HomeMy WebLinkAbout05-66P_IMPERIAL OIL COMPANY_SULLIVAN AVENUE`I "=200°
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ZONING DA T A TABLE
ZONE:
I (INDUSRIAL)
REQUIRED
PROVIDED
LOT AREA
20,000 SF
147,464 SF
LOT WIDTH
100 FT.
200 FT.
LOT DEPTH
150 FT.
737.43 FT.
FRONT YARD
35 FT.
241.11 FT.
SIDE YARD
10 FT.
35.75 FT.
REAR YARD
25 FT.
343.30 FT.
MAX.BUILDING COVER
50 %
5.5 %
IMPERVIOUS COVER
65 %
22.8 %
BUILDING HEIGHT
2 STORY/ 40FT.
1 STORY/ 20'-8"
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NOT VALID WITHOUT
RAISED SEAL THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS TF 813
20-300b-I THRU 20 OF THE REGULATIONS OF C❑NNECTICUT STATE AGENCIES - 15'RCP/N 8556
88,.
'MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF C❑NNECTICUT'
AS ENDORSED BY THE CONNECTICUT ASSOCIATI❑N OF LAND SURVEYORS ,INC. EXISTING SITE LAYOUT PLAN
IT IS AN ❑RIGINAL SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO
H❑RIZ❑NTAL ACCURACY CLASS A-2, 1"=40-
T❑ THE BEST OF MY INFORMATION, KN❑WEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY CORRECT,
ARTHOR M. NERIANI, LAND SURVEYOR CT.LS# 10250
Ia 100(CHD)
90.700
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PDS ENGINEERING
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CONSTRUCTION, INC.
107 Old Windsor Road
Bloomfield, Connecticut.06002
Telephone: (860) 242-8586
FAX (860) 242-8587
APPLICANT
I3DS ENGINEERING &
CONSTRUCTION, INC.
107 Old Windsor Road
I Bloomfield, Connecticut.06002
Telephone: (860) 242-8586
LAND SURVEYOR
NERIANI SURVEYING
35 Old Farms Road
Avon, Connecticut.06001
Telephone: (860) 677-7732
ENGINEER :
i
Frank Sorawski , P.E.
C' 107 Old Windsor Road
Bloomfield, Connecticut.06002
Telephone: (860) 242-8586
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LOCATION MAP
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ZONING DATA TABLE
ZONE: I (INDUSRIAL)
REQUIRED
PROVIDED
LOT AREA
20,000 SF
147,464 SF
LOT WIDTH
100 FT.
200 FT.
LOT DEPTH
150 FT.
737.43 FT.
FRONT YARD
35 FT.
241.11 FT.
SIDE YARD
10 FT.
30.v0 FT.
REAR YARD
25 FT-
343.30 FT.
MAX -BUILDING COVER 50 %
5.5 %
IMPERVIOUS COVER 65 %
22.8 %
BUILDING HEIGHT
2 STORY/ 40FT.
1 STORY/ 20'-8"
REQUIRED PARKING CALCULATION:
OFFICE = 2192 SF A 000 (4.5) = 10
INDUSTRIAL AREA= 6000 SF / 700 = 9
TOTAL REQUIRED = 19 (1 HANDICAP)
TOTAL PROVIDED = 19 (1 HANDICAP)
NO WETLANDS ON SITE PER SOIL SURVEY CONDUCTED ON MAY 19, 2005
BY HIGHLAND SOILS, LLC.
JOHN P. IANNI - PROFESSIONAL SOIL SCIENTIST
CONSTRUCTION NARRATIVE:
LEGEND
EXISTING CONTOURS
PROPOSED CONTOUR
90.00 a
1-0717-1.
