HomeMy WebLinkAbout20210588 Van Dorn & Seward Final Subdivision Plans As-ApprovedCITY OF SARATOGA SPRINGS * SARATOGA COUNTY
GENERAL CONSTRUCTION NOTES
1. ENGINEERING DRAWINGS BASED ON A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY THOMPSON-FLEMING LAND SURVEYORS, P.C.
ENTITLED "MAP OF LANDS OF TOP DOG ENTERPRISES LLC SITUATE OF 46 SEWARD ST. & 61 VAN DORN ST. CITY OF SARATOGA SPRINGS,
SARATOGA COUNTY, NY."
2. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE W;TH THE NEW YORK STATE STANDARDS AND
SPECIFICATIONS FOR URBAN EROSION AND SEDIMENT CONTROL
3. ALL DISTURBED AREAS TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH TO ESTABLISH A PERMANENT STAND OF GRASS.
4. SIZE AND LOCATION OF UNDERGROUND UTILITIES ARE SUBJECT TO VERIFICATION 13Y THE CONTRACTOR BEFORE CONSTRUCTION BEGINS.
5. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY DIG SAFE N.Y. (1-800-962-7962) FOR VERIFICATION OF THE
LOCATION OF UNDERGROUND UTILITIES AT LEAST 72 HOURS PRIOR TO THE START OF EXCAVATION.
6. ALL KNOWN UTILITIES THAT EXIST ON OR ADJACENT TO THE PROJECT SITE HAVE BEEN SHOWN ON THE PLANS.
7. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PRESERVE EXISTING UTILITIES.
8. ALL UTILITIES DAMAGED OR DISTURBED BY THE WORK OF THIS CONTRACT SHALL BE REPLACED IN KIND BY THE CONTRACTOR.
9. CONTRACTOR SHALL OBTAIN THE REQUIRED PERMITS FOR WORK WITHIN PUBLIC RIGHTS -OF -WAY AS REQUIRED BY THE MUNICIPALITY AND
ALL PERMITS REQUIRED FOR UTILITY WORK ON -SITE FROM THE CITY.
10. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR WORK ON -SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION.
11. THERE SHALL BE NO CHANGES ON THESE PLANS IN ADVANCE: OF, OR DURING CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE DESIGN
ENGINEER, THE OWNER AND THE MUNICIPALITY.
12. ALL CONSTRUCTION SHALL CONFORM TO GENERALLY ACCEPTED CONSTRUCTION STANDARDS OR AS ORDERED BY ENGINEER.
13. THE CONTRACTOR SHALL COMPLY WITH CONSTRUCTION INSPEi,TION REQUIREMENTS OF ALL AGENCIES, AND PHASE WORK ACCORDINGLY.
14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO THE START OF
CONSTRUCTION.
15. FIELD ADJUSTMENT MUST BE REVIEWED BY A REPRESENTATIVE OF LANSING ENGINEERING PRIOR TO INSTALLATION.
16. PROTECT NEWLY GRADED WORK AREAS FROM TRAFFIC AND EROSION, AND KEEP THEM FREE FROM TRASH AND DEBRIS UNTIL PHYSICAL
COMPLETION OF WORK.
17. CONTRACTORS OPERATIONS ON SITE WHICH SHALL INCLUDE BUT NOT BE LIMITED TO DUST CONTROL, MATERIAL HAULING, FIRE PROTECTION,
EROSION CONTROL, ETC. SHALL BE CONDUCTED IN ACCORDANCE WITH CITY OF SARATOGA SPRINGS REQUIREMENTS.
18. LOCATE EXISTING UNDERGROUND UTILITIES IN AREAS OF WORK; IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF
SUPPORT AND PROTECTION DURING EARTHWORK OPERATIONS.
19. THE CONTRACTOR SHALL COORDINATE MAINTENANCE AND PROTECTION OF TRAFFIC WITH THE CITY OF SARATOGA SPRINGS AND SARATOGA
COUNTY DEPARTMENT OF PUBLIC WORKS. ALL MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN ACCORDANCE WITH LOCAL, STATE
AND FEDERAL REGULATIONS. ALL NECESSARY SIGNAGE SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE DEPARTMENT OF
TRANSPORTATION'S MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
20.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY WORK EASEMENTS THAT MAY BE REQUIRED FOR EXCAVATION AND
ASSOCIATED DISTURBANCE OUTSIDE OF THE RIGHT-OF-WAY ON ADJACENT PRIVATE LANDS.
21. ALL WATERMAIN AND WATER SERVICE MATERIALS SHALL CONFORM TO THE CITY OF SARATOGA SPRINGS STANDARDS AND APPLICABLE AWWA
STANDARDS.
22. WATERMAINS, WATER SERVICES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARDS FOR DISINFECTING
WATERMAINS, C-651-14, WITH THE EXCEPTION OF SECTION 5.1, TABLET METHOD. FINAL FLUSHING OF THE HEAVILY CHLORINATED WATER
GENERATED FROM THE WATERMAIN DISINFECTION PROCESS SHALL BE NEUTRALIZED AND DISPOSED OF IN ACCORDANCE WITH AWWA
STANDARDS FOR DISINFECTING WATERMAINS, C-651-14.
23. WATERMAINS SHALL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH SECTION 4 OF THE AWWA C-600 LATEST EDITION.
24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND COORDINATE ANY REQUIRED BRACING OR RELOCATION OF ANY UTILITY POLE OR
STRUCTURE WITH THE APPROPRIATE UTILITY COMPANY.
25. ALL FILL TO ACHIEVE THE PROPOSED ELEVATIONS SHALL BE COMPACTED TO 95% STANDARD PROCTOR. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE COST AND COORDINATION OF THE TESTING AND DOCUMENTATION OF THE FILL MATERIAL AND THE COMPACTION OF
THE FILL MATERIAL.
26.THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT THE SURFACE OF ALL EXISTING ROADWAYS. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR ALL SURFACE RESTORATION AND REPAIR RESULTING FROM THE CONTRACTORS ACTIVITIES. TREE TRIMMING SHALL BE
PERFORMED BY THE CONTRACTOR AS NECESSARY WITHIN THE RIGHT-OF-WAY OR UTILITY EASEMENTS. ALL DISTURBED UTILITIES, DRIVEWAY
CULVERTS, LAWNS, MAILBOXES, FENCES, SIGNS, DRIVEWAYS, DITCHES ETC. SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION,
LINES, GRADES AND POSITIONS.
27. ALL DISTURBANCE LIMITS AND SETBACKS SHALL BE STAKED OR FLAGGED IN THE FIELD PRIOR TO BEGINNING GRADING AND CLEARING
ACTIVITIES.
28. THE CITY OF SARATOGA SPRINGS SHALL BE RESPONSIBLE FOR THE OWNERSHIP AND MAINTENANCE OF THE SANITARY SEWER LINES.
29. THE CITY OF SARATOGA SPRINGS SHALL BE RESPONSIBLE FOR THE OWNERSHIP AND MAINTENANCE OF THE WATER LINES.
30. WATER SERVICES AND SEWER LATERALS SHALL BE SEPARATED BY 10 FEET MINIMUM HORIZONTALLY AND 18" MINIMUM VERTICALLY.
31. PRIOR TO CONSTRUCTION: THE LOCATION OF ALL EXISTING UTILITY POLES, OVERHEAD UTILITIES AND UNDERGROUND UTILITIES ON THE SITE
SHALL BE DETERMINED BY THE CONTRACTOR. ANY DISCREPANCIES; SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER.
THE COORDINATION AND COST FOR THE RELOCATION OR MODIFICATION OF ANY UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
AND THE COSTS FOR THIS UTILITY WORK SHALL BE PROVIDED TO THE OWNER AND DESIGN ENGINEER FOR REVIEW.
32. NO BLASTING SHALL BE PERMITTED AS PART OF THE DEVELOPMENT ASSOCIATED WITH THE APPROVED PLANS.
CITY OF SARATOGA SPRINGS PLAN NOTES:
1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS.
2.) THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929.
3.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF SITE BY THE CONTRACTOR TO A
LOCATION APPROVED BY THE CITY ENGINEER.
4.) THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION
INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE
RESPONSIBILITY OF THE APPLICANT/DEVELOPER.
5.) CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED.
6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET
OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY.
7.) ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS
ONTO A PUBLIC RIGHT OF WAY.
8.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS;
AND AN "AS -BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.
9.) THE APPLICANT MUST VERIFY THAT THE PROPOSEC PROJEuT CAN ACCOMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE
FIRE DEPARTMENT DESIGNATES.
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�,ITE LOCATION
1000 2000 4000
APPLICANT & PROPERTY OWNER:
TOP DOG ENTERPRISES LLC
1571 CENTRAL AVE
COLONIE, NY 122.05)
PLANNING BOARD # 20210588
Approved nder authority of a resolution adopted 2-rl&
5 z(P -2- 7- by the Plannin of the City of
(Date
Saratoga Spring . 6 3 Z
so7 /(Yatel Sianed
P/l0✓�� �jL'/iS/O�
N E W Y 0 R K
Sheet List
Table
SHEET NUMBER
SHEET DESIGNATION
SHEET» DESCRIPTION
1
COV-1
COVER SHEET
2
S1
EXISTING CONDITIONS SURVEY
3
S2
SUBDIVISION PLAN
4
ED-1
EXISTING CONDITIONS & DEMO PLAN
5
LMG-1
LAYOUT, MATERIALS & GRADING PLAN
6
ESC-1
EROSION & SEDIMENT CONTROL PLAN
7
DT-1
EROSION & SEDIMENT CONTROL DETAILS
8
DT-2
SANITARY SEWER & WATER SYSTEM DETAILS
9
DT-3
MISCELLANEOUS SITE DETAILS
SITE STATISTICS:
TAX PARCEL ID PARCEL 1 -
165.34-1-7
PARCEL 2 -
165.34-1-9
PARCEL AREA PARCEL 1 -
0.26f AC
PARCEL 2 -
0.55± AC
TOTAL AREA
- 0.81f AC
ZONING - UR-1 URBAN RESIDENTIAL
MINIMUM AREA REQUIREMENTS
MINIMUM LOT SIZE - 12,500 SF
MINIMUM AVERAGE WIDTH - 100 FT
MAXIMUM BUILDING COVERAGE - 20%
FRONT YARD SETBACK - 30 FT MIN
SIDE YARD SETBACK - 12 FT MIN (30 FT TOTAL)
REAR YARD SETBACK - 30 FT MIN
FIRST FLOOR AREA - 800 SF MIN (2 STORY)
MAX BLDG HEIGHT - 60 FT
GREENSPACE - 30% MIN.
PROPOSED SUBDIVISION LAYOUT
(4) SINGLE FAMILY RESIDENTIAL LOTS
UTILITIES
WATER - CITY OF SARATOGA SPRINGS
SEWER - CITY of SARATOGA SPRINGS
SOIL APPRAISAL- DEEP HOLE TESTS - PERFORMED 3/4/2021
WITNESSED BY LANSING ENGINEERING
TEST PIT #1
TEST PIT #2
0-12" TOPSOIL
0'-6" TOPSOIL
12"-48" MEDIUM BROWN SAND & SILT
6"-44" MEDIUM BROWN SAND & SILT
WITH LARGE ROCKS & COBBLES
WITH LARGE ROCKS & COBBLES
'W. BEDROCK
0. BEDROCK
MOTTLING O 36"
MOTTLING O 40"
NO GROUNDWATER
NO GROUNDWATER
Keith Kaplan. a b
-'- t - CITY OF SARATOGA SPRINGSen.,3.
