04_C120_SU_Road-Layout1 5
XREFS: NONE PROJECT NUMBER: 04.9368 0
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LP ST � � U
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SMH SS \
RIM=466.6'
INV IN=458.5' SS O \
INV OUT=458.4' CIRF 6"PVC WSO Z
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CB ii
rn RIM=464.1' \ ' Ur
IRF INV IN=462.1' _
a INV OUT=461.9' \ _
U00 IRF \ 0
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3 I �U EXISTING SMH MMILE \ J RO �
MARK O�� \
I I MATCH INV zs4
I IN=438.4 .7:
I CONTRACTOR TO TIO \
I FIELD VERIFY N R
a IRF ' CBS o�� \ \
WV I0NV OUT=443.6'
APPROXIMATE LOCATION OF \ �\
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I I UNDERGROUND TELEPHONE \ iZ"'Rcp
I COORDINATION WITH UFPO _ �� S7
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Ip
EXACT LOCATION s w i ti CBS
PRIOR TO CONSTRUCTION -Po / a cI NY/-4(W)=440.7'
RIM=444. � P I IN
INV OUT=441.6' INV I")=440.9'
I INV OUT(E)=436.0'
I LP° I R24+
I � FOG�F �
IR
- - RIM=446.7 I 7 sT 24" x16" REDUCER TO
INV IN=438.4' BE REMOVED
INV IN=438.1' S
I SUNOCO INV OUT=438.1'
2 STORY WOOD FRAME&
MASONRY BUILDING I \ I LAKE GEORGE 1p
BAKING COMPANY +
"AMBROSIA DINER" I 68 6„ PVC SD @ 1. % � °LP 24" CUT IN TEE
I \ W/THRUST BLOCK, 24"
+ IRF BF VALVE, 24" LONG
IPI a ® T D R1,0 0 ST STYLE SOLID SLEEVE
TP DSI i)� DMH2 w E o cF �� �s AS REQ'D TO WEST OF
SS 6"PVC TF=444.35 Wv TEE AND 24" PIPE, 24"
°LP �)� I 12" INV IN (DMH1) = 439.92 T v L s LONG STYLE SOLID
SMH I I 12" INV OUT=434.63 A R ST" j�2 RWV vo SLEEVE AS REQ'D & \
FRIM=465.7' I I I R6A + � 24"x16" REDUCER TO
G IPF INV IN=459. HE EAST OF TEE.
INVOUT=4s .7' I ��� CB1 DMH1 NON EXCLUSIV EASEMENT FOR Q 24"-450 BEN \
+ A / VEHICULAR IN ESS/EGRESS
I IPF �) TF=450.85 TF=446.8 ��
TO AVIATI N ROAD (ROTATED) +
12" INV OUT=437.72 12" INV IN (DS1) = 443.30 BOOK 918 GE 35 /, �o / 0 s
MH
I RIM=434.0'
° 12" INV IN (OS1)=443.30 RIM:445. U) NV\ INV IN( s))43
=2'_12" HDPE @ 1.0% 12 INV OUT=442.00 INV IN-440. 8
_ - INV OUT(E)=431.0'
I I P INV OUT=440. 8
25'WIDE ANITARY SE R- y
SMH I EASEMEN GRANTED T
O HIGHWAY OSTS,INC. CBS
COI BOOK 91 PAGE 36 i //-RIM=433.4'
I � / 30' UTILITY EASEMENT
° I I 74'-12" HDPE @ 5.44% - _ I THE ETOWNOF
DEDICATED INV IN(W)=429.0'
TO \ INV IN(S)=429.2'
OSMH I
PROPOSED 24" TPED INV OUT=423.5'
I �� WATERLINE QUEENSBURY ❑
OSMH , I 31 -12 H P 3. 0 /o +
_
I LP I I RELOCATION SMH 12"RCP )
I ° I RIM=436.9'
I INV IN(W)=424.9' (\
OS
OSMH I � INV OUT(E)=424.6'INV IN(N)=424.7 )`-`//} S S
T
SMH I � I LP � COORDINATION WITH
I ° REMOVAL/RELOCATION OF UTILITY PROVIDER FOR �' ��cA
I I CB2 17'-12" HDPE S
TF=451.0 @ 1.0% EXISTING UTILITY POLE
I I 12" INV IN=447.50 +�
12" INV OUT(W.HOOD)=447.50 7'-12" HDPE - a UP �+
I SUMP=444.37 @ 0.5% 55 55 P NO WIRES \/ 0 L
I I I INV=447.29
s
