HomeMy WebLinkAbout98-34P_PREPARED FOR ROBERT LAVALLEE, LAVALLEE DOOR COMPANY_STRONG ROADGENERAL NOTES
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--;-e) 1540 SULLIVAN AVENUE - SOUTH wiNoson. CONN 06074
1. ALL CONSTRUCTION OF ANY IMPROVEMENTS SHOWN SHALL BE IN ACCORDANCE
AnEA CODE 960 / 644 251 1
WITH CONN. DOT FORM 814, AS AMENDED, rSTANDARD SPECIFICATIONS FOR ROADS
BRIDGES AND INCIDENTAL CONSTRUCTION", TOWN OF SOUTH WINDSOR SPECIFICATIONS
FOR CONSTRUCTION OF ROADS, ZONING AND SUBDIVISION REGULATIONS AND
CONNECTICUT LANDSCAPE ASSOCIATION'S "STANDARD SPECIFICATIONS FOR PLANTING
July 16,1998
TREES, SHRUBS, VINES, ETC.,- UNLESS OTHERWISE SPECIFIED.
Ccrtified Mail
2. INDICATED UNDERGROUND UTILITIES ARE BASED ON AVAILABLE DATA. THE
LOCATIONS SHOW ARE APPROXIMATE AND MAY NOT BE COMPLETELY SHOWN OR
Robert Lavallee
IN THE EXACT LOCATION. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL
15 1 Strong Road
CALL "CALL BEFORE YOU DIG-, OR 1-800-922-4455 AND HAVE ALL THE UTILITIES
South Windsor, CT 06074
MARKED ON THE GROUND. THIS DRAWING HAS BEEN BASED IN PART ON INFORMATION
Dear Mr. Lavallec:
PROVIDED BY OTHERS RELATING TO THE LOCATION OF UNDERGROUND SERVICES.
KI r% 0 C n
UAr fl A NNOT VERIFY THE ACCURACY OF Yule lkIF r%0LAA-nrW AIUM CUA LL NOT IJE H.L.I..
TTF_ %1r-W'IINV vL-T" F I Inr I %.� n a I, 114_ql mITU ,?nm
Re: Appi #98-34P. Addition on Property Located at 151 Strong Road
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE INCORPORATED HEREIN
AS A RESULT.
At the July 15, 1998 regular meeting, the Inland Wetlands Agency/ Conservation
Commission approved appi #98-34P, Robert Uavallee - IWA/CC permit for the
3. NO BROOKS ON SITE.
construction of an addition within the regulated area and associated improvements oil
property located at 151 Strong Road, I zone (Assessor's map 084, parcel 3A) as shown
4. ELEVATIONS -CGS DATUM.
on plans prepared by Torres Engineering, Inc. and dated June 2, 1998. This approval
COORDINATES-MDC DATUM.
is subject to the following conditions:
1. One blueprint copy of the entire set of plans and this letter reproduced thereon,
5. OUTDOOR LIGHTING TO BE LOCATED AS SHOWN.
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-
6. PROPERTY IS NOT AFFECTED BY THE 100 YEAR STORM AS DETERMINED BY THE
& Zoning Commission shall be considered having met this requirement.
FEDERAL INSURANCE RATE MAP.
2. The application shall indemnify and hold harmless the Town or South Windsol
7. TYPE OF DEVELOPMENT="INDUSTRIAL"
against any liability, which might result from the proposed operation or use.
8. USE=OVER HEAD DOOR COMPANY
3. The permit is valid for five years and shall expire on July 15, 2003. It is tile
laridowncr(s)/applicant(s) responsibility to track expiration dates and notiry the
9. ELEVATIONS BASED ON NGS DATUM
Commission of a renewal rcquc-t at le.
nst 65 clays prior to expiration.
4. All approvals required must be obtained and submitted prior to any activity oil thc
10. PARKING REQUIREMENTS: =20 SPACES
site.
1 SPACE PER 125 SQ.FT. OF OFFICE SPACE=8
1 SPACE PER 2 EMPLOYEES=10
5 . A contact person shall be identified oil the plans
PARKING PROVIDED=20 (10'x 20')
6. We recommend a bond in the amount of $1,000 be submitted to the Planning
11. SITE NOT WITHIN 50 OR 100 YR. FLOOD LIMITS(FEMA MAPS)
Zoning Commission to ensure compliance with -the Erosion and Sechmentatior
Control Mensuics.
