL(N) 21-6 PSB DRYER(N) LUG BOX(N) DOUBLE GATETYP.(N) CE COM PANEL(N) ANGI COM PANEL13'5'9'9'-4"3'5'-4"8'-6"6'4'2'16'-6"10'-2"13'-6"14'-7"25'9'-10"12'10'20'-9"6'6'6'7'-5"3'12'8'-6"6'-6"C3.071C3.02
C3.0
4
C3.0
3C3.0C2.1G14'-2"C3.05C2.0DC3.08M(N) MSA12'74'61'27'216'(E) LIGHT POLETYPICAL OF 3(E) BLOCK HEATER OUTLET POST TYPICAL OF 828'36'-6"10'SET BACK(N) EQUIPMENT COMPOUND(1)ANGI DUPLEX 200 HP SKID(1) PRIORITY PANEL(1) STORAGE VESSEL(1) PSB 21-6 DRYER(1) SWITCHBOARD(1) COMMUNICATION BOX(N) CHAINLINK FENCE AND GATES(N) BOLLARDS(N) FUELING AREA35 PARKING STALLS17 DUAL-HOSE POSTS1 SINGLE HOSE POST4 ESD POSTS(E)ENTRANCE/EXIT(E)ENTRANCE/EXIT(N) JERSEY BARRIERC2.1E(N) TIMEFILL POSTC2.1D(N) WHEEL STOPC2.1FPLPL (N) BOLLARDSC3.08OVERALL SITE PLAN (1" = 30')REDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UN AUTHORI ZED US E, R EPRODUCTION, PUBL ICATION , D ISTRIBU TI ON OR SALE I N WHO LE OR IN PART, I S ST RIC TL Y FORBIDDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
ISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251 PB
c:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\C1.0-SITE PLAN.dwg08/07/20258/7/2025 11:52:10 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
SITE PLAN
21330.00PBMLC1.01. ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED AS SHOWN IN THE NATIONAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS EXCEPT AS NOTED ON THE PLANS.2. ALL CURB RADII ARE SHOWN TO THE FACE OF CURB AND ALL DIMENSIONS ARE TO FACE OF CURB, WHERE APPLICABLE, UNLESS OTHERWISE NOTED.3. ALL 3' GATES SHALL BE SPACED TO OPEN FREELY AND MISS ANY BOLLARDS WHEN OPENED4. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY CORNERS.5. CONTRACTOR SHALL MATCH EXISTING PAVEMENT AND CURB & GUTTER IN GRADE, SIZE, TYPE, ANDALIGNMENT AT ADJACENT ROADWAYS/ DRIVEWAYS.6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC.REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS.7. ALL PAVEMENT PAINT SHALL BE SHERWIN WILLIAMS "PROMAR TRAFFIC MARKING", WHITE ON ASPHALT,YELLOW ON CONCRETE. PAINT SHALL BE APPLIED IN TWO (2) COATS TO A CLEAN, DRY SURFACE USINGTEMPLATE OR STRIPING MACHINE. STRIPES SHALL BE 4" WIDE UNLESS OTHERWISE NOTED.GENERAL NOTESWSNE03060901" = 30'15ENLARGED SITE PLAN (1" = 8')LPGRAVEL
TIE WIREAT 12" O.C.(TYP)FINISHED SURFACECAP, SEE NOTE 11-5/8" O.D.TOP RAIL1 - 5/8" O.D.BOTTOM RAILSTEEL BAND,SEE NOTE 2POST(SEE NOTE 3)TENSIONBAR2"6' (TYP)LOCKABLELATCHWALK GATE3'-6"8' POST SPACINGCONCRETE FOOTING3'-0" CLEARN.T.S.BLACK VINYL FENCE-DLINE POST (TYP)(SEE NOTE 3)3' (TYP)LOCK BOXPANIC HARDWAREHOOVER FENCE CO.D-6045 SURFACE MOUNT EXITBAR - SUPERIOR KIT WITH LOCK BOXMOUNTING PLATEFENCE NOTES:1.WIRE GAUGE SHALL CONFORM WITH AHJ'S STANDARDSFOR SECURITY FENCE.2.SECURE DRIVE-FIT GALVANIZED CAP TO POST WITH 1/4"ROUND-HEAD RIVET.3.STEEL BANDS AT TENSION BARS SHALL BE 1/8"X1" MINIMUM,SPACED AT MAXIMUM 16" O.C.4.SLOPE POSTS USED AT GRADE CHANGES GREATER THAN5%.5.ALL GATES SHALL BE LOCKABLE.6. ALL 3'-0" GATES SHALL HAVE A SURFACE MOUNTED PANIC BAR INSTALLED.A. HARDWARE SHALL BE INSTALLED 36" ABOVE FINISHED GRADE.B. KEYED ENTRY IS REQUIRED AT ALL 3' WALK GATES.C. NO PANIC HARDWARE IS REQUIRED AT DOUBLE GATES.7.POST SPACING SHALL BE A MAXIMUM OF 8'-0" O.C.8.EMBEDDED POST BASE SHOWN. IF SURFACE MOUNTED,PROVIDE 1/2" TK STL BASE PLATE W/ PROVISIONS FORFOUR 1/2" Ø ANCHOR BOLTS INTO CONCRETE.9.WALK GATE (INCLUDE DOOR SWING) TO BEUNOBSTRUCTED BY BOLLARDS. COORDINATE LOCATION TOBE BETWEEN BOLLARDS AS SHOWN IN C-1.0.6' (TYP)4'-6"1'-2"2"LOCKABLELATCHDOUBLE GATE6'-8"CONCRETE FOOTING6' (TYP)6'-0" CLEARTYPICALREDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UN AUTHORI ZED US E, R EPRODUCTION, PUBL ICATION , D ISTRIBU TI ON OR SALE I N WHO LE OR IN PART, I S ST RIC TL Y FORBIDDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
ISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251 PB
c:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\C2.0 SITE DETAILS.dwg04/09/20258/7/2025 11:52:21 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
SITE DETAILS 1 OF 2
21330.00PBMLC2.0
N.T.S.JERSEY BARRIER ANDWHEEL STOP ANCHORAGEE-N.T.S.BARRIER MOUNTEDESD & FUEL POSTSFIRE EXTINGUISHERAND CABINETEMERGENCY SHUTDOWNSTATION (EFS21095)7' MIN 10'EX.SURFACETOP OF FIREEXTINGUISHERCABINET = 60" MAX SHUTDOWNNATURAL GASCOMPRESSEDEMERGENCYESD POSTTIME FILLFUEL POSTASSEMBLYJERSEY BARRIERCNG FILL HOSE WITH INLINE BREAKAWAY,NGV1 NOZZLE, HOSE RETRACTOR ANDSPIRAL WRAP HOSE PROTECTORVENTJERSEY BARRIER42"12"Ø STRONG-BOLTANCHORS,EMBEDDED 3.5"(2) EACH SIDE TYP.12"Ø STRONG-BOLTANCHORS,EMBEDDED 3.5"(2) EACH SIDE TYP.-D3" CLEAR(MAX)AAEXISTINGSURFACEUSE 1-1/4" x 26" PINTHROUGH ALL FOURCONNECTING LOOPSNOTES:A. 2' EMBEDMENT IN PAVEMENT; 3' EMBEDMENT IN COMPACTED MATERIAL.B. CONTRACTOR SHALL INSTALL WHEEL STOPS IN ORDER TO PROVIDE 2' MINIMUM CLEARANCE FROM JERSEY BARRIER TO ANY VEHICLE.3/8" TOOLED EDGETYP.1/2" MAX CLEARANCE8"GROUT HOLE FULL2'12"1/2" STD. PIPE OR 3/4" REINF RODSHALL BE PLACED PRIOR TO SURFACINGOR IN A HOLE DRILLED IN THE FINISHEDSURFACE WITH A TIGHT FIT OBTAINED BYAN APPROVED METHOD, OR DRIVEN INTOTHE SURFACING.2-#3s10"8'N.T.S.WHEEL STOP DETAILF-WHEEL STOP12' 1'8'3'4'4'K-RAIL4'3'6" DIA.BOLLARDS 1'8' 1'8'4'8'3'PARKINGSTRIPE,TYP.1/2"EXPANSIONJOINTLIGHT POLEAND FIXTURE,TYPICAL PERELECTRICAL PLANSJOINTSEALERN.T.S.LIGHT POLEPREFORMEDJOINT MATERIALFINISHEDSURFACEMATCHPAVEMENTTHICKNESSOR 6" MIN 3'20'OPTIONAL SECONDLIGHT FIXTURESEE DETAIL 7/C3.0FOR FOUNDATIONDETAIL18'SECURITY CAMERAS,SEE CAMERA PLANFOR LOCATIONS-A(CNG COMPOUND)5" THK. PCCW/ 4x4 W1.4 x W1.4 WWF6" TYPE II AGG. BASEPCC PAVEMENT UNDER CANOPY8" TYPE II AGG. BASE8" THK. PCC CONC.(4,000 PSI) W/ #5 BARS@12" O.C. EA. WAYPAVEMENT SECTIONSN.T.S.B-6" THK. 3/4" CLEANSTONECOMPACTED SUBGRADEPER GEOTECH REPORT(CNG COMPOUND)GRAVEL SURFACEGEOTEXTILEFABRICHOUSE KEEPING PAD 321A-A2'0"1" DIA. REBAR DOWELEDINTO CONCRETE PAVEMENT12" EMBEDMENT. 6 FT C/C ON EACHSIDESEE
NOTE A NO. 4 REBAR (TYP)(2 LOCATIONS PERWHEEL STOP)8' X 12" WIDE X 10" TALLCONCRETE WHEEL STOP3,000 PSI (MIN)10" TOPWIDTH (MAX)6"CONCRETE SLAB(f'c = 3000 psi)WITH 65 KSI W4/ W 4,4" X 4" WIRE MESHPER ASTM 10644'0"3"CLR.TYP.COMPACTED BACKFILLPER PROJECT SPEC.ASPHALT, SEE CIVILDRAWINGS, TYP.PRE-CAST K-RAIL 10'OR 20' LONG SECTIONASPHALT CEMENT (AC) PAVEMENT4" TYPE II AGG. BASE5.5" ASPHALT CEMENT4COMPACTED SUBGRADEPER GEOTECH REPORTCOMPACTED SUBGRADEPER GEOTECH REPORTCOMPACTED SUBGRADEPER GEOTECH REPORTHEAVY DUTYREDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UN AUTHORI ZED US E, R EPRODUCTION, PUBL ICATION , D ISTRIBU TI ON OR SALE I N WHO LE OR IN PART, I S ST RIC TL Y FORBIDDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
ISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251 PB
c:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\C2.0 SITE DETAILS.dwg04/09/20258/7/2025 11:52:25 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
SITE DETAILS 2 OF 2
21330.00PBMLC2.1
REDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UN AUTHORI ZED US E, R EPRODUCTION, PUBL ICATION , D ISTRIBU TI ON OR SALE I N WHO LE OR IN PART, I S ST RIC TL Y FORBIDDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
ISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251 PBDESIGN LOADS: (SEE MANUFATURER'S CUT SHEET FOR ACTUAL EQUIPMENT LOAD)DEAD LOADSEQUIPMENT:a.ELECTRICAL EQUIPMENT = 2000#b.COMPRESSOR = 17000# / CLEAN 2.0c.STORAGE VESSELS = 25,000#d.DRYER = 7,810#RISK CATEGORY: IISITE CLASS: DGEOTECHNICAL REPORT:PREPARED BY: PSIPROJECT No. 05322692DATE: 08/25/2023GENERAL NOTES:1.DESIGN PARAMETERS:a.ASCE 7-16b.AISC MANUAL OF STEEL CONSTRUCTION 14TH EDITIONc.ACI 318-19d.ACI 530-16e.ACI 360-R (SLABS ON GRADE)f.AWS D1.1-15g.ASTM (AMERICAN SOCIETY FOR TESTING & MATERIALS)h.C160 CRSI (CONCRETE REINFORCING STEEL INSTITUTE)c:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\C3.0 STRUCTURAL DETAILS.dwg4/9/20258/7/2025 11:52:35 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
STRUCTURAL DETAIL
21330.00PBMLC3.0CONCRETE MAT FOUNDATION W/#5@12"OC EACH WAY, TOP ANDBOTTOM.SEE NOTE 1.6 MAX/MIN
112"
CLR.
3"
CLR.1'-6" MIN.UNO3"CLR.TYP.SEE PLAN12"
1"-6"HOUSE KEEPINGSLAB ORGRAVEL SEE PLAN1/2"=1'-0"CEC SINGLE COMPRESSOR PAD SECTION41/2" = 1'-0"DRYER PAD SECTION CONCRETE MATFOUNDATION w/#5@12"OC EACHWAY, TOP ANDBOTTOM.HOUSEKEEPING SLAB ORCOMPACTED GRAVEL(SEE PLAN)1'-6" MIN.UNO6" MAX.SEE NOTE 1SEE PLAN12"
1'-6"3"CLR.TYP.112"
CLR3 CONCRETE MATFOUNDATION W/#5@12"OC CENTERED.HOUSEKEEPING SLAB ORCOMPACTED GRAVELSEE PLAN1'-6" MIN.UNO6" MAX.SEE NOTE 1SEE PLAN12"
1'-6"3"CLR.TYP.1/2" = 1'-0"ELECTRICAL EQUIPMENT PAD SECTION2INSTALL 1" STEEL PLATESPACER AT HIGH END, IFNOT PROVIDED BYMANUFACTURERDRAIN, TYP.SLOPE1/2" = 1'-0"STORAGE VESSEL PAD SECTION - 3 TANKS1CONCRETE MAT FOUNDATIONw/ #5@12"OC EACH WAY, TOPAND BOTTOM.HOUSEKEEPINGSLAB OR GRAVELSEE PLAN1'-6" MIN.UNO6" MAX.SEE NOTE 1SEE PLAN1'-0"1'-6"3"CLR.TYP.112"CLR
FOUNDATION NOTES:1.SEE GEOTECH REPORT FOR EXCAVATION, SUBGRADE IMPROVEMENTAND BACKFILL MATERIALS.3/4" = 1'-0"BOLLARD TYPE B - REMOVABLE18"Ø CONCRETEFOUNDATION, TYP.GREASED PLASTIC SLEEVE.4'-6"3'-6" MINIMUM CAP PL18, TOPAND BOTTOM.SHALL BE 6"Ø SCHEDULE40 PIPE, TYP.FINISH PAVEMENTOR GRADE, TYP.1'-0"DRILL 1" DIA.HOLE THRUBOLLARD1'-0"53/4" = 1'-0"BOLLARD TYPE C - DISPENSERSBOLLARD SHALL BE 6"ØSCHEDULE 40 CONCRETEFILLED PIPE, TYP.FINISH PAVEMENTOR GRADE, TYP.18"Ø CONCRETEFOUNDATION, TYP.3'-6"4'-6"
1'-0"GROUT CAP, SEE CIVILDRAWINGS, TYP.6MANUFACTURER PROVIDED ANCHORLOCATION.APPLY LOCTITE 242 TO THREADS PRIORTO PLACING NUT. PROPERLY INSTALL ANDTORQUE ANCHORS. ALLOW LOCTITE TOCURE FOR 24 HOURS PRIOR TO TURNINGEQUIPMENT.PROVIDE FLOWABLE NON-SHRINK GROUTAFTER ANCHORS ARE INSTALLED UNDERCLIP, IF REQD. THICKNESS VARIES.INSTALLATION SEQUENCE NOTES:1.SET UNIT.2.DRILL AND CLEAN ALL HOLES.3.INSTALL ANCHORS PER PUBLISHED ICCREPORT AND TORQUE BOLTS.ANCHOR ASSEMBLY, SEEEQUIPMENT DETAILS.FLAT WASHERS TO MATCHDIAMETER OF ANCHOR IFREQUIRED, QUANTITY PERLOCATION.EMBEDMENT2"
MINIMUM
VARIES
PROJECTIONCONCRETE PAD,SEE PLAN.NOTES:1.ANCHORAGE FOR EQUIPMENT TO BE INSTALLED INMANUFACTURER'S PROVIDED LOCATIONS.2.NUMBER OF ANCHORS PROVIDED IN THE EQUIPMENT DETAILSARE THE MINIMUM REQUIRED TO RESIST ENVIRONMENTALLOADS. ALL ANCHORAGE LOCATIONS PROVIDED BYMANUFACTURER TO BE ANCHORED PER THIS DETAIL, UNO.3.CONTRACTOR TO VERIFY MAT REINFORCING PRIOR TODRILLING HOLES. DO NOT DAMAGE MAT REINFORCING.3"=1'-0"TYPICAL EQUIPMENT ANCHORAGE DETAILEQUIPMENT ANCHORAGE SCHEDULE (SEE NOTES BELOW)EQUIPMENT TYPEANCHORQUANTITYANCHORSIZEANCHOR TYPEEMBED."E"PROJ."P"ISTALLATIONTORQUE (SEENOTES)COMPRESSOR145/8" ØHIT-RE 500 V3 + HAS-V-36 (ASTM F1554GR.36) 5/8. 2198025 HAS-V-36 5/8"X8"(ELEMENT) / 2123401 HIT-RE 500 V3(ADHESIVE). H = 6.000 IN. (H = -IN)6"2 1/2"80 FT. LBS.STORAGE VESSEL87/8"ØHIT-RE 500 V3 + HAS-V-36 (ASTM F1554GR.36) 5/8. 2198025 HAS-V-36 5/8"X8"(ELEMENT) / 2123401 HIT-RE 500 V3(ADHESIVE). H = 6.000 IN. (H = -IN)8"2 1/2"80 FT. LBS.DRYER43/4"ØHIT-RE 500 V3 + HAS-V-36 (ASTM F1554GR.36) 5/8. 2198025 HAS-V-36 5/8"X8"(ELEMENT) / 2123401 HIT-RE 500 V3(ADHESIVE). H = 6.000 IN. (H = -IN)6"2 1/2"80 FT. LBS.MISC. EQUIPMENTVARIES3/8"ØHILTI KWIK BOLT TZ SS304 (ESR-1917) ORGALVANIZED ROD W/ HILTI HIT-RE 500-SDEPOXY (ESR-3814)212"1 1/2"30 FT. LBS.FILL / ESD POST41/2"ØHILTI KWIK BOLT TZ SS304 (ESR-1917) ORGALVANIZED ROD W/ HILTI HIT-RE 500-SDEPOXY (ESR-3814)312"1 1/2"30 FT. LBS.4. PROVIDE DOUBLE NUT AS REQUIRED PERVENDOR INSTALLATION BOOK FORVIBRATING MACHINE ANCHORAGE.5. BOLT PROJECTION "P" IN ABOVE TABLEMUST INCLUDE GROUT THICKNESS IFGROUT REQUIRED6. ANCHORAGE TORQUE VALUE SHALL BEPER MPII - (MANUFACTURER'S PRINTEDINSTALLATION INSTRUCTIONS)636"Ø CONCRETE FOUNDATION W/ #4 TIES@12"OC MAX., TYP.INSTALL J-BOLTS ORANCHOR W/ WASHER,SUPPLIED BY LIGHTPOLE VENDOR, OR(12"DIA; 14" OA LENGTH;10" EMBED.)112" NON-SHRINK LEVELINGGROUT MINIMUM.20' HT. LIGHT POST9" SQ. MIN.12" SQ. MAX.4'-0"3'-0"3" CLR.3" CLR.TYP.2-#4 TIESIN TOP 5"112" CLR.A#4 TIES.(6) #6 VERTICALBARS.STAGGER HOOKS.3/4" = 1'-0"LIGHT POST FOUNDATION - IMPACTFINISH PAVEMENTOR GRADE, TYP.ASECTIONAT CNG COMPOUND ONLY7
REDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
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THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
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4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
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c:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\C3.0 STRUCTURAL DETAILS.dwg4/9/20258/7/2025 11:56:32 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
STRUCTURAL NOTES
21330.00PBMLC3.1D212Db
INTERIOR - ALTERNATE90° & 135° HOOKSEXTERIOR - 90° HOOK @SLAB SIDETYPICAL BAR BENDSSTIRRUP & TIESINGLE PIECE HOOPCROSS TIETWO PIECE HOOP135 DEGCROSSTIE - ALTERNATEPOSITION OF 90° HOOKBAR SIZED2/INCHES#3112"#42"#5212"180° END HOOK45° BEND90° END HOOKD1D1D1BAR SIZED1/INCHES#3514"#46"#59"#61014"D1/INCHES214"3"334"412"BAR SIZE#7#8#9#104Db6Db
6
D
b
6Db FOR #5
OR SMALLER
6
D
b
3
"
M
I
ND2D2 OR 2.5MIN.6 MAX.1SEE SCHEDULEOFFSET LAPREINFORCING LAPSPLICE LENGTHACONCRETESTRENGTHfy=60,000 PSIREBAR SIZE#3#4#5#6#7#8SPLICE LENGTH
f'c=3000 PSI16"22"27"33"48"55"f'c=4000 PSI14"19"24"28"42"47"f'c=5000 PSI13"17"21"25"37"42"CONCRETE REINFORCINGLAP SPLICE LENGTHf'm=1,500 PSIfy=60,000 PSI#3#4#5#6#7#8LENGTH18"24"30"36"42"48"1.THIS PROJECT CONTAINS ITEMS DELEGATED FOR DESIGN BY THECONTRACTOR. ALL SUCH ITEMS DELEGATED FOR DESIGN BY THECONTRACTOR ARE INDICATED ON THE PLANS. THE CONTRACTOR ISRESPONSIBLE FOR PROVIDING THE ENGINEERING AND DRAWINGS FORTHESE ELEMENTS. THE CONTRACTOR'S SUBCONSULTANTS ARERESPONSIBLE FOR PROVIDING A CODE COMPLIANT DESIGN INACCORDANCE WITH THE REQUIREMENTS OF THESE DOCUMENTS.2.CLEAN ENERGY SHALL ONLY REVIEW THESE ITEMS FOR COMPLIANCEWITH THE DESIGN INTENT OF THE PROJECT AND FOR STRUCTURALCOMPATIBILITY.3.ITEMS DELEGATED FOR DESIGN:A.ALL CANOPIES AND AWNINGS.B.ALL STEEL STAIRS.DEFERRED ITEMS
PART 3- PIPING AND EQUIPMENT INSTALLATION3.1 GENERALA.THIS SECTION OF THE SPECIFICATIONS, TOGETHER WITH ANY SPECIALCONDITIONS AND THE CONSTRUCTION DRAWINGS, COVER THE WORK OFFABRICATING, INSTALLING, AND TESTING THE PIPING SYSTEMS REQUIRED FORTHIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FORUNDERSTANDING THE INTENT OF THE CONSTRUCTION DRAWINGS ANDPROVIDING A COMPLETE WORKING SYSTEM. ANY OMISSIONS ORDISCREPANCIES AMONG THE DRAWINGS, SPECIFICATIONS, AND OTHERCONTRACT PROVISIONS SHALL BE BROUGHT TO THE ATTENTION OF THEENGINEER FOR CLARIFICATION.B.PIPING SYSTEMS COVERED BY THESE SPECIFICATIONS INCLUDE ALLUNDERGROUND AND ABOVEGROUND PIPING, INCLUDING VENTS AND ALLSTAINLESS STEEL PRESSURE TUBING.C.CONSTRUCTION AND INSTALLATION SHALL CONFORM TO THE FOLLOWING CODESAND STANDARDS AS ADOPTED OR AMENDED BY THE AUTHORITIES HAVINGJURISDICTION.ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE)B31.3 - PROCESS PIPINGB16.5 - STEEL PIPE FITTING AND FLANGESINTERNATIONAL FUEL GAS CODEINTERNATIONAL FIRE CODENFPA (NATIONAL FIRE PROTECTION ASSOCIATION) 52 - VEHICULAR GASEOUS FUEL SYSTEMS CODED.THE CONTRACTOR SHALL INSPECT THE SITE FOR, AND VERIFY THE LOCATIONSOF ANY EXISTING SUBSTRUCTURES AND UNDERGROUND UTILITIES, AND SHALLNOT RELY ON THESE PLANS OR DRAWINGS ALONE. THE CONTRACTOR SHALLTAKE ALL MEASURES NECESSARY TO PROTECT EXISTING UNDERGROUNDUTILITIES AND SUBSTRUCTURES. THE CONTRACTOR SHALL BE RESPONSIBLEFOR ANY DAMAGE DURING CONSTRUCTION, IRRESPECTIVE OF WHETHER OR NOTTHE DAMAGED UTILITY WAS SHOWN ON THE DRAWINGS.E.THE CONTRACTOR SHALL NOTIFY CLEAN ENERGY OF ANY DAMAGE TO ANYEXISTING UNDERGROUND WET OR DRY UTILITIES, OR TO ANY CONDUITSDAMAGED DURING TRENCHING, AND SHALL REPAIR THEM IMMEDIATELYACCORDING TO THE STANDARDS OF THE AGENCY HAVING JURISDICTION OVERTHEM.3.2PIPING DESIGN CONDITIONSA.THIS CNG FUELING STATION HAS BEEN DESIGNED FOR THEFOLLOWING PRESSURE AND TEMPERATURE CONDITIONS:COMPRESSOR SUCTION:OPERATING PRESSURE:SEE P&IDDESIGN PRESSURE:200 PSIGDESIGN TEMPERATURE:-20°F TO 130°FCOMPRESSOR DISCHARGE:OPERATING PRESSURE:4,500 PSIGDESIGN PRESSURE:5,000 PSIGDESIGN TEMPERATURE:-20°F TO 130°F3.3 ACCEPTABLE PRODUCT MANUFACTURING LOCATIONSA.GAS PIPING MATERIALS (PIPE, STAINLESS STEEL TUBE, GAS VALVES, FITTINGSAND INSTRUMENTATION) SHALL BE MANUFACTURED IN ANY OF THE FOLLOWINGREGIONS: NORTH AMERICA, THE EUROPEAN UNION, SOUTH KOREA, JAPAN, ANDREPUBLIC OF CHINA (TAIWAN).B.GAS PIPING MATERIALS MANUFACTURED IN ANY REGION OUTSIDE THOSE LISTEDABOVE SHALL NOT BE USED OR INSTALLED.3.4PIPE SPECIFICATIONSA.ALL UNDERGROUND CARBON STEEL PIPE SHALL BE PROPERLY CLEANED ANDEPOXY-COATED PRIOR TO BURIAL, ELECTRICALLY INSULATED FROMABOVEGROUND PIPING OR STRUCTURES, AND CATHODICALLY PROTECTED INACCORDANCE WITH THIS SPECIFICATION AND CURRENT INDUSTRY STANDARDS.B.ALL CARBON STEEL PIPE MATERIAL CONVEYING NATURAL GAS SHALL BESEAMLESS ASTM A106, GRADE B MATERIAL. PIPE FITTINGS SHALL BE USED ASFOLLOWS.1.SCHEDULE 40 PIPE SHALL BE JOINED USING WROUGHT STEEL SCHEDULE 40ASTM A234 GR. WPB BUTT WELDING FITTINGS. FLANGED FITTINGS FORSCHEDULE 40 PIPE SHALL BE RAISED-FACE WELDNECK-TYPE, ANSI B16.5,EITHER CLASS 150 OR CLASS 300, PER THE DRAWINGS, USING ASTM A105FORGED CARBON STEEL.2.SCHEDULE 80 PIPE SHALL BE JOINED USING WROUGHT STEEL SCHEDULE80 ASTM A234 BUTT WELDING FITTINGS. FLANGED FITTINGS FOR SCHEDULE 80PIPE SHALL BE RAISED-FACE WELDNECK-TYPE, ANSI B16.5, EITHER CLASS 300OR CLASS 600, PER THE DRAWINGS, USING ASTM A105 FORGED CARBONSTEEL.3.5STAINLESS STEEL TUBINGA.STAINLESS STEEL PRESSURE TUBING SHALL BE SEAMLESS ANDBRIGHT-ANNEALED, MANUFACTURED AND TESTED ACCORDING TO ASTM A269,USING MATERIAL DUAL-CERTIFIED AS TYPE TP316 AND TP316L. TUBE SHALL BECOLD-FINISHED AND FREE OF SCRATCHES. UPON REQUEST, THE TUBE SUPPLIERSHALL FURNISH MILL CERTIFICATES DOCUMENTING COMPLIANCE WITH THISSPECIFICATION.B.ALL BENDS SHALL BE MADE USING TUBING BENDERS, EXCEPT WHEN TUBE ISPULLED UNDERGROUND THROUGH A SLEEVE. BEND ANGLE SHOULD BE 90°WHENEVER POSSIBLE. TUBING SHALL BE ROUTED PARALLEL WITH THE VERTICALAND HORIZONTAL AXES OF THE EQUIPMENT. UNDERGROUND TUBING SHALL BECONTINUOUS, USING COILED PRODUCT WHEREVER FEASIBLE, IN ORDER TOMINIMIZE TUBE WELDING. STRAIGHTEN COILED TUBING FOR INSTALLATIONUSING EQUIPMENT AND METHODS APPROVED BY THE TUBE MANUFACTURER.ROUTE UNDERGROUND TUBING COMPLETELY WITHIN A WATERTIGHT PVC, HDPEOR ENT SLEEVE. UNDERGROUND TUBE SECTIONS SHALL BE JOINED BY ORBITALWELDING. AT NO TIME SHALL MECHANICAL FITTINGS BE PLACED UNDERGROUND.C.ALL ABOVEGROUND TUBING SHALL BE FABRICATED USING STRAIGHT STICKS, ORUPON APPROVAL, COILED TUBE STRAIGHTENED USING SUITABLE EQUIPMENT.ABOVEGROUND TUBE SHALL BE ANCHORED PER CODE TO PREVENT BENDING OREXCESSIVE VIBRATION. RESILIENT TUBING ANCHORS, SUCH AS PARKERPARKLAMP OR UNISTRUT CUSH-A-CLAMP, SHALL BE USED. TUBING SUPPORTSSHALL BE SPACED OUT AND NOT EXCEED 7 FEET APART PLACEMENT.D.REQUIRED TUBE WALL THICKNESS FOR CNG SERVICE (INCHES):OUTSIDE DIA. [IN.] WALL THICKNESS [IN.]BASIS1/40.049AVG. WALL THK.3/80.065AVG. WALL THK.1/20.083AVG. WALL THK.3/40.109 (COIL)AVG. WALL THK.3/40.109AVG. WALL THK.10.120MIN. WALL THK.10.120 (COIL)MIN. WALL THK.10.134AVG. WALL THK.