QUEENSBURY FOREST PHASE 2 1 OF 6 I:I I ti �-JiC C�Ly I: 1 Y
U <
A._ ROAD
TI
Valve Box New Hydrant Assembly
f7N,�� II J� �`•. ' NOTES:
Per To°n of Oueensbury Water Deportment
Standards B Specifications
I\ 1 . EQUALIZATION LINE AT 1/2 DEPTHOF DRY WELL.
Existing or Final Grade -
I
6 Min
8 Gate Valve volveBox + 1 _ P q I 2. PIPE 4 P.V.C. SDR 26 WITH MUM SLOPE OF /4 PER
ti�\ ALL PI MI SL 1
>0 \r FOOT.
" M '
Hydrant Drip = - e> R I ——— LOCATION
L
i�E \ V-\�_� �/ $(AFL / U $UNL AIt
' (iY I �.
b c
�� �1 �J� 3 . EQUALIZATION LINES LAID LEVEL. "��-//T� 7T.'�7�:`7 .
___II 1 '`,•"/.._ --HOLE Cave ,
Concrete Thrust Block Poured 6' Gate Valve i0 o Water Main (See Plane L - MwNHaLL
Bockflll As Pet DeroOa J` J 4 DRYWELL SPACING DISTANCD IS 2 TIMES THE EFFECTIVE DEPTH. COVE
Against Undisturbed Earth. Block I r__ 11t11r
:� /r�n-1-../mom- A� E U r � � "In For Locotlon r - 1 � r : � •` rHand Specification To Have Same Storing Area As Crushed Stone — I _ - — ( _ `, For 8 Dw. Plug. Prov,de Openm9 � ,. :.vo - Fr 1.. seALc y � OF aU Li!'AtlOVErine ReqD) - For N e. Drip. s - S. DISTRIBUTION BOX #1 - FORT MILLER. OF IN T grEd Earth o _ \ CAULetO JOINT vrLLII llaVla Lt'9F,Ilin s Und'atw e �_� I. -� + annrtwnv rzE 1lAs Re d. l .. V �d 1 .., I�fi' Dia. DuctileConcrmfe elockinq ' _ v \ I � I e 'vuE uuo
ran Pipe �� �� -
IN.1EAU OF RANI IwNY it F
III>11" xlit3nr=1,1 Mechanical Joint Macharecol Joint
au"NV Iv-W Mrx
O 2 _
Anchoring Coupling \Anchoriing Coupling '� _ 11. uu
. PI= A Im o AQYWGLL - wwL T ti FLAL TON
If 6 - Concrete Blocking
-III II=III1IIcl — \ \) Ya LU aYLAct
B Dlg, Pipe Mechanical Joint Anchoring Coup 0 I r-• <:la, ?o _,� r� w D/STR/BUT/ON $J v Lc�iLrt
TYPICAL HYDRANT INSTALLATION I'i, inl, �. _�N„�`l. � - ; SYSXEM
concrete Blocking
Not To Scott IO BOX DL CTIUn- Vlgv
6°
Square
m ^I
I, NK � a °
811 GATE VALVEi ,�- — � - --
LUT£RNE I
°
Not To Scale ./ fN
.. ' .I VCI 'h.'!'A1i. LAL
IL'fl /. '
NwII C
\y'
, I ,i - (�1 MI
/ CS}
Q
\ ` „ E �1�
°\ Iti t1,1t1 ��T� (V N
GL�EASON v Pq - "111 11f�_j I /�
/ c I l ti Y uuuo
HAN C 1,
- g v-.�1.7�� 7 ��
B _�
10
�A f PLAN VILW
o N � ,
v /- / MlN.
LOT NUMBER AREA �N � S M/N.
