HomeMy WebLinkAbout99-73P_ADMIRAL MOVING & STORAGE INC._ELLINGTON ROAD--,vk A. - -4 M 7
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rofeeslonale, Inc.
Civil Engineers - Planhers - Surveyors - CIS
165 South Satollito Road
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
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& STORAGE INC
Im.-RAL MOVIN(
420 LLINGTON ROA sour rtt V
PROPERTY OWNERS WITHIN 500'
-MAP/LOT NO�----ADDRESS--------
OWNER (N/F)
7_1
PO BOX 415
JILLSON FARMS ASSOCIATES
E. WIND50R.HILL, 06028
13-1
112 DEMING ST
ANDRE L CHARBONNEALI & ASSOC.
13-2
112 WOODSIDE ST
YOUNG, FREDERICK W. & AUDREY A,
MANCHC�S4&R-,--CT-O6O4O---
13-3
493 CHAPEL ROAD
MILKIE. MARJORIE H.
13-4
420 ELLINGTON ROAD
ADMIRAL MOVING CO.
13-5
112 WOODSIDE ST.
YOUNG, FREDERICK W. & AUDREY A.
13-6
MANCHES 06040
637 S ET
MATHER, CLAYTAN D. & LOUISE C.
1 3-7
379 CHAPEL ROAD
1 0 ASSOCIATES, LLC
13-8
11 SOUTH LEE RD.
KISKUNES. LUELLE
MANTIC. CT 06357
13-9
415 CHAPEL ROAD
NOWAK, WALTER a & DOROTHY D_
13-10
423 CHAPEL ROAD
BERTINI. ANTHONY & SYLVIA
13--11
435 CHAPEL ROAD
BRADLEY, MORGAN J.
13-12
454 EWNG70N ROAD
CAPPELL ENTERPRISES, LLC
13-13
430 ELLJNCTON ROAD
CHRISTENSEN, EILEEN S. & PAUL L,
13-14
420 ELLINGTON ROAD
ADMIRAL MOVING & STORAGE INC.
13-15
411 ELLINGTON ROAD
FARLEY. WELSEY A. & MELINDA M.
13-16
395 ELLINGTON ROAD
HIGGINS, ISABELLA P.
13-17
395 ELLINGTON ROAD
MILKIE, MARJORIE H. & DENNIS CARROL
13-23
39.5 ELLINGTON ROAD
MILKIE, ROBERT D.
14-95,
700 SULLIVAN AVE.
THE J.E, 'SHEPARD CO. INC
14-101
445 ELLINGTON ROAD
FARINELLA, JOSEPH L. & LILLIAN J.
22- 15
336 CHAPEL ROAD
MEJKAR, LLC
22-16
107 PLEASANT VALLEY RD
POLA. LOUIS J, & BARBARA A.
22-17
3W CHAPEL ROAD
RODRIOUE, TIMOTHY
22-18
PO BOX 21"
H.D.k. PARTS SYSTEMS INC.
470 NAUGATUCK AVE.
MILFORD. CT D6460
22-19
PAREIT PLACE
BOTTICELLO, ANTHONY
MANCHESTER, CT 06040
22-20
CHAPEL ROAD
BISSELL COMMONS INC.
22-21
339 CHAPEL ROAD
MATHER, CLAYTON D. & LOUISE C.
22-23
273 CHAPEL ROAD
P&D REALTY CO.
23-53
ELLINGTON ROAD
CHAPEL HILL REALTY INC.
V�
22-16
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ft�% *1%. %'_� "...
22--20
13-17
KEY MAF D
SCALE: I"_200'
low
Zonh 7g D ah? A610ck
ZONE: 1-291 CORRIDOR DEVELOPMENT ZONE (CD)
ITEM REQUIRED/ALLOWED (CD) PROVIDED
Lot Area 5 acres 2.87 acres
Lot Width 300 ft. min. 82.77 f t.
Impervious Coverage 89.6% * 88%*
Building Height 60 ft. max 10 ft.
Front Yard 50 ft. 50 ft.
Side Yard 20 ft. 25 ft.
Rear Yard 20 ft. 25 ft.
ZBA Variance granted 9/1/88 for 89.6% impervious coverage.
