Process Print 11.21.06PORTICO
FINISH GRADE
I PROPERTY LINE
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0 20' 40' 80'
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graphic Scale in feet
ETIO% AL
FINISH GRADE-
PROPERTY LINE
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MAP REFERENCE
SCUNDAP,Y AND TOPOGPAPHY TAKEN FROM A MAP
PREPARED BY D.L. DICKINSON ASSOC. DATED 29 JULY
2002
ADDITIONAL INFORMATION ALONG RTE. 9 CORRIDOR
TAKEN FROM A PLAN/PROFILE BY C.T. MALE ASSOC.
DATED 18 JULY 2003 'CONTRACT 2 SEWER DISTRICT'
PORTIC(
0 20' 40' 80'
graphic scale in feet
ING GRADE (TO BE EXCAVATED)
IOTEL
EXISTING GRADE (TO REMAIN UNDISTURBED) -�
PROPERTY LINE
'A - A' LOOKING NORTHEAST
EXISTING GRADE (TO BE EXCAVATED)
HOTEL -,
1
�I
EXISTING GRADE TO REMAIN UNDISTURBED)
PROPERTY LINE -
'B B' LOOKING SOUTHEAST
FYIS71KH-3 MOTEL
BUILDING TO REMAIN
13 UNITS TOTAL
16f PARKING SPACES
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SPA Fi (BY
5' ID DRO MN TF=`4I AQ \ �` I'' \ "-" -"' i •i-
a`
B" INV IN-4 85(LAT AL)
8" V IN=40 8 \�\ �o ;e;ai F E S 12-.. ..
.. ..
8•' INV a T=403. Z�.\ ;i�<;- INV-96.Ot ..._
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P
•. •� rit POOL
MILE MARKER 9�� \� l AREA
............. 3 TO REMAIN
1710
2023 \ \�• �+1\
• �..\,,' 31700
,\CB #12
\ • {%\ \ TF 102.0
INV=97.5
SEWER ELEVATIONS SMH F2 (BY OTHERS) "' /I cc _.. : 8' C 74 - C SDR �35 227 LF'AT f �1�
WED ON USGS DATUM. _ A
RIM=420.6 (102.0t) _... - :1% p!/
snE ELEVATIONS BASED \ .. •\ '- /• 'r I \ _ _ ......... ._......._ _. _
INV=412.0 93.4 + E .4� ��� _ -
1�
ON ASSUMED DATUM. ( ) !�� j /
i >�
Y
\ 5. FI. :SIDEWALK . ,. .•. .. .:. , : p, � _.
N TO THE PROPOSED 9 �� -
CONNEC110 \ •!)' - yQ cy , _. -
SEWER SYSTEM \. 1 // v v v J v I is?6 _
8 GRAVITY MUNICIPAL - _
TO BE PERMITTED BY AND IN COMPLIANCE o/,y rn ! rp o. ;t =
OF THE TOWN OF �03• , / �Q ;
WITH THE STANDARDS \ / / ,
12% max �3S ,go.4'..
QUEEN58URY WASTEWATER DEPARTMENT. o
.. IJf'V.1200 ..
AS WING C B t
ABANDON EXIST. \ _ ,
!3
,I
NORTH CURBCIs? t Q
B
\a _._.._....._-
o .� CAL .. � -- INV=119:64 85
REPLACE PAVEMENT WTI \sue , s \S _ - ` � _ _... sg' _ �rIM
�.0 T - i
12
SIDEWALK do CURBING PER LAMER ,1 i_ _ _
AS PER DOT STANDARDS \ / � , \ .. �'h , �r > ' �o _.. f�..... � ...._ ..-. _ - ' S7 U � � U
- _. - 0^W
\1 p /y •� F.E.S. 12 s •• • - - -'
f
PROPOSED CU.BCUT \ \� \ , . Nv { I "` _._.._ . J�
ONLY \ \ -L
ENTER \ 5 STORM
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vy
PER NYSDOi 54NDARDS \ 0 / B IN 1- 10 ' OCR
AS REMOVE IXISIR71 CURBING•O 1 ;.� EE APRON „p ce_ TF 105 a" 76 45
\ `\ \ �.� •. DESIGN INFO �� n v=1oo 5 ® ® 0,
& SMALK E NEEDED \ \ \ "• �\ 99 �; I •• AT BASIN 2 ��
I ! rDA 73 py.- �,f
NYSDOT CURBCUT PERMRS.EOUIRED \ \ \ \ iD0 i u. ! p73 s a�
CONNEC110FI TORE MUNICIPAL to I a+ 3 72 21' % 6 ® ONL
t°� ' >✓
4" HD \ 1 S W 05 (+� j' O
WATER SYSTEM TOBE PERMITTED \ 10 45 \ c �1.Ns ]04 ? `, 576" '� - "� -= -- 1 7Dn
BY AND IN CCiPLIANCE WITH 12 I FE 1 O D s
\ s A F �. � �� \ 1NV=101 5 76. I. / . -O, 1p6• i ...; :
THE STANDARD OFTHE TOWN OF -y"P'o ! + oo yea; i /% F.ES. ,12" �. i , 3e
;\
QUEENSBURY WATE DEPARTMENT \ \�o��s � . o� \ 1. \ _ �$s 0 ✓ 0 g1 E 9 ` teb? D5 I �'
INV=102.
