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L-6.3-6.5 SITE UTILITY DETAILS
PROJECT LOCATION MAP RESIDENTIAL 56 TOTAL
SCALE: N.T.S. TOWNHOUSE—STYLE APARTMENTS 10
APARTMENTS 46 CITY OF SARATOGA SPRINGS STANDARD NOTES
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��' ' • �� £ � ,_ ` � � ' ��,'; �� .�,� �- �� f 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND
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. � �� ��_ � * ;.�;, ��, ;'�;� m NON-RESIDENTIAL 5,200 SF TOTAL REGULATIONS.
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'� S�pv��5� � �_, , � 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929.
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a �` � � 3. APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND
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� a ��� = PARKING REQUIREMENTS REQUIRED: APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON
�� - � �� ` o � - FINAL PLAN.
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'r' ' (� � RESIDENTIAL (1 .5 SPACES / UNIT) 84 SPACES 4. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION.
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� �°`' E „ , ` ', w CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE DESIGN PROFESSIONAL ARE
,*�;��:�: P�� PROJECT SITE . .— REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER.
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��, J ~ ���oQ` yrM rI � 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR
� � �+�'� ��'�;' ' PROPOSED USE: TO CO►vSTRUCTlO►v.
,�'�� �,. �:�-° '' ,. ORMANDY LANE
� � DAY CARE CENTER (1 SPACE / EMPLOYEE)
` " ''� � 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE
' '� ' ��� �. � 11 EMPLOYEES 11 SPACES
TRUCK THAT THE FIRE DEPARTMENT DESIGNATES.
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.�. ����r r� �� ���,`°; �"��i,1���;:: �0.; 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK
` �� ,^`� � V ' '`������`�� :.;;. ;,� TOTAL REQUIRED: 95 SPACES IN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY.
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TOTAL PROVIDED: 97 SPACES 8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED.
9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF
PROJ ECT VICI N ITY MAP SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY.
SCA�E: N.T.s. 10. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE
CONTRACTOR PRIOR TO SUBMISSION OF THE AS-BUILT DRAWINGS.
11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE
APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN "AS-BUILT" DRAWING HAS
BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.
APPLICANT OWNER: PREPARED BY:
� E� r�+� � Beacon Communities, LLC The LA
II c o m m u n i t i e s 54 State Street, Su ite 802 � P 518/587-8100
Albany, NY 12207 Cj ROU P F 518/587-0180
Landscape Architecture&Engineering P.C. �W•the�agrOUp.001`Tl
PeopCe.Purpose.PCace. 40 LOng A��2y Sal"atOga
www.thelagroup.com Springs, NY 12866
Planning Board #
20200735 & 20200736 PROJ ECT ARCH ITECT:
Aooroval P 315/253-7301
Approved under puthority of p resolution adopted www.beardsley.com
by the Plpnning Boprd of the City of Sprptog4 Springs. ��� ���I�
Chairperson � 64 South Street
Date Signed .. � _ z Auburn, NY 13021
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Map Legend Deed Reference: Map References:
• 5/8" steel rod set with a tag Excelsior Park, LLC 1 . "Subdivision Map Excelsior Park - Phase 1A" dated Feb. 21 , 2003 DATE DESCRIPTION
� water valve Bk1669 p795 and last revised 9/19/03 by C.T. Male Assoc. and filed in the
Certification : Saratoga County Clerk's Office as Map E-160A through E-160X. REVISIONS
� san. cleanout valve
IT IS HEREBY CERTIFIED TO: „ �� DATE: Sept. 16, 2020
Q1 utility pole 2. Subdivision Ma Excelsior Park - Phase II dated Feb. 25, 2004,
BEACON COMMUNITIES DEVELOPMENT LLC; P JOB NO.: S20-161 .24
STEWART TITLE INSURANCE COMPANY - � � � � - overhead wires last revised 5/27/04 by C.T. Male Assoc. and filed in the Saratoga
that the map was prepared in accordance with the current existing County Clerk's Office as Map E164.
Code of Practice for Land Surveyors adopted by the New York State sa, sanitary line
Association of Professional Land Surveyors, Inc. The certification is
limited to persons for whom the boundary survey map is prepared, sT storn line 3. "Lot 2 Excelsior Park - Phase 1A" dated Nov. 30, 2005 last revised
to the title company, the governmental agency, and to the lending w water line 1 1�30�05 by C.T. Male Assoc. and filed in the Saratoga County SCALE: 1 " = 30'
institution listed on this boundary survey map. Clerk�s Office qs Map E-177. 15 0 15 30
4. "Subdivision Plan Excelsior Park Phase 2" dated June 17, 2015 last
revised 11/9/15 by Thompson-Fleming Land Surveyors, P.C. and
filed in the Saratoga County Clerk's Office as Map M2015223.
5. "Excelsior Park Phase 2A Lot Line Adjustment" dated June 2, 2020
by Thompson-Fleming Land Surveyors, P.C. and filed in the Saratoga
County Clerk's Office as Map M2020179. �
Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown
map bearing a licensed Land Surveyor s Seal is on this survey. No abstract of title was
a violation of Section 7209 subdivision 2 of available.
the New York State Education Law.
S20-161.24
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'4`G ^�`b�♦ 16 EUREKA I .��_ ''�� GR�PNO N57°56'49"W CH=75.78' � INST. #2018025515 Sarotoga Excelsior
AVE. � �'� ``� N �NG I CROSS-LOT AND 86.00' Q
c��g./ - �� �i SEM � � S8253'3o"w Apartments LLC Map Legend
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8.1 •
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�
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36.08 �
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I Condominiums "�
Saratoga County Clerk's Office as Map E-160A through E-160X.
n�f � » I . . . - � �
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CLC Real Estate Corp. S8253'30 W ,5..(,Zg'__ . . - 2 t 4 y T Assoc and filed in the Sarat g
OVERHEAD WIRES
( 45.84' -- -- -- -- -- -- las b�r vl sled 5 27 0 elborCParMale Ph OOo a
a ase ate e ,
lnst. #2008035023
-S82 53'30"W 393.17' � � l� j/�
� County Clerk's Office as Map E164. � A �
� 1 N07°06'30"W � � z z
0 0 32.84' � Lot 2 3. "Lot 2 Excelsior Park - Phase 1A" dated Nov. 30, 2005 last revised � � � g'
�I o part of n�f 1 1/30/05 by C.T. Male Assoc. and filed in the Saratoga County � . a � N
�� Lot 5 N07°06'30"W
o �"� londs of n�f C ler k's O f fice as Map E-1 7 7. � o
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s8253'3o"w revised 1 1/9/15 by Thompson-Fleming Land Surveyors, P.C. and `V N �
-- -- 444.20'
-- -- -- -- -- -- -- filed in the Saratoga County Clerk's Office as Map M2015223.
S82 53'30"W
Ormandy Lane Lands of the City of Soroto90 Springs 5. "Excelsior Park Phase 2A Lot Line Adjustment" dated June 2, 2020
by Thompson-Fleming Land Surveyors, P.C. filed in the Saratoga
N8253'3o"E County Clerk's Office as Map M2020179.
-- -- -- -- -- -- -- - -- -- -- -- - -- - -- --
N24"13'05"W 1473.77'
17.64' O
� � 1
% ASPHALT I Deed Reference.
ROADWAY
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part of ,�� UTILITY EASEMENT I Bk1669 p795
� / � TO THE CITY OF
, Lot 5 � � SARATOGA SPRINGS 1
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DATE DESCRIPTION
n/f
Keith and REVISIONS
Cameron �90 S DATE: Oct. 6, 2020
Bk1086 JOB NO.: S20-161 .24
SCALE: 1 " = 100'
50 0 50 100
Approved under authority of a resolution
adopted by the Planning
Board of the City of Saratoga Springs.
Chairperson Date Signed �
Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown
map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was P LAN N I N G BOAR D #
a violation of Section 7209 subdivision 2 of available.
the New York State Education Law.
S20-161.24
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INLET PROTECTION,TYP. L 6.0 `� i o O New York State Education Law.