EXISTING SPOT ELEVATION
PPOPOvED
- - - - -
QPOT ELEW,A,TION
- SILT FENCE EROSION CONTROL
❑
PROPOSED CATCH BASIN
❑
EXISTING CATCH BASIN
t5
175 w METAL HALIDE EXTERIOR WALL PACK
i ❑ '
STAKED HAYBALE @ CATCH BASIN
`-- J
( EROSION CONTROL)
TEST PIT LOCATION
TP
Y PT
PERO. TEST LOCATION
1. INSTALL SILT FENCE EROSION CONTROL IN AREAS SHOWN ON PLAN
2. CLEAR AND GRUB TREES AND VEGETATION TO LIMITS SHOWN.
s� 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
I 9. INSTALL BINDER COURSE OF PAVEMENT & 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
GENERAL SITE PLAN NOTES:
A PERMIT FROM THE ConnDOT IS RE0111RED FnR ANY WORK INAI II I IVAN AVFNI IF R O W
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
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 CTI IMPC Tn RF RI IRIFrI ON CITE
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
STORM SYSTEM MAINTENANCE SCHEDULE:
1- INSPECT ALL CATCH BASIN SUMPS & DETENTION POND OUTLET STRUCTURE
EVERY SIX MONTHS FOR REQUIRED REMOVAL OF EXCESS DEBRIS
2. ALL CATCH BASINS & DETENTION POND OULET STRUCTURE TO BE CLEANED
NiJAiLjAI I V Tn DPEVEAIT MI III n 1 ID !1C 011 T AAlnn,o wr•v00 MMMMfn
111 1- Ul- vl VIL1 r11YO/Vrl "Ma F-00 LJCOr"110.
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
C0INST RUC I ION 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 COUNCIL ON SOIL AND
WATER CONSERVATION IN COOPORATION WITH CONNECTICUT D.E.P.
D-E.P. BULLITIN 34, 2002
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% OR GREATER
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.
REGULATIONS
HORIZONTAL DATUM BASED ON M.D.0 `s_. /02U�L OFJ�z �Z(%(yLd�p�L %aZl�yL 0��7'Ot<fh UIG
ALL ROOF LEADERS SHALL BE TIED INTO STORM DRAINAGE SYSTEM ,tiasoR 40� �` 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 °o �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
TELEPHONE (860) 644.2511 ^'ooN`' AREA CODE 860 r 644.2811
ALL UTILITIES TO BE INSTALLED UNDERGROUND
THERE SHALL BE NO OUTSIDE STORAGE ON SITE
TEST PIT INFORMATION
DATE: AUGUST 31,20(5
TEST PIT 41
0 7" SANDYTOPSOIL
TAW RED SANDY GRAVEL
to'- 30" BROWN COURSE SAND
s0'-38" ASPHALTOEBRIS
38'-80' BROWN MEDIUM SAND
46' MOTTLING OCCURS
56' WATER WEEPS (15 MIN.)
80'- GRAYSAND(WET)
TEST PIT#2
0 3° SANDYTOPSOIL
3'-15" BLACK LOAM
is, fill" BROWN GRAY MEDIUM SAND
60, 110' COURSE SAND ( MOTTLING THROUGHOUT LAYER)
65- WATER WEEPS ( VERY LITTLE IN 15 MIN.)
0-10, TOPSOIL - FOREST UTTER
10' 26' BROWN SAND
26'-64" MEDIUM SAND -GRAY REDDISH
46' WEEPING OCCURS (NO MDTTLING )
W 120, FINEGRAYSAND
CONTACT PERSON: FRANK BORAWSKI
PDS ENGINEERING & CONSTRUCTION
860-242-8586
oveI)'7, aleslcv IL i(ll/L�
s C 1S40 SULLIVAN AVENUE -SOUTH WINDSOR. CONN. 00074
�NOsOe.co"� AREA CODE 860 J 64a2611
January 16, 2006
Mr. Ed Havens„ Jr.
981 Sullivan Avenue
South Windsor, Cr 06074
RE: Imperial al, 648 Sullivan Avenue
Approval tp Ownect to the'rown sewersystem
Dear Mr. Havens, Jr.:
The South Wm&or Water Pollution Control Authority, at its regular meeting of January 10, 2006,
gave approval for She connection to the Town's sewemge system to the proposed new Imperal
Oil N014 looted at 648 SOWn Avenue, Soudh Windsor, cr and as more specifically shown on
plans entitfed'unpelfal all company, South Windsor, Connecticut', eri
Prepared try PDS Engineng
N Corsbildion, Inc, Bloomaeld, Cr; Drawing S: C-102, Drawing Title: Sine grading a utility Plan,
Dated: 10.25-05, 12-2-05, 12-12-05, and 12-21-05) also Drawing -#: C-104, Drawing 71tle: Site
Plan Details, Dated: 10 25-05, 12-1245, and 12-21-05., and subject to the (billowing conditions:
