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IN DECEMBER 2009
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EXISTING
CONDITIONS SITE PLAN
SP-2
SUBDIVISION
PLAN
SP-3
ACCESS
ROAD SITE LAYOUT AND UTILITY PLAN
SP-4
ACCESS
ROAD GRADING AND DRAINAGE PLAN
SP-5
ACCESS
ROAD PROFILE AND SITE DETAILS
SP-6
EROSION
AND SEDIMENT CONTROL PLAN
I
Site Statistics
TAX MAP PARCEL - 178-1-43.11 OUT5IDE D15TRIGT
ZONINGI IND-G - GENERAL INDUSTRIAL
517E AREA/ 45.54 ACRES C1.99G.575 50
1. BASE INFORMATION FOR THI5 PLAN WAS TAKEN FROM
A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY
DAVID F. BARRA55. LAND SURVEYOR, DATED 4-28-2014.
THE ELEVATION BASE FOR THE CONTOURS AND
BENCHMARKS 15 NVGD 1929.
2. UTILITY LOCATIONS INDICATED ON THI5 PLAN ARE
APPROXIMATE. THE CONTRACTOR SHALL NOTIFY ALL
UTILITY OWNERS PRIOR TO THE COMMENCEMENT OF
WORK. THE CONTRACTOR SHALL VERIFY THE ACCURATE
LOCATIONS IN THE FIELD AND NOTIFY THE ENGINEER
OF ANY DISCREPANCIES.
3. THE CONTRACTOR SHALL STAKEOUT ALL PROPOSED
WORK, INCLUDING FINISHED GRADE ELEVATIONS.
PRIOR TO THE START OF CONSTRUCTION AND NOTIFY
THE ENGINEER OF ANY DISCREPANCIES. THE CONTRACTOR
SHALL NOT PROCEED WITH THE WORK UNTIL THE
THE STAKEOUT HAS MET THE SATISFACTION
OF THE ENGINEER AND THE OWNER,
4. THE CONTRACTOR SHALL PROTECT EX15TING
PAVEMENTS AND IMPROVEMENTS TO REMAIN FROM DAMAGE
DURING DEMOLITION AND CONSTRUCTION ACTIVITIES.
`how yef 9Pf ST. PETER'S CEMETERY
19'.
�� HVaS
P13WER EASEMENT °
Rq z
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DUPLAINVILLE ROAD
GRANDE BOULEVARD
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SARATOGA Q
WAREHOUSE UNLIMITED
POTENTIAL
QUAD GRAPHICS M71
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BALL CONTAINER r Q PROJECT
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ADAMS ROAD
STATE OF NEW YORK
DEPT. OF
TRANSPORTATION
GEYSER GEYSER
PARK
ELEMENTARY
SCHOOL !�
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STATE PARK
CFYSE�j �O STATE OF NEW YORK
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STATE PARK
STATE OF NEW YORK
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Location Plan
Scale: 1" = 800'
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ROAD
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M2017176 FILED
08/ 17/2017 10:25:52 AM
Sara:oga County Clerk Page 1 of 6
Planing Board No. 17.025
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Associates
LANDSCAPEARCWTECTS
Nace
Engineering, PC
CIVIL ENGVVEERS
169 Haviland Road
Queensbury, NY 12804
(518)745-4400
FAX (518) 792-8511
" ; y jar• , DEED REFERENCES: MAP REFERENCES:
RD
tv 1 x�
1. CONVEYANCE TO WILLIAM J. M°NEARY AS TRUSTEE, UNDER TRUST 1. MAP ENTITLED, "MAP OF RIGHT OF WAY ON THE MILTON AIRPORT —
m S
P �� AGREEMENT DATED NOVEMBER 28, 1980 BY DEED RECORDED IN THE GEYSERS CO. RD. NO. 43 CITY OF SARATOGA SPRINGS REPUTED OWNER
£, €I( St P„h's I SARATOGA COUNTY CLERK'S OFFICE ON APRIL 16, 1981 IN BOOK 1017 CORNELIUS V. WHITNEY MAP NO. 12B & 12C" DATED MARCH 15, 1947
(I µ OF DEEDS AT PAGE 599. AND OBTAINED FROM THE N.Y.S. DEPARTMENT OF TRANSPORTATION
{ A qw �ri"
?," €E� €, REGION 1 OFFICE.
2. CONVEYANCE TO WILLIAM J. McNEARY AS TRUSTEE, UNDER TRUST
r AGREEMENT DATED NOVEMBER 28, 1980 BY DEED RECORDED IN THE 2• MAP ENTITLED, "LANDS OF PETER M. SCHULTZ & WILLIAM J. PURDY"
- M o ,.' SARATOGA COUNTY CLERK'S OFFICE ON APRIL 16, 1981 IN BOOK 1017 DATED JANUARY 14, 1981, PREPARED BY GEORGE DAVID KNOWLES, L.S.
r *} * OF DEEDS AT PAGE 806. AND FILED IN S OFFICE AS MAP S-102.
AT` LERk THE SARATOGA COUNTY C
3. CONVEYANCE TO WILLIAM J. McNEARY AS TRUSTEE, UNDER TRUST g• MAP ENTITLED, "PROPOSED CONVEYANCE TO ANHEUSER—HUSH BEVERAGE
AGREEMENT DATED NOVEMBER 28, 1980 BY DEED RECORDED IN THE
GROUP, INC." DATED SEPTEMBER 28, 1985 AND PREPARED BY CHESTER
{76, SARATOGA COUNTY CLERKS OFFICE ON APRII. 18, 1981 DQ BOOK 1017 A. GRAMINSKL P.L.S.
u M OF DEEDS AT PAGE 813.
a arzo' x 4. MAP ENTITLED "NEW YORK POWER AND LIGHT CORP. SARATOGA—RESERVATION
• €€ # 4. CONVEYANCE TO WILLIAM J. McNEARY AS TRUSTEE, UNDER TRUST
ra A t, Y AGREEMENT DATED NOVEMBER 28, 1980 BY DEED RECORDED IN THE TAP TRANSMISSION LINE PLAN AND PROFILE," DATED DULY 1936.
SARATOGA COUNTY CLERKS OFFICE ON APRIL 16, 1981 IN BOOK 1017 NOTES:
OF DEEDS AT PAGE 620•
e 1. WETLAND SHOWN HEREON AS DELINEATED BY GILBERT VANGUILDER LAND
^• Map� 5. CONVEYANCE TO WILLIAM J. McNEARY AS TRUSTEE, UNDER TRUST SURVEYOR, PLLC IN DECEMBER. 2009.
.,( �'_ {3 €, ,• AGREEMENT DATED NOVEMBER 28, 1980 BY DEED RECORDED IN THE
F SARATOGA COUNTY CLERKS OFFICE ON APRIL 18, 1981 IN HOOK 1017 2• TOPOGRAPHIC INFORMATION SHOWN HEREON AS PER A TOPOGRAPHIC SURVEY
\ •., •. OF DEEDS AT PAGE 827. PREPARED BY DAVID F. BARRASS, L.S. DATED 4/28/14. ELEVATIONS REFERENCED
TO THE NGVD 1929 DATUM
6. CONVEYANCE TO WILLIAM J. M°NEARY AS TRUSTEE, UNDER TRUST
!, _ << ; { s_ilk
< AGREEMENT DATED NOVEMBER 28, 1980 BY DEED RECORDED IN THE p
Z
84, t SARATOGA COUNTY CLERK'S OFFICE ON APRIL 16, 1981 IN BOOK 1017
t \ OF DEEDS AT PAGE 634. s 0
a � s
7. CONVEYANCE TO WILLIAM I McNEARY AS TRUSTEE, UNDER TRUST r p
AGREEMENT DATED NOVEMBER 28, 1980 BY DEED RECORDED IN THE "y►
SARATOGA COUNTY CLERK'S OFFICE ON APRIL 16, 1981 IN BOOK 1017
411.1 N21 42 10 E
OF DEEDS AT PAGE 641. 3, ' ' "
8. CONVEYANCE TO WILLIAM J. McNEARY AS TRUSTEE, UNDER TRUST +• 7C
SM LOCATION MAP AGREEMENT DATED NOVEMBER 28, 1980 BY DEED RECORDED IN THE S55. 46, fo E — 0.89' 129 60o
SCALE: NOT TO SCALE SARATOGA COUNTY CLERK'S OFFICE ON APRIL 16, 1981 IN BOOK 1017 " To A Conc Mon Found , �c O 0
OF DEEDS AT PAGE 648. , GCob
9. CONVEYANCE TO WILLI" J. McNEARY AS TRUSTEE, UNDER TRUST Lands Nl' Of ad Come°ny 20.E _ 0.32' • �r2 30 E 305.44 ,¢• 8. 0 30 , " s �s
DATED NOVEMBER 28, 1980 BY DEED RECORDED IN THE Lady (tailag 456 TO Conc Mon Found N14 Page Wire Fence Runs i GeneN` `3�� " 1.16' NO 2 N83 40 �50 E -4-
AGREEMENT
SARATOGA COUNTY CLERK'S OFFICE ON APRIL 18, 1981 IN BOOK 1017 SCheneC At page TO A— / / �o//y A/on 3� E 51T 52' Mon
— p"
OF DEEDS AT PAGE 655. a And Of Deeds / 69 / / 9 Pr , " To A Conc Mon Faun, J \ 6968 5�5•�g \ �/ ��
Sara 1036 / / �19' / i / ty u� N14' 55 20 E-1)
N83' 13' 30"W Book _- /� \�)///i/// �. ?965 , ) 288.56 ='�� \ jll(f ( \�\\ o
— / 6 14 50 40 E — 0.12 \ \ 1 I I 1 N.Y.SD.E.C. Wetlands
\\\ /� ' / i i . To A Conc Mon Found lo,o
20.00 /�' \ �\ / / / / / / / / - f
S84'31'30E BONE J� ��°�':___�-`/ / / ,// /- ��,_ /- \ \��
06
20.00 " N 30
/,,;___"° � ="•� \ \ 1-_- J//// -_.31
W 01 g' 0 \ I / / / c / / $0 - J
E S6o• 58, 5o"w — 0.24� _ _ •� 1
N78' Con,OMon found 06• 07 3 TO j i Mon Found/
62 1 '\Conc Mon 23.4 2 //as rn / i / / zoo.
