Phase 3 J{ -
_ I � LIST OF DRAWINGS
'(r,!'?�i:�{r wa«r' I ' �. — } i'I•� P}rAdW.6atleR • g• .• e �jT w �1+
P3-1 COVER SHEET
P3-2 LAYOUT
-
' 1 :� p "'°� r�.� •-_ P3-3 GRADING P D DRAINAGE PLAN - PHASE 3�
' f ;•J : i � Ir N .lgg`? 't ll 1 Q 1„ a''+, "+ \�. P3-4 UTILITY PLAN - PHASE 3
,L/ Y� •. ' ' ,Y. � :. ' -: Y .` °s ''' . .Y 1< ,Y �""�- P3-5 LANDSCAPE PLAN PHASE 3
P3-8 ROAD PR
• fY „ •.
( • w i , .; ,T I \� •;" a,,, . ,.. .. . , .. ,. . �_ FILES
P3-7 DETAILS 0
orl 1 a' M
t / w ''il• / 1 an ,, n „ P3-8 DETAILS
-+F M.e w �• t,y w.•w Al i,y f` c irx .,. ..,
(REFERENCE DRAWINGS
nMY „ �, N, Iw Mono. wl t wY uY 'it"l
fall `w '"' Pi 4 UTILITY PLAN - PHASE 1 AS-BUILT
`" P2-4 UTILITY PLAN - PHASE 2 AS-BUILT
� '!�'O.M1u .•I i � � _ 40llOM 'w Y �,,,� ,yy
C I �/ gIIV6�- AGI q d
SECTION 77
• i'Itk Y . r, s •i
•eM41P{te i... ." 4 p '•4•, • 1 LIY '•'• 4', ,w
�'4 73-1-2
I •! ' ,......, ) .�s .F'• 1 N., r aYY d N., tl oil HY
r I - �~ an u a •w to.
1' � .I�•�VY ( �_ __ 1T 7��f•� , tl ` \ Iftl a YM . 1�1 RYp
iil�..T...�• .1.�4 '>••"u".. '�' .t k i i:"7:'�1�•1 .:rf' ; / a' I r uw
F•• �_ ,I'1 ,
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t ` •� I YY � IY M'
LOCATION PLAN
41
••i 'n �\ I .1'
NYS DEPT. OF HEALTH CONDITIONS OF APPROVAL
' + 42
"a I
L M PR *&r"M6 `OR WATG WrM1Y Alm aEWAOE OOlLWT1ON AND/pI / 40 .
lotfAilQ/i !MILL W HSTALLID M OOIIOIMIIY W111t 1MEaE rY/N5. k //� l.PriD CONSERVATION
Z NO LOT OR Mw w' LAND SIIAYL K&lO/+�WMWT RANG rae Sllttl RETIlONRIOII / \`'1 43
SEtlN:WDMIRD TO AND AffROVED OY M t!W YORK aTAR OE►i.M HEALIM.
3.M DE mim ,HALL TAU= ucel fLROMASGt wnH AN ACGIRATE A6-0IA.T / SECTION 75 ..`
PLAN OV11 CIO ALL"STALLED aNttARr rAAAR[a VAtH M DCVG.OrEIt SH68 -
LOTa WM OOIISiRUOTm MCUTES• 44 j 39 3S 37
4.M DEVELOrlR LFWL ruMa11 EACH ratemiER or A LOT WM A OOPY Or TK APPROVED �, .,,•• 34
SIIMpAS1oN RANG AMD SIIA/l MOT/Y THEM Or M ?1=651IT•Or HSTANtM:THE WATER .•
W ny AWOR SEWAGE TREATMQR F#A=S H AOCORCANCE WITH M AfrItMD RIMS• /
a.WHIM S MMML WAM AMC\OR SEWAGE SYS=$IRE VROrOM AM THE LMD �_ ..-• � ,... .-.� -«., 35
COLENS fALLS GM@9T OfMio Dma MOT HW=001161tl1OTm FAO=&M
UWWY MUMS MALL W MMM AT M M Or OONSI"TI011 MY
A Pl.RA_OR vzwr U.S.root OOM{W/'1E WIH AR,01ow fLANA AND t t GOMM.NTY 1 ' 34
WRRiQ1 OCITirGATN1N SIIALI.K SAMM To TM ArrWIM LHD POW TO 45
OOOUPANOY Or M rR018[& i °
Q MVATE SLWArl DwoS/L STS10%S11/11 NO LONGIM W CONSTWIOTED OR ISL'D + 1� i AORE •'rr■rr■rr■ } Wrr 46 73-1-3.1
ArMR MOM 6[WAOE rAOIRCe ARC AVALAMIL oOtl90710N TO M MAW SEWWAO[ — � # rrRA�r■ 33
sySi S REQISRD M ONE YEAR Or M 0Y1,1EMCa)WOOLNC AVALAMLL , / J t 1 47
-247-D$„m n r
1.f1AH=oRAR.Ia r TW To a TEARS AND EAWES EXRNHCHa iA � j : 46 32
MAY A GINNED T T I1I MATED UPON W K 9101 FACTS AND M Rr = 6UMDMHDM IIII
ONTAM A T H XT9?IS AT MAT iMG A NEW RAN aUMNSHON FAT MC IS.OIrSD 10 • _ _ ——_ — —_ �O 3 W ♦♦
OaTAN A TIT C1lTQISI01t �
0. 4141
1W A"*OVW RAMS HST K RED WIll M WAIM GWITY CiLpI S •4. i, r roses♦*♦
r
fllne To oereplc Lora►DR eAtE AM WI1N 90 DAYS or M pATE OF RAN ARROVA4 i *♦♦ `. 31'
4 49 r 3p ♦♦
.r' PI r 72 Q '
3 6S ♦� O S1 *♦f♦ ; 1 � Y'' r�i
SOLOMON HEIGHTS73
r� �
i., u
wxmeeae `S ♦ ♦♦♦ , 'T Sys r
20 G"
a PROPOSED G ♦♦. �.� , k,M"y,,, '
PLANNING HOARD APPROVAL - PHASES suaoR Mcl' PWG
�` w♦ 74 75 '
v
�x' - /j' W ACRES ♦♦♦ �O♦ ' ,:,# ,' '}. 44
L
..9 ' HAS CDApproved Under Authority of ° ♦♦ ♦ ♦♦ M co
a Resol A opted January 28, 2003 f
f ,
by t aip* n g Board of the J o q a3♦♦♦ •
de' 4
T sbury, N York.
Chairman w
r � NoTtk
P 02,01
if PU
HIGHWAY DEPARTMENT APPROVAL - PHASE 3
QUEENSBURY SCHOOL r
These plans approved by: OLIEENSBURY SCHOOL
73-1-20
— _/����`2� Plr✓ `�� /r QUEENSBURY SCHOOL PROPERTY IS LO DER CATED WITHIN THIS 5UBDIVI51O! MAP WAS PREPARED
UN THE 5UPERVISION OF A LICENSED
(chard A. Missita 73-1-19 THE QUEENSBURY UNION FREE LAND SURVEYOR AND WAS MADE FROM
Highway Superintendent '
SCHOOL DISTRICT A MELD SURVEY.
and THIS PLAN Is CONSISTENT WITH THE ZONING
QUEENSBURY CENTRAL ORDMANCE OF THE TOWN OF QUEENSBURY
AREA MAP FIRE PROTECTION DISTRICT PROPOSED RON ROD MARKERS TO BE SET AT
EACH LOT CORNER OR CHANGE OF DIRECTION.