• ` 1 G:YkgnaC. r . trio.-
ZONING BOARD OF APPEALS Chm)4 Grey
Matth* C tth
,A ll
.et Y Gry HAu-474IstoH.'awAY GhrK �+ Mie"
ISIwrJ 4
The Board finds these variances to be substantial. Particularly, the La One relief requested at 817%
for the rear yard setback is substantial, however, the garage location is pre-existing and created by the
new rear lot line drawn between La One and Lot Two. Further a bungalow building further
encroaching into Lot Two will be removed. The buildings on Lot One will be retained due to a current
t CITY OF SARATOGA SPRINGS
-:+1� MARK TORPEv, chair
� � � $ •' PLANNING BOARD $ARA BOIVIN. vic<Chvr
# d (', TODD rABOZZI
This approval shall expire if not enacted within 180 days asset forth in die City of Saratoga Springs
Subdivision e$uh[ions Article 11 Se
R ction I. D. 15.
„} ,3 SwwC- r.k vvtmK 12865 Svraznc Mar rs
a Gaye Simpuxn
lease held by Rose Tait and ending Ni May 21, 2024. The Applicant desires creating three lots which
_ City Hail - 474 Broadway RUTH HORTON
LEXIE RONITATIBUS
Aueust 13 2021
Chair
rt!i Sia.587-3550 rz 51B 580-9480
I Kaehken O'C•,xxrer. anornate
r uire substantial relief and stated that, "There are 49 residenda lots in the neighbrn'Ix>od and 34 lots
-% ♦ - Saratoga Springs, New York 12866
KER0.Y MAYO
Date filed with the Accounts Dept.
www.WutorsiPPmI-c-
are smaller than Lot Twos 0.263 acres."DOTY
•+ Tel SI8-5873S50 fax.S1858G-9480
N
-
www.sa atoya-spr;ngs.og
SHA AJEN
SHAwIW dENKS. Akernaro
ccZon rig and Ru:idiay mspe«o., OR,,. DPS Acroun;s Dept.. AppRraat. Pk
4. The variances will not have significant adverse physical or environmental effect on the neighborhood or
#20200022
district. Removal of the Day Care Center and the bungalow will remove a non -conforming use in the
NOTICE. OF DECISION
/N 774E MATTER OF THEAPPE.4L OF
UR-I zone. The Day Care being a commercial use and the bungalow representing another residence
DOG ENTERPRISES, LLC
on an existing lot on Seward Sweet. Three single family residences will be more in keeping with the
IN THEMATTER i 0588
1571 CENTRAL. AVENUE
neighborhood and will reduce traffic to a commercial site.
SIGN
TOP DOG ENTERPRISES SUBDIVISION
ALBANY, NY 12205
5.- The alleged difficulty is self created ittsofa- as the applicant desire to divide the two lots into four.
46-46A SEWARD ST. AND 61 VAN DORM
hov+ever this is not necessarily fad to the application.
SARATOGA SPRINGS, NY 12866
from the determination of the Building Inspector involving the lots at 46-46A Seward Street, in the City of
Saratoga Springs, NY being tax parcel number 165.34-1-7 & 9 on the Assessment Map of said City.
'
Involving the premises with tax parcel # 165.34-1-7 and 165.34-1-9. in the City of Saratoga Springs, on an
application for final subdivision plat review of a four -lot residential subdivision within the Urban Residential -
The applicant having applied for an area variance under the Zoning Ordinance of said City to permit the
Note: Planning Board, April 30, 2020 favorable advisory opinion
I District with the Planning Board who met on July 15, 2021 and made the following decision(s) with a 5-0
development of a four -lot subdivision in the UR-i District and public notice having been duly given of a hearing
vote (In favor: Torpey, Horton, Dory, Dal Pos, Jenks):
on said application held on June 8 and July 6, 2020.
Condition: Demolition of day care center and bungalow
In accordance with 6 M'CRR Part 617, the Planning Board classified this request as an Unlisted Action.
In consideration of the balance between benefit to the applicant with detriment to the health, safety and welfare
of the community, i move that the requested area variances for the following amounts of relief:
Adopted by the following vote:
0 Issued a Negative SEQRA Declaration on April 30. 2020.
TYPE OF REQUREMENT DISTRICT ! PROPOSED RELIEF REQUESTED
DIMENSIONAL
AYES: 5 (K. Kaplan, B. Gallagher, C. Grey, G. Simpson. K. O'Conner)
NAYES: 0
E Issued preliminary subdivision plat approval of a four -lot residential subdivision m per the requirements set
forth in the City of Saratoga Springs Subdivision Regulations with conditions on Feb. 25, 2021.
REQUIREMENT
MINIMUM REAR YARD SETBACK, LO7 ONE 30' 5.51 24 5' oR.. 7%
®Issued fins subdivision plat approval of a four -lot residential subdivtsion as per the rcuirements sec forth in
q
_
MINIMUM LOT SIZE, LOT TWO 12.50.0 5Q rr' 7 63b SQ ET 4 864 R 38 9%_ i
the City of Saatop Springs Subdivision Regulations with the following conditions on July 15. 2021:
MINIMUM LOT WIDTH LOT TWO 100 ' 67 5' 32.5' OR 32.5%
.
Dated: July 6, 2020
• Replace the water and sanitary sewer Infrastructure along the southern side of lot 4.
MINIMUM LOT SIZE. LOT THREE 12 50. 0 SQ vT 7,636 So tT 4,864 OR 38.4%
`MINIMUM LOT WIDTH, LOT THR-E 100' : 63.3' 36.T oR 36 7%
.- __ .._.-_-_. ._ _._... .. _. _.
MINIMUM LOT SIZE, L07 FOUR I2,500 sQ FT . 7.63b SQ FT 4.664 Da 38.9%
decision unless the necessary building
This p the ate � � b "din
s variance shad ex ire 18 months following t filing d of such de
�
t al construction n as r 240-8.5. I.
has been d begu
• I n Seward St. and re lace with deconnve sweet light
Remove light fixture on the existing utility pole o p g
within the tree belt aloe applicant's Iron a on Seward per DPW satisfaction with coordmatioi: from
$p
MINIM...._............_.......H......_......_..............___..........._................_.._. -. ___........ 9................_....
MINIMUM LOT WIDTH. LOT FOUR ICO' ! 60.2' 39.8'oR 39.8%
permn sued a r actual u pe
National Grid.
.................._..__.._,_____.____
-...... ----_..._...........F
..-....._...--.._.._ ...........................- _ .................
• No blasting shall occur on the property during site vtrk or for future home construction.
I hereby certify the above to be a full, true and correct copy of a resolution duly adopted by the Zoning Board
One tree shown on private property w be reheated to ROW on Van Dorn.
As per the sobmated plan - lesser dimensions, be approved for the following reasons:
of Appeals of the City of Saratoga Springs on the date above mentioned, five members of the Board being
: Add easement for emergency vehicle turnaround at the end of lot 4 on Van Dorn. Easement language
t. The applicant has demonstrated this benefit cannot be achieved by other means feasible to the
present.
shall be to the satisfaction of the City Attorney.
applicant. Uses of the two lots pre -date current zoning requirements and consist of three residential
�,_,.�,
• Final plans shall be to the satisfaction of DPW and the City's Designated Engineer.
buildings and a commercial day care building. Development of three residential lots on Van Dorn Street
• Applicant to improve stormwater management by infiltration and/or use of porous pavement.
will be consistent with the residential neighborhood adjacent to the properties. With the removal of
SIGNnIURf0 °t20
• Use variance for the day care center shall be extinguished with implementation of final subdivision
the D Care Center and the b there will be a reduction in overall buildings and will conform Day bungalow, $
_
LL.11R DnTf RLCi:fl'f:*J FlY Accnu\l sDrl,E,
approval.
to the neighborhood.
t. The applicant has demonstrated that granting this variance will not create an undesirable change in the
The applicant :s required to complete the following as per the City of Saratoga Sprngs Subdivision Regulations:
-
neighborhood character or detriment to nearby pi opeides, Although these lots are in the UR. I zone,
• Deliver a letter of credit or cash escrow as a performance guarantee to the City for required on -aril
they are surrounded by both UR-2 and UR-4 which allow for smaller lot Sizes- Further the applicant
offsite improvements.
provided lot sizes along bah Van Dorn and Seward Streets that are not only equal in size but in many
• Submit a fee in lieu of recreation of $2.000 for each new residential lot per Appendix A of the
cases smaller in bah size and width. The Board funds that these proposed lots will conform with the
Subdivision Regulations.
neighborhood.
• Submit two (2) mylar and two (2) paper copies of the final approved subdivision plat for signature by
the Planning Board Chair
£
File the signed final subdivision plat with the Saratoga Country Clerk within sixty-two (62) days a
• F
provided in Article 3, Section 32 of General City Law.
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COVER SHEET
PROJ. NO: 918.00 C O /_
SCALE: AS SHOWN V
DATE: 11 /9/2020 SHEET 1 OF 9
M2n29i na
FII Fri
06/22/2022 11:17:56 AM
- _ Saratoga County Clerk Page 1 of 9 _
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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.
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Only apparent easements (if any) are shown
on this survey. No abstract of title was
available.
TBM
TOP OF NAIL
UT1L. POLE
NG10 NYT10
ELEV=377.15
FLOW
8"PVC 8"PVC
SAN.MH.
RIM=372.64
INV.WEST=369.0
H INV.SOUTH=369.0
INV.EAST=368.9
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SAN.MH.
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(CANNOT OPEN)
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RIM=365.57
INV.IN(NORTH)=362.5
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MPL i 1 +370.54 DECK & STEPSBILCO DOOR
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SPRUCE ; I l I o i TO BE REMOVED ELEC. METER / REMOVED ' 36 .04 3
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# 165.34-1-7
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Map Legend
•
5/8" steel rod set with a tag
o
marker found, labeled
®
utility pole
X
lamp post
®
cleanout valve
®
water valve
- -
overhead wires
-°-°-°-
chain -link fence
-x-x-x-x-
wire fence
G
gas line
w
water line
-SA-
sewer line
---
property lines
Map References:
1. "A Map of lands of Harry D. Snyder, Jr. for W.J. Grande
& Son, Inc." by C. Donald Carpenter Jr. dated Jan. 1983
last revised March 1983 filed in the Saratoga County
Clerk's Office as Map S-141.
2. "Seward Street Center Minor Subdivision" by Gerow
Associates dated Oct. 29, 1985 revised Dec. 5, 1985
and filed in the Saratoga County Clerk's Office as Mop
S-142
Easement:
1. Reference is made to easement reservations
made in Bk930 P717.
2. Reference is made to a sewer easement
10' wide to the City of Saratoga Springs in
Bk854 P221.
Deed Reference:
Top Dog Enterprises, LLC
Inst. #2019014391
/ VALVE
5/8 "IR.'
_ _- 0,
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Certification :
IT IS HEREBY CERTIFIED TO TOP DOG ENTERPRISES, LLC
that the map was prepared in accordance with the current existing Code of Practice
for Land Surveyors adopted by the New York State Association of Professional Land
Surveyors, Inc. The certification is limited to persons for whom the boundary survey
map is prepared, to the title company, the governmental agency, and to the lending
institution listed on this boundary survey map.
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9/8/2021
UTILITIES ADDED
1/29/2021
MISC.
9/18/2020
TOPOGRAPHY ADDED
5/15/2020
CLEANOUT VALVES
DATE
DESCRIPTION
REVISIONS
DATE:
Oct. 10, 2019
JOB NO.:
S19-164.24
DRAWN
BY: DES
CHKD.BY: WMT
SCALE:
10
1 " = 20'
0 10 20
S 19-164.24
P:\TUV\Top Dog Enterprises, 46 Seward & 61 Van Dorn S19-164\Carlson\S19-164 Top Dog Enterprises S1 Existing Conditions.dwg
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Variances
Variances were granted by the City of Saratoga Springs Zoning Board
of Appeals on July 6, 2020 as follows:
#20200022
IN THE MATTER OF THE APPEAL OF
TOP DOG ENTERPRISES, LLC
1571 CENTRAL AVENUE
ALBANY, NY 12205
SAN.MH.
