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Home My WebLink AboutApp 17-08P G & R Valley Inc TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION APPLICATION FORM Application Number: RECEIVEU Official Receipt Date: 17 Munis Application#: go 176n z2. MAR 13 2017 SOUTH WINDSOR PLANNING DEPT. APPLICANT: G & R Valley Inc. p PROJECT NAME: G & R Valley Inc. COMPLETE LOCATION OF PROPERTY: 350 Chapel Road,South Windsor CT OWNER OF RECORD ON LAND RECORDS: Timothy E. Rodrigue, Trustee OWNER ADDRESS: 350 Chapel Road, South Windsor CT, 06074 GIS PIN # 18000350 ZONE I NAME, ADDRESS, TELEPHONE 8s EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: James Bernardino, PE Design Professionals, Inc. 21 Jeffrey Drive South Windsor CT 06074 860-291-8755 jbernardino@dpinc.co Estimated presentation time: 15 min. THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision ❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required) ® Site Plan of Development ❑ New ® Modification Building(s) Sq Ft 2,500+/- ❑ General Plan of Development ❑ Dept of Motor Vehicle License- State Hearing per Section 14-55 for ❑ Earth Filling(Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision -Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit (Public Hearing and Certificate of Mailing Required) for ❑ Temporary and Conditional Permit Renewal (Certificate of Mailing Required) for ❑ Detached In Law Apartment or❑Accessory Apartment (Public Hearing and Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required) for ❑ Other(explain in detail) *An Application Pending Sign is required to be posted on the property for all applications ten(10) days prior to being heard by the Commission. j Signatu.e f Ap icant igna e f Property t/ P.O.BOX 1 167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 "wainPHONE: 860.291.8755 FAX:860.291.875 7 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, * Rhode Island • LETTER OF TRANSMITTAL To: Ms. Michele Lipe Date: 3/13/2017 DPI Project No. 3549 Town of South Windsor Re: G&R Valley Inc. 350 Chapel Road PZC Application Site Plan Modification WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ • COPIES DATE NO. DESCRIPTION 1 03/13/17 PZC Application 2 03/13/17 Storm Drainage Statement 3 03/13/17 Full Size Plan Sets 10 03/13/17 11x17 site plan sets 1 03/13/17 Cover Letter /+ e • CMEC. is R9' 1 'A 0 � C� These are transmitted as checked below: ® For Approval ❑ No exceptions taken ❑ Resubmit copies for approval • ❑ For your use ❑ Make corrections ❑ Submit copies for distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints ® For review and comment ❑ Forbids due ❑ Prints returned after loan to us REMARKS: • R C IVE® : MAR 1. 3 2017 : SOUTH WINDSOR PLANNING DEPT, SIGNED: CC: : Daniel H. Jameson, E.I.T. P.O. BOX 1 167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 FAX: 860.291.8757 www.designprofessionalsinc.com CIVIL A TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS 6erwng Connecticut, Massachusetts, *Rhode Island • Site Plan Modification Application Drainage Narrative Statement G&R Valley Inc. 350 Chapel Road : South Windsor, Connecticut DPI Proj.No. 3549 March 13,2017 Introduction G&R Valley Inc. is proposing the construction of a new 2500 SF accessory warehouse building and associated parking lot modifications,utility connections, and landscaping at its existing facility located at 350 Chapel Road. See included site plan for detailed information on the proposed : modifications. Drainage Analysis The proposed site plan modification will reduce the impervious coverage of the site from 84.3%to 84.0%. As a result of proposed impervious reduction, the total peak generated on the site will be reduced. • A connection to an existing catchbasin in Chapel Road is proposed for the sole purpose of conveying runoff from the proposed roof. We believe that the proposed connection will have negligible impacts to the downstream pipe segments, as the proposed area is very small (0.06 Acres). Additional flow to the CB from the roof for a 10-yr storm(i=4.7 in/hr)using the rational method [Q=CiA] was calculated to be 0.24 CFS, which we believe is a negligible impact to the existing drain system. • Should you require any additional information ve-any questions feel to contact either of or us. Sincerely, \, James-A. Bernardino, P.E. Daniel H. Jameso , I.T. Director of Engineering Project Engineer Design Professionals, Inc. Design Professionals, Inc. • G:\jobs\3549\Docs\Applications\P&Z\3549-Drainage Statement.docx P.O. BOX 1 167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 FAX: 860.291.8757 www.designprofessionalsinc.com CIVIL A TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, B Rhode Island • March 13, 2017 • Re: Site Plan Application G&R Valley Inc. 350 Chapel Road In accordance with the Rules and Regulations of the Planning and Zoning Commission, you are hereby notified that an application for a site plan modification has been filed on the property abutting yours at 350 Chapel Road and is subject to a meeting by the Planning and Zoning Commission. The application and plans are on file with the South Windsor Planning Department. • All members of the public are invited to the meeting to ask questions and/or give comments. You may also submit written comments regarding the application prior to the meeting if you so desire. For further information regarding the specific date this application will be heard, please contact the Planning Department at 644-2511 ext. 329. Sincerely, Peter R. DeMallie, President Design Professionals, Inc. • G:\jobs\3549\Docs\Applications\P&Z\3549-PZCAbutter letter 2017-02-03.docx TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT G & R Valley Inc. PROJECT NAME G & R Valley Inc. 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. x 1. On each sheet for plans or maps, title block with the following information: x a. Name, address and telephone of applicant. x b. Name, address and telephone number of Land Surveyor or Professional Engineer. x c. Name of Development. x d. Date when drawings were made. x 2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or 200 feet. This map will show the overall design of the Development and surrounding property within 500 feet. x a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. x b. Outline of buildings. _x c. Layout of streets. x d. Surrounding property boundaries-within 500 feet. x e. Names of abutting property owners. N/A f. Proposed open spaces and recreation areas. x g. Driveway cuts on abutting properties and any properties across from proposed site. x h. Distance to and name of nearest intersection street. x 3. Architectural Elevations: See attached checklist for Architecture and Design Review. i 1 x 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 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: x a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. x b. Proposed streets and street lines with center line station, curve data, and parking spaces. x c. Building lines in accordance with zoning regulations. x d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). x e. Easements, noting grantors, grantees, and purpose must be shown in table format, e.g. below Grantor Grantee Type of Date Filed Vol/Pg Easement x f. Names of abutting property owners. x 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. N/A h. All open space or other common or public land uses shall be indicated. x i. A-2 certification; P.E./L.S. Seal. x 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: x a. All existing and proposed buildings. x b. Curb Lines and pavement width, sidewalks. x c. Existing and proposed sanitary sewers. x d. Existing and proposed water and-all existing utilities. 2 x e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. x 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. x g . Regulated wetlands and 100-year floodplain or note that none are present. x 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. N/A i. Connections of all springs into proposed storm drainage system as needed. N/A j. Location and indications of existing brook channels, and 100-year flood limits. x k. A-2 &T-2 Certification; P.E & L.S. Seals. x 6. Landscaping plan x 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. x 8. Traffic Report x 9. Site Lighting Plan x 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: N/A a. Layout of streets in sections coordinated by stations with the profile. x 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. x c. Sight line at driveway&street intersections. 3 N/A d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. N/A 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. N/A f. Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. x 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. N/A 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. N/A 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. N/A 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. James Bernardino P.E. 3/13/2017 PLAN PREPARER (P.E./L.S.) DATE February 2002; Rev. 4-04 4 INC .R VALLEY ap I w SITE PLAN MODIFICATION ��w 350 CHAPEL ROAD -- SOUTH WENDOOR � CT lT YYIZ59${ZONING DATA BLOCK MAP 22, LOTS R7 ZOM.NDusmw ro j3� jg gla J PL-ot �� EXISTNC PROPOSED ALLOWED 8 8 ji 30.000 SF min. 77.920 SF(1.789 ecrea) 77.920 SF(1.789 ge 100 H.min. 200 H. 200 ft. 22-4h 150 H.min. 386.45 ft. 386.45 H. 2-3verage65X maa. 64.3X• 84.0XOge 50X may. 38.3X 41.5X / Zight 2 STORIES/40 H. <40 ft. <40 H. ,/ ,`o` V m Front Yard 35 fL 37 H. 37 H. 22 8 ( _ e y Q aw y P Side Ywd 10 ft. 10 H. 10 H. p >S O N Rew Ywd 25 f, 33.2 H. 33.2 ft. z V 2:O erand« _V'd4�_ d m Ul 3 Intiw L m aping lax min. Ox(0 SF) 1Xt(244d:SF)•' a 22-5 / i V'm" e EXISTING LOT IS NON CONFORMING WITH RESPECT TO IMPERVIOUS COVERAGE REQUIREMENTS PER THE TOWN OF SOUTH WIN05OR ZONING REGULATIONS.PROPOSED SITE L11� MODIFICATION RESULTS IN A 2105 SF REDUCTION IN IMPERVIOUS AREA. 22-1, `��•` MITE o u EX15TING LOT 15 NON CONFORMING WITH RESPECT TO PARKING LOT INTERIOR LANDSCAPING REQUIREMENTS PER THE TOWN OF SOUTH WINDSOR ZONING REGULATIONS. PARKING TABULATION ZONE:INDUSTRIAL(D 10 22-12 �\�_ 22-14 USE FORMULA EXISTNG PROPOSED REQUIRED 2 i Industrial (Existing) I/700 GSF 14.655 SF - 21 ep— LOCATION MAP c v Office (Existing) 4.5/1.000 GSF 6,230 SF - 28 ap— 2-13 22-15 Warehouse (Existing) 1/1.250 GSF 8,951 SF 7 apaaea y' � SCALE: 1"=1,000' W R F LL 22-16 �Ulz/Ch/ •" Warehouse (Proposed) 1/1,250 GSF - 2,500 1 2 eaaa. _24 SHEET INDEX a < 3 22-19 58 exielRng 57 proposed(, 59 epacea 22-18 •� TDTAL PARKING epacm♦ PropeBed+8 required �_yy a 2-2 / 22 2° I( � Sheet Number Sheet Title 0 a •58 EXISTING PARKING COUNT(INCLUDING PARKING IN FRONT OF OVERHEAD DOORS)15 // \ p ID NON CONFORMING WITH RESPECT TO PARKING REQUIREMENTS PER THE TOWN OF SOUTH \\ 1 OF O C-Ti TITLE SHEET M 0 F WINDSOR ZONING REGULATIONS.APPROVED SITE PLANS ENTITLED•G 4 R VALLEY 22-21 M III • RAPHIC AP,DAT1NGED GO.,550 CHAPEL ROAD,D 04/10/1986 PREPARED BY SEBASTI14 D�`AM NO TA,PEN JAME AND �SH EHY, C D � � � MFA 2 OF 8 C•N1 NOTES SHEET O �' L.S.DISPLAYS 56 SPACES(REFERENCE 2). 13-6 ea PROPOSED PARKING COUNT INCLUDES PARKING IN FRONT OF OVERHEAD DOORS. 3 OF 8 C-DM1 DEMOLITION PLAN PARKING RELIEF REQUIRED.5H SPACES REQUIRED,57 SPACES PROPOSED INCLUDING 8 13-7 ,( p �r SECTIORESERN 6411 OF THE ZING REGULATIONSN FOR FUTURE ITORATION REDUCEFTHEERED.WAIVER EQUIRED PPARKINGEBYE2 PER 13-` Ov 4 OF 8 C-SP1 SITE PLAN 8 5PACE5. 13_5 / 5 OF 8 CeGDI GRADING, DRAINAGE, & UTILITIES N/F DIRECT ABUTTER UST 13-g PLAN U MAP LOT MALING ADDRESS OWP6t t, / O �� 3-10 6 OF 8 C•ES1 EROSION & SEDIMENTATION R V _' CONTROL PLAN N 22 14 626 ELUI TON ROAD 1ACQLES EAN MARC 13 13- SOUTH WfOSOR,CT 0607, g 13-13 7 OF 8 CeL51 LANDSAPE PLAN o 16 SO SOUTH WPOSOR. 0607, A�RNt LLC ✓,..._.._I y t3-1a - 7 a 8 OF 8 C-DI DETAILS w israU-22oAL B J 1117 ROAD INC H fi8i ASSOCIATES INC MAIN STREET1 OF 1 Ve1 PROPERTY & TOPOGRAPHIC SURVEY 31 637 SOUTH WIOSOK CT 0607, AATIEit FAIALY IIMNC TRUST KEY MAP ARCHITECTURAL ELEVATIONS 6� TN 6 637 IDS Cr MATTNBt E C SUN D 6 SCALE: 1"=200' 1 SL 2 of 2 FLOOR PLAN S011hl 7 MAJ141L RE T607, HERLOU C c TON (ArrACHM UPARATIMT) g CIVIL ENGINEER, LANDSCAPE ARCHITECT ° PRELIMINARY & LAND SURVEYOR: ARCHITECT PROPERTY OWNERS: APPLICANT: g NOT FOR CONSTRUCTION THEE PLANS ARE FOR PLANNING PURPOSES ONLY WHOM To SECURE REGULATORY CONNECTICUT TIMOTHY RODRICUE G 5 R VALLEY, INC. APPROVALS.ONLY FALL PLANS STAMPED APPROVED BY THE TOW"swvL BE"sue FOR COLONIAL BUILDERS, LLC. 350 CHAPEL ROAD 350 CHAPEL ROAD 9 P.O. BOX 395 SOUTH WINDSOR, CT SOUTH WINDSOR, CT W GENERAL NOTES: eS1gn COLLETTE ROAD EAST 06074 06074 i.w -THESE PLANS ARE WALD UNLESS THEY BEAR THE SEAL OR STAMP.AND ORICNAL SIGNATURE OF THE PROFESSIONAL STAFFORD SPRINGS, Iy, T, ENGINEER.LAND SURVEYOR'OR LANDSCAPE ARCHITECT. ' CONNECTICUT 06076 g •EXISTNC CONDITIONS AND UTILITY LOCATIONS DEPICTED HEREON ARE BASED ON AVAILABLE INFORMATION AND SHALL rofess i o n a 1 s 860-684-0024 RE C E NE D W BE FIELD VERIFIED PRIOR TO CONSTRUCTION. r •PROPOSED WATER.CAS.ELECTRIC.AND COMMUNICATION SERVICES DEPICTED ON THESE PLANS ARE SHOWN FOR CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS ILLUSTRATIVE PURPOSES ONLY. CONTRACTOR SHALL COORDINATE FINAL SIZE AND LOCATIONS WITH THE RESPECTIVE UTILfTES AND THE LOCAL BRISDICTION PRIOR TO CONSTRUCTION. GIS ANALYSTS / LANDSCAPE ARCHITECTS -REPRODUCTION TECHNIQUES USED IN THE PRODUCTION OF THIS PLAN CAN STRETCH OR SHRINK THE PAPER.SCALING OF I�AR �.. �I THIS DRAWING MAY BE INACCURATE-CONTACT DPI IF ADDITIONAL INFORMATION IS REQUIRED. f�' I ��>> -THESE RAMS AND OTHER ITEMS PREPARED BY DESIGN PROFESSIONALS.NC.DPD ARE INSTRUMENTS OF SERVICE AND 21 Jeffrey Drive Phone: 860-291-8755 e P SHEET REMAIN ITS PROPERTY.THE USE OF THESE ITEMS BY OPTS CLIENT IS SUBJECT TO THE TERMS SET FORTH IN THE P.O. BOX 1167 Fax: 860-291-8757 AGREEMENT BETWEEN QUINT AND DPI.REPRODUCTION AND/CR USE OF THESE ITEMS BY OTHERS 5 