HomeMy WebLinkAbout20180977 Saratoga Eagle Expansion - 45 Duplainville Plans As-ApprovedSaratoga Eag le ExpansionX
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Site Plan Application
45 Duplainville Road
Saratoga Springs, New York
n..+�hor �a 7�11 S2
�.r,1a7, CITY OF SARATOGA SPPJNGS MARK TORPEY,
Ouk-
)AMIN TOTINO, Vice Chair
e_z
PLANNING BOARDROBERT`F,BRISTOL.
*+ CLIFFORD VAN WAGNER
CityHall - 74 BroadwayJAAE�iE `s ASEY
Saratoga Springs. New York 12866 T O%3D FABO? I
f : 5 I r3 ac RUTH HORTc�
AI`1Y RYAN, temar
vvww.sar ato a-spr n s.or
NOTICE OF DECISION
In the matter of the application 18.05
Saratoga Eagle Expansion 41�Cila
z� .
45 Duplainville Road
Saratoga Springs, NY 1286
involving the premises with tax parcel # 17T00- I -52. I l 2, in the City of Saratoga Springs, on an
application for final Site Plan Review for a 29,E sf warehouse/5,000 sf office expansion within the
Industrial -General District.
In accordance with b NYCRR Part 617, the Planning Beard issued a negative declaration of'!
environmental significance on December b, 2018.
And, in accordance with objectives, standards and guidelines contained in the City Zoning Ordinance,
chapter 240, article 7.2 "Site Plan Review the Planning Board issues the following deci�ion on
December 6, 2018:
0 Approve as submitted or shown on the attached plans
record of vote: motion made J Totino, seconded by R Horton: passed 7-0 -�
n favor: M Torpey, J Totino, R Bristol, C Van Wagner J Casey, T Fabozzi, R Horton
The applicant is required to:
I . Deliver a letter of credit or cash escrow in the amount approved by the City Engineer to the City
per Article 7.2., i 5 of the City of Saratoga Springs Zoning Ordinance. This must occur prior to final
signature by the Planning Beard Chair.
2. Submit one (i) mylar and two (2) paper copies of the final approved site plans for signature by the
Planning Board Chair within eighteen ° I B months qL4pproval as per Article 7.2. l 2 of the ;`honing
Ordinance.
Dote this approval shall expire within eighteen 8) months of the signature of final plans if the
applicant has not started actual construction as per Article 7.2. I4 of the Zoning Ordinance.
December 6, 2018
Date Chair
cc: Building Dept., City Engineer, Public Safety, Accounts Dept.
Applicant/Agent; File
SITE STATISTICS
17T-1-52.11
Wll'_llM
PARKING INFORMATION:
EXISTING PARKING REQUIRED:
OFFICE: 16,092 SF - 1 SPACE / 400 SF
GROUP ENTERTAINMENT: 133 SEATS - 1 SPACES / 4 SEATS =
WAREHOUSE: 39 EMPLOYEES - 1 SPACE 12 EMPLOYEES =
WAREHOUSE: 32 COMPANY VEHICLES - 1 SPACE / COMPANY VEHICLE _
TOTAL EXISTING PARKING REQUIRED =
TOTAL EXISTING SPACES PROVIDED =
"ADDITIONAL" PARKING REQUIRED FOR PROPOSED EX" i
(GROUP ENTERTAINMENT USE ONLY FOR PARTY DEMAND PURPOSES)
GROUP ENTERTAINMENT: 125 SEATS - 1 SPACES / 4 SEATS
WAREHOUSE: 5 EM
_i iSPACE EMPLOYEES
WAREHOUSE: 5 COMPANY VEHICLES - 1 SPACE / COMPANY VEHICLE
TOTAL ADDITIONAL PARKING REQUIRED =
TOTAL ALLOWABLE PARKING (20% OVER REQUIRED) =
ACCESSIBLE PARKING SPACES
REQUIRED = 6
PROVIDED = 10 EXISTING
Page I of i
125 SPACES
137 SPACES
32 SPACES
3 SPACES
5 SPACES
COVER
S-1
SURVEY
S-2
SURVEY
L-01
SITE DEMOLITION, EROSION & SEDIMENT CONTROL PLAN
L-02
SITE LAYOUT AND MATERIALS PLAN
L-03
SITE GRADING, DRAINAGE, AND UTILITY PLAN
L-04
SITE LANDSCAPE PLAN
L-04.1
SITE LIGHTING PLAN OF NEl,Y
L-05
O
SiTE DETAILS
L-06
SITE UTILITY DETAILS 2
�`®
L-07
,� . r y913 �2v
SITE DETAILS 9®1
CITY OF SARATOGA SPRINGS STANDARD NOTES
1. ALL WORK MUST CONFORM, RAL, STATE AND CITY CODES, SPECIFICATIONS,ORDINANCES,RULES AND - i
2, THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929.
3. APPLICANT : c LETTER OF r_i FOR
PROJECT SITE WORK" FOR REVIEW AND APPROVAL.
LETTER OF - D BE POSTED PRIOR
TO PLANNING BOARD CHAIR SIGNATUREON PLAN.
J CONTRACTOR MUST SET r PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEE.##i■ TOACONSTRUCTION.
CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE DESIGN PROFESSIONAL ARE REQUIRED.
THE COST OF i w i INSPECTION IS THE
RESPONSIBILITY OF ■■ .■ r
5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO
CONSTRUCTION.
6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT
THE • DEPARTMENT
STREET7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN TH
it RIGHT-OF-WAY OF ANY r riAr OR
8. CONTACT THE BUILDING INSPECTOR FOR BLASTING PERMIT, REQUIRED.
• ALL POINTS OF i i it EGRESS. BE MAINTAINED TO PREVENT TRACKINGOR FLOWING OF OR
DEBRIS ONTO A PUBLIC RIGHT-OF-WAY, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY.
0. ALL REFUSE, DEBRIS AND MISCELLANEOUSTO BE REMOVED SHALL BE LEGALLY DISPOSED OF ! CONTRACTOR
PRIOR TO SUBMISSION OF AS -BUILT DRAWINGS.
11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVE
PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED: AND AN "AS -BUILT" DRAWING HAS BEEN PREPARED I
ACCORDANCE WITH THE REQUIREMENTS OF
OA lNER
SARATOGA EAGLE SALES & SERVICE
45 DUPLAINVILLE ROAD
SARATOGA SPRINGS, NY 12866
SCHEID
ccraTacT O. 716.884 0059
111 ELMWOOD AVENUE F 716.884 6414
BUFFALO, NY 14201 SCHEIDAIA.COM
Approval DEL u 6 2018
Anaroved un 5a'_9�4he
hority of a resolution adopted
ird
City of Saratoga Springs.
"e�
air erson
Date Signed:
CONTRACTOR
kc1immi
The LA
GROUP
Landscape Architecture
& Engineering P.C.
People. Purpose. Place.
40 Long Alley
p: 518-587-8100
Saratoga Springs
f 518 587-0180
NY 12866
www.tlielagroup.com
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v /tz\zvv\ /� _,- �,_ ... - \ .,� �__ , 1. - , \ 1_;`�_,_ I \ �11 __� 1. _1 -, — 11 _1 1_1 -1-- . '� .�*� � ;N / N \ 7 N X A =r A K 1, 9 A 11 A A A 11 A N 11 K N A X A A g N j�xl ., )�
vvv;1,
Ow
REMOVE FENCE & GATE
�`j-- REMOVE TREES, TYP,
STORM LINE TO BE REMOVED
REMOVE TREES & SHRUBS,
TYP.
i
s4 ... .............
a
STORM LINE TO BE REMOVED �Ck, TREE PROTECTION
L-05
_ 0
EXISTING BUILDING
40 i 10 20 30 tl
� I♦
.,
SITE PREPARATION NOTES:
1. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES.
REFER TO PROJECT PLANS, NOTES AND DETAILS.
2. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH
THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS.
e
1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE
ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS
TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN
ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS.
2, ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND
FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED.
3, TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF
ENTIRE ROOT SYSTEM AND SATISFACTORY OFF -SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS,
VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN
SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED.
4. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING
BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS, TOPSOIL SHALL NOT BE REMOVED FROM
THE SITE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE.
�: •
1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR
CONTRACT OPERATIONS.
2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES,
EQUIPMENT, ROADWAYS AND DRIVEWAYS.
3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS,
FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH
NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE.
4. BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THE SITE WITH
THE LANDSCAPE ARCHITECT TO IDENTIFY TREES WHICH ARE TO BE PROTECTED OR REMOVED. DO NO
CLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED,
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS
DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM,
INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS,
VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE
SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED,
6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING FOR APPROVAL BY
THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK OPERATIONS,
7, AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING
PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING
MATERIALS ARE INSTALLED..
SITE CLEARING NOTE:
1. TREES TO BE CLEARED THAT HAVE A DIAMETER OF GREATER THAN 3" DBH SHOULD BE CLEARED
BETWEEN NOVEMBER 1 TO APRIL 1 TO AVOID DISTURBANCE OF THE NORTHERN LONG-EARED BAT.
LEGEND
LIMIT OF DISTURBANCE (5.4 ACRES)
— — — - EXISTING MAJOR CONTOUR
— — — 22- — - EXISTING MINOR CONTOUR
EXISTING STORM LINE
CONSTRUCTION ENTRANCE 1
L-05
STOCKPILE AREA 2
L-05
TREE CLEARING
ASPHALT REMOVAL
xxxxxxxxxxx UTILITY REMOVAL
SAW -CUT ASPHALT
(� TREE PROTECTION FENCE L 05
REMOVE ITEM
❑ INLET PROTECTION 6
L-05
aw orlty of a resolution adopted DEC 0 6`2fl18
E)oard of the City of Saratoga Springs.
Ir rsan
7 2019
4
4
Imo=
SALIS 6 StAVKv
OWNER
I SARATOGA EAGLE SALES & SERVICE
45 DUPLAINVILLE ROAD
I SARATOGA SPRINGS, NY 12866
PRO!ECT
2018 WAREHOUSE EXPANSION
....
\,
SCHEID
I
CONTACT
111 ELMWOOD AVENUE
BUFFALO, NY 14201
0. 716.884.0059
F. 716,884.6414
SCHEIDAIA.COM
i
C1
The LA GROUF
ELandscape Architecture @. Engineering P.C.
People. Purpose. Place.
40 Long Alley p 518 587 8100
Saratoga Springs f. 518-587-0180
NY 12866 www.thelagrou.p.com
CONTRACTOR
#Q ?ISSUE DATE !DESCRIPTION
i � 4
1 12/20/2018 ICITY COMMENTS
.... ..........
..............................:.................................... {........................_..........._.................................. ..... ......
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f
I SEAUSIGNATURE
OF NEh�
y~P S 8 yo,
'f
Ar
0
i
1339
i
R�FESSIO�P�
i Following is an excerpt Bom the New fork State Education Law. Article 145. Section
applies to this drawing it is a violation of this law for any person unless he is acting ut
E direct supervision of a licensed Architect or a licensed professionai engineer to alter a
€ any way If an item bearing the seal of an architect or engineer is altered, the altering
`• or engineer shall affix his seal and the notation. "ALTERED BY" followed by his signa
date of such alteration and a specific description of the alteration. This drawing is cor
i under the United States Copy Right Law and is the property of Scheid Architectural,
i of this drawing in any form without. written permission is strictly prohib ied.
SHEET TITLE
I
SITE DEMOLITION,
EROSION &
I
,SEDIMENT
CONTROL PLAN
PROJECT NUMBER
2018-077
PLOT DATE
j 12/20/201811:01:20 AM
SHEET
E,01,
-
8it1y
{�ti
PROPERTY LINE
30' REAR YARD SETBACK
X
x
LAWN
xj
I
x
FENCING TO MATCH EXISTING FENCE
PROPERTY LINE
t 30' REAR YARD SETBACK
x X x x - - - =11 rx x�
FENCING TO MATCH EXISTING FENCE
�f\
f
\ i
LAWN
GRAVEL PAD, TYP.
F„ y
x
x
x
1Xr9 X;0i
BLACK METAL FENCE TO MATCH EAST
SIDE OF BUILDING
40' FRONT YARD SETBACK
PROPERTY LINE
Ras
cV
_�F_x—x_0-x— x-0-x-x-x-0-x-x-
AUTOMATIC GATE TO MATCH EAST
SIDE OF BUILDING
ASPHALT PAVEMENT, TYP.
o nr
i
CONCRETE CURB, TYP.
TRANSITION CURB, TYP,
° LAWN
PAVEMENT KEY, TYP.
PAVEMENT KEY, TYP.
PAVEMENT KEY, TYP,
i :ands`or : nlwe, `a.iy o1
,� iHza t: M Neary
40
k
t
t................._. _.
LAYOUT NOTES:
1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR
ENGAGED BY THE CONTRACTOR.
2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL
BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S
REPRESENTATIVE PRIOR TO CONSTRUCTION.
3, ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE
MEASURED UNLESS OTHERWISE NOTED.
4, DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB.
5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY
APPROPRIATE MUNICIPAL OFFICIALS.
6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND
APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.
7, ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD
FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.
8. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES,
FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS,
TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY
DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK.
9. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR
VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
SITE CLEARING NOTE:
1. TREES TO BE CLEARED THAT HAVE A DIAMETER OF GREATER THAN 3" DBH SHOULD BE CLEARED
BETWEEN NOVEMBER 1 TO APRIL 1 TO AVOID DISTURBANCE OF THE NORTHERN LONG-EARED BAT.
LEGEND
--- — -- --
CONCRETE CURB, TYP.
TRANSITION CURB, TYP,
° LAWN
PAVEMENT KEY, TYP.
PAVEMENT KEY, TYP.
PAVEMENT KEY, TYP,
i :ands`or : nlwe, `a.iy o1
,� iHza t: M Neary
40
k
t
t................._. _.
LAYOUT NOTES:
1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR
ENGAGED BY THE CONTRACTOR.
2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL
BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S
REPRESENTATIVE PRIOR TO CONSTRUCTION.
3, ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE
MEASURED UNLESS OTHERWISE NOTED.
4, DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB.
5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY
APPROPRIATE MUNICIPAL OFFICIALS.
6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND
APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.
7, ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD
FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.
8. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES,
FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS,
TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY
DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK.
9. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR
VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
SITE CLEARING NOTE:
1. TREES TO BE CLEARED THAT HAVE A DIAMETER OF GREATER THAN 3" DBH SHOULD BE CLEARED
BETWEEN NOVEMBER 1 TO APRIL 1 TO AVOID DISTURBANCE OF THE NORTHERN LONG-EARED BAT.
LEGEND
--- — -- --
PROPERTY LINE
u.
LIMIT OF DISTURBANCE
SETABCK LINE
—x—x—x®x-
FENCE/GATE
_________
PAVEMENT KEY 9
L-05
ASPHALT PAVEMENT
7
CONCRETE PAVEMENT
L-0-0 5
�I
7_7
GRAVEL PAVEMENT
12
L-05
_ `J
°°
LIGHT POLE
PlanningB
Approval
* over und- • of - • t adopted
e a ard of the City of Saratoga Springs.
Ir
I DateSigner'
OWNER
SARATOGA EAGLE SALES & SERVICE
45 DUPLAINVILLE ROAD
SARATOGA SPRINGS, NY 12866
1 PROJECT
i 2018 WAREHOUSE EXPANSION
�t
CONTACT
111 ELMWOOD AVENUE
BUFFALO, NY14201
0. 716,884.0059
F. 716.884.6414
SCHEIDAIA.COM
kcammi
The LA
GROUF
Landscape Architecture
dt Engineering P.C.
PeaTfe, Purpose. P("e.
