HomeMy WebLinkAbout03-02P_DEE ZEE ICE_SANDRA DRIVEGENERAL SITE PLAN NOTES:
THE DEVELOPER SHALL NOTIFY THE TOWN ENGINEER'S OFFICE 24 HOURS IN ADVANCE TO
SCHEDULE INSPECTION OF SUB -BASE, GRAVEL, PAVEMENT, SIDEWALKS, DRAINAGE
STRUCTURES AND PIPES, SANITARY SEWERS AND MANHOLES.
ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR
STANDARDS AND CONNECTICUT D.O.T. FORM 814,AS AMENDED
EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE "
EROSION AND SEDIMENTATION CONTROL HANDBOOK" PREPARED BY THE SOIL CONSERVATION
SERVICE 1688.
NO SITE IMPROVEMENTS SUCH AS DRAINAGE, SANITARY SEWER, SIDEWALKS, EXCAVATIONS,
FILLING, PAVEMENT OPERATIONS, ECT. SHALL COMMENCE UNTIL THE SITE ENGINEERING BOND
AS REQUIRED BY THE PLANNING AND ZONING COMMISSION, IS POSTED WITH THE
TOWN OF SOUTH WINDSOR.
NO STUMPS TO BE BURIED ON SITE
AN AS -BUILT PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO THE
REQUEST FOR A CERTIFICATE OF OCCUPANCY.
ANY ADDITIONAL SEDIMENT/EROSION CONTROL MEASURES DEEMED NECESSARY BY STAFF
DURING CONSTRUCTION OF ANY SITE IMPROVEMENTS SHALL BE IMPLEMENTED BY THE
DEVELOPER. IN ADDITION, THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE,
REPAIR, REPLACEMENT OF ALL REQUIRED CONTROL MEASURES UNTIL ALL DISTURBED ARES
HAVE BEEN STABILIZED TO THE SATISFACTION OF STAFF.
THE USE,STORAGE, OR DISPOSAL OF ANY MATERIALS NOT IN ACCORDANCE WITH WHAT IS
SHOWN ON THE APPROVED PLANS, OR REQUIRED BY ANY REGULATORY AGENCY, MAY RESULT
IN THE IMMEDIATED REVOCATION OF ANY PERMIT/APPROVAL GRANTED BY THE COMMISSION.
ALL FRONT LOT CORNERS ARE TO BE PINNED/STAKED AT THE TIME OF SUBMITTAL OF A
REQUEST FOR A BUILDING PERMIT. WHEN A CERTIFICATE OF OCCUPANCY IS REQUESTED, ALL
LOT CORNERS MUST BE PINNED.
ANY SIGNS TO BE INSTALLED ON THE PROPERTY SHALL BE SUBJECT TO STAFF AND/OR
COMMISSION REVIEW.
ANY EXCESS EXCAVATED MATERIAL MUST BE DISPOSED OF IN A SUITABLE MANNER AND
LOCATION ACCEPTABLE TO TOWN STAFF.
ANY APPROVED LANDSCAPING WILL BE SUBJECT TO FINAL REVIEW BY THE TOWN PLANNER
FOR ADEQUACY AND SUITABILITY OF SPECIES IN THE LOCATIONS PROPOSED.
ANY APPROVED EXTERIOR LIGHTING SHALL NOT BE DIRECTED ONTO ABUTTING PROPERTIES
OR ROADWAYS
HANDICAP PARKING STALLS SHALL BE MARKED IN ACCORDANCE WITH STATE AND TOWN
REGULATIONS
HORIZONTAL DATUM BASED ON N.A.D. 1927
THERE ARE NO WETLANDS ON PARCEL
PARCEL IS NOT AFFECTED BY 100 YEAR FLOOD PLAIN
ALL ROOF LEADERS SHALL BE TIED INTO STORM DRAINAGE SYSTEM
ALL UTILITIES TO BE INSTALLED UNDERGROUND
THERE SHALL BE NO OUTSIDE STORAGE ON SITE
A DRAIN LAYERS PERMIT WILL BE REQUIRED FOR THE INSTALLATION
OF THE SANITARY SEWER LINE IN THE STREET
A STREET CUT PERMIT WITH A PERMANENT PATCH FEE WILL BE
REQUIRED FOR THE INSTALLATION OF THE SANITARY SEWER LINE IN THE STREET
THE WATER USE TO MAKE ICE THAT IS NOT DISCHARGED TO THE SANITARY SEWER
MUST BE MONITORED. A SEPERATE WATER METER MAY BE NEEDED FOR THIS PURPOSE.
EROSION CONTROL NOTES
LAND DISTURBANCE WILL BE KEPT TO A MINIMUM_ RESTABILIZATION
WILL BE SCHEDULED AS SOON AS POSSIBLE. TEMPORARY SEEDING OR
PERMANENT HYDROSEEDING SHOULD TAKE PLACE IMMEDIATELY UPON
COMPLETION OF GRADING. PERMINATED SEEDING WILL BE SCHEDULED
DURING THE PERIOD OF APRIL 1 - JUNE 15; AUGUST 15 - SEPTEMBER
15.
EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR
TO CONSTRUCTION WHENEVER POSSILBLE AND WILL BE MAINTAINED IN
EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD.
HAYBALE AND SILT FENCE FILTERS WILL BE INSTALLED AS SHOWN ON
THIS PLAN AS WELL AS AT ALL CULVERT OUTLETS.
ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING
CONSTRUCTION PERIOD IF NECESSARY AS REQUIRED.
ALL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE
CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION
AND SEDIMENTATION CONTROL", CONNECTICUT CONCIL ON SOIL AND
WATER CONSERVATION,JANUARY 1985.
SEEDING DATES: APRIL THROUGH JUNE 15 AND AUGUST 15 THROUGH
SEPTEMBER 15.
IF SEEDING CANNOT BE DONE WITHIN SEEDING DATES, USE MULCHING
MEASURES TO PROTECT SITE AND DELAY SEEDING UNTIL THE NEXT
RECOMMENDED SEEDING PERIOD.