PROHIBITED f C-T7 WITHOUT THE WRITTEN CONSENT OF DPI. South Windsor, CT 06074 www.designprofessionalsinc.com SOUTH WINM PLANNING DEPT. SHEET 1 OF 8 i GENERAL GRADING & UTILITY PLAN NOTES ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL EXISTING STRUCTURES THAT ARE ro REMAIN ARE DAMAGED DURING DEMOLITIONS, LEGEND g` i6.IN THE EVENT OF DISCREPANCIES AND/OR CONFlJCTS BETWEEN RIAMIS OR RELATIVE DEMOLITION ACTIVITIES. SHOULD A TEMPORARY INTERRUPTION OF UTILITY SERVICES REPAIRS SHALL BE MADE USING NEW PRODUCT MATERIALS RESULTING IN A En1. PRIOR ro STARTING ANY SITE ACTIVffY OR DEMOLITION, BE REWIRED AS PART OF THE PROPOSED CONSTRUCTION ACTMTIES,THE PRE-DEMOLITION CONDITION.OR BETTER•CONTRACTOR IS RESPONSIBLE TO EXISTING DESCRIPTION PROPOSED " uTHE CONTRACTOR SHALL TO OTHER PLANS.THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL CONTRACTOR SHALL COORDINATE WITH ARPROPRIATE UIIUTY COMPANIES AND THE DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THEBORINGS "CALL BEFORE YOU DIG"AND/OR THE APPLICABLE STATE DAMAGE CONTROL SYSTEM CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER,IN WRITING,OF ANY AFFECTED END USER TO MINIMIZE IMPACT AND SERVICE INTERRUPTION. CONSTHUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION T _ FOR THE REQUIRED UTILITY MARK OUTS IN ADVANCE OF ANY EARTH DISTURBANCE. DISCREPANCIES AND/OR CONFLICTS. BORING/TEST PIT LOCATION , `V IN ADDITION TO THIS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL 9. THE CONTRACTOR SHALL ARRANGE FOR AND COORDINATE WITH THE APPROPRIATE 12.ALL CONCRETE MUSE BE NR ENTRAINED WITH A MINIMUM COMPRESSIVE STRENGTH 17.CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS UTILITY COMPANIES FOR THE TEMPORARY AND PERMANENT TERMINATION OF ANY AND OF 4.000 PS AT 28 DAYS UNLESS OTHERWISE SPECIFIED ON THE PLANS.DETAILS COMMUNICATION EXISTING ONSTIE UPU ES INCLUDING BUT NOT UMTIED TO GAS,WATER.ELECTRIC, AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. ALL SERVICES THAT ARE REQUIRED FOR THE PROPERTY WHETHER SHOWN ON THE AN GEOTECHNICAL.REPORT. ONERIM OD MIL OYES(CABLE,TEL.ETC) °1 SANITARY AND STORM SEWER,TELEPHONE,CABLE.FIBER OPTIC CABLE.ETC.WITHIN CONTRACTOR MUST SUPPLY A COPY OF APPROVALS SITE PLANS OR NOT. TERMINATION OF UTILITIES SHALL BE PERFORMED IN TO ENGINEER AND OWNER PRIOR C s AND G AND TO THE LIMITS OF THE PROJECT MATE AND LOCATIONS OF ALL TO INITIATING WORK ANY WORK. 13. DEBICN PROFESSIONALS HAS NO REND RBIBILITY REGARDING JOB SAFETY AND/OR UNDERGROUND COMMUNICATION ONES C Exis COMPLIANCE WIIN ALL LOCI.,STATE AND/OR FEDERAL REGULATION. -C CONFIRM AND PROPOSED SERVICES ARE ES AND THE AND MUST. WATER AND CONTRA HT/SUPERVISION,OR ANYTHING RELATED TO SAME,IBLYTO NOR 0 1 18.WHERE RETAINING WALLS(WHETHER OR NOT THEY MEET THE JURISDICTIONAL 10.SHOULD HAZARDOUS MATERIAL DE DISCOVERED/ENCOUNTERS.WHKkI WAS NOT CONTROL PANTS CONFIRMED WITH LOCAL UAND COMPANIES AND THE CONTRACTOR. WATER ANDCONTRACTUALLY. SITE PROFESSIONALS IS NOT RESPONSIBLY TO IDENTIFY OR o SANITARY SEWER SERVICE AND ALL OTHER UTILITY SERVICE CONNECTION PoM75 DEFINITION)ME IDENTIFIED ON PUNS,ELEVATIONS IDENTIFIED AILS FOR THE ARTICIPAIED ADDRESSED IN THE IN THE PROJECT PLANS AND SPECIFlGTONS,CEASE C MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO EXPOSED PORTION OF THE WALL.WALL FOOTING/FOUNDATION ELEVATIONS ARE NOT / REPORT ANY JOB SITE SAFELY ISSUES.AT ANY TIME. 6 HORIZONTAL CONTROL POINT R' ALL WORK IMMEDIATELY AND NOTIFY OWNER AND ENGINEER OF RECORD REGARDING 14. DESIGN ONTR PROFESSIONALS WILL REVIEW CONTRACTOR OR THE WHICH THE • HORIZONTAL&VERTICAL CONTROL POINT g C KV• ' THE COMMENCEMENT OF CONSTRUCTION.ALL DISCREPANCIES MUST IMMEDIATELY BE IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED HE DISCOVERY OF SAME. CONTRACTOR IS REQUIRED TO SUBMIT,BUT ONLY FOR THE SOLE PURPOSE OF ■m REPORTED,IN WRITING,TO THE ENGINEER. ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE 11.DESIGN PROFESSIONALS HAS NO RESPWSOUTY REGARDING JOB SAFETY AND/OR CHECKING FOR CONFORMANCE WITH THE INTENT OF THE DESIGN AND CONTRACT 0 VERTICAL CONTROL POINT 0 w� 2. CONSTRUCTION SFWL BEGIN AT THE LOWEST ELEVATION AND/OR INVERT(POINT OF PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. OVERSIGHT/SUPERV51ON.OR ANYTHING RELATED TO SAME.LEGALLY NOR DOCUM ENTS. DESIGN PROFESSIONAL INC IS NOT RESPONSIBLE FOR ANY DEVIATIONS BENCHMARK ® _•N �� CONNECTION)AND PROGRESS UP GRADIENT.WHERE UTILITIES ARE PROPOSED TO 19.STORM DRAINAGE PIPE:UNLESS INDICATED OTHERWISE.ALL STORM SEWER PIPE CONTRACTUALLY. FROM THE CONSTRUCTION DOCUMENTS UNLESS CONTRACTOR RECEIVED EXPLICIT P Im IN F MUST BE REINFORCED CONCRETE PIPE RCP C DOMESTIC WATER pp - CROSS/1RAVERSE EXISTING UNDERGROUND UTILITIES,THE ELEVATIONS OF THE (RCP) LASS III WITH SILT TIGHT JOINTS. 12. THE CONTRACTOR IS RESPONSIBLE FOR ALL'MEANS AND METHODS"NECESSARY TO DIRECTION TO OO 50.IN WRITING,FROM DESIGN PROCESSIONALS INC. 5C Vw 4) EXISTING UTILITIES SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION BY WHEN HIGH-DENSITY POLYETHYLENE PIPE(HOPE)IS CALLED FOR ON THE PLANS.IT PREVENT MOVEMENT,SETTLEMENT,OR COLLAPSE OF EXISTING STRUCTURES,AND ANY 15. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING A TRAFFIC WATER LOON W N4� Jo EXCAVATING A TEST PIT AT THE PROPOSED UTILITY CROSSING POINT TO VERIFY MUST CONFORM TO AASHTO M294 AND TYPE S(SMOOTH INTERIOR WITH ANGULAR OTHER IMPROVEMENTS THAT ARE TO REMAIN.IF ANY EXISTING STRUCTURES THAT PROTECTION PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER ON AND/Oft W WATER SERVICE WS L u EXISTING UTILITY LOCATIONS/ELEVATIONS/INVERTS. SHOULD THE FIELD VERIFIED CORRUGATIONS)WITH GASKET FOR SILT TIGHT JOINT.PVC PIPE FOR ROOF ORAIN ARE TO REMAIN ARE DAMAGED DURING DEMOLITIONS,S SHALL BE MADE USING NEW OFFSITE.THE COST ASSOCIATED WITH SAID PLAN SHALL BE INCLUDED IN THE BASE _ -F FIRE SERVICE LINE F ! EXISTING UTILITY BE IN CONFLICT WITH THE PROPOSED SITE DESIGNS,THE CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. PRODUCT/MATERIALS RESULTING IN A PRE-DEMOLITION CONDITION,OR BETTER. BIG/CONTRACT COST. CONTRACTOR SHALL NOTE/THE DESIGN ENGINEER IN WRITING AND SHALL NOT 20.SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE(PVC)SDR 35 EXCEPT WHERE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIR COSTS 16. ALL ONSITE AND OFFSITE SICNAGE AND SIGNING AND PAVEMENT MARKINGS SHALL - -N NON-POTABLE WATER UNE NI PROCEED WITH SAID UTILITY CONSTRUCTION UNTIL FURTHER DIRECTION IS GIVEN INDICATED OTHERWISE.SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SON 13.EARTH WORK ACTIVITIES.DEMOLITION OR REMOVAL OF BUILDINGS,FOUNDATION WALLS, CONFORM TO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES OR LOCAL APPROVAL. WATER LINE,ABANDONED 'E FROM THE DESIGN ENGINEER. 26 UNLESS INDICATED,IN WRITING,OTHERWISE. FOOTING,OR OTHER MATERIALS WITHIN THE WORK AREA SHALL BE IN ACCORDANCE REQUIREMENTS. WATER VALVE 3. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND 21 STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED AND CONFORM TO THE PROJECT PLANS AND SPECIFICATIONS. 17. ALL DIMENSIONS ARE TO FACE OF CURB.EDGE OF PAVEMENT,OR EDGE OF SERVICES INCLUDING,BUT NOT LIMITED M.GAS,WATER,ELECTRIC.SANITARY AND 14.AIL BADKFlWNG REQUIRED AS A RESULT OF OENWTION SFWL BE PERFORMED IN BUILDING,UNLESS NOTED OTHERWISE. WATER METER ® pp TV S d 6 CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. ! 9 Eg STORM SEWER,TELEPHONE,CABLE,FIBER OPTIC CABLE,ETC.WITHIN THE LIMITS OF COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE OF THE GEOTECHNICAL 5 22.STORMWATER ROOF DRAIN LOCATIONS ARE APPROXIMATE AND ARE BASED ON 18. THE CONTRACTOR SHALL INSTALL AND/OR CONSTRUCT ALL ASPECTS OF THE A FIRE HYDRANT A DISTURBANCE OR WORK SPACE WHICHEVER IS GREATER.THE CONTRACTOR MUST REPORT 73 Bfl d[AYE PRELIMINARY ARCHITECTURAL PLANS.CONTRACTOR IS RESPONSIBLE FOR RENEWING PROJECT IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S USE.REFER TO.AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY LIQUID FUEL d 14 Sy NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES.THE CONTRACTOR AND COORDINATING THE FINAL ARCHITECTURAL PUNS TO VERIFY FINAL LOCATIONS OF 15. THE USE OF EXPLOSIVES FOR THE PURPOSE OF DE AND F OR ROCK REMOVAL MAINTENANCE STANDARDS,RECOMMENDATIONS AND DINGSPECIFICATIONS.THE IS RESPONSIBLE FOR REPAIRING AL DAMAGE TO ANY EXISTING UTILITIES DURING ALL ROOF DEANS. MUST NOT BE IN COMPLIANCE ALL LOCI..STATE AND FEDERAL THE FEDERAL. 19.TRAFFIC MAN&PROTECTION OF TRAFFIC IS ACCORDING TO THE CT DOT UNIFORM LF MAIN LIQUIFUEL FUEL UNE LF THE CONTRACT SHALL OBTAIN ALL PERMITS THAT ARE REWIRED BY THE FEDERAL 3 jA SS g CONSTRUCTION.AT NO COST TO THE OWNER.CONTRACTOR SHALL BEAR ALL COSTS 23.SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM TRAFFIC MANUAL -LFS LIQUID FUEL SERVICE LINE LFS 11 .(8;� ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. EMBANKMENT.OR WHERE SITE CONDITIONS SO INDICATE,MUST BE CONSTRUCTED OF STATE AND LOCAL GOVERNMENTS.THE CONTRACTOR IS ALSO flFSPoNGIBLE FOR ALL pdx d INSPECTION,MONITORING OR TESTING AS MAY BE REQUIRED BY ANY AND ALL LF LIQUID FUEL UNE.ABANDONED YYYYY p§E 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT STEEL REINFORCED CONCRETE,WCTIIE IRON OR OTHER SUITABLE MATERIAL. PERMITS AND REGULATIONS. d SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR AMERICANS WITH DISABILITY ACT NOTES TO IRRIGATION { {Ssc DOCUMENTS INCLUDING, EDT NOT UNITED TO.JE ALL OF THE DRAWINGS AND i6.CONTRACTOR SHALL CONTROL TRAFFIC ON AND OFFSITE IN CONFORMANCE WITH THE SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE E CO TO THE LEASTINDUSTMAL FLOW MUST BE SEPARATED FROM WATER OWNS BY A DISTANCE OF AT IRRIGATION LINES TITRATION AND COMMENCEMENT OF CONSTRUCTION.SHOULD THE CONTRACTOR FIND LEAST fO FEET HORIZONTALLY.ff SUCH LITERAL SEPARATIONS IS NOT POSSIBLE, QUITRENT FHWA'MIWGAL ON UNIFORM TRAFFIC CONTROL DEVICES"(MUTOD),AND CONTRACTOR THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES THE FEDERAL.STATE AND LOCAL REGULATIONS FOR ALL ASPECTS OF DEMOLITION UGFRING v CONFLICT AND/OR OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE S. THE BELOW THE BOTTOM OF THE WATER MAIN.OR SUCH OTHER SEPARATION AS AND SITE WORK. POLE MOUNTED LIGHT * p SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES.REGULATIONS.LAWS, THE CONTRACTOR SHALL REVIEW THE PROPOSED CONSTRUCTION WITH THE LOCAL 'a APPROVED BY THE GOVERNMENT AGENCY WITH JIS NOT ON OVER SPARE.WHERE 17.NI.WORK SHALL BE PERFORMED WITHIN THE LIM115 OF WORK AS NOTED ON THE BUILDING OFFICIAL PRIOR TO THE START OF CONSTRUCTION.CONTRACTORS SHALL BE GROUND MOUNTED LIGHT lI O O RULES,STATUTES AND/OR ORDINANCES,R IS THE CONTRACTOR'S SOLE APPROPRIATE SEPARATION FROM A WATER MAN IS NOT POSSIBLE.THE SEWER MUST SITE PUNS. Z RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD,IN WRITING,OF SAID BE ENCASED IN CONCRETE,OR CONSTRUCTED OF DUCTILE IRON PIPE USING 18.DESIGN PROFESSIONALS INC.IS NOT RESPONSIBLE FOR THE MEANS,NLiHOO PRECISE IN THE CONSTRUCTION OF AMERICANS WITH DISABILITIES ACT(ADA)ACCESSIBLE NATURAL GAS j z U m CONFLICT AND/OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. MECHANICAL OR SUP-ON JOINTS FOR A DISTANCE OF AT(EAST 10 FEET ON EITHER AND/OR PROCEDURES TO BE IMPLEMENT FOR THE PROJECT.ALL WORK MUST BE IN PARKING,COMPONENTS AND ACCESS ROUTES FOR THE PROJECT.THESE COMPONENTS GAS MAIN G W J E. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER SIDE OF THE CROSSING.IN ADDITION,ONE FULL LENGTH OF SEWER PIPE SHOULD STRICT ACCORDANCE WITH ALL STATE,FEDERAL.LOCAL.AND JURISDICTIONAL SHALL COMPLY WITH NJ.APPLICABLE STATE AND LOCH.ACCESSIBILITY LAWS AND G GAS SERVICE UNE 65 << N COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL BE LOCATED SO BOTH JOINTS WALL BE AS FAR FROM THE WATER UNE AS POSSIBLE. REGULATIONS AND THE CURRENT ADA REGULATIONS AND CONSTRUCTION STANDARDS. - REQUIREMENTS. THESE COMPONENTS INCLUDE,BUT ARE NOT UNITED TO THE FOLLOWING: [L 2 OTHER UTILITIES. WHERE A WATER MAN CROSSES UNDER A SEWER,ADEQUATE STRUCTURAL SUPPORT 19.DEBRIS SHALL NOT BE BURIED ON SITE.ALL DEMOLITION MATERIALS TO BE - -G GAS LINE.ABANDONED U Z o 6. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND FOR THE SEWER MUST BE PROVIDED. DISPOSED OF SHALL BE DONE SO IN ACCORDANCE WITH ALL MUNICIPAL.COUNTY, n m 0 3 m ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, 24.WATER MAIN AND WATER SERVICE PIPING SHALL BE INSTALLED IN ACCORDANCE WITH STATE,AND FEDERAL LAWS AND APPLICABLE CODES.THE CONTRACTOR MUST -PARKING SPACES AND PARKING AISLES SHALL NOT EXCEED A 1:50(1/4"PER FOOT OR POWER lJ n I—GREASE TRAP REQUIREMENTS/DETAILS,DOOR ACCESS,AND E%IERIOR GRADING.THE THE REQUIREMENTS AND SPECIFICATIONS OF THE WATER AUTHORITY HARING MAINTAIN RECORDS OF ALL DISPOSAL ACTIVITIES. NOMINALLY 2.0%)SLOPE IN ANY DIRECTION. E0. ELECTRICAL LINES.OVERHEAD EO =O ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES.THE CONTRACTOR MUST JURISDICTION. IN THE ABSENCE OF SUCH SPECIFICATIONS.WATER MIN PIPING 20.CONTRACTOR MUST PREPARE RECORD DRAWINGS DEPICTING THE LOCATION OF -CURB RAMPS-SHALL NOT EXCEED A 1:12(8.3%)SLOPE FOR A MAXIMUM LENGTH OF ELECTRICAL LINES,UNDERGROUND EU COORDINATE INSTALLATION OF UTILITIES SERVICES WITH THE INDIVIDUAL COMPANIES, MUST BE CEMENT-UNED DUCTILE IRON(DIP)MINIMUM CUSS 52 THICKNESS.ALL EXISTING UTILITIES THAT ARE CAPPED,ABANDONED IN PLACE,OR RELOCATED AND SIX(6)FEET. 'aa UTILITY POLE TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED.THE WORK AND MATERIALS MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN PROVIDE TO THE PROPERTY OWNER AND THE ENGINEER OF RECORD. .RAMPS SHALL BE EQUIPPED WITH LANDINGS AT EACH END,SHALL NOT EXCEED 1:50 0 CONTRACTOR IS RESPONSBLE FOR ENSURING THAT INSTALLATION OF ALL EFFECT AT THE TIME OF THE SERVICE APPLICATION. 