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�tL3i ' (! I.. ! I '� l AP','rcO rIANS AND 1*'RIT7rN Ck.Z"1 IFICµf-0"1 SHALL BE iU 4rITlf0
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--------------
L E" N D 0
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P H
S E
N 8 R
K A
Allf,ACEPLI'_0W ERS AIIJIGasNT OWNERS
121-1-34,2 Philip Carp 5_, j Carpenter RD#3,Burch Road 3
1.21.�-,� I71l.son&Jean Monroe RD#3,Burch Road
Queensbury,N.Y.12804 ,. f i ✓:.
Queensbury,N.Y. 12104 e
42 Gloria Quinlan RD#2 Box 610 ✓i
2 Stanley&Theresa Robinson RD#3,Burch Road
u'cnr>blzrY �
11 down Falls,N.Y.12839 -w-
43 Ronald&PaPatriciaBt.zrch Agnes Burch 1 % NY.1280n,:. '__.._. .. _.-
RD#3 box 227,Burch Rd 1 Eva May Hamblin Estate %Darlene Hambltad �� `
Queensbury,N,y.12804 RD#3,Burch Ro tf0
44 Wade,Sr,&Ada C.Dlackman 31 New Street Queensbury,N.Y.128()4 I.�I
Newcomb Street
'.01
Glens Falls,N.Y.12807. 3,2 John Llapes 11 eef
Queensbury,N.Y.1.2804 ,,.,r.� �` ' ✓/
45,2 Dorothy Hammond RD#2 Box 2787 4 Raymond&Rosemary Potter RD#3 Burch Road
y
Hatch Hill Road g
Whitehall,N.Y,12887 Queensbury,N.Y'.12804 1� M „ ✓ 1
45.3 James&Jo Ann Connelly RD#3,Burch Road 6 Keith&Nathalie Le Claire RD#3,Burch Road I ) j
I
7 Queensbury,N,Y, 12804 \ i
Queensbury,N.Y. 1..804 "
i ff I
7 Robert&Dawn Hotte i William&Dawn Doe'tc':h i �'
I
46 Clarence&Geneva Palmer RD#3,Burch Road j n1
Queensbury,N.Y.12804 10`nhornapple Drive
48.1 Russell W.Hotte RD#3,Burch Road Gann voort�,N.Y. 1.2831 "
8 Howard O'sick RD#3 Burch Road 1
Queensbury,N.Y. 1-2804 IJ
48.2 Christopher J.Heil RD#3 Box 249 Burch Road Queensbury,N.Y. 12804 i d9t I�¢ au
Queensbury,N.Y. 12804
1.21-6-4 Barbara Cherry RD#3 Box 24/Burch Road I., _ N _'. � 15
49( -Charles,Jr. &Marjorie Russel.RD#3,Burch Road and John Brearly Queensbury,N.Y.12804 D A r�ai ®-,-
Queensbury,N.Y, 12804 5 Barbara Cherry RD#3 Box 247 Burch Road ) t o c -_
Queensbury,N.Y.1'2804 t � �1f.� a °
50 Runt Barrett. RD#3,Bush Road ,i, S' -
8 Richard&Ann Didin Charles Russell, IV r It- t & 05, 2 1 A 9n�
Queensbury,N.Y,1,2804 RD#3 Warren Zane 1•48 pr 23actst o Bs nc(,t
51 Laurance&Marion Mattison RD#3,Burch Road
Queensbury,N.Y. 12804 Queensbury,N.Y.12804 5A -
52.1 David&Ginet:te Minor RD#3,Laurel Lane 11 Barbara Cherry RD e x Bo y Burch Road
Queensbury,N,Y.12804 y Queensbury,
N.Y.1"2.804 '- \ > I�N1 �•0 ai a J i ITi,a� �°��, r7�,
52.2 Richard L.Hoael RD 2 Box 22.0B Luzerne Rd 122.-1.3--3 Michael&Patricia Crayford 7 Cranberry Lane
Queensbury,N.Y.1-2804 .'. -'..sco 4 1 VIER G
Queensbury,N.Y.12804 t^d �
53.1 William&Mitchell_Potv.in 18 Fairview Road 4 Michael&Kathy Gray 4 Cranberry Lane 4 sg CAI N
and William Mather Hudson Falls N.Y,12839 Queensbury,N.Y. 12804 15 �. �®'� _W... o I�r Q I�
53.3 Fredy A.&Judith A.Garvin RD#3 Luzerne Road 5 Richard A.&Jean M.Guyette 4 Cranberry Lane !/ 5 . --. 0. �_..m--
17-7-1
Queensbury,N.Y.1.2804 Queensbury,N.Y, 12804 1.66AC 6 �22 6
53,4 Anne.G.Heck RD#3,Laurel Lane 6 Michael&Brenda Law 8 Cranberry bane.
Queensbury,N.Y.1.2804 Queensbury,N.Y. 12804 \ 3 _-'-
• "t A.Rick&Joyce Eaglestone 6 Cranberry Zane f ti .. .il 1 .' C`S
e
53.5 Alan&Diana Hutchinson RD#3,Laurel Lane gg
Queensbury,N.Y. 1.804 Queensbury,N.Y, 1?_804 �� ""�, B
53,6 Joseph E.&Linda(€.Baker RD#3,laurel Lane' 121-15-6 through 21 Forest Wood Homes,Inc r 1a"°:$:. _.~. 1 f. _ ra ,
Queensbury,N,L 1.2H04 50 through 58 HC-02,Box 286P •! wR �',~T p IF
53.8 John&Christine E.Marra RD 3 Box 212C Laurel Ln 64 through 70 Warrensburg,N.Y. 7.2885
„_ __I -.. 125
Queensbury,N.Y, 12804 g99 3 C°� r WAUNEN
53.1.0 Joseph E. &Linda S.Baker RD#3,Laurel Lane ----
Queensbury,N,Y. 12804 � _ (� soo i1
53.12 Audrey B.Baker RD#3,Marigold Drive �` C� r J c �5.
Queensbury,N.Y.1.2804 µ 8 <a 2i
53.1.6 Jeffrey&Kathryn Russell RD#3,Laurel.bane - .. 300 0
Queensbury,N.Y.12804 - ,,fie r N -..-____.____-_ _- --DRA WING 1V
53.17 Matthew&Julia,Malin Martindale Avenue I& 88 Qom_ a
Hudson Falls,N.Y.1,2839 P �� 1)TO'G. ®- F7-1 -- REV.DATE
53.19 Walter&Marybeth Drel.los RD 3 Box 213AA Laurel Ln Q 1
Queensbury,N.Y. 12804 C 1 O Q COVER SHEET �..__P f/29/93
53.25 Richard&Connie Little RD#3,Laurel'Lane rt
Queensbury,N.Y, 12804 f—P I,tY0U7'I'LAIV PP/29/93
z -67 1,1 6,
53.27 Michael&Catherine Melucci. 33 Laurel Lane f�('
Queensbury,N.Y.12804 r� 2.09AC C-2 UTILITY PLAN PP/29/93 y
53.28 James G. &Lois Melleon RD#3,Marigold Drive PART !'jF > ( 1 t
Queensbury,N.Y.12804 11
53.29 Daniel-C.Drel Los 28 Laurel.Lane . C-"°� GRADING&DRAINAGE PLAN f P/29/9.3
Queensbury,N.Y. 1.2804
53.31 John&Mary Sperry 15 Marigold Drive e y ,�1 � ��.-P ����IL�S 1 P/29f,93
Queensbury,N.Y.12804 l
_ ) ` �� �`° ? '�i Ia—t DETAILS FP/29/93
F.
53,33 Walter J.Symons and RR#3,Laurel Lane r � � it � �1 aA�¢ �
Anne M.Hum ton Queensbury,N.Y.12804 i -.✓ �'1�/ � 1 1
53.34 William&Maureen Leitch RD#3,Ma-rigol-d Drive @ { z ;, N LI C q fJ-2 DETAILS P f/29193
t
Queensbury,N.Y. 12804 IA
53.35 Barbara K.Ireland RD#3,Marigold Drive !
Queensbury,N.Y. 12804 0 `-- 1 >>-�,� ,M 34i
53.36 Daniel Banally 9 Edgewood Drive
Queensbury,N.Y, 12804 iR( OA{'py
C
53.37 Tracy&Margaret Nelson Manor Drive,Apt.9B
r t t rt J
93
Queensbury,N.Y.12804 i I 1
53�38 Elinor B.Guiles RD#3 43 Marigold Drive �„ ,,,',F �,:' -- p�,
Queensbury,N.Y.12804
53.39 Dennis&Donna Jackson RD#3 43 Marigold Drive i P N _ �^^,... "�pq' THESE f'I.ANS ARE APPROVED FOR CONSTRUCTION
U�" OF THE WATER DISTRIBUTION;SYSTEM-A COPY
' Queensbury,N.Y.12804
53,40 Andrew&Wendy Jause 7 Laurel Lane RiUST BE ON SITE DURING CONSTRUCTION WORKp , ,
Queensbury,N.Y,1.2804 t
53.41 Paul.&Kathleen Duue_k RD#3,Marigold Drive ;i \ � '
Queensbury,N.Y.1.2804 .0 \ must
Any Changes at deviation m approved
53.111 Collette Construction,Inc. 9 Collette Lane /
Gay the Water Department.
Hudson Falls,N.Y.12839
53,112 Mark F.David Lot#37 Marigold Drive e
Queensbury,N.Y.12804 i
53.201 Paul Sokol. 26 Laurel Lane iONINt 7AX__ F? nI tr°ls
Queensbury,N.Y.12804 4
53,202 Paul&Debbie Sokol 26 Laurel Lane zi F
1
Queensbury,N.Y. 12804 ZONING INFORMATION! APPLICANT:AL C RRONE
53,221 ICennet.h&Joyce I-ance RD 03,Laurel Lane LOCATION PLAN :`. 1N3�
Queensbury,N.Y.12804 LONE:SR1A SUNSET TRAIL
53,222 Snadra.Lanco Skoc+3 51 Areellia Drive
MIN.
I..OT SIZE:1 ACRE LAKE
Manchester,Ct 06040 AK t,E'ORC>E',NEW YORK 12845
,LOT WIDTH:150 FT,
53.231 Woodward&June Harvey RD#3,Laurel Lane SETBACK REQUIREMENTS: OWNER:
Queensbury,N.Y.12II04 FRONT:30 I-T WILLIAM POTVIN
53.232 Ole Russell&Connie Tvede RD#3,Laurel Lane
SIDE:10 FT.MIN.TOTAL 30 FT. FAIRVIEW ROAD
Quk=ensi'zury,N.Y,12804 REAR:20 Fr. HUDSON FALLS,NEW YORK 12.839
PLANNING BOARD APPROVAL � NEW YORK STATE HEALTH DEP'i. HIGHWAY DEPARTMENT APPROVAL. � ��� � MAP OF A PROPOSED SUBDIVISION MADE FOR
AL CERRONE
r bw p,lt'7i61i1�8`7,l"t"t,tpf•.I^.o t;t,ii t.Nt tJt'4iL�l&..i ka ---. __-. --. _.--. __-_- �� "+� ,^;,0 P q—t
ENDON BROOK- HAS
11
APPROVED UNDER AUITIORII-Y OF RESO1._UTION �.� v.y I,AIr..
whys 6 to ceet,fy that the pe p..r^,1�•r z sent.f t r Reapply ..
P 1 -----__.____ FAYADJOINING OWNERS
HL PL.ANNI(NG BOARD K °" '^
ADO PI r7APPME
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___ ___ -------- -- of f o Drctwrtr.M!'CHE'I_I_ r;c7� NONE Dote:NOV.1993 i
aereby apprnLert t'n euP r lac rla. „(the art tti g C
_ _ ,',,,,nt�•Clerk '? /C? C f� 1 (_� ______. ...--- _- - --
OE THE 1 OWN OE QUEE-NSBURY, NEW YORK. n which tit,F,•„I,,,-er„t.r,t r>p,,a n, .t,, $$ e�ggg]'" . lz/29/9
A L H. t1 V 0 j PRELIMINARY PLAN SUBMISSION ....;7/?9/93 �µ^m � ENGINEERING t'�C. C,.
e ate.
nr,,l a;,ro,aery Lion Ltstrx '' Johir t_.[larnen.PF. rF onus d.Noce,PE
_._. _ — - �' 40037--00
,." T"kip LAW an,S rer.4 rasa 1 i i:,u;,„tl+I,a i.
s ��r--vCHAIRMAN
HIGH WAN SUPERINTENDENT t... Revisions Oat: QUEEN E E N S B U R Y,NEW W YORK
R K
ra.
TOWN OF Qt1F.'FNSB(IR
(�fi " ti;�ar er snit rr Ra ri� COUNTY STATE' 6Y WARREN,N.Y.. Van t(�t�(f & S @ s
L C, NO. 35617 -11AF' 92P2f__.. .�...___._..__.�. ..�.a.._._..�...._._�..I �..a..,.. .� �._ # LAND SURVE:YOf?S,OLFNS FALLS,NEW YORK .,�..,_......w_.r�.�.�
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i
IXISTINC C ENDON BROOK SUBDIVISION LOT 26 "f LOT 23
f, \ LOT 34 _
\\ C T 3,5 Qr 36 LOT 37 L_OT 3B -TAPER WIND TO MEET
LOT 25 MATCH WUIN AND ELEVATION EXISTING PAVEMENT(TYP.)
REMOVE OLD PAVEMENT.. LOT 24
LANDS N/F '
4. AREA OF(ANUS WALTER J.SYMOS& �1GNF[C
MATCH EXISTING PAVEMENT-- 'D BE CONVEI'ED ANNE M.HUMMISTON
\\
MOTH AND ELEVATION 134 sq.P,.STOP SIGN&
LLOT 46 y'' \ PAINTED STOP BAR --
LANDS N/F a' 00' -. (TYP.I PLACES) N 0,5 56'00",E
DAN;EL DANAHY �„ ,� ___._. - ----. ...— 1 96'.64°
--f UOID____._- _N _.- V __ .m-____- _ __________.___ ---�- N.Y.S. DEPT, OF HEALTH REQUIREMENTS
y 25.oa _ -- -
LOT 47 , Pq�� u �� .•_, ..._, 5''6 00"u E� ��� I.THE DEVELOPER MOST FURNISH EACH PURCHASER OF A LOT
/"� 7 0' ° eT4T Lfi3_4'> WITH A COPY OF THE APPROVED PLAN
LANDS N/F \ ° I 2- 4 I .a, ,:�„ a �s
ANDREW&WFNDY JAUSE �" �• i 2,� F{,,. ,,.. ^s ' ,,. �. R=25.00'--a(}a �2 \ , �"9 2.THE DEVELOPER SHALL FURNISH EACH PURCHASER WITH AN
r'f Op -.. Z t d4�,^° 32 48 f t
`+° ;-' L° ,d ``""� `, 2,"� LOT 1 � ACCURATE AS-BUTT T PLAN DEPICTING ALL INSTALLED
^;P"^,rt a.A':`"Y 7" ,�' �;, t, egj ?sq, w.; SANITARY FACILITIES WHEN A DEVELOPER SELLS LOTS WITH
' 95 kL_. &5M.- ".,,�.�^ .s',a,,t^�` 's.."` 'k,. r1'S C0 CONSTRUCTED HOUSES.
✓� e•m f Pao
L I .' 3,WHEN INDIVIDUAL WATER AND/CR SEWER SYSTEMS ARE
f l� PROPOSED AND LED GLENS FALLS DISTRICT OFFICE DOES
LOT 48 "W I_QT•45 LOT 44, LOT 43 [,Or 42 LOT 41 LOT 40 L_OT 39 � ( )
NOT INSPECT CONSTRUCTED FACILITIES,THE SAKI FARY
/ FACILI"TIES SHALL.BE INSPECTED AT THE TIME OF CONSTRUCTION
BY A P.E.,R.A.OR EXEMPT L.L.S.FOR COMPLIANCE WITH
APPROVED PLANS AND WRITTEN CERTIFICATION SHALL BE SUBMITTED
s • `--"- _ TO THE APPROVING LHU PRIOR TO OCCUPANCY OF THE PREMISES.
- CC, L9 LANDS N/F LANDS N/F LANDS N/F LANDS N/F' LANDS N/F LANDS N/F LANDS N/F
r N �;TRACEY&MARGARET NELSON BARBARA K.IRELAND DENNIS&DONNA JACKSON PAU!_&KATHLEEN DUSEK JAMES G.&LOIS MELLEON WILLIAM&MAUREEN LEITCH JOHN&MARY SPERRY
LOT 13 r to 194,77'
34,697,sq,ft,
6 PROPERTY IS LOCATED
_ WITHIN THE QUEENSBURY
W
VC
cr, f x UNION FREE SCHOOL DISTRICT
z
LANDS N 4*1°'- 24-00 ` w n 0 THE WEST GLENS FALLS
/F i f C53.4 ty FIRE PROTECTION DISTRICT
DAVLD&DINETTE MINER °a.,' _•"' ( �?
N 05"54'41" N 5°��'��' ____. _._.._ ___ _m.,_____ _ _5 1t tl 9 LOT 2
�. �° ...._...,._._....—,__ ._.._,_.._.._ „f 6. ,.._.. ®®.�___. ...,___.__-----_.,_ 240.�14° __._. - 276. 1' _ _._ 27,184,sq,f°t, � O
w
.^---- --------- .—_____. ----_........_ _--_� ---- ._....-.__._ .____.._--. __..____ �__ .__..__ ... _ _........._--- ..____.._-_. -_----- j _...`�-�_� THIS SUBDIVISION MAP WAS PREPARED
-- ------�- I _ UNDER THE SUPERVISION OF A LICENSED
AURVEYORAND WAS MADE FROM
A FIELD SURVEY,
Ga' '
LOT 26 �3 �, -- 1.THIS PLAN IS CONSISTENT WITH THE ZONING
L[IT 12 ,� 46,7LO sq,ft. ado �' ORDINANCE OF THE TOWN OF QUEENSBURY.
Q L0 74 LC1T 15
40,229,sy,f4. t 48,256,s ft, 48,028, ft, `
q C„7 C) d/ 2.PROPOSED IRON ROD MARKERS 1'0 BE SET AT
cay to �y ' EACH LOT CORNER OR TURN OF DIRECTION.
t cc
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$w
LOT
drat f ��i n s4
3],
'� 776, t
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? .. $C
10 i FL
191 95" ' f
..teat.._T 177.57` _ 3 M1 ....
M
._
�� g .k.ID to .l f�N9:, `R ° __._____.- ,-r"1a ,\ 53.42'?PROPOSED C MAP#'S
.P�x 'S
u7
-.' S 110N 121-1- 3.427
MQN, f4?°06' as 60.00' N 05'SS CIO".E ION.
193.08' � 125.00> 12 a,00' 125.00' _ 125,00° _93.83'� =3f'2 \ \\
--'
ray r � STREET
L_1 LOT a t PLANS AFiGAPPROVED N(,C'0!STRU TICTN WORK,
\ \\� THESE PLA
k 55770 sq,f OF HEWUNLSITC�I�TFEE3Ut'IC7NFSYiTFM-AL:UPY
Ir POVOd
C
`C �?CA Gig e 4r0 Al ��., Xe
the Wa4er O+Rntm®nt.n°Bt e 8Vf
by �
w� P� An Chan es or r9evl�a/�a
0°d LDT ig l_f]T 9 to LOT 8 SO LOT 7 Cq CM G/�5( /'•:'fl -¢'.r...JA-,-ar-'•�.��-tT
C8d C� LRT IO c;y ?5,86f,sq,ft. L'� LOT 6
88,996,sq,ft, �*t\q 25,347,s ft, C\p 25,548,sq,ft, 25,745,sq,�`t, " %d. L_GT'S Led
q �P �k �t _5,869,Sq.ft.
����, 4$,036,sq.ft, CO
`\\ OWNER
!o&60 WILLIAM P 71AN
' FAIRVIEW ROAD
f 94.87' 86„34' 99,67' 125.0 f' �31,.34° 93,66' 34.<54' 90.46' f to.10, 14.91 f 64°62' 1 MOB,
HUOSON FALLS,NY 12839
_,.,._s.._.. _ .® _— ,S 05'4 "�1" A' ®„ - _ .�._.p_._._._ LANDS N/F'
��7
S 6 33'1 f" !Y __. S p6°42'15°' A S 0 5'S1"9" N LANDS N/F LANDS N/F S 05 32'21" YV
06`31'31„ W y_,.____.�..__,�_^ � YtiR ILIAM&JEAN MONROE
ICTF.{F. `1$II RAYMgNQ de ROSEMARY JOHN LiAPESE ( LANDS N/F
('OTTER STANL.EY&THERESA ROBINSON
MAP OF A PROPOSED SUBDIVISION MADE FOR
LANDS N/F LANDS N/F LANDS N/F LANDS N/F LANDS N/F LANDS N/F LANDS N/F � ��� _���^-s�°� '_•�
L.AURENCE&MARION MATTISON RUTH BARR£TT CHARLES Jr.&MARJORIE CHARLES Jr.&MARJORIE ROBERT&PAWN HOTTE ;TOWARD O'SIGK KEITH&NATALIE LQCLAIR".' �---- ----- ---- -_---- - --�- ,ta`C•-'"~�, f ..pa.', .�'4•'
RLISSEL RUS5El.. CLE V. O V BROOK PHA E 1I
3-- BOUNDARY INFORMATION --..`. __.--05/02/94 e+ L` 1F$ .e-t'`•._'_.:'i1• �'#'"•�°^•
? FINAL SUBMISSION 12/29/93 ��" > .j '"'•"`""'""""'""'"'""'.""
I ENGINEERING REVIEW 12/28/93 /`�. pa6E�%9rJ,a� !-I Drawn:MITCHELL I Scale:1"=50° Date:11/9f93
4 ,..
b FRELIMINARY PLAN SUBMISSION 11/29/93 A N E° N E' N G I N E° E° R I N G' Proje t No.ohn L.Naanen,Im E Thomas W.Nace,PE
Mn _ 46637-Cl
XtIRR q ATE GFPARTroENT OF ^o F2vI Ions Ucate WA
tJ F E N S B U R Y N E 14 Y O R K
UTS_N YCP RE'ALTR
1101'07 tO rzr9 r�.�r,r TOWNQUEENSBURY
e",elg 4t-i COUNTY OF a, en & S ev e s Surveyors
N.Y. STATE LIC. NO. 35617 MAP#9212f LAND SURVEYORS, GLENS FALLS,NEW YORK
EXISTING HYDRANT(11)�
LOT 26 � LOT 23
LOT 34
I �
r
LOT 35 LOT 36 LOT 37 LOT 38
/ 6
..�- ���� .� I LOT 2. I a r z� _S � rr
\ \
ago ,gg�GN:E`T1G' f
8"TAPPING VALVE�-
\ -6"TAPPING VALVE& SLEEVE(TYP)
LOT 46 45F' '� '^� \\���, 5tEFW(T7P
EX1S11N('6 WATER MAIN
- 1
LOT 47LOT I
l ..
,627 5q.ft.
I_oT 48
I \ 1
a
\\ I \ LOT 45 -0 r 44 LOT 43 LOT 42 LOT 41 LOT 40 LOT 39
1 Eon i#1
---- TEST PIT SOIL LOG
f
TEST PIT I SOIL DESCRIPTION
34,691sq\f
' J/ ` \ -�Aj A\ '\ 6� �t'•� lJ \�',/ { r.� ^�j `\ I 8`_54" SAND MEDIUM LOAM
FINE BROWN SAND
S4"-84' VAT TAN MEDIUM TD FINE SAND
Tp
2a CO ( / 1 ( \ D'-8` SANDY LOAM TOPSOF,
GHEE 30" MEDIUM TO ENS BROWN SAND
\` I 7p•..50" FINE SAND.TRACE Or SILT
1 50"-84' MEDIUM SAND
f
z-
- g 0'-S° "RANDY LOAM TOPSOIL
/\T �I • - J �_.- �."'/ .� I //��./^+r ^y^y� f�2•�0 SC�.ft. \'.Y I 6^...36" MEDIUM TOM
A CAN SAND
i �;.....__.._._ _.Y_. ;.... ..... ...i.. - `,\_. I' 39"-®4 MEDIUM SAND BROWN'.0 GNAT'
/ 1
.__�.....� I — D
l �'-N !� ° ` /��\ \ �' ,-°� / 99 1/h F€ORIZ BEND --- J ' ` I 1 I se«4.-37s' MEDIUM TO FINE BROWN
_ ~� Q 6 SANDY LOAM T(1
J ' 6 M1S" MEDIUM TO' FROWN SAND
RA
BROWN TO GRAY
3�DoLIMITS OF CLEARING TYP / s'-24 MEOIDUM TTO FI ePeRowN SAND
38'-76' MEDIUM TO FINE BRAY SAND
\ \ 40,11 q.f 56 sq.ft,I 48,028 sq.ft, --� ' 46,776
sip ----- r 8'-22" LOAMY MEDIUM SAND
'Eaq It I� SB" 9&" MFDRN SANDY SUr[ON ONE DART,W1I.FNSES
3 ,1 � I��+�� 'I // 1 A,,..-�... \,� \ � � �s�../`-..' � tt 1 4--.- 1.'_0 f r,F FINE LNG,O WATER
?_MIN.10 SEC. r MF IUM COA,No AND
\ 1 "" �. /
Rfz QEwQ 3
f¢3
J 1
i DO
YDRADT ASS13MBLY-}} I 1 1! f \� � �\ , ��� r° \ 1 MIN.
;
N I _._.� �._..__ f TEST PITS 1-5 RFCORQED BY HAANCN E^NGINCERINr
— ° NOVL"MHER 19,1993, NO INDICATION OF NIGH
I�_._._.... 11 1/4 NORt7 9ENQ- l \�\`\`\ \ / GROUNDWATER WAS FOUND.
VALVE,C P. /_ `�
Tri�fus aL®cK - J / \ TFsr BEND---
PIT 6 RECORDED BY H
" __ -__---_ -_ ____ o//: /^ f I AANFN ENGI^dF:EftIN,
.! .. =-. I GROIJNdWAfER WAS FOUND.
r - - — ®-_ PROPO46 3,SAP R•MAIFt _ _ / _.. " > _ \ MAY 9,1994. NO INDICATION OF FifGF!
-.
7-7
- t-- -'
f ---- _ r f
\K LOT 4
1 INCl/63 55,355 sq.r'ft. /J
25,0 sq.ft. N25,0 \.q. t. '25,00O q,ft
T
`789 sq.ft. \\ \\ \ "t ` , r \
/ l
\ 07' l 46,255 sq.f /
\ 25,019 Pq.ftn r \
----.. .-..._._____� _._..-.._.._ J .,�_.- �I ) J �:,..,.._,...._. -...J...__ t._.._. 1 ( ......� �_`, \ OWNER/APPLICANT
j -- - -- ---.. \ _ - - \ - -- J \ 1MLLIAM POTwN
FA�RVIF_W ROAD
_. ______.._._,.._____..._..-_-._....__ -_____.__-____-_____..-___.._ _. .__...__.._—..___-__ __._...____1__ _-_.-_.. .-_.__ -__-___. __-_ HUDSON FALLS,NY 1'2839
_..__.
\ ` ti___158 —- - - -L rib MAP OF A PROPOSED SUBDIVISION MADE.FOR
f N rI+FSE_�IaNSAE= ADDED FAT PI, /y/9 C'.LE'1�'. C7N BROOKPHASE .�
y a
f.APPROVED r
UTILITY
rev g PLAN
�p 7�
_ ---_ el r w� tJ J L � i'Jel1�
OF THE Vv'ATER OfSTRIiPU FION c,O f?CON6'i'RUCT(rJly 2 FINAL SUBMISSION 12/29/93 ��A'a$atJ�PU'
I MUST BE ON SITE DURING CONS'RUM-A WORK - — -- L -- --- �
l f I PER CNC�INEERING COMMENTS 12/29/93 Drawn;MITCHELL Scale:1"=5U` Dat4*:1 9f93
�y -_._
AREA OF 0 PRELIMINARY PLAN SUBMISSION iT/29/9J� _� .. ,.A.h�....a...�...
/ II A N E N E N G I N E E R I N G Project No.
kORK STATE GF�9RP'SF.*aT OF F4FALTH Any Changes OT deviation TRUSS be a pn _ _--- _
Refer to first s /C / NE LOTS e ROAD No f�visior s Cl to f�U John
E PJiaS IB PE Tl,N W.Noce,PE �aGI
b rF� F U Fd Y N E W Y Q R K
/ r GLENS FALLS PI TLICZ' Y the Water C7epartmen bowed
��g � ( IS 15.07 ACRES
�a,d�H. Y'� h..at For a,.Fr.,red deke and sSRnatcrrxl ..�....�,._........�.�
TOWN QtJENBI,tYr�, � Stem Surveyors
i HIGHWAYl)PfNTENDFNT COUNTY OF WARREN N.Y, ST'�TF ITC.NO, .35F�97 #` � D SURVEYORS, GLENS FALLS',NEW k'�lR ff
i
EXISTING CL_ENDON 13RG7C1.ft S 7J_B_IJ "I S`ION �
i
I
VACNETIC
45B
LOT
9 31,627 sq.ft.
i y
r %
�. 41 � I I
,
— I m
m \4,691s f ( \ \ \ (Q
SHED j 27.270 sq.
1 1
~\ / al
J
111111 / `'
L D�" t %� — �..._ L�3r LOT 1 a LOT 1
1, r I
L� \4Q,11L3 sq.f 43,256 sq.fit.I 148,028 sq,ft. 46,776 sq.ft
LOT 3
31,843 sq ft.
DRYa+et.t.E
e ,
DRYwELLs
LIDIA LANE
Eq
LOT 4
v —
66 Y \�
——
c _ I
if
r.F 34
fj
I fJ7' 1 C� LOT 1C3 ( \ LOT �.LDT LOT 7 G�C`G
i3'1789 sq.Pt.\\ \ 29\000 sq.ft, 25,000 sq.'ft. I 2f 0 sq.ft. 25,000 sq.ft. 25,019 sq.ft, 'l- r
i
\ \ \ \ n 2 L2`5 sq.f \\\1 �
t .__... -_.--_- I __,, _.__._ 1.-_...-I �`-- .. -._. _-r�......_ ___.. .._...._.. .•`_ ___,'-t' __ T _.-._-� �� + _ \._. -_..J \ \
OWNER/APPLICANT
Will,\ IAM POT'JIN
FIU6SONIFAEW'ROAD
1 \ \ Y 12R39
_ — MA F A PROPOSED SU_DIVISION MA C,
� P O E R MADE FOR
.
vF _,e ..� �..-'° ;°ter.�?..�� .L��
— -- 4, wF° Z�� ��1t� ICI ' ' IT
1 � w
GENERA REVISION 4/2S/94 �2 ��k G�ffi.�1]`�7"]��'G Cl,. ]D�9 Y[T J®r A G jwq 8A�j�]�
I " NOTE: CONTRACTOR TO COMPLY VATH NEW YORK GUMEUNES 5 tY'.�b�'i„mr.1.t a YP" �9G ,r r.L 3�nt7�t..f d e.e,`�$a,r.da �4.l�.s�m v
2 FINAL SUBMi SION 12/29/93 Rq�
- FOR URBAN EROSION AND SEOIA4ENT CONTROL ThIFSE PLANS ARF APPROV[ rOR C'JN`;'RUCTIt)P`a -
DURING CONSTRlFCt1DN. OF TIiF WATER F)1`>1"RIRUTION?�-,f(".tvt-A CO('Y i PER EN INF.ERING REVIFw 12/29/93 Drawn:MIi'CH(wLl_ Scale:1'--50' Date.11�9�93
P vm
MUST RC:ON SITE:URING ONSTFIUC,TION WORK _
/7 AREA OF a }PREI.IRAINARY S1 BMISSIDN 11/29/93 Eh. L.
�✓ �°+ * PY'p)E?Ct'.N().
/ ,.____ - -.._c John L.fiaanen,PE Thomas W^Dace,PE
NEW LOTS ROAD C U Y N W Y NC ��
c ,p,,,,.,;.�_ Any Changes or deviation must be approv, Is 15.07 ACRES evi,.>Ion s [7 at c') Q U E N S E� E� . E q F2 � .
Ni �
, FOR av th Water Oepa inz,
NEU YGTtK STATE DFr''ENT OF HEALTH � � � TOWN OF QUE'E'NSBURY
PAUL AY SUPS I DENT GLEN,,E iLT-3 DISTRICT 1/9 I COUNTY OF WARREN 1 i ���t s e 9� S �`t�c s Surveyors
Refer to first sheet Por npr.roved date and oignstuxol N,Y. STATE LIC.NO.35617 MAP#92121
I.ANI7 SURVEYORS, GLENS FALLS,NSf4'YORR"
wKII-I POINT EL.Eu.,»467.36
___.__�
wloTi POINT STA.-214.02.53
PM STA-21+10 LOW POINT EL.EV-485AI PM STA-24+75
PVI EL.EV-467.58 LOW POINT STA 22°4°G9.9a PMCLEM-4Za,8a
PVA STA-18-1-34.70 A.D.—2,50 PIA STA-22+85 A.D. 3,63
K�.30.03 K�,43.83
P13 EL�V�464.H3 PVI FkEV�4a4.9B
A.D. 2.O0 A.FJ. —2.50 --SG.CD'vC a
-+- II a
K K 20.02 >
Q...J
..._-1U0.00 ^"'VC' -__ -50.00'VC-. QQ C,
0 Q Q N N W
V u)N
'7 N��j W M1 �¢']� N
6fj 6Y�^{ U +UA d^V} �,
.p !�"�" U N(� ✓7
°d'
PI� .. •Tj
til W iT1 (ai�' 2,j-
r`}
/ ( JD YWf=LL.S
z
I
p
1 n d
W
<5¢
ua o t
a�I.
II i I
II'
DATUM&7,EV ._._..-._____—----.._____ ._.__._._.-..__.--...._._�_ _-_- ----_-...-_--__---- __._ __.....__..----__.___ _�.. _.____._�,_...--_-,_. _..__ ..__--._.._ __._ --_...__. _.__r � }I
_.440.00 .....-
_....- W p h p t0 'd N'i fi N j 10
In•• �SYV �'C' ,n u°�i r' ;a 1c,
of n A is co w � w
w
IJ
1 A 4 CO 15100 1 B T-00 17+00 18 1�00 19+00 20+00 21 f-00 22-r 00 23+00 24-+00 25 1 00 26+00
4
p 4 0
Y !Y 4
LIMA LANE PROFILE z �I.
HORiZTNTAL SCALE:1"=50' 12 c p h cP
F=r rn
VK.RTlCAI,SCALE:l"',=.y
p-1 VI ll
Q 1.1
F-vl
gg
R,
!}cJ
`? P14 STA 13+00.73
o PAN E.LE:V-455.27
kD.
�47.974 CONTRACTOR TO BLEND
I NEW PAVEMENT INTO
I EXISTING(SEE SAW('IJT DUCAT.)
F=r^r
50.00'VC-
ur h
n v;
t r•2 a
ca
_____._.-._..
455.00
Z N a _
10+00 11+00
NEW_MARIGOLD ROAD PROFILE
DR)WELLS HORIZONTAL SCALE:1 50'
O E VERTICAL SCALE:1 .5,
a!DUI.14,'A°t`�.0F
HIGHWAY SUPERINTENDENT _ ____ __... _ ____ _
OF N
�PS � MAP OF A PROPOSED SUBDIVISION MADE FOR
SYSTEM
NS ARtCTU
440.00THESE PLANSON
FrCPJE1 lSTk COPY
� 1._.�L..r$ Y BROOK
VOK PHASE H HE R ItINS1RUC IDN VOFG F
p$ MUST BE OuTF0ULN TOFILES
+ a
..._ m...,...,m..,»«,m........
fr CONfJd 1. GENE RFlL REVISION 4/25/9h °AEC"at`'Vo
Any Ch3nyes or deviation must be aRP _--
___._._ by the 1Na4er Depar ent. NA BMlssioN z/Lsjss Drawn:MIT Ht l Sc(e.AS NOTED
Date 11�9 93
_ .,.
r _._. /a F{ l o r7 N. aaN er,IJrV I�N ESE Ito Ik N(I Project No
10t0E) iia'Qt7 12+00 13i-00 141-00 77pp --
0 PRF L'MIN ARY PLAN SUBMISSION 11 29/93
N�. FR evI for1s C) C7 U E N S 0 C!R Y E (�R K
LIDIA LANE._I ROEILE
_�. .�...� ._.,.... � FLw.Y�O"2K �Lk_.T__E..N..,T,.LE HE._A.L.._T_N____-._______..�......�.....,.._. TO.,.....Na...»...O...F".".QUEENSPUR
HORIZONTAL SCALE:1"=50' SLEN5 FALLS vz5 2tGT
VERrICAL.SCALE 1",5' COUNTY OF WARREN ._...�.�...,.,...« Van Di s m & S Gu c s �q�
r,..v._..�c..._y.�..vo._.r�
s
ft,,feT to PSr "_.t �.kproved d1to3 06 g;ntUlls, ...m.P.
..._._".,..a.__..._.._...___�__..�.� ,__._.,.,...w_.,m..„_.,.�._.,.�...._.�__,_. _. ,...._._......_.,__.............._�..._....�.__.,..._..._,.., .._....�._.�.-..�,._.._ ___�____�___._._._,.._�,_...r.�_.,. N.Y. .STf9T.F I,IC.NO, 35617 ;bfffF'#92121 � t,fIFIVZt:iL'RTT.E'YC2T2S"e t,'Lfs1!%S FALLS,NEW Y(?Pff
MAX.FROM.._—...�
EDGE,OF PIPE
I
-t
rN PAVEl7 AREAS: -_ ..__...._ __.. _._.... .____ ___ _. ES __..
SAW CUT PAVEMENT _ i 0--- -2 0 VARIES ---
j AND REPLACE WITH,
GRADE AT UNPAVED--"� _ 1 1/2"NYSDOT ITEM 403.16 TOP EXIST.GROUND ..- GROUND _. ---
-EXIST. ��
--T\ �"' -- r-T rti/7+1 i, r,-r7 � NEW HYDRANT ASSEMBLY'- _ H k
r -- � �. 12"NYSDOT ITEM 304.05 TYPE 4 _....._ TABLE, ^�^•,�.�• '„ /'�� PER 4UF_ENSBURY WATER
AREAS RESTORE TURF �� .G,�..�...�' .T.� 1,.�:1 L' 2"NYSDOT ITEM 40,3.13 BINDER -\ \�^��t \\\ti\ �_-----ADJUSTAHI.E
Df-PART`+ENT STANDARD.