0 Q
O v IYYICAL CUNCKl.1L �CYi1C TntvK
42 22 , 247 . 23 \ Yr s 2
43 22 , 049 . 11 �80°
ZZ'rTD'• \ 1P -9 / "1 / P [J FINISH GRADE OR TOP Oi' PAVEMENT
50 27 , 168 . 57 W —a
54 23 , 000 . 00 Zap ' ti ��g 3� c— / ��h ° / /ys T m SIURFA ALLCE ALL ITOUORIGINAL RBED E&REDITPL CE
55 25 , 681 . 93 \ Lri
56 20 , 125 . 00 ® M n (_�
/ NOTE'' THEEXCAVATEO TRENCH MATERIAL SHALL
t o �. TYP/CAL SIN6LE LOT PLAN BE DEPOSITED AT THE SIDES OF THE
57 20 , 125 . 00 \ P i� / NOT TO SCALE = a Z° ECLAREO TO BE UNSUITABLE BY THE
\ i // / ,�, ° TRENCHES AND USED FOR BACKFILL UNLESS
58 20 , 125 . 00 \ y >L /S a EEO_ ED TO BEBACK LUNG IN TRENCHES 1N
59 20 r 125 . 00 f/S — 1 U / / S / o N'HICH Pt PE HAS BEEN LAID SHALL BE
60 21 , 432 94 /O, ,� T / CS__o �u / QW o j — DEVOID OG STONES LARGER THAN 3'G08
f/(/ Z U m AT LEAST ONE FOOT ABOVE THE TDP 0%
61 45 , 668 . 22
\ — Z n x o THE PIPES. U14SUITABLE EXCAVATED ^
62 22 , 889 . 83 \ / P 3 Z SUCH AS PEAT,MU[K,ROCK,ETC. u,
\ \ �� (� / �_ DESIGN L 2 m -SHALL BE RE(LOVED FROM THE SITE AND M
63 20 , 941 . 08 V y / w re r`.,CE I 00
ry� REPACED WITH ILAT ERtAL ACCEPTABLE TO
64 20 , 068 60 u \ I \ �� \ \ �Yc '� o ° `o i N EEi
65 20 , 076 . 93v 3 BR = 450 GAL. PER DAY � = w
66 20 , 047 . 79 SgO.ZZ, qa. 5,_ \� // / � Cr
0 \� �9 0 = SOIL PERCOLATION LESS THAN 5 MINT. ~
67 20 , 213 . 22 yO d 0 IIitf ` \ / Sy SEEPAGE PITS = ABSORPTION AREA REQUIRED 2 STI:AP A:_ A14CHOR BLOCK INSTALLATION m
o \ T" \`` / \ v-f = 375 SQ. FT. :4157 EE APPFOVED BY THE ENGINEER
68 26 , 248 . 42 Goo ' \1 EY _ \ N � EErGRE BACKrILLING, ANCHORAGEDETALL5
C M ` THEREFORE, USE 3 - 6 ' DIAMETER PITS 12" 2" FOR G:.TE VALVES ARE TYPICAL FOR
69 27 , 551 . 22 Y ,tv \ /9S- //s`-' /V'•/ \ t / , A'_L GATE VALVe S. U
T G� V ` P l �a �a s WITH 7 OF EFFECTIV/E DEPTH OD PROPOSED PIPE 11I
70 23 , 659 . 00 p M^ N \ E Cr_ \ N I h 'e
71 28 , 659 . 14 \ a s� z' _\ \° a � y r9%a_ 9Z AAA - WATER TRENCH DETAIL
72 29 , 531 . 99 i
zv- G. e 4 BR 600 GAL. PER DAY Nat mScae
73 36 , 936 . 24 Vt L ,,9 r N to n r
74 39 , 223 . 35 `D �� O N ° / \\N p / ° SOIL PERCOLATION LESS THAN MIN.