WATER DEPARTMENT APPROVAL - PHASE 3
o o
IArA s--rw
TAX MAP NUMBER5 PHASE 1 - 25 LOTS
EXISTING TAX PARCEL NUMBER 73-1-2L 73-1-22.1. PHASE 2 - 25 LOTS
73-1-22.2, 73-1-22.3 AND 73-1-22.4 PHASE 3 - 25 LOTS
TAX MAP NUMBERS FOR NEW LOTS WILL BE
73-2-CLOT S A5 SMOWN ON THE PLAN), TOTAL - 75 LOTS
• ��pF NEWjd • o' ZONING INFORMATION OWNER/APPLICANT
•••� ��EW C. EXISTING ZONING SR-20. MR-5 t LC-424 THOtdAS J. FARONE & SON, INC.
PROP%E0 PUD 7.ONF.1
-MN. LOT ( �E 0.40 ACRES 98 FIELDSTONE DR.
NYS DEPT.OF HEALTH APPROVAL - PHASE 3 NEW YOFIK STATE DEPARTMENT OF HEALc!� -MN• FRONTAGE AT K -SETBACK - 70' GANSEv00RT, NY 12891
-MN. FRONT SETBACK � 30' &
e -MYi. REAR SETBACK 20'
' �, -• I;( W -MIN. SIDE SETBACK - 10' J. BUCELEY BRYAN, JR.
/'� ? -MN. SUM Of SIDE SETBACKS HELL POINT ROAD
Glens Falls. New York DATE: 3- cf /- 3 50136 s••O p NO.500 .6?� BOLTON LANDING, NY 12814
t AAMTG� . ' 4OFGSS100o
This Is to certify that the proposed arrangement for water supply and • • •vp�•Y
sewage disposall for this realty subdivision in accordance with plans
on file in the Office of the State Department of Health are hereby
DATE REMSIONS
approved.Consent is hereby given to the filing of the map on which Nace Engineering. PC 1/24/03 ENGINEER REVIEW COMMENTS ff Indian Ridge P UD
rtts endorsement appears in the office of the County Clerk in accordance CM a /29/03 CORRECTED PHASE UNE
with the provisions of Section 1117 of the Public Health Law and
f Section 17-1°505 of the Environ ental Con rvation Law. Miller Associates _ Town of Queensbury, County of Warren, NY
LANDSCAPE ARCH17ECTS
Pg VanDusen & Steves, Land Surveyors, LLC
Land sa va a a PHASE 3 - COVER SHEET
j 169 Haviland (Road, Queensbury, NY 12504
I D
(518) 792-4958, Fax (518) 792-8511
ote: Nov. 15, 2002 SCALE: 1 INCH = 280 FEET Sheet P —1
i
i
LAND CONSERVATION N
74.24-
55.0
>
40
3; %1
29,126
q.ft,
t
N54-3 56-E 32.5529 sq.ft.120.03, N60- , 0.67 acres 5
76.0511, N45* *1 t 4
V
3 . 5 acres 6 . 27 0 ;I
if
fit
24,881 scii
33
j
I I 0.57 acres -
F J�
QUEENSBURY SCHOOL
I
24
'12 08.98' f
!! 1 , i
28 R-2 7 32,030 3q.ft !f
f :,I
i 22,057 sq.ftI96 00 0.74 acres
LA
-.51 caw
I
H.O.A. LOT
25,899 sq.ft. 30 o
1 0.59 acres 29
21.538 sq-tt. f;19,194 sq.tt,
PHASE 1 1 1
0,49 acres
If
0.44 acres fit
o-
f END OF EXIST. 1 23
I_,,.- PAVEMENT
tiI.J.
---------- i ,578 sq.ft.
L <
M0,82 acres
21
120,00,
A
BUS GARAGE
iSteil-48 L-94,54' S' f 56 f &
850
a.y 55 34.23 sq.ft,
0.79 aces
-mesiseres,
No At.
- .. � .1 ff�,
27,233 sq
.41 0,63 acres
L-92.45' if
if if
if
K-425.0 qp C
22 OP
5 try 50.963 sq.ft
1 if 11 1.17 ov"
54 ra a k
32,264 sq,ft. • NO CLEAR ZONE
i; it if!
0.74 acres ALONG REAR LOT LINES
if
..ff
if
if ;j C4 53 L if
f!"f j 52
if N�ffj�f!
1 40,509 scIft. M471 f
i • f?'pij
D.93 acres m 57 P
ll;? 26,268 sq.ft. ! �f 9
; �V!�;�q
11
1 0.60 0""
1 1 36,840 sq.ft.
W- 0.85 acres j,
ef
" 11 1.. I. ... 21------ Xr��
-- ---- it 3: f'; 57,297 si 46,
1.32 acres if
.1il:f ;f
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W ......
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,.,,;1 1 i)w 911 liu-w If
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NO CLEAR ZONE
Wl.;-
ALONG RtEAR LOT LINES 58
v 30,044 sq.ft... .... 0.69 owes
20
35,201 sq.ft
0.81 acres
Cr)
if
PHASE I if 1 1, '1
73 �f�f if
it �fff 'jf� 4f"'if r—f I i. "";', I
1J.0. 59
7-1 33.075 sq.ft,
0,76 cues
19
27,950 sq.ft.
No CLEAR ZONE 0.64 acres
ALONG REAR LOT LINES IN
S" f4
60
.83 acres 9"0 <
18
4*,**. 26,996 sq.ft. IN, IN
0.62 ocres
Rye
Ahv
f:
44
me am.
<
17
-441 mk* if
sess'em, PHASE 2 26,995 sq.ft. /W
0.62 acres f
DEPARTMENT OF HEALTS
i j! �f I aw PORK STATE
GLENS FALLS DISTRICT
66
6 2
< Rotor to tint sheet for approved date sad 91P&V
16
6:5 j
26,994 sq.ft. 30 ft WIDE
NO CLEAR ZONE QUEENSBURY SCHOOL
0.62 acres
('34ze 01 9 ALONG REAR LOT LINES
ti
0 50 100 150
>
-We
THIS DRAWING HAS BEEN REDUCED
---------- - DO NOT SCALE IF ACCURATE
7 DIMENSIONS ARE REQUIRED
Of NE
MOP DATE REMSIONS"
W..
C4 Nace Engineering, PC /24/03 ENGINEER REVIEW COMMENTS Indian Ridge PUD
Civ# Engkmenn
Town of Queensbury, County of Warren, NY
Miller Associates
12 LANDSCAPE MCHITE073
0 VanDusen & Steves, Land Surveyors, LLC PHASE 3 LAYOUT PLAN
5M3b 4p Land Svnsyc,,ry
SHEET P
0 DATE: Nov. 15, 2002 3-2
37 Chester Street, Glens Falls, NY 12801 SCALE: SEE NOTE
(518) 792-14958, Fax (518) 792-8511
G.EA.
i
LAND CONSERVATION
Ile
_ 26
-_ _ --- ff"
/ a - �/ 25 r�
fit
27
32
28 — i / 24 f QUEENSBURY SCHOOL
ag
31
M
,
IT.O.A. LOT 30 s
r
PHASE 1 v� 29 �i �� v�
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MP
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ea
1r END OF EXISTING // \ \ =b . _ \
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st-" ten_4_ DW 19 \ \\ �� `
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,
ow is m _ — '1 Sb ` 58 `\ j �F / i BUS GARAGE
mrle _ \ C .