21.CONTRACTOR SHALL PREVENT THE EMISSION OF DUST,SEDIMENT,AND DEBRIS FROM (2,0%)IN ANY DIRECTION AND HAVE POSITIVE DRAINAGE AWAY FOR THE LANDING. PROPERTY "3 E gg IMPROVEMENTS COMPUES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION 25.THE CONTRACTOR SHALL ENSURE THAT ANY AND ALL WORK LOCATED IN EXISTING THE SITE,AND SHALL BE RESPONSIBLE FOR CORRECTIVE MEASURES SUCH AS PROPERTY UNE C s L 9 •ACCESSIBLE ROUTES SHALL BE A MINIMUM OF 36"WIDE(UNOBSTRUCTED). HANDRAILS -- 8 m 3 AND/OR CONTROL OF THE SITE.AND ALL OTHER APPLICABLE REQUIREMENTS,RULES, PAVED BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL COUNTY AND/OR STREET SWEEPING AND CLEAN UP WORK AS DEEMED NECESSARY BY THE ENGINEER m 3 0 $7ATUTES.LAWS.ORDINANCES AND CODES AND,FURTHER.IS RESPONSIBLE FOR DOT DETAILS AS APPLICABLE.CONTRACTOR IS RESPONSIBLE TO COORDINATE THEE OF THE AUTHORITY HAVING JURISDICTION. AND CNN OVERHANfaS MAY NOT OBSTRUCT THESE AREAS. LONGITUDINAL SLOPES 0 IRON PIN • COORDINATING THE UTILITY 71E-INS/CONNECTIONS PRIOR TO CONNECTING TO THE PERMITTING,INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY (DIRECTION OF TRAVEL)SHALL NOT EXCEED 1:20(5.0%)AND SHALL RAVE A CROSS EX ER EXISTING UTILITY/SERVICE.WHERE A CONFLIC(S)EXISTS BETWEEN THESE SITE PLANS WITH AGENCY HAVING JURISDICTION OVER THE PROPOSED WORK. SLOPE NO GREATER THAN 1:50(2.0%). E MONUMENT ■ j AND THE ARCHITECTURAL PLANS,OR WHERE ARCHITECTURAL PLAN UTILITY 26. THE CONTRACTOR GENERAL NOTES SHALL, BY BORING OR BY TEST PIT,DETERMINE THE DEPTH TO -ACCESSIBLE ROUTES EXCEEDING 1:20(5.0%)SHALL BE CONSIDERED A 1IAMP ROADS'. 1 CONNECTION POINTS DIFFER,THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE GROUNDWATER AT THE LOCATION OF ANY PROPOSED DWELLINGS THAT WILL CONTAIN CONTRACTOR SHALL ADHERE TO AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL MAXIMUM SLOPES OF A RAMP SHALL BE 1:12(8.3%)IN THE DIRECTION OF TRAVEL GUARD RAIL ENGINEER,IN WRITING,AND PRIOR TO CONSTRUCTION,RESOLVE SAME. A BASEMENT. IF GROUNDWATER IS ENCOUNTERED WITHIN THE PROPOSED BASEMENT DETAILS.NOTES.PUNS AND SPECIFICATIONS CONTAINED HEREIN. IT IS THE AND A CROSS SLOPE OF 1:50(2.0%). RAMPS SHAD.RAVE MAXIMUM RISE OF 2.5 v OR -v-e- SIGN v OR Z 7. WATER SERVICE MATERIALS,BURIAL DEPTH,AND COVER REQUIREMENTS MUST BE AREA.BASEMENTS SHALL NOT BE INSTATED UNLESS SPECIAL CONSTRUCTION RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL WORK PERFORMED BY THEIR FEET,SHALL BE EQUIPPED WITH HAND RAILS AND LANDINGS AT TIRE TOPS AND BOTTOM EROSION CONTROL V SPECIFIED BY THE LOCAL UTILITY COMPANY.CONTRACTOR'S PRICE FOR WATER METHODS,APPROVED BY THE AUTHORITY HAVING JURISDICTION,ARE UTILIZED.WHERE SUBCONTRACTORS IS IN FULL COMPLIANCE WITH THESE REQUIREMENTS. OF THE RALIP. LANDINGS SHALL NOT EXCEED 1:50(2.0%)IN ANY DIRECTION AND Z H 0 SERVICE MUST INCLUDE ALL FEES,COSTS AND APPURTENANCES REQUIRED BY THE SUMP PUMPS ARE INSTALLED,ALL DISCHARGED MUST BE CONNECTED TO THE STORM HAVE POSITIVE DRAINAGE AWAY FOR THE LANDING. SF SILT FENCE SF G V F LMUTY TO PROVIDE FULL AND COMPLETE WORKING SERVICE CONTRACTOR MUST SEWER OR DISCHARGE TO AN APPROVED LOCATION. 1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS Q n a CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND 27.FOR SINGLE AND MULTI-FAMILY RESIDENTIAL PROJECTS,SPOT ELEVATION(S) SITE P ' •A LANDING SCOW.BE PROVIDED AT THE EXTERIOR OF ALL DOORS. LANDINGS SHALL SITE FEATURES 0 If 2 VAULT,PRIOR TO COMMENCING CONSTRUCTION. ADJACENT TO THE BUILDINGS ARE SCHEMATIC FOR NON-SPECIFIC BUILDING - PLAN ENTITLED'PROPERTY&TOPOGRAPHIC SURVEY"PREPARED BY DESIGN NOT EXCEED 1:50(2.0%)IN ANY DIRECTION AND HAVE POSITIVE DRAINAGE AWAY FOR EDGE OF WATER W F 0 ML 8. ALL NEW UTILITIES/SERVICES.INCLUDING ELECTRIC,TELEPHONE CABLE N,ETC.ARE FOOTPRINTS,GRADES MUST BE ADJUSTED BASED ON FINAL ARCHITECTURAL PLANS PROFESSIONALS,INC.DATED 03/17/15 AS AMENDED. THE LARDING. THE LANDING SHALL BE UL LESS THAN 60 INCHES LONG UNLESS z PERMITTED OTHERWISE PER THE ALL REGULATIONS LESS X-X BARBED WIRE FENCE X-X Jid Y b TO BE INSTALLED UNDERGROUND.ALL NEW UTILITIES/SERIES MUST BE INSTALLED AND SHALL PROVIDE A MINIMUM OF SIX(6)INCHES BELOW TOP OF - I NTH BE OF A GEOTECHNICAL REPORT,CURRENT CONN DOT STANDARDS CHAIN LINK FENCE J O. Z=. IN ACCORDANCE WITH THE UTILITY/SETMCE PROVIDER INSTALLATION SPECIFICATIONS FOUNDATION/CONCRETE AND/OR SIX(6)INCHES BELOW THE FACADE TREATMENT, THE CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN IN a THE CONTRACTOR SHALL CONFIRM THAT THEY ARE IN RECEIPT OF THE CURRENT a RAIL FENCE AND STANDARDS. WHICHEVER IS LONER,PAID MUST PROVIDE POSITIVE DRAINAGE AWAY FROM THE AREAS OF EXISTING DOOR WAYS.ACCESSIBLE ROUTES OR OTHER AREAS WHERE 0 IL VERSION OF THE REFERENCED DOCUMENTS PRIOR TO THE COMMENCEMENT OF ANY 9. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND STRUCTURE(MINIMUM OF 2%).ALL CONSTRUCTION,INCLUDING GRADING,MUST WORK. RE-CONSTRUCTION IS PROPOSED.THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER STOCKADE FENCE O._ SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH N THE GEOTECHNICAL COMPLY WITH ALL APPLICABLE BUILDING CODES,LOCAL,STATE AND FEDERALOF ANY IT CONDITIONS THAT DIFFER IN ANY MANNER FROM WHAT IS SHOWN ON THE +-} WIRE FENCE +-+ REPORT REFERENCED IN THIS PUN SET.THE CONTRACTOR IS RESPONSIBLE FOR REQUIREMENTS,REGULATIONS AND ORDINANCE. 2. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVAL ON SITE AT ALL IPIANS,IN WRITING,BEFORE COMMENCEMENT OF WORK N REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS 28.THE RELOCATION OF EXISTING AND/OR THE INSTALLATION OF NEW UTILITY POLES TIMES.THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS OR TREE VARIOUS *y M FA W AND APPROVALS HAVE BEEN OBTAINED PRIOR TO PERFORMING ANY WORK ONSITE OR �fi F� SPECIFIED IN THE GEOTECHNICAL REPORT.ALL EXCAVATED OR FILLED AREAS MUST AND TRANSFORMERS ARE AT THE SOLE DISCRETION OF UTILITY COMPANY. PRIOR TO YwYYwwrmm TREE LINE BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT.MOISTURE CONTENT AT COMMENCEMENT OF ANY WORK,THE CONTRACTOR SHALL WORK WITH THE OFF5RE. THE CONTRACTOR SHALL THOROUGHLY REVIEW AND UNDERSTAND Al 4'DOUBLE SOLD YELLOW PERMITS AND PERMIT CONDITIONS PRIOR TO FABRICATION OF ANY MATERIALS OR DSYL TIME OF ED EVENT MUSE BE SUER,RE IN A COMPACTION REPORT'PREPARED BY APPROPRIATE UTILITY COMPANIES TO FINNJZE ALL UTILITY SERVICES AND/OR UNE A QUALIFIED GEOTECHNICAL ENGINEER,REGISTERED WITH THE STATE WHERE THE RELOCATIONS TO ASSURE NO CONFLICT WITH THE DESIGN PUNS. SHOULD A PRODUCTS TO 8E USED AS PART OF THE PROJECT. WORK IS PERFORMED,VERIFYING THAT ALL.FILLED AREAS AND SUBGRADE AREAS 3. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH THESE PLANS,THE PROJECT'S SSWL 4�SINGLE SOLID WHITE CONFLICT ARISE DUE TO THE FINAL DESIGNS OF THE UTILITY COMPANY,THE P; WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER IN WRITING AND AWM A WRITTEN SPECIFICATIONS,CONDITIONS OF APPROVALS AND PERMITS,AND AL APPUCABLE UNE IN ACCORDANCE WITH THESE PANS.SPECIFICATIONS AND THE RECOMMENDATIONS RESOLUTION PRIOR TO PROCEEDING WITH FURTHER UTILITY INSTALLATIONS. RULES.REGULATIONS.CODES.LAWS AND STANDARDS OF AL AUTHORITIES HAVING SCLC BIT.CONC.UP CURB SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, JURISDICTION OVER THE PROJECT. PoC PRECAST CONCRETE CURB RULES,STATUTES,LAWS.ORDINANCES AND CODES.SUBBASE MATERIAL FOR 4. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS NOTED HEREIN ARE A PART OF SIDEWALKS,CURB,OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER DEMOLITION NOTES THE CONSTRUCTION PLANS AND DOCUMENTS.IF DISCREPANCY OR AMBIGUITY EXISTS, SANITARY SEWER UNSUITABLE MATERIALS.SHOULD SUBBASE BE DEEMED UNSUITABLE BY THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE -g SANITARY SEWER MAIN j OWNER/DEVELOPER OR OWNER/DEVELOPER'S REPRESENTATIVE,SUBBASE IS TO BE INE CONTRACTOR SHALL REVIEW ALL SITE PLANS(AND ARCHITECTURAL DRAWINGS AS PLANS AND THE GEOTECHNICAL REPORT GOVERN. THE CONTRACTOR SMALL REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY APPUCABLY)TO ASSURE THAT ALL DEMOLITIONS ACTMTTES AND INCIDENTAL WORK IMMEDIATELY NOTIFY THE ENGINEER IN WRITING SHOULD ANY CONFLICTS BE SANITARY SEWER SERVICE LINE 55 THE GEOTECHNICAL REPORT.EARTHWORK ACTIVITIES INCLUDING.BUT NOT LIMITED TO, NECESSARY FOR TIRE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS ARE COMPLETED. IDENTIFIED PRIOR TO COMMENCING WITH ANY ADDITIONAL WORK. B SANITARY SEWER UNE,ABANDONED � EXCAVATION,BACKRU..AND COMPACTING MUST COMPLY WITH THE RECOMMENDATION THE DEMOLITION PLAN IS INTENDED TO PROVIDE ONLY GENERA.INFORMATION REGARDING 5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED LAYOUT SANITARY SEWER MANHOLE IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS,RULES. ITEMS TO BE DEMOLISHED AND/OR REMOVED. DIMENSIONS AND MUST AND NOTIFY DESIGN PROFESSIONALS INC.,IN WRITING, STATUTES,LAWS,ORDINANCES AND CODES. IN THE ABSENCE OF A GEOTECHNICAL IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER OR ARE IN CONFLICT WITH THE STORM SEWER N REPO EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT THIS PLAN REFERENCES THE FOLLOWING DOCUMENTS AND INFORMATION: PROPOSED WORK.NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR D. STORM DRAIN PIPE Z SPECIFICATIONS FOR ROADWAY CONSTRUCTION(LATEST EDITION)AND ANY - PLAN ENTITLED'PROPERTY&TOPOGRAPHIC SURVEY"PREPARED BY DESIGN WORK WHICH RAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES D STORM DRAIN PIPE,ABANDONED RL 0 AMENDMENTS OR REVISIONS THERETO. PROFESSIONALS.INC.DATED 03/17/15 AS AMENDED. SHOWN INCORRECTLY ON THESE PLANS UNLESS THE CONTRACTOR RECEIVES WRITTEN UO 10.ALL FILL COMPACTION,AND BACKFlLL MATERIALS REWIRED FOR UTILITY INSTALLATION PERMISSION FROM DESIGN PROFESSIONALS INC.(OR PROPERTY OWNER/DEVELOPER) ROOF LEADER 5 MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT GIVING AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. UNDERDRAIN -UD LU AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. 1. CGNTRACTOR MUST NOTIFY,IN WRITING,DESIGN PROFESSIONALSINC.IF THEY ANY IN THE ABSENCE OF A GEOTECHNICAL REPORT OR RECOMMENDATIONS,FILL AND QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS.RELATED 6. CONTRACTOR SHALL REFER TO THE ARCHITECTURA./BURDING PLANS FOR ALL STORM DRAIN MANHOLE COMPACTION MUST,AT A MINIMUM,COMPLY WITH THE STATE DOT REQUIREMENTS SPECIFICATIONS,ANY APPLICABLE SAFETY STANDARDS.OR THE SAFELY OF THE BUILDING AND ADJACENT APPURTENANCES FOR EXACT LOCATIONS AND DIMENSIONS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY CGNTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. IF SUCH ENTRY/EXIT LOCATIONS,ELEVATIONS,BUILDING DIMENSIONS,AND EMT UTILITY ® CURB INLET FOR OR AS RELATED TO FILL COMPACTION AND BACKFILL FURTHER,CONTRACTOR IS SUCH NOTIFICATION IS GIVEN,NO DEMOLITION OR SITE ACTIVITY MAY BEGIN UNTIL LOCATIONS. p CATCH BASIN ❑O FULLY RESPONSIBLE FOR EARTHWORK BALANCE. SUCH TIME THAT DESIGN PROFESSIONAL INC.PROVIDES A WRITTEN RESPONSE TO 7. PRIOR TO THE PERFORMING ANY WORK ONSITE,THE CONTRACTOR SHALL REVIEW ALL YARD DRAIN it. THE CONTRACTOR MUST COMPLY, SAME.ALL DEMOLITION WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE CONSULTANTS PLANS AND SPECIFICATIONS INCLUDING THE ENTIRE SITE PLAN AND I, STANDARDS AND ftEQUUl1ON5,AND/OR THE FULLEST EXTENT WITH THE LATEST OSHA ANY OTHER AGENCY WITH JURISDICTIONU FOR PNS,THE PROJECT SPECIFICATIONS AND ALL ANDAR APPLICATION LOCAL.STATE O THE LATEST ARCHITECTURAL PLANS(INCLUDING,BUT NOT LIMITED T0,STRUCTURAL, TOPOGRAPHY EXCAVATION AND TRENCHING PROCEDURES.THE CONTRACTOR IS RESPONSIBLE FOR FEDERAL REGULATIONS. MECHANICAL ELECTRICAL PLUMBING AND FIRE SUPPRESSION PLAN,WHERE _--- --- CONTOUR � DETERMINING THE TANS AND METHODS'REQUIRED TO MEET THE INTENT AND 2. CONTRACTOR SHALL PERFORM ALL WORK IN A SYSTEMATIC A SAFE MANNER AND APPLICABLE). XiV.�+CONTRACTOR MUST IMMEDIATELY NOTIFY ARCHITECT AND SITE ENGINEER, SPOT ELEVATION X61.4a >i p IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND IN WRITING,OF ANY CONFLICTS.DISCREPANCIES OR AMBIGUITIES WHICH EXIST.PERFORMANCE CRITERIA OF OSHA,AS WELL C ANY OTHER ENTITY THAT HAS TOP OF WRB/BOTTOM CURB TC/BC HEALTH ACT OF 1970,(29 U.S.C.651 EX SEA.).AMENDMENTS TOO AND/OR S. DEBRIS MUST NOT BE BURNED OR BURIED ON SITE ARO ALL UNSUITABLE EXCAVATED JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES AND CONSULTANT WETLANDS i SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND REVISIONS TO SATE. MATERIAL AND DEERS(SOLID WASTE)MUST BE DISPOSED OF IN ACCORDANCE WITH TRENCHING PROCEDURES.TBE SAW 3. PRIOR TO STARTING ANY SITE ACTIVITY OR DEMOLITION,THE CONTRACTOR SHALL TIRE PROJECTS SPECIFICATIONS AND PLANS.AND ALL LOCAL STATE,AND FEDERAL WERANDS LINE 12.PAVEMENT MUST BE SAW CUT INTO STRAIGHT LINES,AND EXCEPT FOR EDGE OF OBTAINING ALL REWIRED PERMITS(LOCAL,STATE AND/OR FFAERAL)ARD MAINTAIN RULES AND REGULATIONS. BUTT JONTS,MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT.ALL SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER REGULATORY AGENCIES 9. THE CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATIONS AND THE DESIGN AND DEBRS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE THROUGHOUT THE DURATION OF THE PROJECT. INSTALLATION OF ANY SHORING THAT MAY BE REQUIRED,ALL OF WHICH SHALL BE RAMP R Lu TIME OF EXCAVATION.STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 4. PRIOR TO STARTING ANY SITE ACTIVITY OR DEMOLITION,THE CONTRACTOR SHAD. ACCORDANCE WITH CURRE14T OSHA STANDARDS. THE CONTRACTOR IS ALSO LANDSCAPEAREA LSA W 13. THE TOPS OF EXISTING MANHOLES,INLET STRUCTURES,AND SANITARY CLEANOUT NOTIFY,AT A MINIMUM,THE BUILDING OFFICW„MUNICIPAL ENGINEER,DEPARTMENT RESPONSIBLE FOR IMPLEMENTING ANY ADDITIONAL PRECAUTIONS TO PROTECT AND TOPS MUST BE ADJUSTED AS NECESSARY,TO MATCH PROPOSED GRADES. OF PUBLIC WORKS.PUNNING AND ZONING COMMISSION,THE DESIGN ENGINEER,AND ASSURE THE STABILITY OF ADJACENT,NEARBY AND CONTIGUOUS STRUCTURES AND 14. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING LOCAL INLAND WEI AND COMMISSION.72 HOURS PRIOR TO THE START OF WORK PROPERTIES. N TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING 5. PRIOR TO STARTING ANY SITE ACTIVITY OR DEMOLITION.THE CONTRACTOR SHALL 10. THE CONTRACTOR SHALL PROTECT AND ASSURE STABILITY OF STRUCTURES 'w ANY CONSTRUCTION.CONTRACTOR MUST CONFIRM AND ENSURE 0.75%MINIMUM IMPLEMENT THE SOIL EROSION AND SEDIMENT CONTROL MEASURES AS NOTED ON (SIDEWALKS AND PAVEMENT,UTILITIES,BUILDINGS,AND INFRASTRUCTURE)ADJACENT ♦r! I. SLOPE AGAINST AL ISLANDS.GUTTERS,AND CURBS.1.0%ON ALL CONCRETE THE PLANS AND PRIOR TO ANY SITE DISTURBANCE. TO THE WORK AREA THAT ARE TO REMAIN.AND IMPLEMENT ANY APPROPRIATE m SURFACES:AND 1.5%MINIMUM ON ASPHALT(EXCEPT WHERE ADA REQUIREMENTS OR 6. PRIOR TO STARTING ANY SITE ACTIVITY OR DEMOLITION,THE CONTRACTOR SHALL MEASURES REWIRED TO ENSURE STRUCTURAL STABILITY OF SAME.CONTRACTOR W EDSDNG TOPOGRAPHY UMR GRADES).TO PREVENT PONDING.CONTRACTOR MUST "CALL BEFORE YOUDIC AND/OR THE APPLICABLE STATE DAMAGE CONTROL SYSTEM SHALL ASSURE A SAFE WORK AREA FOR WORKERS.PEDESTRIANS.ANY THIRD PARTY .,gym IMMEDIATELY IDENTIFY,IN MT MNG TO THE ENGINEER,ANY DISCREPANCIES THAT MAY FOR THE REWIRED UTILITY MARK OUTS IN ADVANCE OF ANY EARTH DISTURBANCE. AND ABUTTING PROPERTIES. O OR COULD AFFECT THE PUBLIC SAFETY,HEALTH OR GENERAL WELFARE OR PROJECT IN ADDITION TO THIS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL PROPERTY OWNERS: APPLICANT: Z COST.IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER EXISTING ONSITE UTILITIES INCLUDING BUT NOT LIMITED TO GAS,WATER.ELECTRIC. NOTIFICATION,MUST BE AT THE CONTRACTOR'S OWN RISK. SANITARY AND STORM SEWER,TELEPHONE,CABLE,FIBER OPTIC CABLE.ETC.WITHIN 15.PROPOSED TOP W CURB ELEVATIONS ARE GENERALLY 6"ABOVE EXISTING LOCAL AND ADJACENT TO THE UMIIS OF THE PROJECT ACTIVITIES. 11. THE CONTRACTOR IS RESPONSIBLE FOR ALL'MEANS AND METHODS NECESSARY TO TIMOTHY RODRICUE G Er R VALLEY, INC. 7. PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL SECURE THE SITE AS NECESSARY PREVENT MOVEMENT,SETTLEMENT,OR COLLAPSE OF EXISTING OR PROPOSED SHEET ASPHALT GRADE UNLESS OTHERWISE NOTED.FIELD ADJUST TO CREATE A MINIMUM TO PERFORM THE DEMOLITION IN A MANNER AS TO PREVENT THE ENTRY OF STRUCTURES(,INCLUDING BUT NOT LIMITED TO DRAINAGE,UTILITIES,PAVEMENT, 350 CHAPEL ROAD 350 CHAPEL ROAD - p OF.075%GUTTER GRADE ALONG CURB FACE.IT IS CONTRACTOR'S OBLIGATION TO UNAUTHORIZED PERSONS. ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO SHALL B,CURB,ETC) AND ANY OTHER IMPROVEMENTS THAT ARE TO REMAIN AND SOUTH WINDSOR, CT SOUTH WINDSOR, CT C-N7 '.. J INSTALLATION OF SATE. S. THE CONTRACTOR SHALL PROTECT AND MAINTAIN THE OPERATION AND SERVICE OF SHALL ITEAR ANY AND AEI.COSTS THAT MAY BE ASSOCIATED WITH SANE.IF ANY 06074 06074 y SHEET 2 OF 8 '. I I R R N S- THIS PLAN REFERB TD THE FOLLOWING: $ yyy G 1. PLAN ENTITLED'PROPERTY h TOPOGRAPHIC SURVEY'BATED 03/17/15 AS AMENDED, PREPARED BY ESIGN D PROFESSIONALS,INC. 2. PLAN ENTITLED'G h R VALLEY PLUMBING CO.,350 CHAPEL ROAD.SOUTH WINDSOR CT, PLOT PLAN AND TOPOGPARNIC MAP'DATED 04/10/1888 PREPARED BY SEB,ISTIAN A. j AYENTA.P.E.A:JAMES E.SHEENY,L.S. 3 Fl MO I1ION PI AN NOT • Yi =s • 1. CALL BEFORE YOU DIG'-CONTRACTOR SHALL NOTIFY UTILITY COMPANIES OF PENOING '. EXCAVATION BY CAWNG 811 AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING EXCAVATION. �u 2. THIS PLAN SHALL BE USED FOR DEMOLITION PURPOSES ONLY 3. REFER TO NOTES SHEET FOR DEMOLITION NOTES 4. ALL EXISTING UTILITIES TO BE REMOVED OR ABANDONED,SHALL BE DONE SO IN g ACCORDANCE WITH THE APPLICABLE UTILITY COMPANIES GUIDELINES AND REOUIREMENTS. =i a e . M / APPROXIMATE LOCATION OF 5 ORIGINAL ( PROPOSED PARALLEL PARKING SPACES _ ' \ (NO PARKING SPOT IDENTIFIED AS p ro DEMONSTRATED IN REFERENCE 2) S �a 4119 Mkall4 ' t� Lit 89yi ; t f¢ill 0 \ > y N KO36 CF BINMINW � / o IXISTING PARKING PALM ". CURB REMOVL TO BE REMOVED -, ��(�(�jjI �o ^ (TYPICAL) I REMOVE 180}SF OF p m SAWCUT ONE--- —��lll PAVEMENT,GRASS h SEED START / / .�OF&TUMINOUS / J >t \ O Z APPROXIMATE LIMIT OF BITUMINOUS ) }: k f! - a A Q W 0E- u�. PAVEMENT REMOVAL CONTIGCTOR / / , \' TO PAVEMENT REM FINAL EXTENT AS / / .( \/` NECESSARY TO ACCOMMODATE / ( - / )\. ,/'t i. J „J O M PROPOSED IMPROVEMENTS AND J LLI J PREVENT PENDING/PUDDLES d Z ONSITE.CATCHBASI IL v EXISTING BE REMOVED O W (SEE SHEET C-GDI) EXISTING PLANT PARKING to PRESERVE EXISTINGh / /_: / (T BE REMOVED CO BETE WICK /' ,- :.. (TYPICAL) I PAINT BE S7AWGUT LINE EX STING PARKING - (11'PKS1L)/ // (TYPrAL)EMOVEO /GLC65.114 /NV-41.151 / O BITUMINOUS RB REMOVAL LLJ Y O BTUMROUS m _ 1 CURB REMOVAL ti a 1. APPROXIMATE LIMIT OF BITUMINOUS PAVEMENT REMOVAL CONTRACTOR TO COORDINATE FINAL EXTENT AS Z NECESSARY TO ACCOMMODATE - J PROPOSED MODIFICATIONS O C � ICI PROPERTY OWNERS: APPLICANT: W PRELIMINARY - - C s NOT FOR CONSTRUCTION TIMOTHY RODRICUE C S R VALLEY, INC. SHEET N 330 CHAPEL ROAD 350 CHAPEL ROAD THESE nANs ARE SKIM.FLnnarc nlW AP OV MNBY THE TO sLxM aEauralrr 06074 WINDSOR, CT SOUTH WINDSOR, CT C—DM1 ARROVALZ OILY FRAIIL RANG LTAMF®ATROV®!Y THE 70N'N WALL E V»FOR 06074 SPIFFY 3 OF 8 I !EAEMENTRANTOR TYPE OF BER GRANTEE EASEMENT DATE FILED VOL/PG 'CALL BEFORE YOU DIG' — CONTRACTOR SHALL NOTIFY UTILITY COMPANIES OF R R N $ nFLL 3K1 CHAPS ROAD ao cHAPEL ROAD AccEss PENDING EXCAVATION AT OR NEAR PUBLIC UTILITIES. CALL 81 1 AT LEAST 72 IH�PLAN aEFERS To THE Fau_rnnNc: 1. PIAN ENTITLED'PROPERTY k TOPOGRAPHIC SURVEY DATED 03/17/1 s AS AMENDED. HOURS PRIOR TO BEGINNING EXCAVATION. PREPARED BY DESIGN PROFESSIONALS.INC. 2. PLAN ENTTLEO'G G R VALLEY PLUMBING CO..350 CHAPEL ROAD.SOUTH WINDSOR OT, O z r I PLOT PLAN AND TOPOGRAPHIC MAP'DATED O4/Io/1886 PREPARED Br SEBASTIAN AL. ANENT&P.E.rk IMES E.SHEEHY.L.S. SITE I PLAN SHALL PAN NOTcg. _ � e u 1. REFER TO PLAN BE USED FOR SITE LAYOUT ONLY zr 2. REF NOTE$SHEET FOR SITE LAYOUT NOTES _ SITE DISTANCE CHECK: .e N/F DIRECT ABUTTt�UST ..-. O 35 MPH 290 FT FT •..CT W� —250 REWIREYEM FOR ROAD � FT PROVIDED C =r • CI.OSEf INIER$ECTKN:CHAPEL ROAD 4:ELUNGTON ROAD(13003 FT AWAY) MAP LOT MAILING G ADDRESS \ o \ 22 „ � a ROM ,A�FAN Mw -_�..c®� \ \ - - .. _ Za„E:NIXt�,R.AL pZONING DATA BLOCK © ` " .' / +� ° �° SOUTH WINDSO,CT 06074 MBAR LLc - `®® \\ PWHHEELsSTOP CRLnE PROPOSED ACCESS 4 PARKING � / EXISTNC pROp05� 0 Z r(TYPICAL) EASEMENT IN FAVOR R Lot Arno 30.000 SF ma. 77.920 SF(1.789 acre4) 77,920 SF(1.789 aaee) Ti TIMOTHY RODRIGUE, TRUSTEE Lot Frontage too k.min. NY 1DE6 Vaai CLH4 `®® \\ AREA 3,595 S.F., 0.08q AC.21 200 tt. 200 k. SOU: WNDiaR IL min. Cr.114 MATHER FAMILY LIVING TRUST ,. � ,q \ ImperNoue C.—ge 15 max 8435R 386.45 k. 4x ��$� 65386.45 � 6�� 84.OS• 1+ g T a §§§S \ L°!Coxes d A €B1Y1I 13 a ��A41N SIPl�T MA71♦8H CLAY7oN D i - ®®-'-., \ 9e SOS max. 38.3E 41.SS 3j i� d 6 MiaSOR CI'Of071 Lp O \.. SuAding Height 2 STORIES x/4o k. <a0 k. d yy E i d _. Front Yard °• <40 k. C p dl full 35 k. 37 k A i1t r3� 6p Y Sae Yard 10 k. IO k. J7 k. # A$IS �1YEy _ 10 k. - - Rear Yard 25 k. 33.2 k. 33.2 k._ -. Interior LandeeapV19 fOS In. OX(0 SF) IXt(2442 SF)+• p EXISTING PARKNG •EXISTING L07 IS NON CONFORMING WITH RESPECT TO IMPERVIOUS COVERAGE / - PAINT TO REMNN - / - REQUIREMENTS PER THE TOWN OF SOUTH WINDSOR ZONING REGULATIONS.PROPOSED SITE MODIFICATION RESULTS IN A 210}SF REgKTION IN IMPERVIOUS AREA, h/ Mom') ` ENTRYWAY DOOR O (TYPICAL) / ++EXISTING LOT 15 NON CONFORMING WITH RESPECT TO PARKING LOT INTERIOR V o/ - LANDSCAPING REQUIREMENTS PER THE TCM OF SOUTH WINDSOR ZONING REGULATIONS. Z p F OVERHEAD DOOR p }0 V m 2 , PARKING TABULATION A w d e n >=p ZONE INDUSTRIAL Q) a u 3 USE FORMLLA EXISTNC PROPOSED REQUIRED m Industrial (Existing) I/700 GSF/ 1a,6ss SF ac 1 - — 21 spee Office (Existing) 4.s/1,000 GSF 6,230 SF 28 epacee Warehouse (Existing) 1/1,250 GSF 8.951 SF ° E 7'paaee% 6 Warehouse (Proposed) I/I,250 csF _ 2500 z OPoaee /1 EXIST PARKIN G NG 58 ex.etln p TOTAL PARKING 9 59 aces NEW PAINT PAINT TO REMAIN epacea• 48 ProPoeed• reWked I.. - STRIPING (TYPIOAL) (TYPICAL) + N EXISTING PARKING COUNT(INCLUDING PARKING IN FRONT OF OVERHEAD DOOR51 15 Z 1 NON CONFORMING WITH RESPECT TO PARKING REQUIREMENTS PER THE TOWN OF SOUTH Z F,Q WINDPOR 20NING REGULATIONS.APPROVED 517E PLANS ENTITLED xG t R VALLEY z Q F / - PLUMBING CO„350 CHAPEL ROAD,S UTH WINDSOR CT,PLOT PLAN AND TOPOGRAPHIC _ MAP-DATED OMIO/I9B6 PREPARED BY SEBASTIAN A.AMENTA,P,E.t JAMES E.SHEENY, a'N" a / EXISTING PARKING / L.S.DISPLAYS 36 SPACES(REFERENCE 2). W O�F- V PAINT TO REMNN / "CAL) 1 O - +DWRS PARKING REIL EF RUFAUI�E5�T INCWDE5 PARKING IN FRONT OF OVERHEAD J LL - - ` REQ/E57E PER SECTION 0.4.9 OF THE ZONING REGULATIONS TO REDUCE THE REQUIRED Q nI' D.59 SPACES REQUIRED, SP f:5 PROPOSED.WAIVER ' (V PROPOSED _O'. \ PARKING COY 10 SPACES, VAN ACCESSIBLE EXISTING WNPSTER 2 PARKING SPACE \ TO REMAIN. $ ENTRYWAY DOOR jL (TIPICAL) . / OVERHEAD DOOR (TYPICAL) VA ' = NEW PAINT ., PROPo STRIPING \` M ACCESSIBLE 1 (TYPICAL) 9.9' PARKING SPACE d _ - PROPOSED e_ — BOUARD `Q (TYPICAL) PROPOSED IA uL yQ 3 O 3 aj Y m 37.0 0 P e p_ i I � Z - a a � W � PRELIMINARY _H PROPERTY OWNERS: APPLICANT: N NOT FOR CONSTRUCTION__ n aAHa A�iYx NA/a.Hc AFPIIIOVID BY TIMOTHY RODRICUE AFrROYA<e O HWHa F AHe°ONBA°G"0N NisaB 7 E-T aHM1_HHE T r4EL TIMOTHY CHAPEL ROAD C 6 R VALLEY, INC. 350 350 CHAPEL ROAD SET SOUTH WINDSOR, CT SOUTH WINDSOR, CT 06074 ^`r—Spi 06074 91ffT q OF e REFERENCES: THIS PLED REFERS TO THE FOLLOWING: p 1. PLAN ENTITLED PROPERTY R TOPOGRAPHIC SURVEM DATED 03/17/15 AS AMENDED, PREPARED BY DESIGN PROFESSIONALS,INC. G 2. PLAN ENTITLED'G h R VALLEY PLUMBING CO..350 CHAPEL ROAD,SOUTH WINDSOR CT, a a y PLOT PLAN AND TOPOGRAPHIC MAP'DATED 04/10/1986 PREPARED BY SEBASTIAN A. Z N me AMENTA P.E.A JAMES E.SHEEHY.L.S. , ci GRADING BEFORE RE YO A PAN NOTES: s 1. 'CALL BEFORE YOU DIG'-CONTRACTOR SHALL NOTIFY UTILITY COMPANIES OF PENDING } <i EXCAVATION SHALL CALLING 811 AT LEASTGRADI 3 WORKING GETS PRIOR TO BEWNNING IXGVATION. 2. THIS PLANOES H USED FOR DING G&DRAINAGE PURPOSES ONLY J. REFER TO NOTES SHEEP FOR GRADING 8 DRAINAGE NOTES m 1 = ej o C {n ` i" i3 a a 8 L. �rF-6/2 Z L 0I-P Vw �w& KVZO v / o INSTALL TRAP HOOD - ON OUTLET IF SUMP _;% / / ALLOWS FOR SUCH - / / P i INSTALLATION. MAINTAIN EXISTING INVERT / N��. 1 J i Z F O IW._63.10 PROPOSED ACCESSIBLE / _ J J�p $ SIGNAGE,STRIPPING,AND ,t}." CONNECT TO l /,CLCB / / - J IL SITE IMPROVEMENT5.REFER / / - - - J TO NOTE SHEET. EXISTING 12'CMP -__/ J lam'/ TF=65]O // CL _ / F.L.63.90t 7. / /14V=63.10 / �V / i_ S PROPOSED SEWER CONNECTION TO EXISTING PROPOSED WATER CONNECTION '✓ / f �7 U SEWER LATERAL PRIOR TO CONSTRUCTION, FROM EXISTING BUIUXNG. �, 25'-12'HOPE V CONTRACTOR TO PER TEST PITS TO CONTRACTOR TO COORDINATE 5=0.005 / / / / ?'� DETERMINE EXISTING ALIGNMENT,INVERT. FINAL CONNECTION AND SUITABILITY TO ACCOMMODATE REQUIREMENTS WITH LOCH. / / / / W I PROPOSED CONNECTION.DESIGN ENGINEER WATER COMPANY. _ SHOULD BE CONTACTED IMMEDIATELY IF OBSERVATIONS ARE IN CONFLICT WITH PROPOSED PLANS. -CLCB TF=INV-6.3 CCB TF=65.49 :"ORROPoSED TYPE'CL'CB W/NEW TRAP HOOD TF=66.18 4\ Q ENV=59.0/ F 66.8 / INV-64.03 TC=7.80 TF-// .\ 4\ \ �s�; TC 88.50 5 S.a/ r BC=67.30 cca PB OAPUSF]) t �\ #r t INV.fi400 2500 d / O TF 6630 f /NV 54./O(EJ 'A- - -2� KL=65.00 C Y/ rt PROPOSED UNDERGROUND UTILITIES /NV-54./O(H) ✓�?/. �q PR hq f g\ CIFAIT CONTRACTOR SHALL COORDINATE WT WITH UTILITY COMPANIES FOR FINAL W HOPE - LOCATION AND DESIGN OF ALL 4 y' /OF ERr UTILITIES,(POWER.TELEPHONE. 5y \ IFAD COMMUNICATION SERVICES ECTJ 6 -/ F.L-65.00 GAS SERVIOE. CONTRACTOR SHALL COORDINATE Y / WITH UTIUTY COMPANIES FOR FINAL LOCATION AND DESIGN. r \ .. o PROPOSED 8'ROOFER ION 8 ✓_. .-. __ t�//h - 5\'� n"� LEAD CONNECT TO O FISTING CATCHBASIN. .8 110'-6'SOR-35 PVC CONTRACTOR TO MAINTAIN A 2d MINIMUM SLOPE ON CCB Z m � SEWER LATERAL, TF=672/ �A Q (APPROXIMATE LENGTH AND /NV=62/6(N) - 4 ��RR J ORIENTATION.FINAL TO BE /NV=55.17(Ej) W a DIETERMINED AFTER TEST PR CCB/NV=55.//(cVJ s> ;\\ V Z RESULTS FROM LOCATING .p `-4 _ EXISTING SEWER INVERT) TF=6730 TF= li \ \ TF=69..5 Q J o PROPERTY OWNERS: APPLICANT: Q CCB TF=69./6 - S 87 PRELIMINARY __� TIMOTHY RODRICUE C fr R VALLEY, INC. NOT FOR CONSTRUCTION '4 pyN \\� 350 CHAPEL ROAD 350 CHAPEL ROAD ET - R THESE PLMK ATE FOR KAMMIG PU11 OSES ONLY INTEDIM TO SEC7�TEGU ATMY TF=69.65 \ �.�\ SOUTH WINDSOR, CT SOUTH WINDSOR, CT C-GD1 $ APPROVALS.OILY R ML PEAK Sim ATE TOWN SHAM BE US®FOR 06074 # 06074 SHEET 5 Cf 6 I I I �j REFERENCES Q ; THIS PLAN REFERS TO THE FOLLOWING: a 1. PLAN ENTITLED"PROPERTY&TOPOGRAPHIC SURVEY'DATED 03/17/15 AS AMENDED, PREPARED BY DESIGN PROFESSIONALS.INC. H^ 2. PLAN ENTITLED"G&R VALLEY PLUMBING GO.,350 CHAPEL ROAD,SOUTH WINDSOR CT, a e PLOT PLAN-0 TOPOGRAPHIC MAP"DATED 04/10/1986 PREPARED BY SEBASTIAN A. 3 a u AMENTA,P.E.&JAMES E SHEENY,L.S. - EROSION & SEDUM NTATION CONTROL PLAN NOTES Yx x :i - 1. 'CALL BEFORE YOU DIG' CONTRACTOR SHALL NOTIFY UTILITY COMPANIES OF PENDING g EXCAVATION BY CALLING B11 AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING EXCAVATION. Cpq �u - 2. THIS PLAN SHALL BE USEO FOR EROSION&SEDIMENTATION CONTROL PURPOSES ONLY. 3. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE 2W2 �u CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL PLANS. rr 4. REFER TO EROSION&SEDIMENTATION CONTROL NOTES&DETAILS SHEET FOR EROSION& SEDIMENTATION CONTROL NOT i CONCTRI CTION S (D TENTION BASIN), - ._ ES. ^ L = re 1. INSTALL CONSTRUCTIOI ENTRANCE AT ORIVEWA7 LOCATIONS AS IN-ON PLANS.MAN_THE CONSTRUCTION ENTRANCE IN --- C 0 INCREASE TH CONDITION WIIgN 1WLL PREVENT(RACKING AN0 WASHING OF SEDIMENT ONTO ABUTTING PAVED SURFACES.ADD STONE OR - E LENGTH AS CONDITIONS DEMAND. -- , +o 2 STAKE-COT THE LIMITS OF GEARING AND GRUBBING.INSTALL EROSION AND SERIES WITHIN CONTROL MEASURES AT LIMITS OF - 1.SET POSTS&EXCAVATE A 8'z8' 2.STAPLE CEOTEXTII.E TO POSTS. w GEARING AND GRUBBING.CONTRACTOR TO CONDUCT ALL CONSTRUCTION ACTIVITIES WnWN LIMITS SHOWN ON PUN. _ ,. _." TRENCH POSTS &IE X V POSTS. ` u J. PLANS TOPSOL FROM AREAS OF EL'BE 9ANCE ANO STOCNRLE.POSSIBLE STOCKPLE LOCATIONS ARE SHOW(ON THE SITE - - 'PLANS HOMEVER,LOCATIONS SHALL BE DE7ERWNED BY CONTRACTOR WTH APPROVAL BY THE ENGINEER&LOCAL AUTHORITY / ANGLE POSTS HAVING JURISDICTION.RING SOIL STOCIa'ILES WITH A ROW OF SILT PENCE.ESTABUSH VEGETATION IN ALL LOCAL A SOIL THO THAT NWL REMAIN EXPOSED FOR LONGEN THAN 30 DAYS.REFER TO LANDSCAPE PUNS FOR TEMPORARY SEEDING A GLE PO TS r GEOIEXTILE REQUIREMENTS. 