SHEET INDEX
1 COVER SHEET " KEY MAP
2 PLOT PLAN
3 TOPOGRAPHIC PLAN
4 1 DETAIL SHEET
REV15EP: JAN. :26, 2000
DATE: NOVEM5ER 5, 1111
slyeet I
C: \JOB\287\88287-01 -DWG
n
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6 _I
N/F
ANDRE L. CHARBONNEA U
& ASSOCIATES
RETENTION BASIN
64
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REFERENCES:
1. ADMIRAL MOVING do STORAGE, INC. PROPERTY OF MARJORIE MILKIE,
420 ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT; SCALE 1 "=40';
DATE: 10/11/83 PROJECT 83-63 SHEET 2 OF 2 REVISED 3/6/84;
LUCEK ENGINEERING ASSOCIATES, INC.
2. ADMIRAL MOVING do STORAGE, INC. 420 ELLINGTON ROAD, SOUTH WINDSOR,
CONNECTICUT; SITE CONSERVATION AND LANDSCAPE PLANS; SCALE 1 "=40';
DATE: 1/12/85 REVISED 1/14/85; PAGE ENGINEERING INC.
NOTES:
1. PARCEL IS NOT IN THE 100 YEAR FLOOD ZONE.
2. VERTICAL DATUM AS PER REFERENCE #2.
3. ZONED AS 1-291 CORRIDOR DEVELOPMENT
4. NORTH AND WEST SIDES OF PROPOSED BUILDING ARE SURROUNDED
WITH GRASS PAVERS SO THAT RUNOFF FROM ROOF LEADERS WILL
DISSIPATE BEFORE REACHING ABUTTING PROPERTY.
u i
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
J o J
INFORMATION. ALL EXISTING UTILITIES SHOULD
p
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
1,
u
Z. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
\
\
\
RIGHTS TO DRAIN AS PER
VOLUME 315 PAGE 64.
- 1 SIO rIElNMMO'rX • lIIUMrltleafl. CI a6arAd7ea
AM%COOL 864,6444511
FAX 8604"27e1
CERTIFIED MAIiL
necember 17,19"
Admiral Moving and Sta-aye
dM Flffi .n OA '
South,kh W.Mc6nr., Cl• 060/4
Dear Madam/Sr:
N/F Re: Appl "9-73P, Admiral Moving and Storage Sft Plan
FREDERI CK W. We am p'°asedvice
d to ayou i a the P writ a ZM*V Commission voted on 12/7/99 to approve
with modlgcatlons the above referenced appilcatlon for a Site Plan of Development.
GRASS PAVERS & The approval Is for the roodrtfcittlon to add a 12AW Sq.1L self storage Wardto M btMng on
professionals, Job N1o.8 7 dAW 1118M, as reMsedn This approval b subject to the
s 3 A UDREY A. plat' prepared by °ea^
YOUNG fotlowtg met9lkati ra:
71 • 1. Prim to a wtirlenogrift* of." sib wort, a rneetlng must be held with Town Staff.
` . 2. No btft permit vA be Issued toO the final rtrylers hm been Bled In the corm Cler1t's office
0 ` . ` 6`S 2 > 3. An as w k plan Is required prior to f ionce of a C&M-atr ofOmrpenEy per Section &1.10 of
3 0 S6 ,1W the � flegullitiom
01 \\ 4 This A9�f'Ko�rt Is subW to CArtrri the Ions of approvai of the Ltlatrd Wetlands
s. M plans teed 1n the field by the developer must beer the sbmp and audrahed signawm of the
\ Tom of south Windsor.
6. Eng"mm I g canrrrertts of 1111W" must be addressed to the Town Engineer's sans iactlon.
T
- OZ C.� �. ` �0 Ce3 N/F Black and white transparent myUrs or Sheet #3 with the above modfi atlorts, together with three
2 0 F . F `CB7 •�\ n, \ B6 • SO blueprint r"oples or the enti a set of plans must be wto this Commission within 30 days to be
71 p �,, 40 cN / EILEES.
£ s R n
O�q 4�GyT M T �A0s, �� �o PA UL L. y
fob • F � B(/j� � B? CHRISTENSEN
`` �2 �% O//,/ 1 • DS p� f stamped and stgrast. The letters Of approval Of this Camml asiort as wag as the inland wetlands
r ' o0 S G a 0.4 EXIST. CB A9en yXonservatlon Cormmolun mu;t be rear duced an the mylars.
