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Site Location Map
SCALE: I"= 2000'
5" NON TRAFFIC 2'-0" 0 I.D.
FLAT JOINT
TOP SECTION
ALL SECTIONS HAVE
SHIP LAP JOINTS
TOP B BOTTOM
4 0 I. D. TAPERED
. ..HOLES -16 PER
rSECTION
.ANNULAR RING 09
CRUSHED STONE
SANITARY DRY WELL DETAIL
N.TS.
c
"F1 m '5T
3" Milch _'6d
12 .. min. If root
Doll
— + 6 m i,-..
J
---P--epared
R o f I!
Undistur5ed S:;5qrc;tt
LIDD
ING DETAIL.
Scole7 I .. = I . -0"
4-0
ARI
N.T. S.
W11
THE BOULEVARD
LANDS NOW, OR FORMERLY, OF J.F SULLIVAN
66Arz YAtkk 01,60X
N 81-47'W
4 x (p 6, 7JEF Ad. x w16A re
YALVE AND llypiAvr ,pik 7,owAl
DES11,_�
4 Employcer; 31 :1z;
ReLlUirej
4 lu zi L c i
MAPPING FROM
OM SURVEY BY VANDUSEN B STEVES
(LICENSED SURVEYORS) GLENS FALLS, N.Y.
DATED OCTOBER 5,1988
C_WLET
CAULKED K)INT
SANITARY TEE
filAmunt r rrWro
ill'A�HALTIC
SE
r frevENT CAr INLET 22" ASOVE
MERT OF OUTLET
-A_ L)WOLEVI'L
�r
14 1 6
15"
LLd
IIAFI LES MAY BE USED
;NS ILAn OF SANITARY TEE
48" MIN -60"MAX
LIQUID MPTH
Sf Cl ION - VIC W
ri
SEAL
4 0. "4 1
—RING BOLTS
J
T
_7
rL.AN-VIEW
T
) 'f�ICAL "ONCRETE
SEPTIC TAW
ACCESS EXTENSION
I.
5 ON TRAFFIC 2'-0" 0 LU-
OUTLET
—CAULKED JOINT
FLAT JOINT
-- SANITARY TEE /-TOP SECTION
-- 6** MINIMUM WALL
THICKNESS !-OR POURED
IN PLACE CtY4CPETE
T
11,
i I
STORM
DRY WELL DETAIL
ALL SECTIONS HAVE
SHIP LAP JOINTS
TOP a BOTTOM
'I.D. TAPERED
HOLES - 16 PER
SECTION
'--ANNULAR RING OF
CRUSHED STONE
L
--777 — --------
—ACCEPTABLE EXCAVATED
T' MA. LRIAL OR SIATAb,_C BACKFILL
--TAR PAPER
J
ST"C
(NYS-DOT SIZE'�31,
t1i L_
PERFORATED PIPE
0,
PE
STD? MI DRAIN TR"7!--%"H E Ti-"%! I
NOT TO ' ZL-E
EXIST
HEADWALL
ILO"
ELEV 90,0
2 2
A
EJISTING OR L EARTH FILL SEED, FERTILIZE
JPOSED GRACE 8 MULCH SLOPE
i DETAIL OF EARTH BERM
0
EXIST. 12"C.L.D.I.P.-J 101
676A r, 6 YA 4 VE */SOX
EXIST. 100
D.I.
9A
99
0 0 _51-041 .4222 1-5pz"e1e_4y
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EXIST.
TEE M.J.
-1%. $�P� �
2-4"PVC aACCESS S101IR
A- la "GATE 11ALAff lw/ffox
745.62 40.0 L �' 50.0
tf L. 19 p J;rmo p
p
-90
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EAV OF PAEMEA(r
zo,
. aGRIDS 4CEA
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...................................... a
POWER LINE
. . . . . . . . . . . . . . . . . . . . . .
36
TO. _,E.-r1c rAAlc
PROPWL0 601L &MAG--
Fr go. so
54 'K AD'
88
35'
19bLOI/VAA45- #A41)-ACK2r 4'16 'MY Ire&
I'e'* Pzz
/v 60.03-
FEEDER CANAL dmw►
1-'0 k2"
r
r —I
2- 15/4 15"B"
................... . . .
WEIGHT:
FRAME APPROX. 230#
GRATE APPROX. 170#
FRAME 81 GRATE DETAIL
N.TS.
SEEDED AREA
PO
\�
�1aL>t4f'l�ll
\
�i!/1Qf /Y�F
IOU&
7
_V-4yAW11rA1f
ZLi" Aff
PARKING REQUIREMENTS
BUILDING USE: WHOLESALE
'
BUILDING SIZE: 54 X 110 - 5940 SQUARE FEET
5,940 S.F. X 1 SPACE/1,000 S.F. = 6 SPACES
TEST PIT DATA
4 EMPLOYEES X I SPACE/EMPLOYEE = 4 SPACES
T P I 0-10i"TOF SQiL
TOTAL REQUIRED = 10 SPACES
4
i 07'Lr 8" ?. I E D. sti" D
.
13 SPACES PROVIDED PLUS 2 HANDICAPPED
CS-:39 FRIE SAI','D
SEEDED AREA
PERCOLATInN RATE
4PSEC.
TOWN OF OUEENSBUny
DATE OF TEST 5-18-88
`I
PERMEABILITY 1j,
C
I?
F vi
'*12.
TOTAL SITE: -68,266 SQUARE FEET
SUBBASE MATERIAL (N.Y.S.D.O.T, TYPE 4), REQUIRED A S: 68,266 S.F. X 0.3 = 20,48 -.FAPR 1911%9
62,31 PROVIDED
�(e fv1 LANNING & ZONING
�(
N.T.S.
TYPICAL SECTION OF ROADWAY- PARKING S LOADING AREAS ' 0-15 % DEPARTMENT
I
PROJECT SITE: --U-IA
4'-0"
or_r_ur_u &tnr_m
SEEDED AREA
ADJOINING PROP.: I LI-IA
tilt tiurT
N
6
TAX MAP NO.: 112-1-15.3
1011
MIRAFI FILTER FABRIC
RIP RAP (6"MIN.)
M-ZZ-AW
C.S.M. '
lire 6,eAPIAI6, J--,-77C -fivsrem, .'Vork--f, .00e-rA2_s.
SPILLWAY
DETAIL
REV
DATE
BY
NOTE
Title:
GENESSEE REFRIGERATION SUPPLIES I NC.
N.T. S.
4-1669
M.D.
AX1MY,01_AZrZ55 -S)W
4-769
0
if 1A
I-XIE EXIST. D.Z. IYAIMS
SITE PLAN
3-21-M
le. : Af.
IfEy 6'Wlvy *1 Ih//,O;-// 00-
MORSE ENGINEERING
PWe, - 04 446,
99 LOWER DIX AVE.
DvYrz
Town of Oueen
urv—County
E Warren —Stale
of Now York
GLENS FALLS, N.Y. 12801
1-34-&
R.S.M.27
(9 4'11 ARBOR Y=f 4!5',o C CID.3pW RWZIIW-
Designed!
Checked:
Scale:
Sheet of
Drawing No.
—if -fW
RIC-PISIC10 _s7mw Rwly
J. Huntington
R. S. Morse
to
I =4d
13 Sheets
'prIv.
R, 011e, 6 BZAX 7D -144- IA7' 911741 /3&/9T )WY1_09 _tr72Ws,_0W'f
Drove!,
Project No.
S
elm
REV
DATE
BY
NOTE
M. Cortese
12-8-88
88-065