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313
LOCATION MAP
' North
Wal4« In -
� i
i
I Queensbury School District
Glem Falls Centro) School Div
\ a
SITE GOLF
o COURSE •1 E
LOCATIO'Ni C,,;,Rd — 0 50 100 200
y
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PINE VIEW . ' `` GI„-„dA. �I MEADOWS I"(ill. (oi�' Plan Scale 1E� E
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The Homes at
WESTWOOD
1 ;
A RESIDENTIAL DEVELOPMENTAPPR APPROVED e-hJ Vt=y QU1�1C115e>uKY, WAfZi�LNG!>. "y
PLANNING BOARD
OF THE DEVELOPER: Ralph & Michael Woodbury
TOWN OF QUEENSBUIRY G7q Ct [-e- s 4T. Qvler4rsfsv,� , t lY r28at
Prepared by:. Cushing & Dybas Archit
2 Y ects P.C.
?4 rs�A +-T. tx�ICR'uSrbVICY WY ect
e 1 .tie. i
RICHARD ROBERTS CHAJRMAN the LA group p.c. Landscape Architects
L14,f- rC->KIDAt-�WA`! SAfZA?pCt.p 5(�w(/_ f f-lY I20lcic
p
Gradina :and DraimaP Plan
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North
I
4.05 Acres+-
� I \
N/f' STFtiLa eT 0 50 100 200
\ \ I Plan Scale 1 " 50'
I 1 0 0
TEST PIT NO.2 / o
O-8 VIZ
TOPSOIL v'i
e'= 34"
ORANGE MED.
---- SAND /
34" 78"
GR
AY N
3 I
COARSERSE SAND _ I �•3/G / �
IvIr,//0-r;vcwS `e
WATER028" • °
PERC. RATE 12:32 min. N / / SOS° $,4' 2o Gl
Al CJEs r�oT
• S oG' -33�-is
� I
V lVIAICy 1 0
I I a 8-28-87 NS ADDED 8i REVISED WATER LINE
I 3 ® 7-16.87 WG ADD CATCH BASIN 8. 12 CMP
N APPROVED
N 1 6-9 87 WG MODIFY ALIGNMENT
N CA e PLANNING BOARD REV DATE BY NOTE
a OF THE Title THE HOMES AT WESTWOOD _
NIL TOWN OF QUEENSBURY%
/A
> 5 °`' SITE PLAN-SEWER a WATER AN
_
MO
RICHARD ROBERTS CHAIRMAN r QUAKER
ENGINEERING
QKER VILLAGE
Town of Queensbury—County of Warren—State of New York GLENS FALLS NY 12601
Designed; Checked: Scale: S hest_I of Drawing No.
• � —/S 9 ° diF NEW�a�i/ W. GANNETT W. GANNETT AS NOTED _Z_-Sheets
Bay Road Drawn J. KIINE Date4/29/87 Project No. 86-137 `J
PROVIDE TWO BOLLARS 4"SCHED. 40 PIPE
B'LONG, CONCRETE FILLED, PAINTED TO
MATCH HYDRANT
AS REQUIRED f1E//!/VDUT/'FiP,giyJE�GyQ,JTE
LIMITS OF LEACH FIELD --
-• —lTI (SEE PLAN FOR LOCATION)
--FINISHED GRADE ~
i
CONCRETE 3' ., DISTRIBUTION BOXY
I
(BY FORT MILLER) z
SEE SITE PLAN _J
-VALVE BOX I, a.
12 W
TO SEPTIC TANK - SEE PLAN) I_
j I �1 r
zl
6 P V C SUR 26 0'
POLYETHYLENE DR I T CARRY TO FIRM GROUND
BUILDING PAPER f (MAX.)
NOTE LAY ALL PIPE LEVEL AT INV. ELEV.
SECTION A- A SECTION B- B
STD fi'
i GATE VALVE \ MAIN
I
,
N0.2 CRUSHED STONE
t- -- - -._ _. - • • .
PRECAST CONCRETE , 4 PE RE.
SDR 26 (TYP.) I
THRUST BLOCK
..oiT� n5 .�, we \ • d` /m ,��� �'... .
---PRECAST CONCRETE
(/\ THRUST BLOCK A A B B
UNDISTURBED SOIL -
4' TYP.