\ T.F. =70.01 you for filKg In the Office Drthe
\ F F.L. =65.98E After
the tot fin � pl the rut copy
f they will tin rtumtd to
filing W copy of the receipt mint he submitted to the. Planning
F.L.=66.01 S Department
R G V• \� Sincerity,
66 \ EXISTING GRAVEL STORAGE A
\ TO BE PAVED C� N
X71,50
>I �• �' CQ�C 6St Marshall Montana, Vice Chatnlan
71 S �7 �i \ T 2ilfatokV and zoning CrntrNssion
j/NG 2 g • q +� ` ` \ 3 �(/ a: Town Svineer
Ame trtitdk,y officialA56C �D 59or
Supervresdent of Pollution Ctxitrof
\ 08 _ f ire Marshal
V 4Q \ �� Drsicpt Professionals, hx-
uN ✓
18ti \ \ \ `\\
EXISTING EXTERIOR \
\ FLOOD LIGHT \
68
70
//ct /
\ /4
AREA OP PARC
125450 sq, i2t.
2.87 ac. c e s°
`
926 0 \ \
\ Al S6S• -�, , o \
\ 69 69 29 S8 �r \ s Y
69 \ `\
S/ No e(/iC \
N/F \ \ \ \ \ \ T 8 N/F r
ROBERT D. ��� N/F \ \ -3y \ OTHER LAN OF
O'
MILKIE \ AR'JORIE H. MILKIE \ _ \ 01 AL MOVING & TORAGE, INC.
LEGEND
v
EXISTING MONUMENT
p
PROPOSED IRON PIN
•
EXISTING IRON PIN
= _ VA' = =
EXISTING CATCH BASIN AND PIPE
_:M--
PROPOSED CATCH BASIN AND PIPE
x 287.3
EXISTING SPOT GRADE
300
EXISTING CONTOUR AND ELEVATION
-E.2�
PROPOSED CONTOUR AND ELEVATION
EXISTING BOUNDARY
x
EXISTING CHAIN LINK FENCE
PROPOSED BOUNDARY
-- - - - - - - --
SILT FENCE
REVISIONS
3 1/26/00 REVISE PER COMMENTS FROM TOWN ENGINEER
2 1/24/00 REV. PER TOWN COMMENTS
1 12/22/99 REVISION TO CHANCE AREA OF GRASS PAVERS
NO. DATE DESCRIPTION
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-i THRU 20-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS
SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2.
SIH TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
SIH
SIH 12882
BY RICHARD P. MARTEL LIC. No.
� H1 1- SnIIIH ,I ILId'1, IV 101 (44 ": ) "4N '4'0. 1! I h;. ,qli :. _
IF ,SIC CV1 tIVAN AVEMUM • 90t/TH W 20, , CV"N, etia/A
AHI.A CODE SIC ' G.-M, t
December 6, 1949
Certified eP462498J34
Design Frofessionals, Inc.
Attn. Peter D,-Maloe
165 South Satellite Road
South Windsor. LT W674
RF: Adndtal Moving and Storage
Dear MadamJSit
At the December 1, 1999 regultu mccting, the Inland Wetinnds
Agency/Conservation Convniasion approved application 099.73P -
Adma-W Moving and Storage - Conservation permi- for the construCtton of
a new storage building and associated improvcmcnis on property locate(
at 420 Eliingt.xe Road, 1-201 Corridor zone IAsse.sxr-i map 013• parce:
0411. This appov i, is subjecit to the following txmditxnis.
I One blueprint Copy of the entire set of plane and tins letter
reproduced thercon, must be submitted to tlus Cmiunission This
must be completed wirhm 6.5 days of approval prior to any
construction activity on the site. nano submitted to Pituming &
Zoning Commission %twit iD, considered having met this
requircment
2 The application %halt indernndv and hold harmless the Town of
South Windsor spins, any liability, which might result from the
proposed operation or use
3 The permit is valid for rive yearn and shill expire on December I,
2t104. it is the landowner(s); appheant(s) resptmsibility to track
expiration dates and notify the Commiasion of a rene%vi request at
leant 65 days prwr to r:atpinttam.
GRAPHIC SCALE
40 0 20 40 80
( IN FEET }
1 inch = 40 ft.
Admind Moving and Storage
I)eccmbcr 6. 1999
Page 2
4. Ali approvals required must be obtained and submitted prior to any
activity on the site.
