NORTHERN DISTRIBUTING SUBDIVISION PHASE 2 LOT # 10
SIZE 21.10 AC.
TAX MAP 4 137-3-10
— san_— EXISTING CONTOURS
Unauthorized alteration or addition to a survey map bearing a
— licensed land surveyor' s seal is a violation of Section 7209,
Subdivision 2, of the New York State Education Law.
E� TREL=S
Only copies from the original of this survey marked with an
TRAILS original of the land surveyor' s embossed seal shall be consid-
ered to be valid true copies.
ROADS (PAVED
Vertical Datum is based on U. S.G.S Sea Level Datum.
LOT LINES
WATERFRONT RIGIDT OF WAY RESIDENTIAL 5FMe
3 2� NAME KEY # TAX MAP NO.
( 3 ACRES) �— io _ rriYf oad
WR- 3A e a s
DIRECTION OF DRAINAGE FLOW 1 Halcyon Prop. , Inc . 146-1-12. 1
2 Seybolt 146-1-10
WATERFRONT 3 Batease 146-1-9 CULVERT RESIDENTIAL 4 Carpenter 11 1 p 146-1-5
( I ACRE_) 5 Lemery 146-1-12.2
WR- IA / 0
6 Courvi1le 146-1-4
FIRE HYDRANT AND VALVE z a se 7 Leahy 146-1-12. 4
13 PHASE 1 6 T B Rozelle 146-1-12.3
SHEETS 2 &3 w 63. 61 so 9 Egan 146-1-3
8"W Da-- WATER MAIN AND VALVE --- _ 62 J 10 Town of Oueensbury 146-1-6
—
Core Roa - -_ _ it Lapham 137-1-2
5s
se - 12 Swigert 137-1-3
PHASE 2 LIMITS __ 53 sa ss jrss s 113 4 Constantino 137-1-4 . 1
17 inne soo Ave Atkins
137-1-5
18 — — - _F 15 Stevens 137-1-6
4 49 50 ��
16 Tabora 137-1-7
N/F LANDS NOW OR FORMERLY OF 1 - 17 Bogue 137-1-8
4 18 Bogue 137-1-9
( TYP) TYPICAL 4 52 19 Lapham 137-1-1
2i 20 Richardson 137-2-9 . 51
as 21 Maille 137-2-9 . 51
137-2-9 . 52
UTILITY POLE - I—l- - - - 23 D' Amberosio Textile Reprocessing 137-2-9.9
z3 24 White , Floyd & Mabel 136-1-3
TREE LINE 22 SHEETS 4 & 5 25 White , Harold & Sina 136-1-4
I / ` 44 26 Billington 136-1-5. 1
2 0-0 CATCH BASIN AND DRY WELL \\ 27 Billing tan 136-1-5. 2
28 White , Floyd & Mabel 136-1-6
PERMANENT CONC. MARKER I a ai 12 43 29 Wilkins 127-12-6
200 2s elana aoe 30 Cirrincione 127-12-5
— 36 37 38 3o MULTI - FAMILY RESIDENTIAL 31 Conley 127-11-10
I ea 32 Conley 127-11-9
APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED 27 f
i13z3334 3s MR- 5 33 Wohlfahrt 127-i1-e
- - 34 Fisk 127-11-7
( µu '� k BY THE PLANNING BOARD OF THE 28 35 Caprood 127-11-6
TOWN U' F Ql1ELfJSIiUkY, NEW YORK. SCALE 36 Winslow 127-11-11 . 1
ao il o eoo - 1200 1600 37 Brean 127-11-1
1 .2
38 Unknown 127-11-12
CHAIRMAN 39 Unknown 127-11-13
40 Smith 127-8-21 . 1
INDEX MAP 41 LaBombard 127-8-21 .2"
42 Danahy 127-e-20
43 Danany 127-B-19
NOTE I. ZONING IS LIGHT INDUSTRIAL ( I ACRE ) LI -IA EXCEPT WHERE OTHERWISE INDICATED 44 The Contore Co. , Inc . 127-8-22
45 Baird 127-8--25. 1
46 Johnson 127-8-23
2. THE ENTIRE SUBDIVISION LIES WITHIN THE WEST GLENS FALLS FIRE DISTRICT 47 Baker i27-8-24
APPROVED BY TOWN OF QUEENSBUuti HIGHWAY UEPT , AND THE OUEENISBURY SCHOOL DISTRICT. 4e Nicholson 127-8-26
49 Sullivan 127-8-27
AY SQFI 50 Chatterton 127-8-28
P'NUL N AYLUk, fiIGHW .
3. THESE PLANS ARE IN CONFORMANCE WITH THE CURRENT ZONING ORDINANCE OF THE 51 Norton 127-8-29
UAIE
TOWN OF QUEENSBURY. 52 Baird 127-8-25.2
53 Rist 127-7-le
54 Foss 127-7-17
i
55 Allen 127-7-16
56 Brothers 127-7-15
57 Arsenault 127-7-14
APPROVED BY TOWN OF QUEENSBURY WATER OLPARTMENT• 59 Smith, Danford & Elizabeth 93-4-3
60 Yagoda 93-4-6.4
61 Smith, Donald 93-4-6. 22
�� >' etc✓ ' ___ 62 Smith, Donald & Angeline 93-4-6.21
FHOMAS�K. FLAHLRT NATEk SUP1 . DAFE 63 Smith, Donald 93-4-4
64 Carey, Mary 93-4-5
65 Smith, Donald 93�4-6.3
\\ \\\
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w�\
i
it
\� ; Ms
00 \\ \\
jj
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� 1 CS a
E OF1)-iEWA'ER . ;a SYSTEM
An
e4� - _ Asl'hy:{,�.,,st ONE i,!G"rE D Ui`tN- f ONST'4UCTf� Wt ;C
j
001
i
g�,(�EALTNSED�PROF OF S i �NCAINhRR, IS ABV10-
VA lSDUCATIOM ECTIOM M zf MEW YORK 6TAT4
Q„ AW
LLJ
DRAWN BY ENGR.
N ¢ ,rip Lfw� �����i�i��!ihrej 1K
"' �' j'/ i �o'' �`��G ' ' ''�� NORTHERN DISTRIBUTING SUBDIVISION W s, LaPan
SCALE TR DE CODRD. CHK.
As Noted
- r - DATE TECH, MGR
_ N z 1 �- INDEX SHEET Feb, 1989 �.,.� -
PROJECT NO..
893�3 -?� ' �; 86 - 1993
'��O'• A55150 °4�0
(> sE� LAND ✓' �R�FESSIONP ` �' GLENS FALLS, DRAWING N0,
I
Q LJ U NEW YORK
a M RIST-FR❑ST ASS❑CIATES, P,C,
„ . . � ._ ` LAC❑NIA,
Z w E ` ti CONSULTING ENGINEERS
nlF\,i uAMpc'uIRE
�^ DAVID F. BARRASS THOMAS W. NACEI REV
--
N _ i L.S. 49363 P.E. # 55 9 50 SHEET ❑F 7 NO. 2
1'-£
N/F BM -552
BM-509 TOP OF
OF
TOWN OF (QUEENSBURY T SPIKE
I TOP OF SPIKE IN 15' PINE i
IN 15 PINE EL. = 383.94
EL. = 382.82
66.52'
Q I yc N 06.40°07'E 283.49 ZONING BOUNDARY N 06 O'07•E 349.40
M . �
3 LI- IA SUBSURFACE EXPLORATION RESULTS
219 g8 � �
5g•2a•W I \ DETENTION FImrI L- TEST
50 BUFKER t0 TRATION AREA. 0s4
HOLE DEPTH SOIL DESCRIPTION
ADJACENT T
RESIDENTIALL \\ O SEPTIC 4 0' -0" to 0 ' -8" Top Soil
5YSTEM O'-8" to 3 '-0" Fine Reddish Brown Sand
\ I 8 3 ' -0" to 9 ' -0" (No Rock or Water Found)
2,402 AC- 5 0' -0" to 0 ' -8" Top Soil
137-3-8
0' -8" to 9 '-0" Fine Reddish Brown Sand
(No Rock or Water Found)
y� 6 0' -0" to 0' -4" Top Soil
0'4" to 2' -6" Fine Reddish Brown Sand
382 3 21 7 2 ' -6" to 14' -6" Fine Grayish Brown Sand
( No Rock or Water Found)
LI- IA a� 7 0'-0" to 0'-6" Top Soil
BM-50B n a �m 0' -6" to 2 ' -0" Fine Reddish Brown Sand
TOP O,F SPIKE �I" 'Y �,, B�
IN 20 PINE JJ; q� y '�, 2 '-0" to 10' -0" Course Reddish Brown and
EL =381.08 na ^'� LOADING
2 ►. s f Grayish Sand
/ 38 asp �A uBs DOG KS \ �~~� (No Rock or Water Found)
BUILIJING Z� PHASE 1 \
a 8 0`-0" to 0'-10" Top Snil
ss (IZ,000 S.E} �2 W -10" to 4 ' -6" Fine Reddish Brown Sand
4 -6 to 16 0' Fine Reddish Brown Sand with
oL Traces of Course Grayish Sand
REMOVE EXISTING PLUG
( No Rock or Water Found)
( \\ IWATER TD EXISTNGBII p Soil
�I �' -0" to 2 ' -0" Fine Reddish Brown Sand
/ -- �- 384 -� 8° WATER
2 '-0" to 12 '-0" Fine Grayish Brown Sand
\ G jai -- -- ---------
0 ro \5 \
N/F \ 3g6 5�50°
LAPHAAII -� QG��� R=30.00 _ - - - -- - - a PERCULATIUN TEST RESULTS
L=44.59� S 05°00 42"W
50.00 o - --
G o TEST
� - � � � E TU DROP 1"
+A'�� i 5EI'1"IG SYSTEM HOLE TEST TIM
/ \
21.016 AC. �
137-3-10 �,_3BB �p� \\ 4 1 - 2 min. 20 sec.