*10.139 (COIL)AVG. WALL THK.*NOTE: COILED TUBING FOR UNDERGROUND ROUTING (ALL SIZES) PREFERREDE.COMPRESSION TUBE FITTINGS SHALL BE TYPE 316 STAINLESS STEEL,DOUBLE-FERRULE, WITH A MAWP OF NOT LESS THAN 5,500 PSIG. ACCEPTABLEPRODUCTS ARE LISTED BELOW. NO OTHER PRODUCTS MAY BE USED WITHOUTPRIOR APPROVAL BY THE ENGINEER. ALL COMPRESSION FITTINGS FURNISHEDBY THE THE CONTRACTOR SHALL BE CATALOGUED PRODUCTS OF A SINGLEMANUFACTURER.1.SWAGELOK34" AND 1" COMPRESSION TUBE FITTINGS SHALL BE HYDRAULICALLY SWAGED.* HEAVY WALL TUBE FITTINGS (0.134 AVG WALL THK AND ABOVE) SHALL BEPARKER "SEAL-LOK" SAE J1453 O-RING FACE SEAL-TYPE.ALL TUBING SHALL BE MECHANICALLY FLARED USING A PARKER PARFLANGEFLARING SYSTEM. THE CORRECT DIE AND PIN SETS SHALL BE USED FOR EACHTUBING SIZE. FITTINGS SHALL BE ZINC PLATED CARBON STEEL WITH A MINIMUMDYNAMIC PRESSURE RATING OF 5000 PSIG.BRAZED SLEEVES ARE NOTPERMITTED.F.BALL VALVES: HABONIM, SSP, OR SWAGELOK, 316 STAINLESS STEEL BODY ANDTRIM, SUITABLE FOR COMPRESSED NATURAL GAS SERVICE.G.NEEDLE VALVES: ANDERSON GREENWOOD, SWAGELOK OR SSP, 316 STAINLESSSTEEL BODY AND TRIM, SUITABLE FOR COMPRESSED NATURAL GAS SERVICE,5500 PSI, OR APPROVED EQUAL.H.SLEEVE (FOR BURIED TUBING): PVC CONDUIT, FLEXIBLE ENT CONDUIT, OR PEP(POLYETHYLENE) PIPE, SIZED AS SHOWN ON THE DRAWINGS.3.5POLYETHYLENE (PEP) PIPE: DR 7, 9, OR 11A.POLYETHYLENE PIPE TO BE DESIGNED IN ACCORDANCE WITH PPI HANDBOOK OFPE PIPE, 2 ND EDITION, RATED FOR NOT LESS THAN THE MAXIMUM PRESSURE OFTHE SUPPLY SYSTEM, AND NOT USED WITH PRESSURES GREATER THAN 125PSIG.B.PEP SHALL BE WARRANTED FOR NATURAL GAS DISTRIBUTION ANDMANUFACTURED ACCORDING TO PPI DESIGNATION PE 4710 AND ASTM D 2513; CPCHEM YELLOW STRIPE 8300 OR APPROVED EQUAL. PEP SHALL BE JOINED USINGBUTT FUSION IN COMPLIANCE WITH PIPE MANUFACTURER'S INSTALLATIONMANUAL.C.A COATED COPPER CLAD STEEL TRACER WIRE (#12 GAUGE OR LARGER) SHALLBE INSTALLED WITH ALL BURIED PEP. TRACER WIRE TO BE LAID WITHIN 6"DIRECTLY ABOVE THE PEP WHERE PRACTICAL. WRAPPING OF THE TRACER WIREAROUND PEP IS PROHIBITED.1.CONTRACTOR TO USE AS FEW CONNECTIONS AS POSSIBLE2.WIRE CONNECTIONS TO BE MADE USING CSA CERTIFIED PRESSURE TYPE,DIRECT BURY (PER UL 486D) MECHANICAL CONNECTORS3.A MINIMUM 5' OF ADDITIONAL TRACER WIRE TO BE COILED, BURIED, ANDTERMINATED AT THE ENDS OF UNDERGROUND PEP4.TRACER WIRE TO FOLLOW PEP ABOVEGROUND USING TRACER WIRE CLAMPSALONG EACH ANODELESS RISER3.6INSTRUMENTATION AND SPECIALTY ITEMSA. PRESSURE GAUGES: LIQUID FILLED, RANGE TO BE 150-200% OF MAXIMUMPRESSURE EXPECTED, TO BE MOUNTED ON BLEED/BLOCK VALVE UNLESSOTHERWISE SPECIFIED.B. ESD VALVE (AV-1): FLANGED, FIRE-RATED BALL VALVE WITH ACTUATOR,FACTORY ASSEMBLED, PILOT-GAS-TO-OPEN, SPRING CLOSED.C. FIRE EXTINGUISHER(S): AMEREX CORPORATION, COMPLIANCE FLOW MODEL #592WITH A 4A:80B:C MINIMUM RATING, CURRENTLY CERTIFIED AND TAGGED WITHLOCAL INSPECTION TAG, MOUNTED IN A LOCKABLE WEATHER-PROOFENCLOSURE, UNLESS OTHERWISE SPECIFIED.3.7 INSTALLATIONA.THE CONTRACTOR SHALL USE ONLY TUBING INSTALLERS WHO ARE TRAINED ANDCERTIFIED BY THE TUBE FITTING MANUFACTURER TO INSTALL TUBE ANDASSOCIATED FITTINGS PER THE MANUFACTURER'S INSTALLATIONINSTRUCTIONS. THE CONTRACTOR SHALL PROVIDE PROOF OF CERTIFICATIONTO CLEAN ENERGY'S PROJECT MANAGER PRIOR TO COMMENCING WORK.B.ALL PIPING SHALL BE INSTALLED NEATLY AND IN A WORKMAN-LIKE MANNER. ALLPIPING SHALL BE PROPERLY ANCHORED, SUPPORTED, OR PITCHED ACCORDINGTO THESE CONSTRUCTION SPECIFICATIONS AND THE DRAWINGS, OR IN THEABSENCE OF SPECIFIC DETAIL, PER DIRECTION OF THE ENGINEER. ALL PIPINGSHALL RUN TRUE TO VERTICAL AND HORIZONTAL AXES OF THE EQUIPMENT ANDFACILITY. THE CONTRACTOR SHALL PROVE ALL PIPING IS FREE OF OBSTRUCTIONAND DEBRIS, PRIOR TO CONNECTING TO ABOVEGROUND EQUIPMENT. AT NO TIMESHALL ANY GAS OR CNG PIPING BE CONSTRUCTED OVERHEAD UNLESSOTHERWISE NOTED ON THESE PLANS, OR AS APPROVED BY THE ENGINEER.C. ALL VALVES SHALL BE INSTALLED NEATLY AND IN A WORKMAN-LIKE MANNER.ALL VALVES SHALL BE ACCESSIBLE FOR EASY OPERATION AND MAINTENANCE.D.CLEAN THE INTERNAL PIPE SURFACE OVER ITS ENTIRE LENGTH, REMOVING ALLDIRT, DEBRIS, AND LOOSE CORROSION OR SCALE, BEFORE THE PIPE IS FITTEDOR ALIGNED FOR WELDING. OPEN ENDS OF ALL PIPE RUNS SHALL BE KEPTSECURELY CLOSED TO PREVENT THE ENTRANCE OF DIRT, DEBRIS, WATER, ORANIMALS INTO THE PIPE. ALL END CLOSURES SHALL BE APPROVED BY CLEANENERGY.E.ALL CARBON STEEL PIPE WELDS SHALL INCLUDE A TIG (TUNGSTEN INERT GAS)ROOT. THE FILLER PASSES SHALL BE STICK SHIELDED METAL ARC WELDING(SMAW).F.TUBE AND PIPE CONNECTIONS TO ALL EQUIPMENT REQUIRING MAINTENANCEACCESS SHALL BE REMAKEABLE USING FLANGED, THREADED OR SWAGEDFITTINGS. WELDED OR OTHER PERMANENT FITTINGS SHALL NOT BE USED ATTHESE LOCATIONS.3.8FABRICATION, HANDLING AND STORAGEA.ALL VALVES, PRE-FABRICATED PIPING, FLANGES, ETC. SHALL BE PROTECTEDDURING STORAGE, TRANSIT, AND ERECTION WITH PLYWOOD COVERS 1/2" THICK,AND SECURED WITH BOLTS FOR CLOSURE, OR EQUAL. SHOP FABRICATEDSECTIONS SHALL NOT BE LEFT WITH OPEN ENDS EXPOSED TO ATMOSPHEREDURING STORAGE, TRANSIT, OR ERECTION. SUITABLE CAPS SHALL BE PROVIDEDON ALL MECHANICAL CONNECTIONS.B.TEMPORARY SUPPORTS SHALL BE PROVIDED AND INSTALLED DURING ERECTIONTO AVOID OVER-STRESSING PIPING OR EQUIPMENT TO WHICH PIPING ISCONNECTED.3.9TRENCHESA.SEE GENERAL NOTE ON SHEET G-0.13.10WELDINGA.WELDING PROCEDURES SHALL BE IN ACCORDANCE WITH ANSI B31.3, "PROCESSPIPING, CHAPTER V, "FABRICATION, ASSEMBLY, AND ERECTION".B.THE CONTRACTOR SHALL SUBMIT WELDING PROCEDURE SPECIFICATIONS (WPS)TO THE ENGINEER FOR APPROVAL, PRIOR TO STARTING WORK. EACH WPSSHALL BE IDENTIFIED WITH THE THE CONTRACTOR'S NAME AND IDENTIFICATIONNUMBER. WELDING SHALL NOT COMMENCE UNTIL THE PROCEDURE ISAPPROVED.C.EACH WELDER MUST PROVIDE A COMPLETE PROCEDURE QUALIFICATIONRECORD (PQR) SIGNED BY AN AUTHORIZED OFFICER OF THE TESTINGLABORATORY OR DEPUTY WELDING INSPECTOR AND THE CONTRACTOR'SAUTHORIZED REPRESENTATIVE. PREVIOUS WELDING CERTIFICATION (ACTIVECERTIFICATION WITHIN THE PREVIOUS SIX (6) MONTHS) MAY BE SUBMITTED FORAPPROVAL.D.WELD TESTS SHALL BE PERFORMED PER ANSI B31.3, AND APPROVED BY THEENGINEER.1.NOT LESS THAN 5% OF ALL BUTT WELDS BY EACH WELDER PERFORMINGWORK AT THE SITE SHALL BE RANDOMLY SELECTED AND RADIOGRAPHED.2.RADIOGRAPHS SHALL BE EVALUATED BY A CERTIFIED RADIOGRAPHICINTERPRETER. THE RADIOGRAPHIC INTERPRETER'S WRITTEN REPORT OF HISEVALUATION SHALL BE SUBMITTED TO CLEAN ENERGY BEFORE THE WELDSARE BURIED.3.11PIPE COATING AND PAINTINGA.ALL UNDERGROUND CARBON STEEL PIPE SHALL BE FACTORY-COATED WITHFUSION-BONDED EPOXY (FBE), TO MEET ALL CODE REQUIREMENTS INCLUDINGTHOSE ESTABLISHED BY LOCAL UTILITY COMPANY OR JURISDICTIONS.1.FACTORY COATING SHALL BE DESIGNED TO RESIST DISBONDMENT WHENEXPOSED TO CATHODIC PROTECTION CURRENTS.2.FACTORY COATING SHALL BE 3M SCOTCHKOTE FUSION-BONDED EPOXYCOATING 6233P. NO OTHER COATING IS ACCEPTABLE WITHOUT PRIORAPPROVAL BY THE ENGINEERB.WELDED PIPE JOINTS AND FITTINGS FOR UNDERGROUND PIPING SYSTEMSSHALL BE FIELD-COATED IN ACCORDANCE WITH CURRENT CODES AND THECOATING MANUFACTURER'S APPLICATION MANUAL. FIELD COATING SHALL BEAPPROVED BY THE DESIGNATED INSPECTOR PRIOR TO BURIAL. FIELD COATINGSHALL BE 3M SCOTCHKOTE LIQUID EPOXY COATING 323P.C.PRIOR TO BURIAL, COATED PIPE SHALL BE TESTED ALONG ITS ENTIRE LENGTHWITH AN ELECTRIC HOLIDAY DETECTOR. ANY HOLIDAYS DETECTED SHALL BEREPAIRED PER "B" ABOVE FOR 6" ON EITHER SIDE OF THE HOLIDAY. AFTER ALLHOLIDAYS ARE REPAIRED, THE ENTIRE LENGTH OF PIPE SHALL BE TESTED AGAIN.D.EXPOSED PIPING, VALVES, FITTINGS, FLANGES AND RELATED MATERIAL SHALL BEPRIMED AND PAINTED WITH AN INDUSTRIAL MAINTENANCE COATING, INACCORDANCE WITH THE PAINT MANUFACTURER'S INSTRUCTION MANUAL.PRIMER SHALL BE DEVOE DEVPRIME 1407, AND FINISH , DEVCRYL 1449. FINISHCOLOR SHALL BE SAFETY YELLOW. AT UNDERGROUND PIPE RISERS, EPOXYCOATING SHALL EXTEND A MINIMUM OF 2 INCHES ABOVE THE FINISHED GROUNDSURFACE.3.12 CATHODIC PROTECTIONA.ALL BURIED STEEL PORTIONS OF THE PIPING SYSTEM SHALL BE ELECTRICALLYISOLATED (USING DIELECTRIC FITTINGS) AND CATHODICALLY PROTECTED INACCORDANCE WITH CURRENT CODES AND NACE INTERNATIONAL STANDARDRP0169, CURRENT EDITION TO INSURE A -850 MILLIVOLT PIPE-TO-SOIL POTENTIALFOR A MINIMUM OF 30 YEARS. SOIL RESISTIVITY TEST SHALL BE THERESPONSIBILITY OF THE CONTRACTOR.B.THE CONTRACTOR SHALL FURNISH ALL PERMANENT MATERIALS FOR TESTLEADS, INCLUDING WIRE, CONDUIT AND FITTINGS, TERMINAL POST, TERMINALUNITS, CAD WELD THERMITE CARTRIDGES, ETC. PER INDUSTRY ACCEPTEDPRACTICES.C.ELECTRICAL TEST LEADS SHALL BE TERMINATED IN A FRAME AND COVERED ATFINISHED GRADE.3.13 PNEUMATIC PRESSURE TESTA.WHEN ASSEMBLY (WELDED OR MECHANICAL) OF A GAS PIPING OR TUBINGSYSTEM IS COMPLETE, CLEANED AND PURGED OF ALL CONSTRUCTION ANDASSEMBLY DEBRIS, A PNEUMATIC PRESSURE TEST SHALL BE PERFORMED INACCORDANCE WITH ASME/ANSI B31.3 (U.S) OR CSA B51/B149.1 (CANADA). THECONTRACTOR SHALL NOTIFY CLEAN ENERGY'S PROJECT MANAGER THAT A TESTIS SCHEDULED, NOT LESS THAN 2 BUSINESS DAYS BEFORE THE TEST ISSCHEDULED TO BEGIN.B.AT NO TIME SHALL THE TUBING ASSEMBLY BE HYDROSTATICALLY TESTED, NOEXCEPTIONS.C. IF COLD WEATHER LIMITS ACHIEVABLE TEST PRESSURES, THE CONTRACTORSHALL SUBMIT AN ALTERNATIVE COLD WEATHER PRESSURE TEST PLAN TOCLEAN ENERGY FOR REVIEW.D.REMOVE ALL PRESSURE SENSITIVE DEVICES AND EQUIPMENT NOT RATED TOWITHSTAND FINAL TEST PRESSURE, BEFORE PNEUMATIC PRESSURE TEST.E.CONNECT A SOURCE OF HIGH-PRESSURE GAS WITH APPROPRIATE REGULATOR,GAUGES, VALVES, SAFETY RELIEF VALVE, AND FITTINGS TO ONE END OF THESYSTEM TO ALLOW SYSTEM TO BE SAFELY PRESSURIZED AND DEPRESSURIZED.DRY AIR OR NITROGEN SHALL BE USED FOR THE LOW PRESSURE PIPING(COMPRESSOR SUCTION). NITROGEN SHALL BE USED FOR THE HIGH PRESSURETUBING (COMPRESSOR DISCHARGE).3.14 PURGING AND PRESSURIZINGA.ALL PURGING AND PRESSURIZING SHALL BE PERFORMED BY THE CONTRACTORAND OBSERVED BY THE ENGINEER OR THE ENGINEER'S DESIGNATEDREPRESENTATIVE. THE ESD SYSTEM SHALL BE OPERATIONAL BEFORE THEPIPING SYSTEM IS PRESSURIZED WITH NATURAL GAS. NATURAL GAS SHALL NOTBE INTRODUCED INTO THE SYSTEM WITHOUT PRIOR AUTHORIZATION BY CLEANENERGY'S CONSTRUCTION MANAGER. ALL AIR SHALL BE PURGED FROM THEENTIRE SYSTEM TO THE SATISFACTION OF CLEAN ENERGY'S CONSTRUCTIONMANAGER, AND IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'SINSTRUCTIONS, BEFORE THE SYSTEM MAY BE PRESSURIZED.B.ALL FABRICATION, WELD TESTING, PRESSURE TESTING AND WORK REQUIRINGFLAME OR SPARKING DEVICES SHALL BE COMPLETED BEFORE INTRODUCINGNATURAL GAS TO ANY PIPING SYSTEM.c:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\P0.0 PIPING NOTES CA.dwg02/24/20258/7/2025 11:56:39 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
PIPING NOTES
21330.00PBMLP0.0REDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UN AUTHORI ZED US E, R EPRODUCTION, PUBL ICATION , D ISTRIBU TI ON OR SALE I N WHO LE OR IN PART, I S ST RIC TL Y FORBIDDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
ISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251 PB
BBV1GENERAL NOTES:1.EQUIPMENT INSIDE THE DASHED LINE IS PART OF THE MANUFACTURER'S FACTORY ASSEMBLY PROVIDEDBY CLEAN ENERGY.2.CLEAR SPACE OF AT LEAST 3 FEET SHALL BE PROVIDED FOR ACCESS TO ALL VALVES AND FITTINGS OFMULTIPLE GROUPS OF CONTAINERS.3.EMERGENCY SHUT-OFF DISCONNECT WILL DISCONNECT ELECTRICAL POWER AND STOP DISPENSINGOPERATIONS.4.SELF CLOSING VALVES ON THE INLET OF THE COMPRESSORS SHALL SHUT OFF THE GAS SUPPLY TO THECOMPRESSOR WHEN ONE OF THE FOLLOWING OCCURS:4.1.AN EMERGENCY SHUTDOWN DEVICE IS ACTIVATED.4.2.A POWER FAILURE OCCURS.4.3.THE POWER TO THE COMPRESSOR IS SWITCHED TO THE OFF POSITION .5.PROVIDE AN OVER-PRESSURE PROTECTION DEVICE IN THE FUELING TRANSFER SYSTEM TO PREVENTOVERPRESSURE IN THE VEHICLE PER NFPA 52.6.CONTROL CIRCUIT SHALL BE ARRANGED SO THAT, WHEN AN EMERGENCY SHUTDOWN DEVICE ISACTIVATED OR ELECTRICAL POWER IS CUT OFF, SYSTEMS THAT SHUT DOWN SHALL REMAIN DOWN UNTILMANUALLY ACTIVATED OR RESET AFTER A SAFE CONDITION IS RESTORED PER NFPA 52.7.PROVIDE CONNECTION FOR NATURAL GAS GENERATOR FUEL SUPPLY.8.IF MSA OUTLET PRESSURE EXCEEDS 150PSIG PLASTIC PIPE CANNOT BE USED. PLEASE CONTACT CEENGINEERING TO DETERMINE AN APPROVED SUBSTITUTE.IS-16"L. O.BV-86"1PIBUFFER AND ESD VALVE PANEL
METER SETASSEMBLY(BY UTILITY)PV-1TYPA.G.6" FLANGEDANODELESSRISERU.G.A.G.U.G.A.G.U.G.A.G.U.G.6-G-CS
1"1PINATURAL GAS DRYERVTA200 PSIG6"6"6"6"6"6-G-CS4-G-HDPE4-G-HDPE1PI1"A.G.U.G.DESIGN SYSTEM PERFORMANCEMSA OUTLET PRESSURE[PSIG]FLOW RATE[SCF/MIN]15 Guaranteed676A.G.U.G.BV-52"CL 150, 2" FPT PLUG IN 2"THREADED CS UNION(SEE NOTE 7)2" THREAD-O-LET6-G-CS2-G-CS 6"4"4"18"LCL1504"4"4"4"1"PI2A.G.U.G.U.G.1-CNG-SST1"2" ENT CONDUIT1"DRAIN
TIME-FILLPOST3/8"FP-18HOSE RETRACTOR (TYP)TIME-FILLPOST3/8"FP-013/8-CNG-SST(TYP)FILL NOZZLE: STAUBLINGV1 CMV08/02 WITH HOLDER (TYP)4"X4"X3/16" STEEL TUBEPRIME AND PAINTED YELLOWCF-124' LONG, 1/4" CNG FILL HOSEASSEMBLY SYNFLEX OR EQUALWITH SPIRAL WRAP (TYP)TIME-FILLPOST3/8"FP-02L.C.BV-41"INLINE HOSE BREAKAWAY FITTING1-CNG-SSTDUAL HOSEFUEL POST ASSY. (TYP 17)4-G-HDPE3/4-CNG-SSTBBV14" ANODELESSRISER W/ 4" RFFTYPA.G.BV-1L.C.3/8"4-G-CSCV-13/8"4" ANODELESSRISER W/ 4" RFFBLV-13/8-CNG-SST4-G-CS1" TEE3" VENT WITHWIRE MESH ENDS3-V-CS2
3/8" WEEPHOLESEE NOTE 1(TYP FOR ALL DASHED RECTANGLES)4"DV5,000 PSIGPSV3/4"1-V-CS24,500 PSIGDV(N) CNG STORAGEL.O.1" CL3000THREADEDCS UNION(TYP 3)10,000 SCF(N) BUFFER STORAGE VESSELS3/4-CNG-SSTPR-115 PSIGSET @4"1-CNG-SSTDUPLEX CNG COMPRESSOR SKID A (MANUFACTURED BY ANGI)VTAHP200279-338SCFM1"X3/4"5,200 PSIGPRV500 PSIG935 PSIG2,500 PSIGVTAHP2001"X3/4"5,200 PSIGPRV500 PSIG935 PSIG2,500 PSIGPSIG10-15279-338SCFMPSIG10-15100 PSIG115 PSIG100 PSIG115 PSIGSINGLE HOSEFUEL POST ASSY.1-CNG-SST1"x3/4"6"x4"PR-1(BY CE)SUPPLIED BY ANGISHIPPED LOOSE2PI0 to 10,0006"6"6-G-CS4-G-HDPE1-CNG-SST6-G-CS4"x3"4"x3"18"LCL1504"4"4"4"4"PR-115 PSIGSET @4"PR-1(BY CE)4"x3"4"x3"SUPPLIED BY ANGISHIPPED LOOSEBBV1TYP6'SPOOLPIECEA.G.U.G.3/8-CNG-SSTA.G.U.G.A.G.U.G.REDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UNAUTHORIZ ED USE, REPROD UCTION , PU BLIC ATI ON, DISTRIBUT ION OR SALE IN W HOLE OR IN PART, IS STRICT LY FO RBIDDEN .
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
ISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251 PB
c:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\P1.0-P&ID DIAGRAM.dwg5/6/20258/7/2025 11:56:49 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
PIPING & INSTRUMENTATION DIAGRAM
21330.00PBMLP1.0
EQUIPMENT SCHEDULEITEM NOMARKQTY.DESCRIPTIONMFR.MODEL NO.MAWP[PSIG]SERVICEPRESSURE[PSIG]SIZE OR CAPACITY11GAS DRYERPSB21-6200156" INLET & OUTLET2SKID A1TWIN CNG COMPRESSOR SKIDANGI(ARIEL)NG300EARIEL: JGQ/2-4 STAGE5,000 (OUTLET)4,500 (OUTLET)2 x 200 HP3CF-11SINGLE COALESCING FILTERASSY.FILTER: PARKERFILTER RACK: CECJN4C-4CN5067725,0004,5001" INLET & OUTLET4V-11CNG STORAGE VESSELCPI8X16266T5,5004,500(1) 20"OD X 23' L, 3/4" NPT5-1BUFFER/ESD VALVE PANELANGI-5,0004,5001", 1 INLET, 2 OUTLETS2,500 SCF/MIN MAX (EST.)6FP 11FUEL POSTW/ (1) FUEL HOSE ASSY.CEC5110294,5004,500SINGLE SIDE FUEL POST24FT HOSE LENGTH(1) 1/4" FILL x 1/4" VENT HOSEPARKER & OPW BREAKAWAYSSTAUBLI NOZZLE7FP 2-1817FUEL POSTW/ (2) FUEL HOSE ASSY.CEC5110314,5004,500DUAL OPP. SIDE FUEL POST24FT HOSE LENGTH(1) 1/4" FILL x 1/4" VENT HOSEPARKER & OPW BREAKAWAYSSTAUBLI NOZZLEPIPE AND TUBING SCHEDULEMARKSIZEBASISSCHWALL THK[IN]MATERIALSPECIFICATIONMAWP[PSIG]SERVICEPRESSURE[PSIG]SERVICETEMP.[°F]NOTE1-V-SST1"OD316 SS0.120316 SSASTM A2135,2800-40-149.120" MIN. WALL SEAMLESS TUBE1-V-CS21"NPS800.179CSASTM A106B3,4700-3,00030-130SEAMLESS PIPE3-V-CS23"NPS800.300CSASTM A106B2,3600-1,00030-130SEAMLESS PIPE2-G-CS2"NPS400.154CSASTM A106B1,2032030-110SEAMLESS PIPE4-G-CS4"NPS400.237CSASTM A106B1,3002030-110SEAMLESS PIPE6-G-CS6"NPS400.280CSASTM A106B1,1002030-110SEAMLESS PIPE4-G-HDPE4"NPSDR 110.409PEPASTM D25131002050-70HDPE, PE47103/8-CNG-SST3/8"OD(TUBE)0.065316 SSASTM A2136,82090-110-40-149SEAMLESS TUBE3/4-CNG-SST3/4"OD(TUBE)0.134316 SSASTM A2135,8804,500-40-149SEAMLESS TUBE1-CNG-SST1"OD(TUBE)0.120316 SSASTM A2695,280120-4,500-40-1490.120" MIN. WALL SEAMLESS TUBEVALVE AND INSTRUMENTATION SCHEDULEMARKSIZECONNECTIONMATERIALDESCRIPTIONMFR.PART NO.MAWP[PSIG]SERVICEPRESSURE[PSIG]NOTEBBV-11/4"MPT316 SSBLOCK & BLEED VALVEWIKA433974710,0000-4,500BLV-11/2"MPT316 SSBLEED VALVESWAGELOKSS-BVM89,2904,500BV-13/8"SWAGED316 SSCNG BALL VALVESWAGELOKSS-AFSS6-LH6,00095-4,500BV-33/4"SWAGED316 SSCNG BALL VALVESWAGELOKSS-AFSS12-LH5,8004,500LOCKABLE HANDLEBV-41"FNPT316 SSCNG BALL VALVEHABONIM10 FH27W-666MYI/NPT6,0004,500API 607 FIRE-RATEDBV-52"FPTCSGAS BALL VALVESVFF8004466AGSE002000001,50015FIRE-RATEDBV-74"CL 150 RFF316 SSGAS BALL VALVEHABONIM40 F73W-6666AI/15028515API 607 FIRE-RATEDBV-86"CL 150 RFFCSGAS BALL VALVEHABONIM60 F73W-4466AI/15028515API 607 FIRE-RATEDFH-14"X18"CL 150 RFFSSFLEX HOSEUNISOURCE"SUPERFLEX"SF22CSA-400-49-49-182850-20CSA-LISTEDCV-13/8"SWAGED316 SSCNG CHECK VALVESWAGELOKSS-CHS6-255,0004,500CV-24"CL 150 RFFCSCNG CHECK VALVEWHEATLY51004502712127515API 6DPI-12.50"1/4" MPT316 SSPRESSURE GAUGEWIKATYPE 233.30, P/N 925163410010-20GLYCERIN-FILLEDPI-22.50"1/4" MPT316 SSPRESSURE GAUGEWIKA983200410,0001,000-4,500GLYCERIN-FILLEDIS-16"CL 150 RFFCSINLET Y-STRAINERKECKLEY62RFY-CSM40M36-SBB-SA728515PR-13"CL 150 RFFCASTDUCTILEPRESSURE REGULATORKIMRAYABY 318 FGT PR-D REG25015-20SET AT 15 PSIGSYMBOLSPRODUCTLINE SIZEMATERIAL3-G-PEPLEGENDLINE DESIGNATIONABBREVIATIONSPIA.G.ABOVE GROUNDAAIRCNGCOMPRESSED NATURAL GASCSCARBON STILL (SCH. 40)CS2CARBON STEEL (SCH. 80)XXSCARBON STEEL (SCH. XXS)DDRAINESDEMERGENCY SHUTDOWN(E)EXISTING(F)FUTUREFPFUEL POSTFMTFUEL MNGMNT. TERMINALGNATURAL GAS (0-400 PSIG)HHIGHLLOWL.O.LOCKED OPENL.C.LOCKE CLOSEDMMETER(N)NEWN.C.NORMALLY CLOSEDN.O.NORMALLY OPENPIPRESSURE INDICATORPEPPOLYETHYLENE PIPEPRVPRESSURE RELIEF VALVEPVCPOLYVINYL CHLORIDE PIPERRREMOVE AND REPLACESSOLENOIDSSSTAINLESS STEELSSTSTAINLESS STEEL TUBE(TYP)TYPICALU.G.UNDERGROUNDVVENTBALL VALVENORMALLY CLOSEDVALVECHECK VALVENEEDLE VALVEPLUG VALVE3-WAY VALVEBLOCK AND BLEEDVALVEPRESSURE REGULATOR(SETTING AS NOTED)BLEED OR PURGE VALVEGAS-ACTUATED VALVESOLENOID VALVESOLENOID VALVE(3-WAY)LOCAL INSTRUMENT ORGAUGEPANEL MOUNTEDINSTRUMENT OR GAUGEPOINT OF CONNECTIONRELIEF VALVEFLEXIBLE HOSEPLUGCAPUNIONHOSE COUPLINGTHREADED PLUGFILTERFLEX CONNECTORPRESSURE INDICATOR(RANGE AS NOTED)PIPE REDUCTION/EXPANSION CONICALSTRAINER (BUILT-IN)PRIMARY LOCATIONPROGRAMMABLELOGIC CONTROLELECTRICAL SIGNALPNEUMATIC SIGNALREDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UNAUTHORIZ ED USE, REPROD UCTION , PU BLIC ATI ON, DISTRIBUT ION OR SALE IN W HOLE OR IN PART, IS STRICT LY FO RBIDDEN .