5. A contact person shall be Identified on the plena.
Very truly yours,
INLAND WETI,ANDSAGFNCY/
CONSERVAT:UN COS MI=ON
idW dr
cc: Chief Building Official
Planning 3 Zoning Commission
Town. Bnglneer
Admiral Moving and Storage
-i's
860.291.8755
- `BOO pOG[�apa� PLAN
esign r o f e s s i o n a l s, inc. DESIGN.• S1H DRAM.- S/H CHECKED.- RtIAI
Civil Engineers • Planners • Surveyors • CIS ✓oB No.: 88-287 IDA7F November 8, 1
165 south satellite rood • south windsor • Connecticut 06074 DRAWING No.: C.- 1 AAtIOB 188287188287. DWG
BENCH MARK
rnAlr ri AAE) ACCI turn rl r\r 70 n
_ 8.31'07"E
1.40'
.01
DEPENDENT RESURVEY PREPARED FOR:
ADMIRAL MOVING & STORAGE, INC.
420 E LU NGTON ROAD
SOUTH WINDSOR CONNECTICUT
_06
- 7K:` z
71
-77 C,
77 77�
7
'77
..7
GENERAL NOTES:
EROSION CONTROL NOTES.-
SEEDING SCHEDULE
1.
ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR
ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF
STANDARDS AND SPECIFICATIONS.
1.
ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE NTH THE "GUIDELINES FOR SOIL
TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE
2.
ALL PROPOSED CATCH BASINS ARE TO HAVE 2. FT.- SUMPS.
ER08ION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION.
RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10
OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW
3.
CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
2.
HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USjNG TWO 2" X 2" X 36
RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT
4.
FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE 'TOWN OF SOUTH WINDSOR
WOODEN STAKES PER BALE.
TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135
AND/OR AGENT AND THE DESIGN ENGINEER.
3.
ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NEEDED.
POUNDS PER 1000 SQ. FT.
5.
CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET.
PERMANENT VEGETATION COVER
4.
CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES
6.
ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND.
DEPICTED ON THE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY
SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1
7.
UNLESS OTHERWISE NOTED 'OR SPECIFIED, ALL STORM DRAINAGE
PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL
USE THE FOLLOWING MIXTURE:
CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE NTH THE STATE OF
TOWN AGENCY.
KENTUCKY BLUEGRASS 45%
CONNECTICUT "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES. AND INCIDENTAL
CREEPING RED FESCUE 45%
CONSTRUCTION, FORM 814". OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION
5.
EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION,
PERENNIAL RYEGRASS 10%
DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE
WHEREVER POSSIBLE.
APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED
OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS.
AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE.
6.
AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR-DRIED WOOD CHIP MULCH
8.
EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION.
OR SEEDED WITH PERENNIAL RYEGRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE.
TEMPORARY VEGETATIVE COVER
THE CONTRACTOR IS TO HAVE EXISTING, UTILI TIES FIELD VERIFIED PRIOR TO CONSTRUCTION.
BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455.
7.
ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1
9.
THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED
OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT.
ANNUAL RYEGRASS 100%
TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON ELLINGTON
APPLY ONE POUND PER 1,000 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH
ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP.
8.
HAYBALES TO BE PLACED SO THE STRING DOES NOT COME IN CONTACT WITH THE GROUND.
AT 2 TONS PER ACRE.
10.
CLAYTON C. HEFFTER OF BURKHARDT ENVIRONMENTAL, INC.
9.
CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION.
FOUND NO WETLANDS ON THIS PARCEL. (2/20/89 REPORT)
11.
TOPOGRAPHY IN THE DEVELOPED AREA WAS FIELD VERIFIED
AND 15 TO, T-2 STANDARDS.
Q0M:;TRt J Q Tim SF0[TFNrF
12.
ALL FIELD MEASUREMENTS WITH RESPECT TO BOUNDARY DETERMINATION
-
CONFORM TO "A-2" STANDARDS OF ACCURACY.
1007. Po6t-Gonounx- RecvcW IPPE Gumc!-
13.
PARCFL ZONE IS 1-291 CORRIDOR DEVELOPMENT ZONE.
1.
PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNFR SHALL HAVE A PRE- CONSTRUCTION
6 r.ml?_4"
1
MEETING WITH THE TOWN OF SOUTH WINDSOR.
14.
STORM DRAINAGE PIPES WITHIN PROPOSED PARKING LOT SHALL BE
�?2,5 c-avo-q.
12" PVC ASTM D-3034 SDR-35 OR ASTM D-3033.
2.
THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRADING.
6.3 cm/3.3"
15.
TOPOGRAPHY IN THE AREA OF THE PROPOSED DEVELOPMENT WAS
FIELD VERIFIED AND MEETS T-2 STANDARDS OF ACCURACY.