0
W
W
PROPOSED UTILITY EASEMENT
FOR EXISTING WATER &
SANITARY SEWER SERVICES
r1/f TO THE LOTXIST1NG HOUSE AND GARAGE
Seward St. Ce n ter, Inc. MH.
Bk1161 P280 NK 0
RETAINING WALL CHAIN -UST
FENCE POST
5/81R. S76" 19'35 "E 236
1 171.32' 9
° CHIMNEY C.4^ 10.00' / o�
I ° O / o
° ° ° ° PORCH do ! CHIMNEY 1 N76' 19'35 W 110.39' 15' SETBACK 1
01 STEPS GARAGE W. 5.5' '
ik---- 27.4' WOOD FRAME HOUSE I I APARTMENT
( 2-STY. 1-STY. CELLAR ENT.
II STEPS I (3)ELEC METERS 1 Lot 2 1
1 1
01 I 22.6' 7636 s.f.
k F------- 30.9' - - - - 50.8'
C Mi
D I w r\ N N cp t o
a, Ch CD
c� 1 W M F
WI w ° RETAINING WALL I� u, SAN.
a,l. w I cv o
�I o Lo-o-o-o-o-o I Z 1
Z; -1 ''� I 15' SETBACK
I °
Lot 1
II 1 , „� �
O
°1 12,500 s.f. �1 ' N82'4111 '
--
01 46 Seward St. " 1
I S -7 ' 11 E 16.89
•
o ° 30' 1
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SyF0 ° (. M 7636 s.f.
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42 Seward St.
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Inst. #20120J 1007
Tax Parcel ID 165.34-1-8
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Lot 4
0
7636 s.f.
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001
C) N6225'06 E 'o,� S83'46,00"E
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11.44 N
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UTILITY EASEMENT
L
Peter L-oY°IO
Peter
CLEANOUT/ '
GRANTED TO TH
THE
#201703
VALVE
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CITY OF SARATOGA SPRINGS
Inst.
TYPE OF REQUIREMENT
DISTRICT
PROPOSED
RELIEF
DIMENSIONAL
REQUESTED
REQUIREMENT
Minimum rear yLrLsetqack. lot one
30, -
' 5.5'
1 24.5' or 81.7%
Minimum lot size, lot two
12,500 sq ft
7,636 sq It
4,864 or 38.9%
Minimum lot width, lot two
100'
67.5'
32.5' or 32,5%
Minimum lot size, lot three
12,500 sq ft
7,636 sq ft
4,864 or 38.9%
Minimum lot width, lot three
lou
63.3'
36.7' or 36.7%
Minimum lot size, lot four
12,500 sq ft
7,636 soft
4,864 or 38.9%
minimum minimum lot width, lot four
100`
6'
39.8' or 39.8-
Map
Legend
•
5/8" steel rod set with a tag
o
marker found, labeled
0
utility pole
X
lamp post
UR-1 AREA REQUIREMENTS
0
cleanout valve
®
water valve
Maximum Percent
of Lot to be
Minimum
Principal
Accessory
Building
- - -
property line
Occupied
Yard Dimensions
Buildings
Minimum Distance to
Mean
One
Total
inimum
Maximum
Principal
Front
Side
Rear
Minimum
-' -
overhead wires
Zoning
District
Minimum
Lot size
width
Principal
Building
Accessory
Building
Front
(feet)
Rear
(feet)
Side
Side
First Floor
Area
Height
g
Building
9
Lot Line
Lot
Line
Lot
Line
Percent of
Lot to be
-o-o-o-
chain -link fence
(feet)
(feet)
(feet}
(square feet
(feet)
(feet)
(feet}
feet
feet
Permeable
-x-x-x-x-
fence
U R-1
12,500 SF
100
20
8
30
30
12
30
1 Story=1,100
60
5
30
5
5
30
wire
2 Story=800
Unauthorized alteration or addition to a survey
map bearing a licensed Land Surveyors Seal is
a violation of Section 7209 subdivision 2 of
the New York State Education Law.
Only apparent easements (if any) are shown
on this survey. No abstract of title was
available.
I INST. 12021044451
n/f °
Inc 0. Harney
60 055 P260
40 Seward St.
Tax Parcel ID 165,42-2-1
n/f
Lisa K. Crowley
Inst. #2015029270
38 Seward St,
Tax Parcel ID 165.42-2-38
Deed Reference:
Top Dog Enterprises, LLC
Inst. #2019014391
Map References:
1. "A Map of lands of Harry D. Snyder,
Jr. for W.J. Grande & Son, Inc." by
C. Donald Carpenter Jr. dated Jan.
1983 last revised March 1983 filed
in the Saratoga County Clerk's
Office as Map S-141.
2. "Seward Street Center Minor
Subdivision" by Gerow Associates
dated Oct. 29, 19�85 revised Dec. 5,
1985 and filed in the Saratoga
County Clerk's Office as Map
S-142.
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PAVEMENT
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SEE EASEMENT REF. 12
EASEMENT GRANTED TO THE
CITY OF SARATOGA SPRINGS
FOR THE PURPOSE OF A
TURN -AROUND FOR
FIRE DEPARTMENT APPARATUS
INST. #2021044451
Easement: Certification :
1. Reference is made to easement IT IS HEREBY CERTIFIED TO TOP DOG ENTERPRISES, LLC
reservations made in Bk930 P717 that the map was prepared in accordance with the current existing Code of Practice
(see proposed easement for new for Land Surveyors adopted by the New York State Association of Professional Land
Surveyors, Inc. The certification is limited to persons for whom the boundary survey
location. map is prepared, to the title company, the governmental agency, and to the lending
institution listed on this boundary survey map.
2. Reference is made to a sewer
easement 10' wide to the City of
Saratoga Springs in Bk854 P221.
21►b
Approved and r a Ithor' of a resolution
adopted Zto Z by the Planning f,,X-
Boar t f Saratoga Sprig .
& �'._ hairpter on Datel Signed
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9/8/2021
EASEMENT ADDED
5/5/2021
U1ILITY EASEMENT
1/29/2021
MISC.
5/15/2020
CLEANOUT VALVES
DATE
DESCRIPTION
REVISIONS
DATE:
Feb. 14, 2020
JOB NO.: S19-164.24
SCALE:
10
1 " = 20'
0 10 20
S19-164.24
\IVV\Iup Uvy cnier rases, 4o >ewaru cc o i van uom J I y- I a4 uanson J 1 y- I a4 iop uog tnterpnses Jz JUDaivision MoP 9 fvz.aw I Y I 1 U 11 I V b ' `L_"
06/22/2022 11:17:56 AM
Saratoga County Clerk Page 3 of 9
SURVEY
��� ����'�� �y NOTES:
���U���|���� ����� �� ������U � ������0�
SURVEY NOTES:
1' THE DEED DIMENSIONS MEASURED WEST FROM VAN DDRN STREET AND EAST FROM SEWABD STREET DO
NOT MEET, LEAVING A GORE AREA BETWEEN THE PARCELS. A BOUNDARY LINE AGREEMENT MIGHT BE
NEEDED TO RESOLVE THE DISCREPANCY.
EASEMENT
1' REFERENCE IS MADE TO EASEMENT RESERVATIONS MADE IN 8h930 P717'
2' REFERENCE IS MADE TO A SEWER EASEMENT 10^ WIDE TO THE CRY OF SARAJOQA SPRINGS IN Bh854 P
221.
DEED REFERENCE:
TOP DOG ENTERPRISES, LLC INST. #2019014391
MAP REFERENCES:
1' .A MAP OF LANDS OF HARRY D. 8NYDER, JR. FOR W.J. GRANDE 8h SON, INC.'" BY C. DONALD
CARPENTER JR' DATED JAN' 1983 U\OT REVISED MARCH 1983 FILED IN THE EARAJDGA COUNTY CLERK'S
OFFICE AS MAP S-141.
2' °SBVARD STREET CENTER MINOR SUBDIVISION" by GERDYV ASSOCIATES DATED OCT. 29^ 1985 REVISED
DEC. 5, 1985 AND FILED IN THE SARATOQA COUNTY CLERK'S OFFICE AS MAP S-142.
FLOV'V
S�N.WH
iN�SD TH=309,0
'
|NKE4ST=JGO8 �
�
o�\
75
EXISTING GRAVEL TO BE REMOVED
AND DISPOSED OFATA LICENSED
WASTE FACILITY
TOP OF NIAI�
01
EXISTING COBRA STYLE LIGHT
FIXTURE TO BE REMOVED AND_~~~~~-
DBPDSED DFATA LICENSED
V0\8TE FACILITY
EXISTING CHAIN LINK FENCE AND
GATE TO BE REMOVED AND
RELOCATED ALONG EASTERN EDGE
OF PROPOSED SIDEWALK. REFER
TO SHEET UWC-1 FOR LOCATION
OF RELOCATED FENCE
EXISTING TREES TO BE REMOVED
/
AND DISPOSED OF AT A LICENSED
WASTE FACILITY FOR SIDEWALK--
SANW
INSTALLATION {T��
x|m�J75F5
'
|,NV�ViESS7=J09S
m
|NVA0KTM=JS
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NOTES:
1' CONTRACTOR SHALL COORDINATE WITH EACH RESPECTIVE UTILITY COMPANY
AND THE CITY OF SARAJDCA SPRINGS FOR SCHEDULING OF THE
ABANDONMENT AND RBW{XA\L OF ALL UTILITIES TO THE EXISTING STRUCTURE
TO BE REMOVED. ALL UTILITIES SHALL BE FIELD LOCATED AND VERIFIED
PRIOR TO CONSTRUCTION AND DEMOLITION.
2. REFER TO DETAIL 1 ON SHEET DT-3 FOR PAVEMENT RESTORATION INCLUDING
SAW-CU7rING, SUB -BASE, TACK COAT AND PAVEMENT THICKNESS.
CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY DAMAGES TO CRY
STREETS. RECOMMEND USE OF WHEELED MACHINES AND STEEL SHEETS TO
AVOID DAMAGES TO EXISTING ASPHALT SURFACES'
/
/
22'
Seword
371,75
2 STY.
M.
EXISTING CONCRETE TO BE
FIR
REMOVED AND DISPOSED OF AT A
LICENSED WASTE FACILITY
EXISTING WOOD FRAME HOUSE.
DECK AND STAIRS TO BE REMOVED
AND DISPOSED OF AT A LICENSED
WASTE FACILITY
EXISTING TREE TO BE CLEARED &
GRUBBED (TYP.)
'vEXISTING WATER SERVICE(S). CONTRACTOR TO
RIFY EXISTING LOCATION, SIZE, AND QUANTITY
OF EXISTING LINES TO BE RELOCATED PRIOR
TO CONSTRUCTION. AS -BUILT DRAWINGS AND
SURVEYOR INVESTIGATION INDICATE
SERVICES WITH (J) CURB STOPS AND RECORD—,—'
DATA INDICATES POSSIBLE SERVICE TO 3
HOMES ALONG SEWARD STREET. CONTRACTOR
TO VERIFY QUANTITY OF LINES TO BE
RELOCATED AND COORDINATE VNTH DESIGN
ENGINEER 8t CITY OF 8ARATOQA SPRINGS DPW
PRIOR TOALL CONSTRUCTION
EXISTING SANITARY SEWER SERVICE
CONTRACTOR TO VERIFY EXISTING LOCATION,
SIZE, AND QUANTITY OF EXISTING LINES TO BE
RELOCATED PRIOR TO CONSTRUCTION.
