WILD-BLACKBERRY CIRCLE 1 OF 7 i
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Town Of Queensbury , Warren County , New York
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HIGHWAY DEPARTMENT APPROVAL
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These plans approved by: a e n � _ - � � , . � � , _I-'� � ��: �� „ A° 3e4��
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Richard A. Missile e � � _ N ) � �
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Highway Superintendent ? o= yo
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WATER DEPARTMENT APPROVAL eR % (' ,� ��_ � � yo c
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THESE PLANS ARE APPROVED FOR _
CONSTRUCTION OF THE WATER DISTRIBUTION SITE z
SYSTEM -A COPY MUST BE ON SITE DURING e ! � ® � •. �• � � � e'
CONSTRUCTION WORKANY CHANGES '
O DEVIATIONS///��� N ,,\heaters',✓i_ ) �s���.\\\%C \\ � � . .�O �'m• Go BY THE WATER DEPARTMENT, j
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LOCATION CATION PLAN
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PLANNING BOARD APPROVAL z r-t 0
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Approved Under.-Authority of
a Resolut• A pted ___________ 2004 _ -
by th Ian g Board of the LIST OF DRAWINGS z
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Tow o ownsbury, New York.
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01 � S-1 COVER SHEET
Chairman____ 2 S-2 SUBDIVISION PLAN ox U � gIT .
a ^Signed _ �__ 2004 ° 0 7 1 S-3 UTILITY PLAN
S-4 GRADING & DRAINAGE PLANS
3�<N
S-5 ROAD PROFILE & DETAILS
° I S-6 STORM & WATER DETAILS � so� Yga
N.Y.S. DEPT. OF HEALTH APPROVAL
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S-7 SEPTIC DETAILS �slz. Rmse3<
NEW YORK STATE DEPARTMENT OF HEALTH j
Bureau of Water Supply Protection
Troy, New York
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IJ�ytr3:
Thin to ce,rif i that the proposed arrangelrient for water Bull"and wastewater treelrnTont forlhie reaify
auLd:�uion with p!nns on 4iia in t office of the State Depdrl rwrlf of Hi Is hweby
approved. "ori is hereby given to 6he flti o U1e rnep on width this erv:W ement appearo in the p 1---,,
n'fice°t to County Clerk in acxrdance"with e:¢roVsions of Section 1117 of the PWitic Health taxi and
Secilc t 7- 505 of the E - 'ronmental Co'k crvabon Law. !� co
P.E.
AREA MAP f° w
NYS DEPT. OF HEALTH CONDITIONS OF APPROVAL °° z°° °° °°°
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1. THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE COLLECTIDN AND/OR SCALE: 1'° = 400'
TREATMENT SHALL. BE INS7gLLED IN CONFORMITY WI7H THESE PLANS
2. NO LOT OR REMAINING LAND SHALL BE SUBDIVIDED WITHOUT PLANS FOR SUCH RESUBDIVISION
BEING SUBMITTED, TO AND APPROVED BY, THE NEW YORK STATE DEPT, OF HEALTH,
3. THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH WATER SUPPLY AND/OR SEWAGE ZONING INFORMATION lul
TREATMENT FACILITIES WERE INSTALLED WITH A LEGIBLE REPRODUCTION OF THE APPROVED PLANS THIS SUBDIVISION WAS PREPARED °°
WITH AN ACCURATE, AS-BUILT PLAN DEPICTING ALL INSTALLED SANITARY FACILITIES.
4. THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH THERE WAS NO WATER SUPPLY UNDER THE SUPERVISION OF A LICENSED
ZONED RR-3A
AND/OR SEWAGE ENT FACILITIES INSTALLED, WITH A REPRODUCTION OF THE APPROVED PLANS LAND SURVEYOR AND WAS MADE FROM
AND SHALL NOTIFYY THE THE PURCHASER OF THE NECESSITY OF INSTALLING SUCH FACILITIES IN TOTAL PARCEL AREA
ACCORDANCE WITH THE APPROVED PLANS,
5. THE SANITARY FACILITIES ON THESE LOTS SHALL HE INSPECTED FOR COMPLIANCE WITH 18.67 ACRES
A FIELD SURVEY.
THE APPROVED PLANS AT THE TIME OF CONSTRUCTION BY A NEW YORK LICENSED
PROFESSIONAL P.E., R.A., OR EXEMPT L.SJ AND WRITTEN CERTIFICATION TO THAT EFFECT THIS PLAN IS CONSISTENT WITH THE ZONING
OWNER ,�APPLICANT DENSITY ALLOWED
SHALL HE SUBMITTED TO THE NYS DEPT OF HEALTH AND THE LOCAL BUILDING CODE PROPERTY I S LOCATED WITHIN
ENFORCEMENT OFFICER WITHIN 30 PAYS AND PRIOR TO OCCUPANCY 6 LOTS W/ APPROVED ZONING VARIANCE pate MARCH 12, 2004
6, INDIVIDUAL SEWAGE TREATMENT SYSTEMS SHALL NO LONGER BE CONSTRUCTED OR USED ORDINANCE OF THE TOWN OF QUEENSBURY. DEED REFERENCE: MIN. LOT SIZE 1.33 W/ APPROVED VARIANCE ��D T-50'
THE QUEENSBURY SCHOOL DISTRICT MICHAEL & YVONNE WILD
FOR HOUSEHOLD DOMESTIC PURPOSES WHEN PUBLIC FACILITIES BECOME AVAILABLE. PROPOSED IRON ROD MARKERS TO BE SET AT ELIZABETH O'C LITTLE MIN. LOT WIDTH 150' W APPROVED VARIANCE �a
CONNECTION TO THE PUBLIC SEWAGE SYSTEM IS REQUIRED WITHIN ONE YEAR OF THE P 30 MASTERS COMMON SOUTH -- . . —_ /
SYSTEM(S) BECOMING AVAILABLE. -l.o
7. PLAN APPRO �� 5)L YTED TO 5 YEARS FROM DATE OF APPROVAL, AND SHALL EACH LOT CORNER OR CHANGE OF DIRECTION. and MICHAEL D. WILD & YVONNE WILD "
E%PIRE ON r/(�. TIME EXTENSIONS FOR PLAN APPROVAL MAY BE QUEENSBURY, NY 12804 , SETBACKS:
GRANTED BY NYS DEPARTMENT OF HEALTH BASED ON DEVELOPMENT FACTS AND THE THE CENTRAL QUEENSBURY DATED FEBRUARY 9, 2004 S-- 1
REALTY SUBDIVISIONS REGULATIONS IN EFFECT AT THAT TIME. A NEW PLAN SUBMISSION MAY INDIVIDUAL LOT GRADING SHALL CONFORM >"O IN BOOK 1368 PAGE 218 PHONE (518) 793-9344 �' - l � ' '�� FRONT o0'
BE REQUIRED i0 OBTAIN A TIME E%TENSION. SIDES 30'SECTION A183-25 OF THE SUBDIVISION FIRE PROTECTION DISTRICT G4 vu' ' S I'I''j 3: 27 REAR 30' � �,�� .h SHEET 1OF7
B. THE APPROVED PLANS MUST BE FILED WITH THE WARREN COUNTY CLERK REGULATIONS OF THE TOWN OF QUEENSBURY WILD D779
PRIOR TO OFFERING LOTS FOR SALE AND WITHIN 90 DAYS OF THE DATE OF PLAN APPROVAL
9. ALL LOCAL AND OTHER STATE AGENCY RULES AND REGULATIONS SHALL BE COMPLIED WITH,
PRIOR TO OFFERING LOTS FOR SALE AND WITHIN 90 DAYS OF THE DATE OF PLAN APPROVAL. DWG, NO. 03350
ENG- JOB #4G187
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MAP REFERENCES:
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MAP OF LANDS PROPOSED TO BE CONVEYED BY ry1� w
THE CONTINENTAL INSURANCE COMPANY !i s✓ u
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TO
J. DAVID LITTLE O
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BY, COULTER + McCORMACK
DATED- MARCH 24. igB7
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LANDS N/F OF Lu
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MAP OF A SURVEY MADE FOR WILLIAMS S8 °3 E Q,
MICHAEL 5. HAYES
BY, VAN DUSEN 5TEVE5
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DATED JANUARY 28. 19g3 S LANDS N/F OF 0. 0 DELSIGNURE
LANDS N/F O
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O �P° \ LITTLE
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jTy ��' o i I o LANDS N/f OF