3.
INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRADING.
16.
AREA OF PARCEL: 125,450± S.F. OR 2.87± ACRES.
0
5.
INSTALL STORM DRAINAGE. PROTECT TOP OF CATCH BASINS WITH HAYBALES AND FILT[R FABRIC
17.
ALL MONUMENTS FOUND OR SET IS DEPICTED HEREON.
AS DEPICTED IN THE DETAILS.
W-3.7 cW 6.6"
I
18.
NO PROPOSED EXTERIOR LIGHTING (DAYTIME USE).
R
IDP17PAPP (-,HPr.PAr)P' Fnp JDAWINIr'. ANIF) rHPPII\I('- Atdf) PPP-PAPF r)I<ZTHF,)Pf:_r) APF'AQ
L_" 4,-4" --1
PLAN MEW
APPLICATION OF GRADE
1'-7 318- 1 -
NnTES:
kL-L-E-X-TfRIOR-WALL5-OF--CAtTC4�
BASIN WILL BE FACED, PAINTED
AND GROUTED 'WITH CEMENT.
LADDER RLINCS SHALL BE PRO -
VIDEO IN CATCH BASIN WERE
HEIGHT OF STRUCTURE EXCEEDS
IN SANDY SOILS APPLY DAMP -
PROOFING ON ALL FOUR WALLS.
RED BRICK NOT TO BE USED.
WHERE PRECAST CONCRETE UNIT
IS USED FOR SUMP THE TOP OF
THE UNIT SHALL BE AT LEAST
6' BELOW THE BOTTOM OF THE
PIPE OUTLET FROM THE CATCH
BASIN.
WHERE MASONARY CONCRETE UNITS
ARE USED CORBELHNG WILL BE
PERMITTED. MAX. CORBEL TO BE 3',
NO PROJECTION SHALL EXTEND IN-
SIDE OF LIMITS.
7. ADJUST FRAME ELEVATION
WITH BRICKS 6* TO 12'
8. PROVIDE MINIMUM 2'-0" OF
COVER OVER PIPE AT BELLS
9. PROVIDE 6- OF 3/4- TRAPROCK
UNDER EACH STRUCTURE AT BASE.
V-11 5/8* 4'-8 3/4"
BRICK LEVELERS
3-5/8-
CL _51e
3-5/8'
"-CLASS 'C' CONC.
L OR PRECAST CONC..
BLOCK
8' 3*-0" CLASS *C ; CONC. 4 -0-:
- 4'-4' ::� 5"-4
SECTION 13-8 SECTION A -A
TYP V CATCH BASIN 12ETAIL
N T. S.
111 UNLESS OTHERWIISE NQTED..E*S'RNG UTILITY REVISIONS
LOCATIONS AS SHOWN, W %A$ED ON AVAILABLE.
4�. �P-
".14FOWAA-1110K A" um-nNo mijunEs sHot"
RE FULD W.WED PRIOR, TO COINS1IRLICTION.
�X'A tj
LL TILfTIES Aft Tp. BE STAKED, IN T14E FIELD
SURVEYOR, PRIOR TO
.s. =.ptyklt WV" tW03t IT.V-An 'ME
tcAL a Ok Sra
-00'04�AL AmNkaM. NO. DA TE DESCRIPTiON a ly
FOR LOAMING AND SEEDING.
7. PLACE PAVEMENT, CURBING, AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDIric TO SEEDING
SCHEDULE.
8 5/16"
4 13/16!1 i 1-S-1 3/41
STANDARD PRECAST
CONCRETE UNIT
`f 1 2'-8 3/4
1 2
T 7 518"
_rz
j
18"1- 4 0
_� 5'-4"
SECTION A -A
PLAN VIEW
/10 13/16-
FINISHED GRADE 3..
5 -8 31, 5
4 1,3/16"
MIN
BRICK LEVELERS 00
V-8 318" 1
12
2
0
_ �- _ lil 2
m N
Uj
Z -713/16"
z
2
z
--CLASS 'C' CONCRETE
OR PRFCAS1 UNIT
8-1- 3'- 0" 8
t IJ3-
LASS 'C' CONCRETE
OR PRECAST UNIT
SECTION B-B
NOTES:
1.
ALL EXTERIOR WALLS OF CATCH
BASIN WILL BE FACED, PAINTED
AND GROUTED NTH CEMENT.
2.