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
ISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251 PB
c:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\P1.1-P&ID SCHEDULE.dwg5/6/20258/7/2025 11:56:58 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
PIPING & INSTRUMENTATION SCHEDULE
21330.00PBMLP1.1
MP-3.0BU.G. TO A.GTRANSITION1"-CNG-SSTIN 2" ENT1"-CNG-SSTP-3.0FFP 1FP 2FP 3FP 4FP 5FP 6FP 7FP 8FP 9FP 10FP 11FP 12FP 13FP 14FP 15FP 16FP 17FP 18P-3.0H(TYP.)SEE ENLARGEDCOMPOUNDLAYOUTP-3.0AP-3.0IM6' SPOOL4"-G-HDPE(2) 1"-CNG-SST(1) 3/8"-CNG-SSTEACH IN 2" ENT6" BALL VALVE6" Y-STRAINERCL 150, 2" FPT PLUG IN2" THREADED CS UNION6" ANODELESSRISER1"-CNG-SSTIN 2" ENT(2) 1"-CNG-SSTCOMPRESSORDISCHARGE LINES TEECONNECTION(N) VALVE PANEL(N) STORAGE VESSEL(2) 1"-CNG-SST(1) 3/8"-CNG-SST4"x18"L FLEX HOSE4"x3" PIPE REDUCER3" PRESSURE REGULATOR4"x3" PIPE REDUCER4" CHECK VALVE4" CONICAL STRAINER4" BALL VALVE4" CS PIPE4" FLANGED RISER(TYP. 2-LOC,)A.G TO U.GTRANSITION(TYP.)P-3.0DP-3.0GP-3.0AP-3.0CP-3.0C(N) COMPRESSOR(N) DRYER(N) MSAP-3.0BP-3.0E6" PIPE4"-G-HDPE4" HDPE PIPE4"-G-HDPE3/4"-CNG-SST1"-CNG-SST3/8"-CNG-SST3/8"-CNG-SSTGENERAL PIPING NOTES1. SEE DRAWING P-0.0 FOR ADDITIONAL REQUIREMENTS.2. MAINTAIN 10' MINIMUM CLEAR DISTANCE OF NEW GAS METER SET TOELECTRICAL MAIN SWITCHBOARD AND SIMILAR EQUIPMENT.3. EQUIPMENT TIE-INS AND ROUTING SHOWN ARE APPROXIMATE AND MAYVARY AS MUCH AS 5 FEET IN ANY DIRECTION TO ACCOMMODATE FIELDCONDITIONS. REFER TO VENDORS' CERTIFIED DRAWINGS AND INSTALLATIONINSTRUCTIONS FOR FURTHER INFORMATION.4. ALL BURIED STAINLESS STEEL TUBING SHALL BE RUN IN CONTINUOUS PVCOR ENT SLEEVE(S). TUBING SHALL BE CONTINUOUS WITH NO VALVES, UNIONS,OR FITTINGS BURIED OR INACCESSIBLE.5. SEE DRAWING P-4.0 FOR SAFETY SIGNAGE DETAILS AND LOCATIONS.6. FIRE EXTINGUISHER(S): 4A: 80B:C MINIMUM RATING, CURRENTLY CERTIFIEDAND TAGGED WITH LOCAL INSPECTION TAG, MOUNTED IN A LOCKABLEWEATHER-PROOF ENCLOSURE, UNLESS OTHERWISE SPECIFIED, AND WITHIN 50-FEET OF DISPENSERS AND AT THE EQUIPMENT COMPOUND.7. RUN TIME FILL PIPING ABOVE GROUND ON JERSEY BARRIER. PROVIDEUNISTRUT SUPPORTS 6' MAX O.C.REDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UN AUTHORI ZED US E, R EPRODUCTION, PUBL ICATION , D ISTRIBU TI ON OR SALE I N WHO LE OR IN PART, I S ST RIC TL Y FORBIDDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
ISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251 PB
c:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\P2-PIPING PLAN.dwg08/07/20258/7/2025 11:57:16 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
PIPING PLAN
21330.00PBMLP2.0FUELING AREA LAYOUT (1" = 20')WSNE02040601" = 20'10ENLARGED COMPOUND LAYOUT (1" = 4')WSNE
GRADE9" ±PVC CAPLOOSESS TUBING2" ENT SLEEVEPLUG END OF SLEEVE WITHSILICONE OR POLYURETHANE FOAMN.T.S.TYPICAL SLEEVE TRANSITION-AELECTRICAL CONDUITS(SEE ELECTRICAL PLANFOR ACTUAL NUMBERS)BARE COPPER GROUND WIRE MINIMUM30" BELOW EARTH'S SURFACE(SEE ELECTRICAL PLAN FOR SIZE ANDAPPROX. LOCATION)2" ENTRED DETECTABLE"WARNING" MARKERTAPE ALONG TRENCHSLURRY, SAND, NATIVE BACK FILLEXIST. FINISHED GRADESLURRY OR SAND12"6"12"12" MIN2" MINAS REQUIREDN.T.S.TYPICAL TRENCH SAW CUT EXISTING PAVEMENTOR TRENCH EXISTING GROUNDSS TUBING,SIZE PER P&ID18" MINIMUM2"TYP6"MIN.6"MIN.B-VALVE PANEL CONNECTION(S)N.T.S.-DCOMPR. 1A BUFFER STORAGEFAST FILLSee above rightfor continuationPressure Gauge 2-1/2", LF, SS(1.5-2x Inlet Pressure)Block and BleedGauge ValveHoke/SwagelokBleed ValveFireproofBall ValveConnection toMSAPipe SupportPer Detail (TYP)See below leftfor continuationY-StrainerNATURAL GASNATURAL GASNATURAL GASFlanged Dryer InletFlanged Dryer OutletPIPE SUPPORT AND FOUNDATIONUNISTRUT "CUSH-A-CLAMP"PART NUMBERSPIPE SIZE[NPS]MATERIALPART NO.3"304 SS056N062SS4"304 SS072N080SS6"304 SS106N114SSCUSH-A-CLAMP PIPE SUPPORT(SEE TABLE)UNISTRUT P1000 CHANNEL1-5/8" X 1-5/8", 12 GAGE,UNISTRUT DEFENDER FINISHUNISTRUT 12 " X 1516 " CAP SCREW,P/N HHCS050094EG AND CHANNELNUT P/N P1010 (TYP 2-LOC)UNISTRUT POST BASEP/N P2072A SQUNISTRUT END CAP P/N P1280AHILTI KWIK BOLT 31/2" X 3-3/4"HOT DIP GALVANIZED(TYP 4-LOC)2'2'FireproofBall ValvePressure Gauge2-1/2", LF, SS(1.5-2x Inlet Pressure)Block and BleedGauge ValveFlex HosePressureRegulatorFlanged Connectionto CompressorCheck ValveSCHEMATIC INLET PIPING DETAILN.T.S.C-COALESCING FILTER CONNECTION(S)N.T.S.COALESCING FILTER ON RACKBLEED VALVE1" BALL VAVLE (2 LOC)FLOWFLOWFILTER RACK ASSEMBLY(SEE P-1.0 & P-1.1 FOR FILTER COUNTAND LOCATION)MOUNTING CONNECTION FORCONCRETE PADMOUNTING CONNECTION FORK-RAIL INSTALLATIONF-NATURAL GASNATURAL GASDETAIL OF ANODELESS RISERN.T.S.LENGTH PER PLANNATURAL GASNATURAL GASANODELESS RISERW/ FLANGE ISOLATION KIT(PE 4710 MATERIAL)(RFF-END - A106B CS)ANODELESS RISERW/ FLANGE ISOLATION KIT(PE 4710 MATERIAL)(RFF-END - A106B CS)-EN.T.S-GSPHERICAL STORAGE VESSELSREFER TO NOTE 3.6 @ P0.0FOR U.G PE PIPE REQUIREMENT6000 PSI GAUGEW/BLOCK & BLEEDVALVE1/2"EPOXY ANCHOR BOLTS4" EMBED5"X5"X3/8" STEEL PLATE3/8" DIA WEEP HOLETHREAD-O-LETOR TEE, QTY &SIZE AS REQ'D3" SCH 80 CS PIPE10'0"16"2'8"2'x2' SLABCUSTOMER VENT CONNECTION15"15"13" TYP 1/2" (TYP 4)5"5"15"VENT STACK MOUNTING3/163/165"x5"x3/8" A36STEEL GUSSET15"x15"x3/8"A36 STEEL PLATEDRAINSEE STRUCTURAL DRAWINGSFOR FOOTING INFORMATIONAND ANCHORAGE DETAILSK-RAIL BRACKETTOPSST FUEL LINE#2/0 BCW GROUND3/4"C ESD CIRCUIT3'(TYP)9"1'-6"PLAN VIEWGRADEP-3.0AK-RAILBRACKET3/8" SS FUEL LINE3/8" BALL VALVE3/8" SS3"x3"x1.88" SQUARE FUELING POSTFUELING NOZZLE HOLDERP3300 UNISTRUT1-5/8"X7/8"#2/0 BCWGROUND"A"DETAIL "A"SCALE 4:1N.T.S.H-JERSEY BARRIER MOUNTED FUEL POSTMANUFACTURERSUPPLIED SERVITGROUND POSTN.T.S.PIPING SUPPORT ON BARRIEREX. SURFACEBARRIER1" SS TUBINGCUSHION CLAMPED3/4" EMT (GROUND)1" RGC (ESD)UNISTRUTTOP MOUNTED-Ic:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\P3-PIPING SECTIONS AND DETAILS.dwg5/6/20258/7/2025 11:57:30 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
PIPING DETAILS
21330.00PBMLP3.0REDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UN AUTHORI ZED US E, R EPRODUCTION, PUBL ICATION , D ISTRIBU TI ON OR SALE I N WHO LE OR IN PART, I S ST RIC TL Y FORBIDDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
ISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251 PB
MMENGLARGED FUELING AREA SIGNAGE PLAN (1" =20')SIGN SPECIFICATIONSYMBOLSIGN #LOCATION:CNG EQUIPMENT COMPOUND ENTRANCESMATERIAL:10" X 14" X 1/8", ALUMINUM FASTENED WITH SCREWS OR STRAPS.SUPPLIED BY:MATERIAL:METAL TAG WITH RED BACKGROUND AND 1" WHITE LETTERING.LOCATION: TIED TO BODY OF BLOCK VALVE (BV) IMMEDIATELY DOWNSTREAM OF METER SET ASSEMBLY (MSA).SUPPLIED BY:LOCATION:ABOVE EACH ESDMATERIAL:14" X 10" X 1/8" THICK ALUMINUM, ROUNDED CORNERS FASTENED WITH SCREWS OR STRAPS, 2" HIGH RED LETTERS WITH WHITE BACKGROUND.SUPPLIED BY:MATERIAL:14" X 3.5" X 1/8" METAL DECAL, FASTENED WITH SCREWS OR STRAPS, 0.875" HIGH RED LETTERS WITH WHITE BACKGROUND.LOCATION:SUPPLIED BY:GAS SHUTOFFVALVESUPPLIED BY:OUTSIDE FENCE FACING STREET /MATERIAL:SUPPLIED BY:MATERIAL:MIN. 3" ADHESIVE LETTERING, BLACK LETTERS WITH WHITE BACKGROUNDLOCATION:CONTRACTORCONTRACTORCONTRACTORABOVE EACH FIRE EXTINGUISHER / ESD POSTSUPPLIED BY:MATERIAL:12"W X 18"H ON 1/8" THICK SHEET METAL, ROUNDED CORNERS FASTENED WITH SCREWS OR STRAPS, RED LETTERS WITH WHITE BACKGROUND.CONTRACTORNO SMOKINGFLAMMABLE GASCODE REFERENCE:CODE REFERENCE:CODE REFERENCE:CODE REFERENCE:CODE REFERENCE:STOP MOTORCAGI B19.1UPC 1212.5NFPA 52 SECTION 11.3.2.16.5NFPA 52 SECTION 5.1.2.1 & 5.2.2.111" X 11" X 1/8" THICK FIBERGLASS, FASTENEDWITH SCREWS, BLACK CHARACTERS WITH NFPAHAZARD WITH WHITE DIAMOND BACKGROUND.GRAINGER ITEM#:5AZ67EXCEPTION: DECAL @ STORAGE VESSELCONTRACTORNFPA 52 SECTION 7.14.12.1, IFC 5003.7.1CONTRACTORCONTRACTORLOCATION:MATERIAL:GRAINGER ITEM#:4T661, 1M112, 1M328, 1K991SUPPLIED BY:MATERIAL:SAFETY SIGN 10" X 14" SIZELOCATION:SUPPLIED BY:CONTRACTORCONTRACTORGRAINGER ITEM#:4T648, 1M244, 1M460, 1M016ROUNDED CORNERS FASTENED WITH SCREWS OR STRAPS, SAFETY SIGN 10" X 14" SIZEROUNDED CORNERS FASTENED WITH SCREWS OR STRAPS, GRAINGER ITEM#:4T689, 1M158,1M374, 1K911GRAINGER ITEM#: 4FP26LOCATION:SHUTDOWNNATURAL GASCOMPRESSEDEMERGENCYNO SMOKINGFLAMMABLE GASNATURAL GAS VEHICLE FUELCYLINDERS SHALL BE INSPECTEDAT INTERVALS NOT EXCEEDING 3YEARS TO ENSURE SAFEOPERATION OF THE VEHICLE.NATURAL GAS FUEL CYLINDERSPAST THEIR END OF LIFE DATESHALL NOT BE REFUELED ANDSHALL BE REMOVED FROMSERVICE2013 NFPA 52 SECTION 7.14.12VISIBLE SIDES OF STORAGE VESSEL(S)ABCDEFGHJ140CNGSHUTDOWNNATURAL GASCOMPRESSEDEMERGENCYELEVATION AT EMERGENCY SHUT DOWN (TYP.)42"12" MIN
ELEVATION AT EQUIPMENT AREA (TYP.)48"
(MIN.)140CNGCOLOR CODE:GRAINGER ITEM# SIZE1 - BLUE5AX794"4 - REDAD8514"0 - YELLOW5AH224"CNG- WHITE "C"-4T7462" "N"-4T757 2" "G"-4T7502"CODE REFERENCE:NFPA 704 SECTION 4.2.3.3YCNEGREMESTOP CNG EQUIPMENT COMPOUND ENTRANCESCNG EQUIPMENT COMPOUND ENTRANCESLOCATION:CNG EQUIPMENT COMPOUND ENTRANCESMATERIAL:SAFETY SIGN, 10" X 14"ROUNDED CORNERS FASTENED WITH SCREWS OR STRAPS, SUPPLIED BY:CONTRACTORGRAINGER ITEM#:4T633, 1M276, 1M492, 1M054KON STORAGE VESSEL(S) AND ALL ACCESS GATE(S)TO CNG EQUIPMENT COMPOUNDSIGN SPECIFICATIONSYMBOLSIGN #MATERIAL:SAFETY SIGN, SIZE 10" X 14" SUPPLIED BY:CONTRACTORCNG EQUIPMENT COMPOUND ENTRANCESSUPPLIED BY:LOCATION:DRIVEWAYMATERIAL:SECURITY SIGN SIZE 10" X 14"MATERIAL, 65 MIL THICK. 0.875" HIGH LETTERINGBLACK LEGEND COLOR, WHITE BACKGROUND,FOUR MOUNTING HOLES.CONTRACTORGRAINGER ITEM#:4T678, 1M152, 1M368, 1K905ROUNDED CORNERS FASTENED WITH SCREWS OR STRAPS, GRAINGER ITEM#:3JE44SUPPLIED BY:LOCATION:CNG COMPOUND ENTRANCES /MATERIAL:CLEAN ENERGYLOREN ELECTRIC SIGNSNATURAL GASSUPPLIED BY:MATERIAL: ADHESIVE PIPE LABEL TAPEBLACK LETTERING, SIZE PER ASME A13.1 TABLE 3SAFETY YELLOW BACKGROUNDCONTRACTORVENDOR: GRAINGER 4T609/4T561 <2"Ø PIPEASME A13.1LMNQRCNG DISPENSER AREA FOR FAST FILL ONLYLOCATION:12" X 18" X 1/8", ALUMINUM FASTENED WITH SCREWS OR STRAPS.ITEM#: CLEN-AP-00034OSUPPLIED BY:LOCATION:CNG DISPENSERSMATERIAL:CLEAN ENERGYLOREN ELECTRIC SIGNS4" X 6.5",DECAL ITEM#: CLEN-AP-00034SUPPLIED BY:LOCATION:CNG DISPENSERSMATERIAL:CLEAN ENERGYLOREN ELECTRIC SIGNS2" X 3.5",DECAL ITEM#:TBDLOCATION:MOUNTED ON DISPENSER POSTS OR CANOPY COLUMNS.MOUNTED AT HEIGHT OF 72" ABOVE GRADE.REDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UN AUTHORI ZED US E, R EPRODUCTION, PUBL ICATION , D ISTRIBU TI ON OR SALE I N WHO LE OR IN PART, I S ST RIC TL Y FORBIDDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
ISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251 PBThis CNG dispenser temperature compensation systemhas been verified as accurate in accordance with Clean Energy Telephone No.: 1-866-278-3674NFPA 52-2019.c:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\P4.0 SIGNAGE PLAN.dwg08/07/20258/7/2025 11:58:00 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
SIGNAGE PLAN
21330.00PBMLP4.01. ALL SIGNS SHALL BE IN ACCORDANCE WITH OSHA SPECIFICATIONS 1910.145 AND ANSI SPECIFICATION Z535.2. ALL SIGNS SHALL BE SUITABLE FOR OUTDOOR USE AND INSTALLED WITH A 2" TAMPER RESISTANT CHAIN LINK FENCE SIGN MOUNTING KIT WHERE APPLICABLE3. SIGNS SHALL BE MADE OF 0.08 INCH THICK ALUMINUM WITH BAKED ENAMEL BACKGROUND UNLESS OTHERWISE NOTED. LETTERS SHALL BE BAKED ENAMEL OR 3M WEATHERIZED VINYL - SIZE, COLOR AND FONT AS NOTED.4. VENDORS LISTED ARE FOR ESTABLISHING STANDARDS OF QUALITY AND PERFORMANCE. OTHER MANUFACTURERS MAY BE SUBSTITUTED UPON APPROVAL.5. CONTRACTOR SHALL PROVIDE AND INSTALL SIGNAGE AS SHOWN ON THE DRAWINGS. IN ADDITION, CONTRACTOR SHALL TAG ALL EQUIPMENT AND VALVES AND SHALL LABEL ALL LINES IN ACCORDANCE WITH ANSI A13.1.6. SIGNS SHALL BE PROVIDED AND INSTALLED WITH NECESSARY BRACKETS, SUPPORTS AND HARDWARE. BRACKETS, SUPPORTS AND HARDWARE SHALL BE GALVANIZED. ALL HARDWARE SHALL BE VANDAL AND TAMPER RESISTANT.7. WHERE SIGNAGE IS TO BE ATTACHED TO EXTERIOR SURFACE OF EQUIPMENT, SUCH AS COMPRESSOR ENCLOSURE OR DISPENSER FRONT PANEL, SIGN MATERIAL SHALL BE SELF ADHESIVE VINYL.8. SIGNS SHALL BE LOCATED FOR EASY VISIBILITY FROM ALL SIDES.SIGNAGE NOTESSUPPLIED BY:MATERIAL: ADHESIVE PIPE LABEL TAPEWHITE LETTERING, SIZE PER ASME A13.1 TABLE 3SAFETY BLUE BACKGROUNDCONTRACTORVENDOR: GRAINGER 781VR4 <3/4"Ø PIPEASME A13.1SCOMPRESSED AIRPLACE MARKER:1. TO INDICATE DIRECTION OF FLOW BY LABELINGWITH ARROWS AT ONE OR BOTH ENDS OF THELABEL2. TO BE VISIBLE FROM THE POINT OF NORMALAPPROACH3.NEAR VALVES, FLANGES, EQUIPMENTCONNECTIONS, AND CHANGES IN PIPE DIRECTION4.BOTH SIDES OF OF CEILING, WALL OR FLOORPENETRATIONS5.AT ANY LINE ENTRY OR RE-ENTRY POINT6.EVERY 25' TO 50' ON STRAIGHT PIPE RUNS7.IT IS RECOMMENDED THAT PIPES LESS THAN .75"IN DIAMETER BE LABELED WITH A PERMANENTTAG.PIPE MARKER SIZE CHART - ASME 13.1 TABLE 3GRATE TUBING PROTECTION* MANUFACTURER: FIBERGRATE OR EQUIVALENT* PART NUMBERS: AS SHOWN OR EQUIVALENT(NOTE: ALTERNATE SIZES AVAILABLE)PART NUMBERS:1. GRATE (#264465) SPEC: 1" DEEP 1-1/2x1-1/2" SQUARE MESH, 4'x8' PANEL SIZE, YELLOW, CORVEX, GRIT2. SQUARE TUBE (#1644350) SPEC:3"x3"x1/4" SQUARE TUBE, LENGTH 20', DARKGRAY.3. SQUARE TUBE TO GRATE CLAMP (#710160) SPEC: M-5 CLIP ASSEMBLY FOR 1" DEEPx1-1/2" SQ.MESH, FASTENER LENGTH 1-3/4", 3/4" THICK4.SQUARE TUBE TO PAD L -SHAPE CLAMP (#1614400)SPEC: 3"x3"x3/8" LEG ANGLE, LENGTH 20', DARK GRAY5.C-SHAPE & OVER STEP/C-SHAPE (#1664300) SPEC:C-CHANNEL 6"x1-5/8"x1/4", LENGTH 20', DARKGRATEENLARGED COMPOUND SIGNAGE PLAN (1" =6')KEY MAP SAFETY SIGNAGE PLAN (1" =30')ESD & FIREEXTINGUISHERESD & FIREEXTINGUISHERESD & FIREEXTINGUISHERSEE ENLARGEDCOMPOUND PLANSEEENLARGEDCOMPOUNDPLAN(TYP.)(TYP.)(TYP.)ESD & FIREEXTINGUISHERESD & FIREEXTINGUISHERESD & FIREEXTINGUISHERESD & FIREEXTINGUISHER
4.3MATERIALSA. GENERAL1.ALL MATERIALS SHOWN ON THE DRAWING PLANS AND DETAILS ARE THEMAIN ITEMS OF CONSTRUCTION AND ARE NOT TO BE CONSTRUED ASALL-INCLUSIVE. THE CONTRACTOR SHALL MAKE COMPLETE ALLELECTRICAL INSTALLATIONS IN A NEAT, PROFESSIONAL, ANDWORKMANLIKE MANNER.2.THESE DESIGN DRAWINGS ARE SCHEMATIC AND DO NOT SHOW ALLOFFSETS, BENDS, ELBOWS, OR OTHER SPECIFIC ELEMENTS WHICH MAY BENEEDED FOR PROPER INSTALLATION. EXCEPT WHERE SHOWN INDIMENSIONAL DETAIL, THE LOCATIONS OF SWITCHES, RECEPTACLES,LIGHTS, MOTORS, OUTLETS, AND OTHER EQUIPMENT ON PLANS AREAPPROXIMATE. SUCH ITEMS SHALL BE PLACED SO AS TO ELIMINATEINTERFERENCE WITH DUCTS, PIPING, AND EQUIPMENT. THE EXACTLOCATION SHALL BE DETERMINED IN THE FIELD.3.EQUIPMENT SIZES SHOWN ON THE DRAWINGS ARE MINIMUM UNLESSOTHERWISE INDICATED. BEFORE INSTALLING ANY WIRE OR CONDUIT, THECONTRACTOR SHALL OBTAIN THE EXACT EQUIPMENT REQUIREMENTS ANDSHALL INSTALL WIRE, CONDUIT, DISCONNECT SWITCHES, MOTORSTARTERS, HEATERS, CIRCUIT BREAKERS, AND OTHER ITEMS OF THECORRECT SIZE FOR THE EQUIPMENT ACTUALLY INSTALLED. HOWEVER,WIRE AND CONDUIT SIZES SHOWN ON THE DRAWINGS SHALL BE TAKEN ASA MINIMUM AND SHALL NOT BE REDUCED WITHOUT WRITTEN APPROVAL.4.MATERIALS AND EQUIPMENT FURNISHED BY THE THE CONTRACTOR SHALLBE NEW, AND BE IN COMPLIANCE WITH THESE SPECIFICATIONS.MATERIALS AND EQUIPMENT SHALL BE PRODUCTS THAT HAVE BEEN INSATISFACTORY COMMERCIAL OR INDUSTRIAL USE AT LEAST TWO YEARSPRIOR TO AWARD OF CONTRACT.5.ALL CONDUIT, CONDUIT FITTINGS, AND ENCLOSURES SHALL BE PROPERLYPROTECTED FROM ANY MOISTURE DURING STORAGE. THE CONTRACTORSHALL ENSURE THAT AT THE TIME OF USE, THE MATERIALS ARE CLEAN,DRY AND SUITABLE FOR THEIR INTENDED USE.6.MAIN CIRCUIT BREAKERS FEEDING SYSTEMS RATED 1000 AMPS AND ABOVESHALLINCLUDE GROUND FAULT CIRCUIT INTERRUPTERS (GFCI).8. MAIN SWITCHBOARD SHALL BE NEMA 3R, WITH AN INTERRUPTINGCAPACITY OF 65KAIC, FULLY RATED. ROOF OF SWITCHBOARD SHALLSLOPE AWAY FROM THE SWITCHBOARD'S FRONT.9.ELECTRICAL EQUIPMENT SHALL BE LISTED BY A NATIONALLY-RECOGNIZEDTESTING LABORATORY ACCEPTABLE BY THE AHJ.B.CABLE AND WIRE1.CABLE AND WIRE FOR POWER AND CONTROL CIRCUITS AT 600 VOLTS ANDBELOW SHALL BE 600 VOLT COPPER, TYPE THWN-2. WIRE SIZES #12 AWGAND SMALLER MAY BE SOLID OR STRANDED; ALL LARGER SIZES SHALL BESTRANDED.2.IF ALLOWED BY THE ELECTRIC UTILITY COMPANY, ALUMINUMCONDUCTORS MAY BE USED FOR THE MAIN UTILITY FEEDER. CONTRACTORSHALL SUBMIT WIRE DATA AND CALCULATIONS FOR APPROVAL BY THEENGINEER.3.GROUND WIRE SHALL BE MEDIUM DRAWN BARE STRANDED COPPER . ALLGROUND CONNECTIONS AND FITTINGS SHALL BE CAST OR FORGEDCOPPER ALLOY BODY.4.INSTRUMENT WIRING SHALL BE AS CALLED FOR ON THE PLANS.C.GROUNDINGINSTALL GROUND WELL'S/ RODS AS NOTED ON THE ELECTRICALDRAWINGS.D.CONDUIT1.ABOVEGROUND CONDUIT FOR POWER CONDUCTORS IN PERMANENTLYINSTALLED NON-FLEXING SERVICE SHALL BE THREADED RIGID METALCONDUIT (RMC) OR THREADED STEEL INTERMEDIATE CONDUIT (IMC).UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC, UNLESS NOTEDOTHERWISE IN THE DRAWINGS.2.UNDERGROUND PVC CONDUIT SHALL BE FITTED WITH RMC SWEEPS ANDRISERS AT TRANSITIONS TO ABOVEGROUND; HOWEVER, RISERS INTOPANELS OR SWITCHBOARDS IN NON-HAZARDOUS LOCATIONS MAY BE PVC.UNDERGROUND RMC SHALL BE PVC-COATED GALVANIZED STEEL.3.FLEXIBLE CONDUIT SHALL BE STEEL LIQUID-TIGHT WITH A PVC JACKETSUITABLE FOR THE AREA CLASSIFICATION IN WHICH IT IS TO BE INSTALLED.4.CONDUIT INSTALLED WITHIN HAZARDOUS AREAS SHALL BE THREADED IMCOR RMC. PROVIDE CONDUIT SEALS WHERE CONDUIT CROSSESBOUNDARIES OF HAZARDOUS AREAS, OR AS OTHERWISE REQUIRED BYCODE.E.CONDUIT FITTINGS1.CONDUIT BODIES WITH COVERS SHALL HAVE URETHANE GASKETS ANDSTAINLESS STEEL ATTACHING SCREWS. CONDUIT BODIES INNON-HAZARDOUS AREAS AND DIV. 2 HAZARDOUS AREAS SHALL BECOOPER "CONDULET" FORM 8; AND IN DIV 1 HAZARDOUS AREAS, COOPER"CONDULET" OE OR GU SERIES. BODY MATERIAL SHALL BE FERALOY IRONALLOY, ELECTROGALVANIZED AND FINISHED WITH ACRYLIC PAINT.2.METAL CONDUIT RISERS INTO PANEL BOARDS AND SWITCHBOARDS SHALLBE FITTED WITH INSULATED GROUNDING BUSHINGS. BUSHINGS SHALLHAVE GROUNDING SADDLES AND SET SCREWS SUITABLE FOR A #6 AWGBCW GROUND BOND WIRE.3.MAINTAIN 1 FOOT MINIMUM HORIZONTAL CLEARANCE BETWEEN INCOMINGUNDERGROUND UTILITIES (GAS OR ELECTRIC) AND OTHER PIPING ORCONDUITS.4.WHERE MULTIPLE CONDUITS COME TO THE SURFACE, THROUGH SLABS ORPADS, CONDUIT SHALL CONTINUE TO 6 INCHES ABOVE THE SURFACEBEFORE CONNECTING TO FITTINGS OR SEALS, WHEREVER PRACTICAL.5.WHERE A SINGLE CONDUIT COMES TO THE SURFACE THROUGH A SLAB ORPAD, CONCRETE ENCASEMENT SHALL TERMINATE AT THE SLAB OR PADSURFACE. IF RISING INTO SLAB-MOUNTED OR PAD MOUNTEDSWITCHBOARDS, MOTOR CONTROL CENTERS, AND SIMILAR EQUIPMENT,EXTEND THE CONDUIT UP 3 INCHES ABOVE SURFACE OF SLAB.6.TYPE PVC CONDUIT SHALL BE PERMITTED WHERE ENCASED IN ACONCRETE ENVELOPE A MINIMUM OF 50 MM (2 IN.) THICK AND PROVIDEDWITH NOT LESS THAN 600 MM (24 IN.) OF COVER MEASURED FROM THE TOPOF THE CONDUIT TO GRADE.7.THREADED RIGID METAL CONDUIT OR THREADED STEEL INTERMEDIATEMETAL CONDUIT SHALL BE USED FOR THE LAST 600 MM (24 IN.) OF THEUNDERGROUND RUN TO EMERGENCE OR TO THE POINT OF CONNECTIONTO THE ABOVEGROUND RACEWAY.H.ABOVEGROUND CONDUIT INSTALLATION1.ARRANGEMENT AND GROUPING OF DUCTS SHALL BE RUN AS-SHOWN ONTHE DRAWINGS, FROM PLACE-TO-PLACE, AND SHALL BE INSTALLED ATELEVATIONS IN ABOVEGROUND CONDUIT.2.SUPPORT EXPOSED CONDUIT ON MAXIMUM SIX (6) FOOT CENTERS ANDWITHIN TWO (2) FEET OF ANY CONNECTION POINT. CONDUIT AND FITTINGSMAY BE SUPPORTED FROM MACHINERY SUPPORTING STRUCTURESADEQUATE FOR ADDITIONAL WEIGHT. CONDUIT AND FITTINGS SHALL NOTBE CLAMPED OR WELDED OR BOLTED TO VESSELS FOR MACHINERYEXCEPT AS SPECIFICALLY PERMITTED BY CLEAN ENERGY OR AS SHOWNON THE DRAWINGS.3.FACTORY 90 DEGREE CONDUIT BENDS SHALL BE USED FOR CONDUIT SIZED1-1/2 INCHES AND ABOVE. RADIUS OF FIELD BENDS SHALL NOT BE LESSTHAN 10 TIMES DIAMETER OF CONDUIT. CONDUIT BENDS AND OFFSETSSHALL BE AVOIDED WHERE POSSIBLE. CONDUIT FLATTENED OR WRINKLEDDURING BENDING SHALL NOT BE USED.4.ENDS OF ALL METAL CONDUITS TERMINATING IN PANEL BOARDS ANDSWITCHBOARDS SHALL BE PROVIDED WITH INSULATED GROUNDINGBUSHINGS. BOND INSULATED GROUNDING BUSHINGS TO EQUIPMENTGROUND USING #6 AWG BCW.5.INSTALL LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT BETWEEN RIGIDCONDUIT AND MOTORS, VIBRATING EQUIPMENT, MOVABLE EQUIPMENT,AND INSTRUMENTS. MINIMUM ONE (1) FOOT AND MAXIMUM THREE (3) FEETIN LENGTH.6.INSTALL CONDUIT SEALS WHERE REQUIRED. POUR SEALS WITH THE SEALMANUFACTURER'S SPECIFIED COMPOUND AFTER SYSTEMS AREFUNCTIONAL AND HAVE BEEN ACCEPTED BY CLEAN ENERGY AND THEJURISDICTION. SEAL FITTING PLUGS SHALL NOT BE INSTALLED FOR 24HOURS AFTER POURING SEALING COMPOUND.7.OPEN ENDS OF CONDUITS SHALL BE CAREFULLY PLUGGED DURINGCONSTRUCTION TO PREVENT THE ENTRANCE OF FOREIGN MATERIALS.AFTER CONDUITS ARE INSTALLED, PULL A MANDREL THROUGH EACHCONDUIT TO CLEAR THE CONDUIT OF DEBRIS. FOLLOW THE MANDREL WITHWIRE BRUSHES AND SWABS TO COMPLETELY CLEAN THE CONDUIT.IMMEDIATELY AFTER A CONDUIT IS CLEANED, PLUG OR CAP THE RUN.INSTALL PULL STRINGS IN ALL SPARE CONDUITS, 3/16" NYLON MIN.8.COVERED OPENINGS ON CONDUIT FITTINGS SHALL NOT BE BLOCKED BYSTRUCTURAL STEEL OR PIPE WHICH WOULD NECESSITATE DISASSEMBLYOF PIPE, OR OTHER EXTREME MEASURES, FOR ACCESS TO THE INTERIOROF FITTINGS FOR FUTURE WIRE REPLACEMENT AND PULLING.9.ON MASONRY AND CONCRETE STRUCTURES, CONDUITS SHALL BEATTACHED WITH ONE-HOLE PIPE STRAPS AND CLAMP-BACKS USINGSCREW ANCHORS OR EXPANSION BOLTS.10.EXPOSED CONDUIT SHALL BE INSTALLED PARALLEL TO STRUCTURALMEMBERS AND SURFACES.11.TWO OR MORE CONDUITS IN THE SAME GENERAL ROUTING SHALL BEPARALLEL WITH SYMMETRICAL BENDS.12.CONDUITS SHALL BE INSTALLED AT LEAST 6 INCHES FROM HIGHTEMPERATURE PIPING, DUCTS, AND FLUES.13.CONDUIT CONNECTIONS TO SHEET METAL ENCLOSURES SHALL BESECURELY FASTENED BY LOCKNUTS INSIDE AND OUTSIDE.14.CONDUITS SHALL BE INSTALLED BETWEEN THE REINFORCING STEEL INWALLS OR SLABS WHICH HAVE REINFORCEMENT IN BOTH FACES. IN SLABSWHICH HAVE ONLY A SINGLE LAYER OF REINFORCING STEEL, CONDUITSSHALL BE CLEAR OF THE STEEL AND THE CONCRETE SURFACE.15.UPON COMPLETION, ENSURE THAT EQUIPMENT IS CLEAN; STRUCTURALELEMENTS ARE COMPLETE AND TIGHT; ARE PROPERLY HARNESSED,SECURED, AND IDENTIFIED; CONDUITS ARE BUSHED, TAGGED, ANDSUPPORTED; SEALS ARE IN PLACE; GROUND WIRES ARE PROVIDED ANDCONNECTED; TAGS, LABEL PLATES, AND INSTRUCTION PLATES AREATTACHED AND SECURE.c:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\E0.0 ELECTRICAL NOTES CA.dwg12/05/20248/7/2025 11:58:07 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
ELECTRICAL NOTES