GONNEGT TO ElUSTNG /� 1 `\ ) , J• .,f
f:3 carPEo PPE u1w so / J I22
if
54
I
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I
52 \\53 / —_ /�/" \\\ T T �` "/F ALONG REAR LOT L1NES
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t �
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QUEENSBURY SCHOOL
6 / /�/ !
PHASE 2 DW30 17 ,�f r These plans approved by:
— REMOVE
(s6 � '� _ �� TEMPORARY ichard A. Missita
F NL�Y PORK STATE DEPARTMENT OF REdLTB
_ TURN-A-ROUND / / j
.u> / ,, \ GLENS FALLS DISTRICT
(�,; �� Highway Superintendent
\ 16) / 30 tt MADE Rotor to first sheet for approved date ands u'v
` '. •�. °5�/' l` NO CLEAR ZONE ._.
" ALONG REAR LOT LINES
6 3� - ae ,r'
DW
32
DW
71
p
oW32
,
pW 34 ..
' / •\ w
\ ,_, \\\ / r NOE E CONTRACTOR510N SMALL SEDMS T WTM THE
CON
01. NEW YORK GUIDELINES
PEh�IPRE STATE C"APTER OF TIME 50L AND WATER COAS ONNSERVATIION SSHED BY OCIETY.
1 2. GRADING OF ALL LOTS ANDi»a1_. ���.,._._.✓` BUILDING SITES
BE
DONE VATMnWNOFQUEE15BURY
N REGULATIONS.
NA �
THIS DRAWING HAS BEEN REDUCED r�
DO NOT SCALE IF ACCURATE
f
\ OF NEIy DIMENSIONS ARE REQUIRED
a w Nace En ineerin PC GATE REHSIGNS
�' \ ++ b�• 1/24/03 ENGINEER REVIEW COMMENTS
.2 > '� C/VNEng/neers Indian Ridge PUD
Miller Associates LANDSCAPE ARCNIIEC75 Town of Queensbury, County �of Warren NY
VanDusen & Steves, Land Surveyors LLC
pAoo-rssNpe►� Lmd Si PHASE 3 - GRADING & DRAINAGE PLAN
/
37 Chester Street, Glens Falls, NY 12801
(518) 792-4958, Fox (518) 792-8511 DATE: Nov. 15, 2002 SCALE: SEE NOTE SHFF.T PR—R
02
LAND CONSERVATION okn
d2
N # 6� 5
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1
( \ t 48327
33 i__ r \\ _l 20
QUEENSBURY SCHOOL
if
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i t \ P•
PHASE 1 t t v v r
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ALONG REAR' LOT LINES ✓��
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59
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—. _
LEGEND
Fv ,' _ NO CLEAR ZONE----/ \.* r''rr \ \ `. ,, r �` Nw ,=- ,; \ `„ ``• /„ is JULY 95 TEST PIT BY MAINE
i
ALONG REAR LOT LINES \ / i`\ \♦:.,.., r s.^ ,. \� \\ r'`j \l dflya
\ ♦ /r '/// / r ° (j JULY 95 PERC TEST
\ \\ y rr \ \ BY VANDU EN STEVES
47e MARCH 89 TEST PtT/PERG TEST
BY MARSHALL
4*4 '� \.\ 80 r // �♦ \\ \\ ��'� (D MAY 88 TEST PIT BY MAINE
- - .,.�;' \♦ r is / �J f,.�, \♦ \♦ \♦ f�' 1 ', y NEW FIRE HYDRANT / VALVE ASSEMBLY
Ww
'ft. PHASE 2 rr / °F \.x \\ ,.rj \ t� °•�. —W NEW 8' GLDIP WATER MAIN
Aft
\♦ rr r \ \ f!rr \\ } ii— NEW 8' WATER MAIN VALVE
�! '°� ,�_ _ ' tja `:s r,rr \\. `♦ fir f _w— EXISTING G' WATER MAIN TO REMAIN
- yR \Y C\ 17 \ \\ r,.�/ -"'---w-- EXISTING G' WATER MAIN TO BE ABANDON
sR GONKGT TO GRAVEL URNF OUND
'•, \ MST. CAl PK - �� TO vEL\ f j\�, � PROPOSED INDIVIDUAL SUBSURFACE
SEWAGE DISPOSAL SYSTEM
-
•
\ --, 507 SET ASIDE AREA FOR SEPTIC
r 18 \ ♦\ } SYSTEM EXPANSION/REPLACEMENT
—30 ft WADE
6TING.Y TNYDRANT \ ♦ /'' .�yp9f N a-EAR ZONE
ALONG REAR LOT LINES
BE
TC7IN 3 \ ♦\ f°
QUEENSBURY SCHOOL
� ! I rr ♦ r f ♦ �'
4.
\ ♦ if f \ a
,
f r O 50 100 150
--
_ _ -. -. _ _
' A
.r'
tIX
NSiT lORK STATE DEPARTMENT OF HEALTH
GLENS FALLS DISTRICT
i \ j Mter to tint sheet Pore roved date ead ei64e Urs THIS DRAWING HAS BEEN RED
UCED
PP _. _ DO NOT SCALE IF ACCURATE
\ NE
y Nace Engineering, PC , 2a DIMENSIONS ARE REQUIRED
� nOATE REVISIONS
�� W, kv O / /03 ENGINEER REVIEW COMMENTS Indian Ridge PUD
�Q. x CAN Engineers
Miller Associates Town of Queensbury, County of Warren, NY
LANDSCAPE ARCHITECTS
�.,
0�1 \ eo NO.55�50 �a Vans nn & Stever, Land Surveyors, LLC PHASE 3 — UTILITY PLAN
Land 37 Chester Street, Glens Falls, NY 12601
(518) 782--4956, Fox (516) 792-6511 - SHEET P3-4
i
+
+
;
�. G.E.A.
�Messes
LAND CONSERVATION rj
I
B 2Ill 6�, Z /
i
26 \
r29.190 sq. \
,r.•"�` 0.67 acre 25 TO f1E1011.
/ V
48a 32,559 eq.ft \ i
27 0.75 acres \ i
i \
24,881 sq.n. \
0.57 acres
3 `s ,
QUEENSBURY SCHOOL
^� 28 24
22,057 sq.ft.
32,030 sq.ft. (f
` 0.74 acres
31 0.51 acres
H.O.A. LOT 30 — — _ _ \F
29 \
PHASE I \
i ;
23
m MUM
Mom'+i4- END OF EXIS `') ppaaNO TIEES
' \ 1
PAVEMENT ,� ro In" 0.82 scree s
35.578 aq.ft
IRE
\ IFBUS GARAGE j
- 58
Ifw_
m s _ 55 zsz aq.ft. s79 case
IF
-
if 27,233 sci r [
' 0.63 acres if
-
r
49 r
" °' 22 I
0 54 50,963 sq.ft '
+w - ��, 1.17 acres
32,264 sq.ft NO CLEAR ZONE
9 ? C).l 0.74 acres ALONG REAR LOT UNES '
52 53
IF
40, 09 soft.