12. ROOF LEADERS TO DRAIN INTO 8" CAST IRON PIPE,
13. FLOOD LIGHTS TO BE SHIELDED & LOCATED AS SHOWN
Very truly yours,
14. NO DUMPSTERS REQUIRED.
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
15. CONTACT PERSON: ROBERT LAVALLEE (860) 528 1036
57
Elizabeth A. Warren, Chairman
EAW/prrml
Cc: Chief Building Official
Planning & Zoning Commission
Town Engineer
Torres Engineenng
70- ulltz 01P soum ?_ iaaz d4ot"
15-10 SULLIVAN AVENUE ' SOUTH %VINDSOR. CONN 06074
AREA CODE 860 / 644 2511
CERTIFIED MAIL
July 24, 1998
4111111111 1:)
Mr. Robert Lavalle
151 =roing Ro,
g Ro
South rids,
Dear Mr. La,.
Re: Appl #98-34P, Lavalle Overhead Door Site Plan
We are pleased to advise I that the Planning & Zoning Commission voted oil
July 21, 1998 to approve with modifications the above referenced application for a Site Plan
of Developme is approval r 1h struction of a 3,600 sq. ft, addition on property
co"
located at 151 (ti-song Road I Z. a' how, on plans prepared by Torres Engineering, Job
No. 98009 as ised. T1 al is subject to the following modifications:
, t
I . Prior to com. 2nt of any site work, a meeting must be held with Town Staff.
2. No building permit will be i cd until the final mylars have been filed in the Town
' 'm" w"' D'e c'
Clerk's office.
to the
3. This applica to the conditions of approval of the Inland Wetlands
Agency/Conservation Z.6n, including a bond in the amount of $1,0oo.
4. An an -built 1;6&�is�r quired prior to issuance of a Certificate of Occupancy per Section
8. 1. 10 of the
5. A landscaping �bon the a nt of $ 1,000 is required and must be submitted prior to
7
filing of mylars.
6, All plans used in the field by the developer must bear the stamp and authorized
signature of the Town of South Windsor.
7. Impervious coverage to be shown on the plans.
R. Additional landscaping is to be added along the Indent Road frontage.,consisting of
evergreensand deciduous plantings.
,I). No outdoor storage is allowed oil the site.
10. A waiver, in accordance with Section 6.1.5.5d has been granted to allow the additional
overhead doors facing Indent Road.
Black and white transparent mylars of Sheet N 1, including Architectural Elevations, with
theabovc modifications, together with three blueprint copies of the entire set of plans must
be submitted to this Commission within 30 days to be stamped andsigned. The letters of
approval of this Commission as well as the Inland Wetlands Agency/ Conservation
Commission must be reproduced on the mylars.
Afte.- the mylars have been signed by the Commission, they will be returned to you for riling
in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be
suNnitted to the Planning Department.
FAC/dJw
Cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire.Marshal
Torres Engineering
Very truly yours,
Pb%NNING & ZONING COMMISSION
Frank A. Castro, Chairman
P 'LA
S M-ATM
MN
DAM
I
NUME
1
2
3
4
5
IS NOT AUTHORIZED R VALID.
MAP BLOCK LOT PROPERTY OWNER/MAILING ADDRESS
PROPERTY ADDRESS
97 10 A CMS VENTURES, LLC
420 LEDYARD STREET
HARTFORD, CT 06114
220 STONG ROAD
')UU I rl VVfNLJZ5UM, k-, I UOU14
Soo,
96
96, ON
75
74
14C
9 96-)
6-
16 CQ :Z)
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2X�o
-6 K41V 96-7
96,
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70- ON
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(96 �9
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-39
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I N
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IP CURB
KEY MAP: 1 Inch = 200 Feet
MAP
BLOCK
LOT PROPERTY OWNER/MAILING ADDRESS
PROPERTY ADDRESS
96
15
WINTON, FLORENCE
SAME
100 STRONG ROAD
SOUTH WINDSOR, CT 06074
96
20
1
A G BUILDERS, INC.
9 BANCROFT LANE
1052 MAIN STREET
SOUTH WINDSOR, CT 06074
NEWINGTON, CT 06111
96
21
39
6 BANCROFT LANE
SOUTH WINDSOR, CT 06074
96
22
38
14 BANCROFT LANE
SOUTH WINDSOR, CT 06074
96
23
28
BENNER, WILLIAM H. & MARIA ISABEI.