\\ R = 30.00 3 `�y 03-22-88 2 3 min. 05 sec.
384 L =40.31 �- - � �qi®9 /
3 3 min. 15 sec.
/ WIDE PAV \ 4 3 min. 10 sec.
24� EMENT \
V4I-TH 2` F'AVED 5 1 0 min. 35 sec.
\ ob^ ID UTILITY WING SWALE5 (TYP) / 03-22-88 2 0 min. 35 sec.
EA5E.MEN (TYPE o\ / 4 3 U min . 40 sec.
2AN-I• er `,lALVP_ STA. i24+Ot7 N� 6 1 0 min. 45 sec.
/ A 02-U1-89 2 0 min. 50 sec.
\ 7 / LOADING BUILDING BE61W NEW PAVEMENT
- 3 0 min. 55 sec.
DOCKS (12 coo S.E) ®� 4 0 non. 55 sec.
_ �,' �tN O �a PHASE 1
W� l �qNO z\ 7 1 O loin. 30 sec.
/ Rig 1 .679AC. A 12-01-89 2 0 min. 35 sec.
co/ / 7 3 i- 137-3-9 3 0 min. 35 sec.
y / SERVED
O/ 1
o J Y I E R DLION 8 1 0 min. 3L sec.
BM- 5oT E TIDN
TOP pF SPIKE °'/ I / / / 02-DL-89 2 U min, 43 sec.
E I2' PINE zI I IN ILTRATION i�ARKING 4 0 win. 46 sec.
EL.=384.24 1 I I I ' A A. --F (Ilo$PACF$�
TOsT /d 1bib/HpLE #4 °i I �� �� - - - - -- -- - - - --- -- ------------------ - - - y 1 0 mill. 46 sec.
-- - - - - - -- - - - - -- - -- -- - - - - -- -- --- -- -- -- - -- - - - - -- - - RIGHT02-01-89 2 0111ir , 48 sec.
CONY p
JI I 1 1 81 PUCT O ATER IN TO THE TOWN OF QUEENSBURY 3 U mi n. 53 sec.
os•o1'42•v I60.00 � L. 513 P220 (TO BE 4 0 min. SU sec.
N o5.00'42•E 325.00 CONVEYED TO CAREY
REAL ESTATE. TRUST
- - - - - - - --- -- -- - -- - - -- - - - -- - - -
N-------- --------- --- - -- ------ -- - -- -- - -- - - - - - - -- -- ---- ---- - -- - - - - - - - - -- - - - - - ----_--- -- --- -
t - - - - -- - - - - - ,JT - - i - --
/� 1 1 1
11 M �
N '� \ NI 1 1 1 -� BM-% 51
TOP OFSPIKE
CON TRUST 8 WATER SER ALVl� IN 6" POPLAR q
\� cr1 A 1 1 TO BEYOND R.O.W. PROVIDE PLUG EL.= 387.82
\ \' AT END OF 5E12VICE.(TYP EACH LOT') ra•� 2 _
\ \ NOTES: WATER
\ \ N
386 Q 1 . WATER SERVICE LINES TO EACH LOT TO BE CONSTRUCTED AS SHOWN.
PLACE SERVICE VALVE AT TEE. ANCHOR VALVE AND TEE WITH 2-3/4"
; 13 \ THREADED CADMIUM PLATED ROD.
\ 2. ALL WATER MAIN CONSTRUCTION SHALL MEET DESIGN AND CONSTRUCTION
1.679 AC. ® 2.078 AC. \ / STANDARUS OF THE QUEENSBURY WATER DEPAR EN O UNE-IZi,-I�87 ,
137-3-13
�\ \ � \��® � 137-3-11 y 3. ALL WATER MAIN INSTALLATION MUST BE INSPECTED AND APPROVED BY
sc
NSF' \ \ s0,3 QUEENSBURY WATER DEPARTMENT PRIOR TO BACKFILLING , DURING HOURS OF
'RICHARDSON ` ®a
yo �c y 7 :30 A.M. TO 3 :30 PM.
T` 5D RIGHT Of W
TO BE D DICATED / 388 �� SEWER
TD THE OWN Or 1 HYDRANTQ N"
\\ ` \�JUEE SBURY S 05°00'42"W N 05°0o'42"E # VALVE - SIGN C._-_-- _ -
v ABSORPTION FIELD DESIGN CRITERIA
� � � _ _ so.00' So.oo' � •s
R,3 ro USE NYSDEC DESIGN STANDARDS FOR FILL SYSTEMS WITH RAPIDLY
\ BM =506 ( \ + + C `Z SS25 s c,24 / 3� PERMEABLE SOILS.
\ IN TOP
PIKE R,3 Y� 2 2>03o .?y r USE NYSDEC OFFICE BUILDING FLOW RATE AT 15 G. P. D./EMPLOYEE .
EL. = 383.57 2S-O M - - - - - - -- - - - - - - --- 92„w
Q „ ACTUAL FLOW RATES TO BE VERIFIED AS LOTS ARE DEVELOPED, BASED
8.95 - - - - - -N 06.90'42E- 40e.00 390 390 ON NUMBER OF EMPLOYEES, RESIROOM AND/OR FOOD SERVICE
FACILITIES. BASE DESIGN ON ACTUAL VALUES.
\ \
� TYPICAL DESIGN VALUES :
� 12
-
FILL
4� ' � MATERIAL
' 3.625AC. -
137-3-12 NO, FLOW SEPTIC TANK PERC RATE APPLICATION REQUIRED LATERAL
?
TE 0 EMPLOYEES RATE SIZES - (MIN/INCH) RATE - AREA FIELD SIZE
HOLE*t5 Z - - - -
tu` PARKING 20 300 GPD 1,000 GAL. 11-15 0.8 GPD/SF 375 SF 5 0 40'
300 GPD 1,000 GAL . 16-20 0. 7 GPD/SF 429 SF 4 @ .55 ,
oti I 300 GPD 1,000 GAL. 21-30 0.6 GPD/SF 500 SF 5 @ 50,
ADJUST FIELD SIZE PER NYSDEC CRITERIA BASED ON ACTUAL NUMBER
i
o I \ vl d OF EMPLOYEES FOR EACH BUILDING.
f 0 ��F
/ 5YST1=M W T
\ i° i LICENRATION OF THIS t70CSED PROFESSIaNAL ENGINT E, IS V1 ,
EDUCATION LAW'
72�.�' S7'g lfEk1E110RK ST!!E
EDUCATION LAW.,`
ADJACEBACKNT
382 �/ (y°F LOADING G� 388 'SEE DRW G. NO. 1 FOR. LEGEND AND GENERAL NOTES
ADJACENT TO
RESIDENTIAL ZONE ��p� DOCKS
-TYPICAL SITE L UT w DRAWN BY EN R.C
RESERVED FOR \ o n NE �,, 1 ,,, NORTHERN DISTRIBUTING SUBDIVISIO4 A.
DETENTION - INFI LTRATIDN AREA \ o t� W r �,� �EQ, I t'Y o/ CALL T
A�" f• 8q ® S W "'�9 TOWN OF QUEENSBURY' SCALE , TR E COORD. CNK.
/ II %pip __ !