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SF I E�E�=291 ,6 9 Scale: 1"=20'
�
EROSION AND SEDIMENT CONTROL NOTES: SITE PREPARATION NOTES: PROTECTION NOTES: REMOVALS NOTES: LEGEND
1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENT 7. THE CONTRACTOR SHALL NOT DISTURB MORE THAN 5 ACRES AT ANY 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE
FOR PERMIT COVERAGE UNDER THE NEW YORK STATE DEPARTMENT ONE TIME WITHOUT PRIOR WRITTEN AUTHORIZATION FROM NYSDEC PRE-CONSTRUCTION MEETING WITH OWNER/OWNER'S WORK DUE TO THEIR CONTRACT OPERATIONS. WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE � � � � PROPERTY LINE
OF ENVIRONMENTAL CONSERVATION (NYSDEC)STATE POLLUTANT OR THE LOCAL MS-4. REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT REMOVED AND RECYCLED/DISPOSED OF OFF SITE, ALL HANDLING OF
DISCHARGE ELIMINATION SYSTEM 'SPDES GENERAL PERMIT FOR CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE LIMIT OF WORK(2.0 ACRES)
STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY 8. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN CONSTRUCTION SCHEDULE. UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL _- _ Project No.: 2020047
GP-0-20-001'. SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE - �2R - EXISTING CONTOUR Design: DRC
'THE NYSDEC STANDARDS AND SPECIFICATIONS FOR EROSION AND 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, REGULATIONS. Drawn: K�T Ch'k'd: DRC
2. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE SEDIMENT CONTROL', MOST RECENT VERSION,AND THE CITY OF SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST SF SF SILT FENCE Date: �0/14/2020 Scale: 1"=20'
STORMWATER POLLUTION PREVENTION PLAN (SWPPP), AND GENERAL SARATOGA SPRINGS REQUIREMENTS. SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH
CONSTRUCTION SEQUENCING PLAN. PRIOR TO CONSTRUCTION,THE UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS REMOVE CONCRETE Rev: Description: Date:
CONTRACTOR SHALL REVIEW THE PROJECT SWPPP FOR SPECIFIC 9. PRIOR TO ANY SITEWORK, STONE CONSTRUCTION ENTRANCES MUST IDENTIFIED AND LOCATED. APPLICABLE UNLESS OTHERWISE NOTED. 1 Revised Per City Comment 4/14/2021
REQUIREMENTS REGARDING EROSION AND SEDIMENT CONTROL AND BE INSTALLED IN ACCORDANCE WITH THE SWPPP. PAVED AREAS 4. BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGE A 2 Revised Per City Comment 5/4/2021
STORMWATER MANAGEMENT.A COPY OF THE SWPPP MUST BE WITHIN AND OUTSIDE THE LIMIT OF WORK SHALL BE KEPT CLEAN AT 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL REMOVE GRAVEL
MAINTAINED ON THE PROJECT SITE IN AN ACCESSIBLE LOCATION AT ALL TIMES AND AT THE END OF EACH WORK DAY. TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT WHICH ARE TO BE PROTECTED OR REMOVED. DO NO CLEARING WITHOUT A CLEAR BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE
ALL TIMES DURING CONSTRUCTION. PLANS, NOTES AND DETAILS. UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED. OWNER'S REPRESENTATIVE. REMOVE VEGETATION
10. EROSION CONTROL DEVICES SHALL BE REGULARLY INSPECTED AND
3. PRIOR TO ANY SITEWORK, ALL CONTRACTORS AND MAINTAINED TO ENSURE SATISFACTORY PERFORMANCE AND 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING 4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE o
SUBCONTRACTORS RESPONSIBLE FOR CONSTRUCTION, REPAIR AND COMPLIANCE WITH THE SWPPP. ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND � � STABILIZED CONSTRUCTION ENTRANCE
MAINTENANCE OF ANY EROSION AND SEDIMENT CONTROL OR RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM, INSTALL TREE PROTECTION SATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS,
STORMWATER DEVICES MUST SIGNICERTIFY THE SWPPP AND 11. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH COSTS. FENCE IN ACCORDANCE WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS. VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE
IDENTIFY A'TRAINED CONTRACTOR'. THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT � INLET PROTECTION Drawinq Title
SEDIMENT CONTROL FACILITIES. RESULT TO TREES TO BE SAVED,AND CONSTRUCTION MATERIALS SHALL NOT BE DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED.
4. PRIOR TO BEGINNING EARTHWORK ACTIVITY, THE CONTRACTOR STORED BENEATH TREES TO BE SAVED. S I le P re pa ra l I O I1�
SHALL SUBMIT A MOBILIZATION PLAN SHOWING PROPOSED STOCKPILE12. THE CONTRACTOR SHALL INITIATE TEMPORARY AND PERMANENT 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO
AND STAGING AREAS, HAULIACCESS ROADS, FIELD OFFICES AND STABILIZATION MEASURES AS SOON AS PRACTICABLE IN 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING E ros i o n & Sed i m e nt
EQUIPMENT STORAGE AREAS, AND A SCHEDULE DETAILING THE ACCORDANCE WITH THE SWPPP. FENCING FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE P I an n i n g Board # Co nt ro I P I a n
STAGING OF CONSTRUCTION TO THE QUALIFIED INSPECTOR(SWPPP OF SITE WORK OPERATIONS. REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S
INSPECTOR)AND OWNER'S REPRESENTATIVE FOR APPROVAL. 13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK THE SWPPP FOR REPRESENTATIVE. 20�00��� VC �O�OO���
WEEKLY INSPECTION REPORTS, AND IMMEDIATELY MAKE 7. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE
5. ANY DEVIATIONS FROM OR CONSTRUCTION CONFLICTS WITH THE CORRECTIONS NOTED. EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND
PROJECT SWPPP SHALL BE IMMEDIATELY REPORTED TO THE OWNER'S SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. Drawinq No.
REPRESENTATIVE. IF THE CONTRACTOR PROPOSES A REVISED 14. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE Aooroval
STAGING, SEQUENCING ANDIOR MOBILIZATION PLAN, A MODIFIED PLAN MAINTAINED IN PLACE UNTIL CONSTRUCTION IS COMPLETED ANDIOR
MUST BE SUBMITTED TO THE QUALIFIED INSPECTOR FOR APPROVAL. THE AREA IS STABILIZED AND APPROVED BY THE QUALIFIED Approved under puthority of p resolution pdopted
INSPECTOR. by the Planning Board of the City of Saratoga Springs. I _ 1.0
Chairperson L
6. ANY CHANGES TO THE SWPPP PROPOSED BY THE CONTRACTOR MUST Date Signed
BE APPROVED BY THE QUALIFIED INSPECTOR AND INCORPORATED
INTO THE SWPPP PRIOR TO IMPLIMENTATION.
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I NY 12866 www.thelagroup.com
22 L-6.0 CONCRETE PAVEMENT,TYP.
TYP. 34'
Unauthorized alteration or addition to this
I CONCRETE PAVEMENT, TYP. 8 O � O O O O O O document is a violation of Section 7209 of the
L-6.0 $ � � 9 10 11 12 13 0� 14 � 15 16 17 18 New York State Education Law.
I � 6 TRANSITION CURB O the LA Group 2017
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� � �� CONCRETE PAVEMENT, TYP. 4 STORIES PLUS PARKING LEVEL L-6.1 I��� _ FENCE
� I L-6.p PARKING SIGNAGE, L 6.2 Albany, NY 12207
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CONCRETE N 9 KEY PAVEMENT, L-6.0 ASPHALT PAVEMENT, TYP. �_ .
PEDESTRIAN CROSSWALK 12'4 ° L-6.1 STAIRS, TYP. PROPERTY LINE L-6.0 BLEND CURB, TYP.
- - - - - - S'1�bOTAL� - - - -
6"CONCRETE CURB, TYP. � AND SIGNAGE L-6.0 ` 5 I I 4
L-6.0 R� HANDICAP PARKING SIGN L-6.1 WHISTLER COURT 6 TRANSITION CURB 13 DETECTABLE
� ° I 9 L-6A fCle,��Rl���'� P�oject Title:
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CROSS LOT EASEMENT 6"CONCRETE URB, TYP. �� I L-6.0 KEY PAVEMENT,
� L-6.0 R � ' BLEND � � � Exce I s i o r Pa rk
SMOOTHLY
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L-6.0 EXISTING TOWNHOUSES � �� � Excelsior Avenue
4, 6, 8, & 10 WHISTLER COURT �
STONE DUST L-6.1 I 6 TRANSITION �� j/ TRANSFORMER � \ Saratoga Springs, NY 12866
L-6.0 ,� ��,, � � � EXISTING TOWNHOUSES
� CURB, TYP. 12, 14, 16, & 18 WHISTLER COURT EXISTING 5 STORY
I MEET PROPOSED STONE DUST I APARTMENT BUILDING
WALK, BLEND SMOOTHLY I
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LAYOUT NOTES. - - - - - BUILDING SETBACK
STEELFENCE
1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED
BY THE CONTRACTOR. WALL
2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION.THE OWNER'S REPRESENTATIVE SHALL BE 6"CONCRETE CURB Project No.: 2020047
NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE � TRANSITION CURB Design: DRC
PRIOR TO CONSTRUCTION.