SAME
23 GORSKI DRIVE
SOUTH WINDSOR, CT 06074
96
24
27
DIACUMSKI, STANLEY & ANIELA
SAME
(SURV)
17 GORSKI DRIVE
SOUTH WINDSOR, CT 06074
96
25
26
A G BUILDERS, INC.
5 BANCROFT LANE
1052 MAIN STREET
SOUTH WINDSOR, CT 06074
NEWINGTON, CT 06111
84
15
34
A G BUILDERS, INC.
56 BANCROFT LANE
1052 MAIN STREET
SOUTH WINDSOR, CT 06074
NEWINGTON, CT 06111
84
16
35
SZYMCZYK, LEON
44 BANCROFT LANE
490 CLARK STREET
SOUTH WINDSOR, CT 06074
SOUTH WINDSOR, CT 06074
84
17
36
A G BUILDERS, INC.
36 BANCROFT LANE
1052 MAIN STREET
SOUTH WINDSOR, CT 06074
NEWINGTON, CT 06111
84
18
37
28 BANCROFT LANE
SOUTH WINDSOR, CT 06074
84
19
15 BANCROFT LANE
SOUTH WINDSOR, CT 06074
84
20
3
27 BANCROFT LANE
SOUTH WINDSOR, CT 06074
84
21
4
33 BANCROFT LANE
SOUTH WINDSOR, CT 06074
84
22
5
43 BANCROFT LANE
SOUTH WINDSOR, CT 06074
84
23
6
51 BANCROFT LANE
SOUTH WINDSOR, CT 06074
84
24
7
RONCALLI, MARIE
SAME
59 BANCROFT LANE
SOUTH WINDSOR, CT 06074
84
38
HARRIS, RICHARD G. & EDITH L.U.
SAME
65 IDENT ROAD
SOUTH WINDSOR, CT 06074
84
39
KEEFE, JAMES R. & LEE ANN
SAME
47 IDENT ROAD (SURV)
SOUTH WINDSOR, CT 06074
84
40
3B
LAVALLEE, ROBERT & PAULINE
2A STRONGROAD
151 STRONG ROAD (SURV)
SOUTH WINDSOR, CT 06074
SOUTH WINDSOR, CT 06074
84
41
3A
LAVALLEE, ROBERT & PAULINE
SAME
151 STRONG ROAD (SURV)
SOUTH WINDSOR, CT 06074
***SITE***
84
42
DIGENNARO, FRANK
4 STRONG ROAD
38 ]DENT ROAD
SOUTH WINDSOR, CT 06074
SOUTH WINDSOR, CT 06074
84
43
DIGENNARO, FRANK
SAME
38 IDENT ROAD
SOUTH WINDSOR, CT 06074
84
44
GOLDBERG, LOUIS H. & MARILYN N.
199 STRONG ROAD
1315 JOHN FITCH BLVD.
SOUTH WINDSOR, CT 06074
SOUTH WINDSOR, CT 06074
84
45
3,4
HALLER, BRIAN
2 IDENT ROAD
12 LITTLE LANE
SOUTH WINDSOR, CT 06074
WEST HARTFORD, CT 06117
84
46
2
HALLER, GEORGE TRUSTEE
50 IDENT ROAD
12 LITTLE LANE
SOUTH WINDSOR, CT 06074
WESTHARTFORD, CT 06117
84
47
1
HALLER, GEORGE
3 IDENT ROAD
12 LITTLE LANE
SOUTH WINDSOR, CT 06074
WEST HARTFORD, CT 06117
84
48
WILLSON, DALE S. & HARRIET B.
SAME
72 IDENT ROAD
SOUTH WINDSOR, CT 06074
84
49
CHARBONNEAU, ANDRE L.