/�\ \C P
g14. Found (/�/ /�rs� / \ \- / / / / / / / / j / \ \� — / �l \ e f\a\ t 11�
Line ±� / )O / I — / / / / / / / / / ! \ / 6 \ \ /t V&
property — �� ) / r @ I — / / / / ` \ /✓ \ Q Oee
Along — \ i //
/ y '°`�//lily 0{
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pa98 GaIsrally
Runs
ire i I / / I IL i /At
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9.39' No
ice_= ` —� l �/— �•�6 / / / / / / )
p6, 00"vn Found ���= j' \ �(I��r,•) / \ �II \ \ / / \ / / C 3 / / / / / /
N09A Conc M j j \ `��/ / / i > i
3,1 I
To / / \ // / \ / �\ Jam- - 1 Area = 22;26,* Acres -
Street Address f0 Skyward Drive Site StOlt1St1C8
TAX MAP PARCEL — 178.-1-43.11
ZONING: IND—G
—3286 304 _ �' — — — —' / / / / 2OAr / EXISTING SITE AREA: 45.83+/— ACRES
01.
_30—\\�\\ o iI L = 139.05'� / Area = 12.43E �,acres �� �� �\ _ — / / / l �I( / / \ LOT REQUIREMENTS
\ \\ Ch 138.91 -Street Address 1 Skyward Drive — ✓!�\ / / /�/•`c/� / / /� / / / / / r /' \ / — — — — / SETBACKS
\\\ \ f , " / / c 1 0 0_ / / / lJ / FRONT: 40 '
11\ N73 24 10 W i 1 / / �\� ���_ \\ I 5' / / / / ! / / / / i / ,
\\ \ I \ \� 52 / / / / / / /+ J / _ — / / REAR: 30 (50 ABUTTING RESIDENTIAL DISTRICT)
\\ Illili / / / — / J / SIDE: 15' 40' ABUTTING RESIDENTIAL DISTRICT
II�R = 192.00' / l / / / — \ / 25 / / /" / / '` — _ / — — ' / TOTAL SIDE: 30'
=35.L= 53.31'
L15' ��
Cl� = 351 Ch = 53.14 / l I / / / / // l � / \ ` 5g / / / / —�� / / '
\\>a N7 os' fo" 11 87• 08' \ E I / / /5g5•� / / / ^ / / / j / BUILDING HEIGHT: 50
\\ \ l lye• / / f ice/ i / / / / / / i / i / / / / / ; — / PERMEABILITY: 30%
ate `��/ /
`- 1 1 N� Ir �1 , / � `�� / � �/ i ✓// / ,lame^t (tl� / �\ / / / / / / / / / / i / / mP w/ / /
I 1 �, I / / //-tit
N68' 59' 30"W �(,� \ / / Ut/ -
s ,,as CJ�/
128.59N. r / / / / �� ��� // / 5•e, sa�,'g to rags / / / // / / / / �/ / / / / / / / / \ 1 / 1 \ / - - _
1 I .' R = 82.00' / / / — 28 0
1 %I L = 7f.88' / / �' Ch . 08' 3 ,
14 V. I `�-- cn = ss.so'/ �g�}•65„E �, 1g' S
R = 42.00 75' 42�30�E/�_ i i i , 3� 0 / / K
\ I 1 ^Ch = 53.OB' L /�/ R = 970.00 •�� V O7' OS Ne.
W / / / / /�� / / / J \ 10•�
• i ++ Nsf' 37' 40't1 _ 286.86 ,►� N N01' 1 / / / / / / .�'/ / / / / — w/
N60 30 50 W I 449.15, /....F 00 —
77 33' I Jam— / _242. 74',' R = 1, 000. , 3 49'
197.03 I 1\ S15 36 �5o w \ / 250.15 1L = 295.73 v y�h pe° go E
50 E / Noy /—
N15' 36 / / / / / / / /
257.56' R = 1,030.00' /
Sign Easement = 304.60 / / / / Area = 11.13E Acres
to I n 5g' 15' 36' 50 / / / / / / / / / / / Street Address 20 Skyward Drive' / / '
O
N S60' 30' 50"E /
25.75' / / f
O 4� , /S15' 36' 50"W / / / / / / / / / / / / / / / / / ,r_ F 0 Gp� � •e `t5
6.62/ 5f.4s' � / / / / / / / / / / / / / / / / � d5 N� On PoA
\ i � < / / / / / i / / / / / / / / / / e ion sit- pt
S54' 37' 20 E — 0.47' / / / / / / / / / / t din QV1 8d5
N y w — To An iron Pipe Found / / / / t y G g
\ m o D0 / / / / / / / / / PtoPe / / P 0{ 0
�i id J 406. $ / / / / / / / / / / / / / Pi0n9 — — SS 60A
/ / / / / ay
i? the /6.0 Found pnhLlne 5.2; /o� / / / / / / / / i / / / / / oenet° / dDk
O O �i! / Z Pi e " / Inc —Wood Frame df / / / s / 6
• ,40 W Pod / Shed/ t+
110
511 �00 9'00
3f/
d
N
/8°rbe/
0
Lands N/F of \ ( / / / / / o�� / �- LEGEND:
Page Wire Fence X X
-� County Of Saratoga Industrial Development Agency i ;�/ / / / / / �,�5� g
s' Book 1599 Of Deeds At Page 392 j / j / Barbed Wire Fence X X
O / / / / / / /
Sanitary Manhole
Utility Pole w/ Overhead Utility Lines i
�, / / ou^d / Existing Contour (Minor).101
— — - —
°`/ ^ Zo /1iron Existing Contour (Major)
j5O
/pPeF / -----
�, 2 0 5� /
pn �d 2 /
e f°o pine / Proposed Con tour
/ / / / / / / / �8• 73/ it°n Ygpf / /
/ I 315' J / z/ /
.
I 520' 13' 50P Pe_ Found / / / / // * /
An �` / / / / / / / / /
I To • 0 40E / / / / / / // j i
PURCHASER OF LOT 3:
APPROS'AL,
2600 BOTTLE
AVE BUILDING 0 WEST 3
APPRO UNDER 1"HORITY OF A RESOLUTION ADOPTED
WATERVLIET, NY 12189 BY TJ N O"D
OF THE CITY OF SARATOGA SPRINGS.
APPLICANT: DATA SIGNED HAIRPERSON
MUN E RRAY ROAD HOLDINGS, LLC PB # 17.025
0 / ii % /� / MIDDLE GROVE, NY 12850
•E -o f°° d PHONE: (518)584-6174
82 5g6d�onROWE,/ / SUBDIVISION
SKS BOTTLE AND PACKAGING, INC.
SO�i ,�� OF NEW y
H •
�1 1 CITY OF SARATOGA SPRINGS SARATOGA COUNTY. NEW YORK
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS
SURVEY MAP IS A VIOLATION OF SECTION 7209, SUB—
DIVISION 2 OF THE NEW YORK STATE EDUCATION LAW.
ONLY COPIES OF THIS SURVEY MAP BEARING THE LAND
SURVEYOR'S ORIGINAL SIGNATURE AND EMBOSSED SEAL
SHALL BE CONSIDERED VALID.