40 Long Alley
p: 518 -587- 8100
Saratoga Springs
f 518-587-0180
NY 12866
www.thelagrou.p.com
SEAUSIGNATURE
Following is an excerpt from the New York State Education Law, Article 145. Sectior
applies to this drawing It is a violation of this law for any person unless he is acting ul
direct supervision of a licensed Architect or a licensed professional engineer to alter a
anyway If an item bearing the seal of an architect or engineer is altered. the altering
or engineer shall affix his seal and the notation. "ALTERED BY" followed by his signe
date of such alteration and a specific description of the alteration. This drawing is cof
under the United States Copy Right Law and is the property of Scheid Architectural,
of this drawing in any form without written permission is strictly prohibited
SHEET TITLE
SITE LAYOUT
AND
MATERIALS
PLAN
PROJECT NUMBER
2018-077
PLOT DATE
12/20/2018 11:02.32 AM
SHEET
L-02 &2q ka
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PROPERTY LINE
FLARED END
SECTION
40' FRONT YARD SETBACK
PROPERTY LINE 74"---5';`--`3U" W
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24"'IDPE, 1
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i~ 3 � -,
William McNeary
PROPERTY LINE
30' REAR YARD SETBACK
�- _ 77
} a: 4-.22
NV t. L7
---- -- ST-MH 1
RIM: 333.$
INV. IN (S): 328.5
INV. IN (E): 328.75
INV. OUT: 32$.4
24" HDPE PIPE, 20 LF @ 1.0%
N INV 3,01,86 E.. HNV • 1-5, , 4 r
INV 381.18 W INV :`Sit 5.5-9
-MATCH'.
•,)R
,55 c.. 4
EXISTING ,._.....__..... _. rka....,k__" ..,...
.,T. ___...._ _....
DqPLAINVILLEJROAD
lands now or forrn(--,rly of
it
0 10 20 30 40
,5 C
'i...
GRADING NOTES:
1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 12/28/2010 PERFORMED BY
DVVID F. BARRASS.
2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND
SURVEYOR.
3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF
CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE
DISTURBED BY CONSTRUCTION.
4, PITCH EVENLY BETWEEN SPOT GRADES, ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM
SLOPE OF ONE -EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 25. ANY
DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S
REPRESENTATIVE PRIOR TO CONTINUING WORK,
5, MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30, IN
LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE
OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK.
6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH
ADA GUIDELINES,
7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB
UNLESS SHOWN OTHERWISE.
8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF
THE EXISTING PAVING.
9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS
SLOPING PAVEMENT, IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF
CURB.
10. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND,
CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED
DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER.
11. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF
GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL. SHALL BE
REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE
STOCKPILED FOR RE -USE ON SITE OR LEGALLY DISPOSED OF OFFSITE.
12. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED
LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER
THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS.
13. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT
PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES.
14. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY
HAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND.
15. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING
JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE
CONDITION UNTIL COMPLETION OF BACKFILLING.
16, THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY
ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH
BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND
SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE
OWNER'S REPRESENTATIVE.
17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL
CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES.
18. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES.
DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE
MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED
RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR
UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND
APPROVED BY OWNER'S REPRESENTATIVE,
19. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY
ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH
BASINS, HAND HOLES. WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND
SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE
OWNER'S REPRESENTATIVE.
20. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS
OTHERWISE NOTED,
21. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/ SLOPES NO
STEEPER THAN 1 FOOT (VERTICAL) ON 2 FOOT (HORIZONTAL).
SITE CLEARING NOTE:
TREES TO BE CLEARED THAT HAVE A DIAMETER OF GREATER THAN 3" DBH SHOULD BE CLEARED
BETWEEN NOVEMBER 1 TO APRIL 1 TO AVOID DISTURBANCE OF THE NORTHERN LONG-EARED BAT.
I FrFNn
-- - �- -
PROPERTY LINE
LIMIT OF DISTURBANCE
EXISTING MAJOR CONTOUR
_3 2r2 _ _......_..
EXISTING MINOR CONTOUR
850
MAJOR CONTOUR
852
MINOR CONTOUR
- -
EXISTING STORMWATER
ST
PROPOSED STORMWATER
___ ____. ...._..._..._._
EXISTING SANITARY
_...._.....__._1-------- ------------ -_.--------
EXISTING GAS LINE
...........................I W .....................
EXISTING WATER MAIN
PROPOSED WATER LINE
^�
EROSION CONTROL MATTING
Planning
Board # 18.053
-SARATOGA EAGLE
OWNER
SARATOGA EAGLE SALES & SERVICE
45 DUPLAINVILLE ROAD
SARATOGA SPRINGS, NY 12866
PROJECT
E
12018 WAREHOUSE EXPANSION
SHILL
CONTACT
111 ELMWOOD AVENUE
BUFFALO, NY 14201
0. 716.884.0059
F. 716 884.6414
SCHEIDAIA.COM
0
The LA
GROUP
Landscape Architecture
& Engineering P.C.
PeopCe, Purpose. Place.
40 Long Alley
p' 518 -587- 8100
Saratoga Springs
f 518-587-0180
NY 12866
www.thelagroup.com
SEALiSIGNATURE
Following is an excerpt from the New York State Education Law, .Article 145, Section 7209 &.
applies to this drawing it is a violation of this law for any person unless he is acting under the
direct supervision of a licensed Architect or a licensed professional engineer to alter an item it
any way if an item bearing the seal of an architect or engineer is altered. the altering architect
or engineer shall affix his seal and the notation, "ALTERED BY" followed by his signature and
date of such alteration and a specific description of the alteration. This drawing is copyrightec
under the United States Copy Right Law and is the property of Scheid Architectural, the use
of this drawing in any form without written permission is strictly prohibited.
SHEET TITLE
SITE GRADING,
DRAINAGE
A N D UTILITY
PLAN
PROJECT NUMBER
2018-077
PLO'r'DATE
12/20/2018 11:04:06 AM
Scale: 1" = 40'
SHEET
L-03 01
t4 !d 6
,~-•ter � � ,�,...,,,--.,4 � �"
r~ r~
,�-\,.--�,.-•�."- ,,."-��.---�. �r' �,. `�f---�r--tir ry4� lr V Y-'�"�r �.-""� ,, �Zr ti ti � �+' `v ti v"`% - � .--��:.
PROPERTY LINE PROPERTY LINE
All 30' REAR YARD SETBACK
1
� n
.....
X `X � X �' X' X �`• X X �. X yC � X �L —A—A— X X R � x x - t4 M
x ;.
r
30' REAR YARD SETT
x C jX
� �X
` x
P X LAWN
# x!!
X
v
40' FRONT YARD SETBA(
PLANT LIST
SYM,
QTY,
BOTANICAL NAME
COMMON NAME
SIZE
REMARKS / SPACING
DECIDUOUS TREES
AS
4
Acer Saccharum 'Legacy'
Sugar Maple
2"-2.5" cal.
SEE PLAN
QP
2
Quercus paulstris
Pin Oak
2"-2.5" cal,
SEE PLAN
TC
6
Tilia Cordata
Littieleaf Linden
2"-2.5" cal.
SEE PLAN
MA
3
Magnolia Stellata
Star Magnolia
6'-8' ht.
SEE PLAN
EVERGREEN TREE
PG
11
Picea glauca
White Spruce
6'-8' ht.
SEE PLAN
DECIDUOUS SHRUBS
BS
56
Buxus sempervirens
Common Boxwood
18"-24" ht.
SEE PLAN
VP
4
Viburnum plicatum tomentosum
Doublefile Viburnum
36" ht. min.
SEE PLAN
---- - - - -- ------------ __.
>rry'le°_ly o
Near
W i l l i a ry- _i M `'ti — ry
Scale: 1" = 40'
Em
I
PLANTING NOTES:
1, ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN
STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.
PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL
SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY
STOCK." ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN
THE LOCALITY OF THE PROJECT.
2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR
CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES
UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT
MEASURE BRANCHES OR ROOTS TIP -TO -TIP.
3, ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT
REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR'FULL', OR'HEAVY' WITHIN THEIR CONTAINER,
AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN
SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED.
4, ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON
PLANT LIST,
5. TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1ST FOR
SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL
DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY.
6. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE
THE PLANTING SHOWN ON THE DRAWINGS.
7. IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT
OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON -AVAILABILITY TO LANDSCAPE ARCHITECT
ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE
MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF,
COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT.
8. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND
CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT
UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR
SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE.
9. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL
REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT.
10. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT BEDS
FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING.
11. INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO
PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING,
12. CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING
PIT FOR TREES, SHRUBS AND PERENNIALS.
13. ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL BE FREE
FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING
OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD
SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE
DARK BROWN IN COLOR.
14. PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME, ALL PLANTS ARE
SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE.
15. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE
NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN.
16. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A
MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL
FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCE INCLUDES PRUNING, WEEDING, WATERING,
FERTILIZATION, AND RE -SEEDING AS NECESSARY,
17. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER
CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS.
TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS.
18. GRASS SEED. FRESH, CLEAN, DRY, NEW -CROP SEED COMPLYING WITH AOSA'S "RULES FOR TESTING
SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES,
PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF
WEED SEED, AS FOLLOWS:
PROPORTION
GERMINATION
PURITY
COMMON NAME
BY WEIGHT
MINIMUM
MINIMUM
CREEPING RED FESCUE
50%
85%
95%
OR CHEWINGS FESCUE
KENTUCKY BLUEGRASS
25%
85%
90%
PERENNIAL RYE
25%
90%
90%
19. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL
ANALYSIS (ASTM 422) AND BASED ON THE'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL
BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF STONES LARGER THAN ONE INCH IN ANY
DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER AS
DETERMINED BY THE OWNER'S REPRESENTATIVE, AND TOXIC MATTER HARMFUL TO PLANT GROWTH,
SITE CLEARING NOTE:
1. TREES TO BE CLEARED THAT HAVE A DIAMETER OF GREATER THAN 3" DBH SHOULD BE CLEARED
BETWEEN NOVEMBER 1 TO APRIL 1 TO AVOID DISTURBANCE OF THE NORTHERN LONG-EARED BAT.
LEGEND
-- -- PROPERTY LINE
it •
— —
SETBACK LINE
—x—x—x—x—
FENCE/GATE
Cft
DECIDUOUS TREE
3
L-07
O
EVERGREEN TREE
4
L-07
4}o
DECIDUOUS SHRUBS
5
L-07
LIGHT POLE
J011anning
Board# •
.053
lority of a resolution adopted
rd of the City of Saratoga Springs.
q1eo�,19
SARATOGA EAGLI
OWNER
SARATOGA EAGLE SALES & SERVICE
45 DUPLAINVILLE ROAD
SARATOGA SPRINGS, NY 12866
2018 WAREHOUSE EXPANSION
SCHEID
R A H I T r' U R A >....
CONTACT
111 ELMWOOD AVENUE
s BUFFALO, NY 14201
0. 716.884.0059
F 716.884,6414
j SCHEIDAiA.COM
kc4a)m
The LA
GROUP
Landscape Architecture
& Engineering P.C.
Aeop%. Purpose, PCace..
40 Long Alley
p: 518-587-8100
Saratoga Springs
f, 518-587-0180
NY 12866
www.Lhelagroup.com
SEALiSIGNATURE
OF NEIti Y
n U
2
�O 9133% k.
Following is an excerpt from the New York State Education Law. Article 145, Section 7205
applies to this drawing it is a violation of this law for any person unless he is acting under J
direct supervision of a licensed .Architect or a licensed professional engineer to alter an item
any way If an item bearing the seal of an architect or engineer is altered, the altering archit
or engineer shall affix his seal and the notation. "ALTERED BY" followed by his signature a
date of such alteration and a specific description of the alteration, This drawing is copyrigh
under the United Sates Copy Right Law and is the property of Scheid Architectural, the u?
of this drawing in any form without. written permission is strictly prohibited.
SHEET TITLE
SITE
LANDSCAPE
PLAN
PROJECT NUMBER
2018-077
PLOT DATE
12/20/2018 11:04:19
AM
SHEET
L-04
8
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61
DXF file created by LitePro 2.030 on 10/25/2018 2:31:05 PM
CALCULATION SUMMARY
AREA NAME
I DIMENSIONS
GRID / TYPE
# PTS
I SPAC
I GROUP
I AVE
I MAX
I MIN
I MAX/MI
AVE/MIN
Site - --- -
1470
125,00
1 <+>
11.67
180,34
10.00
1 N/A
I N/A
Sarato a Ea le 2018-077` LUMINAIRE SCHEDULE
TYP
ISYMBOL
DESCRIPTION
LAMP
LUMENS
MOUNTING/BALLAST
LLF
QTY
T1
KIM LIGHTING Single 250w
(1)11" AR3/250PMH277/BL-P/A-25
(1) 250W PSMH
22000
25' POLE
1.00
14 EXISTING
T3
KIM LIGHTING Single 400w
22 EXISTING
(1)12" AR4/400PMH277/BL-P/A-25
(1) 40QW PSMH
40000
25' POLE
1.00
2 RELOCATED
T4
KIM LIGHTING Double_250w400w
(1} L1 AR3/25QPMH2�7:BL P/A-25
1 ` W PSMH
(j 250 PS
220QQ
25' POLE
1. 00
3 EXISTING
1 '12" AR4/400PMH277/BL-P/A-25
1 40OW PSMH
40000
1.00
T6
KIM LIGHTING Bollard 100w
(1) 13" GEM1/100PMH277/BL-P
(1) 10OW PSMH
9000
25POLE
1.00
18 EXISTING
T7
KIM LIGHTING Wail Dir. 250w
12 EXISTING
(1)14" WD18D3/250PMH277/BL-P
(1) 250W PSMH
22000
20' WALL
1.00
2 RELOCATED 10 REMAIN
2 DEMO
T8
KIM LIGHTING Wall Dir. 400w
(1)15" WD18D4/400PMH277/BL-P
(1) 40QW PSMH
40000
20' WALL
1.00
10 EXISTING
T9
KIM LIGHTING Triple 400w
(3) 12" AR4/40QPMH277/BL-P/A-25
(3) 40QW PSMH
40000
25' POLE
1.00
2 EXISTING
T10
KIM LIGHTING Single P70 4k 4
(1)161' AR4P70-8QL4K
(1) 4000K LED
17770
25' POLE
1,00
5 NEW
T11
G G Single I e P7 0
KIM LIGHTING 4k 3
9
n n
1 L7 AR P7Q- L4K
3 80
1 4000K LED
20165
25' POLE
1.00
4 NEW
T12
KIM LIGHTING Wail 4k 4
(1)18" WDM-D-48L-131-41<74F
(1) 4000K LED
14731
20' WALL
1,00
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a^
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3,55
PROPERTY LINE
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DUPLAINVILLE ROAD
a
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. .-� 8" I�ORC;(: FAIN ....._._.... ....__._......__.._.._........._..................._.._..._......._...._...._...._._..._.._.........._............._......
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Scale: 1" = 40'
LEGEND
-- — — — PROPERTY LINE
SETBACK LINE
x—x—x—x— FENCE/GATE
00 LIGHT POLE
Planning o. •18-053
Approval
Approved under a a resolution adopted -
b PI n o rd of the City of Saratoga Springs.
k ai n
®ate Signed:
' A Z019
1OWNER
SARATOGA EAGLE SALES & SERVICE
45 DUPLAINVILLE ROAD
[ SARATOGA SPRINGS, NY 12866
( PROJECT
2018 WAREHOUSE EXPANSION
I
CONTACT
111 ELMWOOD AVENUE
BUFFALO, NY 14201
0. 716.884.0059
f F. 716.884.6414
SCHEIDAIA.COM
C1
The LA
GROUF
Landscape Architecture
_ &. Engineering P.C.