FERTILIZE WITH 10-10-10 @ 7.5 LBS./1000 SF. LIME (50
PLUS MAGNESIUM OXCIDE)
100 LBS./1000 SF.
MULCH ( ALL SLOPES 3
USE STRAW OR HAY (70-90 LBS./1000 SF) FREE OF WEEDS OR
COURSE MATTER. CHEMICAL BINDERS SUCH AS PETROSET TERRATRACK
HYDOR MULCH AND AEROSPRAY WILL BE USED AS RECOMMENDED BY
MANUFACTURER TO ANCHOR MULCH. MULCH MUST BE INSPECTED
PERIODICALLY, IN PARTICULAR, AFTER A RAINSTORM TO CHECK FOR
FILL EROSION. WHERE EROSION IS SEVERE, ADDITIONAL MULCH SHOULD
BE APPLIED. GRASSES SHALL NOT BE CONSIDERED ESTABLISHED UNTIL
A GROUND COVER IS ACHEIVED , WHICH IS MATURE ENOUGH TO
CONTROL SOIL EROSION TO SURVIVE SEVERE WEATHER CONDITIONS.
CONSTRUCTION NARRATIVE:
1. INSTALL SILT FENCE EROSION CONTROL IN AREAS SHOWN ON PLAN
2. CLEAR AND GRUB TREES AND VEGETATION TO LIMITS SHOWN.
3. STRIP TOPSOIL TO STOCKPILING AREAS
4. EXCAVATED FOR BUILDING FOUNDATION
5. INSTALL SITE UTILITIES AND DRAINAGE SHOWN
6. INSTALL HAYBALE E&S CONTROL AT CATCH BASINS
7. BACKFILL FOUNDATION AND FINE GRADE FOR CONCRETE SLAB
8. GRADE AREA AROUND BUILDING AND GRADE FOR PAVEMENT
9. INSTALL BINDER COURSE OF PAVEMENT 8t CURBING
10. BACKFILL CURBS, TOPSOIL AND SEED ALL DISTURBED AREAS TO STABILIZE SOIL,
LANDSCAPE PER PLAN.
11. REMOVE SILT FENCE EROSION CONTROL AFTER DISTURBED AREAS @ ADDITION
ARE STABILIZED TO THE SATISFACTION OF TOWN STAFF
STORM SYSTEM MAINTENANCE SCHEDULE:
1. INSPECT ALL CATCH BASIN SUMPS EVERY SIX MONTHS FOR ANY
REQUIRED REMOVAL OF EXCESS DEBRIS.
2. ALL CATCH BASINS TO BE CLEANED ANNUALLY TO PREVENT
BUILD UP OF SILT AND/OR EXCESS DEBRIS.
CONTACT PERSON:
DAVE ZYLBERMEN 860-528-3500
CIV °cue
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NO.1342
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I HEREBY CERTIFY THAT THIS MAP IS SUBSTANTIALLY CORRECT TO
MY KNOWLEDGE AND BELIEF AND WAS PREPARED IN ACCORDANCE
WITH THE STANDARDS OF A CLASS A-2 DEPENDENT RESURVEY AS
DEFINED IN SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS
OF CONNECTICUT STATE AGENCIES " MINIMUM STANDARDS FOR
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" EFFECTIVE
6-21-96 AS ADOM'ED 0 THE CONNECTICUT ASSOCIATION OF LAND
SURVEYORS, O SEPT.26 , 1996. /
BORA SKI , L.S. # 13422 DATE
26°52'17"E -�
4t15'
EXISTING CONTOURS
PROPOSED CONTOUR
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
SILT FENCE EROSION CONTROL
PROPOSED CATCH BASIN
EXISTING CATCH BASIN
175 w METAL HALIDE EXTERIOR WALL PACK
ZONING DATA TABLE
ZONE: I (INDUSTRIAL)
REQUIRED
PROVIDED
LOT AREA
20,000 SF
40,733.20 SF
LOT WIDTH
100 FT.
100.02 FT.
LOT DEPTH
150 FT.
260.60 FT.
FRONT YARD
35 FT.
72.98 FT.
SIDE YARD
10 FT.
11.22 FT.
REAR YARD
25 FT.
26.00 FT.
MAX.BUILDING
COVER 50%
16% (INCL.FUTURE)
IMPERVIOUS COVER 65%
41% ( INCL.FUTURE)
"' NO WETLANDS OR WATERCOURSES ON PROPERTY"'
STAKED HAYBALE @ CATCH BASIN REQUIRED PARKING CALCULATION:
L±j ( EROSION CONTROL) OFFICE = 650 SF A 000 (4.5) = 3
/ TP TEST PIT LOCATION MANUFACTURING = 5200 SF / 700 = 8
/ TOTAL REQUIRED =11 (1 HANDICAP)
ANDRE C. & ANDRE K. CHARBONEAU TOTAL PROVIDED = 11 ( 1 HANDICAP)
75
,
ANDRE C. & ANDRE K. CHARBONEAU--_
\ CONCRETE DUMPSiER PAD
\ w/ CFWN UW FENCE
- _jT3ALL SLAM IN FENCE
SITE PLAN \ \
1 "=20'
\
TEST PIT INFORMATION
DATE: JANUARY 23,2003
FOREST HUMUS / TOPSOIL
FINE TO MEDIUM SAND, GROUND WATER SEEPAGE AT 71"
NO INDICATION OF MOTTLING
FOREST HUMUS / TOPSOIL
FINE TO MEDIUM SAND, GROUND WATER SEEPAGE AT 68"
NO INDICATION OF MOTTLING
75.33 \
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 i.y� sE 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
°soe.<o•'� TELEPHONE (860) 644.2511 -+Oa�cOs'� TELEPHONE (860) 644.251l
March 6, 2003
January 23, 2003
Certified #70001670000775520368
PDS Engineering
Attm Chris Eseppi
107 Old Windsor Road
Bloomfield, Cr 06002
RE: AppL #03-02P -Dee Zee lee Site- westerly of Sandra Drive, I zone
Dear Mr. Eseppi:
At the January A 2003 regular meeting, the Inland Wetlands Agency/Conservation Commission
approved application #03-02P - Dee Zee lee Site- Sandra Drive -Inland Wetland/Conservation
Commission application for the construction of a 6200 sq. ft. industrial building, pang,
stormwater structures and associated improvements on property located westerly of Sandra
Drive, I, Industrial zone, This approval is subject to the following conditions:
1. One blueprint Copy of the entire set of plans and this letter reproduced thereon, must be
submitted to this Commission. This must be completed within 65 days of approval prior
to any Construction activity on the site. Plans submitted to Planning & Zoning
Commission shall be Considered having met this requirement
2. The application shall indemnify and hold harmless the Town of South Windsor against
any liability, which might result from the proposed operation or use,
3. The permit is valid for five yeas and "I expire on January 22, 2008. It is the
landown er(s)1applicant(s) responsibility to track expiration dates and notify the
Commission of a renewal request at least 65 days prior to expiration.