5100�
F� LAND
M2017176 FILED
08/ 17/2017 10:25:52 AM
Saratoga County Clerk Page 2of6 KEVIN H. WEED, P.L,S. No. 51,005
EXISTING TREELIKE
"'• -
TREES TO BE CLEARED
EXISTING LIGHT POLE
SD
EXISTING STORM SEWER
-- - - S -
EXISTING SEWER LINE
-Q,
EXISTING UTILITY POLE
-
EXISTING OVERHEAD ELECTRIC
®�
PROPERTY LINE
VC
EXISTING HYDRANT
0 wv
EXISTING WATER VALVE
_ w _ -
EXISTING WATER MAIN
O
DETAIL SYMBOL
D4
Y
NEW FIRE HYDRANT, VALVE ASSEMBLY
--.--W---
NEW 8" CLDIP WATER MAIN
NEW 8" WATER MAIN VALVE
---FM ---
NEW 2" PRESSURE SEWER - HDPE
O
NEW SEWER MANHOLE
NEW STORM LINE
GRADING LIMIT LINE
CLASS 52 CLDIP MEETING AWWA SPEC. C150 & C151.
PUSH -ON JOINTS COMPLYING W/ AWWA C111
FITTINGS TO BE MJ COMPLYING W/ AWWA C110
INSTALLATION TO BE IN COMPLYANCE W/ AWWA C600
AND SARATOGA SPRINGS DPW STANDARDS
PIPE TO BE POLY WRAPED DURING INSTALLATION
TIDE
GALL BEFORE YOU DIG
DIG SAFELY NEW YORK
1-800-9G2-79G2
48 HOURS NOTICE REQUIRED
Jim
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EXISTING GRAVEL ACCESS ROAD TO REMAIN "
NEW STONE ACCE55 ROAD
I
TO MEET EXISTING FLUSH
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FUTURE BICYCLE
utility pole / / /
25°
PATH LOCATION
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5TONE SURFACE
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ACCESS ROAD
STONE DIAPHRAM
M
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f® / �� /
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TOPSOIL AND SEED
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ALL D15TURBED AREAS
EXISTING GUARD RAIL
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/
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- - - - - -
- - - - - -
PAVEMENT AT ROAD
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EXISTING 14" ACP WATER MAIN
/ / 115.5
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EXIST. 8" DIP SEWER FORCE MAIN f
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EXISTING TREES ®
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Flaming Board No. 17.026
CONNECT TO EXISTING®��
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DIP WATER MAIN WITH
TAPPING SLEEVE & VALVE'
.,
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A e e ® SEWER CLEANOUT
e
PRE55URE SEWER
CONNECTION TO
C EXI5TING MANHOLE
EXISTING 12" ABS GRAVITY SEWER
♦
4' SHOULDER
SCALE 1 " = 50'
12' TRAFFIC LANE
GO' R.O.W.
L
12' TRAFFIC LANE
4' SHOULDER
1/4" per ft SLOPE
a a �
-. ...... . -moo
,UBGRADE
12" min. SUBBASE C5ee Notes)
ASPHALT CONCRETE C5ee Notes)
0 8" CLDIP
WATER MAIN
NOTE5=
1. ASPHALT CONCRETE TOP COURSE - 2" AFTER 80 SERIES COMPACTION. NY5 DOT ITEM 402.Og53O2 - 9.5F3 H.M.A.
2. TACK GOAT. NY5 DOT ITEM 407.0102 DILUTED TACK GOAT
2. ASPHALT CONCRETE BINDER COURSE - 4" AFTER 80 SERIES COMPACTION. NY5 DOT ITEM 402.198g02-19F9 H.M.A_
PG BINDER CLIQUID ASPHALT) GRADE SHALL BE PG-G4-22. BINDER TO BE PLACED IN 2 - 2" LIGT5 W/ TACK GOAT BETWEEN
3. SUBBASE COURSE - 12" minimum AFTER COMPACTION C957_ MODIFIED PROGTOR) NY5 DOT SECTION 304 TYPE 2.
4. 5UBGRADE COURSE COMPACTED TO 95Z MODIFIED PROCTOR minimum.
5. A TACK GOAT MUST BE APPLIED TO THE BINDER COURSE BEFORE PLAGING THE TOP COURSE IF MORE
THAN 48 HOURS HAVE ELAPSED AFTER FLANGING THE BINDER COURSE.
TACK GOAT SHALL CONFORM TO NY5 DOT SECTION 407 AT AN APPLICATION RATE OF
.05 to .10 GALLONS per SQUARE YARD.
G. THE CONTRACTOR SHALL INSTALL 4" TOP501L IN DISTURBED AREAS TO BE SEEDED
THE CONTRACTOR WILL PROVIDE FINE GRADING AND 501L AMENDMENTS.
AND 501L AMENDMENTS.
7. AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFT'5 TRIPLEX GENERAL MIX,
OR APPROVED MIX. AT A RATE OF 5 Ib5 PER 1000 5f. STARTER FERTILIZER C5-10-5)
AT 40 Ibs. PER 1,000 sf AND MULCHED WITH STRAW OR HYDROSEEDED.
TYPICALI'V15I OAD 5EGTIOil
NOT TO SCALE
3'-O"
GRA55
SWALE
111w� . • •
I.D. + 3' MAX.
GRANULAR SUBBASE COURSE
NY5 DOT SECT. 304. TYPE 2
COMPACTED TO 95Z STD. PROCTOR
GEOTEXTILE FABRIC
MIRAFI 50OX OR EQUAL
5UBGRADE COMPACTED TO
95Z STANDARD PROCTOR
NOT TO SCALE
TRENCH WALLS LAID BACK PER 05MA REQ'MT5
OR SHEETING A.O.B.E.
4" TOPSOIL. FERTILIZE. LIME. SEED AND MULCH
BORROW$ WELL GRADED INORGANIC
GRANULAR SOILS AND/OR ROCK.
MAX. 1-1/2" SIZE, NOT MORE THAN
207. BY WEIGHT PA551NG #200
51EVE.OR NATIVE MATERIAL. A.O.B.E.
PIPE ZONE BACKFILL - GRADATION SHALL BE:
W "WELL GRADED SAND WITH 3/4" MAX. PARTICLE
51ZE AND NOT MORE THAN 107. PASSING #200
51EVE
W PIPE ZONE BEDDING - FOUNDATION STONE
TO CONFORM TO N.Y.5. DOT. STANDARD
SPEC. 703-02 COARSE AGGREGATE
C5EE NOTE 2)
- UND15TURBED 5UBGRADE OR
EXTRA FOUNDATION STONE A.O.B.E.
NOT TO SCALE
SKS SUBDIVISION
Geyser Road, Gity of 5aratoga Springs, Saratoga County, New York
owner/Applicant: Munter Enterprises, 551 Murray Rd, Middle Grove NY 12550
AGGFE55 ROAD LAYOUT AND UTILITY PLAN
IN51DE FACE OF MANHOLE -
MORTAR AFTER INSTALLATION
ALUMINUM ALLOY KORBAND
HOLDING BOOT---
2" PROJECTION INTO
MJt. AT PIPE 5PRINGLINE
NOTEt REMOVE EX15T CEMENT J-
FORM NEW CEMENT INVERT
FROM NEW PIPE TO EX15TING
M.H. INVERT.
TOP OF BASE SLAB
INVERT
PRECAST CONCRETE
BASE SECTION
NOTE5t
1. STREET OPENING PERMIT 15 REQUIRED
2. BASE COURSE FOR PAVEMENT' CONFORM TO N.Y.5.
DO? 5TD. 703-02 WITH FOLLOWING MODIFICATION5s
2-1/2" 51EVE - PA55 1OOZ BY WEIGHT
1-3/4" 51EVE - PA55 95-10OZ BY WEIGHT
3/4" 51EVE - PA55 60-75Z
1/4" 51EVE - PA55 25-45Z
#4D 51EVE - PA55 10-25Z X,
#100 51EVE - PA55 3-12Z
3. SUBBASE COURSE FOR PAVEMENTS CONFORM TO
N.Y.5. DOT 5TD. 304-2. TYPE 4.
4. STRUCTURAL PAVEMENT SECTION SHOWN SHALL BE
CON5TRUCTED IN LIEU OF PAVEMENT SECTION 5HOWN,
A.C.B.E.
FLEXIBLE NEOPRENE BOOT SEAL
A55EMBLY IN GORED HOLE
5TAINLE55 STEEL
BAND CLAMP
3" PRE55URE SEWER
DIRECT PRE55URE SEWER
OUTLET DOWN MANHOLE
CHANNEL AT INVERT ELEVATION.