I. Oil and grit separator must be Provided amordlng to DEP and Town regulations.
2 Permit must be obtained from the Stu* of Connecticut Department of Environmental Protection,
3. Technical approval of the Town Engineerfng Department,
4. Payment of a connection charge u1 the amrt of our33,3oB at time of connedim.
S. Fvml Authority approval and aoropbnce of the sanitarysevmage mnrlec n will be given once
the sewer line has been 1450lied and Inspected by the Town staff, and based upon the Wdtfen
Verification of the Town staff that said sanitary sewer line was Installed In substantial
0orlfoM4rI a with the design glans approved by the Authority, and meeting all Town regulations
and appropriate technical specifications relating to sanitary sewer 00155tjt CtlOn.
This approval letter must be superimposed on the final approvdl Plan
5,
Very truly yours,
]oseph J, Canino, Chairman
klB Water Putbn Conhol Authority
JC:ead
Cc Michael J. Gantick, Director of Pubk woft
Jeff DocUttle, Town Engineer
Marcia Banach, Director of Panning
Chris Dougan, C hW Building lnspectDr
NOT VALID WITHOUT
RAiSFD SFAI
^
ecember 23, 2005
ertified 970020460000197444507
DS Engineering & Construction, Inc.
tin: Frank Borawski
)7 Old Windsor Road
loomficld, CT 06002
E: Appl. #05-66P - Imperial Oil - 648 Sullivan Avenue, I zone
ear Mr. Borawski:
t the December 21, 2005 regular meeting, the Inland Wetlands Agency/Conservation
Dmmission approved with conditio
ns ors application 405-66P - Imperial Oil -
onservation request for a site plan to construct an office building and truck storage
trage on property at 648 Sullivan Avenue, I zone. This approval is subject to the
flowing conditions:
One blueprint copy of [lie 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.
The application shall indemnify and hold harmless the Town of South Windsor
against any liability, which might result from the proposed operation or use.
The permit is valid for five yea
rs rs and shall expire on December 21, 2010. It is the
landowner(s)/applicant(s) responsibility to track expiration dates and notify the
Commission of a renewal request at least 65 days prior to expiration.
All approvals required must be obtained and submitted prior to any activity on the
site.
A contact person shall be identified on the plans.
We recommend a bond in the amount of S2,000 be submitted to the Planning &
Zoning Commission to ensure compliance with the erosion and sediment control
measures.
A planting plan for the detention basin to be approved by Town staff.
The Soil Scientist report to be submitted to the application file.
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
Elizabe h A. Warren, Chairperson
EW:dr
cc: Chief Building Official
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS
20-300b-1 THRU 20 OF THE REGULATIONS OF C❑NNECTICUT STATE AGENCIES -
'MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF C❑NNECTICUT'
AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS JNC,
IT IS AN ORIGINAL SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO
HORIZONTAL ACCURACY CLASS A-2.
TO THE BEST OF MY INFORMATION, KNOWEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY CORRECT.
CERTIFIED MAIL # 7004 1160 0007 4128 1983
December 19, 2005
H and V LLC
Edward F. Havens
981 Sullivan Avenue
South Windsor, CT 06074
Dear Mr. Havens:
Re: Appl #Appl. 05-66P, Imperial Oil Company Site plans
We are pleased to advise you that the Planning &Zoning Commission voted on December 13, 2005 to approve
with modifications the above referenced application for a Site Plan of Development.
This approval is for the construction of a of a 8,470 sf building on property located at 648 Sullivan Ave.,
Industrial zone, as shown on plans prepared by PDS Engineering and Construction job dated 10/25/2005 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. 'Phis application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation
Commission, including a bond.
4. A landscape bond in the amount of $3,000 is required and must be submitted prior to filing of rnylars.
5. All bonds must be in one of the forms described in the enclosed Bond Policy.
6. An as -built plan is required prior to issuanceof a Certificate of Occupancy per Section 8.1.11 of the Zoning
Regulations.
