HomeMy WebLinkAbout18.021 Security Supply As-Built Site Plan4-
0
LANDS NIF OF
LINDSAY-RYAN, INC
LEGEND:
IPI= = IRON PIPE FOUND
Iff = IRON ROD FOUND
c7b = UTILITY POLE
TREES:
= HYDRANT
LINDEN
= LIGHT POLE
5ERVICEDERRY
Datum
OS = MANHOLE
= CHERRY
@ = CATCH BA51N
= TULIP NGVD29
CL
LU
ct
A cf)
U-1
RIM = 31 C.G?
12" 5 CMF OUT INV. = 308,70-
SITE
5TOKM SEWER
RIM - 3 1 O.G2'
D
12" N CMP IN TO DEBRIS
I = 308.27'
'5 12" NW CMP IN INV. 2 308.12'
12" W CMF IN To DE13K15 = 305.30' r_
N0)
12�1 5E CMP OUT TO OfEK15 = 308.17'
CI3
RIM - 31 1-112' STORM SEWER
= 84'
1
12" E CMF OUT INV.
RIM 31 1 09.12' 2" N CMF OUT INV' = 307.64' C)
12'' 5W CMP IN INV. = 309.14'
12" 5 CMF IN INV. - 307.78'
--A
12" 5E CMP IN INV.
= 309. 1 G'
CD
RIM 310.29' CBZ
12" CMP OUT INV. 308.5 1' RIM = 31 1.90'
T 12" N CMF OUT INV. = 309.32'
'A
0
S
5MH SITE LOCATION MAP
RIM = 312.15'
6' N PVC OUT INV. = 307,35'
z
4' 5E PVC IN INV, = 307.40
G` 5W PVC IN INV. = 307.4G'
e1j, 0
5TOKM 5EWEK
� 31 2.34'
0
0 RIM
/�'0, 12" N 13ROrEN CMP OUT TO 1)EE3K15 307.5 1
LANDS NIF OF 12" W CMP IN INV. = 307.79' 01 0
4-4
End Cap 12" 5 WHITE PVC IN INV. = 308, 10' 0 b,0
LINDSAY-RYAN, INC C9 5r" qs ThrU5 Bloc 12" 5 GREEN PVC IN INV. = 30(5.09' 0
22 5 �5enl
CB Exi5tirg 0 Cd
G to Valve RIM = 311.89' 6
12" NE PVC OUT INV. 308.39' Cd
12" 5W Cff' IN INV. = 308.53'
Gas COVEKED
5"x5"BUILDING x G" Tee 11.4 (1)
cONCRETE 0 >
�NT, 12 Ft 8" DIP 0
rust 13
ydra t cl) E3cncl
G,
91 UP G" PVC @ 3.30% 4 Ft DIP
G" DI ate Valve 4
TWO STORY (Mh To Co.) LANDS NIF OF 0
METAL DUILDING C t G, JOHN KODOGIANNIS 0
S 0 41 0
1� p
1 5.76-
78 11 11
4" TO G' COUPLING�JG 5T 5T (o fat / ' IG bb
0
4" CPF C-)
k 0
Roof u, U)
itCo. R, C.)
> BUILDING
3, Cut In Asphalt U W50
Co
Junction Box CB Auto Sprinkler 611 'i'oro r 4-4
0
Back Side Pier Tff 3 13.07' 6 _1y
2NE CPf' OUT INV. 305.82' U0
Flood Ujht 2 5W CPP IN INV. = 308.87' f, C13GAS
1011 W PLASTIC IN INV. = 305.67 P3' LI I N
Roof Overhangrrox Box RIM 313 CFIN OUT 31 1.0 Ox
<<1 A5fHALT SURFACE 7)
11 C5 C9
Ale Roof Overhancj Cut In Asphalt 4" ACF Sian. Sewer
\ f C�
PIM=3 13.35' 1-1 T G
o'J ��. cock' \ ,'`v/ P% b N Gl FIFE INVERT = 310. 16'
0 1p
o
PVC El C. ConduitLU
z H Iff Ga5 ...... t
'�� \ Cle-1 WE Y
\ ,� / / �..�y a ��3$S�ag R
> 0
• �P _lip &
C15 U
,jo` LP LIC?HTI G
Kim 313.G9'
Roof Overhang LU
12" CPP 5f Out Inv. 307.20' 4� V) 12"x&
U-) 130
4�1 k,9 nu 24" X24" Duct Bank G" PVC N In Inv. = 305.48' 1� &)
Flood Light CB I appinLj Dice
U 17MAT'
4�
G" PVC 5 Out Inv. = 305.50 4Q _- 0
/Vo
Storm Access Cover 3 27' 1�7 1M @
Tff 1� It U
I NE P, e. z
Rim 313.57' UT INV.= 309.24' "qlvl?-, UPFRN Thr
G.,GAS NG z in
Co 'VC IN INV. 309.4 1 110 , 2 6 1. p
-"A/V-
<
Ln 007-
k� Va V e GKA55 8" G c
Storm Acc&_5 Cover Lb AREA wV
Ce ° / I� * aO'{
�)