SAME
1265 JOHN FITCH BLVD.
SOUTH WINDSOR, CT 06074
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GENERAL NOTES
1. ALL CONSTRUCTION OF ANY IMPROVEMENTS SHOWN SHALL BE IN ACCORDANCE
WITH CONN. DOT FORM 814, AS AM;7Nr)P-r) -4ZTANr)APr) (ZP971-lMl-A-nn z rop Pr)Antz
Sl E-111-AlIONS 1 01, 1,0--
BRIDGES AND INCIDENTAL CONSTRUCTION*, TOWN OF SOUTH WINDSOR SPECIFICATIONS
FOR CONSTRUC11ON OF ROADS, ZONING AND SUBDIVISION REGULATIONS AND
CONNECTICUT LANDSCAPE ASSOCIATION'S "STANDARD SPECIFICATIONS FOR PLANTING N 179804.0350
TREES, SHRUBS, VINES, ETC.," UNLESS OTHERWISE SPECIFIED. E 187301.5000
2. INDICATED UNDERGROUND UTILITIES ARE BASED ON AVAILABLE DATA. THE
LOCATIONS SHOW ARE APPROXIMATE AND MAY NOT BE COMPLETELY SHOWN OR
IN THE EXACT LOCATION. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL
CALL "CALL BEFORE YOU DIG" OR 1-800-922-4455 AND HAVE ALL THE UTILITIES
MARKED ON THE GROUND. THIS DRAWING HAS BEEN BASED IN PART ON INFORMATION
PROVIDED BY OTHERS RELATING TO THE LOCATION OF UNDERGROUND SERVICES.
WE CANNOT VERIFY THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE HELD
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE INCORPORATED HEREIN
AS A RESULT.
3. NO BROOKS ON SITE.
4. ELEVATIONS=CGS DATUM.
COORDINATES-MDC DATUM.
5. OUTDOOR LIGHTING TO BE LOCATED AS SHOWN.
6. PROPERTY IS NOT AFFECTED BY THE 100 YEAR STORM AS DETERMINED BY THE
FEDERAL INSURANCE RATE MAP.
7. TYPE OF DEVELOPMENT="INDUSTRIAL"
8. USE=OVER HEAD DOOR COMPANY
9. ELEVATIONS BASED ON NGS DATUM
I vit
10. PARKING REQUIREMENTS: =20 SPACES
1 SPACE PER 125 SQ,FT. OF OFFICE SPACE=8
1 SPACE PER 2 EMPLOYEES=10
PARKING PROVIDED=20 (10'x 20')
11. SITE NOT WITHIN 50 OR 100 YR. FLOOD LIMITS(FEMA MAPS)
12. ROOF LEADERS TO DRAIN INTO 8" CAST IRON PIPE.
13. FLOOD LIGHTS TO BE SHIELDED & LOCATED AS SHOWN
14. NO DUMPSTERS REQUIRED.
BEWCH MARK
15. CONTACT PERSON: R013ERT LAVALLEE (860) 528 1036
Tul- N.E. LUG
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LEGEND
7
REPLACE EXIST.
1�d EXISTING SANIIAR,( MANHOLF
6" ADS PIPE WITH j os
Rc-
8" DUCTILE IRON PIPE 5 EXISTING IRON PIN
ENCASED IN CONCRETE/.,
cri
UNDER PROPOSED c)- EXISTING HYDRANT
ADDITION to
EXISTING WATER GATE
Y,
4 1 '-
R?
-- ------------- ...........
EXISTING UTILITY POLE
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EXISTING INTERVAL CONTOUR
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------- o EXISTING SPOT ELEVATION
pi
70.7 x PROPOSED SPOT ELEVATION
ICZ
DECIDUOUS TREE
.01
Zap CONIFEROUS TREE
0.0 EXISTING ROOF LEADER
4S
FENCE
RA 9
.9 EXISTING OVERHEAD LIGHT
BG
tay. 00' PROPOSED OVERHEAD LIGHT
tv A�-
No 0 WdA SOIL TYPE
BG ELECTRIC LINE
s
op AR GIIY+�,
GAS LINE
BG
WATER LINE
AR AR - - - - - - - - - - - HAY BALES/SILT FENCE
BCLC BITUMINOUS CONCRETE LIP CURB
EXISTING BOLLARD
GRAPHIC SCALE
S/0 �0/4
c� 20 0 10 20 40 80
IN FEET
1 inch = 20 ft.
PLANT UST
EROSION AND SEDIMENT CONTROL MEASURES
ALL CONSTRUCTION AC77W77ES SHALL BE IN ACCORDANCE WTH THE CONNECTICUT
"GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL."