21330.00PBMLE0.0F.CABLE AND WIRE TERMINATIONS1.ALL POWER CABLE SHALL BE TERMINATED WITH COMPRESSION LUGS ORMECHANICAL LUGS .2.CONTROL, ALARM AND SIGNAL WIRE SHALL BE TERMINATED WITHCOMPRESSION SPADES OR RING LUGS WHERE SCREW TERMINALS AREPROVIDED. SOLDER CONNECTIONS ARE NOT ALLOWED.3.CABLES AND CONDUCTORS SHALL BE CONTINUOUS BETWEEN TERMINALS,AND NOT JOINED BY SPLICES OR WIRE NUTS, EXCEPT AS NECESSARY TOCONNECT TWO OR MORE WIRING BRANCHES TOGETHER IN A JUNCTIONBOX.4.IN CLASS I, DIVISION 2 LOCATIONS, ALL WIRING METHODS PERMITTED IN501.10(A) AND THE FOLLOWING WIRING METHODS SHALL BE PERMITTED:(1) RIGID METAL CONDUIT (RMC) AND INTERMEDIATE METAL CONDUIT(IMC) WITH LISTED THREADLESS FITTINGS.(2) ENCLOSED GASKETED BUSWAYS AND ENCLOSED GASKETED WIREWAYS.(3) TYPE PLTC AND TYPE PLTC-ER CABLE IN ACCORDANCE WITH THEPROVISIONS OF ARTICLE 725, INCLUDING INSTALLATION IN CABLE TRAYSYSTEMS. THE CABLE SHALL BE TERMINATED WITH LISTED FITTINGS.G.ENCLOSURES1.ENCLOSURES FOR EQUIPMENT AND DEVICES SHALL BE UL LISTED, NEMA3R OR NEMA4 IN NON-HAZARDOUS AREAS, AND NEMA 7 IN CLASS 1 , DIV 1 OR DIV 2 AREAS.2.ENCLOSURES IN NON-HAZARDOUS AREAS SHALL BE PROVIDED WITH WATER TIGHT CONDUIT HUBS ON TOP- AND VERTICAL SURFACES.GASKETS AND O-RINGS SHALL BE INSTALLED AS INSTRUCTED BYMANUFACTURER, TO MAINTAIN WEATHER TIGHTNESS.3.PULL BOXES AND JUNCTION BOXES SHALL BE UL LISTED FOR NEMA 3R INNON-HAZARDOUS AREAS, AND NEMA 7 IN CLASS 1, DIV 1 EXTERIOR AREAS.ALL PULL BOXES INSTALLED WHEREVER TRAFFIC MIGHT COME INCONTACT SHALL BE TRAFFIC RATED. ALL IN-GROUND PULL BOXES SHALLBE EQUIPPED WITH LOCK DOWN DEVICES.H.EQUIPMENT MOUNTING1. EQUIPMENT SHALL BE SECURED WITH CORROSION-PROOF BOLTS,STRAPS, HANGERS, AND SUCH OTHER HARDWARE AND DEVICES AS ARENECESSARY OR APPROPRIATE.I.SPECIALTY EQUIPMENT1. ESD PUSH BUTTONS: BUTTONS SHALL BE MAINTAINED PUSH-PULL TYPEWITH LARGE, RED, MUSHROOM HEAD PUSH BUTTON THAT IS NORMALLYCLOSED. ESD BUTTONS SHALL BE LISTED FOR GROUP D, CLASS 1,DIVISION 2 HAZARDOUS AREAS. DO NOT INSTALL ESD BUTTONS IN CLASS1,DIVISION 1 HAZARDOUS AREAS.2. EMERGENCY PHONE: FURNISH EMERGENCY TELEPHONE(S) IF SHOWN INTHE DRAWINGS. FURNISH STANDARD INDUSTRIAL DIAL-OUT PHONE WITHWEATHER PROOF ENCLOSURE FOR OUTDOOR USE. CEE CO EMERGENCYTELEPHONE, PART NO. WPP-331-D-R.4.4 INSTALLATION REQUIREMENTSA.GENERAL1.INSTALL THE SWITCHBOARD ON THE FOUNDATIONS AS INDICATED BYTHESE DRAWINGS. INSTALL CONDUITS, WIRE, LIGHTING FIXTURES,GROUND GRID, ETC., AS SHOWN ON THE DRAWINGS.B.GROUNDING1.ALL EQUIPMENT GROUNDS SHOULD BE THROUGH SLAB, HIDDEN WHEREPOSSIBLE AND PROTECTED BY PVC CONDUIT.2.GROUNDING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NECARTICLE 250, PART III. SYSTEM GROUND SHALL CONSIST OF 4/0 BARE COPPER STRANDED WIRE GROUND RING 30" BELOW GRADE, ENCIRCLINGTHE EQUIPMENT COMPOUND WITH INTERCONNECTING RUNS BETWEENMAJOR EQUIPMENT COMPONENTS. ALL WIRE TO WIRE CONNECTIONSSHALL BE MADE USING BURNDY "HYGROUND" IRREVERSIBLECOMPRESSION FITTINGS. A MINIMUM OF TWO GROUND RODS SHALL BECONNECTED TO THE SYSTEM AT OPPOSITE SIDES OF THE EQUIPMENTAREA. ADDITIONAL GROUND RODS TO BE INSTALLED AS NECESSARY.GROUND RING TO BE EXTENDED TO FUELING AREAS AND OTHEREQUIPMENT AREAS REMOTE FROM EQUIPMENT COMPOUND, WITHGROUND RODS INSTALLED PER CLEAN ENERGY SPECIFICATIONS.3.AFTER THE GROUNDING SYSTEM HAS BEEN INSTALLED, CONTRACTOR SHALL PERFORM THE FOLLOWING TEST BEFORE ANY GROUND RODS ARECOVERED:A FALL-OF-POTENTIAL TEST METHOD SHALL BE PERFORMED BY A NETACERTIFIED TESTING AGENCY TO ENSURE THE GROUNDING ELECTRODESYSTEM DOES NOT EXCEED 25 OHMS PER NEC ARTICLE 250.C.CONNECTIONS AND CONTROLS1.THE CONTRACTOR SHALL WIRE ALL CONTROL DEVICES FURNISHED BYOTHERS IN ACCORDANCE WITH SCHEMATIC AND WIRING DIAGRAMS FURNISHED WITH THE EQUIPMENT, THIS SPECIFICATION, AND THE CONSTRUCTION DRAWINGS. D.IDENTIFICATION AND LABELING1.INSTALL NON-CORRODING METAL-STRIP CONDUIT TAGS WITH EMBOSSEDCONDUIT NUMBERS AT END POINTS OF ALL CONDUITS, AND AT PENETRATIONS INTO SLABS, GROUND, AND THE EQUIPMENT, ATTACHEDWITH DOUBLE METAL BANDS.2.IDENTIFY EACH CONDUCTOR USING BRADY-TAGS PROTECTED BYHEAT-SHRINKABLE SLEEVES. CONDUCTORS SHALL BE MARKEDWHEREVER THEY TERMINATE IN AN EQUIPMENT ENCLOSURE, AND SHALLBE MARKED WITH THE TERMINAL ID NO. PROVIDED IN THE EQUIPMENTMANUFACTURER'S SHOP DRAWING(S).3.IDENTIFY EACH ITEM OF ELECTRICAL EQUIPMENT WITH A 1 INCH X 2.5 INCHENGRAVED NAMEPLATE. THE LETTERING SHALL BE 316 INCH HIGH, WITHBLACK TEXT ON A WHITE BACKGROUND.4.ALL SPARE CONDUCTORS SHALL BE TAPED AT EACH END AND IDENTIFIED AS SPARE.5.THE INSULATION OF A SINGLE-CONDUCTOR WIRE SHALL BE COLORED ASFOLLOWS:120/208 VOLT CIRCUITSWIRE COLORNEUTRALWHITEPHASE A BLACKPHASE BREDPHASE CBLUEGROUNDGREENFOR LARGE CONDUCTORS AVAILABLE ONLY WITH BLACK INSULATION,APPLY SUITABLY COLORED ELECTRICAL TAPE NEAR TERMINATIONS.E.TESTING AND DEFICIENCIES1.WHEN DEFICIENCIES ARE FOUND, THE DEFICIENCY SHALL BE CORRECTEDAND THE TEST RE-RUN. THIS PROCEDURE SHALL BE REPEATED UNTIL THEDEFICIENCY IS CLEARED. TESTS SHALL BE PERFORMED BY QUALIFIED ANDEXPERIENCED PERSONS.2.ALL INSTALLATIONS AND WIRING SHALL BE THOROUGHLY TESTED TODETERMINE PROPER POLARITY, PHASING, FREEDOM FROM SHORTCIRCUITS, FOR CONTINUITY AND OPERATION OF CONTRACTOR SUPPLIEDEQUIPMENT, RELAYS, INSTRUMENTS, ETC. THE CONTRACTOR SHALLOPERATE ALL CIRCUIT BREAKERS, HAND SWITCHES AND PUSH BUTTONSBY HAND TO DEMONSTRATE PROPER MECHANICAL FUNCTION.3.COMPLETE TEST AND INSPECTION RECORDS SHALL BE MADE BY THE THECONTRACTOR AND INCORPORATED INTO A REPORT, WHICH SHALL BEGIVEN TO THE CLEAN ENERGY. ALL READINGS TAKEN SHALL BERECORDED.4. ALL TESTS SHALL BE PERFORMED IN THE PRESENCE OF CLEAN ENERGY'SPROJECT MANAGER OR REPRESENTATIVE UNLESS INSTRUCTEDOTHERWISE.6. AUTHORIZATION MUST BE OBTAINED FROM CLEAN ENERGY BEFORE ANYWORK IS DONE ON AN ENERGIZED CIRCUIT. THERE SHALL BE NOINTERRUPTION OF ENERGIZED CIRCUITS WITHOUT PRIOR AUTHORIZATION.7. ALL CABLES AND EQUIPMENT INDICATED FOR 480V SERVICE, INCLUDINGMOTORS AND TRANSFORMERS, SHALL BE TESTED FOR GROUND ANDSHORTS BY MEANS OF A MEGGER INSULATION TESTING INSTRUMENT,WHICH SHALL IMPRESS A VOLTAGE OF NOT LESS THAN 500 VOLTS UPONTHE CIRCUIT UNDER TEST.8. WHERE TESTS INDICATE THAT INSULATION WAS DAMAGED BY HANDLING OR DURING INSTALLATION, NEW CABLE SHALL BE INSTALLED AT THETHE CONTRACTOR'S EXPENSE.9.ALL ABOVE GRADE CONNECTIONS SHALL BE ACCESSIBLE FOR INSPECTIONAND TESTING. INTERLOCKING CONTROL AND INSTRUMENTATION WIRINGFOR EACH SYSTEM AND/OR PART OF A SYSTEM SHALL BE CAREFULLYCHECKED TO ASCERTAIN THAT THE SYSTEM WILL FUNCTION PROPERLY ASINDICATED BY THE WIRING DIAGRAMS, SCHEMATIC DIAGRAMS, DESCRIPTION OF OPERATION, ETC.10.CLEAN ENERGY PERSONNEL SHALL SET CIRCUIT BREAKERS AND RELAYSPROPERLY COORDINATED SO THAT EQUIPMENT WILL BE IN PROPER OPERATING CONDITION BEFORE BEING PLACED IN SERVICE.11.UPON COMPLETION OF PRELIMINARY CHECKS, ALL EQUIPMENT SHALL BETESTED FOR SATISFACTORY OPERATION. CLEAN ENERGY PERSONNELSHALL START EQUIPMENT AS DIRECTED BY CLEAN ENERGY'S PROJECTMANAGER OR OTHER AUTHORIZED REPRESENTATIVE.F.ENCLOSURES AND SUPPORTS1.SUPPORTS AND ENCLOSURES SHALL BE PROVIDED FOR ALL CONTRACTORFURNISHED EQUIPMENT.2.BOLT ELECTRICAL EQUIPMENT TO RACKS, PLATES WELDED TO RACKS,PLATES WELDED OR BOLTED TO OTHER STRUCTURES, BUILDINGS, ORWHERE PERMITTED, TO EQUIPMENT. DO NOT WELD TO ELECTRICALEQUIPMENT. PROVIDE BACKING PLATES WHERE EQUIPMENT IS ATTACHEDTO METAL THAT IS LESS THAN 1/8" INCH THICK. CONDUIT BOXES UP TO 6INCHES SQUARE MAY BE SUPPORTED IN CONDUIT RUNS WITHOUTADDITIONAL SUPPORT; HOWEVER, BOXES ON FREE-STANDING STUB-UPSSHALL BE PROVIDED WITH EXTRA SUPPORT.3.SUPPLEMENTARY SUPPORTS, CLIPS, AND BRACKETS SHALL BECONSTRUCTED FROM STANDARD ROLLED STEEL SHAPES, HOT DIPPEDGALVANIZED AFTER FABRICATION. ANGLES, PLATES, CHANNELS,UNI-STRUT, POWER STRUT OR RODS MAY BE USED FOR THIS PURPOSE.WELDING TO A GALVANIZED STRUCTURE SHALL NOT BE PERMITTED. USECORROSION-PROOF BOLTS, STRAPS, ETC.4.RACKS SHALL BE STRUCTURAL SHAPES WELDED OR BOLTED TOGETHERAND SUPPORTED FROM OTHER STRUCTURES, OR INDEPENDENTLYSUPPORTED BY CONCRETE FOUNDATIONS.G.UNDERGROUND CONDUIT INSTALLATION1.MINIMUM BURIAL DEPTH FOR UNDERGROUND CONDUIT SHALL BE 24INCHES BELOW TOP OF FINISHED GRADE. WHERE POWER CONDUIT ISINSTALLED IN THE SAME TRENCH AS GAS PIPE, INSTALL GAS PIPE AT LEAST6" ABOVE THE CLOSEST POWER CONDUIT. ALL UNDERGROUND CONDUITRUNS MUST BE CLEAR OF CROSSING PIPES OR STRUCTURES BY AT LEAST6 INCHES; THUS, MINIMUM DEPTHS GREATER THAN 24 INCHES MAY BENEEDED FOR ADEQUATE SEPARATION FROM OTHER UNDERGROUNDSTRUCTURES .2.CONDUITS PLACED UNDERGROUND SHALL BE RUN AS SHOWN ONDRAWINGS AND SUPPORTED A MINIMUM OF EVERY 10 FEET, USINGFABRICATED DUCT SPACERS, TO PREVENT SAGGING WHILE WAITING FORENCASEMENT OR BACKFILL. CONDUITS RUN IN MULTIPLE SHALL BESEPARATED AT LEAST 2 INCHES CLEAR. THEY SHALL BE SEPARATEDEVENLY THROUGHOUT THE RUN, EXCEPT WHERE IT IS NECESSARY TO FANOUT AT RISERS AND TRANSITIONS. CHANGE OF HORIZONTAL DIRECTIONSOF CONDUIT RUNS SHALL BE MADE IN LONG, GENTLE SWEEPS. INSTALLSPARE CONDUITS AS SHOWN ON DRAWINGS. BACKFILL AND TRENCHINGSHALL BE CONSISTENT WITH THE PROVISIONS OF THIS SPECIFICATION.277/480 VOLT CIRCUITSWIRE COLORNEUTRALGRAYPHASE A BROWNPHASE B ORANGEPHASE C YELLOWGROUNDGREEN/YELLOWCONTROL CIRCUITSWIRE COLOR24VDC (+)ORANGE24VDC (-)YELLOW24VDC SIGNALBLUE120VAC SIGNALREDSPAREVIOLETREDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UN AUTHORI ZED US E, R EPRODUCTION, PUBL ICATION , D ISTRIBU TI ON OR SALE I N WHO LE OR IN PART, I S ST RIC TL Y FORBIDDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
ISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251 PBPART 4 - ELECTRICAL4.1 GENERALA.ELECTRICAL EQUIPMENT, MATERIALS, WORKMANSHIP AND TESTING SHALLBE PROVIDED OR PERFORMED AS DESCRIBED HEREIN. WORK COVEREDBY THESE SPECIFICATIONS INCUDES THE FOLLOWING:1. INSTALLATION OF A NEW 480 VOLT SWITCHBOARD(S).2. INSTALLATION OF INSTRUMENTATION, CONDUIT AND WIRE AS SHOWN ON THE DRAWINGS.3. INSTALLATION OF EQUIPMENT GROUNDING SYSTEM AS SHOWN ON THE DRAWINGS.4. INSTALLATION OF POWER AND LIGHTING CONDUITS AND WIRE AS REQUIRED FOR THIS PROJECT.B.DRAWINGS: THE CONTRACTOR SHALL PROVIDE ALL ELECTRICAL EQUIPMENT AND INCIDENTALS, UNLESS NOTED OTHERWISE, AS NEEDEDTO COMPLETE THE WORK INDICATED IN THE SPECIFICATIONS AND DESIGNDRAWINGS. C.CODES1.MATERIALS, EQUIPMENT, AND INSTALLATION PROVIDED AND PERFORMEDUNDER THIS SECTION SHALL CONFORM TO THE LATEST REQUIREMENTS OFTHE FOLLOWING CODES:NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, NECNFPA 70E - STANDARD FOR ELECTRICAL SAFETY IN THE WORKPLACE.NFPA 52 - VEHICULAR GASEOUS FUEL SYSTEM CODE.LOCAL CODES AND REGULATIONS.2.IN CASE OF DIFFERENCES AMONG BUILDING CODES, SPECIFICATIONS,STATE AND FEDERAL LAWS, LOCAL ORDINANCES, INDUSTRY STANDARDSAND ELECTRICAL DEPARTMENT REGULATIONS AND THE CONTRACTDRAWINGS, THE MOST STRINGENT SHALL GOVERN. THE CONTRACTORSHALL PROMPTLY NOTIFY CLEAN ENERGY IN WRITING UPON DISCOVERYOF ANY SUCH DIFFERENCES.4.2.WORKMANSHIPA.ALL CABLES, CONDUITS, PIPING OR EQUIPMENT LOCATIONS AND ELEVATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL BERESPONSIBLE FOR FIELD CHECKING AND MAKING ALL NECESSARYOFFSETS, AS REQUIRED TO AVOID EXISTING INTERFERENCES AND TOCOORDINATE WITH OTHER TRADES.B.THE DRAWINGS OR SPECIFICATIONS ARE NOT INTENDED TO ALLOW A VIOLATION OF ELECTRICAL WORKING SPACE AROUND ELECTRICAL EQUIPMENT. A 30"W MIN x 48"D x 6'-6"H SPACE SHALL BE CLEAR TO THEFLOOR IN FRONT OF ALL ELECTRICAL PANELS, CONTROLS OR ITEMS THATREQUIRE MAINTENANCE OR ACCESS WHILE ENERGIZED. ANY DEVIATIONFROM THIS MINIMUM SHALL BE APPROVED IN WRITING BY THE ENGINEER.C.THE ELECTRICAL DESIGN IS BASED ON TYPICAL VENDOR EQUIPMENT. THECONTRACTOR SHALL COORDINATE EQUIPMENT INSTALLATION WITH THEACTUAL EQUIPMENT FURNISHED.D.THE CONTRACTOR SHALL PROVIDE ALL FUSES REQUIRED FOR PROJECTPOWER, INCLUDING ANY FUSES BLOWN DURING INITIAL TESTING.E.BONDING JUMPERS SHALL BE INSTALLED TO INSURE CONTINUITY WHERECONDUIT CONNECTIONS AT CONCENTRIC KNOCKOUTS ARE TO SERVE AS AGROUND.F.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ALL WALLS,FLOORS AND PAVING CAUSED BY CONTRACTOR. CONTRACTOR SHALLCOORDINATE WITH CLEAN ENERGY TO PATCH, PAINT AND REPAIR TOMATCH EXISTING CONDITIONS.G.NOTHING IN THESE DRAWINGS AND SPECIFICATIONS SHALL BECONSTRUED AS ALLOWING WORK THAT VIOLATES GOVERNING CODES.THIS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROMCOMPLYING WITH ANY REQUIREMENTS OF THE PLANS OR SPECIFICATIONSWHICH MAY COMPLY WITH, BUT EXCEED THOSE OF GOVERNING CODES.H.SHOULD ANY DEVIATIONS FROM WORK INDICATED ON THE DRAWINGS ORDESCRIBED IN SPECIFICATIONS BE NECESSARY IN ORDER TO MEETCONDITIONS AT THE SITE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFYTHE ENGINEER IN WRITING FOR APPROVAL OF THE DEVIATION REQUESTED.I.CONTRACTOR TO INSTALL 3M 2200 SCOTCH® VINYL MASTIC PAD MIL, 6-1/2"X 4-1/2", OR EQUIVALENT TO THE ENTIRE INSIDE OF EACH MOTOR HOUSINGCOVER TO PROTECT AGAINST AND PREVENT PREMATURE FAILURE DUE TOWIRE RUBBING.J.CONTRACTOR TO INSTALL APPROVED CONDUIT BUSHING IN EACH MOTORJUNCTION BOX SERVICE ENTRANCE, AND DRYER EXPLOSION PROOF BOXSERVICE ENTRANCE TO PROTECT WIRE FROM CUTS OR ABRASIONS.
SERVICE CONDUITS PER UTILITY CO.C4003Ø, 4WMCB3800AF800AT3P, LSI65KAICMCC AUTILITY TRANSFORMERMAIN BREAKERMCB1800AF/800AT3P W/ LOCKING DEVICE65kAIC, LSIG (GFP)C410(FURNISHED BY OTHERS)KIRK KEYGENERATOR BREAKERTERMINALLUG BOXMAIN BREAKERKIRK KEYC401STANDBY GENERATOR SEQUENCE:UNDER NORMAL OPERATION THE GAS DRYER AND ALL OF THECOMPRESSORS ARE ENABLED TO OPERATE.IN THE EVENT UTILITY POWER IS LOST, A MOBILE GENERATOR CANBE BROUGHT IN AND THE OPERATOR WILL SWITCH OVER TO THEGENERATOR USING THE KIRK KEY INTERFACE. UNDERGENERATOR POWER, UP TO (2) COMPRESSORS, A GAS DRYER,AND AUXILIARY LOADS WILL BE ENABLED TO OPERATE. THEREMAINING EQUIPMENT WILL REMAIN OFF UNTIL NORMAL POWERIS RESTORED AND THE OPERATOR USES THE KIRK KEYINTERFACE TO MANUALLY RESTORE THE SYSTEM TO NORMALPOWER.LUG BOXMCB2800AF800AT3P, LSIG65KAICMOBILEGENERATORSHORT CIRCUIT AVAILABLE: TBDINTEGRATED MAIN SWITCHBOARD "MSB" NEMA 3R, 65KAIC PANEL FULLY RATEDXFMR480-208/120V3Ø, 30KVAZ=5.25% (ASSUMED)MCB17125AF50AT3P65KAICPANEL LA110A3P480/277VAC, 800A COPPER BUS, 3Ø, 4WPSB 21-6GAS DRYER(36.3 FLA)#2/0GNDC414PANEL "LA"SHEET NOTES:UTILITY COMPANY TRANSFORMER. CONTRACTOR TO PROVIDE REQUIRED SLAB BOX ANDALL ASSOCIATED UNDERGROUND CONDUITS AND GROUNDING PER UTILITY COMPANYCONSTRUCTION DOCUMENTS.LOCATION AND TYPE OF UTILITY METER TO BE COORDINATED WITH LOCAL UTILITYCOMPANY.ALL PROTECTIVE DEVICES ARE FULLY RATED.3/4"X10' GND RODMCB4225AF50AT3P,65KAICGASDRYERSOFTSTARTLOCKABLECB1C411SS1M1 W/BYPASS&O/LCOMPRESSOR SKID A SUPPLIED BY MFR (ANGI)800AF800AT3PCOMPRESSOR A1(240 FLA)200HPSOFTSTARTC412SS2M4 W/BYPASS&O/LCOMPRESSOR A2(240 FLA)200HP15KVA1Ø XFMR 'T1'480V-120VCB22660AT2PCB206300AT3PNEW DUAL MOTOR CONTROL CABINET "MCC A" NEMA 4,Δ480, SUPPLIED BY COMPRESSOR MANUFACTURER,ANGI.SCCR=65kAIC.CB210300AT3P100AF3P14AT5.1-27ADS342M2OL342COOLER FANMOTOR A1(14 FLA)10HP1-1.6AT1-1.6AMP348M3OL348PRELUBEMOTOR A1(1.1 FLA)0.5HP14AT5.1-27ADS442M5OL442COOLER FANMOTOR A2(14 FLA)10HP1-1.6AT1-1.6AMP448M6OL448PRELUBEMOTOR A2(1.1 FLA)0.5HPCB231100AT1P120VAC POWERCB23330AT1P120VAC UPS POWERJ-BOXC417#2/0 GROUNDINGCONDUCTOR, TYP.20A, 1P20A, 2PC210COMPOUNDLIGHTINGC100CONVENIENCERECEPTACLEPCCOMMUNICATIONPANEL20A, 1PC200c:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\E1-SINGLE LINE.dwg5/7/20258/7/2025 11:58:16 AM2025/08/07USA HAULING & RECYCLING600 NUTMEG ROAD NORTHSOUTH WINDSOR, CT 06074SINGLE LINE DIAGRAM21330.00PBMLE1.0REDUCED PLANCAUTION: THIS DRAWING MAY BE REDUCED24' IN ORIGINAL DRAWINGREVISIONS DATEREVBYCNG FUELING STATIONCKnow what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO: COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTSTHESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGSAND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THEUSE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANYUNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN.4675 MAC ARTHUR COURT, STE. 800 | NEWPORT BEACH, CA 92660TEL:(949) 437-1000 | FAX: (949) 724-1397 | WWW.CLEANENERGYFUELS.COMISSUED FOR PERMIT 5/7/20250PBISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251PB
MCC A480VAC3 PHASEDISTRIBUTIONGAS DRYER480V PANELDRYERCONTROL PANELMCC AXFMR "T1"120VACMCC A120/24VCONTROLSUPSMSBA1FAN MOTORA1A1PRELUBEMOTORA1OILHEATERCONTROLPANEL(CCP1)COMPRESSORSKID JBOX(J21)COMPRESSORDUAL COMPRESSORSKID A(P21)FAN MOTORA2A2PRELUBEMOTORA2BUFFERPRIORITYPANELCONTROLPANELCOMPRESSORCP400 REMOTEMONITORING PANELA2C412 - MAIN MOTOR COMPRESSOR #2C110 - 120V POWER / ESDC111 - 120V RUNNING SIGNALSESD ESD ESD #1ESD #2C101OILHEATERC411 - MAIN MOTOR COMPRESSOR #1C413 - 480V FANS/ PRELUBE MOTORSC113 - 120V OIL HEATERCM110 - 24VDC RUNNING SIGNALSC115 - 120V POWER / ESDCM111 - PROFINET COMM.C40 - 120V POWERCM115 - PROFINET COMM.CM50C50 - ESDC414 - 480V POWERSEAL-OFF,TYP.208/120VAC
PANEL LAXFMR
C410MCC AMSBC410C210 COMPOUND LIGHTSC100 RECEPTACLEESD ESD #6CM80 CM51UTILITYSERVICETRANSFORMERLUGBOXC401MOBILEGENERATORC400UTILITYPOWERMSA-DRYER SPOOLPIECEC80
COMMUNICATIONPANELC200 - 120V POWERCM200 - CAT6 COMM.c:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\E2-CONDUIT SCHEDULE.dwg5/7/20258/7/2025 11:58:25 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
CONDUIT SCHEDULE
21330.00PBMLE2.0REDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UN AUTHORI ZED US E, R EPRODUCTION, PUBL ICATION , D ISTRIBU TI ON OR SALE I N WHO LE OR IN PART, I S ST RIC TL Y FORBIDDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
ISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251 PB
MC400C401C210C40C115CM15C414CM110C50CM111C110C111CM80C411C412C411C113EXISTING LIGHTPOLEE-5.08ESD #3ESD #4ESD #5ESD #6EXISTING LIGHTPOLEEXISTING LIGHTPOLESEE FUELING AREA LAYOUT FOR FIELD ESDBUTTON CONDUIT C101 CONTINUATION.U.G. TO A.G. TRANSITION OF FIELDESD BUTTON CONDUIT C101 RUNALONG TOP OF TIME-FILL K-RAILC101C101CM50CM51CM5160'TYPICALSPACING FROMEACH ESD POST60'60'6'-10"C80CM80C410C200CM200MC400GAS DRYERSTORAGE VESSELSESD #1MCC A
MSB
PANEL
LA ANGI NG300E DUAL 200HPCOMPRESSOR SKID ACOMPOUNDLIGHTPOLECP-400UTILITY XFMRLUGBOX MSAESD #2C401C210C40C115CM15PRIORITYPANELC414CM110C50CM111C110C111CM80C411C412C411C113E-5.08SEE FUELING AREA LAYOUT FOR FIELD ESDBUTTON CONDUIT C101 CONTINUATION.C101CM50CM51CM51C80CM80UGPSMETERDISTR.C410COMMUNICATIONPANELC200CM200REDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UN AUTHORI ZED US E, R EPRODUCTION, PUBL ICATION , D ISTRIBU TI ON OR SALE I N WHO LE OR IN PART, I S ST RIC TL Y FORBIDDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
ISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251 PB
c:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\E3-ELECTRICAL PLAN.dwg08/07/20258/7/2025 11:58:39 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
ELECTRICAL PLAN
21330.00PBMLE3.0FUELING AREA LAYOUT (1" = 20')WSNE02040601" = 20'10ENLARGED COMPOUND LAYOUT, (1" = 4')W
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MGAS DRYERSTORAGE VESSELSESD #1MCC A
MSB
PANEL
LA ANGI NG300E DUAL 200HPCOMPRESSOR SKID ACOMPOUNDLIGHTPOLECP-400UTILITY XFMRLUGBOX MSAESD #2PRIORITYPANELEXISTING LIGHTPOLEESD #3ESD #4ESD #5ESD #6EXISTING LIGHTPOLEEXISTING LIGHTPOLE#4/0 BC GROUND GRID EXTENDEDTO TIMEFILL ROW. SEE FUELINGAREA LAYOUT FOR CONTINUATION.#4/0 BC GROUND GRIDCONDUCTOR, TYP.E5.04#2/0 BC EQUIPMENTGROUNDING CONDUCTOR, TYP.E5.05E5.03E5.06#4/0 BC GROUND GRIDEXTENDED ALONG TOP OFTIME-FILL FUELING K-RAIL#2/0 BC EQUIPMENT GROUNDCONDUCTOR WHIP CONNECTED TOBASE OF EACH (N) FUEL POST.UGPSMETERDISTR.COMMUNICATIONPANELMGAS DRYERSTORAGE VESSELSESD #1MCC A
MSB
PANEL
LA ANGI NG300E DUAL 200HPCOMPRESSOR SKID ACOMPOUNDLIGHTPOLECP-400UTILITY XFMRLUGBOX MSAESD #2PRIORITYPANEL#4/0 BC GROUND GRID EXTENDEDTO TIMEFILL ROW. SEE FUELINGAREA LAYOUT FOR CONTINUATION.#4/0 BC GROUND GRIDCONDUCTOR, TYP.E5.04#2/0 BC EQUIPMENTGROUNDING CONDUCTOR, TYP.E5.05E5.03E5.06UGPSMETERDISTR.COMMUNICATIONPANELREDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UN AUTHORI ZED US E, R EPRODUCTION, PUBL ICATION , D ISTRIBU TI ON OR SALE I N WHO LE OR IN PART, I S ST RIC TL Y FORBIDDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
ISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251 PB
c:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\E3-ELECTRICAL PLAN.dwg08/07/20258/7/2025 11:58:44 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
GROUNDING PLAN
21330.00PBMLE3.1FUELING AREA LAYOUT (1" = 20')02040601" = 20'10ENLARGED COMPOUND LAYOUT, (1" = 4')W
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E GROUNDING NOTES1. FOR ELECTRICAL ABBREVIATIONS, LEGEND, NOTES & SPECIFICATIONS, SEE DRAWING CS-0AND E-0.0.2. CONDUIT ROUTING IS A SCHEMATIC ONLY AND IS NOT INTENDED TO SHOW EXACTEQUIPMENT LOCATION OR CONDUIT ROUTING. THE ELECTRICAL CONTRACTOR SHALLDETERMINE, IN THE FIELD, THE BEST ROUTING TO AVOID ANY INTERFERENCE WITHEXISTING UNDERGROUND UTILITIES, EXISTING ABOVEGROUND STRUCTURES OR OTHEREQUIPMENT.3.THE ELECTRICAL CONTRACTOR SHALL FOLLOW EQUIPMENT MANUFACTURER'SRECOMMENDATIONS FOR INSTALLATION AND TERMINATION OF CONDUIT AND WIRING.4. GROUND CONNECTIONS AT MAIN GROUND LOOP SHALL BE MADE USING BURNDY"HYGROUND" IRREVERSIBLE COMPRESSION FITTINGS, OR CADWELDED. THE NEW GROUNDLOOP CABLE SHALL BE CONTINUOUS.5. GROUNDING CABLE SHALL BE INSTALLED WITHOUT SHARP BENDS OR KINKS, AND WHEREBENDS OR LOOPS ARE REQUIRED, THEY SHALL BE MADE WITH AS LARGE A RADIUS ASPOSSIBLE.6. ALL CONNECTIONS TO BE GROUNDED, CONNECTED OR BONDED MUST BE MADE TO CLEANAND BRIGHT METAL SURFACES.7. ELECTRICAL CONTRACTOR SHALL VERIFY GROUND CONNECTION POINTS ON COMPRESSORAND DRYER SKIDS.8. UNDERGROUND GROUND WIRE SHALL BE A MINIMUM OF 30 INCHES BELOW FINISHEDGRADE.9. GROUNDING SHALL BE PERFORMED AS SPECIFIED PER NEC, ARTICLE 250.10. GROUND WIRES THRU CONCRETE SHALL HAVE A SLEEVE THAT EXTENDS 4" ABOVE GRADE.THE SLEEVES SHALL BE SCHEDULE 40 PVC PIPE FILLED WITH GE RTV SILICONE, AFTERGROUND WIRE HAS BEEN INSTALLED.11.#4/0 BARE COPPER GROUND RING WIRE SHALL BE BURIED AT A DEPTH THE EARTH'SSURFACE OF NOT LESS THAN 30" WITH POWER CONDUITS AND CONTROL CONDUITS.12.USE COUPLING AND DRIVING STUD TO DRIVE GROUND ROD TO AVOID MUSHROOMING.13.BOND TOGETHER ALL CONDUIT STUB-UPS IN SAME LOCATION AND CONNECT TO MAINGROUND CABLE.14.THE NEW GROUNDING SYSTEM SHALL BE TESTED TO SHOW A RESISTANCE TOGROUND OF NO MORE THAN 25 OHMS. GROUND TESTS CALLED FOR IN THIS NOTESHALL BE CARRIED OUT USING A "DEDICATED GROUND TESTER". 15.REMOVABLE GUARD POSTS HAVE SUBSTANTIAL CONCRETE FOOTING. ELECTRICALCONTRACTOR SHALL COORDINATE LOCATION OF GROUND LOOP TO AVOID THESEFOOTINGS.16.EACH CNG STORAGE VESSEL SHALL BE GROUNDED.17.ALL CONDUITS IN PULL BOXES SHALL BE BONDED TOGETHER AND CONNECTED TOTHE MAIN GROUND LOOP WITH #2/0 AWG COPPER WIRE.