7. Footing drains are required if the building has a basement.
8. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of
South Windsor.
9. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water
Pollution Control Authority.
10. If a State Traffic Commission certificate is required, no building permits will be issued until the certificate
has been issued (per CGS § 14-311).
11. The building street number must be included on the final plan.
12. Pavement markings must be maintained in good condition throughout the site drives and parking areas.
13. All free standing signs and/or building signs require the issuance of a sign permit before they are erected.
14. Engineering comments dated 12-13-05 must be addressed to tlhe satisfaction of the Town Engineer.
-102 with the above modifications, together with three blueprint
Black and white transparent mylars of Sheet #C
copies of the entire set of plans (including architectural elevations and landscaping plans) must be submitted to
this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well
as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars.
After the mylars have been signed by the Commission, they will be returned to you for filing in the Office, of the
Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department.
Very truly yours,
Patrick Kentift &innan
Planning and Zoning Commission
PK/bmm
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
Jack Krudwig, PDS Engineering & Construction
N/F
MSKW, LLC
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TEMPORARY C❑NSTRUCTI❑N
WETLANDS PER ❑FFICIAL ANTI -TRACKING APRON
TOWN OF SOUTH WINDSOR
WETLANDS MAP
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WETLANDS PER ❑FFICIAL
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CAN BE INSTALLED AS SHOWN WITH❑UTETERMINE IN FIELD IF SAMSEWER MH
INTERFEARING WITH EXIST.UTILITIES
10x10 SAN.SEWER EASEMENT TO BE
GRANTED TO THE TOWN OF SOUTH WINDSOR
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WILL BE LOCATED ON OWNERS PROPERTY
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SITE GRADING & UTILITY PLAN
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TAFF COMMENTS
12-30-05
DET.POND STRUC.ELEV.
1 -24-06
INAL TOWN APPROVAL
PDO ENGINEERING &
CO VTR V CTivi��� i i��C.
107 Old Windsor Road
Bloomfield, Connecticut.06002
Telephone: (860) 242-8586
FAX (860) 242-8587
APPLICANT
Pys ENGINEERING
CONSTRUCTION, INC.
107 Old Windsor Road
Bloomfield, Connecticut.06002
Telephone: (860) 242-8586
LAND SURVEYOR
NERIANI SURVEYING
35 Old Farms Road
Avon, Connecticut.06001
Telephone: (860) 677-7732
ENGINEER
Prank Borawski , P.E.
107 Old Windsor Road
Bloomfield, Connecticut.06002
Telephone: (860) 242-8586
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ARTH❑R M, NERIANI, LAND SURVEYOR CT.LS# 10250
PRUNING SHALL BE IN ACCORDANCE -
WITH APPROVED HORTICULTURAL
STANDARDS IN ORDER TO PRESERVE
THE NATURAL FORM OF THE SPECIFIC
PLANTS. IF APPLICABLE & APPROVED
BY THE LANDSCAPE ARCHITECT, ONE-
FOURTH TO ONE-THIRD OF THE WOOD
SHALL BE REMOVED BY THINNING
OUT TO BALANCE ROOT LOSS DUE
TO TRANSPLANTING.
BLACK RUBBER
REINFORCED HOSE
NOT LESS THAN
1/2" I.D. ABOVE FIRST
SET OF BRANCHES
2 STRANDS OF 12 GAUGE GALV. —�
WIRE. TWISTED
2"X2"XBI—O" POINTED CEDAR STAKES:
3 STAKES PER TREE — DRIVE
AT ANGLE AND DRAW VERTICAL
CUT BURLAP AND WIRE BASKETS—,,,,
FROM TOP 1/3 OF ROOT BALL
4" MULCH — FINELY
SHREDDED BARK MULCH
(SAMPLE TO BE APPROVED)
3" SOIL SAUCER
TOPSOIL
PLANTING MIX
SCARIFY GLAZED SIDES
OR HARDENED SURFACE
IF PITS ARE DUG WITH
AUGERING DEVICE
COMPACT PLANTING MIX
BELOW BALL. PITCH TO
PERIMETER OF PIT
GUY WIRES
TREEWRAP
TURNBUCKLE
FLAG
SET TOP OF ROOT BALL
AT OR SLIGHTLY ABOVE
FIN. GRADE
CUT BURLAP FROM
TOP 1/3 OF ROOT BALL
MULCH
3" SOIL SAUCER TYP.--,,,
HNISHED GRADE
TOPSOIL
PLANTING MIX
SUBSOIL
SCARIFY ANY GLAZED SIDES OR -
HARDENED SURFACES IF PITS
ARE DUG WITH AUGERING DEVICE
COMPACT PLANTING MIX--------
BELOW BALL. PITCH TO
PERIMETER OF PIT
EQUALS TWICE ROOT BALL DIA.