I 0
AAGIVEr30X - VALVE BOX FINISH C>RADE U•,
-0 NEW GRANULAR �;
I
MATERIAL NYSOD" VARIES
TYPE I 304.05
rI � 4(TYPICAL) �
r-> GATE VALVE WITH �(4'MAX.) _ VALVE BOX---
Zr a
I M.J.GATE VALVE
r
NON-fTI SING STEM uc �
i HYDRANT DRfP--- -CRUSHED STONE ._._.,.
MACHINE MATERIAL
Lt.W, 2-4 '� I / y _ ' _. \ � M,J.GAI"E VALVE-�NRS--�
� NATIVE MATERIAL
Dix , COMPACT -- �)
EXCAVATE TRENCH WIGTFi _... _-.._..-.__...__s IN PAC UE75 # ��� C't F��j��ttE ti.�(rV(.,7 V_._TE�_j-{�lv4a 5`--0"MIN.COVER
MINIMUM WIDTH EQUAL_ s�4 (4"MAX.SIZE) .rE -
70 PIPE PI tiS 2_0 Ei. aI- T ._-!-_ \�,.-_�..._._�.._._._ _ q{ .._ FF2 MAIN
e,- 'I --'-----} 1. WATER MAINS SHALT_DE wATER TES CEp AT 1.5 TIMES DESICN WORKING \�
I ry L{1 PRESSURE FOR A MINIMUM PERIOD OF 4 HOURS, LEAKAGE SHALL NOT \
EXISITNG MAIN __�� V4P—_ M.J.
- --- EXCEED THE LIMITS SET BY AWWA C600. WATER MAIN SHALT_BE FLUSHED
AND DISINFECTED IN ACCORDANCE WITH NEW YORK STATE'GOH Y \ % E"
_. ONGRFI"F \�- _ STANDARD'PRIOR TO PR_SSUR TESTING, C )
_ O _
_ a fill
Y
. __ IVEw TAPPING 9EEFVF.,
om
4"MIN. .//,"/ice
77
SF LF_CT GRANULAR MATERIAL,.9001'
"ABOE
ADD fACFIL 6"LIFE. I 4 N DETAIL CONNECTION T1 EXISTING PA " PIPE.
H \ /E INSTRL_A_-ION
....lY'�i'"...,.,....•._.�z_._._./"Joc,0 c.'.Er_ -` --_..r.,,.__._.`���J �1 %
N.T.S. WATER MAIN --
�� BLOCKING
PIPE__%� - BEDDING F DEPTH, NOTE:VALVE COX IS NOT TO REST ON .--- I------------------- J POUR(f DTAGAIN T
�7---7_1.1') -N7- SAND,GRAVEL.OR VALVE OR PIPE LINE. N.T.S. M,J.ANCHORING COUPLING--
UNDI;TURE3EP E;AFtTFi
CRUSHED STONE(TO 1-1/2")
M.J.ANCHORING PIPE----
5{}0 RIC;HT CE WAY
EJ.T.S.
24'-0"TRAVE.,.LANE 12,-0" / -- PROVIDE SILT FENCE AROUND CATCH BASIN -�
AND UNDER GRAIL UNnL PAVEMENT IS
PI.AGF13 OR GROIJNDCOVER HAS BEEN ESTABLISHED \_
T--3'1/2"ASPHALT CONCRETE
t h -2"COMPAGTF.'D RINDER NYSDOT IT 403.13 TYPE 3 `�
Et --1 1✓2"COMPACTEF TOP EM NYSDOT.TEN 403.16 TYPE 6
t�SWALE
r f3Al_C`.D HAY OR STRAW- � r
j ER
! NORMAL CF C S SECTION
MAX,AIIO' ! �"TYP.__ NEENAH FOUNDRY R-3513 OR CQUIVAl N( N h�, _ ._I HEAVY DUTY MANHOLE FRAME&GRATE-� To M I OPF E I V ,N r F \ �SIUt Or INLET REEF
CJS- -_.._(a OA)L / 1 '\ `,\ i - .B CKFII TIN
_. _. n l A SOIL&FOP'
o
_6hIN ALLOWADI.E. _. WING
VAR E S AS SH tPJN cI_cPE(2",) m., T ..:c„
- - __ AlT: WI wA r
ON PVC,.DIRECIED OR AS - CONErSe f
)J FLOW A BASE /
y -
BY
PttE:A5T cGNc.DrzYwELL- \ >< /
l P ECA;r coNCRErr �IT
�)U i
\, C_COMP A('if.D SUBBASE
( r (L(,"� DRYWPLL \
A_,SHOWN ON PLAN
_ PAVED WING-TYPE SWALE-Jj r
FORT MIT ER OR I
.._ _...�
etaul VA[ENT
-BASE COURSE-MINIMUM DEPTH 12"NYSDOT ITEM 304.05 �
TYPE 4 TO BE COMPACTED IN TWO tFTS i
PLAN LINE EXCAVATION WITH
t� FILTER FABRIC BEFORE
------6'-0"�-- PLACING STONE
TYPICAL ROAD SEcriar�
fYF�E,°fit, Tom .
_-_ l__ a
FOR CHANNEL FLOW FOR SHEET FLOW N Tc � � r�T >(I<>` r
`� �---STONE FILL SHALL CONFORM TO
t?� K"X3',a TAKES NYSDOT STANDARD SPEC.SECTION
OVERLAP- E_ACII HALF PRECAST CONCRETE 703--02,COURSE AGGREGATE TYPE 3
EDGES FOOLING/ y DiA _ COMPACT IN 8"LIED',
SiING
f rR(7CJNU � �� I
L conrRE FF DRYWELL DETAIL
2"WOOD BLOCK
I..--4"EMBEDMENT --10'-0"o.c.Max_.._�1 \'\�` � �j/\ `,, by � \O%�/ J \`\� eg. a
E3ALFD MAY OR STRAW DEPTH('T'YP.} , �<^ at i\' 1 \lam y., tl.t... !"s Sro°
SECTION
coNCRErE-
SIRAW DALE DIKE 36 FENCE POST
E P\ }ION BARRIER II ? +i xj DRIVEN MINIMUM 16" g °
j jJJ
N.T.S. INTO GROUND ^i
/ v« �
B
__/ .,Y\ i\ \. /rRi',/.�'e. \T`\� `" e"6:' NO VEHICULAR
EHI ULA STORAGE
.--SILT STOP FEARING AREA ��j r/\%�/r /,., .�� ..w.,, / _
+ .t EMFiED IN GROUND ON UNUISTI.i i2 RED \�\�\�j`\\i\�>\�/y��l�\��i,� �\/\ '\ I _%•�%\ LOCATE FENCE AT
OIDEIit"ENCErL'NE A
IN 4 I EAR o r/ /f// / ,,, 1i DRIP L.NE.or aEcs \
._.... .. 6„MIN.
AREA REARING
-CONCRETE PLASTIC SNOW-
w_ ( )
77 5
5.BEFORE ANY CLEARING OR GRUBBING OM'ME SITE IS INITIATED,AND DURING . T~ AREA
/ FENCE 4'HIGH \ ) {
,. --._.._ BEARING AREA r1:T
EARTHWORK PHASE`',SEDIMENT TRAPS SHALL BE CONSTRICTED IN ALL STORM
SWALES AND UITC;HES --- NOTE:
STEEL FENCE.POST--,
-- PROVIDE 6 SQ.FT.BEARING AREA AGAINST T _(.
