Typical Road Detail.Emergency Spillover Detail mvivviviuvl / / Lu ' ' I
d_ EMERGENCY
\ ACCESS GATE WALKING ACCESS
TO RAMADA INN /
<v /
LP \ — GAS PAINT _
X�� _ ALP ❑ Q
WATER VALVE °GA�PAINT
_ 1 Al VERIZION
LOCATION - / \ `_�`- INT e VERIZION
�p PAINT
`� , f1l
�� , �_ VERIZIONDUMPSTER 1 �1 VERIZION
PAINT PAINT AREA PVC'
X ?,7V0W-STORAGE
SN�W STORAGE / ELECT�
\ / 1 AREA- / AREA I 70' PERMANENT
BUFFR \ ANSkRM�E
T('7 ❑
WATERLIN o o / / / \ / —
_ \
GUIDEPO T \ tc/ i �
O /
ATE I N E � '; EMERGENl,�CY ACCESS
/ GUI POST ' \ /,:..Q. DRIVE ALSO TO BE -__ 410% _ t \ \
l USED A� WALKING PATH LI 4 7 ACRES K \ \ / / N N
/WOODS TO REMAIN
i (') T \
WOODS TO REMAIN r �T
it III/ I li l �rrTTTTT
-r
O� W TERLINE TP6 l� T ; / r // //r , / WOODS TO REMAIN \
o° AGS T T T // / I
CD
111 I I I I I,
/ l I l l l ll •��� / r/ / �1/ I
I ( l / l ( �'`;• ! // / / 70•PERMANENT
44(;93 B / . / / EhJF R
�^r
LP BASE OF U/LD/G ♦ ey�,� // /r I
` / "` ♦ /
w
ING
/ L GS E OF 8UIL0 �` I EMERGENCY ( 1�, NG •', � `P + ` j �i'1'�, `V / �2 =
5 __ ❑ O
/ PERMANENT BUFFER ON NORTH j BP ® ACCESS GATE
j / ` � � 447.E // �' �1 :�'"� ♦ � � � /
SIDE OF UTILITY EASEMENT 4g9.83 ♦ �`�y I ❑
/ 5� � e ♦ � .. I Gf�':,. .1 ` � ' G� /� ♦ 11 ,J� 111/ZQO CL
,4% 4423
El
s
l3
I
-
Z
44.20 CD20 AND 24 RAW WATERUNE CITY OF '
I
GLENS FALLS (LOCATION PER �' ''`
> H " CB �'.
\x/
A a TF:4 1.30
/ UNDERGROUND METAL DETECTOR) �;
,L 446.6 P
0 max'<, .3� _ _. --.,.._ fi• � = -,*_ ,F .�_ .-. V:4 8.` � \ L �..
F �x�
TF:440
INV:435.32
;." . 101,
/ 0 y TF.447;37 .• /
�4 ♦ C .,; j !NV.443.73
P
449 5 ERGEN ;p
d7 _
� \ ISPILLO R �-. _
� 6.8 � �.
W INV 43 / ❑
�� 2 GF ` V: 64 442. / STO G . . 434.8 = _
h ,/ v IN 40 443.1 0x25 MEDIUM/ ( ) O ❑414) 6 TF:45 HYDRANT �� I 7. :•: , \ AEA I ST N RI A C d ❑
NV: 55 0 AND VALVE I 9 �/
f ' _ ASSEMBLY ,� / ` A lC GEL�N Q7
,-�-�'S: \ � i f t l TAB/L Z TjON
\ OPEN SPACE 4500
BUFFER \ X
STORL/ WATERl..1/ I
V�
EXIS77AIG EASEMENT FOR WATERLINES t I `L ` ®,S�?4 r PROPOSED VE l BASIN
BOOK OF DEEDS 26 PAGE 37 Gf,,
�
\ CITY OF GLENS FALLS WATER EASEMENT e 7 HYDRANT i Q�
fyp/ � ELE A nON:
3.5
,�• ♦ / INV:446.8Ts o I i v 1 ./ r L ( \ Lj ❑
/ 447.83 T BASE 0 LDING j \ CD ❑
0
�
TP , �, � / \ y � ♦ I r a a f I
452. J,� I II II i I I i / �,�o,N . I
I III I I // / / l °
� �
/ /// / / //, ti • of \ I I I
x/ / / /
PROPOSED 5' I \ I \ \, \ I
CONCRETE PROPOSED
8' TP 3♦ /
/ SIDEWALK (TYPICAL) DIP WAIIER 1 \ \\ I\ \ Oy �- /
\ j /
\ 24 PROPOSED / HYDRANT-
ELECTRIC CABLE, ,. 6 VALVE 2\
\� PROPOSED
GUY WI ASSEMBLY
€tEPHQL�IE ANDNE
CD
ED CD
PP NM �-.�' H _ J \ 3 �. \\ \\ yy I I I \ / /� / / 70' PERMANT
O �_0 FRONT \ /
8 Y s \ \ i
SO PROP MA RY 1- WOODS TO REMAIN
� �J MOUM T S1G _ _ \ / — / o —
PP NM �_ I I / /\ WOODS TO REMAIN
__TE MONUMENT PP RELOC TO BE
M CONNECT To P N M a 333 GU f R� % / / .