MEXISTING LIGHTPOLEESD #3ESD #4ESD #5ESD #6EXISTING LIGHTPOLEEXISTING LIGHTPOLER 15', 0"FROM COMPRESSOR SKIDR 15', 0" WITHIN 15° OF LINEOF DISCHARGE FROM VENTSTACK OPENINGR' 5', 0" AROUND DISCHARGE OF VENT STACKOPENING AND VERTICALLY R 15', 0" WITHIN 15° OFLINE OF DISCHARGE FROM VENT STACK OPENINGR 15', 0"FROM DRYER SKIDR 10', 0"FROM STORAGE VESSELSR' 5', 0" AROUND DISCHARGE OF VENTSTACK OPENING AND VERTICALLYR 15', 0" WITHIN 15° OF LINE OFDISCHARGE FROM VENT STACK OPENINGR 5', 0", FROM FUEL POSTSMGAS DRYERSTORAGE VESSELSESD #1MCC A
MSB
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LA ANGI NG300E DUAL 200HPCOMPRESSOR SKID ACOMPOUNDLIGHTPOLECP-400UTILITY XFMRLUGBOX MSAESD #2PRIORITYPANELR 15', 0"FROM COMPRESSOR SKIDR 15', 0" WITHIN 15° OF LINEOF DISCHARGE FROM VENTSTACK OPENINGR' 5', 0" AROUND DISCHARGE OF VENT STACKOPENING AND VERTICALLY R 15', 0" WITHIN 15° OFLINE OF DISCHARGE FROM VENT STACK OPENINGR 15', 0"FROM DRYER SKIDR 10', 0"FROM STORAGE VESSELSR' 5', 0" AROUND DISCHARGE OF VENTSTACK OPENING AND VERTICALLYR 15', 0" WITHIN 15° OF LINE OFDISCHARGE FROM VENT STACK OPENINGUGPSMETERDISTR.COMMUNICATIONPANELREDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UN AUTHORI ZED US E, R EPRODUCTION, PUBL ICATION , D ISTRIBU TI ON OR SALE I N WHO LE OR IN PART, I S ST RIC TL Y FORBIDDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
ISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251 PB
c:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\E3-ELECTRICAL PLAN.dwg08/07/20258/7/2025 11:58:50 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
HAZARDOUS AREA PLAN
21330.00PBMLE3.2FUELING AREA LAYOUT (1" = 20')02040601" = 20'10ENLARGED COMPOUND LAYOUT, (1" = 4')W
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ECLASS 1, DIV 2 SPACECLASS 1, DIV I SPACEELECTRICAL LEGEND
MOTOR CONTROL CENTERLOCKWASHER, 1/2", SILICON BRONZENUT, HEX, 1/2"-13, SILICON BRONZELUG, #2/0 CABLE, COMPRESSION TYPEBOLT, 1/2"-13x1", SILICON BRONZEEQUIPMENT GROUND BUS DETAIL34122222ITEMQTYEQUIPMENT GROUNDDESCRIPTIONTO GROUND WELLOR SWITCHGEARN.T.S.1-CORNER POSTGRADE#4/0 GROUND LOOPPVC SLEEVE2 AWG BONDING JUMPERDESCRIPTIONCONNECTOR, GROUND, BURNDY, TYPE GAR OR EQUAL11ITEMQTYN.T.S.FENCE POST GROUNDINGPOSTFOUNDATION3-BACKFILLITEMN.T.S.DETAIL - GROUND WELLSECTIONAL GROUND ROD, 3/4"x10'-0", COPPER CLAD STEELCONCRETE BOX, 10"x17"x12" DEEPBOX COVER (CONCRETE), MARKED "GROUND"CONNECTOR, 3 #4/0 THRU 250KCMIL TO 3/4" ROD2---43QTY-1DESCRIPTIONGRAVEL10'-0"
6"MAIN GROUND CONDUCTOR SEEPLAN DRAWINGS FOR NUMBER &SIZE OF CONNECTIONSMAKE LOOP AS LARGE ASPOSSIBLE, AVOID SHARP BENDSDRIVING STUD & COUPLING(RE-USE FOR EACHINSTALLATION)SAND FILL (DONOT COVERCONNECTOR)GRADE ORPAVEMENT4-CONNECTOR, GROUND, BURNDY, FOR COPPER BRAID, BURNDY TYPE GG13BRAID, COPPER, FLEXIBLE, BURNDY TYPE B12"2FENCE POSTGATEGATE POSTGRADE#4/0 GROUND LOOP2 AWG BONDING JUMPERDESCRIPTIONCONNECTOR, GROUND, BURNDY, TYPE GAR OR EQUAL11ITEMQTYN.T.S.GATE POSTPVC SLEEVEPOSTFOUNDATION5-N.T.S.EQUIPMENT FRAMELESS THAN 1/4"1/2"-13 NUTDRILL 9/16" DIAMETER HOLEEXTERNALINTERNALBARE #2-#2/0 COPPERGROUND CONDUCTORBURNDY SERVIT POSTCAT #KC26BOLTED EQUIPMENT GROUNDING6-GRADEHAZARDOUS AREACONDUIT SEAL AT STUBUPN.T.S.GALVANIZED RIGIDCONDUIT CONDUIT RISERFROM U/G PVC CONDUIT.CONNECTION TO HAVE 24"HORIZONTAL GALVANIZEDRIGID CONDUIT RUN.CONDUITSTUB-UP (TYP.)-10CONDUIT SEAL FITTING TO BEWITHIN 18" OF HAZARDOUS AREABOUNDARY.6"FRONT VIEWSIDE VIEWN.T.S.GROUNDING CONNECTION DETAILCABLE TO CABLECABLE TO FLANGEBURNDY TYPE YGLR-C GRIDLOKGROUND ROD TO GRID CONNECTION34" DIA. GROUND RODCABLE TO GROUND RODBURNDY TYPE YGHP-CHYTAP CONNECTORBURNDY TYPE YGIBGROUNDLINK CONNECTORELEMENT "B"ELEMENT "A"7-[102][134][92][90][44]POLYESTERENCLOSURENEMA 4 RATEDEMERGENCY STOPBUTTONFRONT COVERSCREWSALUMINUMENCLOSURENEMA 4 RATEDN.T.S.EMERGENCY STOP DEVICE (ESD)-8PRODUCT DETAILS:·OPERATOR IS TURN TO RELEASE ACTION MUSHROOM SWITCH. THE COLOR OF THE SWITCH IS REDWITH BLACK COLLAR.·OPERATOR CONTACTS HAVE 2 NC CONNECTIONS. CONTACTS ARE RATED CLASS 1 DIVISION 2GROUP BCD·THE ENCLOSURE IS ALUMINUM AND YELLOW IN COLOR3.531.735.263.624.00OPERATORCONTACTSHERMETICALLYSEALED 2 N.C.RATED FOR CLASS 1DIV. 2 GROUPS BCDESD POST ON JERSEY BARRIERSHUTDOWNNATURAL GASCOMPRESSEDEMERGENCYW:\Engine
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FINISHEDSURFACE10A:120B:C FIREEXTINGUISHERN.T.S.UNIVERSAL JERSEYBARRIER MOUNTEDESD POSTCLASS I DIV 2BOUNDARYR5'3'-6"FUEL POSTESD BUTTONCE#15322 W/ KA54CONTACT BLOCKS IFLOCATED WITHINHAZARDOUS LOCATION-11REFER TO LIGHTINGFIXTURE SCHEDULEON SHEET E-1.0BOND CONDUIT TO POLEWITH GROUNDING STRAPN.T.S.EQUIPMENTGROUNDGASKETED ELECTRICALHAND HOLEGROUND GRIDCONDUCTORLIGHT STANDARD,GALVANIZED STEEL POLEGROUT AROUNDPOLE BASEPVC CONDUITSJ-BOX FOR SECURITYCAMERA AT 18.5' (MIN)LIGHT POLE SECTION INNON-HAZARDOUS AREARIGID METAL CONDUIT2-c:\Users\omar.navarrete\clean energy fuels corp\engineering design - projects\usa hauling & recycling (21330.00)\03. drawings\sheet set (cad plan set)\E5-ELECTRICAL SECTIONS AND DETAILS.dwg02/25/20258/7/2025 11:58:58 AM2025/08/07USA HAULING & RECYCLING
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT 06074
ELECTRICAL SECTIONS AND DETAILS
21330.00PBMLE5.0REDUCED PLAN
CAUTION: THIS DRAWING MAY BE REDUCED
24' IN ORIGINAL DRAWING REVISIONS DATEREV BY
CNG FUELING STATION
C
Know what's below. CALL 811 before you dig.DRAWN BY:CHECKED BY:ASSET NO:
COPYRIGHT, 2013 CLEAN ENERGY DESIGN PATENTS
THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CLEAN ENERGY AND ITS SUBSIDIARIES. THESE DRAWINGS
AND SPECIFICATIONS ARE PROTECTED IN THEIR ENTIRETY BY DOMESTIC AND INTERNATIONAL COPYRIGHT AND PATENT STATUTES. THE
USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. ANY
UN AUTHORI ZED US E, R EPRODUCTION, PUBL ICATION , D ISTRIBU TI ON OR SALE I N WHO LE OR IN PART, I S ST RIC TL Y FORBIDDEN.
4 6 7 5 M A C A R T H U R C O U R T , S T E . 8 0 0 | N E W P O R T B E A C H , C A 9 2 6 6 0
T E L :(9 4 9 ) 4 3 7 -1 0 0 0 | F A X : (9 4 9 ) 7 2 4 -1 3 9 7 | W W W .C L E A N E N E R G Y F U E L S .C O M
ISSUED FOR PERMIT 5/7/20250 PB
ISSUED FOR PERMIT (COMPOUND SHIFT) 8/7/20251 PB
STORMWATER MANAGEMENT REPORT
FOR
600 NUTMEG ROAD NORTH
SOUTH WINDSOR, CT
PREPARED FOR
USA HAULING & RECYCLING
August 11, 2025
855 Winding Brook Drive
Glastonbury, CT 06033
T: 860.633.8770
F: 860.633.5971
Barton & Loguidice, LLC 600 Nutmeg Road North
South Windsor, CT
TABLE OF CONTENTS
Project Description .........................................................................................................1
Existing Drainage .............................................................................................................1
Proposed Drainage ..........................................................................................................1
Summary & Conclusion ...................................................................................................2
Erosion and Sedimentation Control ................................................................................2
APPENDICES
Appendix A. Drainage Area Mapping
Appendix B. PondPack Results (Existing and Proposed)
Appendix C. Stormwater Calculations:
• #570 Drainage Computation
• Water Quality Volume
• Pipe Flow Analysis
Appendix D. NOAA Precipitation Frequency Estimates
Soils Data
TABLES
Table No. 1. Design Point - Peak Flow Comparison
Barton & Loguidice, LLC 600 Nutmeg Road North
South Windsor, CT
1
PROJECT DESCRIPTION
The project site is an existing recycling facility located on the east side of Nutmeg Road North.
The site contains three properties (570, 600 and 602 Nutmeg Road) with a combined 13.01 acres
and is in the Industrial Zone. The applicant is proposing to install a natural gas fueling facility on
570 Nutmeg and other site improvements including a new exit drive from the facility and the
conversion of a stormwater basin to underground storage.
EXISTING CONDITIONS
The existing stormwater basin is centrally located amid the three parcels and straddles the
property line between parcels #600 and #602. The site’s truck scale is located along the southern
edge of the basin. There are three storm drains that outlet into the existing basin. These piped
systems collect and carry the stormwater from #602, the easternmost section of the subject
properties, as well a portion from the rear of #600. The basin has a concrete outlet control
structure that drains to an existing 18” diameter pipe connected to a storm system at the western
portion of the parcels. This storm system also collects the stormwater from the front of the site
and outlets to the existing storm drain system in Nutmeg Road North. The basin holds
approximately 9 inches of water and provides stormwater storage above this elevation.
The majority of the existing soils are mapped as Udorthents-Urban land with Sudbury sandy loam,
Ninigret fine sandy loam and Walpole sandy loam. The soil groups vary as A/D and B/D. For the
Pondpack analysis, Group C was used for the entire site. The existing soils information is included
in Appendix D.
The area of #570 to be disturbed for the new fueling area includes a portion of dirt surface and a
portion of the existing bituminous drive. This area currently sheet flows to the west and the
existing detention area along the western property line of this lot.
The drainage sub-areas are depicted on the watershed map which is attached in Appendix A.
PROPOSED CONDITIONS
The proposed improvement includes the installation of an underground storage system
consisting of 2400 units of Aquabox storage units surrounded by crushed stone. Two new
hydrodynamic structures will be installed to provide treatment of the stormwater prior to
discharging to the underground storage area.
The proposal is to install an underground storage system to replace the existing above ground
storage of the basin. The bottom of the proposed system will be installed at the approximate
bottom of the existing basin. No infiltration is considered and the storage system has been sized
to replace the available volume in the existing basin.
The existing detention basin and the proposed underground storage have been modeled in
Pondpack to compare the existing and proposed stormwater flows. The new manhole outlet that
is to be installed on the existing outlet pipe from the basin will be configured with a concrete
Barton & Loguidice, LLC 600 Nutmeg Road North
South Windsor, CT
2
weir and orifice opening to control the peak flows leaving the underground storage area. The
Pondpack analysis is attached in Appendix B.
The disturbance for the new fueling area on #570 will include an additional 780 square feet of
impervious area for the installation of the concrete pads for the proposed equipment. A gravel
surface will surround the concrete pads providing infiltration opportunities. The adjacent
landscaped area with trees will remain. Any increase in flows for the impervious increase is
negligible and calculations are attached in Appendix C.
The Water Quality Flow computations are included in Appendix C.
PEAK FLOWS
Peak flows for the site were calculated using the TR-20 method in PondPack. Runoff
coefficients are based on values given in the Connecticut Department of Transportation
(CTDOT) Drainage Manual. Rainfall intensities are those from NOAA and are included in
Appendix D. Times of concentration were determined through analysis of the site and from
charts also contained in the CTDOT Drainage Manual. The drainage areas for the project site
were determined through analysis of topographic mapping.
PIPE FLOW ANALYSIS
A combination of the rational method and the Hydraflow software program was utilized in
order to analyze and design the proposed pipe collection system. All drainage pipes were
designed to collect and distribute the 10-year storm event prior to discharging.
The hydraulic design of the pipes within the proposed drainage system was based on the
Manning’s Equation. All proposed pipes utilized in the design are high-density polyethylene
(HDPE) with a friction factor (n) of 0.012. The minimum slope of all proposed pipes in the
system is 0.005 ft/ft. The pipe flow analysis generated by Hydraflow is attached in Appendix
C.
Barton & Loguidice, LLC 600 Nutmeg Road North
South Windsor, CT
3
SUMMARY AND CONCLUSION
As shown in the attached calculations, the stormwater quality detention basin will reduce the
peak flows from the existing conditions. In addition, the required water quality flow for the piped
systems will be treated by two hydrodynamic separator structures. A summary of peak flows for
the existing and proposed conditions is provided below. The PondPack calculation results are
included in Appendix B.
STORM
EVENT
EXISTING
CONDITIONS
(CFS)
PROPOSED
CONDITIONS
(CFS)
DIFFERENCE
2-yr 2.34 2.34 0
10-yr 3.28 3.14 -0.14
25-yr 4.31 4.07 -0.24
100-yr 9.85 8.78 -1.07
TABLE NO. 1: DESIGN POINT (EXISTING STORM SYSTEM)– PEAK FLOW COMPARISON
EROSION & SEDIMENTATION CONTROL PLAN
The potential impact of the project on the surrounding areas is related to the temporary
transport of soils and sediments associated with the construction phases of the project. The
impact of the project on the surrounding areas will be controlled as specified in the plan set or
as required to meet field conditions. The proposed plan complies with the 2024 CT Guidelines
for Soil Erosion and Sediment Control.
APPENDIX A
DRAINAGE AREA MAP
+
+
+++
+++
++
++
+
+
+
+
+
+
+
++
+
+
+
+
+
+
9WF
10WF
10WF
11WF
5WF
6WF
23WF
22WF21WF20WF
19WF
18WF
17WF
16WF
15WF
14WF
13WF
12WF
1XWF2XWF
3XWF
4XWF
5XWF
19WF
6XWF
7XWF
9XWF8XWF
15XWF
14XWF
13XWF
12XWF
10XWF
19XWF
18XWF17XWF
16XWF
20XWF20X-1WF
20X-2WF
20X-3WF20X-4WF20X-6WF20X-7WF
20X-8WF
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
MARCEL O. BIZIER
N/F
ALBERT J. SCHNEIDER78
76N/F
EXISTING EDGE OF BIT. PAVING
1000.00' (TOTAL)
EXISTING BIT. CONC. CURBING
309.55'
S
F
T ELECTRICAL TRANSFORMER PAD
EXISTING LIGHT POLE
IN PLACE.
8" MIN. COMPACTED
EXISTING UTILITY POLE
GRAVEL AREA (TYP.)
EXISTING SPOT GRADE
AREA
EXISTING WATER MAIN AND HYDRANT
GRAVEL
S
EXISTING SANITARY MANHOLE AND PIPES
EXISTING CATCH BASIN AND PIPE
MONUMENT TO BE SETS
EXISTING MONUMENT
F
EXISTING IRON PIN
F
IRON PIN TO BE SET
S
BASIN
LEGEND
DETENTION 348.40'
(TOTAL)
WETLAND
AREA
INLAND
GRAVEL 290.34'297.97'785.39 ac.
235,171 sq. ft.
TREELINELOT 310' SIDE YARDPAD
CONCRETE
2.05 ac.
89,697 sq. ft.
1" DIA. STONE.
STRIP OF CRUSHED 25'
REAR YARDTYPICAL 10' WIDE
AREA
CONSERVATIONGRAVEL
INV:73.78
(SEE DETAIL)
OUTLET STRUCTURE
S
S
CURTAIN DRAIN
A R E A
ALBERT J. SCHNEIDER
G R A V E L
INV:75.65
N/F
TF:79.20
E 190,217.86
80INV=78.0N 176,650.26
HIGH POINT
10' SIDE YARD
STATION
CURTAIN DRAIN
HYD.
RECYCLING
1928.72' (TOTAL)
WG
METAL
E
283.00'F
F 82.30'
EXISTING
626.81'
S
1
5"
R
C
P
10' SIDE YARD
GasE 10' SIDE YARD
GV hyd.EGInv. 73.16
FL=72.95(W)
S
FL 71.01
Rim 80.16
15" RCPFL=73.29(E)
Rim 78.54
SMH #2
FL=73.23(N)EXISTING EDGE OF PAVEMENT4" U.D.INV:76.38 8"
SMH #1
PVC EGTF=77.53
80
8"PVC
S C A L E
INV:76.29 18"
6"S
TF:80.43
18"RCP
FL 24"RCP 74.70
FL:75.40FL 18"RCP 74.95 TF:79.37EG 81
FL 15"RCP 75.28
4" U.D.
FL 6"PVC 75.35
8"P
VC
18"RCP24"RCP TF 78.70 EGP A V E M E N T
12.00'
RESET TF:81.10
2" WATER SERVICE60 L.F.~ 8"CIPSan. Lat.INV:77.25 8"
FL 74.11
B I T U M I N O U S
Grate El. 76.70
INV:76.90 18"@ 1.80%24"F.E.EGWeir El. 74.47bldg.
TF 80.10
8"Orifice FL 73.46fuel
Outlet Structure
8"
CIP82EG 6" U.D.
6" U.D.
8"PVC
TF:79.06
EG78 L.F.INV:77.46
Fl 75.19DETENTION BASIN
TRENCH DRAIN
conc. padEXISTING GT
pad
conc.
4" U.D.8" P VC
140.15'105.00'
PadW
ALLRo
of Le
a
der
Conc.
FL 74.00
25' REAR YARDCONCRETE
FL 74.50
15"F.E.
82
FL 74.05
15"F.E.
EXIST.100.05'2.33 ac.
Fin. Floor 83.06
101,667 sq. ft.100.08'C E N T E R
FL 15" 74.06
LOT 1
FL 10" 74.11
R E N E W A L
TF 79.11 TRENCH DRAINR E S O U R C E
5.29 ac. 15"RCP6"PVCAPRON
230,694 sq. ft.
10" ADS Solid
FL 74.47
CONCRETE
181.04'TF 77.42
(PARCEL 1)
Roof Leader
80
pad
LOT 2
METAL SHED
(TYP.)
62.87'
conc.EXISTING
TREE LINE
140.18'
10' SIDE YARD
CURTAIN DRAIN
283.00'
157.93'
377.02'
399.50'
(2289.82' TOTAL)
F
F
934.45' (TOTAL)
16.37'
INV. 74.75 16.03'CURTAIN DRAIN
JOSEPH W. VIBERT, JR.
80N/F
LIMITED PARTNERSHIP
LIEBERT FAMILY
N/F
71.391076BRK+
2100WF 20X-471.83+71.931077WF ST+
2101WF 20X-672.02+
72.172098WF 20X-2+72.21
2099WF 20X-3+
2102WF 20X-772.28+2103WF 20X-872.32+
72.572097WF 20X-1+
75.131078TB ST+
CONCRETE
BITUMINOUS
BUILDINGSTORAGE
W G
INV. = 72.7215" R.C.P.INV. = 72.7515" R.C.P.
INV. = 72.8624" R.C.P.
INV. = 71.9718" R.C.P.
74
INV. = 73.888" PVC
76
T.F. = 76.20C.B. TYPE 'CL'
GATE
(TYP)
BOLLARD
FENCE
CHAINLINK
T.F. = 77.82C.B. TYPE 'CL'
7878
BIT CURB
GATE80 T.F. = 81.45SANITARY M.H. T.F. = 81.46SANITARY M.H.
75.11
+
76.50
+
76.50
78.25
+
78.75
78.75
+
79.25
78
79
77
CONCRETE
BOLLARD
HYD
SCALE
LSA
BIT DRIVE
BITUMINOUS
GRAVELC.B. TYPE 'C-L'
HYD
WV
LSA
CONCRETE
LPLP LP
WV
74.92 74.94
75.75
75.82
75.92
76.02
76.09
BLOCK
CONC
76.24
76.25
WP
76.25C.B. TYPE 'C'76.26
76.27
76.32
76.33
76.37
76.39
76.49
WP
76.50
76.52
76.5676.63
76.65
76.66
76.7076.70
76.75
76.77
76.7776.79
POST
76.80
76.8276.82
76.85
76.86
76.88
76.93
76.9576.95
76.96
76.98
77.0377.03
WP
77.03
77.05
77.06
SIGN
77.07
77.07
77.08WP
77.08
WP
77.09
WP
BARRIER
JERSEY
77.19 77.19
77.19
77.20
77.20
77.24
77.2777.2777.31
77.34SANITARY MH
77.34
77.35
77.35
WP
77.36
77.3677.36
77.37
WP
77.37
77.39
77.39
77.39
77.40
77.40
77.41
BLOCK
CONC
BITUMINOUS
77.41
77.42
77.42
WP
77.4377.43 77.4377.43
77.45
77.47
+ 77.47
77.5077.5077.50
77.50
77.5077.50
BIT
EDGE OF C.B. TYPE 'C'
77.51
77.52
77.53
77.53
77.53
77.54
77.54
77.54
77.54
77.54
77.55
77.55
77.55
CBX
77.56 77.56
JERSEY BARRIER
77.57
77.5777.57
77.57
77.5777.59
77.5977.59
77.60
77.60
77.61
77.61
77.62
77.62
77.64
77.64
LP
77.65
77.67
77.69
WP
77.70
77.70
77.71
77.72
77.74
77.75
77.75
77.78
77.82
77.85
77.85
77.86
77.86
77.89
'C-L'
C.B. TYPE
77.92
78.09
78.17
78.18
78.18
78.18
78.20
78.21
+ 78.21 + 78.22
78.22
78.23 + 78.24 + 78.24
78.25
78.25
78.31
78.3178.34
+ 78.34
78.34
+ 78.39
78.41
+ 78.44
78.44
+ 78.47
78.53
78.62
78.6878.68
+ 82.19+ 82.24
83.29
83.31
83.34
83.56
83.67
83.73
83.75
83.76
83.77
83.78 83.79
83.87
83.88
83.90
83.9583.97
83.98
83.98
84.01
84.01
84.04
84.04
84.06
WP 84.07
84.07
WP
84.09
84.10
84.10
84.15
84.15
84.16
84.16
84.20
84.21 84.24 84.33 84.35
84.39
84.41
84.42
84.4384.44
84.44
84.45
84.45
84.47
84.52
84.53
84.54
84.55
84.55
84.55
84.68 84.72
84.72
84.75
84.78
84.78
84.80
84.82
84.87
84.92
84.92
84.9284.93
84.97
85.01 85.16
85.16
85.19
85.21
85.25
85.25 85.25
85.26 85.2685.27
85.33
85.33
85.33
85.34
85.41
85.42
85.47
85.48
85.56
85.60
85.65
85.68 85.68
85.8985.9386.00
86.05
86.0586.08
+ 86.11
86.11 86.16
86.21
86.24
86.25
86.2986.30
86.42
86.43 86.4386.46
86.46
86.48
86.49 86.55
+ 86.55
86.56
86.57
86.58
86.59
86.6186.62
86.66 86.68
86.68
86.71
86.72
86.74
86.78
86.7986.81 86.82
86.85
86.87
86.88
86.9186.91
86.9386.94
86.94
87.04
87.33
87.54
87.74
88.04
92.81
95.53
100.70
102.14
0
SCALE: 1"= 80'
80 80 160
Civil Engineering Land SurveyingEnvironmental Consulting Construction Management
4481.115
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
DPL
KRG
MMZ
REVISIONS
SCALE: 1"= 80'
600 NUTMEG ROAD NORTH
PREPARED FOR
USA HAULING & RECYCLING
CNG FUELING STATION
WATERSHED PLAN
SHEET NO.OF1 1
SO. WINDSOR, CT
08/08/25
J:\ \ \ .dgn
www.bartonandloguidice.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
855 Winding Brook Drive
(2.5 ACRES IMPERVIOUS)
AREA= 3.0 ACRES
TREATMENT STRUCTURE #2
(1.0 ACRES IMPERVIOUS)
AREA= 1.0 ACRES
TREATMENT STRUCTURE #1
AREA= 2.4 ACRES
#570 NUTMEG ROAD DRAINAGE
APPENDIX B
PONDPACK RESULTS
Project Summary
600 Nutmeg Road,
South WindsorTitle
Denise P. Lord,
P.E.Engineer
Barton &
Loguidice, LLCCompany
8/11/2025Date
Existing Conditions - Above Ground Pond
Proposed Conditions - New Underground StorageNotes
Page 1 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Table of Contents
33Composite Rating Curve, 2 years (Proposed Conditions 2YR)
30Individual Outlet Curves, 2 years (Proposed Conditions 2YR)
27Outlet Input Data, 2 years (Proposed Conditions 2YR)
Proposed Outlet
26Composite Rating Curve, 2 years (Existing Conditions 2YR)
21Individual Outlet Curves, 2 years (Existing Conditions 2YR)
17Outlet Input Data, 2 years (Existing Conditions 2YR)
Ex Outlet
16Elevation vs. Volume Curve, 2 years (Proposed Conditions
2YR)
15Elevation-Area Volume Curve, 2 years (Existing Conditions
2YR)
Detention
14Runoff CN-Area, 2 years (Proposed Conditions 2YR)
13Runoff CN-Area, 2 years (Existing Conditions 2YR)
Area 2
11Time-Depth Curve, 25 years (Existing Conditions 25 YR)
9Time-Depth Curve, 2 years (Existing Conditions 2YR)
7Time-Depth Curve, 100 years (Existing Conditions 100 YR)
5Time-Depth Curve, 10 years (Existing Conditions 10 YR)
NOAA South Windsor
2Master Network Summary
Subsection: Master Network Summary
Catchments Summary
Peak Flow
(ft³/s)
Time to Peak
(hours)
Hydrograph
Volume
(ac-ft)
Return
Event
(years)
ScenarioLabel
2.5912.1000.2402Existing Conditions
2YR
Area 1
2.5912.1000.2402Proposed Conditions
2YR
Area 1
4.1512.1000.39210Existing Conditions
10 YR
Area 1
4.1512.1000.39210Proposed Conditions
10 YR
Area 1
5.1112.1000.48725Existing Conditions
25 YR
Area 1
5.1112.1000.48725Proposed Conditions
25 YR
Area 1
6.6012.1000.633100Existing Conditions
100 YR
Area 1
6.6012.1000.633100Proposed Conditions
100 YR
Area 1
7.0912.1000.6392Existing Conditions
2YR
Area 2
7.0912.1000.6392Proposed Conditions
2YR
Area 2
11.7212.1001.08910Existing Conditions
10 YR
Area 2
11.7212.1001.08910Proposed Conditions
10 YR
Area 2
14.5712.1001.37225Existing Conditions
25 YR
Area 2
14.5712.1001.37225Proposed Conditions
25 YR
Area 2
18.9512.1001.809100Existing Conditions
100 YR
Area 2
18.9512.1001.809100Proposed Conditions
100 YR
Area 2
Node Summary
Peak Flow
(ft³/s)
Time to Peak
(hours)
Hydrograph
Volume
(ac-ft)
Return
Event
(years)
ScenarioLabel
2.3412.5000.7792Existing Conditions
2YR
OUT
2.3412.5000.8662Proposed Conditions
2YR
OUT
3.2812.5501.35910Existing Conditions
10 YR
OUT
3.1412.5501.46010Proposed Conditions
10 YR
OUT
4.3112.5501.72625Existing Conditions
25 YR
OUT
Page 2 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Subsection: Master Network Summary
Node Summary
Peak Flow
(ft³/s)
Time to Peak
(hours)
Hydrograph
Volume
(ac-ft)
Return
Event
(years)
ScenarioLabel
4.0712.5501.83325Proposed Conditions
25 YR
OUT
9.8512.4002.299100Existing Conditions
100 YR
OUT
8.7812.4002.409100Proposed Conditions
100 YR
OUT
Pond Summary
Maximum
Pond Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to Peak
(hours)
Hydrograph
Volume
(ac-ft)
Return
Event
(years)
ScenarioLabel
(N/A)(N/A)9.6812.1000.8782Existing
Conditions
2YR
Detention
(IN)
0.41773.512.3412.5000.7792Existing
Conditions
2YR
Detention
(OUT)
(N/A)(N/A)9.6812.1000.8782Proposed
Conditions
2YR
Detention
(IN)
0.32573.292.3412.5000.8662Proposed
Conditions
2YR
Detention
(OUT)
(N/A)(N/A)15.8612.1001.48110Existing
Conditions 10
YR
Detention
(IN)
0.67274.283.2812.5501.35910Existing
Conditions 10
YR
Detention
(OUT)
(N/A)(N/A)15.8612.1001.48110Proposed
Conditions 10
YR
Detention
(IN)
0.57474.073.1412.5501.46010Proposed
Conditions 10
YR
Detention
(OUT)
(N/A)(N/A)19.6912.1001.85825Existing
Conditions 25
YR
Detention
(IN)
0.83074.744.3112.5501.72625Existing
Conditions 25
YR
Detention
(OUT)
(N/A)(N/A)19.6912.1001.85825Proposed
Conditions 25
YR
Detention
(IN)
Page 3 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Subsection: Master Network Summary
Pond Summary
Maximum
Pond Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to Peak
(hours)
Hydrograph
Volume
(ac-ft)
Return
Event
(years)
ScenarioLabel
0.73074.574.0712.5501.83325Proposed
Conditions 25
YR
Detention
(OUT)
(N/A)(N/A)25.5612.1002.442100Existing
Conditions 100
YR
Detention
(IN)
0.95875.119.8512.4002.299100Existing
Conditions 100
YR
Detention
(OUT)
(N/A)(N/A)25.5612.1002.442100Proposed
Conditions 100
YR
Detention
(IN)
0.89575.108.7812.4002.409100Proposed
Conditions 100
YR
Detention
(OUT)
Page 4 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 10 YR
Storm Event: 10 YearLabel: NOAA South Windsor
Return Event: 10 yearsSubsection: Time-Depth Curve
Time-Depth Curve: 10 Year
10 Year Label
hours0.000Start Time
hours0.100Increment
hours24.000End Time
years10Return Event
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.100 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
0.00.00.00.00.00.000
0.00.00.00.00.00.500
0.10.10.10.10.01.000
0.10.10.10.10.11.500
0.10.10.10.10.12.000
0.10.10.10.10.12.500
0.20.20.20.20.23.000
0.20.20.20.20.23.500
0.20.20.20.20.24.000
0.30.30.30.30.24.500
0.30.30.30.30.35.000
0.30.30.30.30.35.500
0.40.40.40.40.46.000
0.40.40.40.40.46.500
0.50.50.50.50.47.000
0.60.50.50.50.57.500
0.60.60.60.60.68.000
0.70.70.70.70.68.500