NOT TO SCALE
Miller
LANDSCAPEARCMIECTS
r -,x Nace
C Engineering, PC
CIVIL, ENGINEERS
a 169 Haviland Road
j Qyensbury, NY 12804
+: J (518) 74514400
FAX (518) 792-8511
lip 5515a ��
'OPOFESS%
APPROVED UNDER AUTHORITY OF A DECISION ADOPTED
ON JULY 3. 2017 BY THE PLANNING BOARD
OF THE CITY OF SARATOGA .5PRING5
CHAIRPERSON
DATE SIGNED / f r
Date: March 30. 2OT7
1. May S, 2W
Respond to &Gkw r Cwma is
2. ,H,ly A 2W --
Respond to BVmw Ccm wft
3. August 4, 2W - Respond to
&~ and Cny Ccaww is
-3
Sfir=ET 3 OFAL
M2017176 FILED
08/17/2017 10:25:52 AM
Saratoga County Clerk Page 3 of 6
LEGEND
EXISTING TREELINE
TREES TO BE CLEARED
EXISTING LIGHT POLE
SD
EXISTING STORM SEWER
— — S - —
EXISTING SEWER LINE
c} `0,
EXISTING UTILITY POLE
--
EXISTING OVERHEAD ELECTRIC
®®
PROPERTY LINE
EXISTING HYDRANT
O wv
EXISTING WATER VALVE
— —w
EXISTING WATER MAIN
O
DETAIL SYMBOL
p4°r
NEW FIRE HYDRANT, VALVE ASSEMBLY
—W_ _
NEW 8" CLDIP WATER MAIN
— — —�a- — -
NEW 8" WATER MAIN VALVE
- — -FM— —
NEW 2" PRESSURE SEWER - HDPE
O
NEW SEWER MANHOLE
— — — — — —
NEW STORM LINE
326 - - - -
EXISTING CONTOUR LINE
326
NEW FINISHED GRADE CONTOUR LINE
— — — — — —
GRADING LIMIT LINE
EXISTING GRAVEL ACCESS ROAD TO REMAIN
iN `s
iM
o
I
NEW STONE ACCESS ROAD
TO MEET EXISTING FLUSH
-per i � `�
R
IL TEST IIV�®®M��I®IV
w/ guy / / /
®/
1
EXISTING TREES
® TP#11 0-18" LOAMY FINE SAND
FUTURE BICYCLE
utility pole ` ® /
N �
(
TO REMAIN
+e
18-84 MEDIUM/COURSE SAND
PATH LOCATION
WITH WOOD FENCE
� /
/ �
,
\
EXISTING TREES
15 REMAIN
NO WATER / NO MOTTLING
AND RETAINING WALL
STABILIZED INFILTRATION RATE = 17" in 1 minute
STONE SURFACE
= 1020 inches per hour
ACCESS ROAD B
®TP#12 0-8" TOPSOIL
8-18" LOAMY FINE SAND
STONE DIAPHRAM
M
/
18-88" MEDIUM SAND
M�
/
DRAIN
/
NO WATER / NO MOTTLING
�ry
STABILIZED INFILTRATION RATE = 19" in 1 minute
-. /.
s
= 1140 inches per hour
331
DRIMw329.5
\
F
LIMITS OF CLEARING
SOIL TESTS BY
NACE ENGINEERING, P.C. ON 1120117, 1123117 & 5118117
U / �rv4
f
/ GRADING LIMIT LINE
INFILTRATION TESTS PERFORMED IN ACCORDANCE WITH
o\
DEC STORMWATER MANAGEMENT DESIGN GUIDELINES
`
32o`LNYS
ign `
'/`/
`
DREES
/ �`..
REMOVE
/
GRADING I
�
/ /
PAVED'.
4�0� /
...
APRON
® / LIMIT LINE'"
! I I
/ Mr' (J
I Iran hole / EXISTING
/
/ `.` :: '.. ....
ASPHALT TRANSITION W
fa , TREES /
I/ I TO REMAIN` LB`+ TP-12
/
.
��
...
\-
/ --
i :' �..::: 322 ` c % '.
-------
®— — —
1
w
`°
/ /
'� / 329,0 ®.
1
® \
322
/ ... .: . ,-
/ 330
M 0
PAVEMENT AT ROAD
/ �.
% / / ��o
_ _ _
so -
i 5 _. ,...... �
- — ' 338
TOPSOIL AND SEED
' ALL DISTURBED AREAS
T
—
\I
all DRYLL
,® �
\ �
OH ELEG - GABLE ..
6
-
_ /
RIM 35 5
-
i
f I
3 3a...... ...... EXISTING TREES
BOT STONE 304.8
SEE SITE PLAN
..�........
/ • < ;338
FUTURE BICYCLE ENTRY
PATH LOCATION-- /
/ %EXISTING -TREE ::
/ LINE TYP
//
NOTICE
CALL BEFORE YOU DIG
DIG SAFELY NEW YORK �,� EXISTING TREES
1-800-9G2-79G2
48 HOURS NOTICE REQUIRED �nj ® TO REMAIN
®a / F ® a!e
NOTES
1. SKYWARD DRIVE AND THE GO' WIDE RIGHT OF WAY WILL BE � � CO OWNED AND MAINTAINED PRIVATELY ® ® ®®
2. ALL UTILITY LINES LOCATED WITHIN THE SKYWARD DRIVE RIGHT
OF WAY WILL BE ACCE551BLE FOR USE BY ADJACENT PROPERTIES /®/ v MAINTAIN VEGETATION BUFFER
THAT RE51DE ON SKYWARD DRIVE_ / ® ALONG ADJACENT PROPERTY
® CLEARING LIMITS ALONG ADJACENT PROPERTY
o� �v ®® Jiydrant SHOULD BE CAREFULLY MARKED AND NOT
EXCEEDED TO MAINTAIN THE WOODED BUFFED
ALONG THE VAN HALL PROPERTY
HEAVY DUTY MANHOLE -
FRAME + COVER
CAMPBELL #1009 OR EQUAL
CONCRETE BRICK COURSE
AS REQUIRED C2 COUR5E5 MIN.)
PRECAST REINFORCED CONCRETE
ECCENTRIC GONE SECTION
IF REQUIRED
PRECAST MANHOLE 5ECTION5 5"
DESIGNED FOR H-20
HIGHWAY LOADING
AS REQUIRED
C5' MAX.
4w I R Ab�
Z I IRIS ��� 59
SCALE 1 " = 50'
GRADE TO DRAIN AWAY FROM MH
TOPSOIL, SEED AND MULCH ALL
DISTURBED AREAS
UNDER PAVEMENT
COMPACT BAGKFILL TO
95Z MODIFIED PROCTOR
DENSITY
IN MAX. 12" LIFTS
s
JOINT SEAL
WITH DOUBLE
FLEXIBLE BUTYL
ROPE SEALS
�s
J PRECAST MONOLITHIC
BASE SECTION
4'-0"
5 VALVES AND FLUSHING
CONNECTIONS - SEE
INDIVIDUAL DETAILS
2" BALL
2
PLAN
THREADED ^"�
2"X 2
2" BALL Vi
ELEVATION
INLINE GLEAN -OUT 50HEMATIG FIFIN6
ILL VALVE
VE
VALVE
FRAME AND GRATE - SYRACUSE CASTINGS
MODEL 1197 WITH RADIAL GRATE OR
APPROVAL EQUAL.
FILTER FABRIC - ER05 OF 40-I
GUT FROM A CONTINUOUS ROLL
STAPLE SECURELY TO 5TAKE5
EMBED 12" INTO THE GROUND
PIPE
SUPPORT ° PRESSURE SEWER
SEWEfiZ NOTES
- HEAT FUSED COUPLING
1. ALL SEWER WORK SHALL BE IN COMPLIANCE WITH
c
AS REQUIRED
THE CITY OF SARATOGA SPRINGS REQUIREMENTS.
-IIII=11I(=III100
00 0 �O
OG
O�OoO�lI(=,IIII-IIII_—„IIII-IIII
�� O I I
2. PRE55URE SEWERS SHALL BE INSTALLED BY HORIZONTAL DIRECTIONAL
=_IO�o O
O° )()0
12f," CRUSHED )TONE
�D��o�� -I I1 PROVIDE
DRILLING AND SMALL BE HDPE 5DR 11 CONFORMING TO ASTM D3350.
-oOog
-I 100 0 �_
(:2 9 000,0
WATERTIGHT
OjT, I I= SLEEVE AT WALL
3. PRE55URE SEWER FITTINGS SHALL BE HDPE WITH HEAT FUSED
_
-IIII-I I I IIII I
I I„ I I I I I II I I I, I I I I I I I I I I_„
I I -I I I IIII= PENETRATIONS
JOINTS. IN51DE MANHOLES TRANSITION FITTINGS MAY BE USED
i
CA5TM G-923)
FOR JOINING TO SMALLER VALVES AND PIPING.
OR EQUIVALENT
4. ALL PRE55URE SEWERS SHALL BE PRE55URE TESTED WITH
WATER IN ACCORDANCE WITH THE NYSDEG 5TANDARD5 AND
FREGA5T
CONCRETEV LV
CLEAN --OUT MANHOLE
THE 10 STATE 5TANDARD5 FOR SEWAGE WORKS
OT TO SCALE
2x4 STAKES at 3' O.G. MAX.