PHASE 2 DATE FEB. 1989 TECH// MGR
Qa
o Z z �z, LAYOUT & UTILITY PLAN PROJE Ss"-1993
50
o N Q !/ 3 0 a
\ \ 3 s 05,52'20•M 440.00 S 05.52'20•M 598.04 \ Q t 5 ¢ .93
W �; Sfp(gNDSVQa� // � SSoQ P� \� RLSTRD GLENS FALLS,
DRAWING N0.
1 92 L13z k J N O NEW YORK
9 SCALE >�, o -q�;- 1/ji: IC a 'q RIST-FROST ASSOCIATES, P.C. LACONIA, 2
o' \ N/F' I .. LI-IA "��
0 so 1a0 150 200 `° `" CONSULTING ENGINEERS NEW HAMPSHIRE
D'AMROSIO TEXTILE DAVID F
/ . BARRASS THOMAS W. NACE
RE
REPROCESSING COMPANY, INC. N _ Z LSD 49363 P. E. � 55150 SHEET OF 7 "u 3
N/F
TOWN OF QUEENSBURY BM -552
BM-509
TOP OF SPIKE TOP OF SPIKE
IN 15• PINE IN 15"PINE
EL. = 383.94
IEL. = 382.82 j
N 06.40'07•E 283.49 66.52 N 06 0.07.E 349.40
s�•W y9.9s I � � � � �Z'uVc7 Ie
�O N T�53• / L � �� 841 -- -DOS`�cd hoy o� sfi-Ocu
eo' E3uFrt5a Ad7Ac5Nr \\
To RI SII7ENTIAL ZONE on hcgh} ofs/ope
I \ 2.402 Ac. 3 and sTeepnc�ss of w �I
re z✓if�7g geode Cl p
---� `3 I 2 y PLAN
B M-508
TOP 0f SPIKE
IN 20• PINE
1 EL =381.08 J ^co w�
/ BJ
PHASE 1 � TYPE 'A"
TYPE 'B'
sa
o 10
t( \ Q p384
/
(2� 2'r2x3 �,S�olT'c"•
-- - - - - - - - - - - - - •G✓y�s / eonh bole.
N/F
\\LAPHAM R=30.0D - _ _ - - -
L=414.59 � ^ 5OS°0042•'W
21,016 AC, ,�� ' ` \ SECTION
388
384 \ L =40.31 , 0a` ` ` BALED HAY OR STRAW
i / �,��`� EMt'02Al2Y �20SI0►.l \ EROSION BARRIER
o . eiA2121E12S 19LACF, EVE2Y
1�1 1" 1500' ALONG ZOAVL R o� r 4
(TYPE "k TYP)
\ ev "\ EROSIOWCONTROL DURING CONSTRUCTION
m\
PHASE 1, 1 - BEFORE ANY CLir9RING OR GRUBBING OF THE SITE IS INITIATED, AND F1.I11If
1.679Ac. m� EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN Al STORM
,Wi \ SWAL_ES AND DI ICIIFS-
" \` \ 2• SEDIMENT TRAPS SHALL CONSIST OF HAY BALES PLACED SO AS TO FIRM A "Vi-
- � %�� / 111111 OILS BARRIER IN THE SWAM OR DITCH•
a\ ® F,OP,p It % i i i• AT FEAST TWO WOODEN OR META[ STAKES SHALL BE [RIVEN THROUGH FXH BAIT/ IN 12 PI SPIKE NE 2 i
EL.=3Ba.za dl / �' I I 1 � / TO ANCHOR IT IN PLACE.• C(NdVENTI(1NAL SNOW FENCING MAY BE USED IN LIEU
- I OF STAKES TO STABILIZE BAtf`- TYPE SEDIMENT TRAPS.
I t � /
A C
4- AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR FAII.UfT! 5 OR
I II I CLOGGING, AND ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY RECTIFI'FA•
os•oo•4z•w 160.00 � 5• AI-#_ RvARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS 1S REASON-
ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHAU. W
/ \\ ��ti ofI N os•oo 4z•E 3as.00 SEEDED AND MIA CHED BY OCTOBER 1ST. TEMPORARY, RAPIDLY-GROWING sTTWER
� I CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SMACE
LIMITS of CLEAZING _ STABILIZATION-
ti I I AT 1 DGE OF UTILITY EAS MENT _ r,. SMAI I_ If AND RMPORARY` INTERCEPTOR ,„ �� � ��' �� R DITCHES, INCORP(1RATiNG SEDIMENT
BM-5sl - TRAPS SHALL HE CONSIRUCTE'1 WHERE LONG SLOPES ARE STRIPPED OF WVLA
N \ / NI 1 1 -- s = 1
` GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE
r,, \\ I I 1 , 1 IN 6•'POPLAR
sl i I`� I \ i EL. : 387.82
10 dlus I I I •�= 1. NENEWSWALES AND UNLINED DI TtItES SHALL INCORPORATE MATTING t1R NE+ tIIAT CATCH BASINS, \0 \\ MAIN ENANGE �,_� OVER SEED AND hU1LCH MIEN THE INVERT SLOPE EXCEEDS 2%• ALL SWALE AND 02Y WELLS AMP �' , s \ EASE NT AT 1.679AC. �° ' e3_ UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (0
�, EACH WALL (TYP) /For,
FEE[ EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE IT 25
\ STn12M daAW TRENCH S 13 POUNDS PER ACRE. AFTER JUNE, ALL SEEDIN@ SHALL ALSO BE h11I..CI S,,
\\ SEE DWG. NQ !o \ \ /
IMMEDIATELY.
�\
2.078 AC. 86
N/F
RICHARDSON ";, EXISTING \\ ' \ \ `, " \ NDSCAPINGs .
TREE \ \ p�%0 y \ ..
COVER s,o I . EACH LOT SHALL BE INDIVIDUALLY LANDSCAPED AT TIME OF
\ s00 3® DEVELOPMENT UNDER SITE PLAN REVIEW.
5° si
\\ s 388 „ CLEARINQ
\ n 1 . LIMITS OF CLEARING ARE SHOWN. NO TREES TO BE CLEARED
\\ \
S 05°00 42��W N 05°00'42��E
so.00' 50.00, � - � , BEYOND R.O.W. LINE.
4 Zs-oo 2. CLEARING FOR EACH LOT SHALL BE NOTED AT TIME OF
\ \ ® / < 386 ss25 s c,z4 b DEVELOPMENT UNDER SITE PLAN REVIEW.
\\\\� TOP OF SPIKE f q•;2, 2>OIN 16"PINE
30e>4 ,Z
\ EL. = 383.57
\ �SICNcc8g8 95 Ez - - - 4 96•40•-42'E 409.09 390 390 GRADING AND EROSION CONTROL.
�� .... ` 1 . SEE PLAN FOR LOCATION OF EROSION BARRIERS. SEE DETAIL
THIS DRAWING FOR-°'INSTALLATION.
\ ; \
' I
2. SEED AND MULCH DISTURBED AREAS PROMPTLY.
s
e' ® 3. PLACE TYPE "B" BARRIER AROUND GRATE OF EACH DRY WELL AND
Z MAINTAIN UNTIL TURF IS ESTABLISHED.
,
NOTES: DRAINAGE
L DSCAPE 1. DETENTION/INFILTRATION AREAS ARE SIZED TO LIMIT RUNOFF TO UNDEVELOPED
LEVELS BY A COMBINATION OF CONTROLLED RELEASE AND INFILTRATION _
\ ro9 j 12 nl OUTFLOW. ;
2. BASIS OF DESIGN = 25 YEAR STORM._ "ALTERATION OF THIS DOCUMENT, EXCEPT By A
/ / \ 3.625 Ac. h LICENSED PROFESSIONAL ENGINEER, IS A VIA
V LAnoN of SEc7wie tM OF NEW Y®6dIS\ Sile7E3. 'SIZE AND LOCATION OF U/I AREAS WILL VARY DEPENDING ON ACTUAL SIZE OF EDUCATION LAW." BUILDING AND PARKING AREAS AND _INDIVIDUAL SITE GRADING PLANS. THE
/ 66 m SIZES 511OWN ARE SUFFICIENT FOR TYPICAL " .,3 ItIG AND BUILDING AREAS
'� NOTED.
388
50' SETBACK 3g2 /p - -
ADJACENT TO y�' �� SEE DRWG. NO. 1 FOR LEGEND AND GENERAL NOTES
RESIDENTIAL ZONE rs"�3p. / .
_ W
/ LIMITS OR "'I IfI�ICAL SITE LAYO \\ a pF RE{yY `°\\t �// DRAWN ev EN R c
�� \ o F F�};; v NORTHERN DISTRIBUTING SUBDIVISION VROYT
CL�ARI \ �P \O F° Eq,A, o'p �`\'`P (��'ll\) .1 .1., SCALE T DE COORD. CHK.