'I
0.60 acres
I r.
57
36,840 sq.n. ( �.
If I
s/ 0.85 acres ¢s oc
21
I
57,297 sq.ft.
1.32 acres
I j
d
-- - _. � it
I
Fill ak,
1� l 10 ft WIDE --J '��
NO CILEAR ZONE ALONG REAR LOT ONES \\\
h I
58
I .�
; 30,044 mai .
0,69 acres
.I . v
20 , (
1 ,
Or
35.201 aqf G-
G
I
1 If
0.81 acres
'IF
1:; PHASE 1 r / Ft « o
74 y� 59 F
_ 33,075 91 F�
- ;;>' - 0.76 acres !
v>6 it, 19 A:z
//
NO CLEAR ZONE---J / 27,950 sq.n. /
#4 ALONG REAR LOT UNES / 0.64 acres, I
so -
_._ 476 36.100 sq.ft. �,fif ,
��
0.83 acres �
r F F
0.62 acres
#It
q 4 X.
/estiew
i
FOR sell
�+ ""Awc.a we fee
� ��.1r �" sr � PHASE 2 � 26.97�.s. lF���
w
TEMPOR
TURN-AA RY ROUND 0. e
( ® ./' IF
TO DE REMOVED �v'" J,
1 f
€idt (32
n \ t
7 70rium !( ., �' —30 ft WIDE
NO
ZONE
+ 4r9 26,91 aq.ft ALONG REAR LOT UNES
6 ' ' 0 acres QUEENSHURY SCHOOL
,
I
O 50 100 150
IF
raj;. j
IF If
0.p • ` A I
- \ 4e2 � NEW YORK STATE LENS FALLS DISTRICT
DEPARTMENT T OF �� All
THIS DRAWING HAS BEEN REDUCED
v- LEGEND T SCALE IF ACCURATE
i
y? DO NO
Refer to first sheet for approved date and eignaLax+� !
' I , DIMENSIONS ARE REQUIRED
JULY 95 TEST PIT BY MAME I
+ )( i DATE RENSIONS
`•, ' Nace Engineering. PC. 1/24/03 1 ENGINEER RENEW COMMENTS
g� JULY 95 PERC TEST CW Engineer, Indian Ridge PUD
l f) BY VANDUSEN + STEVES Miller Associates Town of Queensbury, County of Warren, NY
MARCH 59 TEST PIT/PERC TEST LANDSCAPE ARCH17ECTS
BY MARSHALL
VanDuaen & Steve,, Land Surveyors, LLC PHASE 3 — LANDSCAPE PLAN
+ - Land Surveyors
\ -
/ tD MAY 88 TEST PIT BY MAME 37 Cheater DATE: Nov. 15, 2002 SCALE: SEE NCheater Street, Glens Falls, NY 12801
(518) 792-4958, Fax (518) 792-8511 SHEET P9-5
i
I
HIGH POINT ELEV = 477.81 LOW POINT ELEV = 474.44
HIGH POINT ELEV 474.71 HIGH POINT STA = 13+50 LOW POINT STA - 18+50
HIGH POINT STA = 3+63.39 LOW POINT ELEV = 472.94 w n PVI STA = 13+50 0 F PVI STA = 18+50
PVI STA = 3+63.39 0 .r
�o F- LOW POINT STA = 6+50 PM ELEV 478.00 d � PVI ELEV = 474.25
.50
PVI ELEV = 474.90 d o_ A.D. _ -1.50 � A.D. = 1.50
PVI STA = 8+50 a m ' K = 66.67 j N K = 66.67
A.D. _ -1.50 n PVI ELEV = 472.75
li f- K = 66.67 to A.D. - 1.50 W x + 100,00' VC w Moo' VC
° 1m,00' VC w oZ K = 66.67 1 o I o N o N I 0 0 $} oo
dj In IN 1 �W LOW VC N 111 1* F 8 n O n O 00 O of n O+i n
J n. rn
NI .4 1 n � NI N 00 � + O U
�c NU• d d d N m W W
O W > > ' w I" a0 " lil I�- to y FIRE HY'DRAN'(' m m W W (A II
+ m m W W Q j N 11 (TYPICAL) EXIST.
.._... - _._-,..__7"--^•
ONNECT TO
0.
d - - --- a - _ I CAPPED PPE
75% r
----- 5
L
-P. ... .
I i �7II
7595 92' E" PERF. 1
'
j .,._....._-. --' d..�... - -...-..._ _...., .- .. FILT. T ENS N� D AIL
�: r 0.7G% .�::. . .._. ..�. ...._._
3z
: a . VF.LVC � li i i ''�, i ..,, p>kRF. 4,)P.. O�. _...�-
S
HDF ,-tt1�4.�.
�.. �T..�
AIL
dF. iPfN, H DEi�-. I;
i
An
iA�
I I '
SEE
8"0 VALVE
CONNECT 10 EXISTING E1., i (TYPICAL:
1
B" .Y<AT[R MAN 8„M 8,. PIPE 1 y, ��: ,�
REDUCER _ LRYNC.._S 14 and 115 DRYWELL 16 DRYWELLS 17 Ond 18 1 DRYWELLS 19 and 20
i ,1rrd 4 ...-.. S dnd °''. ,U Ot1d 1i DFlY�PJELL`s 1� dnd 1� STA t +G�J 5'fA STA 18.t50 1 STA 19+50 i,... - DRYkLLS DRYWELLS s- I 17+56
DRYWELLS :S Dft(1Va 47:"i.87 RE1� ELEV
< ! a •> STA 6r:i0'�, DRYAWELL 7 STA 5-ML,". STA `s�11¢ � STA 1?-r5Q RIM UEV � t l]M ELEV 4/4. i `J 4'4.19 1 RIM ELEV 474.75 I
I CR"(MELLS 11 and 2 DRYWE�L 3 RiM ELEV 4i3;81 E; RIM ELEV` 47e", 25 i 1NV' ELEV 47G. 1 if r,
STA ?+58# STA 4F 14 DRYWE�L 4 f'tiM ELEV 472.69 S1A 7+E' RIM ELEV 474.56
ELEV 4. INIV EL 70.91
- : s 'V ', 7 h 4 INV. ;:T...t:,\ xifi8.8S INV. LEV 4Ti7,G1 INV. ELEV 47U.72 ', ',
FIELD ADJ.: RIM ELEV TA a+..1 RIM E.EV 473. �
INV J. l EV;4
RiM ELEV �, 4.4J27 , RIM ELEV 417.99
DATUM ELEV
1
460 p 1 p
7tr--tpr�i
I(1 N Q7v�) cptol
n N O n ao tN0 N ano uoi 04 n M g tN0 4 tND 1 O n 1n N
sF�t r N (0 0 00 N M Dnp r a0 •- O1 01 N W 10 c� - � O ad OR p� n a0 00 Oi Ot T 0) Oi 0) a0 a0 of 0) Oi M 0)t6 (n
sF� � Ifin 104 r I�trj 10 Mi L�Irj � nj nHT ^ � nh n00 ^ r� n^ n^ �^ nn nn an v0 �1* v0 a IO It V* v � v� 1 d'O d•N a'tfY �aD
of n n n n a a .r �
.,*.f v .t v� v.t d, .I• v t t
1
1
3+00 4+00 5+00 6+010 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 1 20+00 21+00
1
1
1
1
1
PHASE 1 ; PHASE 3
FARR LANE - STA. 2 + 50 to 21 + 0017
' I
HIGH POINT ELEV - 479.69 4
HIGH POINT STA = 26+00 HIGH POINT ELEV = 479.31
PVI STA = 26+00 HIGH POINT STA = 39+50
PVI ELEV = 479.88 LOW POINT ELEV = 474.81 PM STA = 39+50
A.D. = -1.50 LOW POINT STA = 33+b0 PM ELEV = 479.50
K = 66.67 PIA STA = 33+00
PVI ELEV = 474.63 A.D. _ 6.67
K = 86.67
19aov vc A.D. - 1.50
K = 66.67 1 loom VC I
0
kn to m I 100,00' VIC
+ 0;
N C4 t O O + 0)
t� Lo O M d Y V�
1 m m w w
m m > > 1
W w 1
FlRE HYDRANT
(TYPICAL)'i 1 ° -0,75X
- -
0.759E I
3
1
1 1 �„-
8,: P .