0.80.80.80.70.79.000
0.90.90.90.80.89.500
1.01.01.01.00.910.000
1.21.21.11.11.110.500
1.41.41.31.31.211.000
2.11.81.71.61.511.500
3.43.33.12.92.512.000
3.73.63.63.53.512.500
3.83.83.83.73.713.000
4.04.03.93.93.913.500
4.14.14.14.04.014.000
4.24.24.24.14.114.500
4.34.34.34.24.215.000
4.44.44.34.34.315.500
4.44.44.44.44.416.000
4.54.54.54.44.416.500
4.54.54.54.54.517.000
Page 5 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 10 YR
Storm Event: 10 YearLabel: NOAA South Windsor
Return Event: 10 yearsSubsection: Time-Depth Curve
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.100 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
4.64.64.64.64.517.500
4.64.64.64.64.618.000
4.74.64.64.64.618.500
4.74.74.74.74.719.000
4.74.74.74.74.719.500
4.84.74.74.74.720.000
4.84.84.84.84.820.500
4.84.84.84.84.821.000
4.84.84.84.84.821.500
4.94.94.94.94.822.000
4.94.94.94.94.922.500
4.94.94.94.94.923.000
4.94.94.94.94.923.500
(N/A)(N/A)(N/A)(N/A)4.924.000
Page 6 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 100 YR
Storm Event: 100 YearLabel: NOAA South Windsor
Return Event: 100 yearsSubsection: Time-Depth Curve
Time-Depth Curve: 100 Year
100 Year Label
hours0.000Start Time
hours0.100Increment
hours24.000End Time
years100Return Event
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.100 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
0.00.00.00.00.00.000
0.10.10.10.00.00.500
0.10.10.10.10.11.000
0.10.10.10.10.11.500
0.20.20.20.20.22.000
0.20.20.20.20.22.500
0.30.30.30.30.23.000
0.30.30.30.30.33.500
0.40.40.40.30.34.000
0.40.40.40.40.44.500
0.50.50.50.50.45.000
0.60.50.50.50.55.500
0.60.60.60.60.66.000
0.70.70.70.60.66.500
0.80.80.70.70.77.000
0.90.90.80.80.87.500
1.01.00.90.90.98.000
1.11.11.11.01.08.500
1.31.21.21.21.19.000
1.41.41.41.31.39.500
1.71.61.61.51.510.000
1.91.81.81.71.710.500
2.22.22.12.02.011.000
3.32.92.72.52.311.500
5.45.24.94.63.912.000
5.85.85.75.65.512.500
6.16.06.05.95.913.000
6.36.36.26.26.113.500
6.56.56.46.46.414.000
6.76.66.66.66.514.500
6.86.86.86.76.715.000
6.96.96.96.96.815.500
7.07.07.07.06.916.000
7.17.17.17.17.016.500
7.27.27.27.17.117.000
Page 7 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 100 YR
Storm Event: 100 YearLabel: NOAA South Windsor
Return Event: 100 yearsSubsection: Time-Depth Curve
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.100 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
7.37.27.27.27.217.500
7.37.37.37.37.318.000
7.47.47.47.37.318.500
7.47.47.47.47.419.000
7.57.57.57.57.519.500
7.57.57.57.57.520.000
7.67.67.67.67.620.500
7.67.67.67.67.621.000
7.77.77.77.77.621.500
7.77.77.77.77.722.000
7.87.87.77.77.722.500
7.87.87.87.87.823.000
7.87.87.87.87.823.500
(N/A)(N/A)(N/A)(N/A)7.824.000
Page 8 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 2YR
Storm Event: 2 YearLabel: NOAA South Windsor
Return Event: 2 yearsSubsection: Time-Depth Curve
Time-Depth Curve: 2 Year
2 Year Label
hours0.000Start Time
hours0.100Increment
hours24.000End Time
years2Return Event
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.100 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
0.00.00.00.00.00.000
0.00.00.00.00.00.500
0.00.00.00.00.01.000
0.10.10.10.00.01.500
0.10.10.10.10.12.000
0.10.10.10.10.12.500
0.10.10.10.10.13.000
0.10.10.10.10.13.500
0.20.10.10.10.14.000
0.20.20.20.20.24.500
0.20.20.20.20.25.000
0.20.20.20.20.25.500
0.20.20.20.20.26.000
0.30.30.30.30.36.500
0.30.30.30.30.37.000
0.30.30.30.30.37.500
0.40.40.40.40.48.000
0.40.40.40.40.48.500
0.50.50.50.50.59.000
0.60.60.50.50.59.500
0.70.60.60.60.610.000
0.80.70.70.70.710.500
0.90.90.80.80.811.000
1.31.21.11.00.911.500
2.12.11.91.81.612.000
2.32.32.32.22.212.500
2.42.42.42.42.313.000
2.52.52.52.52.413.500
2.62.62.62.52.514.000
2.62.62.62.62.614.500
2.72.72.72.72.715.000
2.72.72.72.72.715.500
2.82.82.82.82.816.000
2.82.82.82.82.816.500
2.92.82.82.82.817.000
Page 9 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 2YR
Storm Event: 2 YearLabel: NOAA South Windsor
Return Event: 2 yearsSubsection: Time-Depth Curve
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.100 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
2.92.92.92.92.917.500
2.92.92.92.92.918.000
2.92.92.92.92.918.500
3.02.92.92.92.919.000
3.03.03.03.03.019.500
3.03.03.03.03.020.000
3.03.03.03.03.020.500
3.03.03.03.03.021.000
3.03.03.03.03.021.500
3.13.13.13.13.122.000
3.13.13.13.13.122.500
3.13.13.13.13.123.000
3.13.13.13.13.123.500
(N/A)(N/A)(N/A)(N/A)3.124.000
Page 10 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 25 YR
Storm Event: 25 YearLabel: NOAA South Windsor
Return Event: 25 yearsSubsection: Time-Depth Curve
Time-Depth Curve: 25 Year
25 Year Label
hours0.000Start Time
hours0.100Increment
hours24.000End Time
years25Return Event
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.100 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
0.00.00.00.00.00.000
0.10.00.00.00.00.500
0.10.10.10.10.11.000
0.10.10.10.10.11.500
0.10.10.10.10.12.000
0.20.20.20.20.22.500
0.20.20.20.20.23.000
0.30.20.20.20.23.500
0.30.30.30.30.34.000
0.30.30.30.30.34.500
0.40.40.40.40.35.000
0.40.40.40.40.45.500
0.50.50.50.40.46.000
0.50.50.50.50.56.500
0.60.60.60.60.67.000
0.70.70.60.60.67.500
0.80.70.70.70.78.000
0.90.80.80.80.88.500
1.01.00.90.90.99.000
1.11.11.11.01.09.500
1.31.21.21.21.110.000
1.51.41.41.41.310.500
1.71.71.61.61.511.000
2.52.32.11.91.811.500
4.24.03.83.63.012.000
4.54.54.44.34.312.500
4.74.74.64.64.613.000
4.94.94.84.84.813.500
5.05.05.05.04.914.000
5.25.15.15.15.114.500
5.35.35.25.25.215.000
5.45.45.35.35.315.500
5.45.45.45.45.416.000
5.55.55.55.55.516.500
5.65.65.65.55.517.000
Page 11 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 25 YR
Storm Event: 25 YearLabel: NOAA South Windsor
Return Event: 25 yearsSubsection: Time-Depth Curve
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.100 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
5.65.65.65.65.617.500
5.75.75.75.75.618.000
5.75.75.75.75.718.500
5.85.85.85.75.719.000
5.85.85.85.85.819.500
5.85.85.85.85.820.000
5.95.95.95.95.920.500
5.95.95.95.95.921.000
6.05.95.95.95.921.500
6.06.06.06.06.022.000
6.06.06.06.06.022.500
6.06.06.06.06.023.000
6.16.16.16.16.123.500
(N/A)(N/A)(N/A)(N/A)6.124.000
Page 12 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 2YR
Storm Event: 2 YearLabel: Area 2
Return Event: 2 yearsSubsection: Runoff CN-Area
Runoff Curve Number Data
Adjusted CNUC
(%)
C
(%)
Area
(acres)
CNSoil/Surface Description
98.0000.00.02.50098.000Impervious Areas - Paved parking lots,
roofs, driveways, Streets and roads - Soil
C
79.0000.00.00.50079.000Open space (Lawns,parks etc.) - Fair
condition; grass cover 50% to 75% - Soil
C
94.833(N/A)(N/A)3.000(N/A)COMPOSITE AREA & WEIGHTED CN --->
Page 13 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Proposed Conditions 2YR
Storm Event: 2 YearLabel: Area 2
Return Event: 2 yearsSubsection: Runoff CN-Area
Runoff Curve Number Data
Adjusted CNUC
(%)
C
(%)
Area
(acres)
CNSoil/Surface Description
98.0000.00.02.50098.000Impervious Areas - Paved parking lots,
roofs, driveways, Streets and roads - Soil
C
79.0000.00.00.50079.000Open space (Lawns,parks etc.) - Fair
condition; grass cover 50% to 75% - Soil
C
94.833(N/A)(N/A)3.000(N/A)COMPOSITE AREA & WEIGHTED CN --->
Page 14 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 2YR
Storm Event: 2 YearLabel: Detention
Return Event: 2 yearsSubsection: Elevation-Area Volume Curve
Volume (Total)
(ac-ft)
Volume
(ac-ft)
A1+A2+sqr
(A1*A2)
(acres)
Area
(acres)
Planimeter
(ft²)
Elevation
(ft)
0.0000.0000.0000.2750.072.09
0.2020.2020.8530.2940.072.80
0.5780.3760.9390.3330.074.00
1.0610.4831.0350.3570.075.40
1.2800.2191.0940.3730.076.00
Page 15 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Proposed Conditions 2YR
Storm Event: 2 YearLabel: Detention
Return Event: 2 yearsSubsection: Elevation vs. Volume Curve
Elevation-Volume
Pond Volume
(ac-ft)
Pond Elevation
(ft)
0.00072.00
0.06972.50
0.49573.81
0.90575.13
0.98975.63
Page 16 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 2YR
Storm Event: 2 YearLabel: Ex Outlet
Return Event: 2 yearsSubsection: Outlet Input Data
Requested Pond Water Surface Elevations
ft72.00Minimum (Headwater)
ft0.50Increment (Headwater)
ft75.63Maximum (Headwater)
Outlet Connectivity
E2
(ft)
E1
(ft)
OutfallDirectionOutlet IDStructure Type
76.0072.09Ex OrificeForwardEx WeirRectangular Weir
76.0072.26Ex CulvertForwardEx OrificeOrifice-Circular
76.0074.70Ex CulvertForwardEx Weir - 2Rectangular Weir
76.0071.69TWForwardEx CulvertCulvert-Circular
(N/A)(N/A)TailwaterTailwater Settings
Page 17 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 2YR
Storm Event: 2 YearLabel: Ex Outlet
Return Event: 2 yearsSubsection: Outlet Input Data
Structure ID: Ex Weir
Structure Type: Rectangular Weir
1Number of Openings
ft72.09Elevation
ft2.90Weir Length
(ft^0.5)/s3.00Weir Coefficient
Structure ID: Ex Orifice
Structure Type: Orifice-Circular
1Number of Openings
ft72.26Elevation
in10.0Orifice Diameter
0.600Orifice Coefficient
Page 18 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 2YR
Storm Event: 2 YearLabel: Ex Outlet
Return Event: 2 yearsSubsection: Outlet Input Data
Structure ID: Ex Culvert
Structure Type: Culvert-Circular
1Number of Barrels
in18.0Diameter
ft40.00Length
ft40.00Length (Computed Barrel)
ft/ft0.006Slope (Computed)
Outlet Control Data
0.013Manning's n
0.200Ke
0.018Kb
0.200Kr
ft0.00Convergence Tolerance
Inlet Control Data
Form 1Equation Form
0.0045K
2.0000M
0.0317C
0.6900Y
1.092T1 ratio (HW/D)
1.194T2 ratio (HW/D)
-0.500Slope Correction Factor
Use unsubmerged inlet control 0 equation below T1
elevation.
Use submerged inlet control 0 equation above T2
elevation
In transition zone between unsubmerged and submerged
inlet control,
interpolate between flows at T1 & T2...
ft73.33T1 Elevation ft³/s7.58T1 Flow
ft73.48T2 Elevation ft³/s8.66T2 Flow
Page 19 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 2YR
Storm Event: 2 YearLabel: Ex Outlet
Return Event: 2 yearsSubsection: Outlet Input Data
Structure ID: Ex Weir - 2
Structure Type: Rectangular Weir
1Number of Openings
ft74.70Elevation
ft8.90Weir Length
(ft^0.5)/s3.00Weir Coefficient
Structure ID: TW
Structure Type: TW Setup, DS Channel
Free OutfallTailwater Type
Convergence Tolerances
30Maximum Iterations
ft0.01Tailwater Tolerance
(Minimum)
ft0.50Tailwater Tolerance
(Maximum)
ft0.01Headwater Tolerance
(Minimum)
ft0.50Headwater Tolerance
(Maximum)
ft³/s0.001Flow Tolerance (Minimum)
ft³/s10.000Flow Tolerance (Maximum)
Page 20 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 2YR
Storm Event: 2 YearLabel: Ex Outlet
Return Event: 2 yearsSubsection: Individual Outlet Curves
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = Ex Weir (Rectangular Weir)
---------------------------------------
Upstream ID = (Pond Water Surface)
Downstream ID = Ex Orifice (Orifice-Circular)
Tailwater
Error
(ft)
Downstream
Channel
Tailwater
(ft)
Convergence
Error
(ft³/s)
Downstream
Hydraulic
Grade Line
Error
(ft)
Next
Downstream
Hydraulic
Grade Line
(ft)
Converge
Downstream
Hydraulic
Grade Line
(ft)
(into)
Headwater
Hydraulic
Grade Line
(ft)
Device
Flow
(ft³/s)
Water
Surface
Elevation
(ft)
0.00(N/A)0.000.000.000.000.000.0072.09
0.00(N/A)0.000.000.000.000.000.0072.26
0.00(N/A)0.000.0072.5972.5972.590.3272.59
0.00(N/A)0.000.0073.0873.0873.091.6273.09
0.00(N/A)0.000.0073.5873.5873.592.4973.59
0.00(N/A)0.000.0074.0874.0874.093.1174.09
0.00(N/A)0.000.0074.5874.5874.593.5574.59
0.00(N/A)0.000.0074.6974.6974.703.6774.70
0.00(N/A)0.000.0075.0875.0875.093.8875.09
0.00(N/A)0.000.0075.5975.5975.592.1775.59
0.00(N/A)0.000.0076.0076.0076.003.5076.00
Message
WS below an invert; no
flow.
WS below an invert; no
flow.
H=.50; Htw=.50;
Qfree=2.97;
H=1.00; Htw=.99;
Qfree=8.10;
H=1.50; Htw=1.49;
Qfree=14.33;
H=2.00; Htw=1.99;
Qfree=21.21;
H=2.50; Htw=2.49;
Qfree=28.46;
H=2.61; Htw=2.60;
Qfree=30.08;
H=3.00; Htw=2.99;
Qfree=35.85;
H=3.50; Htw=3.50;
Qfree=43.22;
H=3.91; Htw=3.91;
Qfree=49.13;
Page 21 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 2YR
Storm Event: 2 YearLabel: Ex Outlet
Return Event: 2 yearsSubsection: Individual Outlet Curves
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = Ex Orifice (Orifice-Circular)
---------------------------------------
Upstream ID = Ex Weir (Rectangular Weir)
Downstream ID = Ex Culvert (Culvert-Circular)
Tailwater
Error
(ft)
Downstream
Channel
Tailwater
(ft)
Convergence
Error
(ft³/s)
Downstream
Hydraulic
Grade Line
Error
(ft)
Next
Downstream
Hydraulic
Grade Line
(ft)
Converge
Downstream
Hydraulic
Grade Line
(ft)
(into)
Headwater
Hydraulic
Grade Line
(ft)
Device
Flow
(ft³/s)
Water
Surface
Elevation
(ft)
0.00(N/A)0.000.000.000.000.000.0072.09
0.00(N/A)0.000.000.000.000.000.0072.26
0.00(N/A)0.000.0071.98Free Outfall72.590.3172.59
0.00(N/A)0.000.0072.3772.3773.081.6073.09
0.00(N/A)0.000.0072.5772.5773.582.4973.59
0.00(N/A)0.000.0072.6772.6774.083.1174.09
0.00(N/A)0.000.0072.7572.7574.583.5574.59
0.00(N/A)0.030.0072.7772.7774.693.6474.70
0.00(N/A)0.770.0073.6873.6875.083.1175.09
0.00(N/A)0.000.0075.3575.3575.591.3075.59
0.00(N/A)0.000.0075.6375.6376.001.5976.00
Message
WS below an invert; no
flow.
WS below an invert; no
flow.
CRIT.DEPTH CONTROL
Vh= .087ft Dcr= .242ft
CRIT.DEPTH Hev= .00ft
CRIT.DEPTH CONTROL
Vh= .254ft Dcr= .567ft
CRIT.DEPTH Hev= .00ft
H =.90
H =1.40
H =1.83
H =1.92
H =1.40
H =.24
H =.37
Page 22 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 2YR
Storm Event: 2 YearLabel: Ex Outlet
Return Event: 2 yearsSubsection: Individual Outlet Curves
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = Ex Culvert (Culvert-Circular)
---------------------------------------
Mannings open channel maximum capacity: 8.75 ft³/s
Upstream ID = Ex Orifice, Ex Weir - 2
Downstream ID = Tailwater (Pond Outfall)
Tailwater
Error
(ft)
Downstream
Channel
Tailwater
(ft)
Convergence
Error
(ft³/s)
Downstream
Hydraulic
Grade Line
Error
(ft)
Next
Downstream
Hydraulic
Grade Line
(ft)
Converge
Downstream
Hydraulic
Grade Line
(ft)
(into)
Headwater
Hydraulic
Grade Line
(ft)
Device
Flow
(ft³/s)
Water
Surface
Elevation
(ft)
0.00(N/A)0.000.00Free Outfall0.000.000.0072.09
0.00(N/A)0.000.00Free Outfall0.000.000.0072.26
0.00(N/A)0.000.00Free OutfallFree Outfall71.980.3172.59
0.00(N/A)0.000.00Free OutfallFree Outfall72.371.5973.09
0.00(N/A)0.000.00Free OutfallFree Outfall72.572.5473.59
0.00(N/A)0.000.00Free OutfallFree Outfall72.673.1274.09
0.00(N/A)0.000.00Free OutfallFree Outfall72.753.5774.59
0.00(N/A)0.000.00Free OutfallFree Outfall72.773.6974.70
0.00(N/A)0.000.00Free OutfallFree Outfall73.689.6575.09
0.00(N/A)0.000.00Free OutfallFree Outfall75.3515.4975.59
0.00(N/A)0.000.00Free OutfallFree Outfall75.6315.7476.00
Message
WS below an invert; no
flow.
WS below an invert; no
flow.
CRIT.DEPTH CONTROL
Vh= .071ft Dcr= .206ft
CRIT.DEPTH Hev= .00ft
CRIT.DEPTH CONTROL
Vh= .172ft Dcr= .474ft
CRIT.DEPTH Hev= .00ft
CRIT.DEPTH CONTROL
Vh= .226ft Dcr= .604ft
CRIT.DEPTH Hev= .00ft
CRIT.DEPTH CONTROL
Vh= .257ft Dcr= .672ft
CRIT.DEPTH Hev= .00ft
CRIT.DEPTH CONTROL
Vh= .280ft Dcr= .721ft
CRIT.DEPTH Hev= .00ft
CRIT.DEPTH CONTROL
Vh= .287ft Dcr= .734ft
CRIT.DEPTH Hev= .00ft
BACKWATER CONTROL..
Vh= .490ft hwDi=
1.404ft Lbw= 40.0ft
Hev= .00ft
Page 23 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 2YR
Storm Event: 2 YearLabel: Ex Outlet
Return Event: 2 yearsSubsection: Individual Outlet Curves
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = Ex Culvert (Culvert-Circular)
---------------------------------------
Mannings open channel maximum capacity: 8.75 ft³/s
Upstream ID = Ex Orifice, Ex Weir - 2
Downstream ID = Tailwater (Pond Outfall)
Message
FULL
FLOW...Lfull=37.93ft
Vh=1.195ft HL=2.259ft
Hev= .00ft
FULL
FLOW...Lfull=38.69ft
Vh=1.233ft HL=2.348ft
Hev= .00ft
Page 24 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 2YR
Storm Event: 2 YearLabel: Ex Outlet
Return Event: 2 yearsSubsection: Individual Outlet Curves
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = Ex Weir - 2 (Rectangular Weir)
---------------------------------------
Upstream ID = (Pond Water Surface)
Downstream ID = Ex Culvert (Culvert-Circular)
Tailwater
Error
(ft)
Downstream
Channel
Tailwater
(ft)
Convergence
Error
(ft³/s)
Downstream
Hydraulic
Grade Line
Error
(ft)
Next
Downstream
Hydraulic
Grade Line
(ft)
Converge
Downstream
Hydraulic
Grade Line
(ft)
(into)
Headwater
Hydraulic
Grade Line
(ft)
Device
Flow
(ft³/s)
Water
Surface
Elevation
(ft)
0.00(N/A)0.000.000.000.000.000.0072.09
0.00(N/A)0.000.000.000.000.000.0072.26
0.00(N/A)0.000.0071.980.000.000.0072.59
0.00(N/A)0.000.0072.370.000.000.0073.09
0.00(N/A)0.000.0072.570.000.000.0073.59
0.00(N/A)0.000.0072.670.000.000.0074.09
0.00(N/A)0.000.0072.750.000.000.0074.59
0.00(N/A)0.000.0072.770.000.000.0074.70
0.00(N/A)0.000.0073.68Free Outfall75.096.5075.09
0.00(N/A)0.000.1275.3575.2275.5917.8375.59
0.00(N/A)0.000.3275.6375.3076.0034.1776.00
Message
WS below an invert; no
flow.
WS below an invert; no
flow.
WS below an invert; no
flow.
WS below an invert; no
flow.
WS below an invert; no
flow.
WS below an invert; no
flow.
WS below an invert; no
flow.
WS below an invert; no
flow.
H=.39; Htw=.00;
Qfree=6.50;
H=.89; Htw=.52;
Qfree=22.42;
H=1.30; Htw=.60;
Qfree=39.58;
Page 25 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Existing Conditions 2YR
Storm Event: 2 YearLabel: Ex Outlet
Return Event: 2 yearsSubsection: Composite Rating Curve
Composite Outflow Summary
Convergence Error
(ft)
Tailwater Elevation
(ft)
Flow
(ft³/s)
Water Surface
Elevation
(ft)
0.00(N/A)0.0072.09
0.00(N/A)0.0072.26
0.00(N/A)0.3172.59
0.00(N/A)1.5973.09
0.00(N/A)2.4973.59
0.00(N/A)3.1174.09
0.00(N/A)3.5574.59
0.00(N/A)3.6474.70
0.00(N/A)9.6175.09
0.00(N/A)15.4975.59
0.00(N/A)15.7476.00
Contributing Structures
(no Q: Ex Weir,Ex
Orifice,Ex Weir - 2,Ex
Culvert)
(no Q: Ex Weir,Ex
Orifice,Ex Weir - 2,Ex
Culvert)
Ex Weir,Ex Orifice,Ex
Culvert (no Q: Ex Weir -
2)
Ex Weir,Ex Orifice,Ex
Culvert (no Q: Ex Weir -
2)
Ex Weir,Ex Orifice,Ex
Culvert (no Q: Ex Weir -
2)
Ex Weir,Ex Orifice,Ex
Culvert (no Q: Ex Weir -
2)
Ex Weir,Ex Orifice,Ex
Culvert (no Q: Ex Weir -
2)
Ex Weir,Ex Orifice,Ex
Culvert (no Q: Ex Weir -
2)
Ex Weir,Ex Orifice,Ex
Weir - 2,Ex Culvert
Ex Weir,Ex Orifice,Ex
Weir - 2,Ex Culvert
Ex Weir,Ex Orifice,Ex
Weir - 2,Ex Culvert
Page 26 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Proposed Conditions 2YR
Storm Event: 2 YearLabel: Proposed Outlet
Return Event: 2 yearsSubsection: Outlet Input Data
Requested Pond Water Surface Elevations
ft72.00Minimum (Headwater)
ft0.50Increment (Headwater)
ft75.63Maximum (Headwater)
Outlet Connectivity
E2
(ft)
E1
(ft)
OutfallDirectionOutlet IDStructure Type
75.6372.00Ex CulvertForwardPr OrificeOrifice-Circular
75.6374.50Ex CulvertForwardPr WeirRectangular Weir
75.6371.65TWForwardEx CulvertCulvert-Circular
(N/A)(N/A)TailwaterTailwater Settings
Page 27 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Proposed Conditions 2YR
Storm Event: 2 YearLabel: Proposed Outlet
Return Event: 2 yearsSubsection: Outlet Input Data
Structure ID: Ex Culvert
Structure Type: Culvert-Circular
1Number of Barrels
in18.0Diameter
ft30.00Length
ft30.00Length (Computed Barrel)
ft/ft0.005Slope (Computed)
Outlet Control Data
0.013Manning's n
0.200Ke
0.018Kb
0.200Kr
ft0.00Convergence Tolerance
Inlet Control Data
Form 1Equation Form
0.0045K
2.0000M
0.0317C
0.6900Y
1.093T1 ratio (HW/D)
1.195T2 ratio (HW/D)
-0.500Slope Correction Factor
Use unsubmerged inlet control 0 equation below T1
elevation.
Use submerged inlet control 0 equation above T2
elevation
In transition zone between unsubmerged and submerged
inlet control,
interpolate between flows at T1 & T2...
ft73.29T1 Elevation ft³/s7.58T1 Flow
ft73.44T2 Elevation ft³/s8.66T2 Flow
Page 28 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Proposed Conditions 2YR
Storm Event: 2 YearLabel: Proposed Outlet
Return Event: 2 yearsSubsection: Outlet Input Data
Structure ID: Pr Orifice
Structure Type: Orifice-Circular
1Number of Openings
ft72.00Elevation
in10.0Orifice Diameter
0.600Orifice Coefficient
Structure ID: Pr Weir
Structure Type: Rectangular Weir
1Number of Openings
ft74.50Elevation
ft4.00Weir Length
(ft^0.5)/s3.00Weir Coefficient
Structure ID: TW
Structure Type: TW Setup, DS Channel
Free OutfallTailwater Type
Convergence Tolerances
30Maximum Iterations
ft0.01Tailwater Tolerance
(Minimum)
ft0.50Tailwater Tolerance
(Maximum)
ft0.01Headwater Tolerance
(Minimum)
ft0.50Headwater Tolerance
(Maximum)
ft³/s0.001Flow Tolerance (Minimum)
ft³/s10.000Flow Tolerance (Maximum)
Page 29 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Proposed Conditions 2YR
Storm Event: 2 YearLabel: Proposed Outlet
Return Event: 2 yearsSubsection: Individual Outlet Curves
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = Ex Culvert (Culvert-Circular)
---------------------------------------
Mannings open channel maximum capacity: 7.99 ft³/s
Upstream ID = Pr Orifice, Pr Weir
Downstream ID = Tailwater (Pond Outfall)
Tailwater
Error
(ft)
Downstream
Channel
Tailwater
(ft)
Convergence
Error
(ft³/s)
Downstream
Hydraulic
Grade Line
Error
(ft)
Next
Downstream
Hydraulic
Grade Line
(ft)
Converge
Downstream
Hydraulic
Grade Line
(ft)
(into)
Headwater
Hydraulic
Grade Line
(ft)
Device
Flow
(ft³/s)
Water
Surface
Elevation
(ft)
0.00(N/A)0.000.00Free Outfall0.000.000.0072.00
0.00(N/A)0.000.00Free OutfallFree Outfall72.080.6772.50
0.00(N/A)0.000.00Free OutfallFree Outfall72.422.0073.00
0.00(N/A)0.000.00Free OutfallFree Outfall72.532.5873.50
0.00(N/A)0.000.00Free OutfallFree Outfall72.623.0874.00
0.00(N/A)0.000.00Free OutfallFree Outfall72.703.5474.50
0.00(N/A)0.000.00Free OutfallFree Outfall73.317.5475.00
0.00(N/A)0.010.00Free OutfallFree Outfall74.6013.7475.50
0.00(N/A)0.000.00Free OutfallFree Outfall74.8814.7275.63
Message
WS below an invert; no
flow.
BACKWATER CONTROL..
Vh= .107ft hwDi= .306ft
Lbw= 30.0ft Hev= .00ft
CRIT.DEPTH CONTROL
Vh= .196ft Dcr= .533ft
CRIT.DEPTH Hev= .00ft
BACKWATER CONTROL..
Vh= .215ft hwDi= .622ft
Lbw= 30.0ft Hev= .00ft
BACKWATER CONTROL..
Vh= .255ft hwDi= .668ft
Lbw= 30.0ft Hev= .00ft
BACKWATER CONTROL..
Vh= .267ft hwDi= .730ft
Lbw= 30.0ft Hev= .00ft
BACKWATER CONTROL..
Vh= .391ft hwDi=
1.191ft Lbw= 30.0ft
Hev= .00ft
INLET CONTROL...
Submerged: HW =2.95
INLET CONTROL...
Submerged: HW =3.23
Page 30 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Proposed Conditions 2YR
Storm Event: 2 YearLabel: Proposed Outlet
Return Event: 2 yearsSubsection: Individual Outlet Curves
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = Pr Orifice (Orifice-Circular)
---------------------------------------
Upstream ID = (Pond Water Surface)
Downstream ID = Ex Culvert (Culvert-Circular)
Tailwater
Error
(ft)
Downstream
Channel
Tailwater
(ft)
Convergence
Error
(ft³/s)
Downstream
Hydraulic
Grade Line
Error
(ft)
Next
Downstream
Hydraulic
Grade Line
(ft)
Converge
Downstream
Hydraulic
Grade Line
(ft)
(into)
Headwater
Hydraulic
Grade Line
(ft)
Device
Flow
(ft³/s)
Water
Surface
Elevation
(ft)
0.00(N/A)0.000.000.000.000.000.0072.00
0.00(N/A)0.000.0072.0872.0872.500.6872.50
0.00(N/A)0.000.0072.4272.4273.002.0073.00
0.00(N/A)0.000.0072.5372.5373.502.5873.50
0.00(N/A)0.000.0072.6272.6274.003.0874.00
0.00(N/A)0.000.0072.7072.7074.503.5374.50
0.00(N/A)0.000.0073.3173.3175.003.4175.00
0.00(N/A)0.000.0074.6074.6075.502.4975.50
0.00(N/A)0.000.0074.8874.8875.632.2775.63
Message
WS below an invert; no
flow.
CRIT.DEPTH CONTROL
Vh= .137ft Dcr= .362ft
CRIT.DEPTH Hev= .00ft
H =.58
H =.97
H =1.38
H =1.80
H =1.69
H =.90
H =.74
Page 31 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Proposed Conditions 2YR
Storm Event: 2 YearLabel: Proposed Outlet
Return Event: 2 yearsSubsection: Individual Outlet Curves
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = Pr Weir (Rectangular Weir)
---------------------------------------
Upstream ID = (Pond Water Surface)
Downstream ID = Ex Culvert (Culvert-Circular)
Tailwater
Error
(ft)
Downstream
Channel
Tailwater
(ft)
Convergence
Error
(ft³/s)
Downstream
Hydraulic
Grade Line
Error
(ft)
Next
Downstream
Hydraulic
Grade Line
(ft)
Converge
Downstream
Hydraulic
Grade Line
(ft)
(into)
Headwater
Hydraulic
Grade Line
(ft)
Device
Flow
(ft³/s)
Water
Surface
Elevation
(ft)
0.00(N/A)0.000.000.000.000.000.0072.00
0.00(N/A)0.000.0072.080.000.000.0072.50
0.00(N/A)0.000.0072.420.000.000.0073.00
0.00(N/A)0.000.0072.530.000.000.0073.50
0.00(N/A)0.000.0072.620.000.000.0074.00
0.00(N/A)0.000.0072.700.000.000.0074.50
0.00(N/A)0.000.0073.31Free Outfall75.004.1475.00
0.00(N/A)0.000.0074.6074.6075.5011.2675.50
0.00(N/A)0.000.0074.8874.8875.6312.4275.63
Message
WS below an invert; no
flow.
WS below an invert; no
flow.
WS below an invert; no
flow.
WS below an invert; no
flow.
WS below an invert; no
flow.
WS below an invert; no
flow.