Pea,P& Purpose. Ptace,
40 Long Alley
p: 518 587 8I00
Saratoga Springs
f 518-587-0180
NY 12866
www.thelagroup.com
SEALISIGNATURE
Following is an excerpt from the New York State Education: aw. Article 145, Section
applies to this drawing it is a violation of this law for any person finless he is acting ur
Architect
ct a . professional engineer o alter a
direct supervision a� a licensed r�hte., c a Iirensed prof ss g t
any way If an item bearing the seal ofan arch) ec: or engineer is altered, the altering
or engineer shall affix his seal and the notation. ALTERED BY" followed by his signs
date of such alteration and a specific descriphor, of the alteration. This drawing is cop
under the United States Copy Right Law and is the property of Scheid Architectural,
of this drawing :n any form without written permission is strictly prohibited.
SHEET TITLE
SITE LIGHTING
PLAN
} PROJECT NUMBER
2018-077
{
PLOT DATE
12/20/2018 1105 10 AM
L-04.1 8924
CONSTRUCTION SPECIFICATIONS:
1. STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR EDGE OF EXISTING ROADWAY
RECYCLED CONCRETE EQUIVALENT.
2. LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE
RESIDENCE LOT WHERE A 30 FOOT MIN. WOULD APPLY. I
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. GEOTEXTILE- WILL BE PLACED OVER THE ENTIRE
AREA PRIOR TO PLACING OF STONE.;Irems` . <,
5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD z
CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE
ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM15,
WITH 5:1 SLOPES WILL BE PERMITTED.
6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION I
WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT
INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED
IMMEDIATELY, 50' 0'"
7. WHEN WASHING IS REQUIRED. IT SHALL BE DONE ON AN 12"' THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATE
AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN OVER COMPACTED SUBGRADE
APPROVED SEDIMENT TRAPPING DEVICE.
8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE
PROVIDED AFTER EACH RAIN EVENT,
STABILIZED CONSTRUCTION ENTRANCE
NOTES:
SCALE.NTS
1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE
APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK.
2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET.
3, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER
CORRESPONDING DETAIL,
4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP -SLOPE OF THE TOPSOIL STOCKPILE.
TEMPORARY STOCKPILE
e
f
u V
TREE PROTECTION DETAIL
SCALE:NTS
ORANGE POLYETHYLENE
WARNING FENCE
FOR TREE PROTECTION CONDITIONS:
ADD WATERPROOF PERMANENT SIGN
READING: "TREE PROTECTION AREA";
MIN. 3 SIGNS PER TREE, OR 1 SIGN
EVERY 20' Q.C. FOR GROUPINGS OF
TREES
METAL POST
10' MAX. � TO (L
36" MIN.
FENCE POST
36" MIN., 2" HARDWOOD FENCE POSTS,
DRIVEN MIN. 16" INTO GROUND
w
FILTER FABRIC----"
131
a
w
..................
Z
O
d
....:...:..':....... .
..::::::.::::.:
...::...... .
FLOW_
m
" s .`..............
cDa
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 6MAXIMUM MESH OPENING.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.
FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 100X, 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.
6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING.
SILT FENCE
SCALE.NTS
SCALE: NTS
10 MIL PLASTIC-------__
LINING
STRAW BALES STAKED
INTO GROUND
8'(MIN�
o
a
s
o
a
0
0
SED\
g\J,40ry
CONCRETE CONCRETE WASHOUT SIGN
WASHOUT
STAPLES (2 PER BALE)
STRAW BALE
10 MIL PLASTIC
LINING
Z
ao _.
WOOD OR METAL
STAKES (2 PER BALE)
1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO
ADEQUATELY CONTAIN CONCRETE CLEANOUT.
2. SIGN INDICATING LOCATION OF CONCRETE WASHOUT SHALL
BE PROVIDED AT EACH LOCATION.
N� Nfl�F
s LP
USE SILT SACK UNDER GRATE TO
CONTROL SEDIMENT RUNOFF.
SACK SHALL BE MAINTAINED AND CLEANED
ON A REGULAR BASIS (SEE NOTE)
NOTE:
1. SILT SACK SHALL BE MAINTAINED & REMOVED ONLY AFTER ACCEPTANCE OF ROADWAY. SILT
SACK SHALL BE CLEANED PERIODICALLY TO KEEP CATCH BASIN WORKING PROPERLY WHILE
IN PLACE AT REMOVAL OF SILT SACK ALL CATCH BASINS SHALL BE CLEANED OF DEBRIS AND
SEDIMENT.
2, GRATE SILT SACK SHALL ONLY BE USED FOR IN -PAVEMENT STRUCTURES ONLY DURING AND
AFTER INSTALLATION OF PAVEMENT,
INLET PROTECTION - FINISHED PAVED AREAS
TOP COURSE - NYSDOT ITEM
402.098302 - 9.5F3 H.M.A., 80
SERIES COMPACTION
TACK COAT - NYSDOT ITEM
407-0102 DILUTED
BINDER COURSE - NYSDOT ITEM
402.198902 - 19F9 H.M.A., 80
SERIES COMPACTION PG
BINDER (LIQUID ASPHALT)
GRADE SHALL BE PG-64-22
COMPACTED GRAVEL -
NYSDOT TYPE 2 (SECT.
304) COMPACTED TO 95%
STANDARD PROCTOR
SUBGRADE - COMPACTED TO
90% STANDARD PROCTOR
NOTE:
EXPANSION JOINTS SPACED
FINISH ALONG CURB 10' O.C. MAX.
GRADE
6,; �1/4" RADIUS
I l Il
Q
4 - PAVEMENT
co
� v
r
71I n v
of e O . o . 0o
o O v v a [1 c o 'Po 0
P' o, �J]q o 0
4 a. n )a p 6
_oJo
° \\\ FULL CURB AT LAWN
SCALE: NTS
SCALE: NTS
NOTES:
1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET,
DRIVEWAY AND 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. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE
THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER
COURSE.
3. 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 BY THE CONTRACTOR.
4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO
COMMENCING PAVING OPERATIONS.
PAVEMENT TOP BINDER GRAVEL ESAL
TYPE COURSE COURSE COURSE LEVEL
STANDARD
1-1/2"
3"'
12""
<30
ROADWAY
MILLION
SCALE.NTS
PROVIDE CLEANSQUARE
O
CORNER WHERE
BITUMINOUS WALK ABUTS
CURB 6; 1/2" RADIUS
FINISH GRADE; BITUMINOUS _
OR LAWN, SEE PLANS_
a..
FINISH GRADE
4,000 PSI
`r CAST -IN -PLACE
CAST -IN -PLACE
�3
CONCRETE CURB
CONCRETE CURB SEE
CONCRETE
SPECIFICATION"
r- GRAVEL COMPACTED
.,y ;
COMPACTED
TO 95% STANDARD
F .
R
t
GRAVEL BASE
,
.'
PROCTOR
NYSDOT SECT. 304,
TYPE 2
-SUBGRADE
COMPACTED TO 90%
6°" 6°
g"
STANDARD PROCTOR
FLUSH CURB IN PAVING
SCALE NTS
s
PROPOSED PAVING EXISTING PAVING
12" (MIN.) KEYED PAVEMENT TO BE FLUSH WITH
EXISTING PAVEMENT TO REMAIN
TOP COURSE� 1-/2" MINIMUM DEEP KEY
BINDER COURSE::: �/Z"/:
INTO EXISTING PAVEMENT
z
COMPACTED BASE MATERIAL
COMPACTED SUBGRADE
SCALE. NTS
SCALE NTS
BROOM FINISH TYPE 1
PERPENDICULAR TO WALK TYPICAL PEDESTRIAN TRAFFIC LOADING
GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN
4" CONCRETE - SEE
'
SARATOGA SPRINGS RIGHT OF WAYS:
CONCRETE SPECIFICATIONS
6" X 6" NO s WOVEN WIRE
1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE
' EXCEPT A.O.B.E.