4. All approvals required must be obtained and submitted prior to any activity on the site.
5. A contact person shall be identified on the plans.
6. incorporate the rooftanoffinto subsurface infiltrators subject to the test pits and
discussion with Town staff.
7. We recommend a bond in the amount of $3,000 be submitted to the Planning & Zoning .
Commission to ensure compliance with the Erosion and Sedimentation Control
Measures.
Very truly yours,
WLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
idr
Philip Forzley, Vice Chairperson
PF:dr
cc: CbiefBuilding Official
Town Engineer
N/F
EARL D. & JANET MORRIS
PDS Engineering & Construction, Inc.
107 Old Windsor Road
Bloomfield, Cr 06002
Atm: Chris Eseppi
RE: Dec Zee loe
Sande Drive, South Windsor, Cr
Dcar Mr. Eseppi:
The South Windsor Water Pollution Control Authority, at its regular meeting of March 4,200, gave
approval for the connection to the Tower's sewerage system ofa commercial buildinglocued at Lot #9,
Saudis Drive, South Windsor, Cr, as more specifically shown on plans emitted "Site Plan, Dee Zee Ice"
prepared by PDS Engineering & Construction, Inc., Bloomfield, Cr, Drawing Nola) C- 101 dated 10-10-
02,raised 10-23-02, 10-2&02,12-12-02,1-9.03, 1.28.03, 2-18-03, sad subject to the following
conditions
1. This approval isfm the specified use and sizeofthe building as above on current plane
2. Technical approval ofthe Tom Engineering Depacmnnt.
3. Final Authority approval and somptana ofibe aanitarysewerage contraction will be givenonce
the sewer line has been installed and inspected by the Town staff, and based upon the written
verification ofthe To" stafftlntaid sanitary server line, was installedfit substantial conformance
with the design plan previously approved by the Authority, and mee sing all Town regulations and
appropriate technical specifications rela ftto sanitary awer construction.
This approval letter mot be superimposed on the final approval plans.
very truly youes,
Jo h J. Carina, Chahmn
Water Pollution Control Authority
JJC:dd
Cc: Matthew Colligan, Town Manager
Michael J. (antick, Dbectoc of Public Works
Jetrpoolhtle, Town Engineer
Mania BamA DirectorofPlsnning
John Collins, Chief Building Inspector
David Zylbcrnrn
7. a_aics 2v
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
TELEPHONE (860) 644-2511
Mr. Christopher Escppi
PDS Engineering & Construction, Inc.
10-23-02 REV.LAYOUT
10-28-02 REV. LAYOUT
12-12-02 P&Z APPLICATION
1-9-03 MOVE DUMP.,ADD BERM
1-28-03 ADD NOTES&TEST PIT DATA
2-18-03 DELETE REAR DRIVE
3-27-03 FINAL TOWN APPROVAL
PDS ENGINEERING &
CONSTRUCTION, INC.
107 Old Windsor Road
Bloomfield, Connecticut.06002
Telephone: (860) 242-8586
FAX (860) 242-8587
SITE ENGINEERING :
(APPLICANT)
PDS ENGINEERING
& CONSTRUCTION
107 OLD WINDSOR
ROAD
BLOOM FIELD,CONNECTICUT 06002
860-242-8586
SURVEYOR :
PDS ENGINEERING
& CONSTRUCTION
107 OLD WINDSOR
ROAD
BLOOM FIELD,CONNECTICUT 06002
860-242-8586
OWNER
DAVE ZYLBERMAN
350 CHAPEL ROAD
SOUTH WINDSOR,CONNECTICUT 06074
860-528-3500
107 Old Windsor Road
Bloomfield, CT 06002
Re: Appl #03-02P, Dec Zee ice, Site Plan
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Dear Mr. Eseppi:
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We are pleased to advise you that the Planning & Zoning Commission voted on February 18, 2003, to approve
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with modifications the above referenced application for a Site Plan of Development. This approval is for the
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construction ofa 6,200 square foot industrial building on property located on the westerly end of Sandra Drive,
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I Zone as shown on plans prepared by PDS Engineering & Construction, Job No. C-100, dated December 12,
2003, as revised. This approval is subject to the following modifications:
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C)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.
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3. This application ie subject to the conditions of approve of the inland Wetlands Agency/Conservation
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Commission, including a bond in the amount of $3,000.00.
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C)4.
An as -built plan is required prior to issuance ofa Certificate of Occupancy per Section 8.1.10 of the Zoning
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Regulations.
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5. Footing drains are required if the building has a basement.
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6. A landscape bond in the amount of $5,000.00 is required and must be submitted prior to filing of mylars.
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7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of
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South Windsor.
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S. WPCA approval is required.
9. Ilia State Traffic Commission certificate is required, no building pemnits will be issued until the certificate
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has been issued (per CGS V4-310.
I0. The building street number must be included on the final plan.
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11. Engineering comments of February 11, 2003 must be addressed to the Town Engineer's satisfaction.
12. All mechanical units to be located in the front of the building to mitigate sound.
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13. The rear loading door and drive must be eliminated.
14. The wall Pak lighting must be eliminated.
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Black and white transparent mylars of Sheet #2 with the above modifications, together with three blueprint
copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed.
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The letters of approval of this Commission as well as the Wand Wetlands Agency/Conservation Commission
must be reproduced on the mylars.
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After the mylars have been signal by the Commission, they will be returned to you for filing in the Office of the
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Town Click. After filing these plans, a copy of the receipt must be submitted to the Planning Department
sincerely,
ei.t k 0 N A
r011E11731
U110b��,
Kevin McCann, Chairman
Planning and Zoning Continuation
ENGINEER: FB
KMcCAmh
ARCHITECT: BS
cc` Town
fItuil inn
Chief Building Official
PROJECT
M G R :
Assessor
Superintendent of Pollution Control
Fire Marshal
nDA=C-n
DV• DC
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PLANTING NOTE
PLACE TOPSOIL MIXTURE IN BOTTOM OF HOLE AND
SATURATE. AFTER PLACING PLANT, WORK TOPSOIL
MIXTURE CAREFULLY AROUND ROOT BALL AND
THEN SATURATE. WHEN HOLE IS ONE HALF FULL
OF MIXTURE, SATURATE AGAIN. FILL HOLE
COMPLETELY WITH TOPSOIL MIXTURE AND
SATURATE AGAIN.