SET TOP OF ROOT BALL
AT OR SLIGHTLY ABOVE
FIN, GRADE
GHADt STAKING GUYING
i=J.'ri4ITImT=5' FINISHED GRADE
STAKING FOR EVERGREEN TREES GUYING FOR EVERGREEN TREES
_ OVER O" HT. OVER 10' H T.
.v.T . �Jf••-ate. w� • ^
NOTE: SHOULD STAKING OR GUYING BE REQUIRED
SEE DECIDUOUS TREE PLANTING DETAIL FOR METHODS.
- 2"X2" STAKES
6 MIN.
12"
_ MIN. EVERGREEN TREE PLANTING
EQUAL TWICE
BALL DIAMETER WITHOUT GUY WIRES
N.T.S. BLLD-010
STAKING GUYING
FOR TREE < 3" CAL FOR TREE > 3" CAL.
DECIDUOUS TREE PLANTING
N.T. S.
BLLD-008
LANDSCAPE LEGEND
SET TOP OF ROOT
BALL AT OR SLIGHTLY ABOVE FIN_ GRADE MULCH COMMON NAME BOTANICAL NAME SIZE QTY.
3" SOIL SAUCER (TYP.) �" ;
CUT BURLAP FROM TOP r '-ZI RED MAPLE ACER RUBRUM (ARMSTRONG) 3" CAL. 6
1/3 OF ROOT BALL - �y
• z`"`. • .�f+'F TOPSOIL
PLANTING MIX_ - SUBSOIL AUSTRIAN PINE PINUS NIGRA 6 - A FT, 5
-palSCARIFY SIDES OF
SCARIFY GLAZED MI ROOT BALL
SIDES OR HARDENED , " C)" MN. 6" COMPACTED PLANTING
SURFACE IF PITS,] DOGWOOD CORNIS FLORIDA 2 1 2" CAL. 3
ARE DUG WITH MIN. MIN. MIN. MIX BELOW BALL (TYP.) ` j /
AUGERING DEVICES EQUALS TWICE EQUALS TWICE
BALL DIAMETER BALL DIAMETER * ALBERTA SPRUCE PICEA ABIES NIDIFORMIS 2 1/2-3 FT. 2
BALLED CONTAINER
AND BURLAPPED GROWN HOLLY ILEX BLUE PRINCE 18"-24" SPD. 4
HOLLY ILEX BLUE PRINCESS 18"-24" SPD. 5
NOTE:
" IN AREAS OF MASS PLANTING, CONTINUOUSLY EXCAVATE
AND MULCH ENTIRE BED. o PFITZER JUNIPER JUNIPERUS PFITZERIANA COMPACTA 18"-21" SPD. 30
RHODODENDRON RHODODENDRON PJM 18"-24" SPD. 21
SHRUB PLANTING
N.T.S. BLLD-005 ARBORVITAE THUJA OCCIDENTALIS 4 - 5 FT. 6
"' ALL PLANTING BEDS TO RECEIVED PINE BARK MULCH "'•
VVCI LAINU BUFFER PLAI'11IVG SCIIEDULE
COMMON NAME
SIZE
QTY.