SEE INSET v
1 v I ti QO, GARAGE M HORGAN tt
o �� BENGHMARK� RR SPIKE IN o �rj o
1G' OAK ELEV. = 454.G5' p w I � O
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S83°51750"E S8303 '3 00 S83033'30"E
200, !y
25' -CU7 BU
7 OY 1-1- 7-
25' NO' -CU f Bl1ffER�
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\ LOT 6 o z o LOT 1 Q' O� Oi , t' L'cW
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7.09 acres I I o I p�
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LOT 2 FFgyyy L
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rr o 61,423 sq.ft.Lu
LANDS N/F OF LOT 5 a ? 1.41 acres d �j
dd c N 133,864 sq.ft. ` / ^� 0
3.07
SWAN I o CIA \ acres 2 \ — -- — \ fi / C'3 °
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ir) \ ! 30' UTILITY EASEMENT
FOR WATER LINE E-4
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New York State Health Department A W 5
For Approved Date and Signature
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Ag. /
INSET �
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\\ I LOT 3 �1�Vn,aa�g Pg
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61,911
1.42 acres
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18' PCP LANDS N/F OF
--- -- iPF INV. = 409.03' TIMPANO -
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\ s_` 18' POP
-INV. = 410.20'
IN
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13 05 SF 1 .0 w °�
N84031 '50"W N84°LOT 4 31 '50' W a a
LANDS N/F OF U
/ WILLIAMS
w 165,035 sq.ft.\ 3.79 acres \
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LANDS N/F OF N rn ~ ~✓"
GLENS FALLS ° \ LOT 6
COUNTRY CLUB 2
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\ ANY WETLANDS ON TH15 x
LEGEND- \ \ ��� LOT TO REMAIN UNDISTURBED � L)
iPFQ = IRON PIPE FOUND
CIRF-' = GAPPED IRON ROD FOUND
/-1(lf'Yl= TREE LINE \\ \ \ \\ "�-� 6"� Oc� w
cZL= UTILITY POLE
D9ta MARCH 12 2004
scW8 r-W
5WI G 5 50' 00 W
NOTES; PF sET r ----� N84032' 77"W F \\
111
CONTOUR INTERVAL = 2 FOOT S S82°1 6,'�8
PORCH S 2
DATUM = U.S.G.S. t LANDS N/F OF
LANDS N/F OF MANGINI N50030'32"W
SIGH G F 50.08'
LANDS N/F OF LANDS N/F OF LOT 5
SHEET 2 OF 7
LELAND SWAN
WILD D77g
N38°42'32"W
95.00' SCALE1"=100' DWG. NO. 03350
ENG. JOB #4G107
2 Bq.18-1-35/60-7-1.21
MAP REFERENCES:
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OF LANDS PROPOSED TO BE CONVEYED BY c t- CL `t
THE CONTINENTAL INSURANCE COMPANY -- ` 440 5AWCUT EXISTING AC �� Q g 0
TO YY J. DAVID LITTLE
BY, COULTER + McGORMAGK 450 ASPHALT - BLEND � Z Pz
DATED, MARCH 24, 1g87 �`I�`Z NEW ROAD TO EXIST. O U
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MAP OF A SURVEY MADE FOR \ / I O O > O
MICHAEL 5. HAYES + LANDS N/F OF / I +0 4 z :zO WILLIAMS THIS EXISTING LOT TO BE PROVIDED ' I Z a
BY, VAN DUSEN + 5TEVES z J i i b q Q
DATED, JANUARY 28, igg3 I WITH MUNICIPAL WATER 450 ) k N a
LANDS N/F OF / ' \T N LANDS N/F OF ¢
SEE INSET
LITTLE DELSIGNORE
I so \ \' • `I `� o 0
GARAGE LANDS N/f OF \ l
( HORGAN ,
BEND MARK, RR SPIKE IN xl , O
16" OA ELEV. = 454.65' \ GAP + THRUST 0
420 430 ka \0 BLOCK Y' M
420 I 20 43 440 J \ o <t M N F- O
400
\,* M 430 20 4!1 0\
// { I25' NO T I I
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TEST PIT INFORMATION 2 0 /
#P 0-7" TOPSOIL
7-23" GRAVELLY, LOAMY SAND
23-77" SAND & GRAVEL a1o
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PERC RATE = 3 MIN- 36 SEC \ I
#2 0-7" TOPSOIL ty
7-230 GRAVELLY LOAMY SAND I
23-77" SAND & GRAVEL ( w
PERC. RATE = I MIN- 35 SEC
/ - -
IIIi IIo
#3 0-7" TOPSOIL / I
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7-23" GRAVELLY LOAMY SAND
23-64" SAND & GRAVEL 1 1 1\ 1 \\ \ / / l I I /o/ ///o/ l I l pl ll/ // I/ //l l / h� I 3 0 / // / / // / / /fib/ I w
1 1 \ \ y / / / / I ! �/ I 4/ lI/a� l �o // / l a l / / f / l / I M
64-73 VERY FINE SAND 410 i \ \ \ � / / / / / / / / I/ // / / 4sz
MOTTLING AT 64" \ � // / / / // // /// /c� h
PERC. RATE = 4 MIN- 08 SEC \ \ \ / / / / j�/ // I/ / /// / /1 // /0/// / �/ I m o /s // I� YI 6�
\ \ // Q / �00 I l l / 30, �TILITY EASEMENT / / / / / / y z y
\ \ / / PG q�8 / 1 f FO WATE LINE / / / / / / / / I z Wl z
#4 0-7" TOPSOIL \ // // / /// // / / / I R LOT
\ \ gzo � / // //// /III /// / ,. TP / I
7-24" GRAVELLY LOAMY SAND LANDS N/F Of A °
24-32" SAND & GRAVEL SWAN '
° m
32-64" VERY FINE SAND
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MOTTLING AT 57 PERC. RATE = 4 MIN- 23 SEC / \ ✓ //ii i�.i /i//// //////////� / � r�/ //�/ /// � ^_ \\\ / / a ( rW
0
#5 0-7" TOPSOIL v
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7-23" GRAVELLY LOAMY SAND _
23-67" SAND & GRAVEL / / //i // // //// / / / / / \\ \ \ / / / / l� U
I / / / / / / / / / W
PERC. RATE = 2 MIN- 17 SEC
12" DIP WATER MAIN TO
#6 0-5 ' TOPSOIL /// / / / // _ \ \ \ I I O / I / BE INSTALLED BY TOWN 0 �y N 410 \ ( // '� //// / � \ \ \ / / / I 'd � 'd m
5-23" GRAVELLY LOAMY SAND � �' \ \�\ � //// // �/'// / > / / � /� �'' � ' \ \ / ! l
\ \\ \ I / / / / � I `z A t3a
23-74" MEDIUM SANDS & GRAVEL \ \\ \\ I { I f I /f I/// / / / / \ / / / l / 1I 410
PERC. RATE = P MIN- 08 SEC \ \1 I 1 I I l ( // / / / / / / / / // ! / \ \ \ \ / / / I / / (W g W q
#7 o-s" roPsoiL � 1\\�\ j I (II1 I1II1 I { II1I1I1 I 1I1 I I II II / - ///�/ //!/////// // /// i✓///////// / \ —/��// fI{I II I{I I /1 / \ / / �/ //� / \ /
wm W
8-25" GRAVELLY LOAMY SAND � wm.d.d
400 CONECT 6" GAPPED + VALVED =
25-84" SAND & GRAVEL CONNECTION TO BE INSTALLED
PERC. RATE = 2 MIN- 48 SEC p I i I z
) WITH E TOWN WATER MAIN
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TEST PITS BY CHARLES H. MAINE ON 4128104 & 6118104 / { ( I I I I ✓ // // /j // / / / / / / v l l / / l f / / �/ I / / /
WITNESSED BY JIM MEACHAM, NYSDOH f I I I J I I J /m / / / /
J I I ; // , /, / / ✓ / l / / l i J I ,� / l / / / / / I / / SITE NOTES
/
PERCOLATION TEST BY J f/ l l I /
NACE ENGINEERING ON 5/4/04 & 6/23/04 / / / / 1. EVIDENCE OF EXISTING UTILITIES 15 INDICATED FOR THE
F w a
CONVENIENCE Of THE CONTRACTOR. 17 IS THE SOLE RESPONSIBILIYT a•._ w a
400 I / / / / / / OF THE CONTRACTOR TO COORDINATE THE FIELD LOCATION OF
L T � I / / ALL UTILITIES WITH THE UTILITY OWNERS. § $ g
/ / / / /
I/�/ /( I I / I I l l l / I / / / l I / 2. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT
I II 1 �' // // / / / //// // //J/ l I l l I I / / I �/ ALL EXISTING UTILITIES FROM DAMAGE DURING EXCAVATION, GRADING m s
AND CONSTRUCTION. $ U W,
/ j / 3. THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS AND EXCE55
410 / / / / //// / I I IIII i l / f / / / / / / \ / l l / I I l / / /
I ( I I / / / / '\l / MATERIAL OFF OF THE PROJECT 517E IN A LEGAL MANNER.
✓ // / // / I IIII / / / � / I / / / / l / �
o
a 18' RGP 4. THE CONTRACTOR SHALL STAKE THE LOCATION AND GRADES
INV. = 40q.03' OF ALL NEW WORK IN THE FIELD PRIOR TO STARTING WORK.
420
ANY D15GREPANCIES OR QUE5TION5 SHOULD BE IMMEDIATELY
/ / // \ I 1 I \�\ \\ \ I I I I J 1 / / { / / / / ✓ BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION ►�
/
/ / // I I I � I I I I \\ I I I 1 I I I JJ J I ! X J // SS' RGP BEFORE PROCEEDING WITH THE WORK. h�"1
/ // / r 1 1 \ \ \ I 1 JI f 1 430/ / f/ 1 \ \ \ III \ \\ \ \ 1 1 / l/ l NV. = 410.20' 5. THE WATER SUPPLY AND DISTRIBUTION SYSTEM SHALL MAINTAIN
✓/ /i // I 1 I 1 l \ \ \ \ . _// / / I / / /
A MINIMUM PRESSURE OF 20 P51 A7 THE FIRST FLOOR LEVEL OF A
440/ / / -/ l l l l f I I ) \ ) \ \ \ // / Ill I / I f I I J J / 1 ALL HOUSES WITHIN THE SUBDIVISION. a
�I�+,II
450/ // f // f ( /4"Q�al
430 J / l 4 C
THESE PLANS
/ I
ARE A
PP,ROVE'D
M ~ EM�-1LANDS N/F OF LANDS N/F Of ' DISTRIelROGLENS FALLS 460 HAYES LEGEND SYSTE
COUNTRY CLUB 1440 CON =ON SITE DURING
SOIL TEST PIT LOCATION ANY C. ,S! MUSTBE
EXISTING GRADE CONTOUR APPRC i EPARTMENT.NOTE FINISH GRADE CONTOURLEGEND: II �
w
g3 I ALL WATER MAIN INSTALLATION TO BE IN CONFORMANGE WITH AWWA ! 'V{
IPFO = IRON PIPE FOUND -GOO AND WITH THE DESIGN + CONSTRUCTION STANDARDS OF THE NEW DRYWELLS W/ EQUALIZATION PIPE
CIRFO = GAPPED IRON ROD FOUND J 1\ IIII / TOWN OF QUEEN5BURY WATER DEPARTMENT. CONTACT THE
/X-C'X' TREE LINE / /` �I, \ \ ` / WATER DEPARTMENT PRIOR TO COMMENCING ANY =_= ANEW 8 PERF. HDPE & INFILTRATION TRENCH 2S /
cO0 = UTILITY POLE ) i `� \ \� 440 \ / / 1 CONSTRUCTION OF WATER UTILITIES.
D4 NEW FIRE HYDRANT / VALVE ASSEMBLY CLASS 52 CLDIP MEETING AWWA SPEC. C150 & C151.I WATER MAIN TO BE INSPECTED BY WATER DEPARTMENT PRIOR PUSH-ON JOINTS COMPLYING W/ AWWA C111
TO BAGKFILLING. NEW 6" CLDIP WATER MAIN FITTINGS TO BE MJ COMPLYING W/ AWWA C110
INSTALLATION TO BE IN COMPLYANCE W/ AWWA C600
\ swi G \ \ \ / --�— NEW 6 WATER MAIN VALVE Deter MARCH 1P, 2004
NOTES: P SET `, \ PIPE LEAKAGE TESTING + D151NFEGTING
� PROPOSED INDIVIDUAL SUBSURFACE Scab T-50'
CONTOUR INTERVAL = 2 FOOT GO PORCH 450 ' \ LANDS N/F OF WATER MAINS SHALL BE WATER TESTED IN ACCORDANCE WITH AWWA CGOO J SEWAGE DISPOSAL SYSTEM INCLUDING
DATUM = U.S.G.S. t LANDS N/F OF MANGINI -q3-5EGTION 4. AT 1.5 TIMES DESIGN WORKING PRESSURE FOR A MINIMUM PERIOD 50% REPLACEMENT FIELD
EIGH OF 4 HOURS. LEAKAGE SHALL NOT EXCEED THE LIMITS SET BY AWWA CGOO. - - - - - -
WATER MAIN SMALL BE FLUSHED AND DISINFECTED IN ACCORDANCE
LANDS OF IVew York State Health Department ►�—'
LELAND AND WITH NEW YORK STATE DOH STANDARDS AND AWWA G651-q2 PRIOR
TO PRESSURE TESTING. THE TABLET METHOD OF DISINFEGTION For Approved Date and Signature
GONTAINTED IN AWWA-G-G51 MUST NOT BE USED. DATUM = U.S.G.S.CONTOUR INTERVAL = 2 FEET refer to First Sheet SHEET 3OF7
ENGINEER TO WITNE55 PRE55URE TESTING_ WILD D77q
DWG. NO. 03350
2Bq.18-1-35/60-7-1.21
ENG. JOB #46187
s corPLere '00
0
1 00 r♦ > \ 430 420 410
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\ \t \ � � \ \ — � / / ✓ // / / /\/ / // ' /� I I I \\ \ I I I l �/ � � cur: �� � ' y ant=
<L FENC i f I � fff �*/n�� ,` 00
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LIMII1 OF I
CLE rdING I I
\mot1(TY ��
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410 \/ / / i ^\`
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STORMWATER MANAGEMENT NOTE � Cq
3 QO / / f / /// ..i .
y / / 21 11,2// //l l l f l / / / / / / f j l // // ! SEE DETAIL ON DRAWING S-6 FOR STORMWATER MANAGEMENT W
*l faj � /ate // f / l l l / /
410 REQUIREMENTS FOR LOT DEVELOPMENT ON LOTS 1° 2 & 3 ti Z
/ o H a
/j/ / /// / / f /f //w//// ►�, lz
\ \ // // IIII /// // / / �- l l Pc a1a / / / l / / / / / / / I rn m 00
/ // / // /// / / LOT / � z w z
LANDS N/F OF /
/ ✓/ / /// /// // / / ! / / / / / / / / A F a
SWAN
4
\ 4-
DRAINAGE TEST PIT INFORMAT/ON 0
#1 0-11" TOPSOIL E M
\ t\ I / //// i // IIII / / / / \ \ \ / l / / / ( —lam l l ✓ 1 I// 11-49" LOAMY FINE TO COARSE SAND & COBBLES rn
W o
410 49-67" MEDIUM TO COARSE SAND W
l / 67-74" COARSE SAND b v ~
NO MOTTLING OR GROUNDWATER 1N ANY PIT o 0
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/ // / \ \ \ \\ / 1/ 410 PERCOLATION RATE = 0 MIN. 20 SEC. 0 7' deep
/ / / / / \ / / / f�j /\/ f f f 1 ( W b Zro
TEST PITS BY NACE ENGINEERING ON 4/19/04 p W q
m 0
400 l , \ I I III 11 / / / /// / // /
1 1 I I I I I Imo. / / // — � .., I III / / / / / / / / � CO
Z m
/ / f / / l / SI/TFE CE
IIII
400
I / /
/
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410�/
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✓ ///i/j / / // \ 1 III\ \ \� \\ \\� ��� Ill // / / / // / ! / // l / / / // l l / f// /
18, RGP 0
o
420 // // ///' � \ \ \ \\\ \\\\\\ � ', i I I I ! ! / / / / - - S / / / / // / f / / / / INV. = 40q.03'
H
430�j /j/ I ,1 11 It 11 1 I I t1l\t t II i j f 1! I ! I ! f/ 18' RGP
INV. = 410.20'
440 ` I i l I 1 New York State health Department W
! (/ For Approved Date and Signature ►—+ Q
450/ j/ /j I / ( I "0i ! 1 / / / , 1 Ill \ I I - , / / r ! / These plans approved by: refer to First Sheet W
430 1 4 �
LANDS N/F OF
GLENS FALLS 4GO I// I I III 1
\\\ I I ! I I I I 1 ! I i l I \ Richard A. fVlisslta � Q
/ i I i i lji !I II \ / I I II
LEGENDCOUNTRY CLUB Highway Superintendent U
/ I i I I � Ii llllil ll ` / III I ~
LANDS N/F OF SITE NOTES EXISTING SGRAIDE CONTOUR
LEGEND: / /�I I i 1 11 IIII HAYES
IPFp = IRON PIPE FOUND ! / 1 i 11 1 1 1 1 I\� 3 I I I I I 1 1. EVIDENCE OF EX15TING UTILITIES 15 INDICATED FOR THE ^--- FINISH GRADE CONTOUR w
GIRFQ = GAPPED IRON ROD FOUND
1= TREE LINE
1 i ! CONVENIENCE OF THE CONTRACTOR. IT 15 THE 50LE RE5PON515ILIYT (.ti .� NEW DRYWELLS W/ EQUALIZATION PIPE
/ ( i \ \\ \ ` ` / 1 OF THE CONTRACTOR TO COORDINATE THE FIELD LOCATION OF ' A
ALL UTILITIE5 WITH THE UTILITY OWNERS. _-= NEW 8 PERF. HDPE & INFILTRATION TRENCH .�
R2,= UTILITY POLE / / \ \\ 40 \ / / / n�s.s
2. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT PROPOSED SILT FENCE 1-ti
\� 1 ALL EX15TING UTILITIES FROM DAMAGE DURING EXCAVATION. GRADING
t 1 AND CONSTRUCTION. o
NEW FIRE HYDRANT / VALVE ASSEMBL Y
P! \ SWI
NOTES: --
\ \ 1 \ \ / 3. THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS AND EXCESS w_ NEW 6" CLDIP WATER MAIN Da* MARCH 1Z2004
1l \I �! MATERIAL OFF OF THE PROJECT 51TE IN A LEGAL MANNER. „
I SET \ 1 - i;a NEW 6 WATER MAIN VALVE Scab
CONTOUR INTERVAL = 2 FOOT POOPCH 4. THE CONTRACTOR SHALL STAKE THE LOCATION AND GRADES _ _ _ __ _
DATUM = U.S.G.S, f GO 450
LANDS N/F of OF ALL NEW WORK IN THE FIELD PRIOR TO STARTING WORK.. � PROPOSED INDIVIDUAL SUBSURFACE
LANDS N/F OF
SIGH MANCINI ANY DISCREPANCIES OR QUESTIONS SHOULD BE IMMEDIATELY ! SEWAGE DISPOSAL SYSTEM INCLUDING
BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RE50LUTION 50. REPLACEMENT FIELD LANDS N/F OF cIRF BEFORE PROCEEDING WITH THE WORK.
e
LELAND — — — — — -
DATUM = U.S.G.S. s�r4oF�
CONTOUR INTERVAL = 2 FEET
WILD D77q
DWG. NC -----
28q.18-7,-35/GO-7-121
ENG. JOB #4G187
0
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0
0 0
0
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HIGH POINT ELEV 452.75 Q w
HIGH POINT 5TA - 4+40.18 0 0
PVI STA - 4+40.18
PVI ELEV - 453.75
A.D. - -4.00
PVI STA - 1+00 K - 50.00
PVI ELEV - 44G.95 200.00' VC o w
A.D. - -1.50 I o
K - GG.G7 I dN (0 N o
Q n in
- 100.00' VC
N + Ln t+9N z
n 00 J v
+ In .1 y
FIRE HYDRANT
350 STA, 1+11 Wp1E MAIN —,
6•• D1P
CAP AND
THRUST BLOCKco
DRYWELLS #1 & #2 O C W Cq
STA 0+90 �°'
RIM ELEV 4 6.13 r�, Z c�
Dauer KW pb �° 0 >°
435.00 gy�p•• z
^!dam ks0 O. I� M� n r1 ti0 +,1 cqn OaD ry z W Z
4 In A
0+00 1+00 2+00 3+00 4+00 5+00 G+00
W '
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H Z M
ROAD PROFILE W
W
HORIZ. SCALE: 1"=50' VERT. SCALE 1"=5' ° Z ro 0
z 0 � a "
These plans approved by: x
310
Richard A. Misslta NeY
Highway Superintendent , . 10�g
Y's �i3w$5Q5� m��'
New York State Health Department o s
For Approved Date and Signature G ;
refer to First Sheet & =v €aF=
HEAVY DUTY PRECAST COVER w/ECCENTRIC
--- — ----` -- -- 50'-0' RIGHT OF WAY CL OF GRATESERVO TTION OF CO¢ VEROr TO ADJUST
ON SIDE OF ROAD ADJACENT TO WATER MACJ
USE ECCENTRIC COVER TO LOCATE DRYWELL AS PROVIDE 5LT FENCE AROUND CATCH BASIN
FAR AWAY FROM WATER MAIN AS PRACTICAL
UNTIAND FLIER FABRIC UNDER COVER
24'--0' TRAVEL LANE -COVER + DRYWELL RATED FOR M-20 LOADING HAS BEEN
E PAVEMENT IS PLACED AND GROUNDCOVER H M�
-- - ----.- 2'-0" -- _ -- 2,-0„ il'-O' HAS BEEN ESTABLISHED M R.O.W. ham. 0-11
HEAVY DUTY MANHOLE FRAME + GRATE Q
MODEL BM450 BY SYRAGUSE CASTINGS
0' UTIL. EASEMENT-1r��•--� w
3 1/2' ASPHALT CONCRETE MAX. 6' BRICK +
Yam'
TAPER WING AT -2' COMPACTED BINDER NYSDOT ITEM 403.13 TYPE 3 4'-0'-- —6°-0'— MORTAR ADJUSTTENT � y
TRANSITION TO 5-0. -1 1/2' COMPACTED TOP NY5DOT ITEM 403-IG TYPE G WING SWALE BAG<FLL WITH NATIVE -""' ohm',• w oG�
EXISTING ROAD BASE COURSE COL + TOPSOILa
�
MAX, ALLOWABLE
SLOPE OWAS G' TYP,. GRADE TO DRAIN I
!11111111116111O O
O C� O O O O
1/4° /FT. 1.4' /FT. C8 W
h1N. ALLOWABLE
SLOPE C27.3 - ELECT.. GABLE TV
TELEPHONE + GAS B" EQUALIZATION PIPE 1
g 1t\ O O TO ADJACENT DRYWELL A
TO BE SET LEVEL x
I \ DRYWELL - LOCATIONS Q
AS SHOWN ON PLAN INDIVIDUAL DRIVEWAYS SHALL BE 1 L—
\--COMPACTED SUBBASE (SEE DETAILS GRADED TO MEET PAVEMENT ELEVATION
AT TOP OF WING. IN NO CASE SHALL
PAVED DRIVEWAYS BE ALLOWED TO GUT OUT
WMG-TYPE 8' DIA. PRECAST
LINE EXCAVATION WITHWING SECTION OF PAVEMENT. CONCRETE DDLRY EER OLLR p O FILTER FABRIC BEFORE
FORT SWALE EQUIVALENT O PLACING STONE Delta MARCH 12, 2004
— BASE COURSE - MINIMUM DEPTH 12' NYSDOT ITEM 304.05 — STONE FILL SMALL CONFORM TO ScaleT-50'
TYPE 4 TO BE COMPACTED IN TWO LIFTS WATER MAIN PRECAST CONCRETE FOOTIN 6 10 D'• NYSDOT STANDARD SPEC. SECTION
-
5 703-02. COURSE AGGREGATE TYPE 3
COMPACT W B' UFTS
TYPICAL ROAD SECTION DRYWELL DETAIL S-5
NOT TO 50ALE
NOT TO SCALE
SHEET 5 OF 7
WILD D774
DWG. NO. 03350
289.18-1-35/60-7-1.21 ENG. JOB #4G187
New York State Health Department
(,/��j T�//�/7 #�\/ �(//' /��j I For Approved Date and Signature v)
V 1 Y 1 !��A TE R F r" L L U T I O N PREVENTION
(Zyl
Z E g
-- 10`-0 O.C. MAX. --ry CERTIFICATION STATEMENT o U o
TO BE SIGNED BY CONTACTOR PERFORMING THE SITE CONSTRUCTION U U U CL
I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND AND AGREE TO Q '`
GONSTRIJGTION SEQUENCiINb COMPLY WITH THE TERMS AND CONDITIONS OF THE SWPPP FOR THE O W W
CONSTRUCTION 517E IDENTIFIED N SUCH SWPPP AS A CONDITION OF 0 U W Q
10, min, 40• n AUTHORIZATION TO DISCHARGE STORMWATER. I ALSO UNDERSTAND THAT
1. PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL INSTALLO C�
-"'"„- 3G` FENCE POST THE SEDIMENT CONTROL FENCING AND HAY BAY DAMS AROUND THE PERIMETER THE OPERATOR MUST COMPLY WITH THE TERMS AND CONDITIONS OF
_ DRIVEN MINIMUM 1G' OF THE CON5TRUG11ON 54TE AT THE EDGE OF EXISTING NATIVE VEGETATION AND THE N.Y.S. POLLUTANT DISCHARGE ELIMINATIONRG SYSTEM CONSTCSMERUCTION
3 L
INTO GROUND G' min. CRUSHED STONE OVER AS INDICATED ON THE PLANS AND DETAILS. GENERAL PERMIT FOR STORMWATER DISCHARGES FROM GONSTRLICTION
ACTIVITIES AND THAT IT 15 UNLAWFUL FOR ANY PERSON TO CAUSE OR
COMPACTED SUBGRADE AND CONTRIBUTE TO A VIOLATION OF WATER QUALITY STANDARDS
WOVEN WIRE FENCE W/ FILTER CLOTH OVER FILTER FABRIC 2. THE CONTRACTOR SHALL CONSTRUCT THE CONSTRUCTION ROAD ENTRANCE AS
CMIN 14 1/2 GAUGE, MAX. G` MESH SPACING) ^-���� AS DETAILED N THE LOCATION Of THE PERMANENT DRIVEWAY ENTRANCE. o p W
NAME
EMBED IN GROUND 8° MIN. :oo . .00. ° ` . 6 •o. N �O
.:., o ' :
,o •• 3. TEMPORARY STORMWATER DETENTION BASINS ARE TO BE CONSTRUCTED N THE TITLE
q
'So .: o:;` .o _
,. .y '. :o .o&i - .' LOW POINTS OF THE PROPOSED SUBDIVISION ROAD. THESE BASINS SHALL COLLECT n
w o° O :.' ': :'. O, ANY STORMWATER RUNOFF FROM ALL AREAS OF FROP05ED ROAD AND UTILITY
d• : _ `.. o. ,' EXISTING EXISTING SANDY SOU..CONSTRUCTION. BA5NS SHALL ALLOW COLLECTED WATER TO FILTER INTO THE SIGNATURE' O
�s . ,..o...•.• . • � ,: • o; u . ,4.�.•. iF NECESSARY GLEAN SEDIMENT OUT OF BASINS TO
_ Y GROUND MAINTAIN THEIR INFILTRATIVE GAPABW7Y.
,°g • �... o ...oIXDATE -
_ _ .o GRADING AND PLACEMENT4. CONSTRUCTION Of EOFFFI L�NSTALLATIONON UOFI ALL LHDERGROL94D PROCEED CAN THEN I ITIES INCLUDING, `� * N�y�
FLO SOIL BAGKFILL °8 INSTALLATION OF STORM DRYWELL5 AND STORM SEWERS. AND ROADWAY CONSTRUCTION. �Q4k
o CONSTRUCTION 5PEfIFlGATIONS 'a?a�
PERSPECTIVE 5. HOLLOWING COMPLETION OF THE STORM DRYWELLS. THE CONTRACTOR SHALL INSTALL lu: =
MAY BALE DAMS AND COVER THE DRYWELL INLETS TO PREVENT 5TORMWATER AND SILTATION '
1. STONE SIZE - USE NO. 2 STONE OR RUBBLE �+=
2. LENGTH AS REQUIRED BUT NOT LESS THAN 50'. HAVE ENTERING THE DED UNTIL THE ROAD PAVEMENT IS COMPLETE AND ROADSIDE AREAS
HAVE BEEN TOP50LED. SEEDED AND GRA55 IS ESTABllSMIED.
3. THICKNESS• N07 LESS THAN 6".
- - 4. WIDTH+ 10' MINIMUM. BUT NOT LESS THAT THE FULL WIDTHAT TING _
_.-_---._ LISHMENT OF ALL GRASS
5. FILTER OFABRIC, WILL BS WHERE E PLACEDOVER THE ENTIRE SS OR EGRE59 5 AREA PRIOR AREAS. REMOVE ANY OWING COLLECTED ON ALL SEDIMENT REMOVE MA THE Y BALEDAMS AND THE SEDIMENT
DRIVEN
FENGE POST, 10' Oc MAX TO PLACING STONE. CONTROL FENCING. REMOVE ANY DEBRIS FROM THE PERIMETER OF THE SITE AND DISPOSE -
mIn
pRIVEN 16' MIN INTO GROUND OF ALL WASTE MATERIAL. N A LEGAL MANNER. _
� G. 5lAtfAGE WATER- MAINTAIN EXISTING SURFACE RUNOFF OF STORMWATER.
OI 7. MAINTENANCE@ THE ENTRANCE SMALL BE MAINTAINED N A CONDITION WHICH WILL 5EPTIC
--- WOVEN WIRE FENCE W/ FILTER CLOTH OVER PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGMTS-OF-WAY. - --
F OW CMIN 14 1/2 GAUGE. MAX. G" MESH SPACING) THIS MAY REQUIRE PERIODIC TOP DRE55NG WITH ADDITIONAL STONE AS
^� EMBED IN GROUND 8' MIN. CONDITIONS DEMAND A REPAIR AND/OR GLEANING OF ANY MEASURES USED STABILIZATION - --
--- I - ND TO TRAP SEDIMENT. ALL SEDIMENT SPILLED. DROPPED. WASHED OR DEPOSITED �-
UNDISTURBED GROUND ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 1. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS
1-111 I I _- B. WA5HNG# WHEELS SMALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE SOON A5 PRACTICABLE N PORTIONS OF THE SITE WHERE
T E -II-I =III -=III==III ONTO PUBLIC RIGMTS-OF-WAY. WHEN WASHING 15 REQUIRED. IT SMALL BE DONE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. BUT Z
ON AN AREA OF 5TABWZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT N NO CASE MORE THAN 14 DAYS. E
-I - I -III-III TRAPPING
�ER EACH PERIODIC
INSPECTION AND NEEDED MAINTENANCE SHALL BE
Ti-- -i -i -i i- 2'X3" STONE STORMWATER 2. STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDNG USING
TACKIFER ON SLOPES OVER 54 OR SEEDING AND INSTALLING INFILTRATION TRENCH
i ' GONSTRUGTION ROAD ENTRANCE A CONTINUOUS COVER OF STRAW MULCM WATERED INTO PLACE. 8 L.F. REQUIRED PER o o
5DIMENT G®N'i',R�I FENCE 100 S.F. DRIVEWAY AREA � c��t W cat
1. FENCE Vl.o NOT TO SCALE ..........................: (�
NOT TO SCALE MAINTENANCE yty z �+
1. SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR CAPACITY HOUSE S� M
0
Z Ir
y
gg��L p� p MAIN
q� HAS BEEN REDUCED BY SOIL. z W Ir
AA TER I LIB I'IJ'lIN NOTE 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SMALL BE N5PEGTED WITHIN 24 A I N
ALL WATER MAIN INSTALLATION TO BE N CONFORMANCE WITH AWWA HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE
C-GOO AND WITH THE DESIGN + CONSTRUCTION STANDARDS OF THE GOOD WORKABLE CONDITION. - 0
TOWN OF QUEENSBURY WATER DEPARTMENT. CONTACT THE 3. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS �-J U
WATER DEPARTMENT PRIOR TO COMMENCING ANY TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY.
CONSTRUCTION OF WATER UTILITIES. 14
Ie 4. ANY STOCKPILES OF FILL TOPSOIL EXCAVATED MATERIAL SHALL BE COVERED OR rJ] cy cr
o
FLASHED GRADE C CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. Z
1' IN GRASS AREAS U
TO BACKFILLING.
WATER MAIN TO BE INSPECTED BY WATER DEPARTMENT PRIOR ACCESS PLUG STORMWATER INFILTRATORS ? M
�FW5H WITH PAVEMENT CONNECTED TO ROOF
SA.P.P.P. REOUIREMENTS GUTTERS AND DOWNSPOUTS d [/�
p ' p / /� C P 20 CUBIC FEET STORAGE VOLUME
PIPE L�L!'{IVI E T�TINL7 t 1"1IGIA FECTI1,1/ \Y 5, //. REQUIRED PER 100 S.F. ROOF AREA
L7 4 !/ :d III d�V I`!l7 1. THE CONTRACTOR UNDERTAKING SITE CONSTRUCTION OF THIS PROJECT MUST SIGN � '� b v
MOP CASTING THE CERTIFICATION ON THIS PAGE AND BE FAMILIAR WITH ALL REQUIREMENTS OF q Z 0" a
THE SWPPP AND REQUIREMENTS OF THE LAYS DEC SPDE5 GENERAL PERMIT FOR WATER MAINS SHALL BE WATER TESTED N ACCORDANCE WITH AWWA CGOO 5TORMWATER DISCHARGES FROM CONSTRUCTION ACTVTY - PERMIT No. GP-02-01. P z
-93-5ECTION 4. AT 1.5 TIMES DESIGN WORKING PRESSURE FOR A MINIMUM PERIOD TERMS HE T THE CONTRACTOR I5 RE5PON5�LE TO COMPLY WITH THE
PQ
OF 4 HOURS. LEAKAGE SHALL NOT EXCEED THE LIMITS SET BY AWWA CGOO. SERVICE BOX 2.2. cd
WATER MAIN SHALL BE FLUSHED AND D151NFEGTED IN ACCORDANCE CORPORATION STOP QOF THE NYS DEC SPDES GENERAL PERMIT FOR 5TORMWATER DISCHARGES x x
�s CURB STOP FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-02-01. COPES OF THE GENERAL PERMIT WITH NEW YORK STATE DOH STANDARDS AND AWWA CG51-92 PRIOR ARE AVAILABLE BY CALLING DEC C518) 402-8109.
TO PRE55URE TESTING. THE TABLET METHOD OF D15INFECTION Z m
3. A NOTICE OF INTENT CNC41 MUST BE SUBMITTED TO DEC PRIOR TO INITIATING WORK. NEW ROAD
TINTED IN AWWA-G-651 MUST NOT BE USED. WATER LIVE
ENGINEER TO WITNESS PRE55URE TESTING. To HOUSE 4. THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS SP-1 TO SP-G AND THE
-- 5TORMWATER MANAGEMENT REPORT. g
5. PRIOR t0 COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE THE € 91,
ENGINEER CONDUCT AN ASSE55MENT Of THE SITE AND CERTIFY N AN INSPECTION
REPORT THAT THE APPROPRIATE EROSION AND SEDIMENT CONTROLS HAVE BEEN ADEQUATELY
INSTALLED. FOLLOWING COMMENCEMENT OF CONSTRUCTION. THE ENGINEER SHALL MAKE
WATER MAN TYPE K COPPER TUMG
3/4• FOR NEAR SIDE OF ROAD I LESS SOLID roOT LOCK WEEKLY SITE INSPECTIONS AND INSPECTIONS PWMMARE 24 PORT S A STORM EVENT
HORIZONTAL FITTINGS THAN OR EQUAL TO 100° OR CL F007 MECE Of 0.5 INCHES OR GREATER AND SHALL PREPARE A REPORT AS REQUIRED BY THE cP o2-01. TYPICAL STORMWATER MANAGEMENT
AS REQUIRED
1' FOR FAR SIDE OVER
ROAD AND FOR G. THE CONTRACTOR SMALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS N A WE LOG H S a
BEARING AREA (S0. FT.) SERVICES OVER 100' BOOK. MAINTAINED ON SITE AND AVAILABLE TO THE PERMITTING AUTHORITY UPON REQUEST. FOR HOUSES ON EAST SIDE OF NEW ROAD ��a ; Rao € LL
�� `=a,"nSosc
5. AT COMPLETION OF CONSTRUCTION. THE CONTRACTOR SMALL PERFORM A FINAL NOT TO SCALE p< <
PIPE CURB STOP WITH BOX INSPECTION TO CERTIFY THAT THE WE HAS LNDERGONE FINAL STABILIZATION AND
SIZE 45' OR TEES, PLUGS, o s
(INCHES) SMALLER 90' BEND CAPS AND THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED.
HYDRANTS NOT TO SCALE UPON CERTIFICATION Of COMPLETION A NOTICE OF TERMINATION CNOTD SHALL BE €e m§o a O
FILED WITH NYS DEC.
AND 3 5.5 4 Site A^®GS
SMALLER BUILDING AREA# 0.2 ACRES ~
GRADE AT uPAYED LIMITS OF PAVEMENT, O.G ACRES ►��
AREAS RESTORE TURF TOTAL AREA OF DISTURBANCE, 4.4 ACRES a'---
NOTES. NEW HYDRANT ASSEMBLY
THIS SCHEDULE 15 BASED ON 200 PSIG = __ - P'ER QNT STANDAURYRD
WATER °t
- DEPARTMENT STANDARD AND-
INTERNAL PRESSURE AND A SOIL THE 10 STATE RECOMMENDED Y+4 w
BEARING CAPACITY OF 2000 P5F =I l- STANDARDS FOR WATER WORKSCONCRETE TO
/1
REQUIREMEN SALL OF GSOECTION NFORM 5 OTHE Of
NYSDOT STANDARD SPECIFICATIONS. FINISH GRADE r-#AND SHALL BE CLASS B. 7 � •t P+�
CONCRETE EXIST..®GROUND VALVE BOX-� L) H
MECHANCAL /, NATIVMACHE B MATERIAL
W/ �\�\\�� \n//�.// /i hwl0-4
\\ \ JOINT GAP \\ �• EXCAVATE TRENCH WIDTH COMPACT
\/\ MINIMUM WIDTH EQUAL IN 1°-O• LIFTS � ADJUSTABLE HYDRANT DRI�'
�c D STONE
� //\/ TO PPE PLUS LO FT. C4' MAX. SIZE.1 �- VALVE BOX
TO 951 MODIFIED PLUG WHERE SEASONAL G' M.J. GATE VALVE-NRS
0 PROCTOR HIGH GROUNDWATER 15 8'-G• MIN. COVER
o : u SHALLOWER THAN 7 FT. py
v HYDRANTS WITH PLUGGED
CONCRETE' `en a VARE5 WEEP HOLES SHALL BE TAGGED
(4 MAX.) M.J. GATE VALVE WITH A BRASS TAG MICATNG N
"WEEP MOLE IS PLUGGED"
0 00 W
a / L
7AJ\N
\/\/\' SELECT GRAN" MATERIAL CSOOL
BEARING AREA /��//i�i ® HAND PASSING
BAG*) T 1 *LIFT.
PPE. M ON UNDISTURBED BEARING a^
AREA - 6" pO0 Ls�
CONCRETE PPE BEDDING 6' DEPTH. Data MARCH.12, 2004
SAND, GRAVEL OR EXISTING MAN
BEND DEAD END TEE CRUSHED STONE cto 1-v2•a Scale r_�,
1. AT CONCRETE WALKS AND CURBS. SAWGUT M.J. ANCHORING PPE M.J. ANCHORING COUPLING
EDGES AND REPLACE TO MATCH EXISTING. NEW TAPPING SLEEVE
TYPICAL THRUST BLOCK DETAILS PIPE EXCAVATION + BAGKFILL DETAIL CONNECTION TO EXI5TING WATER MAIN TYPICAL HYDRANT INSTALLATION S®� _ Q
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE �7►
SHEET 6OF7
WILD D779
DWG. NO. 03350
289.18-1-35/GO-7-1.21
ENG. JOB #46187
I
2'-0" 4'-0°' F-
I ZE o
157. MAXIMUM � F
z Q k, ON SUED SITES 0 C
4 ° OVERFIL. TO ALLOW
I w �° FOR SETTM ENT vvi
�41
¢ q� EAR 12" TO 19"
3 3e FILL P i "
I Q I INFILTRATOR CHAMBER SYSTEM Z
EQUALIZER 24 OR EQUIVALENT. N o p
r N Q
GARAGE 1
HOUSE NOTES: PROVIDE SOLID CONCRETE i a
BLOCK SPLASH PAD UNDER
z
I INLET FIFE OF EACH TRENCH
'I. TILE FIELD TO BE 100° OR MORE FROM ANY
I LAKE, SWAMP, DITCH OR WATERCOURSE AND 10° a
0R MORE FROM ANY WATER LINE UNDER PRESSURE. MAXIMUM SEASONAL HIGH J
GROUNDWATER ELEVATIONpw �``.
2. FOR SEWAGE PIPE BETWEEN HOUSE DRAIN AND DISTRIBUTION 4 ;gy
BOX, USE RIGID COPPER, DUCTILE OR CAST IRON PIPE, OR INFILTRATOR AB50RPTION TRENCH SECTION _
TIGHT JOINT 4" PIPE ----- 90'-0" -�`
ON SLOPE OF 1/4" /FT. MIN. SCHEDULE 40 PVC WITH CEMENTED JOINTS.
I
20'-0" FROM BASEMENT WALL N.T.S.TIGHT JOINT 4" PIPE ----� --
ON SLOPE OF 1/8" /FT. \\, SEPTIC TANK MIN. I 3. HOUSE DRAINS SHALL BE FOUR-INCH MINIMUM DIAMETER CAST
IRON OR RIGID COPPER, TIGHT-JOINT PIPE AND SHALL EXTEND AT TOPSOIL C6" tenJ. SEED AND
LEAST THREE FEET BEYOND THE EXTERIOR OF THE HOUSE FOUNDATION. TOPSOIL
SEPTIC SYSTEM AND ALL NIIt111111
DISTRIBUTION BOX R IMMEDIATELY
AWAY FROM SEWERAGE SYSTEM. IMMEDIATELY4. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE DISTURBED AREAS,AFTER INSTALLING SYSTEM
FINISHED GRADE
ABSORPTION TRENCH 5. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL T�10_MIN.� - -'-- I WITH CONTOUR LINES.
-� �- =1
50% EXPANSION AREA -
- - = = -
- - - 6, FOR RAISED ABSORPTION TRENCH SYSTEMS 19" MAX
PROPERTY HORIZONTAL SEPARATION DISTANCES SHALL BE
10 MIN.
LINE MEASURED FROM THE EDGE OF THE FILL. 1 .I=III, III=III „III-III-1,,, 12" MIN.
7. NO NON-WASTEWATER FLOWS SUCH AS SUMP PUMPS OR NFLTRATOR GIiAM8ER5
_ ROOF DRAINS ARE TO BE DISCHARGED INTO THE HOUSE
-� SEWER OR ON-SITE WASTEWATER TREATMENT SYSTEM.
SEWAGE DISP05AL LAYOUT # WASTE SEPTIC TANK SEPTIC TANK DISPOSAL FIELD BOTTOM OF TRENCH TO BE LEVEL REN
OCID
NOT TO SCALE BEDROOMS FLOW (MIN. CAPACITY MINIMUM LIQUID TRENCH LENGTH NOTES BOTTOM OF TGH W
(SEE NOTE 1) G.P.D. GAL. SURFACE AREA S.F. PERCOLATION RATE (MINUTES) W
(SEE NOTE 3 & 4 ( 1. BOTH ENDS OF NFI.TRATOR CHAMBERS MUST BE
1-5 1 6-7 8-10 11-15 16-20 21-30 CAPPED WITH END PLATES SECURED TO CHAMBERS 0 Z
2 220 1000 2. ALL LATERALS TO BE OF EQUAL LENGTH. 7" 0 a
27 92 tto 123 136 tss 64 3. MAXIMUM TRENCH LENGTH IS 6O FEET. y I W z
3 330 1000 27 138 165 184 207 236 275 T.
4 440 1250 34 184 220 245 275 315 367 INFILTRATOR ABSORPTION TRENCH PROFILE A
5 550 1500 N.T.S.