DECIDUOUS TREES WITH LESS THAN
2 1/2" CAL. AND EVERGREEN TREES
LESS THAN 4' HT. SHALL BE STAKED
WITH 2 EQUALLY SPACED STAKES
AROUND THE TREE.
Dwiduouw
STAKES SHALL BE UNIFORM IN H
AND FASTENED TO EACH TREE
AT ABOUT 5' BY MEANS OF TWO
STRANDS OF TWISTED #10 GUAGE
IRON WIRE.
REMOVE BURLAP FROM TOP 1/3 FOF-�
(SEE PLANTING NOTES)
SELECTIVELY PRUNE
ALL TREES AND M11
SHRUBS OF DEAD AND
TQPSOIL AND M
DYING BRANCHES
N
PLANTING DETAILS
N.T.S.
TREES
12`
DECIDUOUS TREES WITH A 2 1 2" CAL.
gAgN HT EATER AND EVERGREENBETREES Q
GUYE[� WITH 3 KE STAS gEQUALLY SPACED
AROUND THE TREE, EACH STAKE WIRED �7-
AROUND THE TREE THROUGH RUBBER HOSE.^`
RUBBER HOSE (ONE PER STAKE)
BURLAP OR WATERPROOF
WRAPPING MATERIAL TO
SECOND BRANCHING (DECIDUOUS TREES).
CROWN SET 2" BELOW THAT OF
NURSERY SETTING.
18" WOODEN STAKE - PAINT
OR FLAG TOP.
r—FINISH GRADE
Time List
Sym.
Quan.
Botanical Name
Common Name
Size
Root
MS
2
MALUS SNOWDRIFT
SNOWDRIFT FLOWERING CRABAPPLE
1 1/2in. 2in. Cal.
B&B
PAN
3
PICEA ABIES
NORWAY SPRUCE
8ft.-1011. Ht.
B&B
PM
9
PSEUDOTSUGA MENZIESII
DOUGLAS FIR
8ft.-10ft. Ht.
B&B
PO
8
PICEA QMORIKA
SERBIAN SPRUCE
8ft: 10ft. Ht.
B&B
POS
1 4
1 PICEA OMORIKA
I SERBIAN SPRUCE
Eft.-7ft. Ht.
B&B
QR
1 4
1 QUERCUS RUBRA
I RED OAK
I 21/2in.-3in. Cal.
B&B
Shrvl---) List
Sym.
Quan.
Botanical Name
Common Name
Size
Root
DVW
12
RHODODENDRON SP. 'DELAWARE VALLEY
DELAWARE VALLEY WHITE AZALEA
18in.-24in. Spd.
CONT.
FIF
5
FORS. X INT.'FIESTA
FIESTA FORSYTHIA
18in.-24in. 5 d.
CONT.
ICC
2
ILEX CRENATA'COMPACTN
COMPACT JAPANESE HOLLY
18in.-24in. S d.
CONT.
JSG
14
JUNIPERUS CHIN. SARGENTII'GLAUCN
BLUE SARGENTS JUNIPER
18in.-24in. Sod.
CONT.
PJM
22
RHODODENDRON'PJM'
PJM' RHODODENDRON
18in.-24in. S d.
CONT.
RCA
4
RHODODENDRON CATAWB.'ALBN
WHITE CATAWBA RHODODENDRON
18in.-24in. S d.
CONT.
RM
7
RHODODENDRON MAXIMUM
ROSEBAY RHODODENDRON
24in.-30in. Ht.
B&B
TH
6
TAXUS MEDIA'HATFIELDII'
HATFIELD YEW
21/2ft: aft. Ht.
CONT.
VD
7
VIBURNUM DENTATUM
ARROWWOOD VIBURNUM
18in.-24in. Sod.
CONT.
ALL LANSCAPE BEDS TO RECEIVE PINE BARK MULCH
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CONCRETE DUMPSTER PAD
w/ CHAIN LINK FENCE
INSTALL SLATS IN FENCE
LANDSCAPE PLAN
1 "=30'
M
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FUTURE ADDITION
1800 SF
FIN.FLR.74.00
PROPOSED BUILDING
4400 SF
FIN.FLR.74.00
\00'
FIF
5
• �I/fit +
PJM
4
3
7
PM
5
LOT AREA = .94 ACRE
40,733.20 SF
LADA, P.C.
Land Planners
lada2.tif 104 West Street
Simsbury, CT 06070 (860) 651-4971
2050 Route 22 (Suite 106)
Brewster, NY 10509 (845) 278-7424
'FINAL TOWN APPROVAL
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PDS ENGINEERING &
CONSTRUCTION, INC.
107 Old Windsor Road
Bloomfield, Connecticut.06002
Telephone: (860) 242-8586
FAX (860) 242-8587
SITE ENGINEERING :
(APPLICANT)
PDS ENGINEERING
& CONSTRUCTION
107 OLD WINDSOR
ROAD
BLOOM FIELD,CONNECTICUT 06002
860-242-8586
SURVEYOR :
PDS ENGINEERING
& CONSTRUCTION
107 OLD WINDSOR
ROAD
BLOOM FIELD,CONNECTICUT 06002
860-242-8586
OWNER :
DAVE ZYLBERMAN
350 CHAPEL ROAD
SOUTH WINDSOR,CONNECTICUT 06074
860-528-3500
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ADJUST FRAME ELEVPTION ° CROSS-COUNTRY PAVED AREAS
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OPOSED GRADE TRENCH CUT
` • 6" TO 8" DEEP
2" 8%- 1 " �j 2 -Ae" TOPSOIL Bt SOD OR SEED SEE PERMANENT --^- SAW CUT AND SEAL JOINT s" TO s" WIDE
cn PAVEMENT PATCHING DETAIL
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P'! Ts/ e Q > Is AV£MENT SECTION OR 4"MIN' 1 (COMPACTED) CLASS2 BITUMINOUS
« > 3 - CONCRETE SURFACE COURSE (OR INTO GRADE 12" MIN.,
LANdSCAPING (SEE PLANS) <?: ;U;Q,; t�' "(�Q'pp: EXISTING SET 8' TO 10' APART, AND
s ti. ....- APPROVED GRANULAR NON- MArcN.EXISTING, IF GREATER) M,04
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Ci I "_•p,-.K', ORGANIC BACKFILL MATERIAL --- 2"(COMPACTED) CLASS I BITUMINOUS
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THE PARE FENCING A. BACKFILL THE TRENCH
n
N MAX. 24" ABOVE PIPE 16 (MIN. AS AMENDED, PLACED �'a p 1 E1ah PA FILTER FAD EXTEND IT INTO AND COMPACT THE
12"(MIN.) T024°(MAX.)ABOVE D s'•t c7q';E TRENCH 8".