2x4 FRAME CONTINUOUS CONTINUOUS AROUND INLET AND
AROUND INLET DRIVEN 18" INTO THE GROUND
STAPLE FABRIC SECURELY
INSTALL SEDIMENT CONROL FENCE
COMPLETELY AROUND GRATE IN
LAWN AREAS - REMOVE AFTER
LAWN 15 ESTABLISHED
8" TRAFFIC LOAD PRECAST GONGETE TOP
NOT TO SCALE
SKS SUBD SI®N
Geyser Road, Gity of Saratoga Springs, Saratoga County, New York
owner/Applicant: Munter Enterprises, 551 Murray Rd, Middle Grove NY 12550
AGGF55 ROAD &R.ADINCP AND DRAINA61! PLAN
24" min,
STONE DIAPHRAM DRAIN
NOT TO SCALE
NE
W. Mr
O�ps
TOPSOIL OR PAVEMENT SECTION
Cn;
_ 5UBGRADE ELEVATION
* ;1
J00 _ —
'=1 I I=sill
0 —_= TRENCH BAGKFILL
0 I I UNDER PAVEMENT. USE SUBBASE MATERIAL
UNDER LAWN. USE EXCAVATED MATERIAL
0,
II- III I UNDISTURBED 5UBGRADE
' I —I Cb 111-
Miller
_Cx1 I I I_-
Associates
:RFORATED HDPE PIPE
5 ON BOTTOM
STONE
FABRIC ON 51DES AND TOP
NOT TO SCALE
APPROVED UNDER AUTHORITY OF A DECISION ADOPTED
ON JULY 3° 2017 BY THE PLANNING BOARU`°'
OF THE CITY OF 5ARATOGA 5PRING5 -
Gt1AJRFER50N s°
DATE 51GNED
M2017175 FILED
08/ 17/2017 10:25: 52 AM
Saratoga County Clerk Page 4 of 6
LANDSCAPE ARCM ECTS
Nace
Engineering, PC
CIVIL ENGINEERS
169 Haviland Road
Queensbury, NY 12804
(518) 745-4400
FAX (518) 792-8511
Date. March 30, 20D
Revisions
1. May 19, 2W
Respond to B irwer Consnents
2- Jury 14, 2w
Respond to B~ Conwor a
3. Avid 4, 2W - Respond to
Bnyiieer and City Comments
®4
SI-Elff4OF
PVA STA s 0+9.75
PM ELEV 331.56
100,
VERTICAL CURVE
®8
........ .. Y A 0%A ere '"A7 Rn
THRUST BLOCK FABRIC,
GRADE
SECTION A -A
FABRIC -�
W'
PLANCTYP.)
NOTE5=
1.) SEE DETAIL W-4 FOR JOINT RESTRAINT SPECIFICATIONS.
2.) SEE DETAIL W-G FOR THRUST BLOCK SPECIFICATIONS AND SIZING.
TYPICAL THRU5T BLOCK DETAIL5
ASPHALT PAVEMENT 5AWCUT
LINE r121
IN PVMT IN TURF
SEE PAVEMENT
SECTION Yea .=•a°o.� °°
DETAIL J °
t3
N
OUTSIDE GROWN -
PIPE 5PRINGLINE
BOTTOM O.D.,' : >
I.D. + 3' MAX.
i
6+00
7+00
8+00
NOTES-.
WATER MAIN
COR SEWER
1. CONCRETE SHALL BE 4000 P51. SEE DETAIL P-7 FOR G.
APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK,
FORCE MAIN)
OTHER CONCRETE SPECIFICATIONS_
81
CONCRETE
THRUST
2. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D.
WHERE=
BLOCK
SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN
V =VOLUME IN CUBIC YARDS
TH05E SHOWN IN THE TABLE MAY BE USED PROVIDED THEY
L =LENGTH OF BLOCK IN FEET
YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT
D -DEPTH OF BLOCK IN FEET
W =WIDTH OF BLOCK IN FEET
3. CONCRETE NOT TO OVERLAP ANY JOINT.
I.D. =INSIDE DIAMETER OF PIPE IN FEET
UNDISTURBED
REQUIRED_ 7.
REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE 501L
501E
BEARING CAPACITY OF 2000 p.s_i_ WITH A SAFETY FACTOR
4. CONCRETE TO BE PLACED 50 AS NOT TO INTERFERE
®f 1.7. PRE55URE OF FLUID FLOW IS BASED ON A 300'
WITH REMOVING OR INSTALLING ANY OF THE JOINTING
HARDWARE.
8.
IN MUCK. PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL
5. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS
BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS.
LARGER THAN 12' DIA. TO BE APPROVED BY CITY ENGINEER.
OR BY REMOVAL OR SUCH UNSTABLE MATERIAL AND REPLACEMENT
WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS. ALL
A5 REQUIRED BY THE ENGINEER.
REQUIRED BEARING AREAS d- DIMENSIONS
FOR CONCRETE THRUST BLOCKS
TRENCH WALL5 LAID BACK PER 05HA REQ'MT5
OR SHEETING A.O.B.E.
4" TOPSOIL. FERTILIZE. LIME, SEED AND MULCH
z BORROW: WELL GRADED INORGANIC
GRANULAR SOILS AND/OR ROCK.
MAX. 1-1/2" SIZE. NOT MORE THAN
c9 202 BY WEIGHT PA551NG #200
51EVE. OR NATIVE MATERIAL. A.O.B.E.
PIPE ZONE BACKFILL - GRADATION SHALL BE:
w "WELL GRADED SAND WITH 3/4" MAX_ PARTICLE
51ZE AND NOT MORE THAN 1OZ PASSING #200
51EVE
rz
w PIPE ZONE BEDDING - FOUNDATION STONE
TO CONFORM TO N.Y.5. DOT. STANDARD
SPEC. 703-02 COARSE AGGREGATE
C5EE NOTE 2)
\� -- UNDISTURBED 5UBGRADE OR
EXTRA FOUNDATION STONE A.O.B.E.
NOT TO SCALE
TEE
q0 C1/4) BEND
45 C1/8) BEND
22-1/2 C1/1G�
BEND
11-1/4 C1/32�
BEND
PIPE
51ZE
INCHES
AREA
5Q.
FT.
DIMEN51ON
AREA
5Q.
FT.
DIMENSIONS
AREA
5Q.
FT.
DIMEN51ON5
AREA
5Q.
FT,
DIMENSIONS
AREA
5Q.
FT_
DIMENSIONS
D x L
D x L
D x L
D x L
D x L
G
3.2
1.5 x 2.5
4.5
2.0 x 2.5
2.4
1.5 x 2.0
1.2
1.0 x 1.5
O.G
0.5 x 1.5
8
5.7
2.0 x 3.0
8.0
2.0 x 4.0
4.3
2.0 x 2.5
2.2
1.5 x 1.5
1.1
1.0 x 1.5
10
8.8
2.5 x 3.5
12.5
3.0 x 4.5
G.8
2.0 x 3.0
3.4
1.5 X 2.5
1.7
1.0 x 2.0
12
12.7
3.5 x 3.5
15.0
4.0 x 4.5
q.7
2.5 x 4.0
5.O
2.0 x 2.5
2.5
1.5 x 2.0
2. BASE COURSE FOR PAVEMENT= CONFORM TO N.Y.S.
DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS=
2-1/2" 51EVE - PA55 10OZ BY WEIGHT
1-3/4" 51EVE - PA55 95-1007 BY WEIGHT
3/4" 51EVE - PA55 GO-75Z
1/4"SIEVE - PA55 25-45Z
#40 51EVE - PA55 10-25Z
#100 51EVE - PA55 3-12Z
3. SUBBASE COURSE FOR PAVEMENT= CONFORM TO
N.Y.5. DOT 5TD. 304-2. TYPE 4.
4 ST UGTU AL PAVEMENT SEC
TION SHOWN SHALL BE
R R
CONSTRUCTED IN LIEU OF PAVEMENT SECTION SHOWN
A.O.B.E.
NOTES=
1. STREET OPENING PERMIT 15 REQUIRED
2. FOUNDATION STONE - N_Y_5. DOT 5TD. SPEC. 703-02
51ZE DETERMINATION #1= 100Z PASSING 1' SIEVE. 90-10OZ PASSING
1/2' SIEVE, 0-15Z PASSING 1/4' 51EVE
OR
SIZE DETERMINATION #2s 10OZ PASSING 1-1/2" SIEVE. 90-1O0i PASSING
1' 51EVE. 0-15Z PASSING 1/2' SIEVE_
GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON
FIELD CONDITIONS.
9+00
PAINT SCHEDULE,
10+00
11 +00
ASPHALT PAVEMENT TO
MEET FLUSH -SEE DETAIL41
INSTALL THRUST
BLOCK BEHIND
TEE
10" MAIN
VARIES
C4' MAX.)
JOINT RESTRAINT
REQ'D. A.O.B.E.
CTYP.)
15" x 18" x 12" CONCRETE COLLAR
�- fIN15HED GRADE
ADJUSTABLE
VALVE BOX
G" M.J. GATE VALVE
5ARATOGA STANDARD
MUELLER A-2350-20
G" DIP WATER SERVICE
TO BUILDING
10" TO 8" TEE OR REDUCER C5EE PLAN)
NOTE= ALL WATER SERVICE AND CONNECTION WORK SHALL BE
IN COMPLIANCE WITH CITY OF SARATOGA 5PRING5 REQUIREMENTS.