Im 3 13,30 LF,
p
0Cb C) rk� 1 CIP (Ab�ndo ed) ELEC. MH 0 c-2 11601
0)
IN/
114 t_�? /�, // C 5ter Of (3) 1p� z
A�:)
co
C.) Q
STORM MH I qC
UP Area
1-01
59740.9± Sq. Feet �C13 G" MA f
i
/ -
1,37± Acres P LIGH/ING
\41. C2 Box LIC
k ti� GRA55 0 UP
AREA C)
Dry Well c ASPHALT SURFACE CO CO
C11 CO
Kinn = 3 12.50 0
0
0 T 0 0
ti 0
0,
ASPHALT SURFACE
z c
10
DEED REFERENCES:
N
J�v
Q�. � CARMEN M. MILLLIGI 6 PAUL BOURDEAU
5EXECUTORS
TO
Cd
LANDS NIF OF MAP REFERENCES: CARMEN M. MILLIGI & PAUL BOURDEAU NOTES: 0
FIFTY-ONE SOUTH BROADWAY, INC. AS TRUSTEES
LEASED PREMISES PLAN 11::I
DATED OCTOBER 28, 2009 1) UTILITIES SHOWN ARE BASED ON PHYSICAL EVIDENCE co
CERTIFICATION: GENERAL MOTORS RECORDED NOVEMBER 16, 2009 LOCATED DURING THE FIELD SURVEY AND INFORMATION Cd I
135 SOUTH BROADWAY AS INSTRUMENT NUMBER PROVIDED BY THE SARA TOGA SPRINGS DEPARTMENT >
I DOUGLAS B. HELLER, REGISTERED PROFESSIONAL DATED NOVEMBER 20, 2003 OF PUBLIC WORKS.
ENGINEER NO. 091330, IN THE STATE Of NEW YOPr,, 2009039489
WAS RETAINED BY SECURITY SUPPLY TO UNDERTAKE BY WILKINSON & ASSOCIATES, INC 2) DIMENSIONS BETWEEN STRUCTURES AND PROPERTY LINES ARE co
to V-4
PLANTING CERTIFICATION: ROUNDED TO THE NEAREST 0.5'AND ARE SHOWN TO DISPLAY THE
PERIODIC INSPECTIONS AND HEREBY CERTIFY THAT LOT LINE ADJUSTMENT MAP OF THE CITY OF SARATOGA SPRINGS RELATIONSHIP BETWEEN IMPROVEMENTS ARE FOR THE SOLE
THE EXISTING PLANTING MEETS OR EXCEEDS THE PLANTING THE IMPROVEMENTS SHOWN ON THIS DRAWING HAVE 135 SOUTH BROADWAY & TO PURPOSE OF INTERPRETING THEIR CONFORMANCE WITH ZONING
PLAN SHOWN ON THE APPROVED PLANS ENTITLED "SECURITY BEEN COMPLETED IN CONFORMANCE WITH THE 5 FINLEY STREET CARMEN M. MILLIGI AND NOT INTENDED TO AID IN THE ESTABLISHMENT OR Date- 7/18/2019
SUPPLY" DATED JULY 3 1, 2018, AND MADE BY THE LA APPROVED DRAWINGS AND SPECIFICATIONS OR ANY DATED NOVEMBER 16, 2003 AND RETRACEMENT OF PROPERTY LINES. Scale 11-301
GROUP LANDSCAPE ARCHITECTS AND ENGINEERS, P.C. (P13 AUTHORIZED CHANGES, AND SHOW THE ACTUAL LAST REVISED JUNE 7, 2018 CHRISTINA TANGREDI-SEAGROATT 3) OFFSETS BETWEEN STRUCTURES AND PROPERTY LINES ARE
NO. 18.02 1) FACILITIES AND INFRASTRUCTURE AS THEY WERE BY VAN DUSEN & STEVES AS TRUSTEES FROM ROOF OVERHANGS UNLESS OTHERWISE NOTED.
INSTALLED IN THE FIELD. FILED IN THE SARATOGA COUNTY DATED MAY 18, 2011 UTILITIES REFERRING TO THIS NOTE (E.G. WATER LINES, SANITARY
CLERK'S OFFICE RECORDED JULY 12, 2011SEWER, STORM WATER, GAS LINES, ELECTRIC CONDUITS S-4) 1
I JUNE 29, 2018 AS INSTRUMENT NUMBER LOCATIONS AND ASSOCIATED INVERTS) HAVE BEEN SHOWN IN
AS MAP M2018145 2011022492 ACCORDANCE WITH CONTRACTOR NOTES. SHEET I OF I
NY5 L(C. NO. 99-2-T==� DOOGLA5 5. HELLER, P.E. NY5 LIC. NO. 091339 5ECURITY 5UPPLY
0413;7 1 DWG. NO, 12-022 C3355