HomeMy WebLinkAbout710 Nutmeg Road - Building Plans & Drawi Existing 6' High Chain Link Fence
w/ Barbed Wir
Ex. San MH Existing Edge of Bit. Pavement
O TF-81.01
Ex. Hyd
GAS
VALVE Ex. San MH
0TF-60.74 Strong Road
-
#26297 Ex. San MH
2262 Ex. Hyd d = 78'32'00" ���- .. _ S 8555'40" E O TF-80.20
p TT -79 7a cc� R = 25.00' 559.70' �• -��_ --
L = 34.27' CL&P _
_ #25298
Existing 6' High Chain Link Fence LIGHT
cHT Fy CL&P •' -
w/ Barbed Wir TF ca POLE �-
79J2 4123987 Kerestone
p Fnd
CL&P
/ 0,y23986 CL&P
0J23985
79.19 78.66 Existing Bituminous Parking 3
Existing Steel Ramp
?� a Ex. 8" Storm Drain xisting Trench Drain o
Unknown source xisting. Bit. Ramp
W / f
o• Monitor f �
n j EMOVE END OF EXISTING CONC, Well v1
J f PAD TO ACCOMOOATE THE NEW CONC. LOT 85-19
c f PAD I
imits of Existing canopy Existing Bituminous Parking 405 STRONG ROAD
c xisting Conc. Pad n1f
�y �s Existing Concrete Pad Charles F. & Gwendoln
_ xisting Edge of Roof Kehoe
V ry UNDERGROUND r- - - - - - G _ _ _ _ _ _ _ NOTES:
PROPOSED TWIN 10,000 GALLON FUEL 1 - 179.14 E ELEC - - - _ _ _ ( )
TANKS. SET ON NEW REINFORCED 3 27.9f 79. 9.87 I
- _ _ _
CONCRETE PAD (62' x 14') w/ TWO o I ' - - - - - Not Find 78.94 x 79.95 MO Mdi7 Ex ce Overhang (Typical)
______________________ ___ ________________ ________ 7F 79 78
Merafone
Ex. Son MH ,ry 78.6�` - - - - - - - - - _ _ / 1. THIS SURVEY (OR MAP) HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF
FUELING STATIONS AND CONCRETE FILLED ,r_79.74 ry / r- - - _ y - - - - - - - - ¢ CONNECTICUT STATE AGENCIES SECTION 20-300b-1 THROUGH 2O-300b-20 AND
BOLLARDS ALONG PERIMETER OF PAD M : I Monitor
h We0 / THE "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
= TOP OF z I I ll I CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND
PAD 80.0' . ; i I Finished Existing Building II SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A PROPERTY/BOUNDARY
Floor II
a/ / _79 g• Finished Floor -83.9 D SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL
tb• / ; _ I (at Loading Docks)' II 2a #&P o� ACCURACY CLASS A-2, VERTICAL ACCURACY CLASS T-2 AND INTENDED TO BE
II Finished
78.63 �`- I c / #23984 o USED FOR AN IMPROVEMENT LOCATION SURVEY - PROPOSED, SITE PLAN.
Ex. CB T 0' II Floor xisting Conc. Pad Vo O
3Q2 TF-7785 79.22 79.3 79.98 II -79.9' 1 a 2. HORIZONTAL DATUM REFERS MAP REFERENCE #1 HEREON.
o C / 78.7 79.65 79.85 II
I I }C
Ex. W - - - -�- - - _ - _ _ - _ / - -_-_____ I 3 PROPERTY SHOWN IS LOCATED IN AN INDUSTRIAL ZONE
W TF-78.31 W Wejitar - - - - 7 - - - - - - _ _ - --=-- -=----------_ __ II l 4. PROPERTY AREA IS 229,499 SQUARE FEET OR 5.269 ACRES.
Ex. San MH
_ _ _ _ _ _ _ _ _ _ _
Exis in Conc. Pad TF-79. 5 /� Ex. CB "_=____= Here tone
9 TF-79.72 - - - - - - - - - - - - - - / Fnd 5. THE BUILDING IS SERVICED BY PUBLIC SANITARY SEWER AND PUBLIC WATER.
/ TO REMAIN, Exlstln Steel Stairs / - - _ _ _ - - - I
7841 r EXCEPT AS\w N and Landing/ Ex. ce - 6. THE SITE CONTRACTOR IS RESPONSIBLE FOR ALL SEDIMENT AND EROSION CONTROL
7 NOTED /alsed Landscaping Area 9
Existin Concrete Pad TF-79.77 MEASURES, INCLUDING ADJACENT CATCHBASINS AND AREA STREETS.