THE FOLLOWNG PLAN MAY BE REWSED BY TOWN PERSONNEL
AS FIELD CONDITIONS MAY WARRANT
THE PERSON RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF THE
EROSION AND SEDIMENT CONTROL MEASURES IS ROBERT LAVALLEE, LAVALLEE
OVERHEAD DOOR, STRONG ROAD, SOUTH WNDSOR CT
DURING CONSTRUCTION. EXPOSE AS SMALL AN AREA AS PO-13-13181F FnR A.*7-. SHnPT
A TIME AS POSSIBLE.
THE FOLLOWNG EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
IMPLEMENTED IN THE ORDER SHOWN BELOW
INSTALL HAY BALES OR SILT FENCE DOWNSLOPE OF DIS77JRBED AREAS
PRIOR TO ANY DISTURBANCE OF SOILS ON SITE.
INSTALL CONSTRUCTION ENTRANCE
BUILDING FOUNDATION AND CONS TRUC TION MA Y BEGIN. OT q�K
0
ALL DISTURBED AREAS SHALL BE KEPT TO A MINIMUM. ALL EXCESS MATERIAL
SHALL BE TRUCKED OFF SITE. TOPSOIL TO BE STOCKPILED AS SHOWN ON PLAN.
0)
I- ul,
=0
(-;YOUGH GRADING MA Y BEGIN.
-�,IALL EMBAKMENTS SHALL BE STABILIZED WITH STRAW MAT
MULCH AFTER GRADING IS COMPLETED.
SEEDING MIXTURE FOR FINISHED GRASSED AREAS WILL BE AS FOLLOWS
KENTUCKY BLUE GRASS 457o, CREEPING RED FESCUE 45Z AND PERENNIAL RYE
GRA SS I OX Al I TIJPPFf) A PFA.q -q14A PF FFr? T11 179-n qF'F-f)F-n A AM-) AP lif rf4P-r)
AS SOON AS POSSIBLE TO STABILIZE SOILS. THE SEED IS TO BE APPLIED AT A
RATE OF 1 LB11000 SF. PLANTING SEASONS ARE FROM APRIL 1 TO JUNE 1, AND
AND FROM AUGUST 15 TO SEPTEMBER 15. 4" MIN. TOPSOIL TO BE INSTALLED. z
z
Lli 0
(;�NNSTALL STORM SYSTEM AND OTHER U77LIT7ES UPGRADE. Lli a_ 0
��_-ANSTALL SEDIMENT PR07ECT70N SYSTEM AT EXISTING CB IN PARKWA Y AND I (o E <
AROUND EACH NEW STRUCTURE IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED. -i n () o
o < 0 u ry
CATCH BASINS SHALL BE PROTECTED THROUG14OUT THE CONSTRUCTION PERIOD AND >
0 CC) 0
UNTIL ADJACENT AREAS ARE PAVED OR PLANTED AND STABILIZED. Lu 0 0
11V,'>1ALL I-JAMKIIVU LUI. < Lj
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INSTALL LANDSCAPING. Q:f
a- LIJ (D uj
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0
1; 4 8 FIER PARKING AREAS AND CURBING IS COMPLETED AND GENERAL GRADING HAS CK
aEEN DONE, HA Y BALES, SIL T FENCES A NDIOR SIL T BA GS MA Y BE REMO VED ONL Y 0
< U)
WHEN APPROVED AND DIRECTED BY TOWN FORCES. ANY SILT OR SEDIMENT
REACHING DOWNSTREAM DRAINAGE SYSTEMS, SHALL BE CLEANED AND REMOVED
B Y THE CON IRA C TOR A T HIS EXPENSE. T-
QUANTITY
SYMBOL BOTANICAL NAME
COMMONNAME
Sl ZE
3
AR ACER RUBRUM
RED MAPLE
2-3" CAL
15
RA RHODODENDRUN
FLAME AZALEA
18-24" HT.
3
BG Ilex x meserveae"BLUE
GIRL" BLUE GIRL HOLLY
30-36" HT.
-
APPROVED Bf THE SOUTH WINDSOR PLANNING AND ZONING COMMISSION
CHAIRMAN SIGNED:
DATE
APPROVED:
DATE
FILED BY PLANNER ON:
DATE
IN ACCORDANCE WITH SECTON 8-3(l) OF THE CONNECTICUT GENERAL STATUTES,
ALL WORK IN CONNEC11ON WITH THIS SITE PLAN SHALL BE COMPLETED BY:
DATE
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TRENCH, WIDTH 1.) EXCAVATE A TRENCH STRAW BALE
OF BALE 4"DEEP AND THE WIDTH
OF A STRAW BALE. STAKE
BINDING
WIRE OR 2.) PLACE AND STAKE
TWINE STRAW BALES, TWO
STAKES PER BALE.