z ER = -g2 ER _--:I I H DPE al 0.0% -HDPE5atP0.0% - 1
t W 'W i
DRYWELLS 23 and 24 i ---SEA INF. TRENCH DETAIL -
w --- - DRYWELI_S 21 and 22 STA 29+00 e,.a VALVE
1 4,
Z STA 22+50 RIM ELEV 477.37 ;(TYPICAL) x '
RIM ELEV 477.00 1 H ;p
1 d
i
di
I
DRYVIELLS 25 and 26and1 DRYWELLS anc•L
DRkWELLS 29 30 STA 3G+=Cry
STA, 32+00 DRYWELLS 27 and 28 1
STA', 34+00 RtM ELEV 477.00
RIM ELEV 475.12 STAi,33+00 RIM;ELEV 475.1x 1
INV ELEV 470.72 RIM gLEV 474.5& 1
INVIELEV 470.72
I :
INV ELEV 470.721 1
I
i
I
f
i
1
I
1 '
pp i
CNI
O ^ a0 nm �N N� O00 OM M^ n� 01p �O M'r tp^ d.M O00 7.,N� 00 r-� N� LO
M)� Wn tOM .0 MDo �O OMi On 1 �� 0� O� In "TR OL7 Dad Otn O/� 6 M � pn I
CV 1� fV N N t''I N O DD aD a0 CV d' aD rA ^tli' n 1n O tC 0 t0 �O n '-n O OD 0 m 0 m 0 O! O 00 CO ap
aitG oi�i 0100 �^ ter, mad Kati 6Do a0p0; 00i ap DO aon aQ000 00en0 n 00n pp� 00^ 00h 035 a` 0 nm nm nn P, nn nn 1 nn aDn aDn OOn aDn °On a0n a0r aon aon DOn d n
00 00 df d � �}dn bdn d { sF `td .} std d +f shd �dn V � �� `Y + sFd sFd `}V 1 dV sF+Y t � dd W� � t d
1 !
1
1 i
i
21+00 22+OQ 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33t00 34+00 ; 35+00 36+00 37+00 38+00 39+00 40+00
1ffiY PORK STATE DEPARTMENT OF HEALTH
GLENS FALLS DISTRICT
PHASE 3 PHASE 2 Rohr to first sheet for approved date and 819"van,
FARR LANE - STA. 21 + 0 0 to 4 0 + 5 0 THIS DRAWING HAS BEEN REDUCED
DO NOT SCALE IF ACCURATE
OF NE DATE DIMENSIONS ARE REQUIRED
DATE REVISIONS
W. 19 Nace En ineerin , PC 1/24/D3 ENGINEER REVIEW COMMENTS
C,N,EngM, g -- Indian Ridge PUD j
;I a Miller Associates Town of Queensbury, County of Warren, NY
W LANDSCAPE ARCNNECTS`
VanDusen & Steves Land Surveyors, LLC ROAD PROFILES
6d NO,55150 4r Lane Strvoyurs
ARa:.rSS10tdV.
l 37 Chester Street, Glens Falls, NY 12801
(518) 792-4958, Fax (518) 792-8511 Date: Nov. 15, 20G2 SCALE: SEE NOTE Sheet. P3-6
WINO TRAVEL. LANE
SCALE
I+--lo'-o' O.C. MAX. ASPHALT ROAowar
36' FENCE POST
DRIVEN MINIMUM 16'
INTO GROUND
5111.1 STOP COMPACT BAGKR.I. IN
EMBED IN GROUND 12' EFTS TO q5Z FROCTOR
B. DENSITY
FILTER FABRIC-\
�►' ':."
HL2 CRl1Fd1CD STOWQ
N
O KRFORATED WE STORM SEWER •�
r PERSPECTIVE SEE PLAN f It UM
I
3G' FENCE POST. 10' oc MAX INFILTRATION TRENCH 50'-0' RIGHT OF WAY
DRIVEN 16' MIN INTO GROUND
NOT TO SCALE
24'-0' TRAVEL LANE
SILT STOP FABRIC Y-D° 2`-0'
FLOW EMBED W MN N 13ROLHD
30' U7L. EASEMENT
_ UNDISTURBED GROUND 3 1/2' ASPHALT CONCRETE
4'-0' G'-O'-1,I/T COMPACTeD TOP HYSDOT REM 403,16 TYPE 6
SEDIMENT CONTROL FENCE t ALLOWABLE G' TMP' _ Axe
NOT TO SCALE 3/4' /FT. 1/4' /FT.
MR.
OP LOCTWSE �.--__-- ----.,_
ELErT- CABLE TV
GRADE AT UNPAVED I TELEPMOME + GAS
AREAS RESTORE TURF
00
DRYWELL - LOCATIONS - l .
AS SHOWN ON PLAN �. INDIVIDUAL DRIVEWAYS SHALL BE
h Www m SUBBASE CSEE DETAL) GRAIDED TO MEET PAVEMENT
ELEVATION
OF MEET N NO CASE
PAWED DRIVEWAYS K ALLOWED TO CUT OUT
Will WING SECTION Of PAVEMENT.
I
I SWlA1E
BASE COURSE - MtMl1 DEPTH 12' NYSDOT ITEM 304A5 STORM DRAIN PPE
SWALE MAN
TYPE 4 TO BE COMPACTED INTWO LIFTS AS SHOWN ON THE PLANS
a �
TYPICAL ROAD SECTION
❑ ❑ MACHIE BACNFIL W/
MTK MATERIAL NOT TO SCALE
COMPACT
❑ ❑ ❑ ❑ EXCAVATE TRENCH WIDTH N 1'-0' LIFTS
MRMN WIDTH EOUAL W MAX. SQfa
TO PPE PWS ZA ►T. TO WE HOOFED
PLAN PROCTOR
• SWALE
CavmCWOZ
W 2W'X3' STAKES PASSING 2 A1B*ABO�VE PPE.
OVERLAP ENDS EACH ME HAND BAGAWI L 6' Eft.