Drawn: HSM Ch'k'd: DRC
ROADWAY ASPHALT PAVEMENT
CONCRETE SIDEWALK 1l4" REVEAL(MAX.) 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED Date: �0/14/2020 Scale: 1"=20'
UNLESS OTHERWISE NOTED.
' PARKING LOT ASPHALT PAVEMENT Rev: Description: Date:
DETECTABLE HEAVY BROOM 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. �� 1 Revised Per City Comment 4/14/2021
WARNING STRIP FINISH (TYP.) a a � Q 2 Revised PerCityComment 5/4/2021
5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE � CONCRETE PAVEMENT
MUNICIPAL OFFICIALS.
6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY (EXPANSION JOINT) (CONTROL JOINT)
THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.
7. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR STONE DUST
��""'�"��...�„ 6' MIN. 3'TRANSITION APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.
CURB
PLAYGROUND SURFACE Drawinq Title
3'TRANSITION 8. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS,
CURB ETC.)WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, SIGNAGE
PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S �
REPRESENTATIVE PRIOR TO CONTINUING WORK. S i te Layo u t &
PEDESTRIAN DROP CU RB 9. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING P I an n i ng Board # M ate ri a l s P I a n
1 THE VERTICAL&HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 20�00��� VC �O�OO���
Scale: NTS
Dra winq No.
Aooroval
Approved under puthority of p resolution pdopted
20 10 0 5 10 15 20 by the Planning Board of the City of Saratoga Springs. I _�.0
Chairperson L
Date Signed
Scale: 1"=20'
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_ (TC304.50) (TC303.55)
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� � (304.23) TC 304.73 Unauthorized alteration or addition to this
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CONSTRUCTION � � ��'�, i I� ��� �
EASEMENT \ �� / I ' ' � �' EXISTING TOWNHOUSES APARTMENT BUI�LDING
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GRADING NOTES: LEGEND
1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 09116/20 PERFORMED BY THOMPSON-FLEMING 10. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL 17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR � � � � PROPERTY LINE
LAND SURVEYORS P.C. REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES.
OPERATIONS AT NO ADDITIONAL COST TO OWNER. - - - - - CONSTRUCTION LIMIT LINE Project No.: 2020047
2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 18. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. DURING Design: DRC
11. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY ��� - Drawn: K�T Ch'k'd: DRC
3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF.WHEN IT IS NECESSARY TO EXISTING CONTOUR
ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. PRIOR AUTHORIZATION FROM OWNER.TOPSOIL SHALL BE STOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSED INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS Date: �0/14/2020 Scale: 1"=20'
OF OFFSITE. PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE.
4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF o�Ju Rev: Description: Date:
ONE-EIGHTH INCH (1l8")PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%.ANY DISCREPANCIES NOT 12. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL 19. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND $rj2
PROPOSED CONTOUR 1 Revised Per City Comment 4/14/2021
ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2",AND SHALL BE SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES,WATER AND GAS 2 Revised Per City Comment 5/4/2021
COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE � PROPOSED SPOT ELEVATION
5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR 13. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH
TO CONTINUING WORK. SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 20. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4"OF FINISHED GRADE UNLESS OTHERWISE
NOTED.
6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA 14. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. PLANT
GUIDELINES. MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. 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).
7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6")ABOVE BOTTOM OF CURB UNLESS SHOWN 15. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND Drawinq Title
OTHERWISE. OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF
BACKFILLING.
8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING S i te G ra d i n g
PAVING. 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 P I an n i n g Board # P I a n
9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS SLOPING GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE
PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB. UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. �O�OO��� VC �O�OO���
Dra winq No.
Aooroval
Approved under puthority of p resolution pdopted
by the Planning Board of the City of Saratoga Springs. I _ � .0
Chairperson L
Date Signed
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INV. IN (S): 289.87' IM: 292.70 INV. (BLDG): / � �
'`, INV. IN (NE): 288.05 INV. (BLDG): 6 LF 6 HDPE INV. (BLDG): 291.30 NV. IN N 2 29�'75 ° �z
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RIM: 293.0 DMH-1 _ 11 LF 12" INV. OUT(W): 286.6 � � �
RIM: 294.10 �. o � � � RD�S �OT � /`lpartment5
INV.OUT(E): 289.6 � � HDPE @ 3.6/o t �A� M �� T� I
INv. IN W : 289.00 �,. „ ��, /� �� �, Excelsior Avenue
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INV. IN (NE): 288.50 STORMTECH SC-310 CHAMBERS � - 5T HDPE @ 0.5% CORE INTO EXISTING �/ � � �
INV. OUT 12�� MANIFOLD): 287.88 6 ROWS OF 8 CHAMBERS , �` STRUCTURE EXISTING TOWNHOUSES /� \ Saratoga Springs, NY 12866
INV.OUT 12" (ISOL TOR ROW): 287.78 BOTTOM OF STONE: 287.20 DMH-2 DMH-5 RAISE RIM T0:290.90 �� j ��� � - �
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WEIR ELEV: 288.82 , � �`�' INV. IN (NW): 287.'�1 APARTMENT BUILDING
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INV.OUT(SW): 287.75 INV. OUT 12"(ISO4ATOR ROW): 287.78
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Scale: 1"=20'
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TEST PIT LOG LEGEND
SOIL TEST PITS WERE CONDUCTED ON SEPTEMBER 30, 2020 BY TEST PIT#4 (TP-4) SOIL TEST PIT#8 WAS CONDUCTED ON DECEMBER 8, 2020 BY � � � � PROPERTY LINE
ROB FRASER(THE LA GROUP). COLE LAFLECHE (THE LA GROUP).
0-24" 10 YR 3/3 FINE SAND AND GRAVEL,
TEST PIT#1 (TP-1) MANY DECOMPOSED ROOTS TEST PIT#8 (TP-8) - ' - ' - ' - ' - CONSTRUCTION LIMIT LINE Project No.: 2020047
24"-42" 10 YR 4/4, FINE SAND, BLOCKY �;� Design: DRC
0-4" 10 YR 4/2 FINE SAND, MANY FINE ROOTS STRUCTURE, MANY DECOMPOSED ROOTS 0-20" 10 YR 3/3 FINE SAND, MANY FINE ROOTS '�`�� EXISTING CONTOUR
4"-2 4" 1 0 Y R 4/3, F I N E S A N D, M A N Y F I N E R O O T S 4 2"-5 0" 1 0 Y R 3/1 F I N E S A N D A N D D E C O M P O S E D 2 0"-4 4" 1 0 Y R 8/3 F I N E S A N D Drawn: KLT Ch'k'd: DRC
24"-46" 10 YR 4/6 FINE SAND ORGANICS, 5 YR 4l6 MOTTLES 44"-68" 10 YR 6/3 FINE SAND, MOTTLES Date: �0/14/2020 Scale: 1"=20'
46"- 120" 10 YR 4/3 FINE SAND 50"-72" 10 YR 4/2 FINE SAND, BLOCKY STRUCTURE o���
ROCK:NOT ENCOUNTERED PROPOSED CONTOUR Rev: Description: Date:
ROCK: NOT ENCOUNTERED ROCK:NOT ENCOUNTERED SEASONAL HIGH GROUNDWATER: MOTTLES AT 44" 852 1 Revised Per City Comment 4/14/2021
SEASONAL HIGH GROUNDWATER: NOT ENCOUNTERED SEASONAL HIGH GROUNDWATER: NOT ENCOUNTERED FALLING HEAD PERMEABILITY TEST:45 INCHES/HOUR AT 18" 2 Revised Per City Comment 5/4/2021
FALLING HEAD PERMEABILITY TEST: 358 INCHES/HOUR AT 84" FALLING HEAD PERMEABILITY TEST: 2.3 INCHES/HOUR AT 32" ST ST STORM LINE
PERCOLATION TEST#1 WAS CONDUCTED ON MAY 17, 2021 BY
TEST PIT#2 (TP-2) TEST PIT#5(TP-5) COLE LAFLECHE (THE LA GROUP).
0-4" 10 YR 4/3 FINE SAND, LOOSE STRUCTURE, 0-4" 10 YR 4/3 FINE SAND, LOOSE STRUCTURE, PERCOLATION TEST#1 (PT-1)
MANY FINE ROOTS MANY FINE ROOTS
4"-38" 10 YR 4/3, FINE SAND AND GRAVEL, 4"-30" 10 YR 4/2, FINE SAND, MANY FINE AND FALLING HEAD PERMEABILITY TEST:45 INCHES/HOUR AT 13"
BLOCKY STRUCTURE, MANY FINE ROOTS MEDIUM ROOTS
38"-120" 10 YR 4/6 FINE SAND 30"-62" 10 YR 4/2 FINE MOIST SAND, 10 YR 4/6 Drawinq Title
MOTTLES
ROCK:NOT ENCOUNTERED
SEASONAL HIGH GROUNDWATER: NOT ENCOUNTERED ROCK:NOT ENCOUNTERED S i te D ra i n a g e
FALLING HEAD PERMEABILITY TEST:21 INCHES/HOUR AT 84" SEASONAL HIGH GROUNDWATER: MOTTLES AT 30" .