_ Co o�� qgs�� e?'R2 CF' f y TOWN OF QUEENSBURY 1= 5
- - aT
0
I * *- D E TECH MGR
- --- ,. .-o. =R
P 2
o If) �, 1 DRAINAGE., CLEARING, GRADII G &1 FEB. 9b
O Z ��' _,� - - PROJECT NO
° o o �'2 �° c9s�s ��°Q '' 0SstSo , EROSION CONTROL,, PLAN 86-1993
S 05°52'20'W 440"00 S 05.52'20•w 596.04 n fn ySFQ IE ND ,J4.•;. ,,?Q $cJ�11�t'���� DRAWING NO.
38' N/F ~ a mLu D ® GLENS NEW YORKLS
D'AMR®SIO TEXTILE sc��E 3g� 2I E RIST-FROST ASSOCIATES, P.C. LACONIA,
I REPROCESSING COMPANY, INC. o so 0o so zoo DAVID F. BARRASS THOMAS W. NACE CONSULTING ENGINEERS NEW HAMPSHIRE
/ N -
o LS# 49363 P.E. # 55150 REV.
z SHEET 3 OF 7 NO. L
` 4 Ii
IREPAIR CORINTH ROAD WITH:
illiq 12" NYSDOT ITEM 304.05, TYPE 4 SUBBASE
PHASE 1 3" NYSDOT ITEM 403 . 13 BINDER, TYPE 3
2" NYSDOT ITEM 403. 16 TOP, TYPE 6
5
SAWCUT EXISTING PAVEMENT EDGES
161 t7 �
CONTRACTOR SHALL SUBMIT PLAN OF MAINTENANCE AND PROTECTION OF
TRAFFIC IN ACCORDANCE WITH NYSDOT MANUAL OF "JNIFORM TRAFFIC
CONTROL DEVICES AND STANDARD SPECIFICATIONS. PLAN SHALL BE
�g6 PREPARED BY A REGISTERED PROFESSIONAL ENGINEER AND SUBMITTED
FOR APPROVAL PRIOR TO CONSTRUCTION.
®• S 26
/S 42"H IYlT'
• 3ao I MINNESOTA AVE.
M 0 /
o
PROVIDE 48 HOURS ADVANCE NOTICE TO ENGINEER, WAT'cR DEPARTMENT
? �% 41 AND WARREN COUNTY BEFORE TAPPING 24" MAIN. CORINTH ROAD
S 05'00.42"w
Z 300.00 ������/ s os oo'4z^w 350.00 CROSSING SHALL BE DONE IN 1 DAY.
- - - - - _
0
30' REAR (TYP) O
4 - -
0
1
to
_ - 30, 30, S0�
=2> °p <c`yu az \ SIDE SIDE (} FRONT
/ 21
I (TYP.) (TYP.) IJ (TYP) w
\ \ \ \ 2.231 AC. 3.572AC. 2.986 AC. M PERMANENT IRON ROD MARKERS TO BE SET AT EACH LOT
° \ m CORNER AND CHANGE OF DIRECTION.
M \ \ 137-3 -15 137-3-17 137-3-19 b W
\ \ \ \ 24 WIDE PAV5,MENT N Z
WITH Z' PAVED -) REINFORCED CONCRETE MARKERS (4" SQUARE AND 3'
INGSWALES (TYh� W LONG MIN. ) SHALL BE SET AS NOTED ON SHEETS lit AND
TEST \ \ \ E i14 . MONUMENTS WILL BE SET AFTER ROAD
O
/ HOLE#6 \ \ \ \ e• 3 CONSTRUCIION IS COMPLETED AND BEFORE TOWN HIGHWAY
\ \ \ \ \ \ 8 DUCTILE IRON y N SUPERINTENDENT INSPECTS THE ROAD PRIOR TO
DEDICATION.
WATER MAIN
X
O
o F012 F TW2
\ �s \ \ 9' \� WIDENING vOD NF- 2OW.
`° Q \ ` a
\ \
386-� s 150.00 N/F EXISTING Z4 WATER MAIN
—�
I �� �'s ` -GONSII2UGT 8 WaTEFZ SEIZVIGE HULL - --
\ \ \ \ \ \ \ VALVE TO 3' 13�YONP 2-O.W. PIZOV)PE o GARAGE PLILFW& WATER NIAIN INS7ALL.A-TION
W (DI21NTN In? PIZOVirp- 7EMPOIZAI2Y
386 ---� \ \ \ \ PLUG AT END OF SERVICE.(TYP EACA LOT) 0 DRIVE PF.TOUR 24' WIDF. WITH 8°CRUSHED STONE.
NWIRITAIN 2-WAY 72AFFIC WITH
}�I I BM 505 0 ` \ BM 513 BLDG. FLAGMAN AT ALL TIMES,
TOP SPIKE IN 12 hod, \ \ \ \ \ \ TOP OF SPIKE IN 8° m
I POPLAR EL. 388.13 \ FP ye ` \ \ O�Q` PINE EL. 390.08 "TOGETHER WITH THE RIGHT TO
\ \ \ 2�' FOR A 20 FOOT ROAD , 8°TAPPING VALVE AND 24
386 (FORMERLY WELLS ROADS SAbbLEI RDCKWELL TYPE
HYDRANT VAL Hoiea — — — �R� kZZ EPDXY COATED WITH
N OS'00'42"E 150.Oa
-
� Sao°59' ie''E2 � /� I STAINLESS STEEL BOLTS
S 05052 20"W \ \ 9g' �=a— FORMERLY WELI G ROAD UNIMPROVED TRAIL SW 54 55°E 6 72'—�
INSTALL WATER MAIN IN 16"
20.00' �� / r _`�3a6 ` � � � ry y /� R=3o' L=4z0 STFI L SLEEVE rRDM G' BrYDND
o �,o---, `a _ �`L \ - - - - - - - - - - - - - e5•eo•+re^tr 3r9.99 - - - - - - - - - - EDGE OF PAVEMENT (S. SI DO
- - - - - - - -S-0Y'00, 42`w- £'50.70-- - I
m - - - - - - _ _ _ To o BEYDNb EDGE 0r PAVEMENT
- - - - -
(N. SIDE) O/2 TO NEW VALVE
4 Q W41CNBVEIZ IS LONGE)Z.
ry ° Cc ter - _ CAR;E Fi AD O RIGHT OG WAY
- - - N---O S' \\ 2-0-0- - - - - - - - - 2- - - -- 8 - 0 -- - - - - - - - - - - - - - - -0S�(�42"E- 2-69.93 --
----- - UILISMNT U 14- QHYDRANT 4 VALVE - - - - - -R-= 3\0-
,
a L= 47.16'
N 05000 42"E
//)) Pl= ' z I
°, lo.s2' EbGEDrSHOULDER \� 3
z Q� I tiJ oTE
+ I,Jv-r(� MAIN pvT/� TAIC�NI FRoM
/ `''QtJ�ENs�111�'�' l�4TER s-fOFLq�� � p IST�113UTIC7ti1
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N/F I NOS°52' E
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D'AMROSIO TEXTILE I 14 � / I6 / 18 20 MINN�soTP w>=r.ILJ� �r!_p IN�IANa Aver-�L1F"
REPROCESSING O / �� Pr�•et'aREp 13Y I<EsTtJ�z �NGIr.1���zs
/ m0 P4T APT Ig72 .
COMPANY, M I 6.454 AC. 3.140 AC. o 6 2. C. l 2.871 AC. "
INC. " 137-3-14 137-3-16 �9 �,� /137-3-18 / 137-3-20 M
O / ro
N/F
3 m
TORRINGTON -� � — M
INDUSTRIES, e P 0
N N
N
e / TEST
INC. v HOLE*9 vv
Q: z
� / z z�
_ / v
3Tp \\
3
SIDE SIDE TEST ') (TYP.) I LI-IA
HOLE#7 s6
372
SIDE / �� / 386 / I ZONING BOUNDARY
g (TYP) �- 0 r - - -- - -- -
O
` (
'5 50 ADJACENT TO RESIDENITIAL
ZONE LOT 20 ONLY), 384 MR-5
30' REAR (TYP) / 388
384 S OS• 5'20"W 375.00 S 05.25:20"W 307.84 _ _S 05'25'20'W 290.00 S 05. 25'20"w 299 97 Z
N/F 3a$ LI-IA ; / -ALTERATION� � I ��G; ERR,,IS A®vC.