&:,'ti: •' d �• "n!A EXCAVATED SOIL.
'1.;,1.„•:;,t,.:: ':1'.:-'. !.:.'. �", I:.;,i ;•/.1;.: 6" - I TOP OFPIPE. t71:V'4} I 6a(COMPACTED)PROCESSED GRAVEL
� POURED CONCRETE OR - ,..
PRECAST SUMP z 0: ': ' •-• o•
Do.l: I
APPROVED BACKFlLI PLACED PQ� I :o (TRENCH BACKFILL) M.02-GRAO,'8 .. b0 DoSUBASEOVER COMPCTED SUSGRADE
AND COMPACTED IN 12' LAYERS "(OR AS OTHERIWSE APPROVED)I COMPACTED BACKFILL 11 NO STONE LARGER THAN 3"\ 6" OF 3/4" CRUSHED STONE SAND BLA NOTESi _ NKET-MIN.TRENCH' NOTESFOLD FA RI \`
! B CUP
5'-4" 4'_4» t' 12 MIN. -' :. is I - ,
PIPE,AS SPECIFIED + wJDTH I
BEDDING ON SUITABLE NATIVE MATERIAL SAND BOOING PLACED AND I VARIES I I. ALL SAW CUT AND SEALED JOINTS TO
I.MINIh1UM COVER OVER TOP OR COMPACTED IN 6' LAYERS 1/20.0. , " I' -+! BE EITHER PARALLEL WITH, OR PERPEN-
' OF PIPE SHALL BE 2'-0". NO STONE LARGER THAN `.: :: see
x FRONT ELEVATION SIDE ELEVATION • 3/4" CRUSHED STONE BEDDING MATERIAL PIPE ; .;.:ter,' M 1 ` DICULAR TO, THE CENTER -LINE OF
« IN ROCK EXCAVA71ON OR IN UNSUITABLE 1 1/2 MATERIAL SHALL ,a;.,.,: 1 TYPICAL THE PIPE. PDS ENGINEERING &
2.WALL THICKNESS FOR
' MATERIAL -AS DIRECTED BY THE ENGINEER MEET D.O.T.D0TM2.05 a ,.o TRENCH
a 1/20.0. 8 •eo ` 3/4" BROKEN TRAPROCK I SECTION I 2. ALL MATERIALS ARE 7C MEET "
PRECAST UNITS LESS THAN MATERIAL SHALL MEET D.O.T. M,02,01.1 �O P ( FORM 814, AS AMENDED
I, FOR 3/4-STONE. PIPE o 0o f I
10 HIGH IS 6 . / f�. 4��.J'� . ( 8 A
A 6"MIN, goo°o°• ioo;i` g1 BOTTOM OF CONSTRUCTION, INC.
BACKFILL TO CENTERLINE OF PIPE +o eSI • cgCC DRAINAGEWAY
- WHEN USING POLYETHYLENE OR
�% 107 Old Windsor Road
p A.B.S. PIPE. 1
0.0•
y Z 2" 7y� 1'-6>/s" 1'-6%^ Yi^ 2" 12' PIPE t2" SECTION o A
g Bloomfield, Connecticut.06002
Z z a." a iSe" Asa^ N.T. S. Telephone: (860) 242-8586
0
SECTION I FAX (860) 242-8587
{ C I ( N.T.S. ELEVATION
m S a/ sjd g+�" 3'�Sd• POINTS 'A' SHOULD BE NIGHER THAN POINT 'B'
SITE ENGINEERING : (APPLICANT)
lr.:.. "'... 1.
'� D C7 �.,'; ,:.• %._ . PRECAST CONCRETE UNIT
LAN PDS ENGINEERING & CONSTRUCTION
r O----ADJUST FRAME ELEVATION TOWN OF SOUTH WINDSOR APPROVED TOWN OF SOUTH WINDSOR TYPICAL SANITARY SEWER APPROVED TOWN OF SOUTH WINDSOR PERMANENT PAVEMENT APPROVED
WSTH BRICKS 6"to12" STORM DRAIN TRENCH DETAIL 107 OLD WINDSOR ROAD
a ��^ STANDARD DETAIL. "' STA}�IDARD DETAIL TRENCH SECTION .�•� `' STANDARD DETAIL PATCHING DETAIL TYPICAL
2" t oAJANUARY, t s 9 t JANUARY, 1991 JANUARY; 199I BLOOMFIELD CONNECTICUT 06002
! REVISED: ►VDLI C MO KS 01 RECTOR REVIt[0: tW LlC 1roRKt DIRECTOR REVISED: ►UDLIC WOR s DIRECTOR
FILTER FABRIC FENCE '
y FOR EROSION CONTROL 860-242-8586
o W I
w rn 77 li
2'-0"
n I ACCEss covER Not to ScDle SURVEYOR
I I ! SECONDARY ACCESS COVER
PRECAST CONCRETE OR
CONCRETE MASONRY UNITS AN WLM-MEDIUM WALL LIGHT PDS ENGINEERING & CONSTRUCTION
�'�� Metal Halide oa ,
D � BRlTES �•) _ . 107 OLD WINDSOR ROAD
�' .�.: t "/:�:;-.., DIMENSIONS ' �10`�FPG� GRATE ' BLOOM FIELD,CONNECTICUT 06002
_ R:.,::.; ;:;, .:_•'- POURED CONCRETE OR _-,.E.•:::. G J ' 860-242-8586
PRECAST SUMP ` 4��EQ 3' STAKES
ANCHOR VATH TWO
.................
> r — s' - y I? TO F EACH BALE 1 dui >✓t T31=+�
Cn " 4'-O" C OF 3 4" CRUSHED 3'-0" 44' OIA. N.O. (2) LO r y OWNER
Z STONE O FOP, WALL MOUNT I rn 1 00 . 1h1�L,cr
o NOTES! " 41/47~--I2•K.o. ;� ;� o • I DAVE ZYLBERMAN
5°-4` I,MINIMUM COVER OVER TOP a-4" PS ��F'4 FLow -- -> 1,' — FLow 350 CHAPEL ROAD
® 4" MINIMUM R�- SOUTH WINDSOR,CONNECTICUT 06074
I a FRONT ELEVATION OF PIPE SHALL BE 2' SIDE SIDE ELEVATION I 6 C7 DD7 2" Qj '
?-.WALL THICKNESS FOR ,a-,/z --! a„— FILTER i'ABRIC , f �• , 1 860-528-3500
a ORECAST UNITS LESS THAN (368.3 mm) (203.2 mm) 1 1 r r 1 1 1
Id HIGH IS 6".
t3-0/4" 9'-0"
(336.6 mm)
CONSTRUCTION ENTRANCE HAY_ BALE INSTALLATION
------------ ---------- - `RACKING PAD AT LfW POINT CATCH BASINS
N.T.S.