4. CREATE TEMPORARY DIVERSION SWAIM AS REQUIRED. 95 12" L r E 5. ANY DEWATERING ACTIVITIES SMALL BE PUMPED ro TEMPORARY SILTATION BASINS AT THE TOP OF THE SLOPE.PUMPED / ._/DISCHARGE MUST UTILIZE SILT-SAC OR APPROVED EQUAL MONITOR TO ENSURE DISCHARGE FROM BASIN IS NOT CAUSING ' - i - E}EROSION DOWNSTREAM. 2uj gz �IL 6. INSTALL STORM DRAINAGE SYSTEM.PROTECT CATCHBASINS NTH HAYBALES AND FILTER FABRIC AS SHOWN IN THE DETAILS. - 9 7. INSTALL PAVEMENT,SOEWAIXS,CURBING,TOPSOIL CRASS SEED.AND MULCH. / 3.EXTEND CEOIEXTIIE INTO TRENCH. 4.BACKFlLL TRENCH AND JURISd SIB zfg$ S. MINOR ADJUSTMENTS TO THE EXCAVATION LW MAY BE WATIOFD NTH APPROVAL OF LOCAL AUTHORITY HAVING COMPACT EXCAVATED SOIL C1Nk!TO ALLOW FOR PRESERVATION OFF E%STING VEGETATION. = IS FCg 6;E 9. ALL EROSION CONTROL DEVICES SHALL REMAIN FUNCTIONAL AND IN PUCE THROUGHOUT THE CONSTRUCTION EFFORT UNTIL SE t7�F $ FB ES�a THE SIT IS FULLY STABILIZED H VEGETATION. STORY DRAINAGE SYSTEM MAINTENANCE OPERA710.S - GEOIEXUIE COMPACTED BACKFBI _ n THE FOLLOWNG MAINTENANCE SHALL BE REQUIRED TO ENSURE EFFICIENT OPERATION OF THE STORM DRAINAGE SYSTEM _ O DETENTION BASIN AND/OR UNDERGROUND BASINS THE MAINTENANCE SCHEDULE IS INTENDED TO BE A WOE.AN INSPECTION OF _ALL STORM DRAINAGE COMPONENTS IS REWIRED FOLLOWING LARGE STORM EV7EN75(0.5 INCHES OR GREATER)THAT COULD CAUSE - -- Z�O THE DEPOSITION OF EXCESS DEBRIS. ; _. - CATCHBASINS:SHALL BE INSPECTED ANNUALLY AND SUMPS CLEANED WHEN DEPTH OF MATERIAL REACHES 1'AEI.VE INCHES. NCVm SILT FENCE L PAVEMENT SWEEPING:PAVEMENT AREAS SHALL BE SWPT AT LEAST(NICE PER YEAR.ONCE IN THE SPRING SFKIRTI.Y AFTER THE y END OF THE SNOW SEASON,AND IN TIE FALL AFTER THE(EAVES HAVE FALLEN.DURING CONSTRUCTION KEEP PAVEMENT FREE OF >0a N SEDIMENTS TO REDUCE THE TRANSFER OF SEGMENTS OfF97E. N.T.S. a EROSION&SEDIMENTATION CWG AN TR MTENAN PROGRAS(Ma-I Y 0 CONSTRUCTION REPORTS)- lZ 0- ug PER RECOMMENDATIONS MADE IN 714E 2002 CWNECTIGUT WOELNES FOR SOIL EROSIdV AND SEDIMENTATION CONTHd.PLAN,THE - EARTH W CONTRACTOR SHALL MAINTAIN WEEKLY REPORTS ON THE CONDITION OF ALL EROSION CONTROL MEASURES AND MAKE THEM STONE ANCHOR O AVAIUBLE UPON NEWEST OF DINNER,LOCAL AU7HgRITY HANNG JURISDICTION,OR ENdNFER.IN THE EV7DNT OF A MAJOR - RILE RAINSTORM.(0.5 INCHES OR GRATER)REPORTS SHALL BE PflEPARED WTHIN 24 HOURS OF SAID EVENT. CB GRATE EROSION&SEDIMENTATION CONTROI NARATIVE -. - FILTER FABRIC p 10.PRIOR TO THE START OF CONSTRUCTION,ALL EROSION CONTROL DEVICES SHALL BE INSTALLED IN CONFORMANCE WITH THESE I y m RAMSX 11.CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDWENTATION AND EROSION CONTROL MEASURES SHOWN ON 1 J QU �E ol THESE PLANS THIS RESI'ONSIBILITY INCLUDES IMPEMENTATION AS WELL AS MAINTENANCE.ANY PROPOSED CHANGES TO IRIS J/ FlLTQR FUN MUST BE APPROVED BY THE ENGINEER AND THE LOCAL AUTHORITY HAVING JURISDICTION. _ - SUBgU10E .I FABRIC PROPOSED TEMPORARY 12.CONSTRUCTION ENTRANCE SHALL BE INSPECTED REGULARLY ro ENSURE PROPER OPERATION.STONE SHALL BE ADDED OR INLET PROTECTION.REFER - REPLACED AS REWIRED. TO DETAILS ON EROSION CB TOP &SEDIMENTATION NOTES 13.CDII7RACTFR SHALL BE RESPONSNBLE FOR MAINTAINING ADJACENT ROADWAYS,(BOTH PUBLIC&COMPLETED PORTIONS OF THE &DETAILS SHEET.(7YP) - I Z ~O PROJECT)FREE FROM ACWMUUIED COST AND DIRT.STREETS SHALL BE SWEPT CLEAR AT ALL TIMES NOTE: 14.AREAS TO BE LEFT BARE FOR ALOE THAN 30 DAYS SHALL BE TREATED WITH AIR DRIED WOW CHIP MULCH OR SEEDED WTH REMOVE CB ORATE.PACE FILTER FABRIC. PERENNIAL RYE-BRASS UNTIL FINAL GRADING AND STABILIZATION TAKES PLACE, iOPOSED ACCESSIBLE If. REPAVE CRATE TAKING CARE NOT TO Q (AGE.STRIPPING.AND / I DAMAGE FILTER FABRIC.ARCHON W 0'.(.(off 15.ALL DISTURBED ROPES EXCEEDING A J:f ROPE SHALL IMMEDIATELY RECEIVE MULCH AND 1FMPdiARY SEEDING IN JPROTO NOTE REFER / ^\ WITH STONE OR EARTH PILE. ACCORDANCE WITH THE FOLLOWING APPLICATION RAZES: TO NOTE SHEEP. I J Q Z Id T RA,E. \\ CATCH BASIN GRATE Q `�3 STRAW 90U/1000 S.F. TEMPORARY SEEPING: RATE: - -- \ - a F - PERENNIAL.RYEdRASS 1.0//1000 SF SEDIMENTATION CONTROL. M LOB 3 _ 18.CONTRACTION SHALL CLEAN CATCHBASIN SUMPS,DIVER$gN SWALE9,h IEMPORpIRy SETTLING SUMPS AS REWIRED DURING \\ \ N.I:S Way` CONSTRUCTION. \ W � 17.CURING EARTHWORI(OPFFATIONS,CONTRACTOR SHALL MANAGE S10RMWAIER RUNOFF 50 THAT NO DIRECT DISCHARGE W RUNOFF THAT CONTAINS SUSPENOEp PARTICLES,(LOWS INTO RECONNG WATERS RUNOFF SHALL BE DIRECTED INTO ^\ �R TEMPORARY SEDIMENT SUMPS ARD(TREATED. Pr V } 18.AT NO TIME DURING 714E CONSTRUCTION EFFORT SHALL THERE BE ANY OPEN AND DISTURBED AREA GREATER THAN 5 ACRES ' �� - -$ WITHOUT SLT FENCE PERIMETER d:SET AREA. I ' III 1•KM _ TEMPORARY STOCKPILE FCN i9 FE1O+c 19.AFTER ALL SITE NORK IS CO/PLEIED.INOUOAG THE SPREADING D TOPSOILCULVERT AND SEEDING.THE CONTRACTOR SHALL CLEAN - - \ AREA SURROUNDED BY Fd 6 ANY SILT OR DEBRIS FRdA ALL STORM DRAINAGE STRUCTIIRES PAID WLWRTS. HAY BALES.CONTRACTOR 20.AT ALL TIMES DURING THE CONSTRUCTION EFFORT,THE CONTRACTOR SHALL HAVE AVAILABLE THE APPROPRIATE EQUIPMENT _ \ SHALL ADVISE AND MA WATER APPLICATION FOR THE WRPOSES OF ALLAYING COST.APPY WATER,SUITABLE NATERI RELOCATE LOCATION AS ALS OR COVERS TO _ NECESSARY TO MATERIAL STOCKPILES AND OTHER SURFACES THAT CAN DIVE RISE TO AIRBORNE PARTIWUTE MAT/ER.COVER,WHILE IN _ s> NECESSARY ACCOMMODATE SITE NOTION,OPEN-BONED TRUCKS OR OPEN-BppIEO TRAI.ERS.MINWIZE THE VOLUME OF WATER SPRAYED FOR CONTROLLING ACTIVITIES AND PROJECT COST SHEEN. . PREVENT THE RUNOFF OF WRIER. TI OSCHAROA IN COST CONTROL WATER SHALL CONTAIN OR CAUSE A VISIBLE $pa PHASING. 1JFRprI p(Ftir OIL SIIFEH,FLOATING SOLIDS VISIBLE DISCWORATION,OR FOAMING IN TIE RECONNG STREAM. R' 21.THE BE ER SHALL ENSURE THAT CONSTRUCTION ACTIVITIES COMFY WTH THE NOISE� ORDINANCES OF THE AUTHORITY ['HANNG JURSDICTIOl.' _ - 4 PROPOSED -. d YM➢IRG qll�1P6P5 L/) 27.114E CONTRACTOR SHALL EXCAVATE A PIT TO BE DESIGNATED AS A WASHOUT AREA FOR CONCRETE,PAINT,pN0 OTHER 2'JO0 S 5 i4r w+ewm Z MATERIALS.TH5 AREA SHALL E4E GFANLY PUGGED AND CWSiRUCIED TO BE ENTIRELY SELF-CONTAINED.THIS AREA SHALL a FFaB].00 „Y BE OUTSIDE OF ANY COFFERS AND AT LEAST 50 FEET FROM ANY STREAM,WE7lAN0.OR OTHER SENSITIVE SOURCE.DUMPING °$ , O $ OF LIQUID WASTES IN STOR11 SEWERS IS PROHIBITED.THE WASHOUT AREA SHALL BE INSPECTED AT LEAST ONCE A WED(ro ENSURE STRUCTHRAL IN7Ed51Y,ADEQUATE HOLDING CARAgTY,AND TO CHECK FOR LEAKS AND OVERFLOWS.ACWMOAIED -DEBRIS SHOULD BE REMOVED ONCE THE WASHOUT AREA REACHES HALF WAY FULL OR IS DEEMED NECESSARY TO AVOD - 9 9 9 A > OVERFLOWS.NEMOVE AND DISPOSE OF HARDENED CONCRETE WASTE CONSISTENT WTH PRACTICES DEVELOPED FOR THE WASTE TORE CRAZE lL OSPOSpL ;' 23.THE CONTRACTOR SHALL DESIGNATE A WASTE DISPOSAL AREA FOR TEMPORARY STODGE OF MATERIALS TO SITE. REMOVER FROM THE SITE.THE DESIGNATED WA51E AREA SHALL BE SELECTED AS ML E SCHEDULED TRUCK TRAVEL THROUGH THE SITE.THE AREA R WILL NOT BRAIN DIRECTLY TO ADJACENT NETIANDS.MEDIINS SHALL BE SCHEWLED REGULARLY TO CAUSE L 114E CONTAINERS v 9 FROM E IDENTIFIED SPILLS SHALL BE CJFANED IO IMMEDIATELY.DEFECTIVE CONTAINERS THAT MAY CAUSE LEAKS OR SPILLS 9 R WILL RE IDENTIFIED TIIRWC41 REGULAR INSPECTION.ANY FOUND TO BE DEFECTIVE WILL BE REPAIRED OR REPLACED IMMEDIATELY.ANY STO2RPIJNG MATERIALS SHOULD BE CONFINED TO THE DESIGNATED AREA AS DEFILED BY THE 9 i? CONTRACTOR _ SILT FENCE 9 B B tg 2C ALL CHEMICAL AND PETROLEUM ♦} (TYPICAL) ANCHOR WITH 7W0 2"z2"z3' PRODUCT CONTAINERS STONED ON THE glE(EXCLUDING THOSE CONTAINED WHIN VEFHOIES f' !�(III (I)�1 I\ STAKES IN EACH BALE AND EQUIPMENT)SMALL BE PROVIDED WTH IMPERMEABLE CONTAINMENT W UCH GULL HOD AT LEAST 1101f aF THE VOLUME OF - _ I \I I` I I/ I I/TI4E LARGEST CONTAINER.OR 10;OF TI4E TOTAL VOLUME OF ALL CONTAINERS IN THE AREA,YMICHEV7]7 IS LARGER.WTHOUi Q ail EXCOVEEPT F FROM THE COHTAINYENT AREA ALL CHEMICALS AND THEIR CONTAINERS SHALL BE gTORED UNDER A ROOFED AREA A`Y E%CQ'T FOR THOSE CHEWCALS STORED IN CONTAINERS OF 100 GALLON CAPACITY OR M REWIRED.DOUBLE-WALLED TANKS SATISFY THIS REQUIREMENT. ORE,IN WNgI CASE A ROD'IS NOT �� o I g 25.CONTRACTOR SHALL COORDINATE W H THE PROPER AGENCIES FOR RELOCATION O'ANY UTILITIES OR SIGNS 2 t I $$$$ ET PPROROTECTION.TEMPORARY STRAW BALE INSTALLATION CURB-LESS INLET 26.IF REQUIRED.AN APPROVED EROSION CONTROL BOND SHALL BE PREPARED BEFORE THE START OF ANY CONSTRUCTION INLEr PROTECTION.REFER = Z Z acnwTv. ro(ETAILSMEN ON NOES - AT CATCH BASINSPROTEC110N DETAIL' &MAIL SHEEN NOTESO Q m 2].FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL ALL BE PLACED OR COMPACTED ON FROZEN GflQUNO. &DETARS SHEET.(lYP) "J -, � - N.T.S. N.T.S L J ESTIMATED CONSTRUCTION START DATE - JUNE 2017 - - Z Q w ESTIMATED COMPLETION DALE - OCT 2017 Ii G PROJECT CONTACT INFO- - - y W [TIMOTHY ROORIGUE] '- [880-289-6896] o C Z Ito PROPERTY OWNERS: APPLICANT: LY W O PRELIMINARY s F rn v THESENOT FOR CONSTRUCTION - TIMOTHY RODRICUE C & R VALLEY, INC. MV L>f. O LY FOR tNM1LIfNG LNILPoaes N71LY BNreo®TO SOCUM LIEquTnMl - - _ 350 CHAPEL ROAD sHEEr 6 AwrovAu a�T L3aL nars°a"T`M`'10N TIE TOWN SHALL LLB UM FM SOUTH CHAPEL OR, CT 350 CHAPEL ROAD 06074 SOUTH WINDSOR, CT 06074 SHEET 8 OF 8 i { LANDSCAPE PLANTING SCHEDULE REFERENCES: SQn THIS PLAN REFERS TO THE FOLLOWING: NIN LANDSCAPE NOTES' 1. PLAN ENTITLED"PROPERTY&TOPOGRAPHIC SURVEY'DATED 03/17/15 AS AMENDED,_ KEY OTY BOTANICAL NAME COMMON NAME SIZE TYPE NOTES PREPARED B DESIGN PROFESSIONALS,INC. @ r UOM 2. PLAN ENTITLED G&R VALLEY PLUMBING CO.,350 CHAPEL ROAD,SOUTH WINDSOR CT,I OFccw•irnia'S�REWiR�E AxD N DLVE 5P_E5 51AD EBE A`O"G T"E DECIDUOUS TREES PLOT PLAN AND TOPOGRAPHIC MAP"DATED 04/10/1986 PREPARED BY SEBASTIAN A. ,I.O `_ z. ER E51S NO D D,LU ND"xwPE BUFFER AREAS. IBPANDs I ,X 63 B. D ro BE SEEDED suALL RECEIVE FOUR(4)INcu-s OF rRsaL�,saL AMENDMENTS AND AFAR 1 AINr x.heernanll'Armatrang AIZnetrang Maple 2'cd. B&B PLANT AS SHONN AMENTA,P.E.&JAMES E.SHEEHY,L.S. o iwL�clsi.Di urER AND rwmIAII LAW"11EAS UNTIL ALL AREAS ARE STABILIZED AND ACCEPTED BY E�TMarorlceor�cirleaw.r SHRUBS LANDSCAPE PLAN NOTES: �r q OF ANSI zro.l 1. 'CALL BEFORE YOU DIG'-CONTRACTOR SHALL NOTIFY'UTILITY COMPANIES OF PENDING �y rEar w JCPC 8 JunlpeNe chManelePfltieNano Campacla' Compact Pfllzr Juniper Na.7 CONT. 4'O.C. EXCAVATION BY CALLING 811 AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING EXCAVATION. $ +� NORr ni�DaisE"sLDrw-RDev L oEBRRrauscu s,D v—RROUS,BROus5=SY�L iNa¢v ALL PUNrs g N1 PIJA 11 Plerie Ica'MwntaN Flre Mountain FMe Pieria No 5. CONT. 8'O.C. 2. THIS PUN SHALL BE USED FOR LANDSCAPE PURPOSES ONLY II sll�`aLi WAVE 1U—DEVE-o F.oRn wiT" iup Pvo ' xE KE YS ErSEECPROVIo o«LrOR ESW )SON �3. REFER TO LANDSCAPE NOTES AND DETAILS SHEET FOR LANDSCAPE NOTES o K • E. FI EOItG TaRr sr"AsTiMOF xEx+usawoernr '"a"R`'T POID 10 Phyeaearpue wufdWe'UUJ.DaHI' Little Devl7 NFnabark N.3 CONT. F'O.C. 6 • 1 AND THE LATEST EDITION I' snu�suv` D HALLS ARE NOT ACCEPTABLE- g i z w. - U aRnLsrRr"API CLAATING C THE'AnERITA«STANDARD FR wIRSERr srcGK• CRACKED R BARE-ROOT PLANTS- LAG NBTu aDEauwre F Baaus RARE, US M Tu A OF nuD BY BEING PUDDLED MMEmaTELr AFTER ruEr ARE DUG,R PACKED N n MNanEmRmmEaFme rAff rj z B Eru an ANo wImLE TIME FR TUE R.aor roFaaxoa -, ® coHrA NER Gaawru STOCK GROHN IN A OONTANER FR sUFfc ENr LENGr R ma.E Rr�i FxxrmEMsrffBNnLasLwrxAr srsren ro WAVE DEVELRE.ro HOLD r5 SOIL TCG ER F cereAxNNE slase.EATrre ra see =T^.."Ea STocK SN.u.L Nor BE POT BLAND - rcrlEmorMLLrmEswE+&rIETRax co«ruxER srccK sIULL Nor N L N E ruE cRTA NEa arrrooFlLoorBNLRURIro RNG SNorWmF«WLffALNFama --_._. r! FALPN GZCTMEFDI 0.MATO CONOTONS Sln V.R TO THOSE«THE LtXnl Tr R RaxY� lstis wm TroaFnEAaoi BNL _ - , -_ a� • 1 PLLmsN9 RmlrmaAl.1 RPMInI«a,FMmNle�m 0 ±o "ATI-TOBYUGROKT,EXOOrTRENwOR uc DEN rs UI-TU�E BEr EGLEc BY O� ER MAGE z.xulmwUmewro RooranL _ .- F ] CON C PLANTS FgIND ID BE REPLACE T DOOR DA IN Ue1H gLT IONEITION pURNG WARRANTY PEKOE ATE NTRACTR5 IXI�ENE TREES AND 6FACoi"D 5H 5 c ONn IN UL CONDTON AT D it ND EKTEND WARRANAD TY PERIOD IrMAatoomrRxE selrlerw LffD. / RBL IBIF.:FAJM FCR THE REPLACEMENT PUWiS. s. CONTRACTRITRE5PDN5IBLE FR PLANSi SUN R FAVRABLE AREAIHERICONTON-ANDRE'� ENDED Lw maw 33 y sWT PR PLANT EUa L LAND —TNT AT A IN DER FULL eIL Tr R AMN aFTI.N ra�aLl6E q/5Iff SCD�NrRAcrDR,PLANTI.D ERATT 5 MAT BE GONDLITEDo ER UIiSEAw,uBLE cRrnTIONS,BUT wTHour ^"""•G wlmwlos _ p j NI AL CONgP-5 IX 5T TD REDUIRE PLANT NG OUT—THE ABwE nNaal6»NE 0 Y vAauNCE m nLE PLANT r.G sFAsaN HILL NOT AFFECT TUE are YEAR PLANT uG FAY NmTRNLocesrrR«T oarAwmrx I.BxcaYAmo / a Apart RAL on NBraomxx GUARANTEE PERIO� SPECIFIED DATES,TUE to-T-TOv-HALL B m wart HG OR PEan sslW+Br TIE D+uERs rAwsaLmwaaoorwLMSE {8 aI'DIIII. IT ERSUBMITOF AL SUDSY TUTION COLLECTD PLANTS ARE `' ILL _.SpAT,I.SOIL�"� F ORDER "" / r 'n i DME)-HALL BE EGDAL TO a , , 2 `F��NG,rNE TMI R OTO�N prL OBTAIN TO TEST FNOM A CERTIFIED SU BRATRY FR W r ,o a" EDN R PHN [st�� pSPECIFIED*OE 5I E ECO E D ONS FR APPROPR ATE SOIL AMENUMENTS FOR THE TIPS-D I ��$� 2A. ME SHALLBEPELLETED LIME MANUFACTURED TO MEET AGRIWLTDRAL STANDARD-AND D TAIN A 2 B OX DE Fo EF CAI`.