AS -BUILT DRAWINGS AND SURVEYOR
INVESTIGATION INDICATE ()} SERVICE HOWEVER
RECORD DATA INDICATES POSSIBLE SERVICE TO
3 HOMES ALONG S[WARD STREET.
CONTRACTOR TO VERIFY QUANTITY OF LINES TO
BE RELOCATED AND COORDINATE WITH DESIGN
ENGINEER 8: CRY OF SARATOQA SPRINGS DPW
PRIOR TO ALL CONSTRUCTION
APPROXIMATE LOCATION OF WATER &
SANITARY SEWER SERVICE FOR WOOD
FRAME HOUSE AND GARAGE TO REMAIN.
CONTRACTOR TO VERIFY EXISTING UT|LTIY
LOCATION PR/DR TO CONSTRUCTION. UTILITY
EASEMENT TO BE PROVIDED FOR SERVICE
LOCATIONS.
�
EXISTING WOOD FRAME HOUSE TO
BE REMOVED AND DISPOSED OF
AT LICENSED WASTE FACILITY
-
' EXISTING CONDITIONS & DEMOLITION PLAN
S ALE: °= ,
APPROXIMATE LOCATION OF EXISTING SANITARY
SEWER AND WATER SERVICES TO BE REMOVED
AND DISPOSED OFATA LICENSED WASTE
FACILITY. SURVEYED LO[A11DN UNKNOWN AND
ACTUAL LOCATION SHALL BE VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION AND
DEMOLITION. EXISTING ASPHALT TO BE REMOVED
AND DISPOSED 0FATA LICENSED YK4ETE
FACILITY FOLLOWING SERVICE LOCATION
VERIFICATION
EXISTING ASPHALT PAVEMENT TO
BE REMOVED AND DISPOSED OF
AT A LICENSED WASTE FACILITY
FOR WATER SERVICE 8n SANITARY
SEWER SERVICE CONNECTIONS
��&�
�/��2bJ57
EXISTING OVERHEAD ELECTRIC
/ NV, /N(NORTL) 3V25
SERVICE TO BE DISCONNECTED AND
REMOVED PRIOR TO CONSTRUCTION
BY UTILITY PROVIDER
-
APPROXIMATE LOCATION OF EXISTING
SANITARY SEWER AND WATER SERVICES TO
BE REMOVED AND DISPOSED OF AT A
LICENSED WASTE FACILITY. SURVEYED
LOCATION UNKNOWN AND ACTUAL LOCATION
SHALL BE VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCODN AND DEMOLITION.
EXISTING ASPHALT TO BE REMOVED AND
DISPOSED OFATA LICENSED WASTE
`
FACILITY FOLLOWING SERVICE LDC/Ql0N
VERIFICATION
EXISTING SHED TO BE REMOVED
AND DISPOSED OFATA LICENSED
WASTE FACILITY
-
FILED
napn,3rnwx) I I'17'9;iR AM
EXISTING ASPHALT PAVEMENT TO
BE REMOVED AND DISPOSED OF
AT A LICENSED WASTE FACILITY
FOR WATER 8c SANITARY SERVICE
CONNECTION
EXISTING GRAVEL DRIVEWAY 0BE
REMOVED AND DISPOSED OF AT A
LICENSED WASTE FACILITY
EXISTING ASPHALT PAVEMENT TO
BE REMOVED AND DISPOSED OF
AT A LICENSED WASTE FACILITY
FOR WATER & SANITARY SERVICE
CONNECTION AND REPLACEMENTS.
EXISTING SANITARY SEWER SERVICE 8:
WATER SERVICES TO BE RELOCATED
ALONG EXISTING PROPERTY BOUNDARY
FOR CONSTRUCTION OF NEW
SINGLE-FAMILY RESIDENCE. REFER TO
SHEET LMG-1 FOR PROPOSED
INSTALLATION LOCATIONS.
EXISTING ASPHALT PAVEMENT TO BE
REMOVED AND DISPOSED OF AT A
LICENSED WASTE FACILITY FOR SANITARY
SEWER SERVICE CONNECTION.
. .
'
PLANNING A(l4RD 4 20210588In
-5/7 0/s2, by Poard of the City of
Saratoga Springs.
ID
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SCALE: AS SHOWN ED-1
M2022106
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Saratoga County Clerk Page 4ufS
�
LEGEND'
EXISTING FEATURES PROPOSED FEATURES
FIRE HYDRANT T
W_ WATER LINE
CB
91 CATCH BASIN
MAME/011
e STORRMftlMpNHHOOLE �DMH
FRAIE• APPROXIMATE LOCATION OF WATER do STORM WATER LINE -----------
SANITARY SEWER SERVICE FOR WOOD
FLOW FRAME HOUSE AND GARAGE TO REMAIN. _- SANITARY GRAVITY LINE
8"PVC R"P4 _ CONTRACTOR TO VERIFY EXISTING UTILITY
LOCATION PRIOR TO CONSTRUCTION ------------- SANITARY FORCEMAIN ----�-
SA.NA! H.
RIM=37Z64 `.. C
SANITARY STRUCTURE
INV. 111rST=389.0
' INV.Sv:1T'i=3c9.0 , . - EXISTING HOUSE AND GARAGE TO GRINDER PUMP
,
N
IfV.EAST=368.9 z CO
SANITARY CLEANOUT
,.� . REMAIN ON LOT 1
PROPERTY LINE ■ ■ ■ ■ rs
SANAMI
nff PROPOSED UTILITY EASEMENT RIM=38.39
Seserd St. Center, 1rw. FOR EXISTING WATER do
374.72-E374.51 i c `• WOODS Pk1161 f 280 SANITARY SEWER SERVICES TO
PROPOSED DECORATIVE STREET �' V RETAINING WALL EXISTING HOUSE & GARAGE
• .....�.�. a� .<,. CHA, Link
LIGHT (TYP). CONTRACTOR SHALL 5/8 ' �,.. ��' FENCE POST/ �° h� REALTY SUBDIVISION LOT # (TYP.)
COORDINATE WITH NATIONAL GRID r r. tr. .,■�� r., .. . i....r_. ..
PRIOR TO LIGHT POLE INSTALLATION 127.31' �� ■■ '� ��^ '�e^ 5 STREET ADDRESS (TYP.)
j �•�' -
i .• 1 373.67 HIMNEY A NdS A 109.4
NH - 365.94 PROPOSED APPROXIMATE GARAGE FINISH
j ¢ •,._ 370.18 0 0 3` sj`'7 372.23 -371.7 NyS �, NHS NHS n �a .
CF.i.
-� - b -3� - - - f N HS �.84 TJ7.50
• � ti a --- r ---_ a _.- - � _ 36 OOR ELEVATION �L Hs N FL ELEV (TYP.)
`cc PORCH ` -=3tx- -L --_ �i' yam°' % 1 - - - - - - - - Z. 366 47
STEPS ' D FRAME HOUSE 3-CH
.F �N
�) 2 WOOD
I 1-STY. '- 2 STY. 3) : �. "~; ' RS - �K / I sa+��
I I ��LUaR ENT. yo 4}
PROPOSED RELOCATED CHAIN LINK 1 I I I-`ssso
Z z l� c, `PS ' 37^• '�369.96 / CO `
FENCE (TYP.) :p N O �3.3.cs 3r. ^ ' 7636t SF s ,• 3s (1) CO 0
3 I 0.18f AC L _ 60 SAS Ma, z N
.. 373.74
O \ 375.64 0 3?3F - . 1 / / 5 �'ri �„ IN'. N,NORT�1)=36?.5 o a Z (D
1 () r. I \ FFE=371.X4 w St . INVOUT'SOUTH)=361.6
IBM �% 4 �� PROPOSED u c' RETA'NIN 7' _X.ALL n g (�
TOP OF NAIL �' z h ^h.• k DRIVEWAY / Q -
�J GFF=368.64 0
\ ``' 4- I - .sa EXISTING ELECTRIC POLE WITH = o O
UTIL. POLE y is o`� h, . y , 3 •94 ____ _-- - ' --, ( 370.41 I ^ / t 365 COBRA STYLE LIGHT FIXTURE ~ 3 �; 0
NG1Q NYT10 3 % 1 ,�
1 woo-0 - O z
ELEV=377.15 I LOT 1 _% o-o--a--c�- a \ �j `� 1` m z ►- z U
.+ I / L 1- 'ass, tt t o Z w Z o W (� W
12,500t SF / a 3XG.O 368 ,�� o � o: F P U (0 D
n I 0.29t AC / ' I l 3.}�,23 s } i`` �_ ` EXISTING FIRE HYDRANT (TYP.) S v Z UJ
/ !I `� t 2 ago o�in F- }
CO ` l h ^r h I w`' \ i ..� 365' ZQQ�SLU Q z
(10 ¢ (1) l h �i I /-�...370.54 F 367 g
�✓ 1 N " i ( ' j ¢ ' PROPOSED POROUS ASPHALT a33N7�ti
}
f -89 v .,. DRIVEWAY (TYP.) REFER TO
DETAIL 7 ON SHEET DT-3 ��� G .�
N 6-
L \\ 3a =�4..� O
z (1) d`i �\ ? 371.43 ss. i463 ZIN 0
1 N_ /, J as . �� 365 jLd
0 3 PROPOSED 3/4" COPPER WATER o `� o
v SERVICE. CURB STOP AND BOX SHALLLOT 3 BE INSTALLED
�I •~°b \ _
.tI APPROXIMATELY 5' FROM VA ID
8" S 37448 370.3 7636t SF� FRONT PROPERTYLINE(T�LICE
37i8 37567
u CONTRACTOR TO VERIFY LOCATION SIZE
RIM=375.6r, � _ � `��s � 123.28'
„: ! AND MATERIAL OF EXISTING WATERMAIN u.
FFE�369.95' x: s 9g PRIOR TO CONSTRUCTION TO VERIFY THE
Itv"!.WES?=369.9 Z-t--375s8 � 1 ";:. 0^
�,, _
11 .�iOR:H=359.8 `� J I SyF� o I GFF=367.45' •^ >4 CORRECT MATERIALS ARE UTILIZED FOR
j
"FhR �,. '"� O � j vt• .. �'�' BN � j WATER SERVICE INSTALLATION.
8 a '
$AN j
n -� 46, PROPOSED 6" SDR35 SANITARY SEWER
LATERAL AT 2.09 MINIMUM SLOPE (TYP)
3 0 z
I /f ' -� 12 f 7 ' . ` PROPOSED SANITARY CLEAN -OUT (TYP.) O vo-i
n
Angelo 0367 i_ X 363 82 o
! / 'CK
1nst. #2012031007 0 11 t v y' �} o- Q Ll W
W ;. ', 6t 1 3 ,,i.42 0 U O
r�i O F H
U
z z Uf
G y�^ /LOT 4 t 1 PROPOSED FIRE APPARATUS °C Z 0
cv X 7636f SF t,+r4 - ,; 3 . a a
- ACCESS TURN -AROUND (TYP), Q N
PROPOSED PROPERTY LINE (TYP.) ! ® 7b.18f AC I __ LEAW, d 'ES U6kp r h 363�� i EASEMENT SHALL BE PROVIDED TO a ° o
s - - THE CITY OF SARATOGA SPRINGS a z
a \ FFEL369.95 - - 1 FIRE DEPARTMENT W g
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PROPOSED WATER SERVICES . CONTRACTOR TO VERIFY ° ter L°Y61a ¢„
O CLEA �i Pe 035207 PROPOSED llTlllTY
EXISTING LOCATION, SIZE, AND QUANTITY OF EXISTING 20= 7 EASEMENT
` VALVE l', tnst. �` •
LINES TO BE RELOCATED PRIOR TO CONSTRUCTION. 1
AS -BUILT DRAWINGS AND SURVEYOR INVESTIGATION
INDICATE (3) SERVICES WITH (3) CURB STOPS AND 'U .