LADDER RUNGS SHALL BE PRO-
VIDED IN CATCH BASIN WHERE
HEIGHT OF STRUCTURE EXCEEDS
8 FEET.
3.
IN SANDY SOILS APPLY DAMP -
PROOFING ON ALL FOUR WALLS
4.
RED BRICK NOT TO BE USED.
5.
WHERE PRECAST CONCRETE UNIT
IS USED FOR SUMP THE TOP OF
THE UNIT SHALL BE AT LEAST
6" BELOW THE BOTTOM OF THE
PIPE OUTLET FROM THE CATCH
BASIN.
6.
WHERE MASONARY CONCRETE UNITS
ARE USED CORBELLING WILL BE
PERMITTED. MAX. CORBEL TO BE 3".
NO PROJECTION SHALL EXTEND IN-
SIDE OF LIMITS.
TYPE 'C-L' CATCH BASIN
14. T. S.
NVIL0. FAIJJU�l rrNAML CLr_VAIIVI\4
NTH BRICKS 6" TO 12"
PROVIDE MINIMUM 2'-0" OF
COVER OVER PIPE AT BELLS
PROVIDE 6- OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT
BASF.
Peg Gonnccw-
Hofe Connwtar
Ki" Hmoht, = 2-5 cm / V
K1b Heig�t = 3.5 mm i 0.14P
GRASS PAVER2 OR EQ ILVALENT
30' PAVEMENT
15'
BITUMINOUS CONCRETE C�RB
3/8-PER FOOT
SUBBASE: 8" GRAVEL (DEPTH SHALL BE INCREASED TO 12"
WERE -LEOGF- OR ROCK IS PRFSFNT)-
BASE COURSE: 4"BROKEN STONE OR 6' PROCESSED AGGREGATE
WEARING SURFACE. 2 1/2" BITUMINOUS CONCRETE PLACED IN TWO LAYERS
30' WIDE PAVEMENT CROSS SECTION
14.I.S.
0
I1 -1. 1-1-
BITUMINOUS CURB DETAIL
11 7 S
?16C - 2 -1 8 ")b
&n
esign
rof essionals, inc.
I
I Civil Engineers - Planners - Surveyors - CIS
165 south sateltite road - sauth windsor - connecticut 06074
ANGLE POSTS
5* UPSLOPE
FOR STABILITY
AND SELF-
CLEANING.
FILTER
FABRIC
DETAU&0-
FLOW --ft-
7
--STORM SEWER STRUCTURE
10 -- FLOW
CHOR WITH TWO 2"x2"x3
kKES IN EACH BALE
.HAYBALE INSTALLATION AT CATCH BASINS
r�.I,S.
1. SET POSTS AND
EXCAVATE A 6"xIB" TRENCH
POST UPSLOPE FROM POSTS. SILT
FENCING
95* f- 12" MIN.
-I la I 1=1 I 1=1 I F
3. ATTACH FILTER FABRIC TO
THE WOODEN POSTS AND EXTEND
IT INTO THE TRENCH
COMPACTED
BACKFILL
2. STAPLE THE SILT
FENCING TO THE
END OFTHE POST
4. BACKFILL THE
TRENCH AND COMPACT
THE EXCAVATED SOIL.
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
DL-SIOV. SIH I DRAW. SIH I CHECKED RJAIRP,
joe vo..- 88-287 1 DA 7E No vemb er 8, 199
DRA WAIG NO.: C.- k A A JOB � 8828 7 k 8828 7 D WG
DEPENDEN � 'k.'.;URVEY PREPARED FOR:
ADMIRAL MOVING & STORAGE
, INC.
420 ]EILUNGTON ROAD
SOUTH WINDSOR CONNECTICUT
SHIFT
4 /
N
LI AI11A H AKI =1 1 Imo'
L A 11 1 A I I AKI =1 1 I=
ROYAL BLUE
ROYAL SLUE
" All I A I I AAI t=l I Imo'
gm
EAST ELEVATION
MWANUM iWA"., I s11ii�
I=
WEST ELEVATION
ROYAL SLUE
(DARK BLUE)
ROYAL BLUE
(DARK BLUE)
RECEIVIED
NOV 12 1004
SOUTH _ape
DRAWN BY: DRC DRAWING NO: DRAWING DATE: DCD JOB NO:
SCALE = NONE j OF I II-g-gg
No KEVI,ION, UA-1 DCD SERVICES, INC.
_ PROJECT
NAME:
LOCATION: