RIVERVIEW DEVELOPMENT (� NOTES
WHERE GARAGE FLOOR IS AT A LOWER ELEVATION N.Y.S. DEPT. OF HEALTH REQUIREMENTS
THAN THE TOWN ROAD, A HIGH POINT SHALL BE
CREATED IN THE DRIVEWAY AT THE PROPERTY LINE. 1. THE DEVELOPER MUST FURNISH EACH PURCHASER OF A LOT WITH A
APPRox. THE HIGH POINT SHALL BE EQUAL TO THE CROWN OF COPY OF THE APPROVED PLAN.
THE ROAD TO CREATE A SWALE IN THE DRIVEWAY TO 2. THE DEVELOPER SHALL FURNISH EACH PURCHASER WITH AN
SEPTIC / PREVENT ROAD RUNOFF FROM ENTERING THE DRIVEWAY. ACCURATE AS-BUILT PLAN DEPICTING ALL INSTALLED SANITARY
Yy�► AREA BASEMENTS BELOW ROADWAY ELEVATION FACILITIES WHEN A DEVELOPER SELLS LOTS WITH CONSTRUCTED
9nO
WILL HAVE DRAINAGE PROVISIONS, AND HOUSES.
'4� ENOUGH FILL WILL PROVIDED TO MEET 3. WHEN INDIVIDUAL WATER AND/OR SEWER SYSTEMS ARE PROPOSED
THE POSITIVE LOT GRADING/SURFACE AND LHU (GLENS FALLS DISTRICT OFFICE) DOES NOT INSPECT
Y Op• O DRAINAGE REQUIREMENT FOR THE LOTS. CONSTRUCTED FACILITIES. THE SANITARY FACILITIES SHALL BE
y INSPECTED AT THE TIME OF CONSTRUCTION BY A P.E., R.A.
n �^0 A§ 6 / \ TREE PROTECTION FENCING IS OR EXEMPT L.L.S. FOR COMPLIANCE WITH APPROVED PLANS AND
6
�X 7,9 0�• \ 9'S �.96 TO BE USED AROUND EXISTING WRITTEN CERTIFICATION SHALL BE SUBMITTED TO THE APPROVING
V LHU PRIOR TO OCCUPANCY OF THE PREMISES.
TREES�
REMAIN
C, \ �/0 A�� / 3 / \ WITHIN AREATHAT OF HOUSEARETCCONSTRUCTION.
p� \ S6' \ ,(� / PR THEOQUEENSBURY IS AUNIIONITHIN FREE
O / SCHOOL DISTRICT
a IC' \ / 3 p &
06 VACANT $! \ ° \ THE WESTGLENS FALLS
x C s�O � arc Q I �h G \ �9D FIRE PROTECTION DISTRICT
PT
^D^ rb� / LOT 8 Spxso p�0 THIS SUBDIVISION MAP WAS PREPARED
UNDEQ� C A I — .r1• / 44 360. s ft. / 1 LANDRSURVEYOR THE EANIDI WAS0 A LICENSED
r /
� �`� � • °� 1 .01 acres � / MADE FROM
A FIELD SURVEY.
Q \ / / 6 THIS PLAN IS CONSISTENT WITH THE ZONING
ti°j \his \ J. / rLg$ ORDINANCE OF THE TOWN OF QUEENSBURY,
PROPOSED IRON ROD MARKERS TO BE SET
L T g / ft. �pn�OQP �a \38�J J\ \ 7. �' <51 6, • AT EACH LOT CORNER OR TURN OF DIRECTION.
X 5 98 sq. Q s 1� 6 \ � / •� \ R ( A
41 , p 7,7
6'• � L90 9n
4;�3,63 S f
07. \ . N/ 3'21 '28" E I,�,g`L �9p
h TP °� ' Qp q .00 a es
\ / '� s0 / O \ �O/ _ 142_64'_ I
# 5 \ \ s °o , 2 N 1 J / LOT 5
1,Co \ s`�� 86 LO 7 / 1 / /43,560. sq. ft.
4�,961 . sq\ ft. / ` / / 1 .00 acres
LOT 2 �e A' 1 .00 acr s
43,560. sq. ft. .,7R, /
1 . 00 acres
0 44j
co
APPROX. 2�"
�� � JV \ C S \/ � l� � I � � (n• ^.® S I NN
SEPTIC \ S� \ /J�• �� 6� �Q / �a N {O
AREA \ 69s6 6 O8,\ /rL0 ,��/ �3 �/ \ # In
/ '�
s \ 790 \ 2
LOT 3 �9 ?9 �94 �o '� 9� 0 d
�44,423. sq. t. '� s Qo� rn N
acres L \- J *, O AD
Igo.
' L = 2p0 .72' R tN
wP B TER MP
� tb \ q R Mq� R 7 2 3 . 9 V XtS�NG b
TP 4 Y
/ , \ P
PROPOSED RELOCATED
RIGHT—OF—WAY \ OO\ \#� # 2 / 3�� C.M.
PROPOSED (BOUNDARY 20' WIDE \ / LOT
4 \ S6 \
LINE ADJUSTMENT 5,978. sq. ft.
N \ \
A� AREA " , 5 acre C11C.4RgyCVMI
197. 933j / 16,505 sq. ft. \ _ ! ZONING INFORMATION:
_ _ N o i
�ry "p N 35`43'46" 218.08' 0.38 acres 0' I. E rn
392.6
N 23°07 21 o _ o — 8 c.M• ZONED WR-1A
/ 208. 14 N 35'13'39" E N 30'21 '45" E 29�� �'A • 312.19 \ _ �294 MIN. LOT WIDTH SETBACKS 150'
_
227 86' 219. 01 ' AREA 394,92 PROPOSED CON VE� N1�E�0 3 - — FRONT 30' 8
REAR 20'
M. 220 89 47,583 sq. ft. 399,15' THE TOWN OF QUEENSBURY S 03 7' 21 W SIDED MIN. 20' 4� �
S 35°43'45" W c.M. 1 .09 acres C.M. TOTAL OF 50' d "
S 35'13'39" w �.M. S 21 '45" WRIVER VIEW DEVELOPMENT
APPLICANT
JOSEPH & DEBRA GROSS
NTERSTATE RDUTE 61 PALMER DRIVE
NO.
Gj Q
PHONE B(518�) 7 2-216
PLANNING BOARD APPROVAL NEW YORK STATE HEALTH DEPT. WATER DEPARTMEN*l APPROVAL PERC TEST INFORMATION: PHASE ONE DETAIL
TATIEDEt�A'RTh JTOFHEALTH THM,PLANS ARE A FOR �0" # 1. TIME TO DROP 1 INCH MAP OF A PROPOSED SUBDIVISI❑N MADE FOR
i pV 'YORK
OF THE WATER DiSTROMON SYSTEM SYST ` 2 MINUTES AND 05 SECONDS •°'••�11b•'•
APPROVED UNDER AUTHORITY OF A RESOLUTION APR. 0515 MUST BE0I#SITE DURtt�ICc1STRUCTto1dWORK �� Sao •• . JOSEPH P. & DEBRA M. GROSS
F i µr York ..__ QA; •�� M Y. g ��
' # 2. TIME TO DROP 1 INCH �,, �
ADOPTED a2�02 7 ��(� B Y THE PLANNING BOARD This Is to c4 z r 4 mat the prr aysat arranocment`for water su fMY Intl Any Changes or deviation must be aPP�� 2 MINUTES AND 00 SECONDS
? - l b Water Department.
• v : iTDWN OF QUEENSBURY C❑LINTY ❑F WARREN
seWagW discs l for thl rc atty su aI•-10o , }'r accordance with plans Y N . Y .
on tile.- frjl cffrce of 1te S?;t cvN, a•tEs 'r'Y of'Health are her cy ✓ tsiti Q@� ; SCALE : 1"=50
OF THE TOWN OF QUEENSBURY, NEW YORK. approvea. < n1s rnishr t•fglue7tethetlF� ofthemaPontml DATE JULY 24, 1995
4his 6ndbrsrrr4rsl apifears a, ftte`v(iice a[the c=aunty Clerk in accordance • • `r Bf IE� •'
arith fhe Oovii;iotis'of turn 111'7'ef ftse Vtiblic Health Lewand V adus en k Stave s
CHARIMAN 1icn17-i505oritre'tnvlronriieritai'CdrtisbrvationL�w.
2 02/15/96 CONST. NOTES MCS LAND SURVEY❑RS, GLENS FALLS, NEW YORK
Aj
P.E. 2 02/15/96 FINAL SUBMISSION MCS 1,P*F, IRON PIPE FOUND
N,Y, STATE LIC. NO. 35617 I,R F. = IRON ROD FOUND
1 12/22/95 LOT LINES LOTS 3 & 4 MCS CM = CONCRETE MONUMENT
REVISED AUGUST 29, 1995 DECEMBER 15, --
N0.
REVISED SEPTEMBER 25, 1995 z�.a,s� 4 z-1?
951
DATE DESCRIPTION BY DATUM = U.S.G.S. REVISED OCTO ER 4 19959 7 —
RECOMMEND ALL ACCESS
B CLEANOUT OP§NINGS CONCRETE OR STONE 4'-0' N 3L"-1•-O• 2,2'-0'APPROXIMATE BE RAISED TO 6 BELOW 2'-G'
FINISH GRADE FINISH GRADE. MARKER A13OVE ALL2'-0' VARIES
BURRIED COVERS
RECOMMENDED. 15% MAXIMUM NEW HYDRANT ASSEMBLY
/ CROSS SLOEPED PER QUEENSBURY WATER
Lj n OVEERRFILL TOLULLOW ON DEPARTMENT STANDARD.
INLET BAFFLE 12' MAx,COVER OVER O
ALL STRUCTURES
FINISH GRADE 6"
r3
Q EARTHiHIrH !
UNTREATED BUILDING PAPER
OIJH 1 O O u DLLOR GEOTEXTILE. VALVE BOX
WN. ROPE
1/a' PER F00T JL' i NMI. SLOPE 2• MIN. 4' PERFORATED
i " 4" WISE 1/6' PER Fooi n 8 9 LATERAL HYDRANT DRIP
ALL OUTLET INVERTS
SANITpAY 'rE£ r PEA TO BE SET AT
GRAVEL EXACTLY THE SAME D tJ� Lb i.l
INLET II OUTLET DISTRIBUTION BOX - o ° //V�
BAFFLES 3/4' TO 1 1/2" "Vier ,J t. CRUSHED STONE
CRUSHED STONEA +• '• } '6'-O' As' ; , .4' 6" M.J. GATE VALVE-NRSINSTALLATION OF DISPOSAL FIELDS r ;ts ;_ ,, s -o" MIN. COVER
1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND SHALL BE IN ACCORDANCE MIN THE N.Y.S. MAXIMUM SEA HL - A .e , •.
DEPARiHENi OF HEALTH INDINQUAi HOUSEHOLD SYSTEMS, AND GROUNDWATER ELEVATION t ' ' 4• jt
DTH ASTM F481-78 INSTALLATION OF THERMOPLASTIC PIPE AND diet '-•t'' t - NO MATERIAL STORAGE W
fie FI t. OR VEHICULAR TRAFFIC
M,UIMINIMUM tr WIWiDTM CORRUGATED ruaNG N SEPTIC TANK LEACH FIELDS. LOCATE FENCE AT "��-r; yT:;;;r:• -«, r TER MAIN
2. NO HEAVY EQUIPMENT SHALL BE ALLOWED NIHN THE LIMITS STANDARD ABSORPTION TRENCH SECTION DRIP UNE OF TREES •.. J• t;i• INSIDE FENCEUNE ' \ o 0 0 o M.J. TEE
OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN.
3, AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REWIRED, H.T.S.
THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED PLASTIC SNOW \ o0O Q
3.4E'➢ .i sawv oa AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN FENCE (4- HIGH) \ - • Q
SEPTIC TANK QcA 4pA.2� SMEARED SECTIONS OF TRENCH.
02 4. PLACEMENT OF CRUSHED STORE. PERFORATED PPE AND UNTREATED BUILDING • \
PAPER OR STRAW SMALL BE AS SHOWN AND CARE SHALL BE STEEL FENCE POST
s'•►Eo AGq a¢cAr.. EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND EVERY 6'
\ " :, • , O O
OTHER WASTE MATERIAL IN THE 57E AND PPE. BARRIER MATERIAL 6„ \ � - OQ��Q D`�'t.J(''�' O W :,:•
SEPTIC TANKS 5. THE PPE SHOULD BE LAID AT THE GRADES AND TO THE _ O pV- I
RELATIONSHIPS SHOWN ON THIS DRAWING. MAWTANHNG STRAIGHT IL MAX. -!III, IIII,�„_=I111-
NTS
OR OTHER UNSUITABLE CONDITIONS'THE PIPE SSHPAILABBEEOLAID
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK WITH THE HOLES DOWN IN ALL CASES
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE 8. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL ��qmm�qy��71 -
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY 2' MIN• t 0. 6"6• MIN. TREE PROTECTION FENCING
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR FROM THE DISPOSAL FIELD. 16Q�oo�p $LOPE
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS -� ®!' ONCRETE BLOCKING
c N.T.S.N.Ts. M.J. ANCHORING COUPLING
ARE UNSUITABLE, CRUSHED STONE SMALL BE PLACED AS -n n n „ ,.
NECESSARY TO ACHIEVE A STABLE FOUNDATION. T M.J. ANCHORING PIPE POURED AGAINST
UNDISTURBED EARTH
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY 6•L U n n .. C
CONSTRUCTION DESIGNED FOR M-20 WHEEL LOADING. �- -ola 4' PERFORATED PVC LATERAL,
4. DUAL COMPARTMENTS CR IMID TANKS IN SERIES ARE REQUIRED TIIA:Ncy Qj.T'rmw. V. IsE I.CVEL. SLOPE 1/IB"-i/32• PER FT. TYPICAL NK HYDRANT INSTALLATION
FOR TAWS WITH AN INTERIOR LENGTH OF 10 FEET OR MORE. - NOTES,
5. ALL JOINTS SMALL BE SEALED. JOINTS BELOW ME UOL40 LEVEL 1, END OF ALL DISTRIBUTOR PIPET MUST BE
MUST BE TESTED BEFORE BACKF1U.JNG THE TANK. PIGGED ' -
6 TF GAt44iE atnr➢p4-5 U SSP, Aa AvO I-T.`•'4l 2So GA1 2. ALL LATERAL5 70 BE OF EQUAL LENGTH. N. T.S.
MA%. LENs4'rN = bw'
o 1=C,FPL,.ry A,rq SEv E'a S.RohAC F¢FT aF Atelk STANDARD ABSORPTION TRENCH PROFILE
IS 1ZEYu1,LCrA A S �..s ll. f>S A 441 $AFF�fc .
N.T.S.
Z CURB BOX
- � a
Paine Ater rises, �lur. +� a n 2'-0" MAX. FROM
P I mist. EDGE OF PIPE
"D Z I .
1.u.w I CURB STOP
ou.)Iss4l Nr 12A1 CORPORATON STOP
R1or 11,e EXIST. GROUND �yU.rrp •� ' IN PAVED AREAS:
6epG.Mr 11,1995
van 0aoae a tree.. \ _ SAW CUT PAVEMENT
I] ch.a.r street n\n\ \ \ /,r� ,�� / AND REPLACE WITH,
�// II clan. rills, my 12601 GRADE AT UNPAVED
Wel� _ I xe: ao..vh a uebr. ere.. Property, Big a.y Head, turn of 1 1/2" NYSDOT ITEM 403.16 TOP
AREAS RESTORE TURF
Vuun.holy, merr.n county, xa York. 7� 2" NYSDOT ITEM 403.13 BINDER
ADJUSTABLE
TPR 1 ILo[ 61
a - 5 Inch.., topsoil VALVE BOX MAN 12 NYSDOT ITEM 304.05 TYPE 4
?�Ht y I 5 -21 Inches, loamy very tine .and I COPPER TUBING SOLID CONCRETE
it-2e Inc W., very tin. and
_� 26-6e Inches, costs. .end and gravel Z (TYPE K) BLOCK II_fT-TIT�L IFI_Tt
> of o - 6 loon... tnp.nu L- 1•_0" NEW GRANULAR
` 6 -xI Inci.., loamy very un. ..n,a .o VARIES - _
re yin. °and 4- MAX.)x-i+ :ache, Tin. a malalu. •anm. I (
I N M.J. GATE VALVE MATERIAL, NYSDOT #304.05
99-69 Inches, Very Lana ., TYPE 4 (TYPICAL)
6l-]1 Inches, Ein. and sodium samda
T"0 - ILInhe NIL COPPER SERVICE PIPE a - 6 Inhale, topsoil
6 -66 Inches, Seamy fine
tin° soma
IS-66 Inches, very [L1a And, motltl lag at U Inches
GARAGE
rpm + (Lot n
MQUSF. n - 9 Inches, less, V
9 -24 Inches. loamy ery (lnal .amd ILI
I 2H-II Inches tins •.na N lY
I' +d Inch:° ° °° PIPE LEAKAGE TESTING �� a MACHINE BACKFILL W/
42-72 he., ..... .oil .aldium ..and 0 < NATIVE MATERIAL
I TPI 5 !Lot 2) U COMPACT
0 - a Inch.., topsoil EXCAVATE TRENCH WIDTH -
6 -20 Inns., Lasmy very tine salad 1. WATER MAINS SHALL BE WATER TESTED AT 1.5 TIMES DESIGN WORKING Z«�AI IN 1'-0" LIFTS
20-36 Inchu, medium .and MINIMUM WIDTH EQUAL
I6-sl inch.., 11.. ...d PRESSURE FOR A MINIMUM PERIOD OF 4 HOURS. LEAKAGE SHALL NOT a (4" MAX. SIZE)
SEPTIC TANK AT (EAST MIN. TIGHT JOINT 4' PIPE sl-n rngn.., mama. .nu un. ..mil EXISTING MAIN EXCEED THE LIMITS SET BY AWWA C600. WATER MAIN SHALL BE FLUSHED TO PIPE PLUS 2.0 FT. . 3
50' FROM WELL AND 10' ON SLOPE OF 1/8' /1''T. soil observed on this property are derrived from deep .and AND DISINFECTED IN ACCORDANCE WITH NEW YORK STATE DOH 01 Of
FROM HOUSE 20'-0'
MIN starting. A uunn.l bleb water tablai only occur.d In TPI )
SEE NOTE 5 starting a Q Inchu w2u the urf•+cal. STANDARDS PRIOR TO PRESSURE TESTING. ��
DISTRIBUTION BOX If you have any que.uon. .loon it,. ,wove information please
Gil rss contact u.
TILE FIELD \//- FACE OF BUILDING
Cirerlal. II. Malnc W
GRADE 1/8" T. bolt firbntt•t
(SEE NOTE A
- 6- - /I BROKEN STUINE
CONNECTION TO EXISTING
25' MIN. DISTRIBUTION PIPE PROPERTY �\ FEMA Flood Insurance Rate Map indicates 100 year flood elevation in as
FILTER FABRIC SELECT GRANULAR MATERIAL 100%
SEE NOTE 5 - I25, MIN. LINE this area at elevation 290, which is shown on Lots 1, 4, 7, & 8. Lot 1 PASSING 2-) TO ',Be ABOVE PIPE.
tl SEE NOTE S WATER MAIN regrading is necessary if building is placed as shown. a FINISHED GRADEzzG Pi WOOD EDGE CONTINUOUS HANG BACKFILL, 6" LIFT.
- -
N.T.S.
EROSION CONTROL-To prevent construction related runnoff effecting o oc�� o o • zX4. 2+' LONG A7 ALL wNis AND B'«
other property or Hudson River, simple measures such as hay bales 5> w PIPE BEDDING 6" DEPTH,
SEWAGE DISPOSAL LAYOUT
and/or silt fences on such area must be used. COMPACTED GRANULAR BACKFILL SAND, GRAVEL OR
� �OoQd o CRUSHED STONE (TO 1-1/2")
Conform with the New York Guildelines for Urban Erosion and Sediment 0 0o
NOTES: NEW YORK STAY i._ EPAR a MENT OF HEALTH! Control Manual.
1. TILE FIELD TO BE 100' OR MORE FROM ANY PIPE EXCAVATING & BACKEILL DETAIL
LAKE, SWAMP, DITCH OR WATERCOURSE AND 10' Y! I jy},• 0 5 -
OR MORE FROM ANY WATER LINE UNDER PRESSURE. 13IH3f1S FaI{5r N@W 4_„I DATE.: -� I � ..
EXIST. GROUND rL TRENCH DRAIN DETAIL N.T.S.
2. FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION BOX -
USE DUCTILE OR CAST IRON PIPE. OR SCHEDULE 40 Ty to Certify that the pr(I. O Arran^r'nLE;.i li-fOF'VVatut'bUFJlyl aiRL� \ \ \• N O SCALE
PVC WIN CEMENTED JOINTS. / • / / -
vraL,a dispt;;st for this rc>:: jujo"'pion lei ccordancQ w.'..;T p1laly °`/`�/ /°• /!•/y
3. DISCHARGE FOOTING, ROOF AND CELLM DRAINAGE ,,n f lie In tf.::)ftice Of tht,- I riE:alth art, -
AWAY FROM SEWERAGE SYSTEM A%V WE l-l- - ADJUSTABLE /
c�pro+v�d. Consent 1' her , y grgen Lo Th filing of the n r(J rrx k'fh1Ch - VALVE BOX ///\ CONCRETE APPLICANT
4. DISPOSAL FIELD SMALL DE CONSTRUCTED PARALLEL - ul x•s.i„n30fsenient appears rr 1' o1 cal Of the L:`T Illy Clerk In 6ai�C611'danCe \�/ ' ..
WITH coNIQUR LINES. JOSEPH & DEBRA GROSS
wio tho provisions of � '+(5n t 117 of the PubIIC HI h t :(aNnd z r �\ \ \ L\111116"
2" WOOD BLOCK
5. FOR RAISED ABSORPTION TRENCH SYSTEMS HORIZONTAL SEPARATION Soo WIQ 17-15505 of tl,r.�-Envnr,nmental L '.�-araanon L b.OISTANCES SMALL BE MEASURED FROM THE EDGE aF THE FILL - \ PALMER DRIVE
/ %\/�JQUEENSBURY, N.Y. 12804
GATE VALVE WITH PHONE (518) 792-0216
RIVE OVIEW DEV
-- - NON-RISING STEM 'ONCRETE� /Z\ ELOPMENT
Y\ v
r '\ DETAILS
# WASTE SEPTIC TANK SEPTIC TANK DISPOSAL FIELD z p4
BEDROOMS FLOW (MIN. CAPACITY MINIMUM LIQUID TRENCH LENGTH BEARING AREAS \\/\ \/ / /\ , / �37, ,//� /�/�/�/� MAP OF A PROPOSED SUBDIVISION MADE FOR
ON EARTH DISTURBED {\�%O\/�(/<C\/\ . \ \�\ \�\ \�\\
(SEE NOTE i) G.P.D. GAL.) - SURFACE AREA(S•F.) PERcpLA71oN RATE (MINUTES) .. _ - - - \//,�� �%>• �/\/�� "
1-S 6-7 6-10 11-15 16-20 21-30 r \ � '
2 223 1000 27 92 TW9D %Zz 13B ,SIT 1 3. , � - AREANG JOS PH F & DEBRA M. GROSS
3 330 1000 27 ljB ILLS 183 tn( 29R. 2'1S _ __.
CONCRETE
4 440 1250 34 I l83 ZTa LL4 2'IS 314. -36'1 ' _ CONCRETE
BEARING AREA TOWN ❑F QUEENSBURY COUNTY ❑F WARREN N . Y .
+r•taaYY.a1+III°°
4' MIN. NOTE; •` . Orr NEW oa SCALE 1 1"=100' DATE , AUGUST 29, 1995
PROVIDE 6 SQ. FT. BEARING AREA AGAINST Pt H al'+�
UNDISTURBED EARTH. (6 & Be PIPE. 2000
SEWAGE DISPOSAL SYSTEM SIZING r _ PSI SOIL BEARING) T £t u�Wio VanDuserlJ Sieves
- = g VALVE INSTALLATION DETAIL �r -
�3 o, r;o LAND SURVEYORS, GLENS FALLS, NEW YORK
1. EXPANSION ATTICS, ETC.. ARE COUNTED AS BEDROOMS N.lT S � A 5NN9�,.•�.>;.om�
2. ASSUMES USE OF CODE CONFORMING PLUMBING DEVICES -" - NOTE: VALVE BOX IS NOT TO REST ON WATER MAIN THRUST BLOCKS °`ti OfESStO"N'.A�+,•°'� N,Y. STATE LIC. NO, 35617
SNTHHOWER
I.4 HEADS,
TOILETS AND 3.0 G.P.M. FAUCETS AND VALVE OR PIPE UNE. M AVFr '
pS °j lPPPP '*
N.T.S. . + (f.Y-QEVUEP 9-2S.yS sca+.r>< 91 ve
4 2,9L (50Tt, TANK) 95073-3