RECORD DATA INDICATES POSSIBLE SERVICE TO 3 HOMES t
ALONG SEWARD STREET. CONTRACTOR TO VERIFY QUANTITY EXISTING SANITARY SERVICE do WATER SERVICE RELOCATION
OF LINES TO BE RELOCATED AND COORDINATE WITH LOCATION. CLEAN -OUT TO GRADE TO BE INSTALLED AT
DESIGN ENGINEER do CITY OF SARATOGA SPRINGS DPW RIGHT-OF-WAY LINE. PER CITY DPW, EXISTING CLEANOUT
PRIOR TO ALL CONSTRUCTION AND LATERAL TO MAIN SHALL BE ABANDONED AND NEW
SANITARY LATERAL SHALL BE EXTENDED IN A STRAIGHT LINE TO THE EXISTING SANITARY MAIN. EXISTING WATERMAIN TO
BE REPLACED BACK TO CORPORATION STOP _
PROPOSED PRESSURE RATED SDR21 ' SANITARY LATERAL
CONTRACTOR TO VERIFY EXISTING LOCATION, SIZE, AND '
QUANTITY OF EXISTING LINES TO BE RELOCATED PRIOR TO
CONSTRUCTION. AS -BUILT DRAWINGS AND SURVEYOR
INVESTIGATION INDICATE (1) SERVICE HOWEVER RECORD DATA
INDICATES POSSIBLE SERVICE TO 3 HOMES ALONG SEWARD
STREET. CONTRACTOR TO VERIFY QUANTITY OF LINES TO BE
RELOCATED AND COORDINATE WITH DESIGN ENGINEER & CITY
OF SARATOGA SPRINGS DPW PRIOR TO ALL CONSTRUCTION
LAYOUT MATERIALS & GRADING PLAN
'Y
0 10 20 40 80
PLANTING LIST: &M' *IF REQUIRED LANDSCAPE MATERIALS MID/OR SIZES ARE Hn OBTAINABLE, SUBMIT PROPOSAL
OF ALTERNATIVE MATERIALS TO OWNER/LANDSCAPE ARCHITECT FOR APPROVALS AND SUBS7TRMONS.
ABRV
BOTANICAL NAME
COMMON NAME MY
SIZE
COND
SPACING REMARKS
BN
BETULA NIGRA
RIVER BIRCH
3
3" CALIPER
B&B
AS SHOWN
CO
CELTIS OCCIDENTALIS
HACKBERRY
3
3" CALIPER
B&B
AS SHOWN
PS
PINUS STROBUS
WHITE PINE
5
8' HEIGHT
B&B
AS SHOWN
DENSE
PLANNING BOARD # 20210588 LAYOUT,
Approv d n er authority of a re adopted MATERIALS &
GRADING PLAN
2 by he a Itgg Board of the City f
(fiatey//
ti.
Saratoga Springs. , a, 3 L y PROJ. N0: 918.00
FILED Chairperson i Dat gned SCALE: AS SHOWN LM G-1
M2022'106
1�717n77 i 1.17•F;F AM ;
-s -" DATE: 11/9/2020 SHEET 5 OF9
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Saratoga County Clerk Page 5of9
TABLE 5.3 SOIL RESTORATION REQUIREMENTS*
TYPE OF SOIL DISTURBANCE
SOIL RESTORATION REQUIREMENT
COMMENTS/ EXAMPLES
NO SOIL DISTURBANCE
RESTORATION NOT PERMITTED
PRESERVATION OF NATURAL FEATURES
MINIMAL SOIL DISTURBANCE
RESTORATION NOT PERMITTED
CLEARING AND GRUBBING
AREAS WHERE TOPSOIL IS
HSG A&B
PROTECT AREA FROM ANY ONGOING
STRIPPED ONLY - NO CHANGE
CONSTRUCTION ACTIVITIES
IN GRADE
APPLY 6 INCHES
OF TOPSOIL
AREAS OF CUT OR FILL
HSG A&B
AERATE AND
APPLY 6 INCHES
OF TOPSOIL
HEAVY TRAFFIC AREAS ON
APPLY FULL SOIL RESTORATION
SITE (ESPECIALLY IN A ZONE
(DE -COMPACTION AND COMPOST
5-25 FEET AROUND BUILDINGS
ENHANCEMENT)
BUT NOT WITHIN A 5 FOOT
PERIMETER AROUND FOUNDATION
WALLS)
AREAS WHERE RUNOFF REDUCTION
RESTORATION NOT REQUIRED, BUT
KEEP CONSTRUCTION EQUIPMENT FROM
AND/OR INFILTRATION PRACTICES
MAY BE APPLIED TO ENHANCE THE
CROSSING THESE AREAS. TO PROTECT
ARE APPLIED
REDUCTION SPECIFIED FOR
NEWLY INSTALLED PRACTICE FROM ANY
APPROPRIATE PRACTICES
ONGOING CONSTRUCTION ACTIVITIES,
CONSTRUCT A SINGLE PHASE
OPERATION FENCE AREA
REDEVELOPMENT PROJECTS
SOIL RESTORATION IS REQUIRED ON
REDEVELOPMENT PROJECTS IN ARES
WHERE EXISTING IMPERVIOUS AREA
WILL BE CONVERTED TO PERVIOUS
AREA
TAKEN FROM PAGE 5-19 OF NEW YORK STATE STORMWATER DESIGN MANUAL (JANUARY. 2015)
•* AERATION INCLUDES THE USE OF MACHINES SUCH AS TRACTOR -DRAWN IMPLEMENTS WITH COULTERS MAKING A
NARROW SLR IN THE SOIL, A ROLLER WITH MANY SPIKES MAKING INDENTATIONS IN THE SOIL, OR PRONGS WHICH
FUNCTION LIKE A MINI-SUBSOILER.
**s PER "DEEP RIPPING AND DE -COMPACTION. DEC 2008". A COPY IS INCLUDED WITHIN THE APPROVED SWPPP
RECOMMENDED SOIL EROSION AND
SEDIMENT CONTROL MEASURES
MEASURES SHOWN ARE TO DEFINE INTENT. ACTUAL MEASURES WILL BE IMPLEMENTED AS SITE CONDITIONS
WARRANT BY THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ALL NEEDED CONTROL MEASURES TO PREVENT
SOIL EROSION.
GENERAL MEASURES:
1. DAMAGE TO SURFACE WATERS RESULTING FROM EROSION AND SEDIMENTATION SHALL BE MINIMIZED BY
STABILIZING DISTURBED AREAS AND BY REMOVING SEDIMENT FROM CONSTRUCTION SITE.
2. INSOFAR AS PRACTICABLE, EXISTING VEGETATION SHALL BE PRESERVED. FOLLOWING THE COMPLETION OF
CONSTRUCTION ACTIVITIES IN ANY PORTION OF THE SITE, PERMANENT VEGETATION SHALL BE
ESTABLISHED ON ALL EXPOSED SOILS.
3. SITE PREPARATION ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE AREA, AND DURATION OF SOIL
DISRUPTION.
4. PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND "ROUTES OF CONVENIENCE" SHALL BE
AVOIDED.
PARTICULAR MEASURES:
1. IMMEDIATELY FOLLOWING COMPLETION OF ANY AND ALL OF THE PROPOSED STORM DRAIN INLETS,
STORM DRAIN INLET PROTECTION SHALL BE CONSTRUCTED.
2. DRAINAGE DITCH SEDIMENT FILTERS: UNTIL SUCH TIME AS FINAL SITE STABILIZATION IS
COMPLETED, DITCHES SHALL RECEIVE TREATMENT WITH STONE CHECK DAMS SO AS TO
EFFECTIVELY TRAP SEDIMENT AND MINIMIZE ITS RELEASE OFF -SITE. STONE CHECK DAMS SHALL BE
CONSTRUCTED WITHIN EACH DITCH BEGINNING AT ITS DOWNSTREAM TERMINUS AND SHOULD NOT
BE PLACED AT INTERVALS EXCEEDING 20 FEET.
3. TOPSOIL AND FILL THAT IS TO REMAIN STOCKPILED ON -SITE FOR PERIODS GREATER THAN
14-DAYS SHALL BE STABILIZED BY SEEDING AND MULCHING. PROVIDE SILT FENCE EROSION
CONTROL DOWNGRADIENT OF SOIL STOCKPILE AREA.
4. IN NO CASE SHALL ERODIBLE MATERIALS BE STOCKPILED WITHIN 25 FEET OF ANY DITCH, STREAM,
OR OTHER SURFACE WATER BODY.
5. PERMANENT VEGETATIVE COVER: IMMEDIATELY FOLLOWING THE COMPLETION OF CONSTRUCTION
ACTIVITIES IN ANY PORTION OF THE SITE, PERMANENT VEGETATION SHALL BE ESTABLISHED ON ALL
EXPOSED SOILS.
6. ALL HEALTHY TREES OF DESIRABLE SPECIES ARE TO BE PROTECTED FROM DAMAGE. ALL
UNNECESSARY REMOVAL OF HEALTHY TREES SHALL BE AVOIDED.
7. THE CONTRACTOR IS TO ADHERE TO ALL REQUIREMENTS SET FORTH IN THE SWPPP.
8. WETLAND PROTECTION FENCE SHALL BE INSTALLED ALONG THE PERIMETER OF WETLANDS PRIOR
TO THE START OF CONSTRUCTION.
MAINTENANCE OF EROSION CONTROL MEASURES
THE DEVELOPER/CONTRACTOR OR THEIR BUILDER SHALL INSPECT AND MAINTAIN
THE INTEGRITY AND FUNCTION OF ALL TEMPORARY EROSION CONTROL MEASURES
THROUGHOUT THE DURATION OF THE DEVELOPMENT PROCESS. TO ASSURE
PROPER FUNCTION, SILTATION BARRIERS SHALL BE MAINTAINED IN GOOD
CONDITION AND REINFORCED, EXTENDED, REPAIRED OR REPLACED AS NECESSARY.
WASHOUTS SHALL BE IMMEDIATELY REPAIRED, RE -SEEDED AND PROTECTED FROM
FURTHER EROSION. ALL ACCUMULATED SEDIMENT SHALL BE REMOVED AND
CONTAINED IN APPROPRIATE SPOIL AREAS. WATER SHALL BE APPLIED TO NEWLY
SEEDED AREAS AS NEEDED UNTIL GRASS COVER IS WELL ESTABLISHED. TO
EFFECTIVELY CONTROL WIND EROSION, WATER SHALL BE APPLIED TO ALL EXPOSED
SOILS AS NECESSARY UNTIL GROUND COVER IS PERMANENTLY ESTABLISHED,
LEGEND
SILT FENCE
Q INLET PROTECTION
M ■ ■ ■• CHECK DAM
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NOTES:
1) CONTRACTOR SHALL BE RESPONSIBLE FOR STREET SWEEPING AND CLEANING AS
NECESSARY TO REMOVE SEDIMENT TRACKED INTO EXISTING PAVEMENT AREAS.
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EROSION & SEDIMENT CONTROL PLAN
SCALE: 1 "=20'
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RIP -RAP CHECK DAM (TYP.)
STABILIZED CONSTRUCTION ENTRANCE (TYP.)
SEDIMENT CONTROL FENCE (TYP.)