PROPERTY LINE,
�,,MESH
,2.)
SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY.
..... f\\ �\,6" GRANULAR SUBBASE
\\\�X\X;/x COURSE NYS DOT SECT. 304,
3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS.
TYPE 2 COMPACTED TO 95%
STANDARD PROCTOR
SUBGRADE COMPACTED TO
90% STANDARD PROCTOR
NOTES:
EXPANSION JOINT SPACING - 20'-25' O.C.
CONTROL JOINT' SPACING - S O C
NOMINAL CROSS SLOPE -1/8" T0114" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS
STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF
THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE
SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR
AS ORDERED BY CITY ENGINEER
CITY OF SARATOGA SPRINGS
CONCRETE SPECIFICATIONS OF THE PLANNING BOARD:
THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL
MOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE
CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED
EXPOSED TO FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED,
WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL
THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE
AUTHORITY MINIMUM SPECIFICATIONS.
MAY VARY WITH CLIMATE AND WEATHER CONDITIONS.
ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS
TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED
SHALL MEET OR EXCEED THESE
SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW
YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD
CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE
SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985.
AIR -ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW
WATER -CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR
ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY
LESS,* (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4)
BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS
PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE
PLANNING BOARD.
SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER
LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR
`A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND
ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000
WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO.
PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER
CONCRETE PAVEMENT ON GRADE
Planning Board # 18.058
Appro &: -�
A o've UrjJ authority of aTesoiution adopted
Xfte e-I n o rd of a City of Saratoga Springs.
air rson
Date Signed: 1019
GEOTEXTILE FABRIC
M I RAF 1 50OX
COMPACT SUBGRADE TO
90% STANDARD PROCTOR.
SCALE NTS
SCALE.NTS
OWNER
SARATOGA EAGLE SALES &SERVICE
45 DUPLAINVILLE ROAD
SARATOGA SPRINGS, NY 12866
PROJECT
2018 WAREHOUSE EXPANSION
SCHEID
CONI'ACT
111 ELMWOOD AVENUE
BUFFALO, NY 14201
0. 716, 884.0059
F. 71 &884.6414
SCHEIDAIA COM
The LA
GROUF
Landscape Architecttare
& Engineering P.C.
People. Purpose. Place.
40 Long Alley
p: 518 58'(- 8100
Saratoga Springs
f 518-587-0180
NY 12866
www.thelagrou.r).com
CONTRACTOR
SEAL/SIGNATURE
of: New y
,v t�
Following is an excerpt from the New Yak State Education Law, Article 145. Section
applies to this drawing It is a violation of ;his law for any person unless he is acting ui
direct supervision of a licensed Architect or a licensed professional engineer to alter a
any way If an item bearing the seal ofan architect or engineer is altered. he altering
or engineer shall affix his seal and :he notation.. ALTERED BY' followed by his signa
date of such alteration and a specific, description of the alteration. This drawing is cq
under the United States Copy Right Law and is the property of Scheid Architectural,
of this drawing n any form without written permission is strictly prohibited.
SHEET TITLE
SITE DETAILS
I PROJECT NUMBER
12018-077
l PLOT DATE
E 12/20/2018 9:15:07 AM
SHEET
i _n;%lr
TOP 0FSLOPE,
STARTING ATTOP OFSLOPE, INSTALL BLANKET |NSAME
DIRECTION OfWATER FLOW, TYP.
-EROSION CONTROL BLANKET
-OVERLAP BLANKET EDGES 4"MIN: OVERLAP
BLANKET ENDS 8"MIN. WITH UPGL[>PEBLANKET
OVERLYING DOVVN8LOPEBLANKET (SHINGLE STYLE)
BOTTOM OFSLOPE,
�—INSTALL BEGINNING QEND DFEACH ROLL
|N8"X6"ANCHOR TRENCH STAPLE,
BACKF|LL.&COMPACT SOIL, TYP,
NOTES:
t SEED & SOIL AMENDMENTS SHALL BE APPLIIED ACCORDING TO RATES IN THE PROJECT SPECIFICATION PRIOR TO
APPLYING THE BLANKET,
2 PROVIDE ANCHOR TRENCH AT THE TOE OF THE SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE,
3. SLOPE SURFACE SHALL QEFREE UFROCKS, CLOTS, STICKS &GRASS,
4. BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLYING SOIL THROUGHOUT ENTIRE LENGTH. LAY
BLANKET LOOSELY & STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT W/ SOIL. DO NOT STRETCH BLANKET.
5. STAPLING OFTHE BLANKET SHALL BEDONE |NACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
S. PREPARE SEED BED (INCLUDING APPLICATION OF LIME FERTILIZER, & SEED) PRIOR TO INSTALLATION OF BLANKET.
7. BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT UNTIL PERENNIAL VEGETATION IS
ESTABLISHED TO A MINIMUM UNIFORM 70% COVERAGE THROUGHOUT THE BLANKETED AREA. DAMAGE OR DISPLACED
BLANKETS SHALL BERESTORED ORREPLACED IMMEDIATELY.
EROSION CONTROL MATTING
ALLOW2" FOR FINAL
ADJUSTMENT OF FRAME
HEAVY DUTY FRAME AND
GRATE CAk�PBELLN0
' ' FRAME T08EMORTARED TOTOP
2810BWITH GRATE OPTION \ \
OFCATCH BASIN WITH NOW8HR|�K
\ - \
ORAPPROVED � GROUT. "..,"^,..=,,�,.^.".
� �` �'������ ����`` ����� '
����,`� '�"' ""��ADJUSTMENT OF FRAME.
STORM SEWER PIPE TO
BEMORTARED /NPLACE
Z-13"
°30"MIN. SUMP
~
SCALE:wTS
�B'
12^TYPE 2CRUSHED STONE ON
UNO|8TURBEDSU8GRADE
_
RE|NFORCMENT-6x8-10M0VVVYM ALL
-�' FOUR SIDES AND BOTTOM (CONFORM TO
=^B A8TMSTD. A-615)
Or
NOTES:
1. ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20.
CATCH BASIN DETAIL
15'
SCALs:wrS
TOP OF BERM: 328
OIL TOP OF WEIR: 325.3
12" THICK MAT OF STONE FILL (LIGHT) Z/GEOTEXTILE SEPARATION FA`B:RIC, MIRAFI 160N
07le
~"- ''�^°~~~~^
uw/ //�m n�o�o
(LIGHT)
CORRUGATED HDP
SEWER PIPE; REFE
PLANS FOR SIZE & I
HDPE FLARED ENE
PLAN VIEW
FLARED END SECTION DETAIL
1'1 '�[ �w12
GEOTEXT|LESEPARATION FABRIC, Ni|RAF 180N
TOP OF BERM: 328.0
SCALE NTS
PROPOSED FINISHED GRADE -
SEE GALVANIZED STEEL
FLARED END
SECTION
FABRIC UNDER
FLARED END SECTION
----� &R|PRAP SECTION VIEW
TO BE USED AT ALL OPEN PIPE ENDS
8CALE.wTG
PROPOSED FINISHED GRADE
OR EXISTING GROUND LINE
(2) 3/4" 0 THREADED TIE RODS,
—TELESCOPIC PATTERN VALVE BOX PER CITY
WASHERS & NUTS AS
OF SARATOGA SPRINGS STANDARDS
SPECIFIED; APPLY (2) COATS OF
COAL TAR EPDXY PAINT
Z,
FOLLOWING ASSEMBLY (20 MILS
PROPOSED 12"x6" TAPPING SLEEVE AS
INDICATED ON THE PLANS
AND COMPACTION PER
MECHANICAL JOINT RETAINER
CITY OF SARATOGA 0
GLAND FOR DIP PIPE, AS REQ'D.
SPRINGS STANDARDS
2�
L
I
EXISTING 12" DUCTILE
2
IRON PIPE WATER MAIN
PER CITY OF SARATOGA
SPRINGS STANDARDS. AS
INDICATED ON THE PLANS.