BALD HAY OR STRAW
SMOOTH INTERIOR WALL HOPE BEDDING 6' DEPTH
FLASHED GRADE HANGOR M-0 OR EQUAL SAND. GRAVEL OR
CRUSHED STONE (TO 1-1/2*)
- _ - STORM PIPE DETAIL 50'-a"Manx OF WAY
- —
=1 : NOT TO SCALE"
SECTION 11•-0"
24'-0" TRAVEL LAME
u O
MAY BALE DAM - CHANNEL FLOW 3 1/2" ASPHALT CONCRETE
NOT TO SCALE -2" COMPACTED BINDER NYSDOT REM 403.1.3 TYPE 3
-1 I/2" COMPACTED TOP NYSOOT REM 403.16 TYPE 6
B'-O" B.-0
3
2'-0"
6" tYP.
12 12
1 ' 71 1/4" /FT. 1/4" /FT.
EROSION + SEMENT CONTROL NOTES Ircavr DUTY PRECAST covKat r/ECGENiRIGwow
HOLE. USE ROTATION Or COVER TO ADJUST
L BEFORE ANY CLEARING OR GRUBBING OF THE SITE 15 INITIATED. AND DURING Ct OF GRAB' V TO MATOt (k OF WING SCALE.
ON SmE Of ROAD ADJACENT TO WATER NW
EARTHWORK PHASES, SEDIMENT TRAPS SHAD. BE PLAN.CONSTRUCTED W ALL STORM �-- PUOwx SLF BRIO AROUND C CATCH BASH
L18E' eccENTRUc COVER TO LOCATE iMNYWELL es BASE COURSE - NfU11..M DEPTH
SWANS AND DITCHES AND AS INDICATED ON THE PLAN. AND FLTER FABRIC UNDER COVER
FAR AWAY FROM WATER MdN d5 PRAGTCA UNTIL PAVEMENT IS PLACED AND GROUNDCOVl7t PAVED WHG-TYPE SCALE GOM',0.GTED SUBBASETYPE 4 TT00 COMPACTED IN TWO Ul
2. SEDI'EMT TRAPS SHALL CON5157 OF MAY BALES PLACED TO PORN A -COVER + nRYWE'LL RATED FOR H-20 LOADING HAS BEEN ESTABLISHED IN Ill
QUELgS8URY WING STD. BY LAPIN FOUNDRY
PERWDUS BARRIER IN THE SWALE OR DITCH.
3. AT LEAST TWO WOODEN OR META. STAKES SHALL BE DRIVEN THROUGH EACH BALE HOURAVY PITY MANHOLE LAME + GRATE
TO ANC41OR IT IN PLACE, CONVENTIONAL SNOW FENCING MAY BE USED IN LIEU
OF STAKES TO STABLFLE BALE TYPE SEDIMENT TRAPS. --
MAIL G' BWCNC + TYPICALA FILL SECTION TYPICAL AT CUT SECTION
4. AFTER EVERY STORM' EACH SEDIMENT TRAP SMALL BE N5MCTED FOR FALURES OR MORTAR ADJUSTMENT
CLOGGING, AND ANY FAILURE OR CLOGGING SMALL BE IMMEDIATELY CORRECTED.
5. ALL BARE EARTH AREAS SMALL BE SEEDED AND MULCHED AS SOON AS 15 WING SWALE CKF T" MAI11VEF055 ��-
SEEDE1l.E TO PREVENT Y OCTO, AND EVERY BARE EARTH AREA SHALL BE LASE COURSE TYPICAL ROAD SECTION IN CUT + FILL OVER 3 FEET
SEEDED AND MLLCHEA BY OGTOBCR lAt. tCMPORARY RAPID GROWTH COVER
CROPSS, SUCH AS ANNUAL RYEGRA55 MAY BE USED FOR TEMPORARY SURFACE
STABWZATION.
NOT TO SCALE
G. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES. INCORPORATING SEDIMENT O
TRAPS. SMALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER O Cg 00 0
GRASSES. OR WHERE FILL AREAS ARE EXTENSIVE.
7. NEW SWALES AND UNLINED DITCHES SMALL INCORPORATE MATTING OR NETTING CONCRETE E O RETE DR YWELII..
OVER 5CED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 22. ALL Still AND FORT MILLER OR B' DUA.
UNLINED DITCHES SMALL BE SEEDED WITH REED-CANARY GRASS FOR FOURM EQUIVALENT --
(FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLNC. AT A RATE OF 25
POUNDS per ACRE AFTER JUNE. ALL SEEDED AREAS SMALL BE MULCHED WITH 6" O PERFORATED PIPE E
STRAW IMMEDIATELY. AT LOCATIONS
S AND
I O G D ESL)
8. THE CONTRACTOR 5HA1 COMPLY Wf(IN THE NEW YORK GUIDELINES FOR lINBAN 1 AT LOCATIONS THE io GRADES
EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF Q AS SHOWN ON THE ROM PROFLG
LINE MAVATION WITH
THE 501L AND WATER CONSERVATION SOCIETY. 1 P FILTER
F MOOMEBEFORE
S" COLIALIZA046ZE DR PPE
To BE SET L ORYWELL �a IIE1I PORK STATE DEPARTMENT OF HEALTH
xo BE scr LEVEL
I STOLE FILL SHALL CONFORM TO
PECAST CONCRETE FOOTNG 6 IV � L NYWOT STANDARD SPEC. SECTION GLENS FALLS DISTRICT
703-0z COURSE AGGREGATE TYPE 3
COMPACT N B' LIFTS Wor to first sheet for approved date aIId sig4aV
DRYWELL DETAIL of NEw
NOT TO SCALE W kr Nace Engineering, PC NO' REVISIONS DATE
d-l" t CiNI Engineers Indian Ridge PUD
- W Miller Associates Town of Queensbury, County of Warren, NY
LANDSCAPE ARC/NOEC7S
ro VanDusen & Steves, Land Surveyors, LLC DETAILS
4O NO,5515 4. Lmd surveyors
*AHD"2s5t04a'�1'/
-�- 37 Chester Street, Clans Falls, NY 12801
(518) 792-4950, Fax (518) 792-8511 DATE: Nov. 15, 20 22 SCALE: NONE SHEET P3-7
CONCRETE
,: hh 2'WOW BUDGIE _-1¢u HORIZONTAL FITTINGS BAARR IMTERW. o.
BEAM AREA (SQ. FT.) W MAX, " i I. ,._L..T-� I -
a PIPE PLWRQ
SIZE 48'OR
coreRM N (INCHES) SMALLER SD MEND 'ns
fig`'"✓ 1C ,, B' HYDRANTS
3 EB 4 I lllo i„ I
::~is NAIL AND I
4' PDNORAT®PVO LATERAL
WARNf AREA `, "`✓a'/ SMALLER SLOPE L,1411/ ' PER FT. LEVEI.TRCIICIt BOTTOM
ON UNDISTURBED AARREA NOTES,
1 I I
ARWCMHG L END Or All DISTRIBUTOR rill MUST W
CONCRETE NOTES, RUGGED UNLESS NTERCOIKCTED. I
THIS SCHEDULE IS BASED ON 200 1 S2 ALL LATERALS TO BE Of e0U4L LENGTH. GARAGE I j
@END DEAD END N"ONHAL �9AAOp Par HOUSE
STANDARD ABSORPTION TRENCH PROFILE
CONCRim "OF CONFORM
goo THE No ToR[CIUReMD Nwu 1
Amc
TYPICAL THRU5T BLOCK DETAIL5 AM mil
SHALL A°55°P&`"n0N5
NOT ro SCALE ( NOTES:
2'-0" 4'-0" 2'-0" 102 MAX" TIGHT JgNT 4' PIPE 10'-D"
ON SLOPE OF 1/4" /FT, MIN.