0 25 50 100
(VERIFY SIZE. TYPE,AND LOCATION \ \moo/ f �` a� �\_ �\ � ,NM,14 I C'00'W , �Sry� �,* ' }�,• _:.. 1
OF EXISTING 1'' WATER MAIN 0- _
PRIOR TO ONSTRUCTION) ,
oo Ao \ __ % % e!A: DNrts h7 C 8
\ \ - ELEV=1e5.4e TF=105.9 1
\
PROFCSED ID SIGN°o i C F INV=102.5
TO CONFORM TO DW
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o 11 TF-'067 �" ❑
kODIication
P R 22008 y J
NOTE:
EROSION CONTROL BLANKETS MAY BE
NECESSARY IN STEEPLY SLOPED AREAS.
REFER TO SHEET 4 EROSION & SEDIMENT
CONTROL PLAN, ADDITIONAL NOTES, ITEM 9.
ITEWORK LEGE140:
EXISTING CONTOUR PROPOSED SANITARY LINE
(GRAVITY)
s PROPOSED CONTOUR __ ___ PROPOSED WATER LINE
x 1 ts,o PROPOSED SPOT GiZ`!IIIDE PROPOSED STORM LINE
PROPOSED SWALE --_-- PROPOSED SIDEWALK
GRASS OR PAVED WITH CONC. CURB
- PROPOSED PROPOSED ASPHALT
RIPRAP WING CURB
TEMPORARY SEDIMENT BASIN BERM
TO MAIN BASIN AND ACCUMULATED SEDIMENT
TO BE REMOVED AFTER SITE PAVING IS
COMPLETE AND VEGETATION IS ESTABLISHED
IN DISTURBED AREAS. RIPRAP PROTECTION TO
REMAIN IN PLACE PERMANENTLY.
15" F.E.S. INV-105.0
END SECTION STABILIZATION:
END SECTION TO BE
ANCHORED IN PLACE.
RIPRAP 6" TYP. SIZE, --
18" MIN. BLANKET THICKNESS. 1
CONSTRUCT AS PER F.E.S DETAIL
APRON MIN. 4' WIDE AT TOP,
MIN. 13' WIDE AT BASE
15" HDPE 32 LF AT 3.137.
TIN-117.0 \ G
TW-120.0 Bw-110.0'Q
BW-112.0
`SeC/iph 02 ,
NOTE:
STORM MANAGEMENT AREAS AND STORM PIPES
ARE TO BE CLEANED OF SEDIMENT AND
DEBRIS AFTER FINAL PAVING AND
ESTABLISHMENT OF VEGETATIVE COVER IN
ANY DISTURBED AREAS.
TOVIIN STANDARDS \ %1'
15' %"L FROM R.O.W. LINE
\ \
EXIST. MOTEL OFFICE \
TO BE REMOVED \
ABANDON EXIST.
SOUTH CURBCUT
REPLACE PAVEMENT WITH
SIDEWALK do CURBING
AS PER DOT STANDARDS
/ T
4. STORM
h'••. BASIN #2
O.1- •
a •� I i
. •a�7Ot
L`_/T01NN OF UUttrvotsUMT
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s
LF AT ,23'lb >>o. RETAINING WALL
DESIGNED BY'OTHERSl
13 1no ce 1 TF-
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(BOTH)12' NV" 113.0
OLR'-toe. Tit 118 •\ . I t
(gyp gE0 _
TYPICAL EXISTING _ 29' G v�,,ap\sw��K Z� a
93 s�\N SEtOA/ cs 16 U
CABIN TO BE REMOVES Da"E e Ex�EMP\N i�E N i ? TF=115.75 • y
+s / \ W rvo-� 7 2 INV=115.75�
OB �0
120
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CAPE :i, 9 ! ; \ / ��r - - TYFICAL,
T ES GU 1
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12
Q' nNp` °per %. • �. i/ ;. %' ,•' �`L:� 25�------- � , i23CB # > oq
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B SIZE, TYP TION
UCT10N.
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TI PRIOR TO CO / $
77
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NE1R OF D ENCIES.
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TF=103.2 T 1 ; / �, / ?2.' 7... (DR P MH)126.0 to
;'�}v
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=102.8 SAN MH 1 '� ro' 25��.
104.0
TF
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TF=115J5 O• / % LT ! _ _ -- r _ '_._ .-, 0 w�0
6" INV'S=95 INV=111.5 ,�y
i25 ISE�Apc.�\�"
' 151 INV=111 ', �' .• -• � ': 7, 0 oN
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9' DLA ItfA=102. TWO-WAY Sa�� graphic scale in feet
V DEPTH
DW 12 COUNTY DPW PERMIT RI-QUIRED
n•-`a CB TF-9.1
4' DEPTH
\ \-111APORARY SEDIMENT BASIN BERM
Tr MAIN BASIN AND ACCUMULATED SEDIMENT TO
�\ REMOVED AFTER SITE PAVING IS COMPLETE PROGRESS PRINT:
AND �\ ESTLISHED
INDISTURBED ARTATIONTEAS. RIIPPRAP PROTECTION TO
0 R1AWN IN PLACE PERMANENTLY.
1 �212006
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