PACKED
STRAW
PLAN VIEW
COMPACTED 4.) BACKFILL AND COMPACT
3.) WEDGE LOOSE STRAW BACKFILL THE EXCAVATED SOIL AS
I,
SHOWN ON THE UPHILL
BETWEEN BALES TO SIDE OF THE BARRIER TO
CREATE A CONTINUOUS PREVENT PIPING.
BARRIER.
I on III)
BOTTOM OF
DRAINAGE WAY
PLAN VIEW z
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Ld < 0
A LJ CL 0 C)
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NOTE: POINTS 'A' LL_ >
B 00 W 0
LD BE HIGHER < (N 0 Z 0
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THAN POINTS 'S' w In 0 0
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ELEVARON VIEW uj w LIJ
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PLACEMENT AND CONSTRUCTION OF A STRAW BALE BARRIER < 'r- D
N. T. S. > 0
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I
ANCHOR WITH TWO HAY BALES
2"x2"x3'STAKES
EACH BALE
STORM SEWER
STRUCTURE
FLOW
�)' ( FLO\h
HAY BALE INSTALLATION AT
CATCH BASINS
N. T. S.
POST 1.) SET POSTS AND EXCAVATE
A 6"x6" TRENCH, SET
ANGLE 10* UP- POST DOWNSLOPE.
SLOPE FOR STA-
BILITY AND SELF
CLEANING.
100-
FILTER
FABRI�
E
12" DEPTH
MINIMUM
2.) ATTACH FILTER FABRIC
TO POSTS, EXTEND IT
TO THE TRENCH.
3.) BACKFILL THE TRENCH
AND COMPACT THE
FYC'AVATED SOIL
FILTER FABRIC 2x4WOODEN STAKES
TUCKED 6-12 VEN MIN. 12 IN.
IN. INTO 0 THE GROUND
GRADE.
—WOODEN LATERAL
CROSS BRACES
FLOW AS NEEDED.
�LUW
"��CATCH BASIN
SILT FENCE INSTALLATION AT
CATCH BASINS
N.T S
BOTTOM OF
0 0
_j
PLAN VIEW
A
A B
ELEVATION
POINTS 'A' SHOULD BE
HIGHER THAN POINTS 'B'
SILT FENCE nFTAII
N. T. S.
60,
ui,
4" MINIMUM
CT DOT 2"
FILTER FABRIC
CONSTRUCTION ENTRANCE
N. T. S.
;URFACE COURSE
FINISHED
GRADE
".'�'RETE
BINDER C-C,,
P�ROCES�SED Tt�-PR-OCK BASE
""_�EXISTING COMPACTED SUBGRADE
BIT. CONC. PAVEMENT
N. T. S.
12"
R=2"
6"
A4R*
4" TOPSOIL SEED
FINISH I CONC.
CONC, BINDER
NOTES!
TACK COAT TO BE APPLIED PRIOR TO CURB
PLACEMENT AS REQUIRED BY TOWN.
COATING TO BE APPLIED PER M 04.0l.ld4
BITUMINOUS CONCRETE
LIP CURBING SECTION
N. T. S.
3" MIN. TYP
CRATE \\-1/2" BOLT HOLES TYP
—1/4" ALUMINUM PLATE
2�0' EDGE OF EXISTING OPENING
T NOTES
0.4' 1. INLET CONTROL PLATE TO BE 1/4" THICK
ALUMINUM WITH 6" DIAMETER INLET OPENING
NEW
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PLATE 4" STAINLESS STEEL EPDXY ANCHORS, HILTI OR
EXISTING
RECTANGULAR EQUAL.
INLET
3. VERIFY THAT CENTER OF INLET OPENING IS
AT ELEVATION 65.3.
4. DESIGN ENGINEER TO INSPECT AND VERIFY
EX),STING ALL WORK ON THIS STRUCTURE BEFORE ANY
�21 15 RCP EXISTING WORK IS COVERED.
_ LOUTLET CATCH BASIN
ORIFICE PLATE, TO BE INSTALLED
3'-0"
4'-4 IN EXISTING CATCH BASIN
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