-IU1 DOD'.B I..SOIUnTR-r LEG)rD ACN E A n N nUn of � TREE PLANTING DETAIL G`E"EPER °"° '""I°�"T REA.FEar DER -HALL BE A n H%DA OF o RGANK 1 1 I �J Notto Soak - I2 c oR FERT L zER suALl BE USED FOR AREA DLsnaBEo w TH n w-rLANos R /IS Z o 0 2 D r"''IUZ R MZENATERIALS DELIVERED N IFAwnNPlRial'' PoaE«MANNER ro PREVENT / _ �`/ - - >SO W INDuoP" Ew Y AN DI ENED,AND UNDAMAGED /,_. o J J ON. I2 E ENtEIZERTI PIANi NO WILL NOT F0.Low PLAC NG OF PLANTING SOIL w TN N A FEw DAYS -- N W B NO PLANT, AND"GERENNULs sH L BE INSTALLED ATF2'DO.,UNLESS OTED IT EANNUAL-PP`Y 2.OF - m j Q N A. Pu v NE NHIAL suall BE PUNreD LEss THAN Two FEET Faun N K U Z O 5 SRE UR ,E55 RIB'caD EUSE E TSIwR,EAO'Oi u rOSNSIEC�IiroN FOR cONFORPTrtY To THE - a- m O 3 ao O 1ITONE,AN a N AR T r A R PLACE OF GNOMTH AND UPON DEL VERY CON RACTceE.ONnE5PON5IB�F TO SUBnITT CEERTMiFcnTEs OF INSPECT—AS RDUIRED BY OUVERNMENTAL G HUT-T ESA LAN E SH PPED W TT—T F GATES OF INSPECTION REDU RED BY -'" 0 AUTI DR TIES. < PPLICABLLEEATO LAND ffl OSCAPE MATER=AND LS ERIA S.A IT PLANTS FOR nwcDNTN�"woRKnA"-LAP THAT FAILS To MEET TIE IIIGUEST £EI AFAR MA ""RES w`ER��RE'I UTP IN DRAGE WB u w APPaweD AN aANsv RAN BIMMEDIATELY AFAR"IN GDDD / I - M.B BT L�7 TAAG PLANTSw"NB°OT INI NAME ID ERE IN,�cCoaDANGE MITI THE-TANDARDB OF JGPC IR n c DwL PAc SArro`iDft PRLANTS w TH-CYLE TD ENSURE PROTA TION AGAINSTINJURY. / q 1 rovDAMAGE HY SUN,w ATER I TON TO SITE AND DDUR rG T TEI�PDRARY STRAGEEBEf RE PLANTING Ep REWtliBYEMS - T D 55RENL RED Br l uJ SHALL ACCOMPANY E -HIPnENT w E R ORDER To �, - W NERT MCAON SHALL E F LED w TH THE OWNER SOE SE£ I].E_ LL BE PQND w RE m a MANNER THAT COULD DAMAGE R BREAK TUE 1NE _ B. s,INCLUD�A_EOULE OF SIZES,to _ "ETA -� PLETE L5T A4J NOS.T I ' IA x < IN. m FURN sHE.T ID ALL HE ni IFASII-AT THE PLANSNG N n 5 ZE TIN.—ED ON THE DRAwmG- LARGGEER STOCK B LOMIYSML � LOTHE V > � O �I ACCEPT -F,A ADD TONAL COST AND IN—DING THE LARGER PLANTS HILL NOT BE OUT BACK TO THE Q F 2D- oIR THE TREL,nFONTIE—A Uft D FROM THE cR—OF TH MINIMUM E DESIGW.TETI N VI PLAUTE1"T R THE OFgyLFNG HOLE J a a 2 AND SMALL TREE,5H L PLANTSSNnII MEET SS THE R"EDIT R-ENTs FOR SPREAD AND HEGHT mD ED IN THE } 0 (� TAW EOLMOMXI RWTBNL 2z- INTG ww«�SHALL BE PRESENT LATH A DIAMETER OF MORE THAN NCH AND SUCH MOUNDS MUST -EFuabrW+T— � :• � IVATED / � `�✓.�< - ILL ¢��LL. I n EMULSION PRw pNG�A PRDTEcTDVIE<ICEwETRH PLANT PRESGMtE501NAT RWT I WIEfEA -I _.. J O S TO PERMITTRANSPIRATION. DAD LED N DA w BxLooeseDTSHFT. T- SETILEMDa / \ O - J III J C > z4 PTPIao°"ST`u`ANT5 TUAT IISS`uAal"-'IFFRroFP"uNr AroIINTs of SALT, OIL,AID �� Z NIEc LUAMYBOLS NCLLOE MEFOLLOWMGUSDATEXmRYDU656FAi IXiBA IR AOAYW"TEHF OF - DNANSASpo - BETWEEN 1TO—U0AN.SMOY LQWN10G0.TLOAM.NOTETHATSOLSATTHEOUTERLBBTBOF Z T PRUNEMATTER , D,A ETROALG TH THELDAN 0.ASBfIG110X5NAYRiE5EM5PEWd%WITNG HANr NDPRO[1E1 MITMROIPATBIBYTHSDEINL. \\ \ ."..- •." / V a 25 B RE LrLADER PPLANNITAB"5. ERV TH c NTRAL EADER 1—ALL E T PROMOTE THE SYMMETRY t \\\ O r RINEOF ENE U T C F "CREx TREES wLLT TI TTO REUPIVE BRDKENB DAnAG LOA4YBOl5MEDERNEDISGYVJHI1MOR—KYN—EEDUg AMLttUNEOF5WO5kTMV00AY `\ \\� ALL TREESEED IXD.IACENT TO HALK 1 R EN VEwars-HALL BE PRUNED IND MAINTA NED TO A PMTSLESWITTAaHbRXIUP—SYDNVWBGHTOPoNII UhM..THESaI—TDTSE W 4 M p W • 25A. RANCH HG HEIGHT OF]FEET ABOVE FNSH GRADE CpIPAC1EDA5TOMPEDERWTGWWMDRDRAWK£THE SOL BTRUDTUTE—NOTBEPIATYOR S 26.a"LC I TO E APPLIED AS Fq.LOwL PLANT BEDS,AND OTHER aRFAs A5 DESIGNATED Del DRAW NGS SHALL UA6NE.TIESOL 4USTDE TESTED.RTEMURE.RAMC G—ILTYPH—HU1REMVNUEORION - \ \ Ti AIRA55 TO RRIF VE PNLGH. TODETERMNBIGI MRSEUKTIOHSNBMYroDITONR50LMPR0YTLEMS. _ E D. 26.B. LACEIM. PLACE MULCu i0 REWIRED UNIFORM OEPTH:.ONN AFTER PLANING TD PREVENT DRTNG OF D .LAY S SOS ROINOO ROOTS W NOT PLACE nuLCH wITHN nN OF TREE UST-� T LARGER NmES: \ A UN LD, DET.OF 20 NCHES FOR TREES FIANIED WNONRESIPID1m SDILCOAOLIIONB \ nUI ILCH SUAII ET6 MONTHS OLD, E,5uREDED NA iHISpETPYA55UYE5 aNi TIEMFAOFLDMIY504 AVAV9LEi0 F!&H iREEIGAIIPIeN1Y OF .. N L NG AN / « I iN FR E OFR;i nI..- NDV ASSO.M(E0050.FD / E TWOS UNTBLE ILnMAL ACCEPTANCE OF WORK - - ENRANCE SNALFL INOLV ES NECRESSA r TO na'wnTXR�,AND AEFPLIC TI W OF APPRaMN— \. 2,L PXT5 TO P q R GaaDE AND« ,R"RES"RE P ANTE SA Ea a„aD AD NT SOIL IMPROVEMENT DETAIL \\\ n D K AS SIDI As POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEAT14ER L NHL to Scak = T .•.,. MATERIAL AND RE E DEAD MATERIAL ` AND SON 27 E DURING AND IMMEDIATELY FOLLOWING PIANr NGAITGE Br WATER PLANT xGS N A SAT SFACTORr MAwIE FORA RIOD R FOUR WEEKS OR L A¢EPr Rf wHNEvSR ES ESSESRE PR _ B PER C_D ngNS, - NG WR NG IXCE55 VE Rr PER ODS WRNG FQ TDT"E'"EERC Te u 3"HIGH EARTH SAUCER(TYP.) a•�D 2]P C EP CONSTRUCTION. UNDER 2"SHREDDED BARK MULCH EOf GIARAK ILL BE RIN R SD ALL BEFORE YOU DIG SI BDD-w 2 A.BB AT LEAST TWO FULL SHALL B LANDSCAPE CDITRACTR To'EN,EY A L EX STING CONmT R5 PR OR io _ REMOVE BURLAP AND TIES I Laver ON,-UPPRT,PROTECTION ANo REsrORATR R ALL - - , H / (n B T L-Tl'DscAPE cRTRAcroa FROM TOP 1/3 BALL i L WN a z wRKNG DArs TXC ro INS RE— AND DSPOSE Of ALL CCNSTRUCTR DEBRB FROM SITE PER✓.NoscaPE 11nftCTR To GwERN NG REGuunan zsao5F 3 ADN-TRUCTCN-rtE-ro BE N a CLEAN, LITY-TI4C—n AT ALL rnEs 2'SHREDDED BARK MULCH � F.F.>•6y.00 O 3i Al.L aEaU aeD PERM Ts ARE THE RESPDnIeIUTY R TUE u«rxAPE couraAcroR Tws waL IncwDE ....-- .. GROUND COVER BEDS '� �• PIJA (A Be. uDscAPE conTRAcrR slaLl PRwR FNE GRarnlc woaK FOR THE ENr RE- SIT - _ $ ALL AREAS TD BE GRASSED OR LAIDBCAPro GRADING MUST PRwIDE PROPER POSIT VE DRa«AGE awAY .--- .. ALL -AND NOT LEOVE ANY P IPS HHERE STANI MATER MAY COLLECT > COMPACTED SUBGRADE(TYP.) 2 W GSA Tu.EE LOCAAT on oF`NA"LOITTREEsS SAID WALL BE STAKED FR APPROVAL BY TIE D.WERS ..--- REPaESENTArvE P—R To NSTALIATION PLANTING SOIL MIXTURE(TYP.) POLED _-.,. POLED d' SEEDING NOTES: �� s 4 BALL DIAMETER JCPG v LAWN (w-,NN AREAS) +12' 4 EEAUEGFS __(BEVAR ETES) OF MITURE ro OF MxTUaE SHRUB&GROUNDCOVER PLANTING DETAIL 5 s z MA NTFAwNCE PERIOD BY TUE OPNER�'aE"GMnND eAa"ETaiD REPaEOaEeR�EosAR"FTAsiIS EDT ORFY xams<ak - POLED a N 3 0 b e Q a W a PROPERTY OWNERS: APPLICANT: J TIMOTHY RODRIGUE G 6 R VALLEY, INC. SHEET 350 CHAPEL ROAD 350 CHAPEL ROAD �+ SOUTH WINDSOR, CT SOUTH WINDSOR, CT C�LS1 06074 06074 SHEET 7 GP 8 8 �~LL I- 12 (BOTTOM OF PAVEMENT SECTION) 5 t 1�SIGNS SHALL BE 18 GAUGE � HANDLE FLAT SCREENED ALUMINUM BLUE WARNING TAPE 3 N �i 2. FOR POST MOUNTING,REFER NOTES. 2" " TO'ACCESSIBLE PARKING [&,—AND 1.IN SANDY SOILS APPLY DAMP PROOFING ON m 7—SIGN POSY DETAIL ALL FOUR WALLS. --- T 2 HANGER PLATE RAVEL BACKFILL3. FOR WALL MOUNTING,USE PIPE SZE10" CONNDOT FORM 816,M.02.06a GRADING'C'OR APPROVED EQUAL FOUR HOT-DIPPED NWHITE TEXT 2.RED BRICK NOT TO BE USED. L \ *GALVANIZED LAG BOLTS A ]� FILTER FABRIC g`� WITH EXPANSION SHIELD. RESERVED BORDERS 3.WHERE PRECAST CONCRETE UNIT IS USED A A 6"MIN. \ PARKING BLUE FOR SUMP,THE TOP OF THE UNIT SHALL BE \ d =. i� AT LEAST 6"BELOW THE BOTTOM OF THE PIPE REWIRED BACKGROUND +. o 1 2• 9 _ 0_ OUTLET FROM THE CATCHBASIN. I.._g / VIOLATORS WILL BE a 1/2" \ F •� a• FINED MIN f150 4. WHERE MASONARY CONCRETE UNITS ARE N j\� SAND BACK FILL PER CONNDOT FORM 816, Lm �• USED CORBELLING WILL BE PERMITTED. I —— \ M.03.01-2(FINE AGGREGATE) •�w j• (L) (D) MAXIMUM CORBEL TO BE 3". L I I A B PIPE SIZE WT.LBS.T WATER OR FIRE SERVICE L u (R) ► 5.ADJUST FRAME ELEVATION WITH BRICKS 6" 5' 16" tz" TO 5" 70NOTE I (P) NO ARROW TO 12". m 18' 12" a' 751.MANUFACTURER CATALOG \ NMI. ' o VAN ACCESSIBLE zo" 12" 10" 85 NUMBER TO BE INDICATED 6.PROVIDE 6"OF 3/4"TRAPROCK UNDER PLAN VIEW 22" 16" 12" 100 ON SHOP DRAWINGS FOR SAND BACK FlLL PER CONNDOT FORM 816.CAST IRON TRAPS. a 411EACH STRUCTURE AT BASE. 25" 17' 15' 135 M.03.01-2(FINE AGGREGATE)28' 20" 18" 155 �// T' aSgypLw s;7@FS FINISHED GRADE 0 13/16" z NOTE: RESERVED PARKING SIGNAGE q3/4 " CATCH BASIN TRAP HOOD 18 18" INSTALLATION WITH WATER SERVICES SHALL BE IN j pg aa�€1.1'-S 3/8" 5" ACCORDANCE WITH CONNECTICUT WATER s E N.T.S. 4 13/16" 3'MIN N.T.S COMPANY STANDARD SPECIFICATIONS. TOP,FRAME. BRICK I' t PROPOSED GRADE WATER SERVICE TRENCHAND CRATEEVELERS N.T.S. (r1SEE DETAIL o 1'-e 3 a" z PAVEMENT SECTION OR ACCESSIBLE PARKING SIGNS' I 12 12'12 LANDSCAPING FINISHED GRADE 0 I.D. + 2' NOTESo2"U-CHANNEL POST7 5/8" 7 1316" ' IN. a - 1. IF CLEANOUT IS COVER 2 6"DIAMETER STEEL PIPE FILLED W/CONCRETE — w DEPTH 0INVERT LOCATED IN PAVEMENT OR VARIES S E PROFILESd: _ �:• WARNING TAPE-MIN. 12" SIDEWALK, PROVIDE STEEL m a°d in m TO BE PAINTED W/ONE COAT RED OXIDE MAX. 24"ABOVE PIPE > e + .e _ FRAME AND GRATE. > o PRIMER&TWO FINISH COATS L T • "' APPROVED BACKFILL PLACED AND SPECIFICATIONS TO BE a 0 3 m (COLOR PER OWNER). ',`. COMPACTED IN 12"LAYERS o PAVEMENT T APPROVED BY TOWN to s 1 2"EXPANSION JOINT f� (OR AS E LARGER APPROVED) ENGINEER. -Tr 1 I. s... 6"PVC. O NO STONE LARGER THAN 3" N.2'P" ';T SAND BEDDING PLACED AND 12'>' STANDARD WYE OR SECTION A—A SECTION B—B COMPACTED IN 6"LAYERS 45 DEGREE BEND •" •:^f4?.. NO STONE LARGER THAN 1-1/2". USE TEE/WYE .R cf?e MATERIAL SHALL �•,3 0$ $ 12"DIAMETER CONCRETE MEET D.O.T.M2.05 j i.> FOUNDATION COMPACTED SUBGRADE CATCHBASIN TYPE 'CL' 6. IN. ° °°°°°°°°° IILDIRECTION OF FLOW 3/4"BROKEN TRAPROCK N.T.S. 6" IN. UNDER BEND Z ACCESSIBLE PARKING SIGN POST BEDDING ON SUITABLE NATIVE MATERIAL OR Z F O 3/4"CRUSHED STONE BEDDINGIN ROCK O V F N.T.S. MATERIAL EASA UNSUITABLE DIRECTED BY THEENGIN ER. ROOF LEADER CLEAN OUT C V 1" MATERIAL SHALL MEET D.O.T.M.02.1 N.T.S W I=H SLL TROWEL ROUNDED CONCRETE FOR 3/4"STONE. J W-o Y { ~ n9" BACKFILL TO SPRINGUNE OF PIPE WITH 3/4" a Q ._ 6"DIAMETER STEEL PIPE FILLED W/CONCRETE STONE OR COMPACTED PROCESSED AGGREGATE > V IL_ TO BE PAINTED W/ONE COAT RED OXIDE WHEN USING POLYTHYLENE OR CPP PIPE EXPANSION JOINT PRIMER&TWO FINISH COATS toAGAINST CONCRETE (COLOR PER owA STORM SEWER TRENCH SECTION oZ1 "' SLOPE TO DRAININ � N.T.S (} LAWN/ STREETS/ 9. CROSS-COUNTRY PAVED AREAS REFER TO PAVEMENT SECTION DETAIL TOPSOIL&SOD OR SEED FOR BASE AND PAVING REQUIREMENTS. n CONCRETE BASE c^i "0s 4NON- mogm ORGANIC BACKFILL MATERIAL 3" PLACED AND COMPACTED IN ONE FOOT(1')(MAX.)LIFTS. z WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345,AS AMENDED,PLACED > ACCESSIBLE PARKING SYMBOL CONCRETE BOLLARD �' 12"(MIN.)TO 24"(MAX.)ABOVE o= N.T.S. N.T.S. TOP OF PIPE. SAND BLANKET n 12" PIPE,AS SPECIFIED P 1/2 0. PIPE e•;t. � SEE DETAIL i n ACCESSIBLE PARKING -� `. 3/4"BROKEN TRAPROCK a SIGNS'(TYPICAL) 1/2 0. PIPE � o SEE DETAIL 4 'ACCESSIBLE PARKIN 6" IN. SIGNS'(TYPICAL) 1'• ` PIPE•-•"1' 5' 10' 8' e' SECTION PAINTED DE (TYP.) SANITARY SEWER TRENCH SECTION J ii 4"WIDE MITE N.T.S a ;y PAINTED LINE(TYP.) W PROPERTY OWNERS: APPLICANT: ADA PARKING LAYOUT I'. NOTES: TIMOTHY RODRIGUE G 8 R VALLEY, INC. 1. ACCESSIBLE PARKING SPACES AND ADA PASSENGER LOADING AREAS 350 CHAPEL ROAD 350 CHAPEL ROAD SHALL BE GRADED WITH A MAXIMUM SLOPE OF 1:50(2%)IN ALL SOUTH WINDSOR, CT SOUTH WINDSOR, CT SHEET DIRECTIONS. VAN ACCESSIBLE PARKING LAYOUT ACCESSIBLE PARKING LAYOUT 06074 06074 C-D1 s 1 N.T.S. N.T.S. i SHEET 8 OF 8 I: j. LEGEND o=g g EXISTING DESCRIPTION \\ I�m Y F ^\ Irp� 'o•$ t COMMUNICATION 7 \ \\ a 1 1 N d a AA s j CR OVERHEAD COMM.LINES(CABLE,TELL ETC.) / F pp d -Cx - UNDERGROUND COMMUNICATION LINES / Y 3 m •R w q DOMESTIC WATER - WATER MAIN W�- WATER SERVICE \\\ \\ g as WATER VALVE SITE W =- ® WATER METER `\ \ A FIRE H O O YDRANT / C 4 LIGHTING \\\ GRA✓EL \\ Y < ENceoaQmENr er 5% :s { POLE MOUNTED LIGHT Q GROUND MOUNTED LIGHT W ww,, ETA/NING WALL NIF \ W O 1 NATURAL GAS / E'nerzOAIhMENT BY .'yam... 1 JEAN /7ARC JACOUES Gx - GAS MAIN GS,c- GAS SERVICE LINE PG. 6 { d nk (-VOL. 454, 0) POWER / / ji. / Is t AINg EOx ELECTRICAL LINES,OVERHEAD -EUx- ELECTRICAL LINES, UNDERGROUND 132E \\ / LOCATION PLAN gs `` 6� d€a�9gd 'Oa UTILITY POLE \�Syo.'.'.'. PROPERTY ....._. 8 pp -- PROPERTY LINE O IRON PIN q\\4\a / �a�� Fdg {{€ • MONUMENT ROADS ^ GUARD RAIL T OR T" -O- SIGN / \ l9� n SITE FEATURES �\ / V O O -X X BARBED WIRE FENCE / I. PROPERTY/5 IN THE/ZONE. Z Q CLCB 2. PARCEL CONTAINS 77,920 SQUARE FEET OR I.789 ACRES. O F o-o CHAIN LINK FENCE �6G7 7`-4�TF=6l/2\\\ 3. ACR/ZONTAL DATUM IS BASED ON NAD 83 DATUM AND RAIL FENCE / PPP VERT/CAL DATUM 15 BASED ON NAVD 88 DATUM. / / 4. PROPERTY DOES NOT FALL w/TWIN THE L/M/TS OF A FLOOD W O O STOCKADE FENCE / Oi j >Q 1 2Lg t HAZARD ZONE A5 DEPICTED ON:'FIRM FLED INSURANCE RATE ® Q d -+ + WIRE FENCE / /NSF / 9. MAP TOWN N SIX/TN F 67.5, R, CONNECT/CUT NNUMBERD a 2 /\ >,� Z _ COUNTY PANEL 356 OF HIND CO/'IMUNEC PANEL NUMBER a'V- ®�• TREE \ 4� 4Q PREPARED EFFECTIVE DATE:SEPTEMBER 26 ZLIO6. •y p�+ y Q `ti PREPARED BY FEDERAL EMERGENCY MANAGEMENT AGENCY u)_ TREE LINE / p d FEDERAL INSURANCE ADMINISTRATION. V m I SANITARY SEWER / NSF ' '� / f 5. UNDERGROUND UT/L/Tr, STRUCTURE AND FAGIL/LY COCA TONS - 1 9EJEKAR LLC / \ / QP DEPICTED AND NOTED HEREON NAVE BEEN COMPIL EO, IN PART Sy - SANITARY SEWER MAIN / XPIll A' FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY �VOL. 954, PG. 238) COMPANIES OR GOVERNMENTALAGENCIES, FROMPARO E-58- SANITARY SEWER SERVICE LINE 'i7`i4 \ 0 I TE5 T/MONYANDFROMOTHERSO!/ROES. THESELOCATIONSSANITARY SEWER MANHOLE MUSTBECONS/DERED AS APPROX/MATE/NNATURE..�I ADDITIONALLY OTHER SUCH FEATURES MAY EXIST ON THE STORM SEWER U/0/U e'r SITE THE EX15TEAICE OF wN/CH ARE UNKNOWN TO DESIGN p` / / PROFESSIONALS, INC. THE SIZE, LOCA LION AND EXISTENCE OF -Dx - STORM DRAIN PIPE m \ A4QF'4t / ALL SUCH FEATURES MUST BE FIELD DETERMINED AND R - ROOF LEADER / A f].i7 \ / /T / VERIFIED BY THE APPROPR/ATE AUTHC7R/TIE5 PR/OR TO H'f7 , CONSTRUCTION. W 4 1 ® STORM DRAIN MANHOLE ST q A 6. CONTRACTOR SHALL CONTACT"CALL BEFORE YOU DIG.FOR L ® CURB INLET 9 �� C�q�'�'k /r UNDERGROUND UTILITY fRK/NG AT LEAST TND FULL HORK/NG ' f 4 a gL DAYS PRIOR TO 5TART OF CONSTRUCTION./-600-922-4455 OR 7 ® CATCH BA5IN //)� An,p / �q0' / 1 /jU www.CB To CC" /may/ TOPOGRAPHY / / gsti�s/ j �oe Ey W 0.1 -----95----- CONTOUR EXIST.naN W O z X6L95 SPOT ELEVATION / N53'S9'34'E \\/ \ \ / 0.25' WETLANDS STREET LINE /EXIST.MOY✓ FRLM LOT CDR. / r .dk] N/F / O 1 J U N23'/4'06'E \ / / // / U,� { WETLANDS LINE 0.3]' // l /LLLB / / UN/ON GLEN N Q p FRQ`/LOT CDR. / / �' / � rF=6s.7o y I �+ ASSOC/A TES, INC. u o 1� 1NV=63./0 l / (VOL 15641 PG. 353) o 3 • \� d} / ,ccn/ \mil l / r x DETAIL NOT \//\ �° p / O O " TO SCALE / �f'f'�b / �--c FORMn.G MAP REFERENCES: / CLCB I, TF=68.85 /. RECORD DRAWING PREPARED FOR JMJ CONSTRUCT/ON, INV=65 34 / =40' 9y CO., SOUTH W/NOSOR, CONNECT/CUT, SCALE: /'- 657s�' C CCB AcvOc / / / FEBRUARY 2, /9%. PREPARED BY RE/NO E. HYYPPA$ TF=65.49 / 0 / / / ASSOC/A TE5. R/GHT OF WAY MAP CHAPEL ROAD FROM U.S. ROUTE 5 SMN \ /O.O's / i /o / •ic.e/ I / 1 / EASTERLY TO BURNHAM STREET, SOUTH W/1,105OR, CT, SCALE:/°=40', JUNE 7, /99; PROJECT NO. //74.09, SHEET/OF 4. PREPARED BY A-N CONSULTING ENGINEERS, LAC M1 Ica _ l / / 1 3. PLOT PLAN PREPARED FOR CYRIL ROY, CHAPEL ROAD, -I dT SOUTH WINOSOR CONNECT/CUT, SCALE:P-40', JUNE 5, \�j6x \ + \ P TFC65.64 I /, / l , / /972, 5NEET 2 OF 4. PREPARED BY 6R/5WOLD$FU55, \\ LCB /NV=64.251`v�lr '1� / INC. u \ TF=65.35 \ \ \ �cZ, We.