RED CHOKEBERRY
4 FT.HGT.
23
SILKY DOGWOOD
3 FT.HGT.
12
f^
HIGHBUSH BLUEBERRY
3 FT.HGT.
16
NOTE:
DETENTION BASIN TO BE SEEDED WITH EROSION-CDt4TROLARE-aTDRAT40N
`SEED-MIX+URE- BY NEW ENGLAND SEED MIXES.
l>ve+ � qs)n M 1 x
WETLANDS PER OFF
TOWN OF SOUTH WII
WETLANDS MAP
SULLIVAN AVENUE
LANDSCAPE PLAN
1 "=40'
N/F
`AFF COMMENTS
FINAL TOWN APPROVAL
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107 Old Windsor Road
Bloomfield, Connecticut.06002
Telephone: (860) 242-8586
FAX (860) 242-8587
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APPLICAN-- :
PDS ENGINEERING &
CONSTRUCTION, INC.
107 Old Windsor Road
Bloomfield, Connecticut.06002
Telephone: (860) 242-8586
LAND SURVEYOR :
NERIANI SURVEYING
35 Old Farms Road
Avon, Connecticut.06001
Telephone: (860) 677-7732
ENGINEER :
Frank Borawski , P.E.
107 Old Windsor Road
Bloomfield i'n —Min„i ngnr1�J
Telephone: (860) 242-8586
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FRONT ELEVATION I SIDE ELEVATION
PRECAST UNITS LESS THAN
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8 5/16 Type "C-L" top and grot
8 13/iS'rt--
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16'
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87.66
MODIFIED RIP RAP PAO
4•- •-iL'� CConcr to •-D 3•-0' '-O
FRONT SIDE
CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED
AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH
MINIMUM 1/2"X3" STAINLESS STEEL BOLTS
NOTES:
1. ALL EXTERIOR WALLS OF CATCH
BASIN WALL BE FACED, PAINTED
AND GROUTED WITH CEMENT.
2, LADDER RUNGS SHALL BE PRO -
P
"A"
VIDEO IN CATCH BASIN YMERE
HEIGHT OF STRUCTURE EXCEEDS
with Type grali►
8 FEET.
(SEE NOTE 9)
3. IN SANDY SOILS APPLY DAMP -
PROOFING ON ALL FOUR WALLS,
4. RED BRICK NOT TO BE USED.
S. VMERE PRECAST CONCRETE UNIT
tt
IS
UNIT SHALL BE AT LEAST
6' BELOW THE BOTTOM OF THE
PIPE OUTLET FROM THE CATCH
1 2- SMOOTH STEEL BARS
BASIN.
6. NMERE MASONRY CONCRETE UNITS
4'X8" OPENINGS
28'
ARE USED. CORBELLING WILL BE
SPOT WELD ® EACH JOINT
PERMITTED. MAX. CORBEL TO BE 3.
NO PROJECTION SHALL UTEND
INSIDE LIMITS.
B
7. ADJUSDJUS FT FRAME ELEVATION WITH
CONCRETE BRICKS C TO 12'
TOP8.
PROVIDE MINIMUM 2'-0' OF
COVER OVER PIPE AT BELLS
9. PROVIDE 6' OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT BASE.
10. TOP GRATE SHALL BE BOLTED D01'M
TO FRAME.
11. ALL FRAMES AND GRATES SHALL BE
GALVANIZED.
NOT TO SCALE
APPROVED
TOWN OF SOUTH WINDSOR
DETENTION BASIN OUTLET
STANDARD DETAIL
MARC". 2005
REVISED: MAY, 2DO1
PUBLIC WORKS DIRECTOR
POPE
SIZE
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21'
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12
24'
1 17
1 10
2 10
1 1/Z
1'
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2 10
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30'
20'
13
1 3'
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2'
1
38"
22
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13 1/2'
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2'
• 1/2'
ENERGY DISSIPATOR
RlrISlO=
• BEDDING ON SUITABLE NATIVE MATERIAL
OR
• 3/4' CRUSHED STONE BEDDING MATERIAL
IN ROCK EXCAVATION OR IN UNSUITABLE
MATERIAL'AS DIRECTED BY THE ENGINEER
MATERIAL SHALL MEET D.O.T. M.02.01.1
FOR 3/4-STONE.
BACKFILL TO CENTERLINE OF PIPE
WHEN USING POLYETHYLENE OR
A.B.S. PIPE.