Fr+F i sm CROSS SLOPE 1. TILE FIELD TO BE 100' OR MORE FROM ANY
OVERFLL TO ALLOW ON SLOPED Orl 20'-0' FROM BASEMENT WALL LAKE, SWAMP, DITCH OR WATERCOURSE AND 10'
1 OR MORE FROM FOR SETTiLPCNT TIGHT JOINT 4" PIPE — MIN. OM ANY WATER LINE UNDER PRESSURE. j
ON SLOPE OF 1/8" /FT. SEPTIC TANK
i. WATER MN15 SKNJ.BE WATER TESTED A NOTE 5 2. FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION
LEA WORK PRESSURE►OR A MNMNM INKS E T 4 HOURS. BOX, USE DUCTILE OR CAST IRON PIPE, OR
WATER BHAL NOT MIS THE LINKS SET RI AN AC ORDA
WATER MAN 1%U.S BE rU18HED AND DIS PRIOR T N ACCORDANCE € EARTH- SCHEDULE 40 PVC WITH CEMENTED JOINTS.
YATM NEW PORK STATE Dqt STAMOARD6 PRIOR TO PRESSURE IE67NG p8; g•• _ �" � UNTREATED BUILDING PAPER
OR GE01'e%TLE. GRATILEDE
E LD
1/ /FT 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE
DISTRIBUTION BOX CRADE 1 8'
4S, 2" MN. 4' PeRFORATED 1 AWAY FROM SEWERAGE SYSTEM.
p W, NN. LATERAL (SEE NOTE 4) 1
MAX. 4. DISPOSAL
HALL BE CONSTRUCTED PARALLEL
3/4' TO 1 1/2' 10' MIN. CONTOUR LINES.DISTRIBUTION PIPE PROPER
TY
WA`.,I1ED `''T SEE NOTE 5 10' MIN. LINE NE FOR RAISED ABSORPTION TRENCH SYSTEMS
24 �' SEE NOTE 5 HORIZONTAL SEPARATION DISTANCES SHALL BE
MEASURED FROM THE EDGE OF THE FILL
EXIST. OtOND MAXIMUM SEASONAL HIGH GROUNDWATER
NPERVIOUS SOL OR BEDROCK
"gemGRA°E Access PMAG � SEWAGE DISPOSAL LAYOUT
i ADJUSTABLEVALVE eox 1rw"sn IM6KI81 P"E"vRHRHr STANDARD ABSORPTION TRENCH SECTION No To SCALE 1
NOT To wGu
IC TANK
C TANK
VAM BEDROOMS FLOW (MIN WASTE . MINIMUM LIQUID DREN�HALENG FIELD ;
TOP GAS11NG TRENCH
RATE M
P u nAxX —R'J �� vµ'� _ i NOTE 1) G.P.D. GAL.) SURFACE AREA(S.F.) (MINUTES)
n SCRYICE BOX (SEE NOTE 3 Q 4) 1-5 6-7 8-10 71-15 18-20 21-30
CORPORATION sror CURB STOP NOT£= 2 260 1000 !
27 108 130 145 182 188 217 I
DETAILS ARE PROVIDED FOR BOTH STANDARD PIPE AND GRAVEL ABSORPTION 3 390 1000 27 162 ,9s 2,7 244 279 325
WATER LINE TRENCHES AND GRAVELLESS INFILTRATOR CHAMBER TRENCHES. EITHER SYSTEM a 1 520 1250 I
TO HOUSE 34 216 260 290 325 372 433 r
MAIN — — MAY BE USED FOR SUBSURFACE DISPOSAL SYSTEMS IN THIS SUBDIVISION. 5 650 1500 40 270 325 36D 406 464 542
0116 780 1750 47 325 390 433 466 557 650 I
NEW TAPFNG 61 WATER MAN TAPE K COPPER ilX11R' SOLID GONC.BLOCK I TANK SIZE REQUIREMENTS FOR MORE THAN 6 BEDROOMS SHALL BE '
3/4' FOR SERVICE LESS THAN OR IXJRUV.TO 1W' OR 01 FOOT M" NOTES: CALCULATED BY ADDING 250 GALLONS OF CAPACITY AND SEVEN
1'rat SERVICE OVER =1 AS READ 1. EXPANSION ATTICS ETC., ARE COUNTED AS BEDROOMS SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM.
CONNECTION TO EXISTING WATER MAIN 3 IF A GARBAGE GRINDER IS PROPOSED, THE SEPTIC TANK SIZE SHALL BE
2. ASSUMES USE OF CODE CONFORMING PLUMBING DEVICES INCREASED BY 250 GALLONS AND THE REQUIRED SURFACE AREA BY 7 SQUARE
NOT TO SCALE r-c -�a r-r WITH 15 C.P.F. TOILETS AND 3.0 G.P.M. FAUCETS AND FEET. A GAS DEFLECTION BAFFLE OR OTHER ACCEPTABLE OUTLET MODIFICATION AND
CURB STOP WITH BOX SHOWER HEADS. A DUAL COMPARTMENT TANK (OR TWO TANKS IN SERIES) MALL ALSO BE REQUIRED.
NOT TO SCALE GIROS 5LS MAXPIUH 4. DOSING IS REQUIRED FOR SYSTEMS WITH A TOTAL TRENCH LENGTH GREATER THAN SOO FT.
OVERFIU.70 ALLOW ON S1•� 5f�5
FOR senumm SEWAGE D15POSAL SYSTEM SIZING
i
E nw NOT£= j
EAST. OReO" FILL fI THE 5EPTIG SYSTEM DE51GN FOR ALL LOTS IN PHASE 1. 2 + 3 OF j
rrILTRAroR OR epuvAao+r.ER SYSTEM
c z4 NI THE INDIAN RIDGE SUBDIVISION 15 TO BE BASED UPON A PERCOLATION
1wALnxR OR
RATE OF 1-5 MINUTES PER INCH AND A 10+ FOOT DEPTH OF USEABLE SOIL. ;
v
TV
PROVIDE 50M CONCRETE
BLOCK SPLASH PAD UNDER --
GA7E VALVE YAill I ME OF EACH TRENCHI iS �
IHON-Itl6NG STEM MAXrEX•1 5EA5pryAL tNGH ~ � _
CROI.NOWATER ELEVATION �-' C�
INFILTRATOR ABSORPTION TRENCH SECTION
RCCONMDO AL ACll
KT.S. APPROXIMATE E GLrAHOUT OPENINGS
E TO Ni GONCREiC qt STOIC
f1iSH GRADE rPISM GRADE. F INKIER ABDYE Al f.:.I r
BtXIilD GOVW cv u -
IECOMlEIID[D. .j ,..