MUNICIPAL WATER 8 mil- -_ / / ^ _ _
0 4' GRAVITY SANITARY LINES TO j / I \ O ❑ ❑ ED C3
N - -SEPTIC TANK 2 PER BUILDING 169.00 �'S2 I
' (TYPICAL) - - PIP NM 9
0
00
\ 1 — /_ /
12.75' 143.50' 12.75' �� / l � / Z 25'P
/ a MAN _
EH
` DECK DECK DECK DECK DECK DECK BENCHMARK
ENTRANCE FF Q.O ENTRANCE
RR SPIKE �� A�
TO 2nd TO 2nd TYPICAL DRIP EDGE ALONG IN PP NM 8 TAX MAP NO: \ Q
FLOOR APT. ENTRANCE EN7RANCE ENTRANCE ENTRANCE FLOOR APT. REAR OF BUILDING 302.9-1-28.1 , ALTERATION OF THIS
vi TO 2-STORY 10 2-STORY TO 2-STAY TO 2-STORY (SEE DETAIL SHEET) ELEV=454.38 DOCUMENT EXCEPT BY A SITE PLAN
ENTRANCE ENTRANCE
� TO 1st APT, APT. APT. APT. TO 1st v v
N FLOOR APT. FLOOR APT. 68.83' OWNER/APPLICANT: � LICENSED PROFESSIONAL
CRM HOUSING DEVELOPMENT INC. E m ENGINEER IS ILLEGAL WED GE WOOD A PA R TMEN TS
117 WEST LIBERTY STREET
N ffsr�sv nauLE .:. ...:: P.o. eox 2s9 BURKE DRl 1/E
GARAGES GARAGES 2' WINGWEDGE 5' CONCRETE ROME, NY 13440
cs GF=JIL-0.5 GF= -0.5 BUIDJNG HEIGHT 28'f SIDEWALK 12'
• c � 435.3 435.3
IN
GARAGE w
01 GARAGES DRIVEWAY DRJVEWAY
GF= -0.5 . .C• lytw1 " Y WARREN COUNTY
TOWN OF QUEENSBUR
6" Q go _o g STATE OF NEW YORK
DRIVEWAY LAST GARAGE FLOOR ELEVA77ON IS 1'
Q Lr) c SIDEWA7IP/CAL)ORCH w � ENGINEERS
DRIVEWAY 5' GREEN BETWEEN ' GRAPHIC SCALE L W
( c LOWER THAN 07HER 3 GARAGE
N I FLOOR ELEVA710NS AN ADDITIONAL 2 SIDEWALK AND _ I �, EERS
N N?NGWEDGE 4__4. 40 0 20 40 80 160 < ,
STEPS WILL BE REQUIRED FROM THE SURVEYORS
io D
2' COPPER WA1ER GARAGE TO THE MAIN BUILDING
.. Q
SIDEWALK TO OUTDOOR SERVICE. 2 PER BUILDING _ 411 Union Street Schenectady, N.Y. 12305
VES77BULE ENTRANCE (TYPICAL) TYPICAL ROAD DETAIL EMERGENCY SPILLOVER DETAIL 518-377-0315 Fax.518-377-0379
(TYPICAL) n/ p / / �+ SCALE: 1"=30' NO SCALE ( IN FEET )
TYPICAL BUILDING DETAIL 1 inch = 40 ft. N THOMAS C. ANDRESS, P.E. DATE: SCALE DWG. .E�EET OF
SCALE: 1"=30' zo N.Y.S. LICENSE NO. 61836 JANUARY 16, 2013 1" = 40' 4225A-S2 2 7
a�
cn