� ,u W / , �•xlc/ 4. 5AN/TARP SEWER CONSTRUCT/ON AVERY HEIGHTS AREA 5/ W/LTGART+ � 40 / SOUTH NINO50R, CONNECT/CUT CHAPEL RO. 37A. 11+0 ��> {7 / / TO 23+0 DATE: 5-3-71 A5-BUILT/8 APR/L/973 SCALE: OM \ 37.0l / / I 40'JAMES 5. M/NGES A55OCIA TES INC. TF63\0 mm INV-5430(EJ \ �h'F �- \�ij°�> _ S --rtltll /NV=54./O(WJ \\\ •'7-aN Lu A4raa Ina ye / MA TNER FAl7/L Y/L I V/NG TRUS T \ \ A \ sNE 5172 SURVEY/bTES .�yy L T9I5 SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE W REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-I A THRU 20-3006-20 AND THE"5TANDARDS FOR SURVEYS AND/'/AP5/N THE STATE OF CONNECT/CUT'A5 ADOPTED BY THE LONNELTICUT F \>� ASSOCIATION OF LAND SURVEYORS N/NC AV SEPTEMBER „/9%. /M� INV-55.//(N) \qd\ \ lz W CCB \'PCp \ \ . TYPE OF SURVEY/5 A PROPERTY AND TOPOGRAPHIC SURVEY AND W TF=67.30\ \ A, Sk /5 INTENDED TO DEPICT THE LOCAT/gN OF IMPROVEMENTS a O 1'? /NV=6259 \ k \ RE"TIVE TO PROPERTY LINES. O \ TF= Y, /NV659.Ss/- \ , THISIVER 15.A DEPENDENT RESURVEY BASED ON MAP REFERENCED O o \ \ / N/F \\ \3�, \ HORIZONTAL ACCURACY MEETS CLA55 A-2 5TANDARDS AND R CCB VERT/CAL ACCURACY MEETS CLA55 T-2 5TANDARDS S CLAYTON D. $ LOU15E C. l7ATNER \\ \\ / CCB TF=69.I6 ///�� \ , ('VOL. 122, PG. l96) \\\ \ TF=6B.87 _ \ TO MY KNgNLELGE AND BELIEF, TH/5 MAP 15 SUBSTANT/ALLY CORRECT SHEET AS NOTED HEREONDMII . 7 12327 LAWRENLE R.GEISSLER,JR.,L.S. LIC.AO j I PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 3/15/17 TO: Matt Galligan, Fred Shaw, Michael Gantick, Walter Summers, Jeff Doolittle Ray Favreau, Chris Dougan, Heather Oatis, Kevin Cooney, John Caldwell, Andrea Confrancesco, Chris Duchesne, Vincent Stetson FROM: Michele Lipe, AICP, Director of Planning The Planning &Engineering Departments have received plans for the following projects: Appl 17-08P, G&R Valley Inc Location: 350 Chapel Road ® Site Plan ❑ Subdivision No. Acres 1.8 Zone I ® Industrial ® Commercial ❑ Residential No. Lots/Units Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System Project Description: 2,500 sf storage building; reconfiguration of parking Future Town-owned property involved? ❑ Yes ®No ❑ new street(s) ❑ new detention area ❑ new open space/recreation area ❑ active ❑passive Planning Department notes: Please comment by 3/27/17 and return to the Planning Department. SOWN Sf4 < O.�J//��sicxt vv/^-/�/ 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�OSoe•CO TELEPHONE(860) 644-2511 April 4, 2017 G 8s R Valley Inc. C/o Design Professionals, Inc. James Bernardino 21 Jeffrey Drive South Windsor, CT 06074 Dear Mr. Bernardino: Re: Appl. 17-08P, G & R Valley Inc.-request for a site plan modification for the addition of a 2,500 sf on property located at 350 Chapel Road, I zone Please be advised that the above referenced matter has been scheduled on the Planning & Zoning Commission Regular Meeting agenda for Tuesday, April 18, 2017 in the Madden Room of the South Windsor Town Hall, 1540 Sullivan Avenue. The Regular Meeting will follow the Public Hearing which begins at 7:30 p.m. Someone must be present at the meeting to represent the application. One sign advertising the meeting must be posted on the property for ten (10) consecutive days prior to the meeting and must be clearly visible from a town street. The sign must be posted on Chapel Road by Friday, April 7, 2017. Signs can be obtained in the Planning Department, Monday through Friday, 8:00 a.m. - 4:30 p.m. If you have any questions regarding this letter, please call 860-644- 2511, Ext 253. Sincerely, Q Lauren Zaram o Administrative Secretary Page 1 of 1 Lipe, Michele From: Ben Wheeler[BWheeler@designprofessionalsinc.com] Sent: Friday, April 07, 2017 3:16 PM To: Lipe, Michele Cc: James Bernardino; Dane LaBonte Subject: RE: Aldi & Gr Valley Sewer question Michele, There are no proposed restrooms nor floor drains in either phase of the expansion. The only connection to the sanitary system will be the condenser units for the perishable storage. I am told that a large majority of the water evaporates from these units and the flow to the sanitary system is minimal and therefore difficult to calculate. Hopefully this addresses Fred's comment. Regards, Ben From: Lipe, Michele [mailto:Michele.Lipe@southwindsor.org] Sent: Friday,April 7, 2017 12:23 PM To: Ben Wheeler<BWheeler@designprofessionalsinc.com> Subject:Aldi &Gr Valley Sewer question Hi Ben, I forgot to mention that Fred Shaw is looking for anticipated flows for the Aldi project as well as the G & R Valley project. As mentioned for G & R Valley, a monitoring manhole with easement is required along the frontage. Thanks, Michele Michele R. Lipe, AIC P Director of Planning Town of South Windsor 1540 Sullivan Ave. South Windsor, CT 06074 (860) 644-2511, ext. 252 4/10/2017 Page 1 of 2 Lipe, Michele From: Lipe, Michele Sent: Monday, April 10, 2017 9:26 AM To: 'Daniel Jameson' Cc: Ben Wheeler; James Bernardino Subject: RE: G&R Valley Updated Site Plan Daniel, The parking looks better; please provide background for the waiver request. Below is the regulations language. modification to the parking under Section 6.4.9. This allows the PZC to reduce the number required when demonstrated that: • The increase in stormwater run-off rate shall be held to a minimum by reducing the parking spaces, and/or • The applicant demonstrates through actual experience that a lesser number of parking spaces will suffice, and further that due to the nature of the building or business, future owners/occupants of the building are also unlikely to need to number of parking spaces required by the zoning regulations. The only other observation I had was related to the trailers and other storage units on site that take up several parking spaces. Are they intended to remain or does this additional storage building solve the need. Thanks, Michele Michele R. Lipe, AICP Director of Planning Town of South Windsor 1540 Sullivan Ave. South Windsor, CT 06074 (860) 644-2511, ext. 252 From: Daniel Jameson [mailto:DJameson@designprofessionalsinc.com] Sent: Monday, April 10, 2017 9:05 AM To: Lipe, Michele Cc: Ben Wheeler; James Bernardino Subject: G&R Valley Updated Site Plan Good Morning Michele, We heard you will be going on vacation this week and wanted to give you the attached revised site plan sheet for your review&feedback. Per your preliminary comments, spaces in front of the existing and proposed loading areas were not included in the parking count and a waiver request to reduce the required parking spaces by 10 spaces is now proposed. We have also followed up with the client on obtaining documentation for the easement. 4/10/2017 MEMORANDUM To: Michele Lipe, Director of Plannning From: Jeff Doolittle, P.E., Town Engineer (ice Date: April 13, 2017 Re: App 17-08P G&R Valley Site Plan Modification 350 Chapel Rd I have reviewed the Site Plan for the above application and I have the following comments: 1. For Industrial sites, the Town requires a monitoring manhole be installed over the sanitary sewer lateral near the street ROW where the proposed lateral for the new building will tie into the existing lateral. An easement (15 ft x 15 ft or 20 ft x 20 ft will also need to be provided over the area where this manhole is installed so the Town can access this manhole for monitoring the sanitary sewer discharge from this site. This manhole and easement need to be added to the plans. 2. It is preferable to have the roof leader from the new building discharge to the surface and not directly into the Town's storm water system so the roof runoff can infiltrate into the ground. If that is not possible or causes other problems, then the underground roof leader pipe should be a larger (10% 12") perforated pipe laid at 0.5% slope in a stone trench to allow the runoff from the roof to infiltrate into the ground. 3. Show a detail for connecting the proposed 12" HDPE pipe to the existing 12" CMP in the parking lot. I suggest a CB or MH be installed at this location and both pipes tie into this structure. 4. Provide an updated site plan showing the most recent parking layout as discussed with the Planning Dept. 5. Review and approval of this application by the WPCA is needed. Please let me know if you have any questions. 1 P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 W IBM FAX:860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, * Rhode Island • • • LETTER OF TRANSMITTAL To: Ms. Michele Lipe Date: 4/17/2017 DPI Project No. 3549 : Town of South Windsor Re: G&R Valley Inc. 350 Chapel Road PZC Application : Site Plan Modification WE ARE SENDING YOU: ❑ Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications : ❑ Copy of Letter ❑ Change Order ❑ • COPIES DATE NO. DESCRIPTION 3 04/17/17 1 Modified Parking Layout(Sheet SP-1) : 10 04/17/17 2 Reduced: Modified Parking Layout(Sheet SP-1) 1 04/17/17 3 Wavier Request Statement Letter These are transmitted as checked below: : ® For Approval ❑ No exceptions taken ❑ Resubmit copies for approval • ❑ For your use ❑ Make corrections ❑ Submit copies for distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints : ® For review and comment ❑ Forbids due ❑ Prints returned after loan to us REMARKS: : : • NING plANDEpT' • ttpc�t �TMWI : SIGNED: CC: Daniel H. Jameson, E.I.T. P.O. BOX 1 167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 N IBM FAX: 860.291.875 7 www.designprofessionals!nc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, Rhode/eland • April 17, 2017 • Planning and Zoning Commission Town of South Windsor : 1540 Sullivan Ave South Windsor, Connecticut 06074 Re: App 17-08P 350 Chapel Road G&R Valley Inc., DPI Project No. 3549 Parking Modification and Wavier Request Statement Dear Members of the Commission, • On March 13th, 2017 Design Professionals submitted a Site Plan Modification Application on behalf of G&R Valley Inc., for the construction of a new 2500 SF accessory building and associated parking lot modifications, utility connections, and landscaping at its existing facility located at 350 Chapel Road. After coordination with town staff, the site plan was modified to accommodate comments and recommendations regarding the sites parking configuration. The modifications resulted in 49 proposed parking spaces. 59 spaces are required per planning and zoning regulations. Per section 6.4.9. of the zoning regulations,the applicant G&R Valley Inc., is requesting a waiver to reduce the required parking by 10 spaces. : The property has been observed to require only 28-30 parking spaces at its peak time of operation. As such,the full parking requirement is not required to accommodate its existing operations. Furthermore, the proposed 50' x 50' addition will not result in any new employees and will serve as additional storage only. The applicant is confident that the proposed 49 spaces would more than adequately accommodate the day to day operations of the site. • Should you require any additional information or have any questions feel to contact either of or us. Sincerely, James A. Bernardino, P.E. Director of Engineering Design Professionals, Inc. • G:\lobs\3549\Dots\Appl[cation s\P&Z\Submission 2 Items(2017-04-17)\3549-Parking Waiver Request.docx Appl #17-08P, G & R Valley Site Plan Modification 4/18/17 Planning Department Report 1. Request for a site plan modification for the addition of a 2,500 sf storage facility, on property located at 350 Chapel Road, I Zone 2. The latest addition was approved on this site in the 1980's. At the time, the regulations did not specify a maximum impervious coverage; so the site is non- conforming to today's requirement of 65%, currently at 84%. The applicant is proposing only a slight reduction in coverage with this addition. 3. Front yard setback is 35 feet; the new building is proposed to be at 35 feet. 4. The parking requirement for the office, manufacturing and warehouse use on this property is 59 spaces. The applicant is in the process of obtaining an easement for the parking that has encroached onto the property to the north. Because staff had concern with allowing those spaces in front of the garage bays to be used to meet the parking requirement, the proposal shows 49 spaces. The applicant is requesting a modification to the parking under Section 6.4.9. This allows the PZC to reduce the number required when demonstrated that: • The increase in stormwater run-off rate shall be held to a minimum by reducing the parking spaces, and/or • The applicant demonstrates through actual experience that a lesser number of parking spaces will suffice, and further that due to the nature of the building or business, future owners/occupants of the building are also unlikely to need to number of parking spaces required by the zoning regulations. 5. The site has existing landscaping along the front that will be supplemented with additional plantings and trees. en n . 6. There is building mounted lighting being added on the back side of the new building. There is an existing free standing sign. No new signage is proposed. The existing dumpster on site is shown to be placed on concrete pad and screened. 7. There are no regulated wetlands on the property nor Y2 acre of disturbance. SOWN Sf4 7_0� r 0-P slot� ?&U&o1i O m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 CERTIFIED MAIL 7011 1570 0000 6337 2416 April 24, 2017 G&R Valley Inc. C/o James Bernardino Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 Dear Mr. Bernardino: Re: Appl. 17-08P, G& R Valley Inc., Site Plan Modification We are pleased to advise you that the Planning & Zoning Commission voted on April 18, 2017 to approve with modifications the above referenced application for a site plan modification. This approval is for the addition of a 2,500 sf storage facility on property located at 350 Chapel Road, I zone, as shown on plans prepared by Design Professionals, Inc., Project # 3549, dated March 13, 2017 as revised. 