2"X 12'k fi" CONCRETE Q NOTES PROVIDE TIE RODS BETWEEN HYDRANT, --
BEARING BLOCK VALVE AND MAIN I • SIZED ON SITE PLAN
ELEVATION j h. --- - _.
TYPICAL HYDRANT INSTALLATION
Not To Scale 4,_o"
POUR AGAINST UNDISTURBED EARTH 5
LEACH FIELD LAYOUT (TYPICAL)
PLAN PLAN ` -o" NOT TO SCALE
HORIZONTAL BENDS TEES I (MAX.)
LOCATION OHOUNO SUHFALL I•
STAKE THRUST BLOCK DETAILS
MANHOLE COVER 12•'I �. �►J�Tf�j� ' 1'
1 MANHOLL COVER Not to Scale SEE LEACHING BED SECTION
NOTE Provide 6 THIS SHEET. 18' BACKFILL sq tt. Thrust Block ores for all Tees , Benda and Plugs. 1 " '. . �•'_ �-�-�"`-`
- ASt't1AL.fIC SEAL '-' --I -
INVERT OF INLET 2" AGDVE --- —� COMPACTED CLAY TYPE IO 40 0
1 ll_ FILL -ALL SIDES
INLLr I I INVENT OFDUfL ItT ) __ _-_ 4 TYP.
uoulD LEVL( ouTl ! 1 �� a ELEV, 320 5
MANHOLE DETAIL :0 i
CAULKED JOINT / 4 c _- 16T'_-- -- - _ - 1 I I —
� I I � CAUIKLU JOINT 111 0 0
SANITARY TEE -- --- -- ltl Scale 3/4 •I'-0 ___ _
SAN11AHY TEL
a BAFFLE-S Mnv BE usl D • 4' 70 GROUNDWATER
INsnnu uF Y OL USI D Tit I 111 — — — ELEV. 317.0
TYP
ELEV. APPROX.
4$" MIN Uli' MAX
314.
uoulU ULP11' „ TOPSOIL- REMOVE UNDER
L MINIMUM SEASONAL HIGH
. 6"At I fill(.K NI •s lull LEACHING AREA
GROUND WATER
SLCI ION VILW
WELL-GRADED GRANULAR BEDDING-� SANITARY LINE RAISED LEACHING BED TYPICAL SECTION
WATER LINE / �WATER LINE Not To Scale
/
#' PROVIDE ONE 111 A6-5032 OOULU 11UPLE:X I PHASE PUMP COWROLLEk
W t--- WITH ALARM NEMA 3R ALARM TO HE 4" IIE:LI.. 'Tr ANSPER SWITCH
-_f-.; d_�_ • • ,�'i-.- �> TO BE SQUARE O DTU 223 NR❑ ❑EMA 3R. PROVIDE WEATIN;RPROOF
45°BENDS OUTSIDE: RECEPTAnLE TO RECEIVE PORrnNI.E GENERATOR LEAD. FINISH GRADE OR TOP OF PAVEMENT
(TYPICAL)
r ASI IIStAL I II • • 4'DIA. PRE-CAST CONCRETE SIATtON 4"PVC SDR26 VENT PIPE IN ALL DISTURBED AREAS, REPLACE
St AL I •• BY FORT MILLER OR FQUAL w/ INSECT SCREEN
�- rI I �.,• ., O MIN # 5 -U" MIN� 30001t CONCRETE
r - t-1 2U" MIN a ��c'_ --_
1 /,�� ��( � LE PI AN � �-- ,811-GU U13�ACGESS
SURFACE TO ORIGINAL CONDITION
I� SECTION A- A
RING
INLET III p���A��)_'-•'I� I I 13111E 1 I
p l I /• °' 1 -{)RIGINAL GRADE =ill= -rinI =_r =1'I-111r
SANITARY LINE - -- `` NOTE: L THE EXCAVATED TRENCH MATERIAL SHALL
f uous
� B�-1 CAULK JOINT
r- I / I ` WATER LINE OFFSET rp
I 3000+F GONC RE/ ` \ FROM ORIGINAL INVERT -
r _\ Z BE DEPOSITED 4T THE SIDES OF THE
A -..-. - 3 � C :• TRENCHES AND USED FOR B0.CK,FILL UNLESS
A �s i.. �� a DECLARED TO 9E UNSUITABLE BY THE
T1- - — ! -L -•_ • t " n .—__ _ ? fin 4 \ '/ rq r' ! - /'r//�( /// '// / 2 o O ENGINEER. BACKFILLING IN TRENCHES IN
J �'C �' y r W �'f / WHICH PIPE HAS BEEN LAID SHALL BE
�/' •' "'� - - - - - - '�q � bpi ��+e `�` Sl 1ur RAR. - i 3���c�' CL o Q DEVOID OF STONES LARGER THAN 3' FOR
> -
�� �'�`• I Z Z U c AT LEAST ONE FOOT ABOVE THE TOP OF
PLAN VILW 0 6v o� x THE PIPES. UNSUITABLE EXCAVATED
- 0 MATERIAL SUCH AS PEAT, MUCK, ROCK, ETC.