75 29 , 433 . 14 S Sy°`{° /° \L �' C��j /'� C b `A ry 1 �'� SEEPAGE PITS = ABSORPTION AREA REQUIRED V
I) - /a.�.zo__ _ ,(e �� �p s� % / = 500 SQ. FT. Fwsh Grade W
76 23 , 692 . 02 e r 1 /zG , �_ h (,/ r„ 43 A N Z°� °/ SB/' P /8 �\ Oe t� O / THEREFORE, USE 4 - 6 ' DIAMETER PITS
77 23 , 704 . 52 n ' - o° "df y Moo w � � °'�'. z f7nln $ �E, \la / WITH 7 ' OF EFFECTIVE DEPTH „,•,• I,,,,, U
78 23 , 477 . 15 0 \� O "� /
79 21 , 852 . 29 J tN I GS Na l Y \ / >Q/ F'Zf' / 9 / 2e4 n Aov uvinllVµJv 1,IV WJ nO/ , v oW 1x1 nty' m <
80 49 , 973 . 76 P 7Z o t� G6 tia \�h D a" ' �� /y9 J +4_ 33.Lz' ' /
Inlet Pipn from septic
o J 2 BR = 300 GAL. PER DAY S,i.m
6 N zaog ' \ \\ Yis D• / 2s o l'� N SOIL PERCOLATION LESS THAN 5 NdIN. Tapered Plug
'liO ?S d� yti �y,d N� a9 a SEEPAGE PITS = ABSORPTION AREP% REQUIRED
Ile, ti i �J I = 250 SQ. 6 C c cavar .
�tib G7 yam ' , . od •� �Z / �\/ YI THEREFORE, USE 2 - 6 ' DIAMETER PITS i'Ri SgI� 5nad
J 7£ \� W L4 e �'2� �/ / � �0 WITH 8 ' OF EFFECTIVE DEPTH r,
Oryxell Co tor g
II ''1 IY ry ,14 '3 D,Ywell_ c
N �' �h �•. Na IP c iY 'V 'LV g p / lro,I Miner) a
,2 93 gyp' o >> \ _ 1 ` M � >/11 A / PG` ?2� _ e ' \ ° �
GT FI A EI' �3 °°° 01 �/ n M �AIrJ da / �� N ° T;
10
b '/ ` 9 �21Z 7 ' y - \ \i/ / no \z / AA /( /O DTO son a
A/3P � S7C - r i 80r >r� \\Q1 8 _o 1 Dh -/��i4: F Jdo"Sp rPg� °Ly°�Tty a ,•.
` A 12`-24'
�/ ./ 3n' g. Fine yellow h A-°PROVED
6/ VET,,, p'Zf ?ts / Sand Dlamelar Per Flo, +11 PLANNING BOARD
,I pIV zd ,\ �1...• .g®- _1' TOWN OF QUEENSBURY
SEPTIC DRYWELL DETAIL
za'"-90 -
> / l SEPTIC TANK SI'LE
h NOT ro SCALE
v-
/ -'Pe3 la-e-f \ Fine Grey RICHARD W. ROBERTS DATE
�° 0 i
° r / \ N 1000 GALLON F'012 2 BEDROOM & 3 BEDROOM CHAIRMAN
° a' /� y s Sand 1200 GALLON FOR 4 BEDROOM
(BY FORT MILLER COMPANY)
Compacted
78 % Grey
Sand s90' -
4� \tib
la TEST PIT *68, "7, "78, 'n9, '
JANfCr n!. s GAc.ISecV a\� '�r�
,! LEGEND
— GATE VALVE
V — — HYDRANT WITH GATE VALVE PHASE TWO
QUEENSBURY FOREST
A PROPOSED SUBDIVISION FOR THOMAS J. FARONE 8 SON INC.
Title TOWN OF QUEENSBURY WARREN COUNTY , NEW YORK
a+'O4 eA°
PHASE rw0 MD f SCALE : 1" = 100' DATE : APRIL 18 , 1988
FINAL MAP MORSE ENGINEERING ?� � '. VanDusen Steves
99 LOWER DIX AVE, LAND SURVEYORS GLENS FALLS , NEW YORK
GLENS FALLS NY 12001 a 1 8 sneers /
Daet nedr Checked Scale; Sheet I of Drawing No. eee /
g �Pt '` N.Y. STATE LIC. NO. 35617
h = IOU' `^
Drawn: Date) Project No. I
4-26-88 86—I14000