FALLING HEAD PERMEABILITY TEST:200 INCHES/HOUR AT 30" P I an n i n g Board # P I a n
TEST PIT#3 (TP-3)
TEST PITS#6(TP-6, TP-7) 20200735 & 20200736
0-6" 10 YR 3/3 FINE SAND AND GRAVEL
6"-20" 10 YR 5/6, FINE SAND, BLOCKY STRUCTURE 0-2" 10 YR 4/4 FINE SAND, MANY FINE ROOTS
20"-48" 10 YR 4/4 FINE SAND, BLOCKY STRUCTURE, 2"-60" 10 YR 5/6 FINE SAND Drawinq No.
5 YR 4/6 MOTTLES 60"- 120" 10 YR 3/4 FINE MOIST SAND, STRONG Aooroval
48"-72" 10 YR 4/2 FINE MOIST SAND, 10 YR 4/4 SEEPS AT 120" Approved under puthority of p resolution pdopted
MOTTLES by the Planning Board of the City of Saratoga Springs. I _ � . �
ROCK:NOT ENCOUNTERED
Chairperson
ROCK:NOT ENCOUNTERED SEASONAL HIGH GROUNDWATER: STRONG SEEPS AT 120" Date Signed
SEASONAL HIGH GROUNDWATER: MOTTLES AT 20" FALLING HEAD PERMEABILITY TEST: 60 INCHES/HOUR AT 72"
FALLING HEAD PERMEABILITY TEST: 30 INCHES/HOUR AT 32"
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Project No.: 2020047
o��� Design: DRC
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Date: 10/14/2020 Scale: 1"=20'
� PROPOSED SPOT ELEVATION
Rev: Description: Date:
TRANSITION CURB 1 Revised Per City Comment 4/14/2021
2 Revised Per Clty Comment 5/4/2021
ASPHALT PAVEMENT
� CONCRETE PAVEMENT
STONE DUST Drawinq Title
�- SIGNAGE
, Site Accessibility
_ Planning Board # Plan
PROPOSED TREE
20200735 & 20200736
PROPOSED ACCESSIBLE PARKING Drawinq No.
Aooroval
Approved under puthority of p resolution pdopted
PROPOSED ACCESSIBLE ROUTE by the Planning Board of the City of Saratoga Springs. I _ � .�
Chairperson L
Date Signed
i
/ • - - - - - - - - - - - - - - �
,
, The LA GROUP
Landsca e Architecture&En ineerin P.C.
W W- w w w�w w w w w w w w w w w w w w w w w w w w w w w w w w w- P 9 9
\ W PeopCe.Purpose.PCace.
w�� EXCELSIOR AVENUE
40 Long Alley p: 518-587-8100
/ w CONNECTION TO
/ �/ GAS MAIN Saratoga Springs f 518-587-0180
3 CONTRACTOR SHALL CONFIRM LOCATION AND 6"SIZE NY 12866 www.thelagroup.com
w�� \ OF WATER STUB. IF EXISTING WATER TAP CANNOT BE
w/ EXISTING FIRE HYDRANT LOCATED,A NEW 6"TAP SHALL BE PERFORMED.
TO REMAIN Unauthorized alteration or addition to this
/W/ I 3 document is a violation of Section 7209 of the
/W New York State Education Law.
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WATER SYSTEM NOTES SANITARY SEWER NOTES LEGEND
1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 10. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH CITY � � � � PROPERTY LINE
5'-0". 11. VALVE BOXES OF SARATOGA SPRINGS STANDARDS.
11.a. CAST IRON TWO PIECE VALVE BOX AS MANUFACTURED BY CLOW(MODEL F2494), OR APPROVED EQUAL. $� PROPOSED SANITARY SEWER LINE
2. SUBMIT APPROVED SHOP DRAWINGS FOR ALL WATER MAINS AND APPURTENANCES TO THE PROJECT ENGINEER 11.b. COVER SHALL BE STAY-PUT TYPE (CLOW MODEL F2490), OR APPROVED EQUAL, AND BE CLEARLY MARKED 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR Project No.: 2020047
PRIOR TO CONSTRUCTION. "WATER". LATEST REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH-ON JOINTS. E�U E�U PROPOSED ELECTRIC LINE Design: DRC
Drawn: KLT Ch'k'd: DRC
3. ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, PAINT SEAL 12. VALVES 3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE PROJECT ENGINEER OF
COATED, 350 P.S.I. PRESSURE RATING. 12.a. ALL VALVES UNDER 12 INCHES IN DIAMETER SHALL BE MECHANICAL JOINT RESILIENT WEDGE(RIW). RECORD PRIOR TO THE PLACEMENT OF ANY ORDER OF SAID MATERIALS. G PROPOSED GAS LINE Date: �0/14/2020 Scale: 1"=20'
12.b. R/W VALVES, 3-INCHES AND LARGER, SHALL BE IRON BODY, NON-RISING STEM CONFORMING TO A.W.W.A.C509.
4. CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN CONFORMANCE WITH THE CITY OF GLAND BOLTS SHALL BE ZINC COATED STEEL. 4. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE CITY OF SARATOGA SPRINGS, PRIOR TO INSTALLATION. W PROPOSED WATER LINE Rev: Description: Date:
SARATOGA SPRINGS AND A.W.W.A. STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY. 12.C. ALL VALVES SHALL HAVE A MAXIMUM WORKING PRESSURE RATING OF 200 P.S.I.G. 1 Revised Per City Comment 4/14/2021
BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED LABORATORY WILL TAKE PLACE PRIOR TO 12.d. ALL VALVES SHALL HAVE MECHANICAL JOINT ENDS CONFORMING TO ANSI AS1.10/AS1.11. 5. CONTRACTOR SHALL CONDUCT LOW PRESSURE AIR TESTING ON NEW SEWER PIPE AND BE CONDUCTED IN ACCORDANCE WITH UNIBELL PVC SAN EXISTING SANITARY SEWER LINE z Revised Per City Comment 5/4/2021
TURNING WATER MAIN OVER TO THE CITY TO VERIFY SANITARY QUALITY.WATER SERVICE LINES ARE EXCLUDED 12.e. VALVES SHALL OPEN RIGHT(CLOCKWISE)WITH A STANDARD 2-INCH SQUARE OPERATING NUT WITH ARROW PIPE ASSOCIATION DOCUMENT UNI-B-6-90 OR APPROVED EQUIVALENT.
FROM THIS REQUIREMENT. CAST INTO IT INDICATING THE DIRECTION OF OPENING. EXISTING WATER LINE
12.f. EACH VALVE SHALL BE FURNISHED COMPLETE WITH NECESSARY NUTS, BOLTS, STUDS, AND GASKETS. 6. CONTRACTOR SHALL CONDUCT INTERNAL TV INSPECTION OF NEW 8"SEWER PIPES AND SUBMIT REPORT TO PROJECT ENGINEER.
5. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET(EDGE TO EDGE) BETWEEN ANY WATER MAIN 12.g. MUELLER A-2360 MJ RESILIENT, OR APPROVED EQUAL. CONTRACTOR SHALL REPAIR ANY DEFICIENCIES OBSERVED DURING THE INSPECTION.
AND ANY SANITARY OR STORM SEWER.THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN
INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 13. HYDRANTS SHALL BE SARATOGA SPRINGS STANDARD MUELLER SUPER CENTURION A-423 AS SHOWN ON THE DETAIL. 7. NEGATIVE AIR PRESSURE (VACUUM)TESTING SHALL BE PERFORMED BY THE CONTRACTOR FOR EACH NEW SANITARY MANHOLE STRUCTURE
PER THE LATEST EDITION OF ASTM C1244.
6. THRUST BLOCKING SHALL COMPLY WITH DETAILS ON THESE DRAWINGS AND CITY STANDARDS. 14. ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT(CLOCKWISE).
Drawinq Title
7. NEW WATER SERVICES FROM MAIN TO CURB STOP WILL BE INSTALLED WITH MINIMUM COVER SHOWN ON STANDARD 15. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE FOR INFORMATION ONLY,AND ALL
DETAILS UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING WATER MAIN.SERVICE SHALL BE UTILITIES MAY NOT BE SHOWN.THE CONTRACTOR SHALL CONTACT DIG SAFELY NY(1-800-962-7962)AND THE
BROUGHT TO MINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE. PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELD VERIFY THE S i te U t i I i t i es P I a n
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.ANY COSTS INCURRED BY THE CONTRACTOR .
8. DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED,THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE P I an n i n g Board #
SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY.THIS INFORMATION SHALL BE PROVIDED TO CONTRACTOR.
THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS-BUILT DRAWINGS. �O�OO��� VC �O�OO���
16. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM
9. THE CONTRACTOR SHALL PROVIDE TWO(2)BRONZE WEDGES AT EACH BELL JOINT OF PUSH-ON PIPE. TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED ANDIOR DIRECTED BY THE OWNER'S
REPRESENTATIVE. Drawinq No.
Aooroval
Approved under puthority of p resolution pdopted
by the Planning Board of the City of Saratoga Springs. I _4.0
Chairperson L
Date Signed
ii , �- � _ _ _ _ _ _ _ _ _ _ _ _ _ _ �,
� �
' � The LA GROUP
I � � �
� � Landscape Architecture&Engineering P.C.
I� � PeopCe.Purpose.PCace.
I I 40 Long Alley p: 518-587-8100
i �
i , EXISTING STREET Saratoga Springs f 518-587-0180
� � LIGHTS TO REMAIN NY 12866 www.thelagroup.com
� 1 Unauthorized alteration or addition to this
� � �`Q document is a violation of Section 7209 of the
� j �A� New York State Education Law.
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� P�oject Title:
� � _ _
t` PT-, � n � � � __---- Excelsior Park
� � � i � - � -- �
� ❑ ❑ ;Ross �oT , Apartments
- � � �
� , _ J _L ,
I I -ASEMENTS �
�� �,. / Excelsior Avenue
� � � �%'� � � �� � � � �� �� �� �� � Sarato a S rin s, NY 12866
' � �� � ��
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Scale: 1"=20'
LEGEND
LUMINAIRE SCHEDULE PLANT LIST - - - - PROPERTY LINE
TYPE SYMBOL QTY CATALOG NUMBER LLF LUM. WATTS LUMENS PER LAMP SYM. QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING UTILITY EASEMENT
S1/T4M p� 6 Lithonia Lighting, DSXO LED P2 40K T4M MVOLT 0.900 49 5880 LAWN
S1/T2M p� 1 Lithonia Lighting, DSXO LED P2 40K T2M MVOLT 0.900 49 5994 DECIDUOUS TREE
WP1 IF 3 Lithonia Lighting, WDGE2 LED P2 40K 80CR1 VW 0.900 14.53 2075 UA 4 Ulmus americana American Elm 4" CAL. SEE PLAN GROUNDCOVER Project No.: 2020047
AS 2 Acer saccharum Sugar Maple 2%"CAL. SEE PLAN Design: DRC
SHRUBS/PERENNIALS Drawn: HSM Ch'k'd: DRC
FLOWERING TREE ♦ ' Date: �0/14/2020 Scale: 1"=20'
Rev: Description: Date:
CF 5 Cornus florida'Cherokee Princess' Flowering Dogwood 2%"CAL. SEE PLAN + DECIDUOUS TREE 1 Revised Per City Comment 4/14/2021
DECIDUOUS SHRUBS 2 Revised Per City Comment 5/4/2021
CS 10 Cornus alba'Siberica' Red-Twig Dogwood 30"-36" HT. SPACE 5'O.C. FLOWERING TREE
HM 24 Hydrangea macrophylia'Balimer' Endless Summer Hydrangea 24"-30" HT.
� DECORATIVE STREET LIGHT
IG 45 Ilex galabra'Shamrock' Inkberry Holly 24"-30" HT.
� IF PROPOSED LIGHT FIXTURES Drawinq Title
RP 5 Rhododendron 'PJM' PJM Rhododendron 30"-36" HT.
+.02 PROPOSED FOOT CANDLE
SM 6 Syringa meyeri 'Palabin' Meyer Lilac 24"-30" HT.
, Site Landscape &
GRASSES, PERENNIALS&GROUNDCOVERS P I an n i n Board #
g Lighting Plan
CA 80 Calamagrostis acutiflora'Karl Forester' Karl Forester Reed Grass #2 CONT. 24"o.�. 20200735 & 20200736
HH 27 Hermerocallis'Happy Returns' 'Happy Returns' Daylily #2 CONT. 24"O.C./SEE PLAN
Dra winq No.
Aooroval
VM 225 Vinca minor Periwinkle 2" Plug 12"O.C. MAX. *NOTE(S): Approved under puthority of p resolution pdopted
1. SEE SHEET L-6.2 FOR PLANTING NOTES. by the Planning Board of the City of Saratoga Springs. I _ �.0
2. NO SUBSTITUTIONS WITHOUT PRIOR APPROVAL FROM Chairperson L
OWNER�S REPRESENTATIVE. Date Signed
3"
CONSTRUCTION SPECIFICATIONS:
1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR
EDGE OF EXISTING ROADWAY JOINT SEALANT TO 1l2" DEPTH �
RECYCLED CONCRETE EQUIVALENT. TOOLED JOINT WITH 1/4" RADIUS EDGE
2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE
RESIDENCE LOT WHERE A 30 FOOT MIN.WOULD APPLY. BACKER ROD Th e LA G ROU P
3. THICKNESS-NOT LESS THAN SIX(6)INCHES.
4. WIDTH-TWELVE(12)FOOT MINIMUM, BUT NOT LESS THAN THE PREMOULDED JOINT FILLER.CUT BACK
FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS o 0 0` " '= ` Landscape Architecture&Engineering P.C.
, ��� � �� ________________ _________________ AS NECESSARY AFTER PLACEMENT
OCCURS.GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE _ �� ���o��G' ��� o o�" Peop�e.Purpose.P�ace.
� o 0 000c�� Q 000��
AREA PRIOR TO PLACWG OF STONE. � z � ����'� �����o
O O O O
5. ALL SURFACE WATER FLOWWG OR DIVERTED TOWARD `" � J ���� p ��� EXPANSION JOINTS TO OCCUR 30'O.C. MAX, 40 Long Alley p:518-587-8100
��� ��� Sarato a S rin s 518-587-0180
CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ,A =� �o� o�o WHERE CONCRETE MEETS VERTICAL SURFACES J P J f
�� ''����'" '�'� � TRANSITION CURB 3/8"JOINT I�IY 12866 www.thela rou com
ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM , -� �a 3'ADJACENT TURF OR IMMOVABLE OBJECTS SUCH AS CURBS, 9 P•
WITH 5:1 SLOPES WILL BE PERMITTED. ��,o �'' 6'ADJACENT SIDEWALK WALLS, FOOTINGS ETC,AND IN LOCATIONS
6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION � EXPANSION �OINT SHOWN ON PLANS.
WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT Unauthorized alteration or addition to this
INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED document is a violation of Section 7209 of the
New York State Education Law.
I M M E D IATE LY. 50'-0"
7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN 12"THICK,50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATER AL
AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN OVER COMPACTED SUBGRADE 3' TOOLED CONTROL JOINT. PLACE 5'-6"O.C. �O the LA Group 2017
APPROVED SEDIMENT TRAPPING DEVICE. UNLESS OTHERWISE SHOWN ON PLANS.
8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE
PROVIDED AFTER EACH RAIN EVENT.
SECTION Prepare or.•
SLAB E DEPTH OF THE CONCRETE Beacon
� STABILIZED CONSTRUCTION ENTRANCE 6 TRANSITION CURB _________________ _________________ Communities, LLC
Scale. NTS 10' MAX. �TO� Scale. NTS
36" MIN. FENCE POST
54 State Street, Suite 802
36" MIN., 2" HARDWOOD FENCE POSTS, 1/4�� Albany, NY 12207
DRIVEN MIN. 16" INTO GROUND FILTER FABRIC . TOP COURSE-NYSDOT ITEM NOTES:
z 402.098302-9.5F3 H.M.A., 80 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, CONTROL JOINT
w
o w
a > w o SERIES COMPACTION DRNEWAY AND PARKING LOT CONSTRUCTION WHERE
� � °Q° � N TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSNE.
� - � � BASED ON ANTICIPATED VOLUMES AND LOADS,THE CITY CONCRETE JOINTS
� `� Q = z F� TACK COAT-NYSDOT ITEM ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION � O
m � cxfl � Scale: NTS 6�� FINISHED GRADE, TURF I
407-0102 DILUTED TO BE INCREASED TO CARRY DESIGN LOADING.