I I
I I iI
ALL OF BASIN
NEENAH TRAP HOOD
MODEL NO. R3701 OR CAST
EQUAL WITH HOOKS IRON
HANDLE
TLET PIPE
I
I '
I
l_-----------------------� HANDICAP SIGN
SCALE 1/2 =1'-0"
z
HANDICAPPED PARKING SPACE -
2f: MAX SLOPE' U
1000 GALLON OIL -WATER SEPARATOR STANDARD SIM
aT BLUE' BACKGRWND
I " CHAMM �A, %T-_ � AND tFt"� INO g� `� ''y` W
TRAP HOODS SHALL BE INSTALLED DESIGN NOTES Z
IN ALL CATCH BASINS, WHERE T,0,1N• I �•VA!?I�5 1. CONCRETE - 5000 psi 28 days o 0 Uj 0 W
W
REQUIRED BY TOWN ENGINEER TO 2. Reinforcement- ASTM A-615,Grade 60 d POST
SATISFY ENVIRONMENTAL CONCERNS.
' I I 3. Loading- AASHTO HS20-44 N � i
• �0 4. Joints sealed with mastic sealant
U FINPAV�M�W RNISYED CRAVE
5. Inlet & outlet piping and test not supplied Q O Z
6. Coated inside with epoxy sealer LU Q
12" Coated outside with asphalt sealer LU
BAC�CFILL 1Q• 3• Z J J
7. Inlet & outlet pipe connections sealed
Q N
sT7T/?E7J z � � I— aR.
.:;..•,; •. AREA Z
';i 112" SQUARE ULU
Z
:- CONCRETE' BASE W
TOWN OF SOUTH WINDSOR R O
• SC-310 END CA � Y:::•'�J%:��:• � - O 1..1 r (%� Q
APPROVED ' •' �J ''' ' 5'
STANDARD DETAIL TRAP HOOD INSTALLATION FINFAV�WW (8) #- FNM CON) SC-310 CHAMBE a
JANUARY , 1 9 9 T WELL GRADED GRANULAR BACKFILL WHICH CONTAIN AN
REVISED: rustic x0 Kt 01 RECTOR EVEN DISTRIBUTION OF PARTICLE SIZES WITH NO MORE
I'/ 2 INCH WASHED THAN 12Y PASSING THE #200 SIEVE COMPACTED TO A
MINIMUM OF 957 OF THE STANDARD PROCTOR DENSITY, C IT it /j/ O S CO CRETE PA l „NG SEAL
CRUSHED ANGULAR STONE SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN L7! !V/V!!tY V�3 CONCRETE {/, BITUMINOUS CONCJRET�" Ct1l�g
.. STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, Sa4X 112` R'1 �-0`
z FILTER FABRICOR WWW,STORMTECH•COM. SCALE: 2-
-7 ,,• 1-D • ,_,i• /
� ELEV•74.00 i1NISXED GRAD£ I
8" CONC,%A3 w/ 6x6 6/ 6/ wwm (2 LA)U5)
•
8" COMPACtP 13ANK.1UN GKAV�I - 1 • v► .• a•
# 5 �C3AF @ 2 0 OC M N. • t . `, . _ ♦ •? i ♦ 3 BIT. CQNQRETB
6" MIN. .� .atsa��•••`++ ►*.i�i�'t.�:i,�+ ♦ .�'� 1 _ -� •
O O O O O . i.
0 o ao t.• • • •+ . • AROl,Sp AGGREGATE t
ELE V 7100 +'+'"• ► •.►N. Zl'
• 00 0 n n O ""^'"• •- • • CANPACiED STABLE �� J P1... .
O o O o o 1 SY/B--BASS :. D1 J: CONIiElE i7ERtf P� era
9" 3" PAWNG MATERIAL
6'ELEV.69.67 �(/f�] R {A� + ENGINEER: FB
CM NC. \f TE WALK BASE
,t♦XI
d a - c c e.. � I r • r 4' DAJG JV7f! ICJclAI.
-1 III=1-1 I=1 11=1 I pi= .s�cAc 1/2Sl - o ARCHITECT: B S
COMPPCT�n SLI3GI'At?� 3' o„ (2) Tt 5 ��f3A!? coNr, I I II I I I I I I I I I II) I I II WATER TABLE ELEV,68.50 + PROJECT M G R:
PIMH 11,r PD? f2" DRAFTED BY: BF
121 MIN. TYP. 34' 12" MIN. TYP. is :•t: •"':•i:• ✓'r:':r •:ir:i, sr
, i•:•,•, • i r: � i , •1'YilEr TW 1/ VI�47.4 JG
��1'AINING WALE 5�C110N .
` .. 2" PROCESSED GRAVEL
5�C110N @ CONCP�1F_ Pum51�p PPV N•T,5, STORMTECH SC-310 CHAMBER SYSTEM I I
N.T'5' TYPICAL CROSS SECTION DETAIL .