2, SEDIMENT TRAPS SHAII.L CONSIST OF HAY BALES PLACED SO AS TO FORM A -"-SAIL BAC:KKiLI_ UNDISTURHEp.EARTH,(6 @c S"PIPE,2000 1Tri €1 Y y
PERVIOUS BARRIER IN'THF.SWALE OR DITCH,
PSI SOIL REARING)
��
3. AT LEAST IWO WOODEN OR METAL STAKES SHALL BE DRIVEN THROUGH EACH BALE
TO ANCHOR IT IN PLACE,CONVENDCNAL SNOW FENCING MAY DE USED IN I_IEII
OF STAKES TO STABILIZE BALE-TYPE SEDIMENT TRAPS,
wed TEmR MAIN_.THRUST B_LO C,KS' FENCING
4. AFTER EVERY STORM EACH SFTAMENT TRAP SHALL HE INSPECTED BY IYE CONTRACTOR FOR $�'qy
FAILURES OR CLOGGING.ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY C(7RRE',t;it;,D. _ _..-.__. __ TREE --- .
------ 36'FENCE POST N.T S.
5. ALL BARE--EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- N'EM YOEtIt STATE LAP,' 4ENT OF HEALTH N.T.S.
ABLY POSSIBLE TO PREVENT'EROSION,AND EVERY BARE-EARN AREA SHALL_BE ?' �I GLENS FALLS,'I('7:ICT
SEEDED AND MULCHED BY OCT'ODEF2 1ST.TEMPORARY RAPIDLY GROtMNG COVER � ._ _-. _.-..SILT STOP _ _-._-..-.-_..____ ..�.."...,m....... _ ..._ _._..__. .- -_,...,_-.,_-_,__�__._,____,_____,.....�.,,.,_._.._._._._......_,.____.._....�_...,,,T...._........._......_
EMBED IN GROUND rv.ocd d"e z,.nc}siE;neLtx�� ___._____ .
CROPS,SUCH AS RYE,CRASS AND MILLET MAY BE USED FOR fEMPORARY SURFACE N e"MIN. Refer$b fir>?,sheet fOt AT.p ._ _.... _.. __ .. -_--_- �;N.�
CERRONE
STABILIZATION,
FLaw_ ar;THI.FCTION Al,
6. SMALL BENCHE'S ANU TEMPORARY INTERCEPTOR DITCHES,INCORPORATING SEDIMENT
TRAPS,SHALL DE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER __ � c 1'HE9E.PI..ANS ARF Apt^f'�OVED FC16i CU a�+
//�/i/., -- __.- __.uNDisnIRB=.o GF<c;uND WORK
�• I',..i.. I C]F THE WA1 FFZ DI.,Fil{?UTION SY'7�1 GP/1-A.� g;7�� p'��y7 y PHASE
g A��, T p
GRASSES,OR WHERE FILL AREAS ARE EXTENSIVE. -... _ 4....R_el'a.1VD0 _ .i B..LASE 1-1
ML}�'"I'BE CPS,ITE OURI'G CONSTHUC'T1CN
PP OV
7, NEW SWALES AND UNLINED DITCHES SHALL.INCORPORATE MATTING OR NETTING --- _.V - yq"[-p g'l g`'�y
., 1DAb1JiF[
r' .r - r':T i9v0Cf - Oa+�
OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2%AI.E,SWALES AND , -� ;�7 _..__ __ _.___ _ _.. .. DETAILS
� Y
UNLINED DITCHES SHALL DE SEEDED WITH REED-CANARY GRASS FOR FOUR(4) SSE-`t�N �/ '� ? -'`:��"' eS nr do.a4io'•i Utz&R He aR¢ ______._ .._.._._.._.�._.._._,_..._.,___._.
rAld
IN
Any(",hdr7 S7 3 FINAL SU�7UI'SIGN 12/9/93
FEET EITHER SIDE OF THF:SWALE OR DITCH CENTERLINE,AT A RATE OF 25 ( ..% __ '"`� by th.Water OGM?�menl�7
g s
----»-,_. 2 PER ENGIN FRING REVIEW . 12/29/93 "9 ti„k5
/ i 'POr
POUNDS PER ACRE,AFTER JUNE,ALL SEEDING SHALL ALSO BF,IMMEDIATELY MULCHED. - �pR B.AQ pl7 Wx J "/9`fl /`- _
L �AE�-Nl-t- a,''7-p a,-,'$-' 8^8 i-9 t4F T1 / / --__ ._....._._ -..-...._... ___._.. --_.. L st�,,,',.'U' cola:AS NOTCD mm Date 11 15 J9S
SEDIMENT Fv CONTROL FENCE U�+gpg��y�g��e�p� ��! ! � 1 P.ROSION CONTROL DFTAI(_a ADDED 12/S/93 ,._ DDr� MFCHEL.L _��.,,,._..� �.°__......._..__
D. ALL EROSION CONTRDI MEASUREMENTS TO CONFORM TO NEW YQT3LC_5_LA_TE, N.T.S. HIGHWAY a3U RINTC.i`DENT _.. __.... -_.. _..._._. ._._._.. }I A A N E N E N G I N E E R I N C
U p�L NEs FO U N k OSION__&.SEDIMENT QNTRQI D PRELIMINARY PLAN SUBMISSION /29/93 �?f �y p p
__—_ --- -_.._......... John L.iiaar n,Pr homo W.Mace,I'F 4 6 0 3 6.,_I)l
No, Revisions D0t.e, Q U E E N S iGI U R Y,N E W Y 0 R K
159 MAXIMUM
CROSS SLOPE
ON SLOPED SITE`S I `
f,=-'OVE-RFIL.I.TO ALLOW FOR SETTELMENT' I 4
2 MAX.
'�/i��•�� �T.___.-__. EAR _.�� ;.---.UNl'REA TE.D BUILD IvG PAPER,
-__ t, 4 �/
` 11
GEOTEXTILF,HAY'OR STRAW 2'MIN.1
TH
.[ ,�c�
4"PERFORATED _ .�>__��a...ra,.:.O_.,.t.,..a:.,_a.:> _
2"�1N. I..ATERAL „a�'V�'1 �C >r
- fJXI�C>0 (Qc`r�_ V GARAGE
`--4"PERFORATED PVC LATERAL,
( HOUSE
r 1O0(7 SLOPE 1/1v--tf32"PER FT. }
r'fa On,Qcjoo I N
z ___. _ _.._._._ L 1 3/4"TO 1 1/2" -4 L
._ CRUSHED STONE. END OF ALL DISTRIBUTOR PFS MUST BE __ _ _- ( _ _-....__ _...__._.___.._.r
_ PLUGGED UNL..ESS INTERCONNE�TFD '
N ALL LATERALS SHALL BE OF r.::�t1AL LENGTH � I
0-O
--- _ � „,� � ABSORPTION_ A f H PROFILE ( SEPTIC TANK AT LEAST N. --TIGHT JOINT 4"PIPE
- 50'FROM WELL AND 10' %'� ON SLOPE.OF'1/8"/F1'.
FROM HOUSE 2D 0" -t - ''� k
MAXIMUM-- ti,T.S. tk MIN TE 5
GROUNDWATER N -.,-
r" -DISTRiCU"i0N BOX
ELEVATION
STANDARD�ABSOR ABSORPTION �hl\EI°&�„*t�lSIwl,sTION TILT.FIELD
GRADE 1/8"JET,
__.J,_._...v.__... _.._(SEE NOTE 4)
N.T.S.
10 M.N. pISTRIBUTION PIPE
PROPERTY.._....__.\
NOTES I,kNE \ "
10'MIN, \
SEE NOTE 5
SEWAGE DISPOSAL LAYOUT
NOTE a:
1. TYE FIELD TO BE 100'OR MORE FROM ANY
LAKE,SWAMP,DITCH OR WATERCOURSE AND 10'
OR MORE FROM ANY WATER LINE UNDER PRESSURE.
2. FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION BOX
USE DUCTILE OR CAST IRON PIPE,OR SCHEDULE 40
PVC WITH CEMENTED JOINTS.
3. DISCHARGE FOOTING,ROOF AND CELLAR DRAINAGE
AWAY FROM SEWERAGE SYSTEM.