H=.50; Htw=.00;
Qfree=4.14;
H=1.00; Htw=.10;
Qfree=11.40;
H=1.13; Htw=.38;
Qfree=13.51;
Page 32 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Scenario: Proposed Conditions 2YR
Storm Event: 2 YearLabel: Proposed Outlet
Return Event: 2 yearsSubsection: Composite Rating Curve
Composite Outflow Summary
Convergence Error
(ft)
Tailwater Elevation
(ft)
Flow
(ft³/s)
Water Surface
Elevation
(ft)
0.00(N/A)0.0072.00
0.00(N/A)0.6772.50
0.00(N/A)2.0073.00
0.00(N/A)2.5873.50
0.00(N/A)3.0874.00
0.00(N/A)3.5274.50
0.00(N/A)7.5475.00
0.00(N/A)13.7475.50
0.00(N/A)14.6975.63
Contributing Structures
(no Q: Pr Orifice,Pr
Weir,Ex Culvert)
Pr Orifice,Ex Culvert (no
Q: Pr Weir)
Pr Orifice,Ex Culvert (no
Q: Pr Weir)
Pr Orifice,Ex Culvert (no
Q: Pr Weir)
Pr Orifice,Ex Culvert (no
Q: Pr Weir)
Pr Orifice,Ex Culvert (no
Q: Pr Weir)
Pr Orifice,Pr Weir,Ex
Culvert
Pr Orifice,Pr Weir,Ex
Culvert
Pr Orifice,Pr Weir,Ex
Culvert
Page 33 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
Index
Proposed Outlet (Outlet Input Data, 2 years (Proposed Conditions 2YR))...27, 28,
29
Proposed Outlet (Individual Outlet Curves, 2 years (Proposed Conditions
2YR))...30, 31, 32
Proposed Outlet (Composite Rating Curve, 2 years (Proposed Conditions 2YR))...33
P
NOAA South Windsor (Time-Depth Curve, 25 years (Existing Conditions 25
YR))...11, 12
NOAA South Windsor (Time-Depth Curve, 2 years (Existing Conditions 2YR))...9, 10
NOAA South Windsor (Time-Depth Curve, 100 years (Existing Conditions 100
YR))...7, 8
NOAA South Windsor (Time-Depth Curve, 10 years (Existing Conditions 10 YR))...5,
6
N
Master Network Summary...2, 3, 4
M
Ex Outlet (Outlet Input Data, 2 years (Existing Conditions 2YR))...17, 18, 19, 20
Ex Outlet (Individual Outlet Curves, 2 years (Existing Conditions 2YR))...21, 22, 23,
24, 25
Ex Outlet (Composite Rating Curve, 2 years (Existing Conditions 2YR))...26
E
Detention (Elevation-Area Volume Curve, 2 years (Existing Conditions 2YR))...15
Detention (Elevation vs. Volume Curve, 2 years (Proposed Conditions 2YR))...16
D
Area 2 (Runoff CN-Area, 2 years (Proposed Conditions 2YR))...14
Area 2 (Runoff CN-Area, 2 years (Existing Conditions 2YR))...13
A
Page 34 of 3427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
8/11/2025
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
Center20250811 Nutmeg Detention BOX.ppc
APPENDIX C
#570 DRAINAGE CALCULATION
WATER QUALITY VOLUME CALCULATIONS
PIPE FLOW ANALYSIS
Barton Loguidice, LLC 600 Nutmeg Road North
South Windsor, CT
8/11/2025 J:\4481\159\Design\Drainage Analysis\20250808 DRAIN_Treatment Structure Sizing
Existing Storm Drainage Proposed Storm Drainage
TOTAL Area = 2.4 AC.TOTAL Area = 2.4 AC.
Impervious Area= 0.59 AC.Impervious Area=0.60 AC.
Lawn Area= 0.42 AC.Lawn Area=0.42 AC.
Gravel/Dirt Area=1.39 Gravel/Dirt Area=1.38 AC.
Weighted "C" = 0.7660 Weighted "C" = 0.76625
TC=10 min., I 25= 6.4 TC=10 min., I 25= 6.4
Q 25 = 2.4 x 0.7660 x 6.40 = 11.76576 CFS Q 25 = 2.4 x 0.76625 x 6.40 = 11.7696 CFS
As shown with the 25 year storm calculation above, any increase in flows is negligible and with the addition of gravel surrounding
the proposed equipment concrete pads, will be infiltrated into the soil.
#570 NUTMEG DRAINAGE ANALYSIS
Barton Loguidice, LLC 600 Nutmeg Road North
South Windsor, CT
8/11/2025 J:\4481\159\Design\Drainage Analysis\20250808 DRAIN_Treatment Structure Sizing
WQV = Water Quality Volume (acre-feet)
R = Volumetric Runoff Coefficient, 0.050 + 0.009(I)
I = Percent Impervious Cover, Impervious Area / Total Area
DA = Drainage Area (Acres)DA = 1.000 acres
IA = Impervious Area (Acres)IA = 1.000 acres
I = 100%R = 0.95
WQV = 0.103 acre-feet
Q = Runoff Depth (in watershed inches)
WQV = Water Quality Volume (acre-feet)
DA = Drainage Area (acres)
Q(in) = 1.24 watershed inches
Q(in) = 1.24 watershed inches P = 1.3 in
CN = 98
Ia = 0.041 inches
Tc = 0.167 hours
Ia/P = 0.032
qu = 775 csm/in
WQF = Water Quality Flow (cfs)
qu = unit peak discharge (cfs/mi2/inch)
DA = drainage area (mi2)
Q(in) = runoff depth (watershed inches)
WQF = 1.496 cfs
PROPOSED TREATMENT STRUCTURE SIZING
Compute Water Quality Volume
Determine Percent Impervious Cover (I)Calculate Volumetric Runoff Coefficient (R)
Calculate Water Quality Volume
Compute Runoff Depth
Determine NCRS Curve Number (CN)
From Appendix D, Figure 1 - Graphical Solution of Runoff Equation (Fig. 2-1 from TR-55) of the 2024 CT Stormwater Manual
From Appendix D, Figure 3 - Unit Peak Discharge for NRCS Type III Rainfall Distribution (Exh. 4-111 of TR-55) of the 2024 CT SW Manual
Compute Water Quality Flow
Determine Initial Abstraction (Ia)
From Appendix D, Figure 4 - Initial Abstraction Values for Runoff CNs (Table 4-1 of TR-55) of the 2024 CT Stormwater Manual
Determine Unit Peak Discharge (qu)
Time of Concentration (Tc)
DA
WQVQin
)12(
)(
×=
)(inuQDAqWQF××=
Barton Loguidice, LLC 600 Nutmeg Road North
South Windsor, CT
8/11/2025 J:\4481\159\Design\Drainage Analysis\20250808 DRAIN_Treatment Structure Sizing
WQV = Water Quality Volume (acre-feet)
R = Volumetric Runoff Coefficient, 0.050 + 0.009(I)
I = Percent Impervious Cover, Impervious Area / Total Area
DA = Drainage Area (Acres)DA = 3.000 acres
IA = Impervious Area (Acres)IA = 2.500 acres
I = 83%R = 0.80
WQV = 0.260 acre-feet
Q = Runoff Depth (in watershed inches)
WQV = Water Quality Volume (acre-feet)
DA = Drainage Area (acres)
Q(in) = 1.04 watershed inches
Q(in) = 1.04 watershed inches P = 1.3 in
CN = 97
Ia = 0.062 inches
Tc = 0.250 hours
Ia/P = 0.048
qu = 550 csm/in
WQF = Water Quality Flow (cfs)
qu = unit peak discharge (cfs/mi2/inch)
DA = drainage area (mi2)
Q(in) = runoff depth (watershed inches)
WQF = 2.681 cfs
From Appendix D, Figure 3 - Unit Peak Discharge for NRCS Type III Rainfall Distribution (Exh. 4-111 of TR-55) of the 2024 CT SW Manual
Compute Water Quality Flow
Determine NCRS Curve Number (CN)
From Appendix D, Figure 1 - Graphical Solution of Runoff Equation (Fig. 2-1 from TR-55) of the 2024 CT Stormwater Manual
Determine Initial Abstraction (Ia)
From Appendix D, Figure 4 - Initial Abstraction Values for Runoff CNs (Table 4-1 of TR-55) of the 2024 CT Stormwater Manual
Determine Unit Peak Discharge (qu)
Time of Concentration (Tc)
PROPOSED TREATMENT STRUCTURE SIZING
Compute Water Quality Volume
Determine Percent Impervious Cover (I)Calculate Volumetric Runoff Coefficient (R)
Calculate Water Quality Volume
Compute Runoff Depth
DA
WQVQin
)12(
)(
×=
)(inuQDAqWQF××=
Hydraflow Plan ViewProject File: 20250811 Pipe Analysis NUTMEG.stmNo. Lines: 508-12-2025Hydraflow Storm Sewers 2005TreatmentStructure #2TreatmentStructure #1Existing pipe systemto the east to remain24" diameter header pipe with several8" inlets to underground system.
Storm Sewer TabulationPage 1 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd / Rim Elev Line IDcoeff (I) flow fullLine To Incr Total Incr Total Inlet Syst Size Slope Up Dn Up Dn Up DnLine(ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft)1 End 46.0 0.14 0.88 0.90 0.13 0.79 5.0 5.3 7.3 5.76 8.39 4.74 18 0.54 72.55 72.30 73.47 73.34 77.82 80.00 Ex cb2-TS12 1 65.0 0.74 0.74 0.90 0.67 0.67 5.0 5.0 7.4 4.95 5.13 4.03 15 0.54 72.90 72.55 74.15 73.86 76.20 77.82 Ex cb2-Ex cb13 End 74.0 0.00 3.03 0.00 0.00 2.37 0.0 14.2 4.4 10.52 0.00 3.35 24 0.00 73.40 73.40 75.59 75.45 78.00 78.50 out-TS24 3 17.0 0.37 0.37 0.81 0.30 0.30 8.0 8.0 6.0 1.80 7.59 1.47 15 1.18 74.00 73.80 75.91 75.90 77.60 78.00 TS2-Excb35 3 60.0 2.66 2.66 0.78 2.07 2.07 14.0 14.0 4.5 9.27 7.43 5.24 18 0.50 74.10 73.80 76.23 75.76 78.00 78.00 TS2-Ex EastProject File: 20250811 Pipe Analysis NUTMEG.stmNumber of lines: 5 Run Date: 08-12-2025NOTES: Intensity = 37.27 / (Inlet time + 4.00) ^ 0.73; Return period = 10 Yrs. Hydraflow Storm Sewers 2005*See note*NOTE: 24" diameter header pipe is to be placed level with minimumof 6- 8" diameter inlet pipes to the underground system.
APPENDIX D
NOAA PRECIPITATION FREQUENCY ESTIMATES
SOILS DATA
[Meg 5
Pmmred Ev.
m wz usA
%IP66 mosw
Men
Slice Medium (SLM)
Outdoor LED Area Light
QUICK LINKS
Ordering Guide Performance
Ivue
DatE
FEATURES &SPECIFICATIONS
Construction
.Rugged die-cast aluminum housing
contains facmry prewired driver and
optical unit,Cast aluminum wiring access
door located underneath.
-Fixtures are finished with LSI'S DuraGrip‘
polyester powder coat finishing process.
The DuraGrip finish withstands extreme
weather changes without cracking or
peeling.Other standard LSI finishes
available.Consult factory.
-Shipping weight:33 lbs in carton.
Optical System-Staterof-the-Art one piece silicone optic
sheet delivers industry leading optical
control with an integrated gasket to
provide IP66 rated seal.
-Proprietary silicone refractor optics
provide exceptional coverage and
uniformity in distribution types 2,3.4,SW,
FT,FTA,AM,and LC/RC.
-Silicone optical material does not yellow or
crack with age and provides a typical light
transmittance of 93-95%,
-Zero uplight.
-Available in 5000K,4000K,3500K,
3000K and 2700K color temperatures per
ANS C78.377.Also Available in Phospho
Converted Amber with Peak intensity at
610nm.
-7O or SOCRI Minimum.
-Integral louver (IL)and integral half
louver (IH)options available for enhanced
backlight control.
Electrical-High-performance driver features
overvoltage,under»voltage,shortcircuit
and over temperature protection.
s O-IOV dimming (10%-100%)standard.
'Standard Universal Voltage (120-277 VAC)
Input 50/60 Hz or optional High Voltage
(347-480 VAC).
-L80 Calculated Life:>100k Hours (See
Lumen Maintenance chart)
-Total harmonic distortion:<20%
r Operating temperature:-40°C to +50°C
(-40°F to +122“F),42L and 48L lumen
packages rated to +409C.55L lumen
package rate to +35°C.
~Power factor:>90
-Input power stays constant over life.
-Field replaceable IOkV surge protection
device meets a minimum Category C Low
operation (per ANSI/IEEE C62.4I.2).
-High-efficacy LEDs mounted to metal—core
circuit board to maximize heat dissipation.
-Driver is fully encased in potting material
for moisture resistance and complies with
FCC standards.Driver and key electronic
components can easily be accessed.
Controls
-Optional integral passive infrared
Bluetooth‘"motion sensor.Fixtures
operate independently and can be
commissioned via IOS or Android
configuration app.
-AirLink'”Blue wireless control system with
technology partner Silvair incorporates
Luminaire Level Lighting Controls (LLLC)
and high-end trim.
Photometrics Dimensions
Installation
-A single fastener secures the hinged door,
underneath the housing and provides
quick &easy access to the electrical
compartment.
'Included terminal block accepts up to 12
ga.Wire.
Utilizes LSI's traditional B3 drill pattern.
(See drawing in poles section)
Warranty-LSI Iuminaires carry a 5-year limited
warranty.Refer to httgs:[[www.lsicorp.
com/resources/terms—conditions-
warrarity/for more information.
Listings-Listed to UL 1598 and UL 8750.
-Meets Buy American Act requirements.
-DarkSky approved with 3000K color
temperature selection and fixed mounting.
-Title 24 Compliant;see local ordinance for
qualification information.
'Suitable for wet locations.
'IP66 rated Luminaire per IEC 60598-I.
-3G rated for ANSI 036.31 high vibration
applicationsapplicationsare qualified.
-lK08 rated Iuminiare per IEC 66262
mechanical impact code.
-DesignLights Consortium'(DLC)qualified
product.Not all versions of this product
may be DLC qualified.Please check the
DLC Qualified Products List at wwwr
designlights.org/QPL to confirm which
versions are qualified.
'Patented Silicone Optics (US Patent NO.
10,816,165 BZ)
LSI Industries Inc.
OVERVIEW
Lumen Package 9.000 V 55.000
Waktage Range 62 r 436
Efficacy Range (LPW)114 -162
Wexght Ibs(kg>27 (I22)
Control Options IMSBT,ALB.ALS,
7-Pin,PCI
Slice Medium Outdoor LED Area Light 1n
0 Have questinns?(aH us at (800)456-7800
ORDERING GUIDE Back to muck Lmks
ACCESSORY ORDERING INFORMATION5
EXIERIIALSHIEIDIII -OPIIOIIS
3 ExternalShleld See shielding
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Attessmies are snipoee senaralely and held installed
mmunnmmnvu:SIM LED 36L Sll HA UNV DIM 50 70CRI AISCSM BRZ II
Prefix ligh!Sourze luman Palkage lens Disllihulion Oriemationl Voltage Dlivu
SIM -Shm Medium LED EL -9,000 Imx
11L -12,000 Ims
IEL -10,000 lms
24L -24,000 Ims
30L -30,000 lmx
36L—56000 Ims
IZL-42,000 Imx
48L »48,000 lms
55L »55,000 Im:
(ustom lumen Fatkages‘
SIL-Silimne Z-IypeZ
3-IypeE
A»Iype4
5W-Type S Widen-Forwam Throw
HA -Fmward Ihtow Automotive
AN -Auiomotive Meithandise
lt -Lei!(omei
In »Right (omer
(hlank)-slandald
(no Iotanon)
l-0:106 Iotated letl 90°
R-000(5 mated right 90"
UHV-Universal Voltage (HO-277‘!)IIV »High VoltagE (347»480V)
DIM -0-10v
Dimming (10-10031)
(nlorlempemme tolni Rendeiing (onirols Finish Onlions
50 -5,000 (El
40-4,000 (U
35 -3,500 ((l (00 (Rl only)
70(RI-70 (RImmI80[RI (Elanli l -None
Wiieless (onliols System
Alst -Airlink Svnanse (onlrol System“
ALSESIJZ -AiiLink Synaose Conlrol Syglem wnh 1 2-20‘Motion Sensovi
ALSISM-AiiLink Svnanse (onliol Syslem With 20-40'Motion Sensor“
AlBllllllll Atr1rnl<Bhre long Range Wireless Morton 0 Photo Sensor (onlroller (8-24'mountrng herght)“Atemrzut -Alrtint Blue tong Range Wrreress Morton e Photo Senror controller (25-40 moootrno heron)”
Stand-Alone Controls
EXI-0-10V Dirnmlng leads extended to houxing exterlor
[lllP -7 Pin (onlrol Reteptacle ANSI (1 36.41‘
lllSBllL -integral Blueloolh"Motion and Phototell Sensor (0»24'Mil)“
IMSEHI -lnteorai Bluetooth"Motion and Phototell Sensor (ZS-40‘MH)”
Button Tyne Phototells
P0120 -120VPUNK-277 -208 -277V
Ptlm e 347V
Elli -Bla(k
m ’Dam Bronze
6”“'6“"Me‘a'6'“
GPT -Giaphile
MSV >Metallk Silver
PIP magnum PM
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30 -3.000 ((l
17-2,700 ((1 (00 tRl only)
Allk -Phosphor (onverled
Arnberl
CONTROIS ACCESSORIES
Descrlntlon Order Number
lwrst lock Photocell (IZDV)for use wrth ER7P IZZSII
lwrsl Lotk Phototell (208-277)tor use with (R7?IZlSlS
twtst Lotk Phototeli (347V)tor use wrlh CRIP 122516
twist lotk Photoceii (480V)tor use with ERIP IIZSIEO
ArLink 5 Pin twist Lock (ontroller 661409
A‘rtlnk 7 Pin iwtst lock [ontroiier 661410
Shorllng (ap tor use with (WP 109518
MOUNTING AttESSORIES‘
Destrlnllon Order llumber
Round Pole Adapter (3"Round/tapered Poles)4082mm
Round Pole Adapter (4"Round Poles)3799mm
Round Pole Adapter (5"Round Poles)37996BtLR
05 to BE Adapter 80068631ll
FUSIIIG OPTIONS’
Single Fusing (120V)
A(;?Q;‘fg:‘;dE
See FSingleFusing(277V)
Double Fusing (200V.240V)
Double Fusing (480V)
Double Fusing (347V)
Slice Medium Outdoor LED Area Light
8 Have uuestions?(all us a1 (800)1136-7800
ACCESSORIES
Ivne
OPTICS ROTATION
Top View @U
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Replam iwllhd (A'mum nnlel 0'5 [S'muave DOW
ACCESSORIES/OPTIONS
Integral Louver (IL)and House-Side Shield (IH)
megral lower (IL)and haw nower (1H)accessory smelds avanabne for .mpvoveu backngm
controi wrtnou:sacrmcmg street we partormance Lsrs unkegra;Lam/er 0L)and unnegran
HOUSE‘SIdE Smeld (IH)cptlons deIIVer backhght Contro‘that Slgnlflcanny reduces SDI”
ngm behmd me poles far appncamns wnh pole Iocauans cxuse m amacant propemesThedesignmaxnmzesnovwamvenecteangmwnnavedncmggnave‘mamtammg me opncau
d‘stnbunon selected.and mos:importantny alimmanng ngm trespass aatn opucns rotate
wnh the opttcal dustnbutton
Luminaive Shown wim Integral
Lcuve'(IL)
Luminaire snown7PinPhomelectricCantrolwithCR7P
7-ptn ANSI (mam-2013 control vecaptacla cotton avananne tar twist
lock phamcunhuls Gr wlre‘Ess Control mo¢ules Conlml accessones
sand sapatataty Dtmnnng teads tram the receptacte wtn be connecteu
to the anver dtmmmg taads (Consatt factory tor atternate wtrrng;
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Silike Pin Ilnmhu:75165]
Adhuivr Pin NumhEl:75ml
hulk Gun Pin Numhrv:151636
Slice Medium Outdoor LED Area Light hoe
0 Have questinns?(all us at (800)4364800
PERFORMANCE Back m Gulck Lmks
LSI Industries Inc.
DELIVERED LuMENs'
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Slice Medium Outdoor LED Area Light Tvne'
G Have questions?(al{usa1 (800)436-7800
PERFORMANCE (CONT.)Back to Qmck Lmks
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Z 7510 74 02-00-02
102
1 7749 76 01-00-62
5W 7045 60 03-00-62
FT 7470 73 EZ-UO-GZ
F14 7620 75 32-00-62
AM 7720 76 Bl-UO-Gl
101
Z 9111 69 02-00-62
115
1 9502 71 32-00-62
5W 0112 65 01-00-62
FT 9237 60 02-00-62
FTA 9411 70 E2-U0-62
AM 9546 71 BZ-UU-Gl
Z41
2 10955 61 EZ-UO-GZ
115
1 11271 64 920062
5W 10249 59 B1—U0-62
FT 10067 62 EZ-UU-GZ
F14 11007 61 BZ-UU-GZ
AM 11210 64 020061
REIOMMENDED llJMEN HAIN‘IENAN‘E‘(40“0
Amhimt InliaF 15W $01!!“7510’100W
7l.-101.1001 97%92%80%84%
241 -481 100%94%071 001 74%
REtDMMENDED 11111611 HAINIENANCE'(50"0
mien,[my 25h:5W 75“,:mmx
71 -161 100%96%9151 B71 01%
ELEtIIlItAl DAIA-PhoshnIConvened Amlm (AMPSY
lumen;1201 208V 240V 27W 147V 480V
91 0.62 0.16 0.11 0.27 0.21 0.15
121 0.85 0.50 0.41 0.10 0.10 0.22
181 1.11 0.65 0.56 0.49 0.19 0.20
Z41 1.47 0.85 0.71 0.64 0.51 0.17
Slice Medium Outdoor LED Area Light
0 Have questions?(all us at (300)436-7800
PHOTOMETRICS
Luminaire photometry has been conducted by an accredited laboratory in accordance with IESNA LM-79.As specified by IESNA LM-79 the
entire luminaire Is tested as the source resulting in a luminaire efficuency of 100%
SLM-LED-3OL-SIL-2’40-7OCRI
W09
Back to Quick Links
ISO Fooltandie Polal [urve
15'Mounting Height/15'Gila Seating
lm .zn Iiit
SLM-LED-3OL-SIL-3-40-7OCRI
ISO Fooltandle
u 0.5 F(I Veriuai Plane I Horizoniaitone
Pnlal EllillE
ZS'Mounting Heignt/25'Grid Spating
Isrt .m .Irt ‘0.5 K I Vemral Plarie I Horrznntal (one
LSI lndustrre5 InC.LL I i
Luminalra Daia
nu!1 Dishihuiion
nestlintion 4000 KEMn.70 (Ri
Delivered lumen;30,908
Walk ZIE
Elfitatv i45
lB ivne Tvpe ii r Short
BUG Raliliu SA-UO-Gi
lonal Lumen Summary
lone lumens 7i luminaiie
law (040“)5.205 17%
Medium (30-60”)WADE 62%
High (60-30“)6,293 20%
Very lligli (30-90“)30i 1%
UuUglll (Mi—100°)0 0%
lntal Flux 30.908 l00%
luminaire Data
Tyne 3 Dktrihulion
Duuinlinn 4000 Kelvm,70 (RI
Delivevei lumens ElJSl
Walk 2i}
Elfitaty M9
IB lwe iype Iii -Shun
BUG Rating 0300-04
Iona!lumen Summary
lone lumen;ll luminaire
Luw (0-10“)3,533 0%
Medium (30-60”)0,345 58%
lligh (60—30”)9,441 30%
Very Hieh (Eu-90°)432 l”/a
llplight (En-100“)0 0%
iolal Flux $1,751 l00%
Slice Medium Outdoor LED Area Light
0 Have questions?(aH us at (800)1136-7800
PHOTOMETRICS (CONT.)
SLM-LED-3OL-SIL-FT-40-70CRI
ISO Foottandle
Tx De
Polal curve
ZS‘Moununq He‘ght /15'6nd Spaung
Isrc lm .m g »0.5F{I VevlKaI Plane l Hanzomal (one
SLM-LED-3OL-SILA4-4O-7OCRI
ISO Footcandle Pulal (um
//
/
\_¢¥W
ZS'Mounting Height /ZS‘Gvid Snatmg
ISK .m .m 0.5 R I Vernal Plane I Humunta{(une
L5l Industries lnc.
‘
X
luminalle Data
Tm Mistribuh'on
Duaiption 40UD Kelwn,70 (m
Deliveled lumenx 31,3}2
Wam 213
Emmy 149
IE5 Ivve Tyne IV -Shon
BUG Raling B47U0»G4
Iona!lumen Summary
lune Lumen;9s luminaive
lnw (0‘30“)4,047 13%
Medium (10-60“)16,376 Sl%
High (SD-M”)10,361 §4%
VEW Minh (80-90”)549 2%
Unliht (gu-IEO“)0 0%
Iotal Flu!M32 100%
lumlnalre Data
Tyne A Distrihurion
Dasainh’nn 4000 Kelvin‘70 (RI
Delivued lumens 32,079
Watt Ill
Emcacv 1S0
IE5 Me Type IV -Very mu
BUG Rating 33-00-63
Ional lumen Summary
1m lumem 'A luminaiu
lnw (0-30“)m9 11%
Madmm (an-son)14,044 44%
High (so-34°)131$;44%
Veryuigmao-wn)Lm 4%
unligmwn-W)0 0%
Intalnux 31.079 400%
Slice Medium Outdoor LED Area Light
Q Havequesnonsuanusat (800)436-7800
PHOTOMETRICS (CONT.)
SLM-LED-30L-SIL-SW-40-7OCRI
ISO fontcandie
Ti pe
Palai (um
ZS’Muunlmg Helgm /ZS’6nd Snamng
ISK IZH Im
SLM—LED-3OL-SILrFTA-40-70CRI
150 Footzandie
1 mm I VenKaI Plane I Honzcntal (one
Folai curve
25'Mounting Height /25'Grid Snatmg
ISH IZR Im 1 0.5 H I Vemral Plane I Hoiizonial tune
LEI Industrieg Inc.‘my r;iiii'
luminaire Data
Win NI Distrihuiion
Dacrintion 4000 Kelvm.70 (Rl
Delivered lumens 31,472
WIIB IE
Emmy M3
IES m1!Woe VS -Snon
BUG Raiinn BS-U0-6$
lonal lumen Summary
Ion![MIMM $4 [iiinIllaiM
low (0-30“)L647 12%
Hedium (30-60“)0,607 43%
High (60-30")13,033 44%
Vuy High (00-90”)305 1%
Uniight (ED-130°)0 0%
Total Flux 31,472 100%
4i
,5
Vi i
luminaiie bata
[wt FT!Distrihution
nesniplian 4000 Kelvin,70 (Pi
Deiivued lumens 30.535
Wart 273
Etfitarv 743
IE5 Type Type I -Very Shovt
000 Raiing 0400-6}
Zonal lumen Summary
lone lumens %luminaire
low (0-30“)7,445 ZS%
Hadium (50-60”)175$57%
Niall (60-00“)5,324 17%
Verv High (80-90“)434 1%
llplighl (90-13?)0 0%
Ioial Flux 50,565 i00%
Slice Medium Outdoor LED Area Light Th)?
0 Have questions?(an u:at (800)435—7800
PHOTOMETRICS (CONT.)
SLM-LED-3OL-SIL-AM-40—7OCRI
ISO Fooltandle Polar (urve
’T 0,5 H I Vemm Plane .Honzontal (one
SLM-LED-3OL-SIL-LC-40-7OCRI
ISO Foolcandle Polal (mve
iV
JJ ‘
.0.5K I Vemtal Plane I Hunzonlal (one
L51 1nduslries Inc.'L’I I V
\Z
luminaire Dala
Type AH Distrihuh‘on
nauinh’on 4000 KsMn,7U (RI
Delivmd lumens 31,020
Watt 2B
Efmatv 14g
IFS [we Type HI -Vevv Short
BUG Raiing 837M103
lonal lumen Summary
lone lumen:%Luminaiu
low (ll-W)6,626 Zl"/a
Medium (50-60%19,761 62%
Hinh (60-30")5,07Z l5%
Very High (BO—90")361 ‘39
Unligh‘l (90430“)0 0%
ialal Flux 31,820 100%
luminaire Data
mu lt Dmibution
nesuiminn 4000 KEIvin,70 (R!
Delivemd lumen;31,301
Watt 113
Etliurv 150
IB Twe N/A
HUG Raling MUG-GS
lanai lumen Summary
lone llllMllS 54 lum1ilalre
low (040“)4965 16%
Medium (30-00“)14179 44%
High (60-00“)117m 17%
Verv High (30-90“)1010 3%
Upligm (So-100“)0 0%
inlal Fiux 31091 100%
Slice Medium Outdoor LED Area Light Iyue‘
Q Have questions?(all us at (800)436-7800
PHOTOMETRICS (CONT.)
SLM-LED—3OL-SIL-RC-40-7OCRI
ISO Footcandle
PRODUCT DIMENSIONS Back to Quick Lmks
16"
(407mm)
415116"
(126mm)
28~11/16"(129mm)
w 111581 Mmmn Pnmnwll Xensm
Bunnm mew00.815
00.563
3.37.7.1.
<rE’1
LSI 1d sistve n c.».1 '
‘0E
luminaile Dala
[we Rt Dklrihutian
Damiminn 4000 KEMH,70 (R!
Dglivued lumen:31,090
Wam ZB
Emmy 150
HS Me N/A
BIJE Rating BEVUUVGS
lonal lumen Summary
lane lumen;%luminaire
low (040“)4964 16%
Hmium (30-60”)14118 44%
High (6030“)H710 37%
VEry High (NJ-W)1018 3%
Upligm (90-1311“)o 0%
Mal Flux 11800 100%
lumlnaire EPA than
Iilt Degree 0°15°30°45°
-I Slngle 0.5 1.2 2.1 2.6
n c mam 1.1 1.3 2.1 2.6
L m"0,9 1.8 2.5 3.1
J.190°1.2 2.3 2.9 3.6
J.IN120°1.3 3.0 4.4 5.4+090°1.2 2.3 2.9 3.6
‘(antral—°—1 l_‘_.
IopVIew
l mmade
0-3/8"(340mm)
Slice Medium Outdoor LED Area Light We
0 Have quastiuns?(an us a1 (800)436-7800
CONTROLS Back to Quick Links
lntegral Bluetooth‘"Motion and Photocell Sensor (IMSBTXL)
Slum low profile sensor provides multHevel control based on motion and/or daylight Sensor controls 0-10 VDC LED drivers and is IP66 rated for
cold and wet locations (-40°F to i67°F).Two unique PIR lenses are available and used based on fixture mounting height.Ail control parameters
are adjustable via an IOS or Android App capable of storing and transmitting sensor profilesl
Click here to learn more details about IMSBT
Lzvnou E5 'E E}'E
rt.Es.E .ql
LEVI10N Anp Apple Android
AirLink Blue (ALBMRXLR,ALBCSX)
Wireless Bluetooth Mesh Lighting Control System that incorporates Luminaire Levei Lighting Controis (LLLC)and highvend trim to provide
energy savings code compliance and enhanced safety/security for parking lots and parking garages.Three key components;Bluetooth wireless
radio/sensor controller.Time Keeper and an IOS App with technology partner Silvair.Capable of grouping multiple fixtures and sensors as well
as scheduling time-based events by zone,Radio/Sensor Controller is factory integrated into Area/Site,Wall Mounted,Parking Garage and
Canopy luminaires.
Click here to learn more details about AirLink Blue
AirLink Blue App Apple
Sensor Sequence of Operations
re ii/n r”C7'G'i 25
SPECiiio Bii22(ag L5i industries
f
inc.i“
Standard Pmgrammlng on Event Oil Event 0n light level Dim Light level Daylight Harvesting Delay lo Dll Sensitivity
OMSBlxl/IMSBlxl Motion No Motion 100%N/A 0n:Auto (alihration 20 minutes High
OMS Motion No Motion N/A N/A N/A 30 setonds Auto
Operation Description
0n Event inggEi that antivales lights to tum on;either automatit via motion detetled or manually attivaled via push of button.
Offlvent lrigger tnat artivates lights to turn oil:either automatit via no motion detetteo or manually attrvateo vra ouxh ol button.
0n llght level lhe light level that the lixturei will lurn on to when ON EVENI otturs‘
Dlm Uglit Level The light level that the fixtures will dim down to when no motion is detetteo,
Delay to Dlm The amount oi time alter whith no motion i3 detetted that the lixtures Will be triggered to dim down.ihis seouente is optional,and sensor tan be programmed to only trigger the
fixture to turn oil by entering 100%in this field.
Delay to 0h ihe amount ol time alter which no motion is detected that the lixtures Will be triggered to turn oil.ll delay to dim is part of the programmed funttionality.this is the amountol time
after whlth no motion is deletted after the fixture have already dimmed down.
Sensitivity lhe sensitiVity tan be set to high,medium.low,or auto where applitable.High wrll detert smaller.Simple motions.tow will only detect larger more tomplex motions.Auto temperature
talibration adjusts the PIR sensitiVitv as ambient temperature rises to intrease detettion pt heat movement through the field of View,
xazam r
a
Steel Poles
Square Straight
E®®
FEATURES &SPECIFICATIONS
Pole Shaft
~Straight poles are 4",S”.or 6"square.
Pole shaft is electro-welded ASTM-ASOO
Grade C steel tubing with a mmimum yield
strength of 50,000 psi.
On Tenon Mount steel poles,tenon is
2—3/8”OD.high-strength pipe.Tenon is
4-3/4”in length.
Hand-Hole
-standard hand-hole location is 12"above
pole base.
-Poles 22’and above have a 3x6 reinforced
hand hole.