FENCE SHALL BE EXTENDED ACROSS
ENTIRE LOT FRONTAGE UNTIL STABILIZED
CONSTRUCTION ENTRANCE/DRIVEWAY IS
INSTALLED ON EACH PARCEL
PLANNING BOARD # 20210588
7jk
Approv d u der authority of a re adopted x1pP i
by e P a g Board of the City of
( ate k
Saratoga Springs. _ &� L y
Chairperson Dat gned
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Ar EROSION & 4
SEDIMENT
CONTROL
PLAN
PROJ. NO: 918.00
S
1
SCALE: AS SHOWN
DATE: 11 /9/2020
SHEET 6
OF 9
UOlLLlLUGL � � • � � •�� `•'•
Saratoga County Clerk Page 6 of 9
50' MIN.
6" #2 & #3 STONE
MIN.
EXISTING
GROUND
FILTER FABRIC MARAFI 10OX -�
OR APPROVED EQUAL
PROFILE MOUNTABLE BERM EXISTING
(OPTIONAL) PAVEMENT
50' MIN. 10'
n
12'.' ( 12
MIN. I MIN.
Ij
Yy R
PROVIDE CULVERT PIPE UNDER ,
ENTRANCE TO CONVEY UPLAND 10 R
DRAINAGE AOBE
PLAN VIEW'
CONTRACTOR SHALL REMOVE MATERIALS AND RESTORE
ENTRANCE AREA, ESTABLISHING VEGETATIVE COVER.
CONSTRUCTION SPECIFICATIONS:
1. STONE SIZE - USE #2 STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.
2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM
LENGTH WOULD APPLY).
3. THICKNESS - NOT LESS THAN SIX (6) INCHES.
4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE
INGRESS OR EGRESS OCCURS. TWENTY FOUR (24) FOOD IF SINGLE ENTRANCE TO SITE.
5. FILTER FABRIC - WILL BE PLACED OVER THE ENTIRE AREA 'PRIOR TO PLACING OF STONE.
6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES
SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1
SLOPES WILL BE PERMITTED.
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING
OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY.
8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH
DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
STABILIZED
�_C�O NST R U CTI O I`�I E NTRAN C E.
CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS
CONCRETE WASHOUT AREA
10'X10'X3'f DEEP
€
co
36" MIN. FENCE POST, DRIVEN
MINIMUM 16" INTO GROUND
j-- --
SILT FENCE FABRIC (MIRAFI 100X) 10'-0" O.C. MAX.
W/WOVEN WIRE FENCE (MIN. 14)¢
GA W/MAX 6" MESH SPACING),
EMBED FABRIC IN GROUND 6" MIN.
COMPACTED _z r
BACKFILL
UNDISTURBED GROUND
_.._..... . 3 ........... 6„
MIN.
SOIL BACKFILL FLOW
E
PERSPECTIVE VIEW
SECTION
CONSTRUCTION SPECIFICATIONS:
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE
TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR
HARDWOOD.
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES
SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12
1/2 GAUGE, 6" MAXIMUM MESH OPENING.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER
FILTER X, MIRAFI 10OX, STABILINKA T140N, OR APPROVED EQUIVALENT.
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED
EQUIVALENT.
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
"BULGES" DEVELOP IN THE SILT FENCE.
SILT FENCE
SILT FENCE CONCRETE WASHOUT AREA
Ir 1O'X10'X3'f DEEP (MIN.)
SIGN IDENTIFYING SITE
AS A CONCRETE
WASHOUT AREA
10' WIDE GRAVEL
ENTRANCE FROM PAVED
ROAD TO WASHOUT AREA
PAVED ROADWAY
^ PLAN
10 MIL MIN.-'
POLY/PLASTIC
LINER
SECTION A' -A'
PAVED ROADWAY
- FILTER FABRIC, MARAFI
10OX OR EQUAL
12" OF #1 OR #2 CRUSHED
STONE FROM PAVED ROAD
TO WASHOUT AREA
CONSTRUCTION SPECIFICATIONS
MAINTENANCE AND CLEANING
1. CONCRETE WASHOUT LOCATION SHALL BE A MINIMUM OF 50'
1.
DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS,
FROM SENSITIVE AREAS.
STORM DRAINS OR DIRECTLY ONTO GROUND.
2. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED
2.
DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL.
MINIMUMS. CONCRETE WASHOUT FACILITY SHALL BE
3.
PLACE A SECURE NON -COLLAPSING, NON -WATER
CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND
COLLECTING COVER OVER THE FACILITY PRIOR TO PREDICTED
SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED
WET WEATHER TO PREVENT ACCUMULATION AND OVERFLOW.
BY WASHOUT OPERATIONS. (APPROX. 60 GAL. OF WATER/WASTE
4.
REMOVE AND DISPOSE OF HARDENED CONCRETE AND
PER TRUCK)
RETURN THE STRUCTURE TO A FUNCTIONAL STATE.
3. PLASTIC LINING MATERIAL SHALL BE 10 MIL(MINIMUM) POLY
5.
INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING
SHEETING AND BE FREE OF HOLES, TEARS, OR OTHER DEFECTS
OR DAMAGE AND REPAIR AS NECESSARY (RE -LINE THE
THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
STRUCTURE WITH NEW POLY SHEETING AFTER EACH
4. WASHOUT FACILITY MUST BE CLEANED OR NEW FACILITIES MUST
CLEANING).
BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS
75% FULL. POLY LINER TO BE CHANGED WHEN CONCRETE
WASHOUT AREA IS CLEANED.
CONCRETE
WASHOUT AREA
A
SCALE: NTS
-WOVEN WIRE FENCE (MIN.
14}2 GA W/MAX 6" IMESH
SPACING)
36" FENCE POST, DRIVEN
MINIMUM 16" INTO GROUND
FILTER FABRIC,
EMBED IN GROUND
6" MINIMUM
SLOPE LENGTH/FENCE LENGTH
(FT)
SLOPE
STEEPNESS
STANDARD
REINFORCED
SUPER
<2%
<50:1
300/1500
N/A
N/A
2-10%
50:1 TO 10:1
125/1000
250/2000
300/2500
10-20%
10:1 TO 5:1
100/750
150/1000
200/1000
20-33%
5:1 TO 3:1
60/500
80/750
100/1000
33-50%
3:1 TO 2:1
40/250
70/350
100/500
>50%
>2:1
20/125
30/175
50/250
STANDARD SILT FENCE (SF) IS FABRIC ROLLS STAPLED TO
WOODEN STAKES DRIVEN
16" IN THE
GROUND.
REINFORCED SILT FENCE (RSF) IS FABRIC PLACED
AGAINST
WELDED WIRE FABRIC WITH
ANCHORED
STEEL POSTS DRIVEN
16" IN THE GROUND.
SUPER SILT FENCE (SSF) IS FABRIC
PLACED AGAINST CHAIN
LINK FENCE AS SUPPORT BACKING WITH POSTS DRIVEN 3' IN
THE GROUND.
SEDIMENT CONTROL FENCE
CITY OF SARATOGA SPRINGS STANDARD DETAIL
SCALE: NTS
CONSTRUCTION MATERIALS
OP FUEL STORAGE
6" OF 3-INCH
STONE BEDDING
SILT FENCE
MARAFI 100X
FABRIC BEDDING
SLOPE
1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY 1. AREA CHOSEN FOR STORAGE OPERATIONS SHALL BE DRY AND STABLE.
AND STABLE.
2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. 2. MINIMUM DISTANCE TO A NATURAL WATER COURSE SHALL BE 50'.
3. THE TOP SIX INCHES OF NATIVE MATERIAL SHALL BE REMOVED FROM
3. SILT FENCING SHALL BE PLACED 5' DOWNSLOPE OF EACH MATERIAL/FUEL STORAGE AREA AND REPLACED WITH MARAFI 10OX
PILE. UPON COMPLETION OF SOIL STOCKPILING, TOPSOIL GEOTEXTILE FABRIC AND 6" INCHES OF CRUSHED STONE BEDDING.
SHALL BE STABILIZED WITH SEED AND MULCH IF NOT TO BE CRUSHED STONE SHALL MEET NYSDOT ITEM NO. 623.11 SPECIFICATIONS.
DISTURBED/UTILIZED WITHIN 14 DAYS.
4. SEE ADDITIONAL DETAILS FOR INSTALLATION OF SILT FENCE. 4. SILT FENCING SHALL BE PLACED 5' DOWNSLOPE OF STORAGE AREA.
5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TO DIRECT 5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TO DIRECT CLEAN
CLEAN RUNOFF FROM STOCKPILE AREAS. REFER TO EROSION RUNOFF FROM STORAGE AREAS. REFER TO EROSION AND SEDIMENT
AND SEDIMENT CONTROL PLAN. AND PLAN.
SOIL STOCKPILE FUEL OR MATERIAL STORAGE AREA
MATERIAL STORAGE & SOIL
S STOCKPILE STABILIZATION DETAIL
Cf%Ai C. A17C
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SOIL THAT WILL RETURN STOCKPILED OR EXPOSED FOR
GREATER THAT 14 DAYS MUST BE STABILIZED BY SEED AND
MULCH, EROSION CONTROL BLANKET OR OTHER GEOTEXTILE
MEASURES
SPACING VARIES X H (FTL 5
DEPENDING ON SLOPE (FT/FT) Li
FOUNDATION EXCAVATION CHANNEL SLOPE U z
STOCKPILE AREA X A Fn
CREST o 0
A 24" MAX
\ j SAME ELEVATION ® CENTERLlo
---- --
CUTOFF TRENCH SLOPE' H= z L> M 0
18" WIDE X 6" DEEP +/ ( ---LLL 0 0 o
TEMPORARY SEEDING AS PER BLUE BOOK TOE PROFILE N d
STANDARDS ON PAGES 5.3 AND 5.29. NOT 0 SCALE o a o
Ll
Of GROUND LINE 9" MIN �{ {� 5. w N o
B I I MIN o U
24" MAX _ Z N
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F 0 CENTER I
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j FABRIC CUTOFF TRENCH C 6 a
B DESIGN BOTTOM O
SECTION A -A 1 € ��7- ¢ to
€ NOT TO SCALE FILTER FABRIC -
��° o
€
€ MIRAFI 180N FABRIC SECTION B-B
€
€ TYPICAL NOT TO SCALE •
€ SINGLE FAMILY
€ STRUCTURE
CONSTRUCTION SPECIFICATIONS:
i 1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES, AND LOCATIONS
SHOWN ON THE PLANS.
2. SET SPACING OF CHECK DAMS TO ASSURE THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM
DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM.
WATER AND SEWER 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND C�
SERVICES (TYP.) THE DAM. L9 p
4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH Z m
STONE OR LINER AS APPROPRIATE. - Fw
5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT p p
t BUILDING SETBACK LINE : SUBJECT TO DAMAGE OR BLOCKADE FROM DISPLACED STONE. ® ., ` N V
6. MAXIMUM DRAINAGE AREA IS 2 ACRES.0) (n
7. SEDIMENT BUILD-UP AND CHECK DAM SHALL BE REMOVED ONCE SITE STABILIZATION HAS OCCURRED ON W w N w
EACH INDIVIDUAL LOT. W X m
0
BUILDING PERMIT AND Q
z NOTICE OF INTENT POSTING STONE CHECK DAM DETAIL J CD
10" MIN. CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS; U N�
ASPHALT w
SILT FENCE SHALL BE INSTALLED DRIVEWAY
DOWN GRADE OF ALL DISTURBED 3 N W N
AREA APPROXIMATELY 5-10' BEHIND 11' TYP. a
THE EDGE OF THE PAVEMENT
WHERE LOTS DRAIN TOWARD THE
ROADWAY TO REDUCE THE AMOUNT EDGE RIGHT-OF-WAY PROPERTY LINE
OF SEDIMENT THAT ENTERS THE
ROADWAY. A VEGETATIVE FILTER
STRIP TO BE IMMEDIATELY PLANTED
AND MAINTAINED BETWEEN THE SILT
FENCE AND THE PAVEMENT. SILT A
FENCE SHALL BE MAINTAINED
THROUGHOUT LOT CONSTRUCTION STABILIZED 1 }
UNTIL A PERMANENT STAND OF CONSTRUCTION
VEGETATION IS ESTABLISHED. V ENTRANC v/ v
TYPICAL LOT LAYOUT & EROSION CONTROL
SCALE: NTS
M2022106 FILED
06/22/2022 11:17:56 AM
PLANNING BOARD # 20210588
Approv d AZ,
der authority of a resolution- Adopted �
U Z* by the Plannir}g'. r o the City of
at
Saratoga Springs.