OPOSM owe
AVEMENT SECTION OR
LANDSCAPING (SEE PLANS)
WARNING TAPE - MIN. 12"
MAX. 24" ABOVE PIPE
APPROVED BACKFILL PLACED
AND COMPACTED IN 12' LAYERS
(OR AS OTHERWISE APPROVED)
NO STONE LARGER THAN 3"
SAND BEDDING PLACED AND
COMPACTED IN 6' LAYERS
NO STONE LARGER THAN
11/2". MATERIAL SHALL
MEET D.O.T. M2.05
TOWN OF SOUTH WINDSOR STORM DRAIN TRENCH DETAIL APPROVED
STANDARD DETAIL
J A N U A R Y. t 9 9 1 REVISED: ►D0u C w0 KS DI RECTOR
N'" r'E.. WLM-MEDIUM WALL LIGHT
Allliiiim
BRITESMetal Halide
DIMENSIONS
.44• DUI. N.O. (2)
FOP. WAU MOUNT
8-
(368.3 (203.2 mmJ
IO
131/4-
(336.6 mm)
<. r y s _f.
LAWN/
CROSS-COUNTRY
STREETS/
PAVED AREAS
SEE PERMANENT
TOPSOIL a SOD OR SEED
PAVEMENT PATCHING DETAIL
i"MIN
LIM
o. v'
APPROVED GRANULAR NON-
>o'Q,;:9'O
p:q tipvo. ORGANIC BACKFILL MATERIAL
PLACED AND COMPACTED IN
(I ONE FOOT ) (MAX.) LIFTS.
WARNING TAPE PER CONN.
GENERAL STATUTE SECTION
16-345, AS AMENDED, PLACED
12"(MIN.) TO24"(MAX.) ABOVE
1 TOP OF PIPE.
:�2b k•3�•0.0
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•'�•�•4'i
12°MIN.
I•,;
PIPE
1' . r1
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PIPE°i
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12" 1 PIPE lF 12"
SECTION
N.T.S.
SAND BLANKET
PIPE,AS SPECIFIED
3/4" BROKEN TRAPROCK
TOWN OF SOUTH WINDSOR TYPICAL SANITARY SEWER APPROVED
STANDARD DETAIL TRENCH SECTION
JANUARY, 1991`�""�
RevISED: PUSLIC VORKe 01 RECTOR
an
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18" (MIN.) D1A. LA tj
INLET 18" OUTLET IA
MANHOLE
MANHOLE
MANHOLE EXTENDED TO GRADE
. (REWREO IF FILL OVER TANK EXCEE05 12'7
MANHOLES
W/STL FRAMES COTFiiS 6" MIN. COVER
a' CONCRETE
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8' INLET fel
8" OUTLET
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6" FROM FLOOR
SECTION.
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I. EXTERIOR OF SEPARATOR AND EXTENSION TO CRAOE MANHOLES
TO BE POATEO TNTH A WATERPROOF SEALANT.
2. INTORIOR OF SEPARATOR TO BE COATED WTH EPDXY
��SISTANT SEALANT RESISTANT TO CA$OLM
`
IgIO
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3. SEPARATOR TO OE RUC1URAtLY SFA1JtESS
ST
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4, CONCRETE - 5000 PSI AT 28 DAYS
S. RONFORCED FOR H-20 LOADING,
6. JOINT SEALED W/BUIYL RUBBER CASKET,
7. TEES FOR WLET &OUTLET ARE SUPPUEO $Y PURCHASER.
& INLET EXTENSION TO GRADE SHALL BE PROVIDED VdTH PROPERLY
SECURED VENT LINE EXTENDING 6 FEET (MIN) ABOVE TINMEO
GRADE. VENT SIZE SHALL BE AT LEAST 14 f THE SIZE OF
THE OUTLET DISCHARGE LINE FROM THE SEPARATOR.
9. OUTLET TEE PIPE SHALL BE EQUIPPED PATH A STAND PIPE
RISER EXTENDINO UP THE OCTFTISION TO GRADE MORE THAN
3 INCHES ASOr THE STATIC UWID LEVEL AND NO CLOSER THAN
8 INCHES FROM THE MANHOLE COVER.
_ 1000 GALLON OIL/GRIT SEPARATOR
N.T.S.