B�-U 4n• RF NU9 `1 2"GATT VAI VF `t COVER 3 W Z
L � .'lr - SHALL BE REMOVED FROM THE SITE AND
0"MIN 5' 0" MIN ( IYPICAL) POwEN65ft4SING •"*. o
�t CABI15 c_>c' 1 -U'1 _ c = o REPACED WITH MATERIAL ACCEPTABLE TO
�'•I III AN PLAN "W1wvuD xaLK 9uARu ' / /� F Co 0y 2 COMPACTPROCTOR,THE ALLER.
BACK FILL TO 95 % MODIFIED
1YPIII CONCVtl.11_ SLP 1IC 1 ANK _ a W
L-INGREASF TO 4 PVC-SUR.2Ei 2
I(J U�� MIN IO O MIN ALl W1XD M1E55URE /
TREAIEO
U"MIN �� 5'_o:' MINA 3. MUST AND
ANC ED BY N
�1��11 V INSTALLATION
\ C- ENGINEER
2 PVC-SDR�26
INLET INV .SELECT GRANULAR ' I BEFORE BACKFILLING. ANCHORAGE DETAILS
311 FILL IZ 12 FOR GATE VALVES ARE TYPICAL FOR
'
<t' I 28 IOW RP P I MAIL
PROVIDEIDE A AIR RELLIEFEF VALVES
O.D. PROPOSED PIPE ALL GATE VALVES.
AT HIGH POINTS
WELL-GRADED
GRANULAR BEUUING--�
\ WATER a FORCE MAIN DETAIL
3000• CONCRE TE— " 3'_U^ �--WqT ER LINE
MERCURY FLOAT SWITCH
SANITARY LINE-- (TYR 3) I Not to Scale
77 / T777-, /, LnvEHoruNTHeATEu SECTION B- B
_ BUILDING PAPER
AVERAGE 13ALKI ILL
LAG PUMP ON B ALARM ON 2'CHECK VALVE
2OF STONE OVER " '° 'R / SANITARY / WATER LINES CROSSING
PIPE LEAD PUMP ON
NOT TO SCALE
�"'� NOTE: PRESSURE-TEST ALL JOINTS BEFORE ENCASING a 1ELEV 31M.5 2 GOULDS PUMP No.3886
+" O r I2"IO AL IN CONCRETE LfA�P1�MP-(ZF___ - u ��[2 SERIES WS U632 8,I/?Rp 8-28-87 NS CHANGED PUMP TO GOULDS PUMP No. 3888
U � 10T AL LJ
240VOLT E D
A F' P R 0 V 11, 6-9_871 WG ADD HYDRANT NOTE
0 SFSIONE PLANNING BOARD REV DATE BY NOTE
ONCE APIPE "% �. ��\ ' <«��slj� v/vv y/, "`"' tif,.�r�N:�>,a,. �... / �� OF THE
ram'! UNDISTURBED SOIL Tile THE HOMES AT WESTWOOD
+ fir UIInIu1PIN TOWN OF QUEENSBURY ��QQQfIII
�N�/�
DUPLEX PUMPING STATION DETAIL _ � � Q� S _ DETAILS—SEWER a WATER _
LEACHING BED SECTION_
"W '" s^^I^ RICHARD ROBERTS CHAIRMAN + MORSE ENGINEERING
QUAKER VILLAGE
Town of queensbury-County of Warren-State of New York
NUT i'.' '.IAI 1 - � GLENS FALLS NY 12801
Q� Deeigned� Checked: Scale Sheet__of Drawing No,
OF NEW W GANNETT W.GANNETT AS NOTED 2 Sheets 6 D
` I
Drawn: J. KLINE Date. Projecl No. 8 -137
4/29/87