NOT TO SCALE
SITE PLAN EXISTING ASPHALT - GEYSER ROAD
WINGS FOR CONTINUATION EXISTING PAINTED LANE LINE
MILL EXISTING SHOULDER 1 1/2" TO LANE LINE - APPLY TACK COAT
WATER AND SEWER SAW GUT EDGE OF SHOULDER TO PROVIDE GLEAN JOINT
mg Board No. 17.026
..............................................................................................................
TOP COURSE ASPHALT -
PAVE 1 1/2" OVER EX15TING MILLED SHOULDER
�C D0o o FLUSH WITH EXISTING ROAD SURFACE
EXISTING BASE o .��' BINDER COURSE ASPHALT - PAVE
FLUSH TO EXISTING MILLED SHOULDER ASPHALT
o. O
� �SPH�LT 51T1®N AST C��YSIZ �
NOT TO SCALE
COLOR Of
/�,,//,//,//.,//////,//,// //,//.
51ZE OF
BONNET AND
COLOR OF
NOTE5=\\i\\i\\i\\i\\\\i\��i\�\i\�\\i\�\i\�\i
MAIN
CONNECTOR COVERS
BARREL
,
MAINS SHALL BE VALVED TO INSURE
\�
6"
BLUE
YELLOW
THAT WATER FLOW 15 NOT INTERRUPTED
8"
10"
GREEN. FOREST
BROWN
YELLOW
YELLOW
TO MORE THAN TWO HYDRANTS AT ANY
in
FULL LENGTH OF PIPE CENTERED ON SEWER LINE C5EE NOTE53
GIVEN TIME.
12"
GRAY. BATTLESHIP
YELLOW
14"
GREEN. LIGHT
YELLOW
ALL HYDRANTS AND VALVES SHALL
1G"
ORANGE
YELLOW
OPEN RIGHT.
20"
BLACK
YELLOW
24"
YELLOW
YELLOW
4'-G" MIN.
2'--G" MIN.
PREFERRED AS FAR A5 P0551BLE
SARATOGA 5TD.
MUELLER CENTURION A-423 2'-6" PREFERRED
WITH 4" 5TORZ 1'-6" MIN.
CONNECTION MAX.
C5EE NOTE 2)
BREAK FLANGE
LOWEST PART OF
FINISHED GRADE
BOLTS TO BE
A MIN. 1-1/2' ,,, ;
;..
ABOVE F.G. AND A MAX.
"
8" ABOVE F.G.
a
HYDRANTS SHALL HAVE A
MINIMUM CLEARANCE OF
3'0' FROM BOLLARDS.
WALL5. UTILITY POLE5 AND
me
g
VALVE BOX
OTHER OBSTRUCTIONS.
m
.
OI
CTELESGOPIG
PATTERN)
POLYETHELENE OR
nz
O
3/4" TIE -ROD FOR
BUILDING PAPER
THRUST RESTRAINT
CONE EACH SIDE)
CRUSHED STONE ::
OR RETAINER GLAND
51ZE 1 AND 1Af-
A.O.B.E.
_
DRAIN
: >:
CONCRETE THRUST7.
BLOCK. 3.000 p.s.i.
CNOT REQ'D IF R.G. .: • �' �.:�
;%
'
BEDDING. PIPE ZONE
OR TIE RODS ARE _
`
BACKFILL TYPICAL TO
USED)
TRENCH DETAIL REQ'D.
HYD ANT A55EMBLY
AS CL05E
AS
P0551BLE
FLUSH WITH
PAVEMENT OR
1" REVEAL IN
TURF AREAS
w «, a
4
6" M.J.
GATE VALVE a
O
C5ARATOGA
5TD. - >
ao
MUELLER
AWWA C50g3
CSEE NOTE 3)
r-TIE ROD
Go
rq
WATER LINE
SANITARY SEWER CGRAVITY OR fORCEMAIN)
OR STORM SEWER
SEE NOTES 5£E NOTES
NOTE5=
CREFERENCE - RfCOMMENDED STANDARDS FOR WATER WORKS. CURRENT EDITION "TEN STATES 5TANDARD5" 3
WHEN INSTALLED PARALLEL. ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION Of 10'. EDGE TO EDGE_
IF MINIMUM CANNOT BE MAINTAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDI5TURBED EARTH SHELF
TO ONE 51DE OF SEWER. WITH BOTTOM OF WATER MAIN PIPES 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN
GROSSING, MAINS SHALL BE INSTALLED TO INSURE 18' MINIMUM VERTICAL SEPARATION BETWEEN PIPES. OUT5IDE TO OUTSIDE
WHERE WATER MAIN 15 UNDERNEATH SEWER. ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO
PREVENT DAMAGE TO WATER MAIN. WHEN IT 15 IMP0551BLE TO PROVIDE THE ABOVE MINIMUMS. THE SEWER SHALL BE
DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE. AND SHALL BE PRE55URE TESTED TO A55URE WATER TIGHTNE55
PRIOR TO BACKf1'_LING_
UTILITY S�P�i�TI ONS: PAR�1..L�L AND Gib®551 NG
MAW WATER MAIN NOTES
M.J CONCRETE THRUST
ANCHORING BLOCK. 3.000 p.s.i.
TEE CTYPJ
N.T.S.
1. ALL WATER MAIN CONSTRUCTION SHALL COMPLY WITH THE CITY OF SARATOGA SPRINGS'
CONSTRUCTION 5TANDAR15 AND NY5DOH STANDARDS A5 DETAILED ON THESE PLANS.
2. ALL WATER MAINS 5HA_L BE DUCTILE IRON PIPE WITH POLYWRAP INSTALLED BY THE OPEN TRENCH METHOD.
3. DUCTILE IRON PIPE SHALL BE CLA55 52, COMPLYING WITH AWWA C150 AND C151. PIPE JOINTS
SHALL BE PUSH ON TYPE COMPLYING WITH AWWA C111, FITTINGS SHALL BE STANDARDIZED
MECHANICAL JOINT. SHORT BODIED FITTINGS COMPLYING WITH AWWA 0110 AND 0111.
Miller
Associates
LANDSCAPEARCHUECTS
N.T.S.
Nace
NOTES:
PC
1. MAINS SHALL BE CLA55 52 DIP AND VALVED TO INSURE THAT WATER FLOW 15 NOT INTERRUPTED TO MORE THAN TWO HYDRANTS AT ANY GIVEN TIME.
_._,Engineering,
,Engineering,
CIVIL. ENGINEERS
2. HYDRANTS SHALL BE MUELLER SUPER CENTURION A-423. THEY SHALL MEET THE 5TANDARD5 OF THE MUELLER "5ARATOGA HYDRANT" HAVING 5-1/4 INCH VALVE
OPENING, TWO 2-1/2 INCH H05E NOZZLES WITH NATIONAL STANDARD THREADS AND ONE 4 INCH 5TORTZ QUICK-RELEA5£ CONNECTION. ALL HYDRANTS SHALL HAVE
�•
�' ®
16bury,
51X INCH MECHANICAL JOINT INLET CONNECTIONS. A 7/8 INCH SQUARE SHAPED OPERATING NUT - OPEN RIGHT. ALL HYDRANTS SHALL MEET ALL AWWA
�tV
f
Y12804
Queensbury,NY12804
(518) 7454400
SPECIFIGATION5 FOR 150 PSI WORKING PRE55URE AND 300 PSI TEST PRE55URE.
�c7
FAX (518) 792-8511
3_ ALL VALVES SHALL BE MUELLER MECHANICAL JOINT. RESILIENT WEDGE GATE VALVES A5 PER AWWA REQUIREMENTS FOR A 250 P51 WORKING PRESSURE.
NON -RISING STEM. WITH A 2" SQUARE OPERATING NUT -OPEN RIGHT "5ARATOGA STANDARD" WITH A CAST ARROW TO INDICATE DIRECTION OF OPENING.
*.
+
4. PROVIDE LOCKING VALVE DROP LIDS ON VALVE BOXES SERVING PRIVATE DOMESTIC. FIRE/SPRINKLER AND OTHER PRIVATE FEEDS.
it = i'F1Ti1 iIT.T: • _ .�►
APPROVED UNDER AUTHORITY OF A DECISION ADOPTED
ON JULY 3, 2017 BY THE PLANNING BOARD
OF THE CITY OF SARATOGA SPRINGS
CKAIRPER50N
DATE SIGNED I
riL.c�
M2017176 08/17/2017 10:25:52 AM
pace 5 of 6
EX15TING GRAVEL ACCE55 ROAD TO REMAIN
I I 332
NEW GRAVEL ACCE55 ROAD
Iv TO MEET EX15TING FLUSH
m
/ 1 _: • 320
NEW STONE ACCE55 ROADAj /
a
f M / SEDIMENT
CONTROL FENCE EB
/CID ..334 ..! ll; M
TEMP
9iii r tr SEDIMENT TRAP
320
GRADING LIMIT LINE
LIMIT OF TEMPORARY SEDIMENT TRAP
m ®° 4p 33g ' i EX15TING TREES DISTURBANCE 8.500 GF STORAGE min.