_ 10
WHITE
F 6A?ONT 3E r1N Ml OF NEW YORK STATE
BM 503 I a LDIJCA LA
502
TO OF TOP OF SPIKE IN 24 B M OF
/ TOP OF SPIKE IN 12 1 , TOP OF SPIKE IN
PINE EL. 385.07' �- PINE EL. 384.71 \ UTILITY POLE #88 SEE DRWG. NO. 1 FOR LEGEND AND GENERAL NOTES
/ \ EL. 387.03 I INDIANA AVE.
\ I \ \ \ \ w DRAWN BY ENGA. K.
p �,E ,��tt4F� �n, T NORTHERN DISTRIBUTING SUBDIVISION NADYT
.�4.0 w YO �*�����Fr, ,. �� j�� 4�
�P oti'%bWN9 9 TOWN OF QUEENSBUR; SCALE TRADE COORD CHK.
m co
(� * - - —
PHASE 2
DATE TECH. MGR.
I ,. ,Lu` _ FEB. 1989
�
LA�OU`f AND I�YTLTT PLAN
!' w z p G ro e� oQ '.c�1'�•, c= PROJECT6-1993
0. Z o - 0 4g 3 k,�
W to ] CL r (/� hS� LAND
DRAWING NO
p F a ` f 7i ESS1Q tt� D GLENS FALLS,
w � � m w O NEW YORK
Lu � o 'Al z o ! , RIST-FROST ASSOCIATES, P.C. LACONIA,
CONSULTING ENGINEERS NEW HAMPSHIRE
DAVID F. BARRASS THOMAS W. NACE REV
� L.S. #49363 P.E. 55150
SHEET 4 OF 1 NO 4
/ \ I' 4
\ � I
PHASE 1
Im
5
I 6 �I i 7l
�a
/S 92+u 'ClT'
V• 3\0� I I MINNESOTA AVE
S 05' 00' 42"W 300.00 /// /!/! 5 05' 00'42'W 350.00 -
/ 386 z
o
50
$ \\\ \
30' 30' FRONT
(TYP. )
OD E SIDE
/J4c,
\\ 15 I (TIDP) (TYP)
II \ \ \ \ \ 2.3231 AC. 3. 572AC. 2.986 AC. �M
M \ \ 1 I m
\ \ \\ N
M \ w
\ \ m
O / TEST h
HOLE 6
I
m
V I
\ \ .
ks \\\ \\ TEMP02A Y 120510N 0&2121E125 \�
N � "
PG SW RVER b FOR EUTUIM
\ I // m,\ I I Wlprt\IIIJG OK CORIf 1TN RD
Asa\ �� Fv vvv `vv v I - � 1 ��-,-�, s os• 00' , Aso 0o F iI
J / D WELLS AND ST02M o UL _
\ D
CA CN BASINS, RIVE
� ---� v V �� Y HULL
386 -
GARAGE -
AIN T2ENGNES (5EE DWG. NO(p)
- -
HousE
\ BM 505 \ o ' ` V Avv '� BM 513 eLDG.
u� I TOP SPIKE IN 12° �oe� y vvv v\ /� TOP OF SPIKE IN 8"
e� +Q ` PINE EL. 390.08 m
r � POPLAR EL. 388.t3 �� \\ \ . \\\ \ \ Q
-- 386 -- TEST
I HOLE"8 N 05' 00'42"F 150-GS F
RI Y`WF ° 9 18 E 2
,� o - u -594 54� 55'E 6 72'
\� -- - - - `7� --- - FORM LIS ROAD -- - - _ -�-
_
�' � + �'-� xv r K'X�` - �� "r' Y - Y, r�- >C�-vY-✓�' w-_ry_
� 8� 'ram" '�,r Y Y �_ - -
SOS°2000 E / -. ---- 386-ti_ \\ ti .. R=3O' L-4 09�
�� /^\
`MP50:70 �'^'^L J` ~�~-9 05'60'42'Yr -3 r4.99 o
10 RADIUS '- — _ _ - _ - _ - - _ - _ _ - _ _ _ - _ - _ _ _ _ - - - O
MAINTENANCE -- - - _
m *F DRY WELL. TYP R 3 < ` / R AD 38S 381--- --- ----�38b-- --- ---- --- --- ----�
3g5
���, _ C __- _____ -__-- -_-____- -_ _- - - - - -
2 _ - - - - - - - - - - - - — - - - - - _ - - - - - - - - - - - - - - - - - - - - - c O
2B0-D0- - . " -00'42=E- 249 3
\ R= 30"
L= 47.16'
a /
N L/
I � LIMIT OF / Nos°oo'42"E-
Z
0 62'
GLIEA21N6 AT I;DGE� -
C OF UTILITY EArof OeNIT / I O
U
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NOS° 52 20"E
20.00 16 � D xls7Nr, — 20
N/F COVER
D AMROSIO TEXTILE 6.454 A.G.
_—
M I 3.140 AC. eo - 6 2.1T6 AC. / 2.871 AC.
REPROCESSING /
COMPANY, -
o
INC.
O
TORRINGTON
6 / \ m 6 TEST p
HOLE"9
INDUSTRIES, � C m �a , ��
P
m .` / 2 / Z p
INC.
w 50
M /
SI
.k{ 3J DE SIDE
(TVP) (TVP)
TEST #
HOLE 7 ��
30 372lb
.
SIDE �386'(TYP)
\ �0 2 \ _ _ �/ 50 ADJACENT TO RESIDENITIAL
(ZONE ( LOT 20 ONLY),
38 q
30 REAR (TYP) 388
384 ' �5'20"W 375.00 - _ _ S 05' 25'20'W 307.84 f/ S 05'25'20'W 290.00 S 115' 25'20"W 299 97 N
- - �� -- ---- --- - - - - --_- _ w MOD
OF TRIM OMMENT EXCEPT BY A
\ l ,-� E PROFESSIONAL F N�ER. 13 A O
-_ _ -- N/F Aga � J t\�/ - - c Ti,I�°i►"rl n ur°'=°'° �r ��1 Y®R� STATE
� WHITE I 1 `
BM 504 TTOPBM
503 OF SPIKE IN 24" BOP OF SPIKE IN
O
TOP OF SPIKE IN 12 PINE EL. 384.71
PINE EL. 385.07 ' UTILITY POLE #88 SEE DRWG. NO. 1 FOR LEGEND AND GENERAL NOTES
EL. 387.03 INDIANA AVE.
NORTHERN DISTRIBUTING SUBDIVISION DRAWN a EN R C
oF`P'FIbr�F�W"7Y7°Aii� Q.NOYT
ul
,`P F bgti. dip \��'`C�' ��(•4/ Oi7�.'/-��i SCALE 7 DE.000RD CHK
s 70
y ey\o R9s 4�.\c� ��0 CF., TOWN OF QUEENSBURY A
s m ® + ; _ 1 = 50
PHASE 2 DATE TECH MGR
DRAIIyAGE, CLEARING, GRADING FEB. 1989
PROJECT NO
o Z Z N® 4936� ��� `2�r. ' EROSION CONTROL PLAN ' 66-1993
ZN o Q tchs w . R` •.Or2''jR.,,��ry5J515D��.p+ 4?r -
3 s� -3 <n AND DRAWING°j°/ O+ CJS`V��j�\ DRAWING No
GLENS FALLS,
V
w 0 NEW YORK
�LIR w o
c:o RIST-FROST ASSOCIATES, P.C. LACONIA,
�.'u ,l` � . ,Q ca. CONSULTING ENGINEERS NEW HAMPSHIRE
a
DAVID F. BARRASS THOMAS W. NACE REV
N - Z L.S. #49363 P.E. # 55150 SHEET rD OF Z
PLANNING BOARD APPROVAJ.,
CURVE 3 CURVE 4 CURVE 5
PC = STA 24 + 76.68 PC = STA 35 + 19.16 PC = STA 41 + 14.21
PT = STA 34 + 19. 16 PT = STA 37 + 54. 78 PT = STA 43 + 49.88
/ R = 300.00' R = 300.00' R = 300.00'
T 00 T = 124 .2.6' T = 124.26
L 942.48 = 235 .62 L = 23S.62
\,�, � / o L = 180'-00 -00 = +450-00 -00 0 = -45°-00'-00
LC, = 600 S840-59 -18' E LC, = 229.61 N27°-30 -42 E LC, = 229.61 N270-30 -42 E
STA. 24+00 AIJD 41-0° niA.