> � z cn PLANTED CONDITION
� ¢ � p Q o 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE
N � _ � w w BINDER COURSE-NYSDOT ITEM 1/4" RADIUS
� o � THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER
��� � � � ���. 402.198902- 19F9 H.M.A., 80 COURSE.
w � w ���g;� SERIES COMPACTION PG 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING �� � � � PAVEMENT(SEE PLAN)
F�-�� EMBED FILTER CLOTH � � � ������������ BINDER(LIQUID ASPHALT) AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. � �� �
.��� MIN.6" INTO GROUND �
GRADE SHALL BE PG-64-22 ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER
PERSPECTIVE VIEW FILTER FABRIC; FASTENED SECURELY AND SHALL BE PAID BY THE CONTRACTOR.
TO FENCE POSTS W/STAPLES SECTION COMPACTED GRAVEL- 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO °r
�%��/��/��/� � NYSDOT TYPE 2 SECT. COMMENCING PAVING OPERATIONS. CAST-IN-PLACE/SLIP FORM CONCRETE
CONSTRUCTION SPECIFICATIONS: �������'��� �
%j�/j�/j�/j�� 304 COMPACTED TO 95% CURB, SEE CONCRETE SPECS LISTED ON
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL �j��j��j��j� � PAVEMENT TOP BINDER GRAVEL �
EITHER"T"OR"U"TYPE OR HARDWOOD. ��/�//�//�//�/,��� STANDARD PROCTOR CONCRETE PAVING DETAIL.
��,��j���j���j,��j�� TYPE COURSE COURSE COURSE
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. MIRAFI 500X GEOTEXTILE
FENCE SHALL BE WOVEN WIRE 6' MAXIMUM MESH OPENING. PARKING �_��2�� 2�� $�� � COMPACTED GRAVEL TO 95%
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. SUBGRADE-COMPACTED TO LOT �
FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 100X,STABILINKA T140N,OR APPROVED EQUIVALENT. 90% STANDARD PROCTOR STD. PROCTOR) NYSDOT SECT.
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. STANDARD 1-1/2" 3" 12" 304 SUBBASE TYPE 2
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN"BULGES" DEVELOP IN THE SILT FENCE. ROADWAY
6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING.
COMPACTED OR UNDISTURBED
2 LT FEN E
AS P H ALT PAV E M E N T 6" '" 6" PROCTOR) �TO 90%STD.
Scale: NTS MAX. 2 7 NOTE:
� � � Scale: NTS EXPANSION JOINTS SPACED ALONG CURB 10'O.C.MAX.
� �� � � � � �
W W W W W W W CONCRETE CURB
CITY OF SARATOGA SPRINGS
W W W W W W W W W W CONCRETE SPECIFICATIONS OF THE PLANNING BOARD � � Scale: NTS
W W W W W W W W W W W BROOM FINISH PERPENDICULAR
� � � � � � � � � � � � TO WALK
� � � � � � � � � � � � � �4"CONCRETE-SEE THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL
� � W � � W � � W � � � � � � CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS
�CONCRETE SPECIFICATIONS INSTALLED WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE N
�°��; 6"X 6" NO 6 WOVEN WIRE APPROVAL AUTHORITY MINIMUM SPECIFICATIONS.
,�� o �� MESH EXCEPT A.O.B.E.
',���1��� ����� ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING NOTES:
�/j��� 6"GRANULAR SUBBASE COURSE NYS CHEMICALS SHALL MEET OR EXCEED THESE � 1. CROSSWALK TO MEET DRIVE EDGE AT FLUSH CURB.
NOTES: �;�%//���> DOT SECT.304, TYPE 4 COMPACTED
�//��, 2. CROSSWALK PAVEMENT MARKINGS SHALL BE
�/j�L���;: �TO 95% STANDARD PROCTOR CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE a � REFLECTNE PREFORMED PERMANENT PAVEMENT
1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE �/%��! AIR-ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE(1)A LOW a MARKING TAPE OR EPDXY PAVEMENT MARKING PAINT WITH
OWNER'S REPRESENTATNE PRIOR TO INITIATING WORK. S UBGRADE COMPACTED TO WATER-CEMENT RATIO(MAXIMUM 0.46), (2)A SLUMP OF 4 INCHES OR w
2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. 90/o STANDARD PROCTOR LESS,*(3)A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR � REFLECTIVE SPHERES APPLIED TO THE WET PAINT PER
3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING MORE, (4)PROPER FINISHING AFTER BLEED WATER HAS z NYSDOT SPECIFICATIONS.
4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE. EVAPORATED FROM THE SURFACE, (5)ADEQUATE DRAINAGE WITH A o
TE M PO RARY STOCKP I LE SLOPE OF 1/8 WCH PER LINEAR FOOT OR MORE, (6)(jMINIMUM OF 7 � � Pro�ect Title.•
NOTES: DAYS MOIST CURING AT OR ABOVE 50 DEGREES F, 7 A MINIMUM
3 EXPANSION JOINT SPACING-20'-25'O.C. COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS,AND(8)A
Scale: NTS CONTROL JOINT SPACING- 5'O.C. MINIMUM 30-DAY DRYING PERIOD AFTER MOIST CURING IF Exce I s i o r Pa rk
8'MIN. CONCRETE NOMINAL CROSS SLOPE-1/8"TO 1/4" PER FOOT(MAX.SLOPE 1:50 TYP.) CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO Apa rt m e nts
WASHOUT SIGN TOWARDS STREET OR A.O.B.E. MAX.SLOPE ALONG THE LENGTH OF THE FREEZE-THAW CYCLES AND DEICERS WHEN SATURATED.THE -
CONCRETE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE �
SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MAY VARY WITH CLIMATE AND WEATHER CONDITIONS.
WASHOUT STAPLES(2 PER BALE) MIN.OR AS ORDERED BY CITY ENGINEER Excelsior Avenue
WOOD OR METAL TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED � ^ PEDESTRIAN CROSSWALK Saratoga Springs, NY 12866
� � � � � STRAW BALE STAKES (2 PER BALE) SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE L
NPE 1 ��NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD Scale: NTS
10 MIL PLASTIC TYPICAL PEDESTRIAN TRAFFIC LOADING DETAIL 1
0 o LINING SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985.
A �,_�„
N ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL
0 o GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA
z� SARATOGA SPRINGS RIGHT OF WAYS: SPRINGS PLANNING BOARD. O° O° °O O° O° O° O° - ��
� � � 1.)SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND OO a OO OO OO OO OO
� � 0
PROPERTY LINE. WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. a OO OO OO OO OO OO 10116"Q1 HOLE THROUGH
o NOTE: 2.)SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. EMBEDMENT FLANGES
10 MIL PLASTIC -
LINING 3.)SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. OO OO OO OO OO OO OO � (2 PER FLANGE)
1. WASHOUT AREA SHALL BE SIZED BY THE B g �
STRAWBALES STAKED CONTRACTOR TO ADEQUATELY CONTAIN O° O° O° O° O° O° O° SECTION A-A
O O O O O INTO GROUND CONCRETE CLEANOUT. DOME
DOME O 000000
2. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 CONCRETE PAVEMENT
FEET AT THE BOTTOM AND 2 FEET DEEP. Q O° O° O° O° O° O°
� Scale: NTS
4 CONCRETE WASHOUT A -
1'-0" Project No.: 2020047
Scale: NTS INLET GRATE 10/16"Q�HOLE THROUGH
NOTES: INTERNAL EMBEDMENT Design: DRC
1. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH PROPOSED PAVING EXISTING PAVING TO REMAIN EMBEDMENT FLANGES (2
PLAN-TILE FLANGE AT 3"C/C PER FLANGE) Drawn: HSM Ch'k'd: DRC
OF 120 LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM Date: 4/14/2021 Scale: NTS
TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF PROPOSED TOP KEYED PAVEMENT TO BE FLUSH WITH SECTION B-B
TRAPPING ALL PARTICLES NOT PASSING A N0.40 SIEVE. COURSE 12" EXISTING PAVEMENT TO REMAIN
2. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH Rev: Description: Date:
STEEL FRAME FOR PROPOSED BINDER 1 1l2" MINIMUM DEEP KEY INTO
BAG REMOVAL FROM RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN � NOTES:
COURSE EXISTING PAVEMENT
INLET HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE TACK COAT TO BE APPLIED TO 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS
FLOODING OR BYPASSING THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE / EXISTING PAVEMENT BEFORE O SPECIFICATIONS.
3 REPLACED.A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF / / 2. DO NOT SCALE DRAWINGS.
� �, BAGS.ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE / / / / // //�j / OVERLAY 3. FOR CUSTOM SIZING CONTACT MANUFACTURER.
� INSPECTION. DISPOSE OF ACCUMULATED SEDIMENT AS WELL AS ALL USED � � 4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT
�' BAGS ACCORDING TO THE PLAN NOTES. \ WWW.CAD DETAILS.COMIINFOIREFRENCE NUMBER 681-001A.