® -" TO REMAIN a
MAINTAIN VEGETATION BUFFER ®.` ®® �2- / ♦® 31°
ALONG ADJACENT PROPERTY �` / / 32e /
yy " b CLEARING LIMITS ALONG ADJACENT PROPERTY i I
10 MIL PLA5TIG U
PLAN
5ECTIOil
5ANDBAG5
,5TIG LINING
NOT TO 5CALE
R05ION CONTROL
IMPLEMENTATION 50H DUL E
PRACTICE
IMPLEMENTATION TIME
DURATION OF PRACTICE
ENTIRE PROJECT (REMOVE
SEDIMENT CONTROL
PRIOR TO CLEARING AND
AFTER FINAL SITE STABILIZATION
FENCE
SOIL DISTURBANCE
AND VEGETATION
ESTABLISHMENT)
STABILIZED
PRIOR TO INITIAL SOIL
ENTIRE PROJECT (REMOVE PRIOR
CONSTRUCTION
DISTURBANCE
TO FINAL ROAD FINISHING)
ENTRANCE
DURING INITIAL SITE GRADING
UNTIL FINAL SITE GRADING AND
SEDIMENT TRAP
& EXCAVATION
CONSTRUCTION OF
STORMWATER BASINS
TEMPORARY SEEDING
& MULCHING
AFTER INITIAL SITE GRADING
UNTIL FINAL GRADING AND
VEGETATION ESTABLISHMENT
DRYWELLS AND
INFILTRATION SWALES
AFTER FINAL SITE GRADING
PERMANENT
SEEDING & OTHER
VEGETATION
AFTER FINAL SITE GRADING
PERMANENT
STABILIZATION
hydrant 5HOULD BE CAREFULLY MARKED AND NOT
concrete slab
3L�
320 ..
- 30
EXCEEDED TO MAINTAIN THE WOODED BUFFED
® ALONG THE VAN HALL PROPERTY
�3k
_- _ _ -
- - - 3�a A
NOTE= EROSION AND SEDIMENT CONTROLS DEPICTED HEREON
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322
,..•
I BE
ARE INTENDED TO PROVIDE A GENERAL UNDERSTANDING OF T
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316 _ /��
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3 oa
REQUIRED WORK. ADDITIONAL EROSION AND SEDIMENT CONTROL
:...-
MEASURES MAY BE REQUIRED DURING CONSTRUCTION AND WILL BE
EMPLOYED AS NECESSARY TO PREVENT EROSION AND SEDIMENTATION
REOUIREMENT5
MAINTENANCE coat.
FROM DISCHARGING OFF SITE.
. . . .P.
1. THE CONTRACTOR UNDERTAKING 51TE CONSTRUCTION OF THI5 PROJECT MUST SIGN
2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN 24
NOTE= TREE CLEARING OF THE 51TE SHALL BE LIMITED TO THE
EROSIONL/
'�'') �°'') �I
SEE/ I NT G T l.. FLAN
THE CERTIFICATION IN THE 5WPPP AND BE FAMILIAR WITH ALL REQUIREMENTS OF
HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED A5 REQUIRED TO BE
PERIOD OF SEPTEMBER 1 THROUGH MID -MAY.
CALL BEFORE YOU DIG
�t
THE 5WPPP AND REQUIREMENTS OF THE NY5 DEC 5PDE5 GENERAL PERMIT FOR
GOOD WORKABLE CONDITION.
DIG SAFELY NEW YORK
SCALE 1=' = 50'
5TORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-0-15-002.
CONSTRUCTION SEOUENGIN& coat.
1-800-9G2-79G2
3_ THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BA515
48 HOURS NOTICE REQUIRED
2. THE CONTRACTOR IS 50LELY RE5PON515LE TO COMPLY WITH THE TERMS
TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY.
G. THE SITE SHALL BE ROUGH GRADED. GUT AND FILL OPERATIONS SHALL BE
LEA
OF THE NY5 DEC 5PDE5 GENERAL PERMIT FOR 5TORMWATER DISCHARGES
FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-0-15-002. COPIES OF THE GENERAL
4. ANY STOCKPILES OF FILL. TOPSOIL. EXCAVATED MATERIAL SHALL BE COVERED
COMPLETED TO ESTABLISH ROUGH 5UBGRADE ELEVATIONS. FILL SHALL BE PLACED
PERMIT ARE AVAILABLE BY GALLING DEC C518) 402-8109 AND ON LINE.
OR CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION.
IN LOW AREA AS INDICATED ON THE GRADING PLAN AND COMPACTED. EXGE55 OR
ss -- EXISTING CONTOUR
LNACCEPTABLE SOIL AND ROCK SHALL BE REMOVED FROM THE SITE. EXGE55 501L
TEMPORARY SEDIMENT TRAP
3. A NOTICE OF INTENT CNOI� MUST BE SUBMITTED TO DEC,DEPRIOR TO INITIATING WORK.
TREE PROTECTION= TREES TO BE PRESERVED WITHIN AREAS OF CONSTRUCTION SHALL
ACCEPTABLE FOR FILL MAY BE STOCKPILED FOR FUTURE USE ON UNDEVELOPED
309 PROPOSED
CONTOUR
BE PROTECTED BY PLACING CONSTRUCTION FENCING AROUND THE DRIP LINES.
LAND. STOCKPILES SHALL BE GRADED AND SEEDED.
GRADE THE TEMPORAY SEDIMENT TRAP CBASIN) TO
4_ THE 5WPPP INCLUDES INFORMATION ON ALL DRAWINGS 5-1 TO 5-G AND THE
CONSTRUCTION WORKERS WILL BE DIRECTED TO AVOID STORING EQUIPMENT OR 501E
SEDIMENT CONTROL FENCE
THE SIZE INDICATED TO COLLECT RUNOFF AND
5TORMWATER MANAGEMENT REPORT.
UNDER TREES TO BE PRESERVED. THERE SHALL BE NO PARKING OF AUTOMOBILES
7. THE TEMPORARY SEDIMENT TRAPS ARE TO BE GRADED TO ACCEPT 5TORMWATER
SEDIMENT FROM THE CONSTRUCTION SITE. REMOVE
5_ PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE THE
OR CONSTRUCTION VEHICLES UNDER TREES.
RUNOFF FROM PROP05ED PAVEMENT AREAS. THE TEMPORARY SEDIMENT TRAPS
TREE LINE
- LIMITS OF CLEARING
THE SEDIMENT TRAPS AND COLLECTED SEDIMENT WHEN
T ED
ENGINEER CONDUCT AN A55E55MENT OF THE 51TE AND CERTIFY IN AN INSPECTION
SHALL BE SEEDED WITH PERENNIAL RYE GRA55 AT 5 Ibs. PER 1.000 5F.
10' min. 50' min.
min. CRUSHED STONE OVER
®
COMPACTED 5UBGRADE AND
�G,
FILTER FABRIC
tu
o:
.;
N
z
off?
0
EXISTING
GROUND
GON5TRUCTI0N 5PEGIFIGATION5
1. STONE 51ZE - USE NO. 2 STONE OR LARGER
2. LENGTH AS REQUIRED BUT NOT LE55 THAN 50'.
3. THICKNE55g NOT LE55 THAN G".
4. WIDTH' 24' MINIMUM. BUT NOT LE55 THAT THE FULL WIDTH
AT POINTS WHERE INGRE55 OR EGRE55 OCCURS.
5. FILTER FABRIGe WILL BE PLACED OVER THE ENTIRE AREA PRIOR
TO PLACING STONE. MIRAFI 50OX OR EQUAL.
G. SURFACE WATER= MAINTAIN EXISTING SURFACE RUNOFF OF 5TORMWATER.
7. MAINTENANCE= THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY.
TH15 MAY REQUIRE PERIODIC TOP DRE55ING WITH ADDITIONAL STONE A5
,_ GTION ENTRANCE 0
NOT TO SCALE
PRMA ENENT INFILTRATION SWALES ARE
INS ALL
REPORT THAT THE APPROPRIATE EROSION AND SEDIMENT CONTROLS HAVE BEEN
ST I Ill
8. WHEN GRADING OF THE SWALES. SIDE SLOPES AND AREAS OUTSIDE OF PROPOSED
- - - - - LIMITS OF DISTURBANCE
ADEQUATELY INSTALLED. FOLLOWING COMMENCEMENT OF CONSTRUCTION, THE ENGINEER
SHALL MAKE WEEKLY 51TE INSPECTIONS AND INSPECTIONS AND PREPARE A REPORT
1. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES A5
PAVED AREAS 15 COMPLETE, THE CONTRACTOR SHALL TOPSOIL AND SEED THESE AREAS
AS REQUIRED BY THE GP-0-15-002. THE CONTRACTOR SHALL IMMEDIATELY REVIEW THE
50ON AS PRACTICABLE IN PORTIONS OF THE 51TE WHERE
70 STABILIZE THE 501L AND TO REDUCE THE AREA OF DISTURBANCE AS SOON AS P0551BLE.
ENGINEER'S REPORT AND ADDRESS ALL ITEMS REQUIRING ATTENTION.