3,000 PSI MIN.
4
CONCRETE THRUST
Ej
BLOCK
UNDISTURBED
EARTH
CRUSHED STONE PIPE BEDDING,
7
AS —
MECHANICAL JOINT TAPPING VALVE & M.J.
SPECIFIED
CONCRETE BLOCKS (6" MIN. THICK)
RETAINER GLANDS PER CITY OF SARATOGA
8RP|NGS8TANDARD8
CONNECTION
TO EXISTING WATER MAIN
DETAIL
SCALE:wTS
3-8"M|N.
Z-15" MIN. PREFERRED
PREFERRED AS FAR AS POSSIBLE AS CLOSE
MAINS SHAU BE VALVED TO INSURE
AS
THAT WATE� FLOW IS NOT INTERRUPTED
2' POSSIBLE
0 HYDRANTS AT ANY
TO MORE THAN TW
PREFER
RED
GIVEN TIME.
SARATOGA STD. 5-0" MAX. LL FLUSH WITH ALL HYDRANTS AND VALVES SHALL
C PAVEMENT OR
I` REVEAL IN
TURF AREAS
BREAK FLANGE
T PART I IF FINISHED GRADE PAINT SCH-EDULE:
OLOR OF
BOLTS TO BE
SIZE OF BONNET AND COLOR OF
ABOVE F.G, AND A MAX. LU MAIN CONNECTOR COVERS BARREL
:D 6" BLUE YELLOW
GREEN,FOREST YELLOW
Cr
COO CY
Uj
101, BROWN YELLOW
VALVE BOX
12" GRAY, BATTLESHIP YELLOW
: 14" GREEN, LIGHT YELLOW
POLYETHELENE 0 C) u-, 3/4" TIE -ROD FOR STD.- W 16" ORANGE YELLOW
BUILDING PAPER THRUST RESTRAINT 0
24" YELLOW YELLOW
(ONE EACH SIDE)
CRUSHED STON
SIZE 1 AND 1A OR RETAINER GLAND IE ROD MAIN
DRAIN —
BEDDING, PIPE ZON
ANCHORIN
OR TIE RODS ARE BACKFILL TYPICAL TO HORIN BLOCK, 3,000 p.s.i.
USED) TRENCH DETAIL REQ'D. TEE JYP)
1. HYDRANT DRAINS SHOULD BE PLUGGED. WHEN THE DRAINS ARE PLUGGED THE BARRELS MUST BE PUMPED DRY AFTER
USE DURING FREEZING WEATHER.
2. WHERE HYDRANT DRAINS ARE NOT PLUGGED, A GRAVEL POCKET OR DRY WELL SHALL BE PROVIDED UNLESS THE NATURAL
SOILS WILL PROVIDE ADEQUATE DRAINAGE.
1 HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR LOCATED WITHIN 10 FEET OF SANITARY SEWERS, STORM SEWERS, OR
STORM DRAINS.
4. HYDRANT DRAINS, WHERE ALLOWED, MUST BE ABOVE THE SEASONAL GROUNDWATER TABLE.
5� YEARLY FLUSHING OFPRIVATE HYDRANTS ARE REQUIRED FOR THIS PROJECT. PROVIDE PROOF OFFLUSHING T{}CITY ENGINEER.
kv
A, 1951:09AMIll
SCALIENTS
SAW -CUT EXIST. PVMT IN TRUE
NOTES:
LINE. KEYPVK0! AS
1FINAL TRENCH 8ACKF|LL
8MUVVN TACK COAT EXPOSED
1.a. |NNON-PAVED AREAS, FINAL TRENCH BACKF|LL
EDGES OF EXIST. PVK3|
SHALL BEEXCAVATED MATERIAL WHEN
PRIOR |UPLACEMENT UFNEW
DETERMINED SUITABLE BYTHE ENGINEER OF
PVKn!
RECORD; OTHERWISE |TSHALL BE SELECT
GRANULAR FILL NYSDOTITEM 203U7, &1|N�
MOD. PROCTOR DENSITY SHALL 8E85
LAWN RESTORATION
PERCENT.
' /uruu/LmSEEu
SEE DETAIL
1�b. |NPAVED AREAS, FINAL TRENCH BACKF|LL
AS SPECIFIED
SHALL BENY8DOTSELECT GRANULAR FILL
NY5DQT|TEM 203.07. MIN. MODIFIED
PROCTOR DENSITY SHALL 8E05PERCENT.
2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKF|LL.AND
FINAL TRENCH BACKF|LLSHALL BEPLACED |NO
SUBBASE MAT'L,; REFER
INCH MAX. COMPACTED LIFTS. ALL BEDDING AND
LU
U)
TO NEW PVMT, DETAIL
BACKF|LLMATERIALS SHALL BEMECHANICALLY
UJI
COMPACTED TDTHE SATISFACTION OFTHE
> >
00
BURIED METALLIC
ENGINEER.
Lid
pE
3. EXCAVATION SHALL BEKEPT DRY AND DEVVATERED
"-
ATALL TIMES.
<
FINAL TRENCH
'
BACKF|LL(SEE NOTE)
u-
PIPE ZONE BACKF|LL
PIPE ZONE BEDDING MAT'L
co
MIN,
ITEM
DEPTH
MATERIAL
NYSDOT
METHOD OF
TYPE
PLACEMENT
PIPE ZONE BEDDING
6" MIN.
ANGULAR
203.25
MECHANICAL
CRUSHED STONE
COMPACTION
PIPE ZONE
12" MIN.
ANGULAR
203.25
MECHANICAL
BACKFILL
COVER
CRUSHED STONE
COMPACTION
FINAL TRENCH BACKFILL
VARIES
SEE NOTE
SEE NOTE
MECHNANICAL
COMPACTION
o�gn�
ASR��TO
CONE*
ADJUST TO
EXTENSION(S)
FINISHED
GRADE -USE
PRECAST UNITS
ECCENTRIC Z
CONE �
�
SECTION '
�
!
1
RISERLU
SECTION
4'-0 |hM|N.°
�
BOTTOM
IN 11\
SECTION
INSIDE FACE OFMANHOLE
MORTAR AFTER INSTALLATION
HOLDING BOOT
ALUMINUM ALLOY KDRBAND
2''PROJECTION INTO M.H.AT
P\PE8PR|NGL|NE
FORM NEW CEMENT
INVERTFROM NEW PIPE TO
CAST IRON MANHOLE FRAME AND
COVER LABELED "STORM"
FINISHED GRADE
PRECAST CONCRETE GRADE RINGS O^
(K4|N]TO2O"(MAX.)W[)CONCRETE BRICK
SHIM COURSES
REINFORCED PLASTIC NON -SLIP
STEPS PER NYSDOT 725-02.01
----PRECAST CONCRETE SECTIONS
4.O0OPSI AT28DAYS,
� AIR -ENTRAINED
/
-------'JOINS BUTYL SEALED
INDUSTRY STD. ORA.O.B.E.
60
CIRCUMFERENTIAL REINFORCEMENT
O12GO,IN. PER L|N.FT. MIN.
------SIZE AND LOCATION OF
PIPES ASSPECIFIED
\
~-----12~CRUSHED STONE '#1 OR#2
NOMINAL SIZE ORGRADATION A.O.B.E
- UNDISTURBED 8UBGRADEOR
OWNER
SARATOGA EAGLE SALES & SERVICE
SARATOGA SPRINGS, NY 12866
PROjEC`
2018 WAREHOUSE EXPANSION
X ADDITIONAL FOUNDATION
�����T�������
FLEXIBLE NEOPRENE BOOT SEAL
ASSEMBLY |NCORED HOLE
STAINLESS STEEL
BAND CLAMP
EXISTING M.H
TOP OFBASE SLAB
PRECAST CONCRETE
BASE SECTION
CONNECTION TO EXISTING MANHOLE DETAIL
A roved under I a resolution adopted
b P1 B rd of the City of Saratoga Springs.
on
Date Signed:
CONIACT
BUFFALO, NY 14201
SCALsmTG 1SCHE/Uam.6UM
C1
The LA
GROUF
Landscape xrcbbec'ure
0l.sunme,,uno P.C.