COMPACTED STABLE
NOT TO SCALE i «WJ3-BA51E
0 12
STANDARD TYPE C CATCH BASIN
LET PIPE 15'ADS
.65.50
HDPE REDUCER/ADAPTER
(SEE DETAIL THIS SHEET)
r---- _---------------------�
=' ___
IIr= _-=;.==-
SEPARATOR UNIT
FERNCO COUPLER WITH
SHEAR RING SEE DETA]
THIS SHEET
CONTAMINANT STORAGE MANHOLE
PRECAST CONCRETE STRUCTURE
WITH WATERTIGHT JOINTS TO THE
TOP OF THE MANHOLE
PRIMARY SEPARATION CATCH BASIN
PRECAST CONCRETE STRUCTURE
WITH WATERTIGHT JOINTS TO THE
TOP OF THE GRATE
INLET PIPE 15-ADS
IN V.65.55
B
PLAN VIEW
130' HEAVY DUTY MANHOLE
' '—FRAME AND VENTED COVER
ANCHORED SECURELY IN PLACE
TERTIGHT CONNECTION
MEET ASTM C-923
3/4' MINUS STONE
FLOWABLE FILL BENEA
SEPARATOR U�
PRIMARY CATCH BASIN STORAGE MANHOLE
SECTI❑N AA
BAYSAVER, INC. - Ph: 301-829-6470 Fax: 301-829-3747
1010 DEER HOLLOW DRIVE, MOUNT AIRY, MD 21771
THE BAYSAVER SEPARATION SYSTEM IS PROTECTED BY U.S. PATENT #5746911
A A
CORRUGATED
HDPE PIPE
WATERTIGHT COUPLER
WATERTIGHT COUPLER
4 CORRUGATIONS
SEPARATOR
ID
OUTLET
PIPE ID
Baysaver
Baysaver
Maximum
Maximum
Impervious
Separator
Manhole Sizes
Treatment
Treatment
Area
Unit
(prim. x stor.)
(cfs)*l
(gpm)*1
(acres)
1K Baysaver
48x48
2.4
1076
1.2
Separator
BAYSAVER MAINTENANCE
BAYSAVER SYSTEMS MUST BE INSPECTED AND MAINTAINED
PERIODICALLY. INSPECTION IS MADE BY CHECKING THE DEPTH OF
SEDIMENT IN EACH MANHOLE WITH A GRADE STICK OR SIMILAR
DEVICE. MAINTENANCE IS REQUIRED WHEN THE SEDIMENT DEPTH
IN EITHER MANHOLE EXCEEDS 2 FEET. MINIMUM INSPECTI❑N IS
REQUIRED TWICE A YEAR TO MAINTAIN ❑PERATION AND FUNCTION
OF BAYSAVER.
MAINTENANCE C❑NSISTS OF THE F❑LLOWINGi
A. C❑NTAMINANT STORAGE MANHOLE
1. REMOVE THE ENTIRE VOLUME OF THE CONTAMINATED WATER BY
VACUUM TRUCK,
2, CLEAN THE MANHOLE WALLS AND FLUSH OUT THE MANHOLE
USING A HIGH PRESSURE HOSE AND REMOVE FLUSHING WATER BY
VACUUM TRUCK, MAKE CERTAIN MANHOLE IS CLEAN,
B. PRIMARY SEPARATI❑N CATCH BASIN
1. USING A SUBMERSIBLE PUMP, PUMP THE CLEAN WATER FROM THE
CENTER OF THE CATCH BASIN DIRECTLY INTO THE EMPTY STORAGE
CATCH BASIN UNTIL THE WATER LEVEL FALLS TO 1 FOOT ABOVE
THE SEDIMENT LAYER,
2, REMOVE THE SETTLED SEDIMENT AND REMAINING WATER BY
VACUUM TRUCK,
3. CLEAN THE CATCH BASIN WALLS AND FLUSH OUT THE MANHOLE
USING A HIGH PRESSURE HOSE AND REMOVE FLUSHING WATER
BY VACUUM TRUCK, MAKE CERTAIN CATCH BASIN IS CLEAN,
4. CONTAMINATED MATERIAL REMOVED FROM THE CATCH BASIN
MUST BE DISPOSED OF RESPONSIBLY AND LEGALLY BY THE
OPERATOR OF THE VACUUM TRUCK,
ELEVATION 71,75
NON-SHI
B-AYSAVER INSTALLATI❑N INSTRUCTI❑NS
1. CALL UTILITY LOCATOR TO MAKE CERTAIN IT IS SAFE TO
EXCAVATE,
2. STAKE OUT THE LOCATION OF THE PRIMARY AND STORAGE
STRUCTURES AND EXCAVATE THE HOLE. SLOPES MYST BE LAID
BACK OR SHORED AS REQUIRED. EXCAVATION MUST PROVIDE
ADEQUATE SPACE TO CONNECT INLET AND OUTLET PIPES TO
SEPARATOR MANHOLE AND THE BAYSAVER UNIT. INSTALL
STRUCTURES ON SOLID SUBGRADE AS DIRECTED BY A GE❑TECHNICAL
ENGINEER,
3. VERIFY THE SUBGRADE ELEVATION AGAINST THE MANHOLE
DIMENSIONS AND C❑NNECTING STORM DRAIN INVERTS. ADJUST BASE
AGGREGATE IF NECESSARY
4. INSTALL PRIMARY AND STORAGE MANH❑LES, MAKE SURE THE
BASES ARE LEVEL AND THE STORAGE MANHOLE ❑PENINGS ARE
ALIGNED WITH THE SEPARATOR UNIT. INSTALL RUBBER GASKETS ON
BASE UNITS AND COAT WITH LUBRICATING GREASE, INSTALL
ADDITI❑NAL MANHOLE SECTIONS AS REQUIRED.
5. SEAL ALL LIFT HOLES ACCORDING TO APPLICABLE REGULATIONS.
6, BACKFILL BASE SECTIONS OF MANHOLES TO INVERT OF STORAGE
MANHOLE CONNECTING PIPES. USING APPROVED BACKFILL MATERIAL,
BACKFILL AND COMPACT IN LIFTS WHICH ALLOW FOR ACCEPTABLE
COMPACTION. BACKFILL AND COMPACTION SHOULD BE SUPERVISED
BY A GE❑TECHNICAL ENGINEER, AND IS CRITICAL TO PREVENT
FAILURE OF THE SYSTEM.
7. INSTALL BAYSAVER SEPARATOR UNIT AND C❑NNECTING PIPES.
SEAL ALL C❑NNECTING JOINTS AND INSTALL REDUCER OR
REDUCER/ADAPTER.
PR❑VIDE TEMPORARY SUPPORTS AND HOLD-DOWNS AS NECESSARY TO
STABILIZE UNIT DURING REMAINING BACKFILL OPERATION.
8. BACKFILL SEPARATOR UNIT AND MANH❑LES, AREAS NOT
ACCESSIBLE TO C❑MPACTI❑N EQUIPMENT MUST BE BACKFILLED WITH
3/4' MINUS STONE OR FL❑WABLE FILL. CONCRETE BACKFILL IS
NOT ACCEPTABLE, STONE BACKFILL MYST BE PLACED CAREFULLY
TO PROVIDE SUITABLE BEDDING FOR THE BASAVER UNIT AND
CONNECTION PIPES. BACKFILL C❑MPACTI❑N SHOULD BE SUPERVISED
BY A GE❑TECHNICAL ENGINEER.