CATCH 15ASIQIB IA413 WITH
17 DRYWE.LLS WITH 0 ) 2'- al' -VF-FTICAL SEcT100
x ' PHASE 1
5TA. 49+00
CATCH BASINS SA 0 5 O'7
t71zY WELLS O
4CcFss ^ ' o
_ 9
II
PHASE 2 C1$4
I I STA. 26+00
CATCH f3AsWS 2At 5
1 �
I
CURVE 3
T I I 1 I 1 O° ' / i' • �''' ��a
CATCH BASINS SET AT WING SWALF-
INVERT. CDNNECT TO DRY WELL
CURVE 4 WITH IT' 6002UGATED STEEL PIPE (TYP)
k 1 v 5EE DETAIL DW(>. 7
4-r pFzG�lf 1 TI2FIJGN
o \ ( s 61UTILITY EASEMENT (TYP)
25 _TC—S-27'-70`4Yk—
_ _ 81 (WATER MAIN LOCATION ) CURVE 5 /
300' STORM PFRAIN TF'ENGH
STA. 41 P-50 / ' CATCH FSASIh 5 IA+�
\ ' _ — _ — — — GATGH 6ASINS &A4� I / ��� '
— — — 0e *r- v DRY WELLS ' / ' 9yo
` \ \ \\ \ \ � ' — tb. OC•IF 2r 30'42*-E
ALS
�i'�K \ •� �ti�r / ' / ' £ ° STA. 35.+50
� g � se oo',2•v — — — — — — — — / ' ' '°C°° GATGH 6ASIrrS SAS'vc
N /
' SCALE
\ _ ---- - 'f S7A. 34+00 300 STORM pRAIN RE11u I `
GATGH+B DINS 3A FS - - - - - �+ae �•�12`7� OZ* CIATcH gt.slNs 4A g a 50 !po 150 ZOOTA. �6
�t7RY WALLS � 2
3001 ST®RM D(tAIN TRENcrd
P.V.I. = STA. P-5+50
24+00 FLE.V-= 38-7.45`
BEGIN NEW L.V C. = 20O' I. PV.I. STA.37+OD
PAVEMFNT M.O.= -0.25' EVLFV TA. 32+ ' ELFV=3 00'
FLEV. = 384.20 L.V.C. = 300
L.V.C.= 300' '
M.D. _ +0.829' M.O.= - 1.204
ul
95 FINISHFD GRADE � (A 395
r
u
1 � mmmIll
�- -
MEET EXISTING GRADE �j W uJ
PHASE I ROAD
+0.50% - -- - - - - - - _ — — vF - _050/ v � Z - - - - -- - - - - - - - -
385 - - ----- -- - - - -- - -- - - - - - -_- - -- 395
GATG-I `.NI`1 �rDRYWELLS EXISTIN GRADE -- - - - _ -- - -- - - - ----- -- - _ - e
Garu { slNs# PROPOSFb 81WATI RLIN 5'MIN.To MAX. BALD EG.
W�LLS pPnlrJ ENLH o _s v -
- —• "— — — — —'
380 — — — - - - - - - - - -- - - — 380
O In O 0 sF 0 ® off- r N N - N oo - ® �, �� N ® - r o
9 N O n _ A) r ti oo a _ 0 19 � - 4) - >n y � N In Q
oo 9 9 r �i r u� r �i s ui u5 Ici >n �i �i d Ki ¢i �` J 9 r ro °® ® ° a p M n Ks �n �n 375
r') co OD co W 03 OD oo OD co 00 oo co Do 00 oo m 09 co 00 00 00 00 00 a� ro cc 00 co 00 oD 00 oo CD 00 m 00 CO 00 OD o Iv ni -
375 % rn � ►� In In n rn sn K) in rn fA � r4 I) M I) Pq � in � r0 0 In � ,� K) to rn � K) M rn In Kr M to rn p K1 In in rn M �' M1 ro Pn � P�1 � � rn in
23+� 24+00 25+00 2b+00 27+0D 28+00 29+0 0 30+00 31+00 32+00 33+00 34+00 35+DO 346t00 37+OO 38+00 3`I+00
PROFILE
1 '= 50' HORI STA. 49+IoO
1 '= 5' VERT. P.VI =STA. 48.50 FDGE OF PAIVEMENT
RV I. = STA.4I+00 5LEV. = 384.(65' CORINTH ROAD
FLV. - 38(°.?5' P.V.I=STA.44+00 LVC _ ' SAW CUTEXIISTING
LVC. = 300' L.VC= EOO'
M.D.=+0.81o3' L.V.G.=200' M.O. = +p. 375/ PAVFMF.NT
395 M.O.= -0.45' FINISHED GRADS 7395
m
N �o a-N � Q
390 w Q U w m 390
o c{1 - P4. � �. 4 lu uL
`— — — — — —\ —_ _ ' 7- -
o rz
•ALTERAT1011 OE THIS 601C MERT EXCEPT By A
5 — ' , _ — —_ —— — — — — to LICENSED lROFEL3POWAL ENC R�ER, IS A VI0.
385 LATH OF SEJ Tr �s TORK STATE
_ �o STOrzM I� ?RAN Y W LLS EvucAnae u►w•
14
_ _ _ 3ov sTa ATCN t�4sIN �
—�� RY WELLS w 9pIHHiI/// DRAWN BY EN R.7
PRO OS'ED 8 WA ERLINE 5 IN TO M B�Low — — eNL -o. Y ` 4�CF NE yn \\����Q�N W'yo,o� NORTHERN DISTRIBUTING SUBDIVISION P,. HOYT f�//d
300 - - - - -- - - - - - N
1D 't �\O 'W SCALE T ADE COORD. CHK,
— 380 N � y®�. T° BAk s� �\O.P�� � yy TOWN OF QUEENSBURY As NOTED
p N O �. u) In to pp.. ® m N _ _ *= PHASE 2 DATE T CH. MGR.
ro r 9 Q rn _ Pp a N _ o _ I- a - Nt n _. rn - w _ 0 9) N N Jo # .-� rr-: `�- FFB. 1989
ao a w aD r I^ I� n r I� r- m C6 00 0 00 03 Oo - �, ci � u r '9 � � to v Vj Z rn C'i = - PLAN AND PROFILE
60 00 Gr OJ o� d1 W OO (A 00 00 00 ar co 00 0o OO CO OD 00 OO 05. co 00 Ib W 00 W OD 00 OD 00 00 00 O @ _\ PROJECT N 0.
3�5 i in rn 10 In rq in rn r(1 r� In rn ro 0) Nl In sn � rn rn r� r� rn n ,n n rt� r�1 rc� r�1 r0 � rn rn r0 rS 1� � M � Pn rn rn 315 N �n Z 0 �ec� N®. 49 ° ''`,c` =.,� Cea �+A R E Y ROAD Sh-1993
39+00 4D+OD 41+DO 4Z+00 43+DO 44+00 45+DO 44,+00 41+00 48+00 49+00 +.(°O 5D+00 a ; �SFDLAND �0 �C1P D DRAWING No.
GLENS FALLS,
PROFILE
W Mai
® NEW YORK
1 '= 50' HORIZ z w RIST-FROST ASSOCIATES, P.C. LACONIA,
1 '= 5' VERTw - CONSULTING ENGINEERS NEW HAMPSHIRE
N �cj DAVID F. BARRASS THOMAS W. NACE REV
L. S. t 49363 P. E. t 55150 !SHEET 6 OF 7 NO
H.H.SULLIVAN,INC. 504766
RE Co M M 1=ND ALV Ar-c 'II Co�vc R E c �roN�
C1-rc#�.KOIN OPE�1ltvG5 MARKER ABOVE P L l- 3 VARIABLE
APPRDXIMP.-TE BE RA\SED TO (o" BcLarl BUFZ`ED ERA KcCl�NtMEtJDED PAVEMENT FINISH GRADE NEW HYDRANT ASSEMBLY
f=IN151H GRADE l=1Nl5N C EDE . PER TOWN OF QUEENSBURY STANDARDS O IN LAWN ONLY
O
GRAVEL FINISH GRADE 6 C❑NC, PAD
IZ" MIN GOVEFZ OVE(Z II — 1 = f—SHOULDER
•ALL STR.UC-TUc2�S r_ T �� ..