� SEE ASPHALT � � EXISTING BASE MATERIAL
� M O I ENGINEERED PLASTICS,INC. 1(800)682-2525
� PAVEMENTDETAIL �J� -� �_� 3001NTERNATIONALDR.,SUITE100 PHONE:(716)6263626
o ' DETAIL � Tactile S SteI�T�S WILLIAMSVILLE,NY
FAX:1(800)769-4463
0 4 \, USA,14221 www.armor-tile.com Drawing Title
o )
U
N
N
m DETECTABLE WARNING
� COMPACTED SUBGRADE
� �i�--�i� -iii- iii--iii -iii-�ii -iir- ii�--i� 13 Site Details
a - ! I I I= Scale: NTS •
yi -��� ��� ��� ���-��� � Planning Board #
� NOTE: 20200735 & 20200736
�
�
� - THIS DETAIL IS FOR NEW BITUMINOUS Drawinq No.
=a o
J�N _ _ PAVEMENT ADJACENT TO EXISTING Ao�roval
Q N� ISOMETRIC VIEW INSTALLATION DETAIL BITUMINOUS PAVEMENT TO REMAIN.
W� � Approved under Quthority of Q resolution adopted
J�a L ��O
g N�; by the Planning Board of the City of Saratoga Springs.
m� � PAVEMENT KEY Chairperson
��z INLET PROTECTION - FINISHED PAVED AREAS � Scale: NTS Dote Signed
o ��
acnLL
Scale: NTS
4"STONE DUST(CRUSHER FINES) #5 X 30" REBAR 4'O.C.AT CORNERS NOTES: �
... . GEOTEXTILE FABRIC OF JOINTS. STAGGER AND OVERLAP
.. TIMBERS AT CORNERS. RUBBER PLAYGROUND CAST ALUMINUM FINIAL AND ROOF
. . . 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE SAME FINISH AS POLE
� . �� � � MIRAF1500X TILES
' � � � � CHAMFER BOTH EDGES COORDINATED WITH THE CITY ELECTRICIAN AND The LA G ROU P
DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 4ARC22T5-MDL03 LED: 64 WATT 2200 COLOR
4' LONG 4"X 4"VERTICAL BRACE TEMPERATURE,TYPE 5 DISTRIBUTION, 120-277 Landscape r�rchitecture ei,Engineering P.C.
2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR VOLT DIMMABLE DRIVER
TIMBERS. PROVIDE CHAMFER ON PAYWG CONNECTION CHARGES FROM NATIONAL GRID. Peop�e.Purpose.P�ace.
TOP 3 SIDES.SCREW TO ' � THE CITY OF SARATOGA SPRINGS TAKES OVER THE ACRYLIC ACORN LENS
HORIZONTAL TIMBERS 20'O.C. MAX. 40 Long Alley p:518-587-8100
SUBGRADE COMPACTED TO 90% I I LIGHT ONCE CONNECTED.
AND AT CORNERS �� 6 COMPACTED SUBBASE 5T TWIST LOCK FITTER Saratoga Springs f 518-587-0180
STANDARD PROCTOR ,p�,t�,�,�'��;�.,,i `i+ $J', .� Q� I�IY 12866 www.thelagroup.com
� � �— 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND
— BETWEEN BASES USE 2"SCHEDULE 40 PVC DRIVER COMPARTMENT
STO N E D U ST PATH (2)6"X 6"TIMBERS AS SPECIFIED � I I I ' NON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYS ELECTRONIC PHOTOCELL Unauthorized alteration or addition to this
1 � —� � � � New York State Education Law.
W H E R E S C H E D U L E 8 0 P V C I S R E Q U I R E D. F O R W I R E: d o c u m e n t i s a v i o l a t i o n o f S e c t i o n 7 2 0 9 o f t h e
Scale: NTS — — THHN COPPER STRANDED NUMBER 6 COLORED RED, STREET SIDE
COMPACT SUBGRADE UNDER w_ WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS.
TIMBERS "- �—� I 4"-3" DIA.TAPERED POLE, .125 WALL
�+ � � FILTER FABRIC PROVIDE A SEPARATE HANDHOLE, SYNERTECH M�� c0 the LA Group 2017
I I SYN121212HH02, TO BE OWNED BY THE CITY FOR THE °P THICKNESS, 6063-T6 STRUCTURAL GRADE
WALL MOUNTED VAN ACCESSIBLE SIGN TO MEET ANSI STDS. SIGN WALL MOUNTED"NO PARKING" II DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE � ALUMINUM, POLE WELDED FOR SINGLE UNIT
SHALL NOT BE OBSCURED BY A VEHICLE IN THIS SPACE. SIGN TO MEET ANSI STDS. SCARIFY SUBGRADE TO MIN 4" � CONSTRUCTION, BLACK FINISH Prepared for.�
(12X18" MIN.SIZE) NOTE:
I I DEPTH PRIOR TO PLACING FABRIC OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND
1. STAKEOUT LAYOUT OF EQUIPMENT � INSTALL(1)5l8 INCH COPPER GROUND ROD IN _ BeaCOCI
�- (SIGN A) �- �- AND SURFACING FOR OWNER HANDHOLE.WIRE AND CONDUIT FROM HANDHOLE TO �
APPROVAL PRIOR TO INSTALLATION. POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF � Co m m u n iti es, LLC
CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT
FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V ACCESS DOOR
PLAYG RO U N D S U RFAC E AN D E DG I N G WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ CATALOG NUMBER: 54 State Street, Su ite 802
FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF PT-D650SRLED-5T-4AR22T5- Albany, NY 12207
4"WIDE PARKING � Scale: NTS CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP MDL03-A-PEC/4214T4IBK
LINES 6" �000�
FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND 17" DIA. BASE WITH 0.750" FLOOR THICKNESS,
O O O O PROEHOLDER WITH 5 AMP F 0 DEN BASE OMEACH B_AA
NOTE: FOUR ANCHOR BOLTS AND ONE GROUND STUD.
STEEL FENCE LAMP. RUN#12 THHN COPPER, (RED, WHITE AND
, 1. SHOP DRAWINGS OF RETAINING WALLS SHALL 3"CHAMFER
� � � I RUBBER BE PROVIDED PRIOR TO CONSTRUCTION. GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS a
I TILESGROUND SHOP DRAWINGS SHALL BE STAMPED AND CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN
SIGNED BY A NEW YORK STATE LICENSED BASE OF LIGHTS.THE LIGHT IS TO BE MOUNTED `'' FINISHED GRADE
� ENGINEER.SHOP DRAWINGS TO ACCOUNT FOR DIRECTLY INTO CONCRETE BASE USING FENDER z
ANSI MODULAR BLOCK I , GUARDRAIL WASHERS, 2 WCH OD 1/2 INCH ID AND 1/8 INCH � ASSEMBLY P RNMAN�UF CTURER'S
STANDARD RETAINING WALL, I THICKNESS, AND LOCK WASHERS. c� RECOMMENDATION
ACCESSIBLE DESIGN BY OTHERS MIRAFI 160N NON-WOVEN z „
SYMBOL I FILTER FABRIC 2 PVC SCHEDULE 40
� � NO DIRECT BURIAL
�� �� -
17 DIA. BASE 12 DIA BOLT
0
I �I I II I li i�il I II I �
CIRCLE, DIAMOND PATTERN, GROUND ROD PER N.E.C.
NO-PARKING STRIP PAINTED I �
WITH 4" DIAGONAL LINES FINISHED I I I I I I GRAVEL FOUR 2"x 18"ANCHOR BOLTS � 4000 PSI CONCRETE BASE WITH
8'-0"TYP. 8'-0"TYP. GRADE I I I I I I I I
NOTES: DRAINAGE FOR WALL TO SONOTUBE FIBER FROM 20" DIA.
1. MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING ANDIOR STRIPED AREA =1 I I I I I I I I I I I I I I II I BE DESIGNED BY OTHERS � UNDISTURBED SUBGRADE OR
SHALL NOT EXCEED 1:50 (2%) I I I I I I_ COMPACTED TO 90% STANDARD
2. PROVIDE 1 ACCESSIBLE SPACE IN EVERY 25 PARKING SPACES UP TO 100, 1 I I I II I I 6"GRANULAR SUBBASE PROCTOR
HANDICAP SPACE IN EVERY SPACES OVER 100. AS PER N.Y.S. BLDG.CODE . �II I II I II I II I II I II I I I I I I I II I II I II I II I II I I I I I I I I I I II I II� I
� � �I I I I I I ' 20
ACCESSIBLE PARKING LAYOUT � ��� ��� ��� ��� ��� ��� - DECORATIVE STREET LIGHT
SEGMENTAL BLOCK RETAINING WALL 9
2 Scale: NTS 6 Scale: NTS
Scale: NTS ,� 9" BOLT CIRCLE REQUIRED, SET TO
�� MANUFACTURER'S TEMPLATE.