/
11 .3' // xisting Storm Drain
(Assumed)
f / /
Rebar f xisting Security Shock
Find 7 Exist. /
WV r Gate /
° I V CL&P / ,% / LOT 85-21
,y'23978 5 1 // Guard xislinR it Beam / 694 NUTMEG ROAD N
� G
WVf / n/f
p O Ex. •cL � / ¢Monitor Q & E LLC
Ex. MH 76.88 / Well CL&P
iF--77.80 TF-77'83 Ex. CL"CB 423983
Ex. CB TF-76.83 / \
TF-77.66 Exist in,
Railroad/O / \ xisting Metal Shed
/ Tie Retaining Wall Ex. •CL•CB
7F-
Ex. Sim 77.77 MH CL&P 0
O
\ \ Existing Bituminous Parking �* °
\ \ ryory MAP REFERENCES:
\ 13.6' \ / y 1. PREPARED FOR ANDRE L. CHARBONNEAU, NUTMEG ROAD NORTH & STRONG ROAD,
Existing \ SOUTH WINDSOR, CONN., SCALE 1"=50', OCTOBER 3, 1985, DAVID MARNICKI,
`\ Leak-Off A sg2ja2' �z&�aD� \ \ / / SURVEYOR.
4 Existing Edge of Bit. Pavement 2. EXISTING CONDITIONS SURVEY, PREPARED FOR THE TOWN OF SOUTH WINDSOR,
\ C7Ex. "CL"C9 \ �/ Existing 6' High Chain Link Fence STRONG ROAD FROM U.S. ROUTE 5 APPROXIMATELY 2,800 FEET EASTERLY, SOUTH
C7 TF-76'62 \ I w/ Barbed Wire WINDSOR, CONNECTICUT, SCALE 1"=40', DATE: 8-11-2011, REV. 10-26-11, J.R.
Existing 6" High Chain Link Fence \ TF-7es7B
w/ Barbed \ RUSSO & ASSOCIATES.
Wir \
\ \ FX7sfirj °CL&P \
_ 9 eit R23981 \ /
�j L&P Light Pole (Typical)
\ Oy
CL&P o
\ r/23982
2' Min. 3' Existing Edge of Bit.. Povemen
PROPOSED CONC. FILLED BOLLARD PROPOSED FUEL STORAGE TANK
4' TO//, 6" Dio.(Typicol) \ Existing
Existing Bit. Cur Sliding Gate
PROPOSED 6" LOT 85-21
CURB ROPOSED REINFORCED CONCRETE SLAB \ 694 NUTMEG ROAD NORTH
(Design by Others)
n/f
Q & ELLC
Existing Grad
Top
Top of Slab - 80.0' \
Exist.
Concrete
Slab
163' ° 7 IMPROVEMENT LOCATION SURVEY - PROPOSED
CROSS-SECTION f FUEL TANK & PAD
Not to scale SITE PLAN SHOWING JOB NUMBER
PROPOSED FUELING TANKS 2012-037 t"{ar.f• j., `
AND STATIONS SCALE
PREPARED FOR DRAWN BY
DATTCO, INC. BNB / LJM
CHECKED BY
710 NUTMEG ROAD NORTH LJM / BNB
NOTE REVISIONS TO THESE PLANS BY ANYONE OTHER THAN MBA AND STRONG ROAD
The contractor is hereby reminded that Title 16, Chapter 293 of the Connecticut DATE G �`
ENGINEERING, INC. SHALL MAKE THESE PLANS NULL AND Jul 20, 2012 ' L .. 'C•; 3 �l
General Statutes requires notification to unlit companies of pending excavation at y
or near public utilities. The Contractor shall telephone "CALL-BEFORE-YOU-DIG" VOID. MBA ENGINEERING, INC. SHALL TAKE NO SOUTH WINDSOR, CONNECTICUT N=�vy ";�'•.U.-v
(1-800-922-4455) or Dial 811 at least 48 hours prior to beginning excavation. RESPONSIBILITY FOR SAID REVISIONS. Revisions
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY MAP PREPARED BY:
These plans have been based, in part, on Information supplied by others relating �
CORRECT AS NOTED HEREON E'a
THIS PLAN SHALL NOT BE CONSIDERED VALID UNLESS to the location of underground services and/or utilities. MBA Engineering, Inc.,
THE ORIGINAL SIGNATURE OF THE SURVEYOR APPEARS cannot verify the accuracy of this information and shall not be held responsible MBA Engineering Inc. '�- ,(.�-LfCEhJsr�-v'.^� `•
1 " HEREON, AND AN EMBOSSED SEAL IS AFFIXED OVER for any ommissions and/or locations of said utilities and/or services, including -.g 1 -^,.F�e_�
AN ORIGINAL SEAL. flow lines, which may be incorporated herein as a result. All utilities, including Surveying and Engineering Services `'�.,,
flow lines should be verified prior to any excavation or construction. 1
bk POSY office Box 7316 -
EWIS M15 NTE, LI ENSED AND SURVEYOR #12058 40' 20' 0' 40' 80' 120' Kensington, Connecticut 06037 SHEET
Phone: (860)829-2224 PLAN NOT VALID 1 OF 1
UNLESS EMBOSSED