I — VALVE BOX I NOTE: ALL WATER MAINS SHALL BE
Z 3 AWWA NED ACTT-0 IRON
3 HYDRANT DRIP IRONA.PIPE CTILE >
3 LIQUID LEVEL � e p _
ALLGJTI�T IN�E 11 w BROKEN STONE z
DISTRIBUTION COX TOf�sET AT EXCAVATE TRENCH WIDTH 3 ALL MATERIAL UP TO 12" OVER � 6' GATE VALVE
T)-4ES�aME MINIMUM WIDTH EQUAL THE TOP OF PIPE SHALL BE CONCRETE THRUST BLOCK POURED
e�E�PT or L TO PIPE PLUS 2.0 FT. PLACED BY HAND IN 6" LAYERS. AGAINST UNDISTURBED EARTH. BLOCK o WATER MAIN (SEE PLANS
� 6' FITTINGS I
B� L MACHINE BACKFILL THE REMAINDER T❑ HAVE SAME BEARING AREA AS FOR (AS REQUIRED) Ln FOR NEW MAIN LOCATION)
SEPTIC TANK . W/ NATIVE MATERIAL COMPACTED 6' DIA. PLUG, PROVIDE ❑PENING FOR
1 . ALL UNITS SHALL BE PRECAST CONCRETE AS MANUFA;TURED BY FORT MILLER OR EQUIVALENT . IN 6" LIFTS TO SURFACE. HYDRANT DRIP,
� PIPE � (4'° MAX. SIZE) 95% COMPACTION PROVIDE MIN. 2 CU. FT. (CRUSHED �. � ;.
M1t 61MUM 2x N�IC3TF l
z . ALL STRUCTURES ro BE PLACED ON I FIRM, COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING I STONE AT HYDRANT DRIP. 6' . .
FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO CHIEVE A \
STABLE FOUNDATION. /
THE DEPTH OF THE GRANULAR BEDDING BELOW THE
BOTTOM OF THE PIPE SHALL BE 1/4 THE OUTSIDE
INSTALLATION OF DISPOSAL FIELDS: PIPE DIAMETER OR 4" 'W
HICHEVER WHICHEVER IS GREATER
o . o 9' MIN,
1 . CONSTRUCTION SHAL N L BE AS SHOWN I "DISPOSAL FIELD DETAILS," THIS DRAWING, AND SHALL BE IN " AND SHALL EXTEND TO A POINT 4 OVER THE TOP CONCRETE BLOCKING
ACCORDANCE WITH THE N.Y .S. DEPARTMENT of HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, NYSDEC AND 1 '-C MIN. OF THE PIPE. HAND TAMP IN 3" LIFTS OR �— MECHANICAL JOINT
SEPTIC TANK ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH CENTER PIPE MECHANICALLY TAMP IN 6" LIFTS. (95% COMPACTION) ANCHORING COUPLING UNDISTURBED EARTH
- - - FIELDS. . IN TRENCH. (ANCHOR VALVE , HYDRANT AND TEE
2 , NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS OF THE DIco,'SAL FIELDS AFTER PIPE WITH TWO 3/4 THREADED CADMIUM
INSTALLATION HAS BEGUN. ! 3 \ PLArr -D 5rEEL RODS)
SEPTIC TANK & DISTRIBUTION BOX 3 . AFTER EXCAVATING 2' WIDE TRENCHES To THE DEPTHS REQUIRED. SHE WALLS AND FLOOR of EACH TRENCH PIPE EXCAVATING & BACKFILL DETAIL
SHOULD BE CLEANED AND RAKED TU ACHIEVE AN EVEN SURFALE AND TO LOOSED' SMEARED SECTIONS OF
TRENCH. N.T.S. TYPICAL HYDRANT INSTALLATION
4 . PLACEMENT OF SANDY LOAM FILL, CRUSHED STONE, PERFORATED PIPE AND BDPLDING PAPER PERMEABLE
N.T.S.
GEOTEXTILE 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. -
5 . THE PIPE SHOULD BE LAID AT THE GRADES AND TO ThE RELATIONSHIPS SHOWN ON THIS DRAWING, ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND ExGA`�4T�p MAT��IAL CONCRETE
MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS OR OTHER SHORING SHALL BE DONE IN ACCORDANCE WITH THE LATEST
2 WOOD BLOCK
UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID WITH THE HOLES DOWN IN ALL CASES. REVISIONS OF THE FOLLOWING CODES: ' \�
or PIPS 6 . .,
6 . ALL DISPOSAL FIELDS SHALL BE GRADED TO SUED RAINFALL AND TO DIVERT SURFACE RUNOFF FROM A. SUBPART 23-4, "EXCAVATION OPERATION" OF
f KAp
ADJACENT AREAS AWAY FROM THE DISPOSAL FIELD. N.Y. S. DEPARTMENT OF LABOR INDUSTRIAL, > o
CODE RULE 23. CONCRETE �o
2'-0" 5'—0" B. SUBPART P, "EXCAVATIONS, TRENCHING AND "e
IN EACH DIRECTION FROM /-NATIVE MATERIAL SHORING" OF U. S. DEPARTMENT LABOR
SIDEWALL OF EACH TRENCH OSHA REGULATION FOR CONSTRUCTTION .
OVERFILL TO ALLOY THE MORE STRINGENT REQUIREMENT IN EACH CODE WILL
BEARING AREA �l
FOR SETTELMENT ORIGINAL GROUND APPLY. BEARING
ON UNDISTURBED
BEND AREA BEARING
" �i��i�A�i��/i��/ice' E A
12 MAX. ����y �w�� —� > EARTH,
6 MIN
. AREA
CONCRETE
6" TO ° o �,, ° ,r
❑ CRETE
2" MIN. 12" EARTH FILL BLDG. PAPER, 2" MIN. Op ° SLOPE ° ALL UTILITY INSTALLATIONS SHALL CONFORM WITH THE 12 o88B CRUSHED STONE GL E4tJ I'�®NK fZLIhI GRP��L
PERMEABLE GEOTEXTILE �— RECOMMENDED STANDARDS OF THE NEW YORK STATE
10OX pvsslrlu 2Pi'I slEvE 0-15t, PaSsIN sLEvE
' DEPARTMENT OF HEALTH AND THE DEPARTMENT OF �1
c ov o;290 Phlr a*I�oEvE DEAD END
6° 12" MIN. 4" PERFORATED T o I° �° o ENVIRONMENTAL CONSERVATION. m 0; PERFORATED, CORRUGATrP, TEE
1 aA LATERAL 6,. c° o�3 _
4 3/4" TO 1 1 /2" 12 ADS POLYrTHFLFN� PIPE.
�`. I 13'-O" MIN. AT END
6. CRUSHED STONE /ZSANDY LOAM FILL OF EACH TRENCH 12 OLD. 12' HORIZONTAL FITTINGS
2'-0" W/PERC RATE EQUAL TO PIPE N1,90- HovE�
FILTER FA13IZIC AM'IQr,0 ,4�03 Or ApMwvEn FgIJoL.
�- YILOAM (FILL MIN. 11 - 30 MIN./INCH 1 CONCRETE SHALL CONFORM T T
24' SAND ) 0 HE REQUIREMENTS OF
W/PERC RATE EQUAL TO STORM DRAW TRENCH DETAIL SECTION 500 OF NYSDOT STANDARD
11 - ]10 MIN./INCH _L.
SPECIFICATIONS, AND SHALL BE CLASS B.
1
N.T.S.
1 y-o" L 4" PERFORATED PVC LATERAL, HORIZONTAL FITTINGS 2) CONCRETE NOT To OVERLAP ANY JOINT.
SLOPE 1 /16"- 1 /32" PER FOOT
BEARING AREA (SQ. FT,) 3) CONCRETE O E PLACED
WITHREf�VINGORI INTERFERE
INSTALL ANY OF THE
FINISH GRADE CATCH BASIN FRAME PIPE JOINTING HARDWARE .
SECTION 6^ - & GRATE CAMPBELL SIZE 45` OR 90" BEND TEES, PLUGS,
DISPOSAL FIELD DETAILS FOR FILL SYSTEM WITH RAPIDLY PERMEABLE SOILS # 2104 OR EQUIVALENT (INCHES) SMALLER CAPS AND 4) VALUES FOR TEE ALSO APPLY TO END PLUGS, CAPS,
AND TAPPING SLEEVES.
NOTES:
GROUT HYDRANTS 5) REQUIRED BEARING AREA ARE DUE TO THRUST
SI. HC LAYI)UT IlF CACTI BUIL)ING SITE ' HALL BE UEFERMINFII PRIOR TO CAUSED BY USED.
PSI PRESSURE . NOMINAL PIPE
CUNSIRII('TIUN. F I'ROPLR SFPARATII,lI DISIANCFS, AS SHOWN ON THE 2 —� 81I cJ 9 6 , j DIAMETER USED.