C aimersoh e ianed
EROSION &
SEDIMENT
;; CONTROL DETAILS
PROJ. NO: 918.00
DT-1
SCALE: AS SHOWN
DATE: 11 /9/2020
SHEET 7 OF 9
vaiawya lJVulllyl lU[K rage / O? V
EXISTING SEWER MAIN:
TAPPING SADDLE TO BE
APPROVED BY D.P.W.
NEW SEWER MAIN CONSTURCTION:
45' OR 60' WYE OR
TEE/WYE TO BE APPROVED
BY D.P.W.
SEWER MAIN
w
z
Al
0
ADAPTOR FITTING IIF REQ'D
/- 45' OR 30' BEND
/ AS REQ' D
BUILDING SEWER -/
LATERAL 6" MIN.
SDR 35 PVC
CITY PROPERTY
PLAN
EXISTING AND/OR FINISHED GRADE
SLOPE: 2.0%; MIN. (1/4"
PER FOOT) TO 10% MAX.
PROPERTY LINE, R.O.W. OR
EASEMENT LIMIT
END CAP FOR FUTURE
CONNECTION
zx 2"x4"x24" PRESSURE TREATED SET
PLUMB AT END OF LATERAL FLAGGED
ez WITH FLUORESCENT COLORED SURVEY
RIBBON FOR EASY IDENTIFICATION
LATERAL ON PRIVATE PROPERTY
- MIN. SCH. 40 PVC
PRIVATE PROPERTY
3" t REVEAL
OR 30' BED AS REQUIRED
2"x4"x24" PRESSURE TREATED STAKE
PIPE BEDDING AS REQUIRED
UNDISTURBED SUBGRADE
SECTION
NOTES.
1. THE SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNERS RESPONSIBILITY.
2. CONNECTION TO THE PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14.
3. A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY.
4. ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS.
5. BUILDING SEWER LATERAL MATERIALS SHALL BE THE SAME AS THE MAIN SEWER LINE MATERIAL UNLESS OTHERWISE SPECIFIED.
SANITARY SEWER
,� SERVICE CONNECTIONS
CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS
j--TREE BELT FINISHED GRADE
CURB SEE
NOTE SIDEWALK
ROADWAY
CURB BOX
z MUELLER 5'6" MODEL H-10314 (IN TURF)
:2 CORPORATION STOP WITH MODEL H-10334 (IN CONCRETE WALK)
COMPRESSION FITTING z SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE
�I MUELLER H-15008 3/4" :2 CURB STOP
`O OR 1" - SIZE AS MUELLER ORISEAL MODEL H-15209 COMPRESSION
REQUIRED MODEL H-15219 (W/ DRAIN)
SIZE AS REQUIRED FOR 3/4" OR 1 " SERVICE
TEMPORARY CAP OR PLUG ( AS NECESSARY)
3/4" MIN. SIZE TYPE K COPPER
PIPE OR SIZE AS REQUIRED
SOLID CONC. BEARING
WATER MAIN 3/4" OR 1" COPPER BLOCK OR C.I. FOOT
TUBING (TYPE K)
(SIZE AS REQUIRED)
NOTES:
1. LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT IS
PRESENT INSTALL CURB BOX AT PROPERTY LINE.
COPPED WATER SERVICE PIPING DETAIL
CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS
SAWCUT LINE
ORIGINAL ASPHALT
WEARING COURSE(S)
BASE COURSE
(SEE NOTE 3)
PAVEMENT `B
STRUCTURAL
SECTION
A.O.B.E. iv
12"I IN PVMT IN TURF
SUBBASE COURSE
(SEE NOTE 4)
12" MIN.-i
ORIGINAL SUBBASE
COURSE
OUTSIDE CROWN
PIPE SPRINGLINE
BOTTOM O.D.
',��
✓
,4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH
BORROW: WELL GRADED INORGANIC GRANULAR
SOILS AND/OR ROCK, MAX 1-1/2- SIZE, NOT
MORE THAN 20% BY WEIGHT PASSING #200
SIEVE, OR NATIVE MATERIAL, A.O.B.E. (USE
VIBRATORY COMPACTOR WITH 12" LIFTS)
—TRENCH WALLS LAID BACK PER OSHA
REQUIREMENTS OR SHEETING A.O.B.E.
PIPE ZONE BACKFILL - GRADATION SHALL BE:
"WELL GRADED SAND WITH 3/4" MAX. PARTICLE
SIZE AND NOT MORE THAN 10% PASSING #200
' SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS)
PIPE ZONE BEDDING - FOUNDATION STONE TO
r CONFORM TO N.Y.S DOT. STANDARD SPEC. 703-02
COURSE AGGREGATE (SEE NOTE 2)
/-UNDISTURBED SUBGRADE OR EXTRA FOUNDATION
STONE A.O.B.E.
--I.D. + 3' MAX.- -�
NOTES:
1. STREET OPENING PERMIT IS REQUIRED.
2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02
- SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE
-OR-
- SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING 1" SIEVE, 0-15% PASSING 1/2" SIEVE.
- GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS.
3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS:
2-1/2" SIEVE - PASS 100% BY WEIGHT
1-3/4" SIEVE - PASS 95-100% BY WEIGHT
3/4" SIEVE - PASS 60-75% BY WEIGHT
1/4" SIEVE - PASS 25-45% BY WEIGHT
#40 SIEVE - PASS 10-25% BY WEIGHT
#100 SIEVE - PASS 3-12% BY WEIGHT
4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 304, TYPE 2.
TYPICAL PIPE TRENCH DETAIL
CITY OF SARATOGA SPRINGS STANDARD DETAIL
Z
0
I
`n FULL LENGTH OF PIPE CENTERED ON SEWER LINE-1
SEE NOTE
BELOW
SEE NOTE
BELOW
SCALE: N.T.S.
SHED GRADE'
WATER LINE
- SANITARY SEWER
OR STORM SEWER
NOTES: NOTE:
1. REFERENCE - TEN STATE STANDARDS PIPE JOINTS TO BE EQUIDISTANT FROM
2. WHEN INSTALLED PARALLEL. ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE POINT OF CROSSING FOR BOTH WATER
TO EDGE. IF MINIMUM CANNOT BE MAINTAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN AND SEWER PIPES.
UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP
OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION
BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL
SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE
TO PROVED THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER
PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING.
I N STALLATI O N O F WATE R MAI N AT
CROSSING WITH SANITARY OR STORM SEWER
CITY OF SARATOGA SPRINGS STANDARD DETAIL
^,AMPBELL FOUNDRY COMPANY
10. 1009 OR EQUAL
INISH GRADE -MATERIAL VARIES
ONCRETE BRICK UNDER
NTIRE PERIMETER
EMOVABLE WATERTIGHT
LUG OR CAP
"-SHORT
ADIUS BEND
BRANCH WITH
" LATERAL
ATERTIGHT JOINT FOR PLUG,
A.P OR ADDITIONAL PIPING
EWER MAIN OR
" SEWER LATERAL
'LOW DIRECTION
PE BEDDING
OMPACTED SUBGRADE
OLID CONCRETE BLOCK
TYPICAL CLEAN OUT
F
SCALE: NTS
M2022106 FILED
06/22/2022 11:17:56 AM
Saratoga County Clerk Page 8 of 9
SCALE: NTS
PLANNING BOARD # 20210588
07
Approv d u der authority of a res dopted AW,
S ZZ by t4ei PI in yard of the City of
ate Saratoga Springs.
Chairperson3 V '(Dat6 Signed)
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SANITARY r`A
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WATER SYSTEM
DETAILS
PROJ. NO: 918.00 DT-2
SCALE: AS SHOWN
DATE: 11 /9/2020 SHEET 8 OF 9
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TOP COURSE - NYSDOT ITEM
402.098302-9.5F3 HMA., 80 SERIES
COMPACTION
BINDER COURSE - NYSDOT ITEM
402.198902-19F9 HMA., 80 SERIES
TACK COAT - NYSDOT ITEM COMPACTION PG BINDER (LIQUID PAVEMENT TOP BINDER GRAVEL ESAL
407.0102 DILUTED TACK ASPHALT) GRADE SHALL BE PG-64-22 TYPE COURSE COURSE COURSE LEVEL
PARKING
LOT
1-1/2^
2^
8-10"
<0.3ON
STANDARD
ROADWAY
„
1-1/2
„
3
12"
<30
MILLION
HEAVILY
TRAVELED /
2"
*4"
12"
<30
TRUCK
MILLION
LOADING
SUBGRADE - COMHAGIED IU SECTION 207 NYSDOT STANDARD
90% STANDARD PROCTOR SPECIFICATIONS *BINDER TO BE PLACED IN 2-2" LIFTS WITH TACK COAT BETWEEN.
1. NOTES:
OT CKNESS OF ALL COURSES SHOWN ON THE DRAWINGS ARE COMPACTED THICKNESSES. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND
LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING.
2. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR
BY THE CONTRACTOR.
3. ALL MATERIALS SHALL CONFORM TO NYSDOT, SECTION 400 AND SECTION 300.
4. CONSTRUCT ASPHALT PAVEMENT IN ACCORDANCE WITH NYSDOT SECTION 401-3.
5. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO (COMMENCING PAVING OPERATIONS.
5. IF .SUBGRADE IS UNSUITABLE FOR SUBBASE INSTALLATION AT THE TIME OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER INDICATING PROPOSED CORRECTIVE
MEASURES (E.G., FILTER FABRIC, UNDERDRAINS, ADDITIONAL GRAVEL, ETC.).
6. CURBS SHALL BE FORMED INTEGRALLY WITH BINDER COURSE AND TOP COURSE.
7. BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN PAVEMENT COURSES IF MORE THAN 48 HOURS HAS ELAPSED BETWEEN PLACEMENT OF COURSES. TACK COAT WHEN USED SHALL BE APPLIED PER
NYSDOT SECTION 407-2 AT APPLICATION RATE OF 0.05-0.1 GAL/SQ.YD.
8. ALL TESTING FOR COMPACTION SHALL BE AS ORDERED BY THE ENGINEER. THE CONTRACTOR SHALL PAY FOR ALL TESTING.
9. IF MORE THAN 30 DAYS WILL ELAPSE BETWEEN PAVING OF BINDER COURSE PAVEMENT AND TOP COURSE PAVEMENT, ALL SANITARY SEWER AND STORM SEWER FRAME SETS AND VALVE BOXES SHALL BE
SET AT THE BINDER COURSE ELEV. AND SHALL BE RAISED AT THE TIME OF APPLICATION OF THE TOP COURSE PAVING.
10. ALL FILL TO CONSTRUCT TO SUBGRADE ELEVATIONS SHALL BE COMPACTED TO 95% PROCTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST AND COORDINATION OF THE TESTING AND
DOCUMENTATION OF THE FILL MATERIAL AND THE COMPACTION OF THE FILL MATERIAL.