Pxxv�.Pxg,mx�/Y�»^
4OLong AJley
/=51O'587-8lO0
SaratogaSpriogs
/f518'587'0180
0l'l2OG�
���.V`c|ugroupzom
CONTRACTOR
L� IISSUE DATE 'DESCRIPTION
12/2012018 CITY COMMENTS
CITY COMMENTS
;SIGNAnItRE
Following is an excerpt frorri the New York State Education Law, Articie 145 Sectior
appli" 10 this drawing it is a violation of this law for any person unless he is acting ul
dinect's;upervision of a licensed Architect or a licensed professional engineer to alter 5
any way if an item bearing the seal ot an architect or engineer is altered —he altering
or engineer shall affix his seal and the notation, "ALTERED BY" followed by his signe
date of such alteration and a specific description of the alteration, This drawing is col
under the. Uniteo States Copy Right Law and is the property of Scheid Architectural.
of this drawing in any form without written permission is strictly prohibitteo
SHEET TITLE
SITE UTI
LITY
Y
DETAILS
rnmcCrwomosp
2013'O77
pm`o^rc
1/28/20189:30A8AM
sxcn
i nA
LIGHT POLE ASPER LIGHTING --
SCHEDULE AND SPECIFICATIONS.
=12golili a
8"BOLT CIRCLE REQUIRED, SET TO
MANUFACTURER'S TEMPLATE.
1"CHAMFER
POURED CONCRETE BASE, 3O0OPSI
CONCRETE, RUBBED FINISH.
3/4x32x4GALVANIZED STEEL BOLTS AS
PER MANFGS'SPECG,4RECYD.
REMOVE SONOTU8ETOA
MINIMUM DEPTH OF6"BELOW
PROPOSED FINISHED GRADE.
COMPACTED SUB- GRADE.
CONDUIT, SEE SPECIFICATIONS.
GROUNDING ROD, 14'
LONG, TYPICAL
26"SQ. PRECAST CONC. PIER CAP. TOP
SHALL BE SLOPED TO DRAIN
CONT. DRIP EDGE
GRACE VYCORV4OSELF ADHERING
MEMBRANE FLASHING AJT.D. WALL
MIN. (2)1/2"x8"x2°ANCHORS |N
GROUT FILLED CORES
CULTURED STONE DRYSTACK LEDGESTONE
'SUEDEBYOVVEN8CORNING
SCRATCH COAT
GALV.J.5LB. DIAMOND MESH LATH
SPRAY -ON BITUMINOUS
WATERPROOFING COATING ATCMU
SPRAY -ON BITUMINOUS
WATERPROOFING COATING ATCK4U
8"CMUWVNo. 4VERT.BARS |NGROUT
FILLED CORES. EXTEND BAR MIN. 24^INTO
PIER VN4"LEGS
GRACE VYCORV4OSELF ADHERING
MEMBRANE FLASHING, EXTEND 1%"UPWALL.
1 [:j._,.050" ALUM FLASHING OVER MEMBRANE
FLASHING
FINISH GRADE
LEG INTO
FOOTING
COMPACTED NATIVE SOIL T SEE SHEET 2.1
8ACKF|LL,
3,000 PSI CONC. FOOTING AND PIER
T.o. FOOTING
SUBGRADE COMPACTED TO 95% MODIFIED
PROCTOR DENSITY.
SC*Ls.wTS
FENCE PIER
NOTES-.
-TREE SHALL BEAR SAME RELATIONSHIP TOFINISH GRADE
AG|NTHE NURSERY. -THIN BRANCHES & FOLIAGE A8
DIRECTED WHILE RETAINING NORMAL SHAPE OFTREE.
NEVER CUT A LEADER.
-TREE SHALL BEPLUMB &STRAIGHT.
STAKE AND GUY SHALL PROVIDE
METHOD AND MANUFACTURER SAMPLE TOOWNER'S
REPRESENTATIVE FOR APPROVAL.
NEATLY WRAP ALL DECIDUOUS TRUNKS TOAHEIGHT OF
THE SECOND LOWEST BRANCH (FALL PLANTING ONLY)
3^DEPTH PINE BARK MULCH (OR STONE);PULL MATERIAL
AWAY FROM TRUNK.
3" HT. PLANTING MIX SAUCER
AMENDED PLANTING MIX, COMPACTED
�
_ --T ROPESURROUNDING BOTTOM - _- TRUNK AFTER
BACKF|LL|NGBUT BEFORE MULCHING. DONOT REMOVE
BURLAP.
NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92%
UND|STURBEDSU8GRADE
DECIDUOUS US TREE PLANTING
SCALE wTS
SCALE NTS
TREE SHALL BEAR SAME RELATIONSHIP TOFINISH
GRADE A8|NTHE NURSERY. NEVER CUT ALEADER.
f` TREE SHALL BEPLUMB &STRAIGHT,
INSTALL 3GUYS PER TREE EQUALLY SPACED AROUND
RDO @ALL,ATTACH1/8"GALV. STEEL CABLES @ 2/3HE|GHT
OFTREE. PROVIDE REINFORCED RUBBER HOSE TOENCASE
CABLE AROUND TRUNK. SECURE ALL ENDS [}FCABLE NV
GALV. CLAMPS.
EQ. Q. 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL
AWAY FROM TRUNK.
3" 0 X 2'-0" CEDAR STAKES, 3 PER TREE, DRIVEN IN AT A 25'
ANGLE; STAKES TO BE OUTSIDE OF TREE PIT.
3" HT. PLANTING MIX SAUCER
—AMENDED PLANTING MIX, COMPACTED
CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER
BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE
NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92%
"Z-O. UNDISTURBED SUBGRADE
641 No I Mum :01 N I nal ilk
SPACE SHRUBS A8INDICATED
ON PLANS
AKELATIONSHIP TO FINISH
GRADE AS IT BORE TO
""`,REVIOUS EXISTING GRADE
MULCH; PULL AWAY FROM
ROOT FLARE.
CUT AND REMOVE BURLAP
FROM TOP 1/3OFROOT BALL
PLANT SHRUBS |NCONTINUOUS BED
DFSPECIFIED PLANTING SOIL
SCALENTS
SCALE NTS
-.,,--,Planning
Board
�� ~� �� ������
U�~ U �� �� �� U ���� ��»���� K � D �4' U �� K 0 ����
° " �� » x v n u o o �� =~� ^�.�� = ~= v v " ~= ~ ~° _= =,
Approval
�'Approved under a o resolution adopted
by t P1 oa d of the City of SaratogaoP,"g9'.
7- n
Date Signed:
' �� ��- -r���� - �� J� �� 0
t° �� �* ° �� =� �� m^.'~_~� ^^
OWNER
SARATDGAEAGLE SALES 8SERVICE
|45DUPLA|NV|LLEROAD
�
'8ARATOGASPRINGS, NY128GG
irm»e�
|2018WAREHOUSE EXPANSION
CONIACT
BUFFALO, NY 14201
The LA GROUF
Landscape Architeci tire & Engineering P.C.
Saratoga Springs 518-587-0180
CONTRACTOR
HSSUE DATE
SEAUSIGNATURE
llu
SS
Following is an excerpt from the New York State Education 1 aw, Article 145, sectior
appliesto this drawing !its a violabon ofthts law for any person unless he is acting ui
direct supervision ot a licensed Architect 'or a licensel professional engineer ti alter 5
any way If an item bearing the seal o! an architect or engineer is altereo the altering
or engineer shall affix his seal and the notation "ALTERED BY' followed by his sigu
date of such alteration and a specific description of the alteration. This drawing is co�
under the Uniteo States Copy Right Law and is the property of Scheid Architectural,
of this orawing In any form without written permission is strictly prohibited
HEET TITLE
SITE DETAILS
PRO' :ECT NUMBER
2018-077
PLO! DATE
SHEET
�L 07