TYI' ICAL LoT LAYUJI " ULIAIL, CANNOT BE ACHIEVED, TIIE 101 QD 2'-6" SO. PRECAST CONCRETE
MANHOLE DESIGNED 6) REQUIRED BEARING AREA ARE BASED ON ALLOWABLE
' LAYMIFRIISICAN BLIMETNG PLAIDS MIIST BE ALTERED UNTIL ALL. [DESIGN SOIL BEARING CAPACITY OF 2000 POUNDS PER
COMPACT BACKFILL TO a FOR H-20 HIGHWAY SQUARE FOOT. DUE TO SOIL CONDITION
SIANUA95% MODIFIED PROCTOR F_ LOADING ENCOUNTERED, BEARING AREA MAY BE MODIFIED BY
S2. ALL SANITARY WASTES, INCLUDING KITCHEN, BATH AND LAUNDRY - DENSITY. 6' THE ENGINEER.
WASTES, SHALT FNTER THE SFPTIC TANK ; ROOF AND FOOTING p
URAINAGE, SIIRIACE, GROIINUWAHR AND SOFIENER WASTES SHALL NOF TYPICAL THRUST BLOCK DETAILS X) IN MUCK, PEAT, OR RECENTLY PLACED FILL, ALL
ENTER TIIE sLll�uc TANK . I BOTTOM OF CATCH BASIN
� N.T. $. THRUST SHALL BE RESISTED BY PILES OR TIE RODS
s3. DISCHARGC FI JI ING, ROOF AND CCLLAR URAINAGE AWAY FROM SEWAGE S'l PERFORATEP Gg2Rt�ATEP SHALL BE 6" BELOW INVERT TO SOLID FOUNDATIONS, RE BY REMOVAL OF SUCH
UNSTABLE MATERIAL AND REPLACEMENT WITH
(OF OUTLET PIPE BALLAST OF SUFFICJENT STABILITY TO RESIST THE
SYSTEM M0 44LI. . AD5 poLYF_-rHYLENE PIPE J THRUST, ALL AS REQUIRED BY THE ENGINEER.
IOmin
S4. DISPOSAL FIELDS SHALL BE CONSTRUCIED PARALLEL WI !H CONmuR (AS tl07Eb QN PLdt�1)
- - LINES. 6"
SEE PLAN FOIR PIPE SIZE
E
o_ _
E NOTE SEPTIC SYSTEMS NOT IN ROAD
AND WATER CONTRACT TYPICAL CATCH BASIN IN LAWN AWN COLLARAREAS
TILE FIELD N.T.S. 2' SQ. ONLY.
GRADE 1,46/FT. — HEAVY DUTY FRAME 6 GRATE
a LAID ON CONTOUR / CAMPBELL #2104 OR EXIST, GROUND
0 0 FINISH GRADE EQUIVALENT
'^ w DISTRIBUTION BOX TIGHT SLOPE
r a,.
JOINT SLOPE FINISH GRADE
0 zo PIPE r- 50 FEET RIGHT OF WAY 10'-0" ADJUSTABLE
W GRADE MAINTENANCE
Z ¢ a TANKIC I�"/FT. R ER AS REQUIRED \ \ R.O.W. 3 1 2" ASPHALT CONCRETE VALVE BOX
wl�' SUBBASE - MINIMUM DEPTH R.O.W. EASEMENT
o <� �, = 12 NYSpoT ITEM 304.05 TYPE4 applied as described below AROUND ALL .®
GATE VALVE WITH
E x� 7
0 0 0 o c 0 0 0 0 0 0o COMPACTED IN TWO LIFTS. 1 /4" /FT. (2%) DRYWELLS
�I --- - - -- - - -1 X a ° 0 ` o o MAXIMUM ALLOWABLE SLOPE (107.) PAVED WING - TYPE SWALE NON-RISING STEM
a -o CLEANOUT € W PRECAST CONCRETE o TYPICAL BACKSLOPE (10%)
I o ST❑NE FILL STONE FILLS 0 MINIMUM ALLOWABLE SLOPE (2%)� y 6" TYPICAL
DRY WELL AS
'1 o MANUFACTURED BY 2-#4
NYSDOT FORT MILLIER OR
\� �\�' ITEM 207,03 EQUIVALENT OVERLAP TY SUBGRADE
S3 \ GEOTEXTILE G 6" RY WELL (WHERE NOTED)
\ UNDERDRAIN \ %'
CATCH BASIN _
\ 6'-0' (WHERE NOTED) 4 MI N, CONCRETE
s
STREET 11 '-0" '-0 24' WEARING SURFACE '-0 3'-0" 8'-0"
2 NOTES VALVE INSTALLATION DETAIL
I 1 . NO CATCH BASIN OR DROP INLET SHALL BE ar PERFoFPTF_D C0FtF 1GATEP 'ADS 0 N.T.S.
0 0 v 0 0 0 0 0 1'oLYETNYL-Elul PIPE o NOTE( VALVE BOX IS NOT TO REST ON
o 0 0 0 0 0 0 0 0 0 0 � � WITHIN ANY DRIVEWAY CUT. CATCH BASINS 12" CORRUGATED STEEL 8 -0 TO WATER MAIN VALVE OR PIPE LINE,
0000 0 ) o SHALL MEET STANDARD OF THE TOWN OF
0000 0000010000 000a PIPE AT 2% MIN. SLOPE „
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o QUEENSBURY. Q AT LINE KINGS ONLY PROVIDE P IRON
000 0000010000 000 PIPE MARKING POST 5 TOTAL LENGTH
3 1 f 2" ASPHALT CONCRETE UCENSED P QE THIS o0CENGI T excErAevw
0000000000000000000000000000 2. ESTABLISH TURF IN ALL SHOULDER AREAS. ^ N w/2' Eurzv. sir Post IN 1 CU.FT. GONC. LlCEIISEO rROFEtS10NAL ENGINgER, IS A no.
000000000000001000000000000 0 1'-O' BASE: 2 of compacted �ITLJMI00ds fNw2=p-, Y.SDoT ITF-N1 403. 13, TYPE 'S AT ADJACENT eDGE OF RIGHT OF WAY LAT11M OF SEA 1p OF NEW To" ITATe
00000000000000000 0000 " ILUGTWM •
TOP: 1. 1 /2 of compacted P�ITLIMiKI0L15 ToP� IK�.Y PcT ITEM 403. 161, TYPE& AMD PAINT TO MAT.0 14\([jF_ANr.
PLANNING BOARD APPROVAL "
NOTE( 1'-0- TYPICAL ROAD SECTION W DRAWN BY EN K.
STONE FILL SHALL CONFORM N.T.S. h m °° < rr, NORTHERN DISTRIBUTING SUBDIVISION N. HOYT
TO NYSDOT STAND,SPEC, T_. ., A I ��.
ARE APP :�� , , ,r, 13 � � NF 4F NEyy yrr''`
TOWN OF QUEENSBURY° SCALE TRADE COORD.CHK.
DRY WELL DETAIL �Nsw
AGGREGATE,TYPE 3A, r)URN( cONSTr-sla.: m D sE NOTED SECTION 703.02, COARSE TECH MGR.
N. T. S. ROAD CONSTRUCTION SEQUENCE a =,t_ PHASE 2
=� 1989
,An, � ^r deviatvgi must be a,porcv-r"
_�_ ��B.,
Z z " -gym CONSTRUCTION DETAILS PROJECT N0.
by = I -'• Department 1. ENGINEER WILL FLAG CLEARING LIMITS . � � \I\ Z ® �e 8(0- 199'S
o �nSISO ,.�tG? DRAWING NO
2 . CONTRACTOR SHALL CLEAR AND GRUB RIGHT OF WAY. Ui NP
NOTES: / 13 j �'"frq SStQ,N RISTp GLENS FALLS,
3. ENGINEER WILL STAKE OUT ROAD CENTERLINE AND LOT 443 Q W O NEW YORK
W
1 . DRY WELLS SHALL BE FT. MILLER 6' -0" DIAMETER WITH ONE 4' -01 VERTICAL SECTION, W
CORNERS. ' W F a L1S o RIST-FROST ASSOCIATES, P.C. LACONIA,
EXCEPT WHERE NOTED ON DWG. #6. �� J CONSULTING ENGINEF_RS NEW HAMPSHIRE
4. CONTRACTOR SHALL PROTECT STAKES AND PERFORM ALL 3 v ' ° 1 ^ � r�1 N1 -
2. LOCATE CENTERLINE OF DRY WELL AT RIGHT-OF-WAY TO MAINTAIN 4' CLEAR FROM WATER SUBSEQUENT LAYOUT. REv
MAIN. SET GRATE EL. 2' BELOW ADJACENT EDGE OF SHOULDER. N - = THOMAS W. NACE NO
SHEET OF
P. E. +F 55150
•1 F_ -
H:H.SULLIVAN'.INC. 504766