DS1 FORMER QUAKER HILL ROAD 0�
CB3
_ 30'WIDE EASEMENT OVER 32'-12" HDPE @6.5% a
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°LP I STORY MASONRY BUILDING I TF-450.00
I I I WATERLINE RESERVED BY TF=440.50
+0
12" INV IN=447.33 THE TOWNO087 237 QUEEN
I 12 INV OUT (W/4 O
ORIFICE)=447.33 WATE ST INV IN=433.61 0
12" INV OUT(HF)=447.33 55 55 u 6 4 INV OUT=433.61
I OS1 P NG 2 1/ \�/ 87-12" HDPE @ 3.46%
y
I I LP TF=447.50 190 - 6 PVC LP
° 12" INV OUT=444.00 SDR 26/35 @ 4.50% CB4 \\
55RIM=435.70
I 55 24'-450 BEND 12" INV OUT=432.99 Q-�Q�
SMH
j RIM=455.7' ��
I ° I INV IN=449.1' O G S L OLID 22'-12" HDPE @ 0.50% �P +
I LP I INV OUT=449.1'
LEEVE OR CAST CBs
P
SMH1 OUPLING, 24" BF RNV 435.3' 0.6' °
I RIM:455.7 VALVE & BEND
+ INV IN=449.1 Q'
I INV OUT=448.735� C DINATION WITH 10'-12" HDPE
I I I RIM RIM
=435.70
I ILITY PROVIDER FOR @ 0.500/0 12" INV IN-432.88
EMOVEL/RELOCATION OF DS2 12" INV OUT(W.HOOD)=432.88
LP EXISTING UTILITY POLE 27-12 HDPE TF=436.00 SUMP=429.75
°
_ 2'-12" HDPE INV=432.78 @ 8 6% 12" INV IN=432.83
I y5 1.0% PER �aQ� 12" INV OUT(W.6" ORIFICE)=432.83
DH
12" INV OUT(HF)=432.83
QJG / C 0 CREOER ED @ 20'-12" HD
%HDPE titi DMH3 \
IRIM=434.0
o 36'
I -12"
BOL 12" INV IN (W)=430.50
@ 7HDPE.50% 41 12" INV IN (N)=429.80
� 55 BOL6OL 12" INV OUT=429.80 +
BOL o
I
O BOL o
a� S2
LP E C C I H X BOL o +
° I N E AD 40'-12" H E RIM=433.50
U0 I @ 1.0% LP 12" INV OUT=427.22
N CB6 - ° +
°LP 55 RIM=428.84
INV OUT=425.34 CONTRACTOR
/ ' TO VERIFY
DMH4 DEPTH OF j S ) SL
RIM=42769'
}+ INV OUT=424.3' -
SMH I OL o BOL
BRIM=428.0 INVERTS
o i' RIM=458.6' I o CB7 2" INV IN (CB7)=424.52 ASSUMED �F sT
�,' INV IN(W)=452.9' H U 12" INV IN OS2 424.52
INV IN(S)=450.6' S RIM=428.84 ( )_
o Boy RIM=428.55
o � INV OUT(E)=450.6' ELECTRIC SWITCH BOX o 12" INV IN EXCB =424.0
� ON CONCRETE PAD 12 INV IN=425.12 12" INV IN=424.92
0) ss 6"PVC 12" ( ) `
6"PVC BOL 12" INV OUT-425.12 INV OUT=424.92 12" INV OUT=424.0 +
-
- SMH
RIM-460.6'
00
INV IN=457.2' LP I
M INV OUT=457.2' °
EDWIN L. VOPELAK JR
o DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. UNAUTHORIZED ALTERATION OR
P.E. 59238 ADDITION TO THIS DOCUMENT IS A
oVIOLATION OFTYORK STATE SITE UTILITY PLAN
N I
Q EDUCATIONTIONLA LAW.
U 2
N
0 2 STORY MASONRY BUILDING I �U' NE
*� 2017
voAF O 0 C.T. MALE ASSOCIATES AVIATION MALL CONNECTOR ROAD
Y p � l ® DESIGNED: MAC PYRAMID MANAGEMENT GROUP, INC.
BAR SCALE DRAFTED : MAC TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK
z 30 0 15 30 60
J CHECKED EFG C.T. MALE ASSOCIATES0
p 923% �$� Qj PROJ. NO : 04.9368 /,9 a
1 inch = 30 ft. A� S Engineering,Surveying,Architecture & Landscape Architecture, D.P.C.
o �F$SSIO�ti ® SCALE : 1"=30' 50 CENTURY HILL DRIVE, LATHAM, NY 12110 n n SHEET 4 OF 11
DATE : MAY 15 2017 518.786.7400 * FAX 518.786.7299 DWG. NO: 17-
Q 0305