11. IN PARKING LOT: FILL AREAS- BACKFILL WITH CLEAN SAND AND GRAVEL COMPACTED IN 12" LOOSE LIFTS UP TO 24" BELOW SUBBASE. THEN COMPACT IN 8" LOOSE LIFTS TO REQUIRED SUBBASE. SAND
AND GRAVEL TO BE WELL GRADED WITH NO MATERIAL LARGER THEN 3" AND LESS THEN 10% FINER THEN THE #200 SIEVE, COMPACTION TO BE 95% STANDARD PROCTOR DENSITY, MEASURED AT EACH
LIFT. PROVIDE SIEVE TEST OF FILL MATERIAL FOR APPROVAL PRIOR TO USE. PROVIDE COMPACTION RESULTS DEMONSTRATING CONFORMITY. SUITABLE NATIVE MATERIAL SHALL BE PERMITTED IN FILL AREAS
AS AN ALTERNATE TO THE MATERIAL SPECIFIED ABOVE SUBJECT TO DESIGN AND CITY ENGINEERS REVIEW AND APPROVAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GEOTECHNICAL ANALYSIS TO
DETERMINE THE SUITABILITY OF THE NATIVE MATERIAL AS (ROAD FILL TO THE SATISFACTION OF THE DESIGN AND CITY ENGINEER.
AS P HALT PAVE M E NT D ETAI L- R OADWAY R E PAI R
3"
SUBGRADE - UNDISTURB
COMPACTED TO 90% PRG�I.IN
CITY OF SARATOGA SPRINGS STANDARD DETAIL
FINIAL (SAME FINISH AS POLE)
LED ROOF -MOUNTED OPTICS HEAT
SICK FOR HEAT TRANSFER
STERNBERG ORNAMENTAL FIXTURE
MODEL D650SRLED
66 WATT LED (4ARC22)
2200K COLOR TEMPERATURE
SEALED LED/OPTICAL ASSEMBLY
LED DRIVER WITH ELECTIRCAL QUICK -DISCONNECT
3" HEAVY WALL CAST ALUMINUM FITTER WELDED
TO POLE TOP (WITH PHOTOCELL)
STERNBERG MODEL
3" TO 4" TAPERED POST
6061-T6 STRUCTURAL GRADE
ALUMINUM 0.125" WALL
NO. 4212-T
BLACK FINISH
POLE WELDED FOR SINGLE UNIT
CONSTRUCTION
ACCESS DOOR WITH FLUSH STAINLESS
v
20' f
TEMPORARY PAVEMENT AREA
TO BE REPLACED WHEN ROAD
SURFACE IS EXTENED
NATURAL TAPER ---
BITUMINOUS PAVEMENT TERMINATION
EXISTING NEW
PAVEMENT CONSTRUCTION
SAWCUT DEPTH OF
PAVEMENT & TACK
COAT ALL SURFACES
PRIOR TO PAVING.
PAVEMENT SAWCUT
PAVEMENT TERMINATION
AN D SAWC UT D ETAI L
EDGE FOR
FUTURE SAWCUT
WEARING COURSE
BINDER COURSE
GRNIEL BASE COURSE
SUB -BASE COURSE
CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S.
SCALE: N.T.S.
WRAP: WATERPROOF
TREE WRAP - APPLY
IN 4" WIDE STRIPS
MULCH - 3" MIN. WIRE N0. 10 GAUGE
SAUCER STAKES 2"-2Y2"0 OR SQ., 8'
LONG. USE 3 STAKES FOR
FINISHED GRADE OVER 2" CAL. 2 STAKES FOR
2" CAL. & UNDER.
AMENDED TOPSOIL MIXTURE IN THE l
FOLLOWING RATIOS BY VOLUME:
20 PARTS TOPSOIL
4 PARTS PEAT MOSS
2 PARTS PEAT HUMUS
s
1 PART FERTILIZER (10-6-4)
UNDISTURBED SUBGRADE
NOTES:
1. MAJOR TREES (STREET & SHADE) SHALL BE 3" MIN. D.B.H. (DIAMETER AT BREAST HEIGHT)
2. MINOR TREES (SMALL ORNAMENTALS) SHALL BE 2" MIN. D.B.H.
3. SEE SUBDIVISION CONSTRUCTION REGULATIONS FOR RECOMMENDED STREET TREE SPECIES.
4. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED
BY THE CITY OF SARATOGA SPRINGS:
A. BOTANICAL NAME
B. COMMON NAME
C. TOTAL QUANTITY
D. HEIGHT OR TRUNK DIAMETER
E. SPACING
DECIDUOUS TREE PLANTING DETAIL
STEEL ALLEN HEAD SCREWS
17" DIA. BASE WITH 0.750" FLOOR
THICKNESS. 4 ANCHOR BOLTS AND 1
GROUND LUG. INSTALL LIGHTS DIRECTLY
ON BASE USING 7/6"0 x )6" THICK
WASHERS
3i4" CHAMFER (TYP)
ZINC -PLATED ANCHOR BOLT ASSEMBLY
PER MANUFACTURER'S RECOMMENDATION
NOTES:
1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN
AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER).
2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR ELECTRIFYING THE SYSTEM AND PAYING THE
ELECTRIC BILLS UNTIL ACCEPTED AND TAKEN OVER BY THE CITY OF SARATOGA SPRINGS.
3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE
40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS
REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND
GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH
SYN121212HHO2, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE
ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH
COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX
PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT
FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR
BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE
THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND
PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN
BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO
TOP OF LIGHT. USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF
LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER
WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS.
DECORATIVE STREET LIGHT - [LED] DETAIL
CITY OF SARATOGA SPRINGS STANDARD DETAIL
SCALE: N.T.S.
CITY OF SARATOGA SPRINGS STANDARD DETAIL
HOSE
SCALE: NTS
POROUS PAVEMENT CONSTRUCTION GUIDELINES
1. INSTALLATION PROCEDURES ARE VITAL TO THE SUCCESS OF PERVIOUS PAVEMENT PROJECTS,
PARTICULARLY PERVIOUS ASPHALT AND CONCRETE PAVEMENT MIMES. THE SUBGRADE CANNOT BE OVERLY
COMPACTED WITH THE INCLUSION OF FINE PARTICULATES OR THE VOID RATIO CRITICAL TO PROVIDING
STORAGE FOR LARGE STORM EVENTS WILL BE LOST. WEATHER CONDITIONS AT THE TIME OF INSTALLATION
CAN AFFECT THE FINAL PRODUCT. EXTREMELY HIGH OR LOW TEMPERATURES SHOULD BE AVOIDED DURING
CONSTRUCTION OF PERVIOUS ASPHALT AND CONCRETE PAVEMENTS.
2. AREAS FOR POROUS PAVEMENT SYSTEMS SHALL BE CLEARLY MARKED BEFORE ANY SITE WORK BEGINS
TO AVOID SOIL DISTURBANCE AND COMPACTION DURING CONSTRUCTION. r
3. PERVIOUS PAVEMENT AND OTHER INFILTRATION PRACTICES SHOULD BE INSTAt-L4ED TOWARD THE END OF
THE CONSTRUCTION PERIOD. UPSTREAM CONSTRUCTION SHALL BE CQMPLETED' AND4 STABILIZED BEFORE
CONNECTION TO POROUS PAVEMENT SYSTEM. A DENSE VIGOROUS VEGETATIVE COVER SHALL BE - `
ESTABLISHED OVER ANY CONTRIBUTING PERVIOUS DRAINAGE AREAS BEFORE RUNOFF" CAN BE ACCEPTED
INTO THE FACILITY.
4. SUBSURFACE AREA SHOULD BE EXCAVATED TO PROPOSED DEPTH. EXISTING SUBGRADE SHALL NOT BE
COMPACTED OR SUBJECT TO EXCESSIVE CONSTRUCTION EQUIPMENT PRIOR TO PLACEMENT OF GEOTEXTILE
AND STONE BED. WHERE EROSION OF SUBGRADE HAS CAUSED ACCUMULATION OF FINE MATERIALS
AND/OR SURFACE PONDING, THIS MATERIAL SHALL BE REMOVED WITH LIGHT EQUIPMENT AND THE
UNDERLYING SOILS SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES WITH A YORK RAKE OR EQUIVALENT
AND LIGHT TRACTOR.
5. THE BOTTOM OF THE INFILTRATION BED SHALL BE AT A LEVEL GRADE.
6. PLACE GEOTEXTILE AND RECHARGE BED AGGREGATE IMMEDIATELY AFTER APPROVAL OF SUBGRADE
PREPARATION TO PREVENT ACCUMULATION OF DEBRIS OR SEDIMENT. PREVENT RUNOFF AND SEDIMENT
FROM ENTERING THE STORAGE BED DURING THE PLACEMENT OF THE GEOTEXTILE AND AGGREGATE BED.
7. PLACE GEOTEXTILE IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDATIONS.
ADJACENT STRIPS OF FILTER FABRIC SHALL OVERLAP A MINIMUM( OF 16 INCHES. FABRIC SHALL BE
SECURED AT LEAST 4 FEET OUTSIDE OF BED. THIS EDGE STRIP SHOULD REMAIN IN PLACE UNTIL ALL
BARE SOILS CONTIGUOUS TO BEDS ARE STABILIZED AND VEGETATED.
POROUS PAVEMENT POST CONSTRUCTION MAINTENANCE
1. POROUS PAVEMENT AREA TO BE CHECKED ON A MONTHLY BASIS THAT IT IS CLEAR OF DEBRIS.
2. VERIFY THAT POROUS PAVING AREA DEWATERS BETWEEN STORMIS ON A MONTHLY BASIS OR FOR STORMS >
0.5 INCH.
3. POROUS PAVEMENT TO BE CHECKED ON A MONTHLY BASIS THAT IS IS CLEAN OF SEDIMENTS.
3. ADJACENT AND UPLAND AREAS, AND SEED BARE AREA SHALL BE MOWED AS NEEDED.
4. POROUS PAVEMENT AREA TO BE VACUUM SWEPT TWICE A YEAR WITH A COMMERCIAL CLEANING UNIT.
5. POROUS PAVEMENT SURFACE SHALL NEVER RECEIVE A SEAL COAT OF ANY KIND.
6. NO SANDING OF THE POROUS PAVEMENT SURFACE, ONLY ADDITIVE FREE SALT MAY BE USED FOR WINTER
TREATMENT.
I POROUS PAVEMENT - DRIVEWAYS
SCALE: NTS
FILED
06/22/2022 11:17:56 AM
Page 9 of 9
SCARIFY AND REMOVE EXISTING
PAVEMENT EQUIVALENT TO PROPOSED
TOP COURSE THICKNESS
MATCH EXISTING SUBBASE, SAW CUT
IF GREATER THAN EXIST.
PROPOSED SECTION PAVEMENT
CONTRACTOR TO (VIF)
NEW PAVEMENT
FOR GRADE SEE PLAN
SAWCUT EXISTING
PAVEMENT & TACK
COAT ALL EXISTING SEE PAVEMENT SECTION
SURFACES
4
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10
- 20' MIN. --
STAN DAR D TRAN S ITI O N
SCALE: NTS
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AMENDED TOPSOIL
UNDISTURBED SUBGRADE
12
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EVERGREEN TREE PLANTING DETAIL
SCALE: NTS
3" POROUS PAVEMENT
p 9 O O
O o o 8" MIN. FILTER LAYER - NO. 2 STONE
DOUBLE - WASHED, CLEAN AND FREE
OF ALL FINES
_ t ' FILTER FABRIC
ff111-1 11-1 I I-1 I I=1 11 UNCOMPACTED SUBGRADE
PLANNING BOARD # 20210588
Approved nder authority of a resolution adopted A op
2 by th Plannin oard of the City of
(oat )
Saratoga Springs. e G 3 L�
Chairperson Date i ned
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PROJ. NO: 918.00 DT-3
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DATE: 11/9/2020 SHEET 9 OF9
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Saratoga County Clerk