9. INSTALL AND SET MANHOLE COVER GRADE ADJUSTMENTS AS
NECESSARY.
10. INSTALL AND SET MANHOLE FRAME AND COVER UNITS.
11, FILL STRUCTURES WITH WATER.
12, THE SEPARATION MANHOLE AND THE STORAGE MANHOLE SHALL
BE CLEANED WHEN SEDIMENT CONTROL MEASURES ARE REMOVED AND
THE SITE IS PERMANENTLY STABILIZED. SEDIMENT AND DEBRIS
MUST BE DISPOSED OF PROPERLY.
PRIMARY CATCH BASIN
SECTION BB
GENERAL CONSTRUCTION NOTES
1. ALL WORK MUST BE DONE WITH REGARD FOR THE
SAFETY OF THE CONSTRUCTION CREW.
2. ALL WORK AND MATERIALS MUST COMPLY WITH
APPLICABLE STATE AND LOCAL REGULATIONS.
3. KNOW THE LOCATION AND DEPTH OF ANY
UNDERGROUND UTILITIES BEFORE EXCAVATION BEGINS.
NOTE:
BAYSAVERS ARE TO BE INSTALLED WITH THE
STORM DRAIN SYSTEM AND WILL FUNCTION
AS SECONDARY SEDIMENT CONTROL DEVICES.
UPON COMPLETION OF SITE STABILIZATION,
EACH BAYSAVER SYSTEM SHALL BE FLUSHED
CLEAN & THE MANHOLES CLEANED OUT AND
REFILLED WITH CLEAN WATER.
REDUCER/ADAPTER
'YSTEM PIPE
DETAIL THIS SHEET)
12
7
AC
6'
0
FERNC❑ FITTING DETAIL
(NOT TO SCALE)
DISTANCE AC
FERNC❑ NO.
SHEAR RING
1K
1 7,10'
1 1055-66
SR-27
BAYSAVER SYSTEM DIMENSIONS
DESCRIPTI❑N
1K SYSTEM
SEPARATOR MANHOLE DIMENSIONS
A
PRIMARY MANHOLE DIAMETER
48'
B
MANHOLE DEPTH BELOW OUTLET
8' - V
C
MINIMUM FLUID DEPTH
8' - 3'
STANDARD SEPARATOR UNIT DIMENSI❑NS
D
SEPARATOR UNIT ID
24'
E
SEPARATOR UNIT LENGTH
60'
F
BYPASS PLATE LENGTH
34"
G
WEIR/BYPASS PLATE THICKNESS
1/2'
H
ELBOW AND C❑NNECTING PIPE ❑D
7.125"
I
ELBOW LENGTH
48'
J
WEIR HEIGHT ABOVE INVERT
3"
K
BYPASS PLATE HEIGHT ABOVE INVERT
12'
L
WIDTH OF WEIR AT BASE
3"
M
OUTLET PIPE DIAMETER
M
N
ELBOW INVERT HEIGHT ABOVE UNIT INVERT
4 1/2'
❑
ELBOW PIPE OVERHANG
12"
STORAGE MANHOLE DIMENSIONS
P
STORAGE MANHOLE DIAMETER
48'
Q
MANHOLE DEPTH BELOW INLET/❑UTLET
48'
R
FLUID DEPTH
8' - 0'
S
TOTAL STORAGE VOLUME
200 CF
SYSTEM DIMENSIONS AND ELEVATIONS
T
SEPARATOR MANHOLE COVER ELEVATION
T
U
STORAGE MANHOLE COVER ELEVATION
U
V
SEPARATOR MANHOLE FLOOR ELEVATION
V
W
STORAGE MANHOLE FLOOR ELEVATION
W
X
INLET PIPE ID AND MATERIAL
X1
X2
Y
INLET PIPE INVERT
Y1
Y2
Z
SEPARATOR UNIT INVERT
Z
AA
OUTLET PIPE ID AND MATERIAL
AA
AB
ELBOW INVERT ELEVATION
AB
AC
CONNECTING PIPE INVERT ELEVATION
AC
AD
CONNECTION PIPE SPACING
20'
AE
STORAGE MANHOLE SIDE OFFSET
72 ± 6"
AF
STORAGE MANHOLE DOWNSTREAM OFFSET
23'
PDS ENGINEERING &
CONSTRUCTION, INC.
107 Old Windsor Road
Bloomfield, Connecticut.06002
Telephone: (860) 242-8586
FAX (860) 242-8587
SITE ENGINEERING : (APPLICANT)
PDS ENGINEERING & CONSTRUCTION
107 OLD WINDSOR ROAD
BLOOM FIELD,CONNECTICUT 06002
860-242-8586
SURVEYOR :
PDS ENGINEERING & CONSTRUCTION
107 OLD WINDSOR ROAD
BLOOM FIELD,CONNECTICUT 06002
860-242-8586
OWNER :
DAVE ZYLBER MAN
350 CHAPEL ROAD
SOUTH WINDSOR,CONNECTICUT 06074
860-528-3500
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ARCHITECT: BS
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NORTH ELEVATION
uiru CAv� Fecrie
CHJ 1 CLCV/'-11 IVIV
7A rA QTAniniKif_` cf7gM ROOF
."M
SOUTH ELEVATION
1/8"=1'-0"
30'-0"
11 Krr fll r,--rr'n ... / nn%A/1dQ0 nI ITC -T— FUTURE ADDITION
WEST ELEVATION
1 /8"=1'-0"
:ONCRETE STAIR
OVERHEAD DOOR (TYP.)
��. -LER
Id a_
PDS ENGINEERING &
CONSTRUCTION, INC.
107 Old Windsor Road
Bloomfield, Connecticut. 06002
Telephone: (860) 242-8586
FAX (860) 242-8587
SITE ENGINEERING :
(APPLICANT)
PDS ENGINEERING
& CONSTRUCTION
107 OLD WINDSOR
ROAD
BLOOM FIELD,CONNECTICUT 06002
860-242-8586
SURVEYOR :
PDS ENGINEERING
& CONSTRUCTION
107 OLD WINDSOR
ROAD
BLOOM FIELD,CONNECTICUT 06002
860-242-8586
OWNER :
DAVE ZYLBERMAN
350 CHAPEL ROAD
SOUTH WINDSOR,CONNECTICUT 06074
860-528-3500
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ARCHITECT: BS
PROJECT MGR:
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