4. DI"_3FOSAL FIELD SHALL BE CONSTRUCTED PARALLEL
WITH CONTOUR LINES.
5. FOR RAISED ADSORPTION TRENCH SYSTEMS HORIZONTAL SEPARATION
DISTANCES SHALL BE:MEASURED FROM THE EDGE OF THE FILL,
RECOMMEND ALL ACCESS
&CLEANOUT OPENINGS
-APPROXIMATE BE RAISED TO 5"BELOW CONCRETE',OR STONE
FINISH GRADE FINISH GRADE. MARKER ABOVE ALL
/ BERRIED COVERS,
JJJ RECOMMENDED.
# WAS 1E= SEPCIC TANK St FafIC; TANK DISPOSAL. FIELD
8 FED IC7CM'S FLOW (MIX CAP,' �M�INIMI-)M L_ICUIC) 1IFENGN LENGTH
JET--
INLET BAFFLE_.. 12"MIN COVER OVER (SCE NOTE.1) ".P.D. GAL. E�I\FA...,E__ ARA� .F.} PERCOLATION RATE:(MINUTES)
ALL 5TRUGTURFS l30� L
(SEE NOTE 3&4) 1-5 6�7 8 i i-1 6 2 13
0 1 5 1 0 2 0
_ 3 39fl _100C, - 07.._ 962 �
2 260 1000 27 10 130 145 162 186 217
M- _ _- - 195 20 244 2/9 32
_.. LIQl11D t_E VET_
MIN.SLOPE -q _.__.___.____.-_-- _--__._,_-.-.._
t _._ � -y �4 520 ...1250 3A. 216 260 290 325-.-.37 433
1l,a"PER FOOY := .---_-__..MIN.SLOPE is -`.-
1/8'PER FOOT '-- "----""
O°o ___ALL OUTLET INVERTS 5 650 1500 4f 210 32 360 A06 464 542
d?c a�iv o g0o TO BF SET A I' -
0 6 18fl 1 IjQ 325 390 433 488 557 6S
/ ro,o`O �'°o EXACTLY T14E SAME _. _.__._. ._-:_: L.>�____..L___._.�
-_ .0°" ELEVATION. _.. _a____.e._,_._.� _®....�.�_._.R__:.��..,,__.
INLET OUTI-ET
-' BAFFLES
15 E�I Tl \-PEA GRAVEL COMPACTED SEWAGE DISPOSAL +� a.:�TEM SIZING
x
N.T.S. N M Ea S:
60,
a INSTALLATION f1 C"1I P'"P"1 C°J�I_- FIELDS
(EI("'} ----1-EXPANSION Al UCS,ETC.,ARE COUNTED AS BEDROOMS.
=i `ll D I OJ!Y L..IJ
------------- MINIMUM 2x WIDTH 2,ASSUMES USE OF CODE CONFORMING PLUMBING DEVICES
MAXIMUM 4x'METH .a 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, WITH 3,5 G.P.F.TOILES AND 3.0 G.P-M,FAUCETS AND
AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. �$@�yg SHOWER HEADS.
DEPARTMENT OF HEALTH INDIVIDUAL.HOUSEHOLD SYSTEMS,AND ,d'd&"A`66�� "�
ASTM F481-`76 INSTALLATION OF THERMOPLASTIC PIPE AND A`6�Ai 3. TANK SIZE REQUIREMENTS FOR MORE THAN 6 BEDROOMS SHALL.BE
CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS, %l
� :�/ r�%j CALCULATED 0Y ADDING 250 GALLONS OF CAPACITY AND
2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN ITIE t.IMITS j f //� SEVEN SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM,
OF THE DISPOSAL,FIELDS AFTER PIPE INSTALLATION HAS BEGUN. GARBAGE GRINDERS ARE'TO BE CONSIDERED EQUIVALENT`TO ONE
Fy_-FI�•,TAN.{ Af:)DIPQNAL BEDROOM.
3. AFTER EXCAVATION 2'WIDETRF.NCr TO TtiE'.DEPTHS REQUIRED,
THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED SB5b9
N.T,S. AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSER 1�r.�}��gp�p pg pyy g q�Q
SMEARED SECTIONS OF TRENCH. k"�41Ff149F15 �p gY4 6'v� 4 THAN 500 IS REQUIRED FOR SYSTEMS W1TN A TOTAL TRENCH I.ENGTN GREATER
4. PLACEMENT OF CRUSHED STONE,PERFORATED PIPE AND UNTREATED BUILDING
SEPTIC TANKS PAPER OR STRAW SHALL,BE AS SHOWN,AND CARE SHALL BE
EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND
OTHER WASTE MATERIAL IN THE STONE AND PIPE.
1,ALL UNITS SHALL.COMPLY WITH THE REQUIREMENTS OF THE NEW YORK 5, THE PIPE SHOULD BE I.AID AT THE GRADES AND TO THE r,TK)t•
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE RELATIONSHIPS SHOWN ON THIS DRAWING,MAINTAINING STRAIGHT THESE PLANS ARE.APPROVED FOR C'QN STHI.,C'
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT, CONTINUOUS GRADES WI Tt10UT SAGS,HUMPS,SEPARATED JOINTS
2,ALL STRUCTURES TO BE PLACED ON FIRM,COMPACT SAND OR OR OTHER UNSUITABLE.CONDITIONS.THE PIPE SHALL BE LAID pF THE WATER DfSTRl PNG ON STRUC I A COP
WITH THE HOLES DOWN C ALL CASES. MUST BE ON SITE:DUFTINU C O 1$TF4l}DT€(JN WORK _
GRAVEL FOUNDATION.WHEREVER EXISTING FOUNDATION CONDITIONS 6, ALL DISPOSAL FIELDS SHALT_BE GRADED TO SHED RAINFALL ---- ,. �- ��r�'
ARE UNSUITABLE,CRUSHED STONE SHALL BE PLACED AS
AL CERRONE
NECESSARY TO ACHIEVE A STABLE FOUNDATION. AND TO DIVERT SURFACE RUNOFF FROM ADJACE'N I"AREAS AWAY C n
FROM THE DISPOSAL FIELD. Any Changes or deviation must be 8$sp O`f. fti�G' %r„7.
3,SEPTIC TANKS INSTALLED III TRAFFIC AREAS SHALL BE EXTRA HEAVY by the Water Departma.-Ot- / ..._._ ..__ _ __ _-,.___. h�° f I-,�, g`g�7 r g��y�`�j py g A{� 1g y
CONSTRUCTION DESIGNED FOR F{-20 WHEEL LOADING. / aAb T I �iAa.fl_.a1.9'D ON BROOK O K ,[��$�f.'Sr.,71.'a $.$Jp r
4.DUAL.COMPARTMENTS OR TWO TANKS IN SERIES ARE REQUIRED
FOR TANKS WITH AN INTERIOR LENGTH OF 10 FEET OR MORE. / ! �" p ,
5.ALL JOINTS SHALL BE SEALED,JOINTS BELOW THE IJQUID LEVEL_ � ,C�vy
MUST BE'TESTED BEFORE BP,CKFILL!NG THE TANK. 3 PER N Y S D 0 H �r/2f94 , , � '� ""
NEW YORK STATT DEPARTMENT OF HEALTH 2 FINAL SUBMISSION 12/29/93 Bore"J11,,
GLENS PALLS DISTRICT 1 PER E�°NEERING REVIEW 17/69/9g „-,,,_Jrawn�MI'iGHELL. Sua,o.A5 NOTED Date:11/15/93
-- -- -- -- --- — _ �3 A C N E N E N�1 N k;E R.�N G
j 0 PRELIMINARY PLAN SUBMISSION 11/Z9/93 Ag"t&�!"y���+'7
Refer Ca firs+,sheet Paa approved r.et�end st�netara John L.Ilaanen,PE Thomas W.Nace,PE "$ 0 d 2
NCO. Ravi:IanO Date Q U E EN S B N R Y,N E W Y 0 R K _