24"
SQUARE CLASS "C"
CAST IRON CLEANOUT FRAME & COVER. 9" CONCRETE
Le BARON FOUNDRY INC. LA0910,
NEENAH FOUNDRY COMPANY R-1975, 1.
OR CAMPBELL FOUNDRY COMPANY 4164. ;' 10' (MIN.)
ATTACH COVER TO FRAME W/TWO
STAINLESS STEEL SCREWS.
CLEANOUT
ADAPTER W/
.SCREW -IN CAD
2'-0"
f 45' ELBOW
\ 6' PVC SDR-35
DIRECTION
OF FLOW
WYE OR 45' ELBOW
CLEANOUT DETAIL
(NOT TO SCALE)
EXISTING
PAVEMENT
MI tN.'1 MI IN.•1
T'RENCH' I
WIDTH I
VARIES I
j SEE I
I TYPICAL
1 TRENCH I
I SECTION 1
(
I 1
1
SECTION
N.T. S.
SAW CUT AND SEAL JOINT
(COMPACTED) CLASS BITUMINOUS
CONCRETE SURFACE COURSE (OR
MATCH.EXISTING, IF GREATER) M,04
(COMPACTED) CLASS 1 BITUM(INOUS
MCOURSE ATCH EX( TI NG,RIF GREATER) OR
6*(COMPACTED) PROCESSED TRAPROCK
BASE.- M,05,OJ
6°(COMPACTED) PROCESSED GRAVEL
SUBASE OVER COMPACTED SUBGRADE
(TRENCH BACKFILL) M.02-GRAO,'8
NOTES
I. ALL SAW CUT AND SEALED JOINTS TO
BE EITHER PARALLEL WITH, OR PERPEN-
DICULAR TO, THE CENTER -LINE OF
THE PIPE.
2. ALL MATERIALS ARE Td MEET "
FORM 814, AS AMENDED
TOWN OF SOUTH WINDSOR PERMANENT PAVEMENT APPROVED
STANDARD DETAIL_ PATCHING DETAIL
JANUARY; IS
Rl YlelOC PUBLIC WOR165 DIRECTOR
4" HINIMUN
CT DDT 2"
FILTER FABRIC
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CONSTRUCTION ENTRANCE
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6" TO 8" WIDE
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CONCRETE WALK
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1. SET POSTS AND EXCAVATE
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SET POST DOWNSLOPE.
WIRE FENCING
l too*
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INTO GRADE 12- MIN.,
SET 8' TO 10' APART, AND
CANTED 10' INTO SLOPE
3. ATTACH FILTER FABRIC
TO THE WIRE FENCING
AND EXTEND IT INTO
THE TRENCH 8".
COMPACTED BACKFILL
2. STAPLE THE WIRE MESH
FENCING TO THE POSTS.
4. BACKFILL THE TRENCH
AND COMPACT THE
EXCAVATED SOIL.
wa . 41'4
FLOW
HAY BALE INSTALLATION
ATlb-W-POINT CATCH BASINS
N.S.S.
3" Brr. CONQRE7E
8" PROMWEDD AGMEGAIE
4, ACTED STABLE
SUIB -RASE
5' 4000 PS ,1ONCRE1E
2" PROCESSM GRAVEL
4" BANK RUN ORAVE'L
COMPACTED STABLE
SU,&--RASE
HANDICAPPED PARKING SPACE -
21 MAX. SLOPE
T � /
AREA
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SCALE: 2" -
r CONOYE7E BERM
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PDS ENGINEERING &
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107 Old Windsor Road
Bloomfield, Connecticut.06002
Telephone: (860) 242-8586
FAX (860) 242-8587
APPLICANT
PDS ENGINEERING &
CONSTRUCTION, INC.
107 Old Windsor Road
Bloomfield, Connecticut.06002
Telephone: (860) 242-8586
LAND SURVEYOR
NERIANI SURVEYING
35 Old Farms Road
Avon, Connecticut.06001
Telephone: (860) 677-7732
ENGINEER
P-
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107 Old Windsor Road
Bloomfield, Connecticut.06002
Telephone: (860) 242-8586
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A=200
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uj
I.I�I
0
X
0
O
CL
O
a.