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. A landscape bond in the amount of$3000 is required and must be submitted prior to the issuance of a certificate of occupancy if work is not completed. 4. All bonds must be in one of the forms described in the enclosed Bond Policy. 5. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the 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 of the sanitary sewer,which can only be granted by the Water Pollution Control Authority. 8. The building street number must be included on the final plan. 9. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 10. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 11. The parking easement must be executed prior to the start of construction. 12. In accordance with Section 6.4.9,the Commission has granted a modification to the required number of parking spaces based on the uses presented, allowing 49 spaces. 13. Engineering comments dated 4/13/17 must be incorporated into the final plans. Black and white transparent mylar of Sheet# C-SP1 with the above modifications, together with three blueprint copies of the entire set of plans with live signatures and raised seals (including architectural elevations and landscaping plans) must be submitted to this Commission to be stamped and signed. The letter of approval of this 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 of the receipt must be submitted to the Planning Department. Sincerely, Gary Bazzano, Chairman Planning and Zoning Commission GB/llz Cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal ACCESS AND PARIUNG EASEMENT KNOW ALL MEN BY THESE PRESENTS, That Jean Marc Jacques (hereinafter refereed to as "Grantor"), is the owner of the premises known as Lot 2 a/k/a 310 Chapel Road, South Windsor, Connecticut which premises are more particularly described in a deed recorded in Volume 454 at Page 60 of the South Windsor Land Records and, for Five Thousand Dollars ($5,000.00) and other good and valuable consideration received to his full satisfaction from the Timothy Rodrigue, Trustee having an address of 350 Chapel Street, Town of South Windsor, County of Hartford and State of Connecticut (hereinafter referred to as "Grantee"), does hereby give, grant, bargain, sell and convey unto the Grantee, his agents, employees, successors and assigns forever,the perpetual right and privilege to have access to and right to use for motor vehicle parking that portion of the premises designated as Lot 2 a/k/a 310 Chapel Road, South Windsor, Connecticut referenced as Proposed Access & Parking Easement In Favor of Timothy Rodrigue, Trustee,as shown on that certain map entitled"Easement Plan Timothy Rodrigue,Trustee prepared for G & R Valley, Inc, 350 Chapel Road, South Windsor, Connecticut scale 1" = 30', March 22, 2017, Design Professional Civil & Traffic Engineers / Planners / Surveyors / GIS Analysts / Landscape Architects, 21 Jeffrey Drive, South Windsor, CT 06074" which map is on file in the South Windsor Town Clerk's Office to which reference is hereby made(the"Easement Premises"). The Grantee,his agents,employees, successors and assigns shall have the right to pass and re-pass, travel over and through and generally use the Easement Premises for pedestrian and vehicular ingress and egress from and to Grantee's Property; The Grantee, his agents, employees, successors and assigns shall have the right to inspect and the obligation to maintain (including, without limitation, snow and ice removal) the Easement Premises for motor vehicle parking; The Grantee,his agents,employees,successors and assigns shall have the right to trim,cut and remove trees, branches, shrubbery, brush, grass undergrowth and any other obstruction that in the judgment of the Grantee, interferes with or impairs the free and unrestricted use of the Easement Premises by Grantee his agents and invitees; The Grantee, his agents, employees, successors and assigns shall have the right to lay gravel on the Easement Premises, provided that such gravel does not otherwise interfere or restrict drainage to,through or from the Easement Premises; and The Grantee, his agents, employees, successors and assigns, shall have the right of reasonable access across lands of the Grantor adjacent to the Easement Premises herein described for the purpose of exercising the rights herein granted. The Grantor reserves to the successors and assigns of the Grantor, as the case may be, the right to use the Easement Premises herein described and the lands of the Grantor adjacent to the Easement Premises for any use and purpose which does not in any way interfere with the use of said Easement Premises by the Grantee, his The Grantee, his agents, employees, successors and assigns,in the exercise of the easement rights herein granted. IN WITNESS WHEREOF, the undersigned parties have hereunto set their hands and seals as of the ;?-7 Y of April,2017. p Signed,Sealed and Delivered GRANTOR in the presence of Jean acquer :" GRANTEE Timothy Rodrigue,T STATE OF CONNECTICUT ) )ss. South Windsor April ,2017 COUNTY OF HARTFORD ) Personally appeared Jean Marc Jacques, signer of the foregoing Access and Parking Easement,and acknowledged the same to be his free act and deed and the free act and deed, before me. Za- a C mmissioner the Superior Court Notary Public KIMBERLY LACKENBACH My Commission Expires: ;VOTARYPUBLIC MY CamISVON EXPIRES SEP.30,2M STATE OF CONNECTICUT ) ss. v kj�)i✓4Sn- COUNTY OF HARTFORD ) Personally appeared Timothy Rodrigue,Trustee,signer of the foregoing Access and Parking Easement,and acknowledged the same to be his free act and deed and the free act,before me. CoAunission fthe Superior Court Notary Public My Commission Expires: KIMBERLY LACKENBACH NOTARYPUBLIC MY GOMMISStON EXPIRES SEP.30,2020 SpW N SF4 y x F /,C7rW I T V/ ��C7►t;G�L �LU O a 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO � TELEPHONE (860) 644-2511 July 25, 2017 Timothy E. Rodrique G&R Valley, Inc. 350 Chapel Road South Windsor, CT 06074 Dear Mr. Rodrique: Re: Preconstruction Meeting for Appl. 17-08P, G&R Valley, Inc., 350 Chapel Road IN ATTENDANCE Name Company E-MAIL Phone number Michele R. Lie SW Planning michele.li e southwindsor.or 644-2511 x252 Jeffrey Doolittle SW Engineering 'effre .doolittle southwindsor.or 644-2511 x245 Walter Summers SW Fire Marshal walter.suinmers southwindsor.or 644-2511 x217 Tony Manfre SW Water anthony.manfregsouthwindsor.org 644-2511 x247 Pollution Control Christopher Duchesne SW Police Dept. christo her.duchesne southwindsor.or r 860-648-6273 Tim Rodrique- G&R Valley, Inc. trodrigueoa gLyinc.com 860-289-6896 Steve DeDominicis CT Colonial steve@ctcolonialbuilders.com 860-684-0024 Builders The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area.and maintained/cleaned.out during construction. Call Jeffrey Folger, Senior Environmental Planner for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction at 860-644-2511 Ext. 229. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major construction work in (Road Name) with inspections and testing per Developers Checklist for the following: a. After site is staked out b. All drainage work and sanitary sewer connection 3. A drain layers permit must be taken out from the South Windsor Engineering Department to install the sewer manhole and new lateral to the new building. There is $60 permit fee. 4. Certification of all products used -- storm pipe, structures, pavement, oil/grit separator and sewer grinder pump system shall be presented to the Town Engineer prior to installation. 5. An as built plan will be required for the improvements to Chapel Road. A separate as built plan will be required. 6. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. 7. Any problems and/or questions regarding construction of this project will be directed to Steve DeDominicis in the field at cell phone 860-573-0723 or Tim Rodrique at 860-883-1295. 8. Job meetings will be held as needed, and can be called by the developer or Town. 9. Seventy-two (72) hours' notice needed for certificate of occupancy inspection and a $35 C.O. inspection fee is due at that time. 10. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 11.Normal hours of operation 7:00 a.m.—5:00 p.m., no work on Sunday. 12.No paving after October 15 or before April 15 without written approval from Director of Public Works. 13. Sanitary lateral locations should be tied down to existing structures and shown on the progress as built. 14. During construction of individual sanitary sewer house laterals,the contractor shall prepare an as- built sketch on standard form provided by the Engineering Department. This form should be submitted to the design engineer/surveyor for their use in preparing the as-built plan. The Engineering Department suggests that the contractor also show locations of foundation drains and water laterals on this form. 15. Any unfinished site work will be bonded prior to Engineering and Planning Department sign-offs for a Certificate of Occupancy. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Department. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. Utilities 1. Contact utilities for coordination of utilities connection. Fire Marshal(Commercial Facilities) 1) Documents—Complete set of stamped plans with the following: a. Plan review paid b. Code information sheet c. Exiting plans with travel distances d. Wall types e. Door schedule f. Mechanical, Electrical, reflected ceiling g. Fire alarm h. Basic sprinkler layout ** PLAN REVIEW COULD TAKE 30 DAYS FOR APPROVALS ** 2) Inspections: a. Above ceiling b. Penetrations and separations c. Sprinkler system A. Hydraulic calculations and cut sheets B. Underground flush and hydrostatic test C. System hydrostatic test D. Main drain test/inspectors test E. Outside bell F. NFPA 13 paperwork d. Fire Alarm e. Emergency lighting test f. Final Inspection ** PLEASE NOTE THE FOLLOWING* 1. Consulting inspection will be welcomed 2. Multiple inspections can be done on the same day 3. Stocking/addition of fixtures to occupancy will only be allowed if the life safety systems are on line. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. 3. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 4. Erect temporary sign on the site during construction identifying the project. 5. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Very YLippe, /A MicheCP Director of Planning MRL/llz ' cc: Jeffrey Doolittle, Town Engineer Bernie Drabek,Engineering Inspector Michael Gantick, Public Works Christopher Dougan, Chief Building Official Tony Manfre, Superintendent of Pollution Control Walter Summers, Fire Marshal Utilities PRECONSTRUCTION MEETING SIGN —IN SHEET (please print clearly) NAME COMPANY ADDRESS and / or EMAIL TELEPHONE 171'*, ®� v Tf�O �l2V1 ° a-� �'"��— oL �Gw�y'� Cif v riKf�.�o•� s�14.t C� o� w; Won aes N. 3 v GOP d ut-H&WE SwPA cr�n�� a �E� 61+w� �a-GYg- 6;�3 o. Li AX Jc W T '`G �Li✓SVIG lt'ciGiC✓'. ..�:.vrt»1C�5�,SL\.,jylV 1.c56✓zc..- f° TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: James Bernardino CHANGE ORDER CONTACT PERSON Design Professionals, Inc. Phone No. 860-291-8755 Address 350 Chapel Road South Windsor, CT 06074 Site Name G&R Valley _ P&Z No. 17-08P Owner Timothy Rodrigue Phone No . 860-289-6896 Contractor_ Signature of Owne --- Date: /o Signature of D si Engr Date: k CHANGE: (Descr_ib ocation nd nature of change. Include Four (4 ) copies of plan/profile of Change . ) - Re-aligned proposed pavement curb line along the east property line to align with the eastern face of the new building. -Modified landscaped island,to be replaced with 10 Ornamental Grasses& 10 Perennial Flowers Reason for Change: (Why is change required ) - Facilitate site maintenance - Enhance site aesthetics APPROVALS : {As Re wired Dir . Of Planning- - Date: Town Engineer Date: Dir . of Public Works___-_----, __.____ Date: Other: Date: STAFF COMMENTS : White Town Engineer Yellow - Applicant Pink - Director of Planning PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 10/05/17 CUSTOMER#: 000000000 TIME: 11:32 CLERK: laurenlz RECPT#: 20898625 PREV BAL: TP/YR: MS/2018 AMT PAID: 10.00 BILL: ADJSTMNT: EFF DT: 10/05/17 DAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 10.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 10.00 AMT APPLIED: 10.00 CHANGE: .00 PAID BY: G & R VALLEY, INC. PAYMENT METH: CASH PAYMENT REF: 1 ��ydN Sf4 a •co 7-0� olle Sot� ?d&U&ot 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 J�OSOR•c° TELEPHONE (860) 644-2511 May 24, 2018 G&R Valley Inc. Timothy E. Rodrigue, Trustee 350 Chapel Road South Windsor, CT 06074 Dear Mr. Rodrigue, Re: Letter of Credit Release for Appl. 17-08P, G&R Valley Landscaping Bond This is to advise you that the Planning and Zoning Commission voted on May 22, 2018 to reduce the following bond as follows: 1. Appl 17-08P G & R Valley, 350 Chapel Road Landscaping Bond in the amount of$3,000 to be reduced by$3,000 to leave a balance of-0-. Please contact the Planning Department at 860-644-2511, Ext. 329 to arrange for the return of the above referenced Letter of Credit. Thank you. Sincerely, Bart Pacekonis,Chairman PLANNING&-ZONING-COMMISSION -- -- -- - -— BP/llz cc: Jeff Doolittle, Town Engineer Jeff Folger, Senior Environmental Planner Town of South Planning Department Memorandum To: Timothy E. Rodrique, G&R Valley, Inc. From: Lauren Zarambo, Planning Department Secretary Date: January 7, 2019 RE: Return of Letter of Credit Please find enclosed Letter of Credit for the G&R Valley Landscaping Bond which was released on May 22, 2018. Thank you, Lauren Zarambo 860-644-2511 Ext 523 lauren.zarambo@southwindsor.org 1