Base
Pole base is ASTM-A36 hot-rolled steel
plate with a minimum yield strength of
36,000 psi.
Two-piece square base cover is optional.
Anchor Bolts
~Anchor bolts are not provided as standard
on pole orders.Anchor bolts must be
ordered as an accessory,anchor bolts
feature Zincplated double nuts and
washers.Galvanized anchor bolts are
optional.
Anchor Bolts conform to ASTM F 1554-07a
Grade 55 With a minimum yield strength of
55.000 PSI.
Ground Lug
-Ground lug is standard.
Pm‘j
QUICK LINKS
lmt
Dalt
Duplex Receptacle
-Weatherproof duplex receptacle is
optional.
Ground Fault Circuit lnterrupter
-Self-testing Ground fault circuit interrupter
is optional.
Finishes
r Every pole is provided with the DuraGrip
Protection System and a 5-year limited
warranty.NOTE:Warranty only applies to
the finish.
When the top-of-the line DuraGrip Plus
Protection System is selected.in addition
to the DuraGrip Protection System.a
non-porous.automotive-grade corrosion
coating is applied to the lower portion
of the pole interior sealing and further
protecting it from corrosion.This option
extends the limited warranty to 7 years.NOTE:Warranty only applies to the flnish.
Determining The Luminaire/Pole
Combination For Your Application:
-Select luminaire from luminaire ordering
information.
Select bracket configuration if required
Determine EPA value from luminaire/
bracket EPA chart
Select Pole Height
Select MPH to match wind speed in the
application area (See windspeed maps).
Confirm pole EPA equal to or exceeding
value of luminaire/bracket EPA
-Consult factory for special wind load
requirements and banner brackets.
Pole Vibration Damper
-A pole vibration damper is recommended
in open terrain areas of the country where
low steady state winds are common.
'Non-tapered poles and lightly loaded
poles are more susceptible to destructive
vibration if a damper is not installed.
Warranty
LSI poles come standard with a1 year
materials and workmanship warranty.
Refer to https'//www.|sicorp.com/
resources/terms—conditions-warranty/for
more information.
Listings
r UL Listed
-BAA/TAA Compliant
'BABAA Compliant ‘lf Specified
LSI Industries lnC.
Steel Poles Square Straight
0 Have questions?(an us at (800)436v7$00
ORDERING GUIDE Back to Qwck Lmks
Pole Selia
450 »4"x 4"Square Siraight Pole (New Euiid)
550 »5"x 5"Suuaie Sliaighl Poie (New Euiid)
6m -6“x 6"Square Straigm Pole (New Build)
SSIIU -5”x 5”Square Straight Poie (Relrofii)
GSOU -6"x 6"Square Strargm Poie (Retrofit)
Haunting Methad
Bait-0n Mounl‘-See poie seiemon guide ior
paiierns and irxlure malmes
35 -5"iradrtional Drrllrnq Paiterrr
B!-3"Redured Patiern
BZ -Z"Low Profile Driilrng Panern
BZR -Raised Z"iow Profiie Drilling Panerri (m4ONLY)
i-ienon Mount -See pole selemon gume iqr ienon and
iixiure/inatket maltries
Maml
SHE >11 Ga.Sleel
(4SD/4SQU arid
SSQ/SSOU 0rilVJ
S076 -07 6a.Sleel
Mwnting Configuratiun Pole Finish
$-Single/Parallel
01w -Double
D90 -Double
DN90 —Double
190 —iriuie
Iiilzi]—iripie
n90 »Quad
Dim -Quad
N»ienori Mount
(Standard ienon
Sile is 2-3/8"
0D)”
(Elanir)-Use with I tor
Mounting Method
Options
GA —Galvanized Author Bolts
Sf -Single iloodl
DF -Double iloodl
DGP —DuraGrip'Plus
W -Less Antnor Bolts
(m -(ondun Ratewav‘
llSA -BABAA (ompllant‘)
i-No Mounling Holex‘
HeiqhP
a,
ll!’
Bi
14’
15’
16’
17’
His”
20’
ZZ’
zzisu
1"
25‘
16‘
17’
18’
30’
32’
35’
39’
Bill —Bronze
3l.it »Biatk
PIP -Platinum Pius
Win —White
SVG -Satin Verde Green
6P1 -Graphite
MSV -Metaliit Silver
Bu —Altemate Bronze
GMG -Gun Metal Grav
ACCESSORY ORDERING INFORMATION
l-XE?Area light Eiatkels -3"Reduted Drlll Pattern and Area light Bratkels -5"lradillurial Drill Pattern Snet Sheets,
Z-Poleherghtswrllhave-l-ilZ‘tolerante
3r See Flood Lighting Biatkets settiori lor thoite oi {BO hrarkets
LSI Industries Inc.
i
47 (i?selettiori must inditate required height and side or pole mounting lptation Mounting template required at tirne or order
SA USA nnlv applies tn 4S0 poles up to 26‘and SSit/Sstlu poles up to 3D‘,
ANCHOR BOLT KIT ORDERING INFORMATION
TYPKALORDEREXAHPLE:450 33 $11G 24 S PIP DGP
Egg Need more information?Have additional questions?
%Click here for our lossar Call us at (800)1136-7800
Part Number Destriotion
122559Eut ABG —4"Square Base {over
1225mm 5Bt -S"Square Base (over
1225mm 68E -6"Square Base (over
BZABBHR SBI -5’Square Universal Base (over
111252tlll 63C -5’Square Universal Base [over
1225mm ERZ —Weatherproof Duolex Rereptade
1225mm GH »Ground Fault (irrurt interrupter
132336 MHS -mounting Hole Plugs for use With 5"traditional drill pattern (3 set oi 3 plugs)
681126 MH3 «mounting Hole Plugs tor use with 3”reduted drill pattern (3 set oi}plugs)
725341 MHZ -Mounting Hole Plugs for use with 2"reduced drill pattern (1 sets ol 3 plugs)
172539 Vibration Damper -4"Square Pole (oolt~on mountonly)
172538 Vibration Damper -5"Square Pole (bolt-on mount onlv)
178361 Vrbratlon Damper -6"Square Pole (bolteon mount onlv)
Part Number Description
An KIT 121584 480 SllG/SOIG Anchor Bolts (Steel Plated)
AB KIT 122609 480 SllG/SDIG Anchor Bolts (Galvanized)
AB Kit 1.215850 550 SllG Anthor Bolts (Steel Plated)
AB itii 111610 ESQ SllG Author Bolts (Galvanized)
AB Kll 111586 ESQ $07G Anthor Bolts (Steel Plated)
AB illi 122611 530 507G Anthor Bolts (Galvanized)
AB tilt 122612 GSO 507G Anthor Bolts (Galvanized)
Steel Poles Square Straight
0 Have queslions?(aH us a1 (E00)$64800
DRILLING LOCATIONS
W E»?
Back IO GU‘Ck Links
FIXTURE CONFIGURATIONS
Side“(”lv lwulnrallnnsmllhelimmalehamngmalSinEAv
Z~0mm lwa Iatalinns will helm”In the lell arm n'ghl al Side A
3-lwn Iazallons will he AS'm m9 Ien and vlghl ol Xlde A and (wu loralmnx will hE 135°
In the lEll and nqnl alxme A
(unsult lanorv luv :uxlum vanalmnsv Slandavd El and DF val?umpamnunsave lataIEd 3/4
l DI Ill?helglll ul lhE vale llom lllE DaSE.meal all ZO'nulPS.Maxlmum llelglll lul Kl and DF
;i s'de “B”puleumualaliunsunzu‘nulls lsu‘nuntngnasa.Side “D”
Side “A”(Hand-hole Side)
i'ii»
Singie DN90 D1 80 Parallel TN120 ONQO
LSI Industries lnc.
Sides A B t D
Hand-hole X
Slngle X
D180 X X
D90 X X
DN90‘
190 X X X
THIN
090 X X X X
QNW
Single lEn x
Double FEIJ X X
Steel Poles Square Straight
0 Have questions?(aH us a1 (800)4E6-780D
BOLT CIRCLE
STANDARD BASEPLATE
4"(1BZrnm)square10-1/3"(257mm)sq.5"(lllmm)maleIO-l/"(257mm)sq.
//\
\
5"(121mm)squave10-1/8“(257mm)sn.\/
Tvne
Back to Quick Lmks
6"(151mm)sauale11"(305mm)sn.
UNIVERSAL BASEPLATE
l-tutl Galvanized ovttun to l"x m"sttatottt headed atttttut halt.(atttatt latiotv lot unasttotts
LSt tndusmes tnc.’‘tn ,3 m4
\\/\\/\/
I1"(27!mm)Dia.Bo|mme 1l"(Mum)Dia.Boli tilde ll"(119mm)Dia.Boll (irtle l2"(305mm)Dia.Bolt tilde
Bnll tilde Designalov B (D J
Kolltilde Slottedl"-ll"(103mm-l79mrn)Slotted9”-ll”(ZZ9mm-279mm)Siotted9"-ll"(229mm-279mm)Slottedl2”(305mm)
AmhorBollSize 3/""
(l9mmx609mm)3/”"
(19mm x 609mm)(ZSmmx 762mm)(25mm x762mm)
AmhomollPvojedion 3-1/4”(33mm)3-1/4“(83mm)4h001mm)(102mm)
Base Plate OpeningtorllmmayEnltv 5-5/8”(92mm)HM”(lZlmm)4-5/8"(lllmm)5-5/8"(143mm)
Base Plate Dimemiom 104/8"su.x 3/4“thk.(157mm x 19mm)10-1/8”m.x3/4"tnk.(157mm x l9mm)lO-l/8"sqtxl”tnk.(257mm x 25mm)lZ'Sqlxl-l/B'Whk,(305mm x 29mm)
Poleaause ll lt 7 7
Note.Bate plate tllustlattuns may mange wrlhaut nultte.Do not use tot Settlng anthal halts.(onsult lattctv lm the annmmlate antnm lmlt temnlate.
Kolt mde Dzsignatol
5"(117mm)Squaw11.125"(133mm)sq.
F
5”(lllmm)mum 5”(l51mmMUau11.75"a9lmm)m 11-1/1"(318mm)
l4"(356mm)Dia.
E ll
mt
Bull (lulu
Bull tilde Slullad1075‘‘SlottedlU-B"ll “44"(Zslgyr‘ttgtdVKSmm)
Anthnv Boll Sim 334x Z4‘(lgmm x 609 mm)VXEU"(25mm x 751mm)l"x30"(25mm x 752mm)
Amhw Enll Ptolettion H ’4‘
(E3 m‘m‘(102 mm)(t02mm)
Kan Ptale Openinglo!Wilewav Entvv (lZltnml4-3 4 5-l/8”(tit)mm)5-5/8”(t43mm)
Ease Plate Dimensinns ltrls‘E :q x 3/4”tltl(28$mm)lQ mm)tt-K/"5n.x l"thk.(298 mm x ZS mm)IZ l/Z"Sq.x l l/ll"thk.(Ellmm x 29mm)
Poll Gauge ll 7 7
Note:Ease plate tllutlrattont may (nange without noltte.Do not use tot setlmg anthov bolts.(ongult ladow lot the aupronrtale anthor bolt temolatE.
Steel Poles Square Straight
0 Have uuexlions?(an us at (800)436-7800
PRODUCT DIMENSIONS
Sm -
H=1-3/3"(60mm)0.0.)(44/4"(111mm)TEnon
UntinnalEase(um
E'—§9'
(Um -11.9m)
IZ"
(305mm)‘
Standam
Pmieztion
mw \
OM \L00
.lno
(4)Anthol
Balk
Foundation
3v Omen
ONLY FDR USE WIIH [All PRBDUH
BZN-Raw Z"Iow nloiile dn1ling pattern
SH)!VIEW
:—
SF -
Sinnlt Hand
Pale Preyanlinn
wg
Me-
kt ik Ink
0.561
0.750
0.563 \
AwLSIIndustriesInc.IL n;5/8 Pr owns/25
5FEC.1070.B.0622
Hand-hm
x
EolHJn Haunt l-Bolt Vanem
In
my m Pou‘;‘‘1
SHIPPING WEIGHIS
4"(102mm)sq‘11 Ga.\s appronmatelv 7.50 lbs/IL
4"(102mm)su‘07 Ga‘is aunroximatew 10.00 lbs,/ft.
5"(127mm)sq.11 Ga.Is approximatelv 9.00 |bS./fl.
5"(127mm)sq.07 Ga.is approximatew 12.50 Inn/ft,
6"(152mm)sq.07 Ga,is approximatelv 15.40 lbs/ft.
Anthm Bans (3/4"x 24")(19mm x 609mm,,,,,Tiswg .s_.15 lbs.(7kg)/set
Anthm Eolts (1"x 30")(25mm x 762mm)30 lbs.(14kg)/Set
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4"x 11-ga x 12’12 11 B 8”-11"0.75 13.9 12.5 113 9.2 7.6 63 5.2 4.3 3.6
4"x u-ga x 14’14 11 B 8"»11”0.75 10.7 9.5 8.5 6.8 5.4 4.4 3.5 2.7 2.1
4"x 11-ga x 16’16 11 B B”-11”0,75 8.2 7.2 6.4 4.9 3.8 2.9 2.1 1.5 10
4"x 11-ga x 18’18 11 8 8”-11”0.75 6.3 5.4 4.7 3.4 2.4 1.6 1.0 0.4 n/a
4"x11-gax20'20 11 B 8”»11"0.75 4.6 3.9 32 2.1 1.2 0.6 n/a n/a n/a
4”x11-gax22‘22 11 B 8”'11”0.75 7.6 6.6 5.7 4.2 3.0 2.0 1.2 0.5 n/a
4"x n—ga x 24’Z4 11 B 8”-11"0.75 6.0 5.1 43 2.9 1.6 0.9 n/a n/a n/a
4"x ll-ga x 26’26 11 B 8”-11"0.75 4.6 3.7 3.0 1,7 0.7 n/a n/a n/a n/a
4"x 7-ga x 14’14 7 B 8'50“0.75 183 16.4 14.9 122 102 8.5 7.1 5,9 5,0
4"x 7-ga x 16’16 7 B 8"-11"0.75 14.7 13.2 11.8 9.6 78 63 52 4.2 3.4
4"x 7-9a x 18’18 7 B 8"-11"0.75 11.9 10,5 9.3 74 5.9 4.6 3.6 2.8 2.1
4"x 7-ga x 211’20 7 B 8">11”0.75 9.6 8.4 7.4 5.7 4.3 3.2 2.3 1.6 0.9
4"x 7-ga x 22’22 7 B 8”’11"0.75 7.7 6.6 5.7 4.2 3.0 2.0 1.2 0.5 n/a
4"x 71a x 24’24 7 B 8”-11"0.75 6.0 5,1 4.3 2.9 1.8 0.9 n/a n/a n/a
4"x 7—ga x 26'Z6 7 B 8"-11"0.75 4.6 3.7 3.0 1.7 0.7 n/a n/a n/a n/a
4"x7-gax28"28 7 B 8”-11”0.75 33 2.5 1.8 0.7 n/a n/a n/a n/a n/a
4"x7—gax30"30 7 B 8“-11”0.75 2.2 14 0.8 n/a n/a n/a n/a n/a n/a
5"x 11-ga x 14‘14 11 t 9"-11"0.75 17.4 15.7 14.1 11.5 9.3 7.7 6.3 5.2 4.2
5"x 11-ga x 16’16 11 (9”-11"0.75 13.8 123 10.9 8.7 6.9 5.5 4.3 33 2.5
5"x Il-ga x 18’18 11 t 9"-11"0.75 10.8 9.6 8.4 6,5 4,9 3.7 2.6 1.8 1.1
5"x 11—9a x 20’20 11 E 9"-11"0.75 8.5 7.3 6.3 4.6 3.2 2.1 12 0.5 n/a
5"x 11-ga x 22’22 11 C 9"-11"0.75 10.9 9.5 8.3 6.2 4.5 3.2 2.1 1.2 0.5
5"x 11-ga x 24’24 11 C 9"»11"0.75 8.8 7.5 6.4 4,5 3.0 1.8 0.8 n/a n/a
5"x 111a x 26’26 11 C 9”-11”0.75 6.8 5.7 4.6 3.0 1.6 0.6 n/a n/a n/a
5"x 11-ga x 28’28 11 C 9"-11"0.75 5.2 4.1 3.2 1.6 0.4 n/a n/a n/a n/a
5"x 11-ga x 30’30 11 6 9"»11"0.75 3.6 2.7 1.8 0.4 n/a n/a n/a n/a n/a
5”x 7-9 x 28’20 7 D 9"-11"1.00 21.6 19.3 173 14.0 11.3 9.2 7.4 6.0 4.8
S"x 7-ga x 22’22 7 D 9”—11"1.00 20.7 18.6 16.6 13.3 10.7 8.5 6.8 5.4 4.2
5"x 7-ga x 24’24 7 D 9"-11"1.00 17.7 15.6 13.8 10.8 8,5 6.6 5.0 3.7 2.6
5"x 7-ga x 26’26 7 D 9"-11”1.00 14.9 13.1 11.4 8.8 6.6 4.9 3.5 2.3 13
5"x 7-ga x 28’28 7 D 9“-11”1.00 12.5 10.9 9.4 6.9 4.9 3,4 21 1.0 n/a
5"x 7-ga x 30’30 7 D 9"-11"1.00 103 8.9 7.5 5.2 3.4 2.0 0.8 n/a n/a
5"x 7w x 35’35 7 D 9”-11”1.00 6.0 4.8 3.6 1.8 n/a n/a n/a n/a n/a
6"x 7—ga x 24’24 7 1 12"1.00 18.6 16.4 14.3 11.2 8.6 6.5 4.8 3.4 22
6"x 7-ga x 26‘26 7 1 12”1.00 15.6 13.4 11.7 8.8 6.5 4.6 3.0 1.8 0.7
6"x 7—ga x 28’28 7 J 12"1.00 12.9 10.9 9.3 6.7 4.6 2.8 1.5 n/a n/a
6"x 7-ga x 30’30 7 J 12"1.00 10.4 8.8 73 4.8 2.9 13 n/a n/a n/a
6"x 71a x 32’32 7 J 12"1.00 83 6.8 5.5 3.1 13 n/a n/a n/a n/a
6"x 7-ga x 34’34 7 J 12"1.00 6.5 5.0 3.7 1.6 n/a n/a n/a n/a n/a
6"x 7-ga x 35’35 7 J 12"1.00 5.5 42 2.9 0.9 n/a n/a n/a n/a n/a
6"x 7-ga x 39’39 7 J 12"1.00 2.3 1.0 n/a n/a n/a n/a n/a n/a n/a
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5”x u-ga x 14'14 11 F 13"0.75 17.6 15.8 14.2 11.5 9.4 7.7 63 5.1 4}
5"x u-ga x 16'16 11 F 11“0.75 1149 112 11.0 0.1 7.0 5.5 4.1 3.4 1.5
5"x ll—va x 16'16 11 F 13"0.75 13.9 12.2 11.0 1.1 7.0 5.5 4.3 5.4 ZS
5"x u-ya x 18'10 11 F 11"0.75 110 9.6 0.4 0.5 5.0 1.7 2.7 1.0 1.1
5"x ll-ga x 10'10 11 F B”0.75 110 9.6 0.4 6.5 5.0 3.7 1.7 1.0 1.1
5"x u-ga x 20'20 11 F 11"0.75 0.6 7.4 6.4 4.6 33 2.1 1.1 0.5
5"x u-ga x 20'20 11 F 13"0.75 0.0 7.4 6‘4 4.6 3.5 22 1.3 0.5
5"x u—ga x 12'22 H F 0"0.75 127 0.1 0.6 7.4 5.6 A1 3.0 10 Ll
5"x 11-ga x 12'22 0 F IZ"075 103 05 7.7 5.7 4.1 20 10 0.9
5"x ll-ga x ZZ'21 11 F 13"0,15 8,6 7,4 6,4 4.6 3,1 10 L1 -
5"x 11-ga x 20'24 11 F 11”0.75 10.1 8.9 7.6 5.6 4.0 1.6 1.6 0.7
5"x ll-ga x 24'24 11 F 11”0.75 0.0 6.9 5.0 4.0 1.6 1.5 0.5 -
5"x ll-ga x 24'24 11 F 13"0475 6.7 5,5 4.6 5.0 1.7 0.7 r v
5"x 1.1-ya x 16'26 11 F 11"0.75 0.1 6.9 5.0 4.0 1.5 11 r r
5"x 11-ga x 16'16 11 F 11"0.75 6.1 5.1 4.1 1.6 1.5 -V -
5"x ll-na x 26'16 1]F 13"0.75 5.0 4.0 3.1 1.6 0.5 --
5"x ll-ga x 20'10 11 F 11"0.75 63 51 43 15 1.1 ---
5"x ll-na x 20'10 11 F 11"0.75 4.6 3.6 1.1 11 ---
5"x ll-ga x 20'10 11 F 13"0.75 5.4 15 1.7
5"x ll-ga x 30'30 11 F 1.1"0.75 0,7 1.7 20 12
S"x 11-ga x 30’30 11 F 11"0.75 3,1 12 1,4
5"x 111a x 30'30 11 F 13"0.75 1.0 11 0.5 -A
5"x 7-ga x 20'10 7 6 11"1 11.7 10.1 17,4 14.0 11.4 93 7,5 6,0 4.0
5"x 7~ga x 20'10 7 6 l3"1 21.7 10.4 17.4 14.0 11 4 9.1 7.5 6.0 4.0
5"x 7-ga x 21'11 7 6 11"1 11.0 10.7 16.7 13.0 10.6 05 6.0 5.4 41
5"x 7-ya x 22'21 7 6 11"1 13.4 10.6 104 15.0 111 0.0 00 6.4 5.1
5"x 7-ga x ZZ'21 7 6 11"1 11.1 10.0 17.0 13.7 11.0 0.0 7.0 5.6 4.1
5"x 7-ga x 24'14 7 6 11”1 11.5 15.7 13.9 109 06 6,7 5.0 3.1 17
5"x 7-ga x 24'Z4 7 6 11"1 10.0 17.4 150 1B 9.9 7.0 6.0 4.7 3,5
5"x 7-ga x 24'14 7 6 13”I 10.1 16,0 141 11.0 0.7 6.7 53 3.9 1,0
5"x 7-ga x 26'16 7 6 11 1 15 0 111 11 5 0 0 6 7 4 9 3 5 13 13
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5"x 7-ga x 26'26 7 G 13"1 15.3 11.5 11.8 9.0 6.8 5.0 3.6 2.5 1.4
5"x 7-uax 28'28 7 G 11"1 12,5 10.9 9.5 7.0 5.0 3.3 2.1 1.0
5"x 7-gax 23’ZE 7 6 12"1 14.2 12.4 11.0 8.2 6.0 4.3 1.0 1.7 0.8
S"x 7-aax ZB'28 7 G 13"1 12.9 11.0 9.7 7.2 5.2 3.6 2.2 1.1
5"x 7-ga x30 30 7 6 11"1 10.4 8.8 7.6 5.3 3.4 2.0 0.8
5”x7-ga x30’30 7 G 12"1 12.0 10.3 9.0 6.4 4.4 2.9 1.6 0.5
5"x 1-ga x 30'30 7 G 13"1 10.6 9.1 7.7 5.5 3.6 2.1 1.0
5"x7-ga x35'35 7 G 11"l 6.0 4.8 3.6 1.8
5"x 7-ga x 35'35 7 G 12”l 7.3 6.0 4.8 2.7 1.1
5"x 7-ga x 35'35 7 G 13”1 6.3 5.0 3.3 1.9
6"x7-gaxl4'24 7 H 11"1 16.5 14.4 12.6 9,6 7.2 5.3 3.8 2.5 1.4
6"x 7-ga x 24’24 7 H 12-1/2”1 19.8 17.5 15.4 12.0 9.2 7.0 5.3 3.8 2.7
6"x Ha x 24'24 7 H 14"1 23.0 20.5 18.0 14.3 11.2 8.9 6.9 5.3 3.3
6”x 7-gax 26'Z6 7 H 11"1 13.7 11.8 10.2 7.5 5.3 3.6 2.1 1.0
6"x 7-ga x 26'26 7 H 12-1/2"1 16.5 14.6 12.6 9.6 7.0 5.2 3.6 2.2 1.1
6"x 7-ga x 26'26 7 H 14"1 19.6 17.3 15.2 11.7 8.9 6.7 5.0 3.5 2.2
6"x 7-ga x 28'28 7 H 11"1 11.0 9.3 7.8 5.5 3.5 1.9 0.6
6"x 7-ua x28'28 7 H 12»1/2"1 13.8 12.0 10.2 7.5 5.2 3.4 1.9 0.7
6"x 7-ya x28'28 7 H 14"1 16.4 14.5 12.5 9.4 6.9 4.7 3.2 1.8 0.7
6"x 7-ga x 30'30 7 H 11"l 9.0 7.3 6.0 3.6 1.9 0.5
6"x 7-ga x 30'30 7 H 12—1/2"1 11.4 9.6 8.0 5.5 3.4 1.7
6"x7-9ax30'30 7 H 14"1 14.0 12,0 10.0 7.2 5.0 3.2 1.6
6"x7-gax32'32 7 H 11"1 7.0 5.5 4.2 2.0
6"x 7-gax32'32 7 H 12-1/2”1 9.2 7.6 6.0 3.8 1.8
6"x 7-gax32'32 7 H 14"1 11.4 9.7 8.0 5.4 3.2 1.6 -
6"x 7-ga x 34'34 7 H 11"l 5.1 3.7 2.5 0.6
6"x 7-ga x 34'34 7 H 12-1/2”1 7.2 5.6 4.4 2.2
6"x7-ga x34’34 7 H 14"1 9.3 7.6 6.2 3.6 1.7
6"x 7-ga x 35’35 7 H 11"1 4.2 3.0 1.8 »»»---
6"x7-ga x35'35 7 H 12-1/2"1 6.2 4.8 3.6 1.4
6"x I-ga x35'35 7 H 14"1 8.2 6.6 5.2 2.9 1.0 ----
6"x 7-ga x 39'39 7 H 11"1 1.0
6"x 7-ga x39'39 7 H 12-1/2”1 3.0 1.6 0.5
6"x 7-ga x 39'39 7 H 14"1 4.6 3.3 2.0
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5/28/2025
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8/6/2025 _PROJECT
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Appl #25-31P, CNG Fueling Station Site Plan
Planning Department Report
8-19-26
1. Request for a site plan approval to construct a natural gas fueling station and other
associated site improvements on properties located at 570, 600, and 602 Nutmeg Road (13
acres in total), I zone.
2. The existing recycling facility was originally approved in the late 1980’s, later expanded the
operations adding a building to the east of the existing detention area in the mid 1990’s.
They are now requesting to add a natural gas fueling facility to serve the current fleet of
vehicles. Other site improvements proposed including adding an exit only drive to the north
of the existing site entrance and converting the existing detention basin into an underground
detention storage area.
3. Because of the previous development pattern and existing property lines, there are several
cross travel, drainage and conservation easements on the properties that affect the operations
of the lots. (For example, you may notice parking areas that cross over property lines.)
4. The improvements to be added to accommodate the fueling equipment include concrete pads
with bollards and fencing acting as barriers around the units themselves. The plan calls out a
parking area, including wheel stops, for these trucks to be fueled. There are existing
dumpsters stored onsite to the easterly part of the site that will remain.
5. There is new lighting proposed to replace existing pole lighting on site in this area. We have
asked for some further details related to the height of the poles and intensity of the lighting
to verify compliance with zoning. All other security and site lighting will remain
unchanged.
6. In the area of the existing detention basin that will be filled, the applicant has they intend to
use this land for maneuvering as well as storage of products. What types of products would
be stored?
7. The existing site plans had met the required parking at the time of approval. Currently 60
spaces are required based onuses on the site; 107 spaces are provided amongst the three
properties. With the changes proposed and the addition of an “Exit Only” drive, the parking
is shifting from 570 Nutmeg to 600 Nutmeg Road, but easements in place address this.
8. Due to changes, and to be complying with zoning coverage ratios, the applicant is combining
the properties at 600 and 602 Nutmeg into one lot. The new impervious coverage proposed
is: 57.4%; 65% allowed.
9. There are regulated wetlands on the site. the IWA/CC approved the application on July16
with the following conditions: Bonds shall be collected: $5,000 for installation and
maintenance of erosion and sediment controls, and $10,000 for the installation of stormwater
structures
10. Fire Marshal and building official have reviewed the site plan and do not have any
comments on the site layout. They will review detail building plans at the time of the
building permit.
If this application is approved, the Planning Department request the following modifications:
-a new deed be filed combining the properties at 600 and 602 Nutmeg Road and the site plan
and zoning table modified to reflect one lot (correct setbacks, parking table, etc.)
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PLANNING DEPARTMENT
CERTIFIED MAIL #7022 2410 0000 6508 7242
August 22,2025
Kevin Grindle,ASLA.PLA
Banon &Loguidice
855 Winding Brook Drive
Glastonbury,CT 06033
Dear Mr.Grindle:
Re:Appl.25—31P,USA Hauling &Recycling CNG Fueling Station
We are pleased to advise you that the Planning &Zoning Commission voted on August 19,2025
to approve with modifications the above referenced application for a Site Plan of Development.
This approval is for construction of a natural gas fueling station and associated site
improvements on properties located at 570,600,and 602 Nutmeg Road.I zone,as shown on
plans prepared by Barton &Loguidice,project #448-159.dated July 8,2025 and as revised
August 12,2025.This approval is subject to the following modifications:
1.Prior to commencement of any site work,a meeting must be held with Town Staff.
2.NO building permit will be issued until the final mylars have been filed in the Town Clerk‘s
office.
3.This application is subject to the conditions of approval ofthe Inland Wetlands
Agency/Conservation Commission.including bonds in the amount of$5.000 to ensure
compliance with the erosion and sediment control measures and $10,000 to ensure
establishment of storm water system.
4.All bonds must be in one ofthe forms described in the enclosed Bond Policv.
UI An as-built plan is required prior to issuance ofa Certificate of Occupancy per Section 9.l .3
ofthe Zoning Regulations.
6.All plans used in the field by the developer must bear the stamp and authorized signature of
the Town of South Windsor.
7.This approval does not constitute approval ofthe sanitary sewer.which can only be grantedbytheWaterPollutionControlAuthoritv.
8.No building permits will be issued until the Office of State Traffic Administration certificate
has been issued (per CGS §14—3 1 1).
.The building street number must be included on the final plan.10.Pavement markings must be maintained in good condition throughout the site drives and
parking areas.
1 1.All free-standing signs and/or building signs require the issuance ofa sign permit before they
are erected.
12.A new deed combining the properties of 600 and 602 Nutmeg Road must be tiled in the
office ofthe town clerk.
13.Zoning data table and site plan setbacks should retiect 600 and 602 Nutmeg Road as a
combined property.14.An exterior lighting plan.including photometrics.is required and shall conform to Sections
6.3.2 and 6.3.3.
1540 Sullivan Avenue,Suuth Windsnr,ET HEDM i Tel (8511)544-2511 Ext 2329 l Planning@SuuthWindsar-ET.gnv
Black and white transparent mylars of Sheet #2 with the above modifications.together with three
print copies and one electronic copy of the entire set of plans with live signatures and raised seals
must be submitted to this Commission to be stamped and signed.The letters of approval of this
Commission as well as the Inland Wetlands Agency/Conservation Commission must be
reproduced on the mylars.
After the mylars have been signed by the Commission,they will be returned to you for filing in
the Office of‘the Town Clerk.After filing these plans,a copy ofthe receipt must be submitted to
the Planning Department.
Sincerelyt
,Xr‘v’W—r/‘F‘
Stephen Wagner,Chairman
Planning and Zoning Commission
SW/js
Enclosure:Bonding Policy
cc:Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
:
TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE
FOR SITE &SUBDIVISION
GENERAL:Kevin Grindle
CHANGE ORDER CONTACT pERsow Barton and Loguidice,LLC phone No,860 633—8770
Address 600 Nutmeg Road North
Site Name U.S.A.Hauling &Recycling P&Z No.25-31P
Owner MR South Windsor Properties,LLC‘Phone No.860—746-3218
Contractor To be determined
Signature of Owne i Date:12/4/2025
«‘I Date:12/4/2025SignatureofDesignEngr.
CHANGE:(Describe location and nature of change.Include
Four (4)copies of plan/profile of Change .)Owner is requesting to break the project approved on August 19,2025 by the Planning and Zoning
Commission into two(2)separate phases.Phase 1 would include the construction of the Natural Gas
Fueling Station (including gas and electrical connections)and Phase 2 would include the basin
conversion and entrance improvements.
Reason for Change:(Why is change required)
Delays in product avaiiability for pond conversion and weather related shut-downs related to
parking lot improvements and paving are anticipated to delay the Phase 2 work and the
owner/applicant wants the Phase 1 CNG facility on-line and operational prior to starting work on
Phase z.
APPROVALS:(As Required/v)
,v/lv
7 "Dir.Of Planning Date:b/L)/‘70'
Town Engineer ’Date:Z Z
Dir.of Publ'c Works Date:
other:a ‘W Date:mtg/8f
STAFF COMMENTS :
White —Town Engineer Yellow -Applicant
Pink —Director of Planning Goldenrod —Engineering Department