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEA5ED. BUT
IN NO CASE MORE THAN 14 DAYS.
9. WHEN 5UBGRADE FOR THE ROAD 15 COMPLETE, THE CONTRACTOR SHALL INSTALL
G. THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS IN A
DRYWELL5 AND PIPING. INSTALL PROTECTION AT INLETS OF THE DRYWELL5.
51TE LOG BOOK. MAINTAINED ON 51TE AND AVAILABLE TO THE PERMITTING AUTHORITY
UPON REQUEST.
2. STABILIZATION OF GRA55 AREAS INCLUDES HYROSEEDING U51NG
10. PRIOR TO FINAL GRADING OF PERMANENT INFILTRATION. THE CONTRACTOR
TACKIFIER ON SLOPES OVER 54 OR SEEDING AND INSTALLING
SHALL SHALL REMOVE ALL SILT COLLECTED IN TEMPORARY BASINS AND REMOVE
7. AT COMPLETION OF CONSTRUCTION. THE ENGINEER SHALL PERFORM A FINAL
A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE.
2' MINIMUM OF CONTAMINATED SOIL TO EXPOSE GLEAN NATIVE SOIL. SOIL SHALL
INSPECTION TO CERTIFY THAT THE SITE HAS UNDERGONE FINAL STABILIZATION AND
BE ROTOTILLED AND GRADED SHAPE FINAL BASINS AS INDICATED. INSTALL
3G" FENCE POST. 10' oc MAX
THAT ALL TEMPORARY ER05ION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED.
3 AREA S TO BE STABILIZED BY SEEDING SHALL BE SEEDED WITH
i OPSOIL AND SEED. DO NOT ALLOW EQUIPMENT OR VEHICLES INTO THE BASINS
AL
DRIVEN 1G" MIN INTO GROUND
UPON CERTIFICATION OF COMPLETION A NOTICE OF TERMINATION CNOT) SHALL BE
AN ANNUAL RYE GRA55 MIX OR OTHER APPROVED MIX. AT A RATE OF
TO PREVENT SOIL COMPACTION. THE CONTRACTOR SHALL STRICTLY ADHERE TO
0
SUBMITTED TO NY5 DEC.
5lbs PER 1000 sf. STARTER FERTILIZER C5-10-5) AT 40LB5 PER
THE NY5 DEC, PUBLICATION ENTITLED "DEEP RIPPING AND DEGOMPAGTION".
`14
SILT STOP FABRIC
1.000 sf AND MULCHED WITH 3" min. STRAW OR HYDR05EEDED.
P'LO I'v -�
EMBED G" MIN IN BROUND
MAINTENANCE
10. ALL LAWN AREAS SHALL BE TOP501LED AND SEEDED. ALL DISTURBED AREAS
SHALL BE SEEDED OR PLANTED.
UNDISTURBED GROUND
1. SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR CAPACITY
CONSTRUCTION SEGUENGINC
..
HAS BEEN REDUCED BY 50Z.
A. FOLLOWING ESTABLISHMENT OF ALL GRA55 AREAS. REMOVE ANY
�
GT SITE IS TO BE DEVELOPED IN TWO PHASES TO ALLOW MAINTAIN
1 THE PROJECT E
COLLECTED SEDIMENT AND REMOVE THE SEDIMENT CONTROL FENCING
Miller
51TE DISTURBANCE BELOW THE MAXIMUM ALLOWED 5 ACRE LIMIT. PHASE ONE WILL
AND DISPOSE OF OFF SITE.
Associates
INCLUDE THE ACCE55 ROAD AND RELATED GRADING AND UTILITY WORK. PHASE 1A
WILL BE THE NEW AGGE55 ROAD TO THE RAILROAD. THE FOLLOWING SEQUENCING WILL
12. REMOVE ANY DEBRIS FROM THE PERIMETER OF THE 5 ran�sc�EancHrcrs
APPLY TO EACH PHASE OF WORK. AT NO TIME WILL MORE THAN 5 ACRES BE DISTURBED.
DISPOSE OF ALL WASTE MATERIAL IN A LEGAL MANNER.
NaCe
LOCKABLE CAP
2. THE LIMITS OF CLEARING AND GRADING SHALL BE STAKED BY A LAND SURVEYOR_
Engineering, PCS
CONSTRUCTION SPECIFICATION
o o
EXISTING GRADE
3. THE CONTRACTOR SHALL CONSTRUCT THE CONSTRUCTION ROAD ENTRANCE AS
=---__ ,
AREA OF DISiV ANC �
1. WOVEN WIRE FENCE TO BE FASTENED TO FENCE
no
DETAILED IN THE LOCATION OF THE PERMANENT ACCE55 ROAD.
----_--
WITH WIRE TIES OR STAPLES. P05T5 SHALL BE STEEL
° °
o u
G" PERFORATED PVC PIPE - 4' LONG
- 169 Road
51TE AREA: 1.99G.575 SF - 45.84 ACRES
EITHER °'T'° OR "U'° TYPE OR HARDWOOD
; :..
o 0
0 0
°
4. THE CONTRACTOR SHALL CLEAR THE 51TE IN AREAS OF THE PROPOSED SEDIMENT TRAPS.
f Queeosbury, Nl 12804
ury, NY
(518)745-4400
TOTAL DISTURBANCE= 253.9G5 = 5 $3 AOR
2. FILTER CLOTH TO BE FASTENED SECURELY TO
0 0
00
THE TEMPORARY SEDIMENT TRAPS ARE TO BE GRADED TO ACCEPT 5TORMWATER
sf r
�':. ` `� FAX (518) 792-8511
WOVEN WIRE FENCE WITH TIES 5PAGED EVERY 24"
o
0 0
0 o
RUNOFF FROM PROP05ED DISTURBED AREAS_ THE TEMPORARY SEDIMENT
-ROAD PAVEMENTS$ 44.719 sf = 1.03. AGR
�-
AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE.
o
° °
0
o o
0 o
° °
EXCAVATE HOLE 24" DIA. BY 4' DEEP
TRAPS SHALL BE SEEDED WITH PERENNIAL RYE GRA55 AT 5 Ibs. PER 1.000 5F.
ON f✓
G" MAXIMUM MESH OPENING.
°
0
o o
°° °
°
FILL WITH No. 2 STONE
5. THE CONTRACTOR SHALL COMPLETE 51TE CLEARING AND GRUBBING OPERATIONS AND
PHASE 1g 215.721 sf = 4.95 ACRES
PHASE 1A= 38.244 sf = 0.88 ACRES `
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH
0
0 ®
o o
0
REMOVE STUMPS FROM THE SITE. TOP501L TO BE STRIPPED AND STOCKPILED FOR REUSE
=
°`
OTHER. THEY SHALL BE OVERLAPPED BY 51X INCHES AND
o 0
0 0
°
AS INDICATED. EXGE55 tOP501L 15 TO BE REMOVED FROM THE SITE OR STOCKPILED
FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X. MIRAFI 100XP
00
o o
ON UNDEVELOPED LAND FOR FUTURE USE. STOCKPILE SHOULD BE GRADED AND SEEDED.
5TABILINKA T140N OR APPROVED EQUAL.
4. PREFABRICATED UNITS SHALL BE GEOFAB. ENVIROFENGE OR APPROVED EQUAL.
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED
WHEN "BULGES" DEVELOP IN THE SILT FENCE.
EIiNT CONTROL FENCE
NOT TO SCALE
NOT TO SCALE
SIBS SUBDIWISION
Geyser Road, City of Saratoga Springs, Saratoga County, New York
Owner/Applicant: Munter Enterprises, 881 Murray Rd, Middle Grove NY 12550
EROSION AND SEDIMENT CONTROL PLAN
A 551Date: March 30, 2017
A�FESSI���P�
Planning Board No. 17.025 Reyleiona
t May 1s, 2ov
;Beall to Bvil Cotww"
APPROVED UNDER AUTHORITY OF A DEC[ 510 ```40)l 2 ' '
�to Einaneer cormna+,ta
ON JULY 3. 2017 BY THE PLANNING BOARD 3 AvgLM 4,, 2W - Plaspond to
OF THE CITY OF SARATOGA SPRINGS En*w and cl C mwft
GHAIRPERS®N S ® 6
DATE SIGNED 1�1 r�
stir is of
M2017175 FILED
08/17/2017 10:25:52 AM
Saratoga County Clerk Page 6 of 6