40 230 275 306 344 393 459 0
6 660 1750 47 275 330 367 413 472 542 N
co crQi QO r
NOTES: 3. TANK SIZE REQUIREMENTS FOR MORE THAN 6 BEDROOMS SHALL BE 1
CALCULATED BY ADDING 250 GALLONS OF CAPACITY AND SEVEN W r'pk
SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. °' v l99
1. EXPANSION ATTICS, ETC.. ARE COUNTED AS BEDROOMS. - r
4. IF A GARBAGE GRINDER IS PROPOSED, THE SEPTIC TANK SIZE SHALL BE N®"I'E'; Ew-1 ►z
2. ASSUMES USE OF CODE CONFORMING PLUMBING DEVICES INCREASED BY 250 GALLONS AND THE REQUIRED SURFACE AREA BY 7 SQUARE NOTE:
9
WITH 1.6 G.P.F. TOILETS AND 3.0 G.P.M. FAUCETS AND FEET. A GAS DEFLECTION BAFFLE OR OTHER ACCEPTABLE OUTLET MODIFICATION AND
SHOWER HEADS. A DUAL COMPARTMENT TANK (OR TWO TANKS IN SERIES) WILL ALSO BE REQUIRED. DETAILS ARE PIROVIDED FOR BOTH STANDARD PIPE AND GRAVEL AB50RPTION ( W
TRENCHES AND GRAVELLE55 INFILTRATOR CHAMBER TRENCHES. EITHER 5Y5TEM z I z b
z c 0
USED FOR SUBSURFACE D15PO5AL 5YSTEM5 IN THI5 5UBDIV1510N.
SEWAGE D15POSAL 5Y5TEM SIZING MAY BE
x � x
TRENCH BACKFLL SHALL CONTAIN s £ � a
2'-O" 4'-0" 2-0
APPROXIMATE 157. MAXIMUM
s y LL L e g<a
RECOMMEND ALL ACCESS NO SOLIDS LARGER THAN CROSS SLOPE "r°b3dbu"N L
- APPROXIMATE + CLEANOUT OP£NNGS
FINISH GRADE BE RAISED TO G° BELOW CONCRETE OR STONE
19NSH GRADE. MARKER ABOVE ALL 3 INCHES N DIAMETER �s
BURRIFD COVERS OVERFILL TO ALLOW ON SLOPED 5MES HN
agomW<�
RECOMMENDED. FOR SETTELMENT
I
EARTH BARRIER MATERIAL TO BEQy<n< ffi �j'9
INLET BAFFLE 12' MN. COVER OVER 6" - 12" FI.L PERMEABLE GEOTEXTLE 2 6,o s�a o f i�s 3 j
ALL STRUCTURES MRAFI135N OR EQUAL i3ff _�SF"5 =L„
TERMINATE ALL PIPES -iq ipQ 2,. 14' PERFORATED
I`I..USM W/NSIDE WAIL #1 DISTRIBUTION BOX O•"cD LATERAL
12 MIN
3 EQUAL BY T MILLER IN5TALLATION OF DI5PO5AL FIELDS ~ I �oO° `� � I18.. ~ - 3/4' TO 1 1/2'
MN. SLOPE LQ LEVEL li 1/4' PER FOOT d 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWWG, 6 WASHED CRUSHED STONE'-O'°
® ® AND SHALL BE IN ACCORDANCE WITH THE N.Y.S.MN' SLOPE OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND 24" MN
00 1/8' PER FOOT ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND t�
SEPTIC TANK---. V n M oo ET"' 0 ALL OUTLET INVERTS CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
o MAXIMUM SEASONAL HIGH GROUNDWATER.
BY FORT MILLER O O d�000 PEA EXACTLY THETO BE SET SAME 2 OF HEAVY THE DISPOSAL FIELDS AFTEUIPMENT SHALL R PIPEOINSDTALLATION HASTHIN THE BETS GUN.
VA
IMPERVIOUS SOIL OR BEDROCK J p��ryy TTh^y
OR EQUAL o 'er 4, OUTEE'! v y �- ELEVAnON• 3. AFTER EXCAVAnON 2' WIDE TRENCH TO THE DEPTHS REQUIRED, t+y V 1 BAFFLES a DISTRIBUTION BOX �01O SPEED LEVELERS THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED STANDARD PIPE ABSORPTION TRENCH SECTION A
SEPTIC TANKS WITH JOINT BELOW S a o NOT TO SCALE SAND MEAREDE ACHIEVE AN SURFACE AND TO LOOSEN NOT TO SCALE H1.4
THE LIQUIDRATIO LEVEL MUST BE TESTED �d 4. FOR PIPE SYSTEMS, PLACEMENT OF CRUSHED STONE, PERFORATED PIPE
FOR LOCAL AnON PRIOR TO ACCEPTANCE ' !7" w
92
BY THE LOCAL CODE ENFORCEMENT OFFICER AND GEOTEXTILE FABRIC SHALL BE AS SHOWN, AND CARE SHALL
BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND
�9 1`t t4 OTHER WASTE MATERIAL IN THE STONE AND PIPE. r,
1.4 h�^4
5. THE PIPE SHOULD 6E LAID AT THE GRADES AND TO THE TOPSOIL C6" minS. SEED ANDOD
MNIHUM 2X WIDTH It RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT DISTURBED SYSTEM AND
L
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS -- BARRIER MATMM
MAXIMUM 4X WIDTH OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID - _ AFTER INSTALLING SYSTEM Q� NCI
WITH THE HOLES DOWN IN ALL CASES. 18' MAX. -�
6. FOR INFILTRATOR SYSTEMS, THE BOTTOM OF TRENCH SHALL BE LEVEL ... ...
PRIOR TO PLACING THE INFILTRATOR UNITS. UNITS SHALL BE INSTALLED -TILT= i
����� n� IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. MANUFACTURERS 1} tI��
'O 0 END PLATES SHALL BE SECURELY ATTACHED AT INLET AND END OF EACH TRENCH. 21 MN. �O o t �' u
PEA G-R 3' SAND OR O p0000 SOLID CONCRETE BLOCK SPLASH PAD SHALL BE PLACED UNDER THE END OF THE + CO Ci0Oo SLOPE IIIiSaaa
PEA CdtAVEL UNDER TAMC SEPTIC TANK INLET PIPE INTO EACH TRENCH. 00_V3o°o �� �U 7y w
6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL Mr�,M
NOT TO SCALE AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY W
FROM THE DISPOSAL FIELD. O0��O
SEPTIC TANKS 7. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED
UNDER PAVEMENT. 4' PERFORATED PVC LATERAL. LEVEL, TRENCH BOTTOM1.
L UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW N07E5�1. END OF ALL DISTRIBUTOR PIPES MUST BE
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE
SLOPE 1/16'-1/32' PER FT.
M
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. N^I
2. All STRUCTURES 70 BE PLACED ON FIRM, COMPACT SAND OR PLUGGED UNLESS INTERCONNECTED.
FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS 2. ALL LATERALS TO BE OF EOUAi. LENGTH. • ,
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS TREN XIRRM CH LENGTH 15 GO FEET. Dates MARCH 12, 2004
NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. MA
G
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY 5TANDARD PIPE AB50RPTION TRENCH PROFILE Scais
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. HOT TO SCALE
4. DUAL COMPARTMENT TANKS OR TWO TANKS IN SERIES ARE REQUIRED
FOR TANKS WITHAN INTERIOR LENGTH OF 10 FEET OR MORE.
5. ALL JOINTS MUST BE SEALED. �®� I
New I of K State Health Department
For Approved Date and Signature
refer to First Sheet SHE Er 7 OF 7
WILD D779
DWG. NO. 03350
289.18-1-35/GO-7-1.21
L'NG. JOB #46187