_ FINISTED GRADE —'T—
INLET DA"Le W NFL COVER OVER
MOTET VALVE BOX D NOT TO REST ON - ALL STRLrims
VALVE Olt PPE LINE. IIII - -
-I;N- k-
19,E MAX --iTn-'^ �1- -
F!p57RBURON BOX
- - - 3 BY FORT HJ.CR OR
lli�lll�=`ITI=TI=I C:,If wI �`
5T ELATION DETAIL MEL sL VALVE IN A L GPE
1/4'MR FOOT 1 0 0 0
NOT TO SCALE wow Mq, SLOPE
"`TRATL3R G1A7fCR5
1/S'PER f00T
eorrlDn a TlallrA+ro Be LEVEL TTOM of TPtNCFI BY r 4 M N ° °g a r"ACTLAT
s
OEM TAW— vfRI,VEI CLEVATIOL
n weT r ountT DISTRIBUTION BOX LTJSE or SPEED LLVELOts
L BOTH 005 OF INFILTRATOR CHAMBERS MUST BE gg NOT To SG"9 ENCOURAGED)
CAPPED WITH END PLATES 5EC1ItED TO CHAMBERS SEPTIC TANib WITH JONF am. y,
2. ALL LATERALS TO BE OF EOUAI LENGTH. FOR OPLTRATN]N PRITSTED
ORTHE Ui LEVEL I TOTAOOCPTANOe S
Rrr THE LOCH.CODE DIVORCEMENT OriICBe ff g INSTALLATION OF DISP05AL FIELDS
1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING,
INFILTRATOR ABSORPTION TRENCH PROFILE 9 �� AND SHALL BE IN ACCORDANCE WITH THE N.N.S.
SR 6 THERMOPLASTIC
HEALTH INDMDUAL HOUSEHOLD SYSTEMS,
AND
MN" 2K WIDTH DEPARTMENT Or
OF THERMPLAS ICPIE AND
MAX"4X WIDTH CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS
GRADE AT UNPAVED
AEAS RESTORE TLR1' 3,�----�•->' s-s' xven DISPOSALOF THE O THE DEPTHS iT MAS BEGUN.
3. AFTER EXCAVATION 2' WIDE TRENCH TO 1HE OULDB REWIRED,
THE WALLS AND FLOOR OF EACH TRENCH SHOULD SE CLEANED
NEW HYDRANT A58lTNILY PROVRX 3' SAD OR �oSJ00O AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN
PER OUEDLSIMLRY WATER PEA MVIL LNOCR TANR-�-O"d' SMEARED SECTIONS OF TRENCH.
DEPARTMENT STANDARD. SEPTIC TANK 4. PLAL£MENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED
BUILDING PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL
NOT TO SCALE BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND
OTHER WASTE MATERIAL IN THE STONE AND PIPE.
rill GRADE 6" 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE
SEPTIC TANKS RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT
CONTINUOUS GRADES WITHOUT SAGS, HUMP
S SEPARATED JOINTS
1. ALL UNITS SHALL COMPLY MTN THE REQUIREMENTS OF THE NEW YORK ORH0 THE HE HOLES UNSUITABLE
IN ALL
THE PIPE SHALL BE LAID
VALVE BOX STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY �y
-KVAO C BACITI L W/ 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR FROM THE DISPOSAL FIELD. v
NATIVE MATERAL HYDRANT DRP GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS 7, NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED
COMPACT RUG WHERE WAS'ONAL
EXCAVATE TRvil wpm N r-Cr UTS HIG11 GRROU PWATER r2 iOMO STOVE R SUITABLE, CRUSHED STONE SHALL TI PLACED AS
NECESSARY TO ACHIEVE A STABLE FOUNDATION. UNDER PAVEMENT.
M'MN.IN WIDTH EQUAL C4'HAIL SDEO
U WITHIN 7 OF SURFACE 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY
TO Pre nub 2.0 m � TO 96X HODPED G'KA GATE VALVE-W$ B'-O' MIH. COVER 1. DUALDESIGNEDENT FOR ORH-20 TWO TANKS LOADING.EEL SENES ARE REQURED
y� PROCTOR FOR TANKS WITH AN INTERIOR LENGTH OF 10 FEET OR MORE.
L W TER MAIN5. ALL JOINTS MUST BE SEALED.
Mt
is
v`, :: : v 11LV YORK STATE DEPARTMENT OF HEALTH
— snecT Mg. r >n GLENS FALLS DISTRICT
O PASSING 29 TO 70'ABOVE PPE.
HAD BAC 7LL W WT.
o 80 Ater to Bret sheet for approved date and eilp}at1=rE
PPG BEonING c 0?TH. � £ v `
OR
CRUSHED s ow ETo fa/al �`GoncRETc N ouwc O E a Eh'
��p$ NO. REVISIONS DATE -- -• -� POURED AGAtHST ,t\ O�" W! Ar. �'
1. AT CONCRETE WAKE AND OM®& SAWCUT -
LNDI6TUUZD EARTH w• C Nace Engineering, PC _ __ Indian Ridge PUD
EDGES, AND REPLACE TO MMTGH OII671N4 AtD CNN En9hexa '-"--"
PIPE EXCAVATION + BACKFILL DETAIL TYPICAL HYDRANT IN5TALLATION *� W Miller Associates LANDSCAPE ARCH77EC75' Town of Queensbury, County of Warren, NY
NOT TO SCALE NOT TO SCAR R, ?W —
ws o d'o.651`� pro VanDusen & Steves, Land Surveyors, LLC
e Land 5aprs DETAILS
9pFESSiO�'
37 Cheater Street, Glens Fells, NY '2801
(518) 792-4958, Fax (518) 792-8511 DATE: Nov. TS, 2002 SCALE: NONE SHEET P8-8
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LEGEND RECORD DRAWING
IS JULY 95 TEST PIT BY MAINE
This plan has been updated to include field changes
8, actor and/or observed by the engineer
JULY q5 PERO TEST noted by the contr during intermitent inspections. It is not warranted
BY VANDU6fN + 5TEVE5 to include all field changes made during construction. 0 50 100 1
MARCH B-I TEST PIT/PtPr, TEST 50
BY MARSHALL
MAY 58 TEST PIT BY MAINE PROPOSED Cho,
A w VALVE A55EMBLY SENIOR HOUSING NOTE: THIS DRAWING HAS BEEN REDUCED
NEW FIRE HYDRANT - BUILT
* V10 WATER MAIN AS DO NOT SCALE IF ACCURATE
_W_ NEW 8' CLDIP WATER MAIN Vp DIMENSIONS ARE REQUIRED
-A-- NEW 8' WATER MAIN VALVE OF N NO.I REVISIONS
DATE
kTE
_W_ EXISTING G' WATER MAIN W. Nace Engineering, PC 1 1 REVISED WATER_- ADD TURN-A- N:)S 4/3/00 Indian Ridge PUD
CIV/1 Engineers 21 DOH & TOWN COMMENTS I SAID
PROPOSED INDIVIDUAL SUBSURFACE 31 WATER MAIN AS-BUILT 9/7/00 Town of Queensbury, County of Warren, NY
SEWAGE DISPOSAL SYSTEM EXISTING Miller Associates
SOLOMON HEIGHTS LANDSCAPE ARCHITECTS
-.NA-60NAL CHURCH RESIDENCE VanDusen & Steves, Land Surveyors, LLC PHASE I — UTILITY PLAN
5OZ SET-ASIDE AREA FOR SEPTIC Land Surw)*rs
SYSTEM EXPAN51ON/RfPLACEMENT SENIOR APARTMENTSNo. 551
pkOPggg%0NP 37 Chester Street, Glens Falls, NY 12801(518) 792-4958. Fox (518) 792-8511 Date: January 26, 20 SCALE: 1 INCH - 50 FEET Sheet PI-4-