1-1/2" NOMINAL DIAMETER SCHEDULE O� LIGHT POLE AS PER LIGHTING
1'-5" 80 STAINLESS STEEL PIPE,TYP. ~ POURED CONCRETE BASE, 3000 PSI
1'-0" SCHEDULE AND SPECIFICATIONS. CONCRETE, RUBBED FINISH.
4'-0" �, 3l4 x 32 x 4 GALVANIZED STEEL BOLTS AS
MAX POST SPACING, TYP. _ - � - � 1"CHAMFER PER MANFGS..SPECS.,4 REQ'D.
NOTES: � - � - _ REMOVE SONOTUBE TO A
ALL PAINT TO BE COLOR BLUE AND AS SPECIFIED - � 1 � I FINISHED GRADE MINIMUM DEPTH OF 6" BELOW
s° $"WEEP LOCATED ON THE TYPE 1 WELD,TYP. �.-, PROPOSED FINISHED GRADE.
�p THE NEW SYMBOL DOES NOT MATCH THE HISTORICAL ADA UNDERSIDE OF EACH RAIL. I II II
110° s. 12"OFFSET FROM EACH SIDE _ �I
STANDARDS, BUT SLIGHT VARIATIONS ON THE HISTORICAL I R2�� o � '
OF RAIL POST,TYP. � � I 1=1 I I�� � � =1 -
SYMBOL ARE PERMISSIBLE UNDER SECTION 103 WHEREAS (PROVIDE SMOOTH �,, � I I1=1I I i
TRANSITION) I z II-111 � 1=
100° o THE SYMBOL CLEARLY DISPLAYS A WHEELCHAIR AND � �I 1=1 I I ��;=�'�COMPACTED SUB-GRADE.
� '� SIGNIFIESACCESSIBILITY. � o II��IIIIII ��
`� �o�� � � � ��-111 CONDUIT, SEE SPECIFICATIONS.
` FINISHED GRADE-CONCRETE � � I 1=1 I I ���_ �
� �, I PAVEMENT; SEE PLANS FOR ~ 11=111 ���;
�� JOINTING INFORMATION _ �� I I �I il I I
' - ' III.
� i -ii i ii!—.I.
i i i,— i - `i i�— �-.ii;_: Pro�ect Title.�
5 _ - 2'-0" DIA.
CV
- Excelsior Park
i GROUNDING ROD, 14'
I I LONG, TYPICAL Apa rtments
4' !--CORE DRILL FOR HANDRAIL POST AND SET IN NON-SHRINK LIGHT POLE BASE *MOUNTING HEIGHT SHALL BE 14'
��� EPDXY GROUT WITH%��SEALANT, FINISH TO DRAIN. 1 O Excelsior Avenue
CONCRETE Scale: NTS Saratoga Springs, NY 12866
PAVEMENT
RAMP LANDING
REFER TO GRADING PLAN FOR SLOPE MAX.SLOPE 2%
PHILLIPS WIDELITE AR02 FIXTURE.WITH
ACCESSIBLE SYMBOL ACCESSIBLE RAMP WITH HANDRAIL HOUSESHIELDSWHEREINDICATED.
3 Scale: NTS �
Scale: NTS
�
SEE NOTES LETTER APPROX.SIZE M.U.T.C.D. �
SEE NOTES FOR TEXT SIZE TYPE OF SIGN N0.
ROUND POLE
SPECIFICATIONS z o
RESERVED Q
STOP A PAR"'"G SEE 12"x18" P4-6C � c�
�
� M.U.T.C.D. 1.5 S.F. w Y HAND HOLE 3"X 5",
� �� � � 12"ABOVE BASE COVER
� �
o I " �
0 0
SEE 30"x30" `� �, o POLE BASE AND BASE
C STOP M.U.T.C.D. 6.25 S.F. R1-1C �
COVER FOR POLE
�
F.G. CONC.
w Project No.: 2020047
� z
�z � HAND RAIL I SIDEWALK g
Desi n: DRC
w � GALVANIZED POST& o a 12",TYP. ° o FINISHED GRADE Drawn: HSM Ch'k'd: DRC
� BREAKAWAY HARDWARE DO NOT SEE 30"x30" R3-15C "' ~ � � a � Date: 10/14/2020 Scale: NTS
APPROVED BY CITY � EN� M.U.T.C.D. 6.25 S.F. _ � ° a i a
TRAFFIC DEPARTMENT �
CHEEK WALL � � ° � a i �-�''�� ���� Rev: Description: Date:
a � a ��� 1 Revised Per City Comments 4/14/2021
� � �' � �\ CONCRETE POLE BASE
~� � R�„ ° ° aa �%'� � o i WASH TREAD TO
w PED. SEE 30"x30" ��� �' °�P � DRAIN @ 1/4"/FT., TYP.
� W5-1C F.G. CONC. SIDEWALK �'
o E CROSSING M.U.T.C.D. 6.25 S.F. �` a P�' i a �
3 z SYMBOL a � �
� � '� BASE POST DRIVEN INTO � � a - a �9'�a � i ° � CONC. STAIR
� GROUND (CONCRETE - i `� �a � o � � � i FOOTING,
�� SHALL NOT BE USED) � _ �9'�� i � � i° TYP.
o j° � � 4 °�a
� /
o F �a MYPARKING 12"x18" K-8990 6 a � a /� � j
� r,s SIGN.COM 1.5 S.F. THICKENED � i i� �° �a
� ELEVATION "'��"' I �a , I ° I Drawing Title
� EDGE, TYP. �iaa ° � � I I I= i �
m ��, ; ; ,� � � � -1 I I I I �- � a a ; 11 LIGHT POLE
� N O T E S: G pA��l�{E MYPARKING 1 2"x 1 8" K-8559 i° �� � I I I I I I I I I I I pQ 9 Sca le: N T S . S i te D eta i I s
Q 1. ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST SIGN.COM 1.5 S.F. a � I I I I I I I I I I- P I���I� Board #
y' CURRENT VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC i aa i - - 12,� �
o� CONTROL DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE i a i o � I I I�I �P
� i n Q�
� SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. i i = I I I GO�OO��� VC �O�OO���
�, FINAL PLANNING BOARD APPROVAL. PHYSICAL LIMITATIONS SCHEDULE i � a � -
o AND/OR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIAL i a �
=a� I d I I — Dra winq No.
� CONSTRUCTION METHODS AS DETERMINED IN THE FIELD. P d A o�r o v a l
W�o
J"'N 2. POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND � ^�
Q N O
W� � MOUNTING HEIGHT.
J�a Approved under Quthority of Q resolution adopted
°N� 3. ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS
by the Planning Board of the City of Saratoga Springs. L_ . 1
m� � SIGN SCHEDULE CONCRETE STAIRS Date Signed Chairperson
��z 4
� �� 8
a`�" Scale: NTS
Scale: NTS
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
�! J GALV.TURNBUCKLE >1 PER CABLE o 0 SPACE SHRUBS AS INDICATED SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY �
� � � } �1 � ON PLANS STOCK."ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT.
, �,�j � ,
� ° 1�i�l CONTRACTOR RESPONSIBLE FOR KEEPING r- �' ^� ROOT FLARE SHALL BEAR SAME 2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION.
� �� , , �f/ �l TREE PLUMB. IF STAKING, INSTALL 2"X2" r"' � r� � RELATIONSHIP TO FINISH TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB The LA G ROU P
� � r � / / ����� SQ.OR 3" DIA. HARD OR SOFT WOOD �^�' �W GRADE AS IT BORE TO FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP-TO-TIP. Landscape r�rchitecture ei,Engineering P.C.
� � / � � STAKES, IN ACCORDANCE WITH THE c�-��� � PREVIOUS EXISTING GRADE
� � -' � C....� 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT RE UIRED. PLANTS SHALL BE Peop�e.Purpose.P�ace.
� / � SPECIFICATIONS. (3)STAKES REQUIRED �w��' U Q
� � FOR TREES GREATER THAN 2"CAL. ;9 �u>'� � � p 3" DEPTH SHREDDED BARK PREMIUM QUALITY, APPEAR'FULL', OR'HEAVY'WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. 40 Long Alley p:518-587-8100
i
� MULCH; PULL AWAY FROM PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED.
� Saratoga Springs f 518-587-0180
��� "'� �� � � ���- "'' o o° �,�' v ROOT FLARE. I�IY 12866 www.thelagroup.com
�� ^�� 4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST.
��'=�
�
�J�` ���r / �%� ��J� 5. TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1 ST FOR SPRING PLANTING AND OCTOBER 15TH TO Unauthorized alteration or addition to this
� NEATLY WRAP ALL DECIDUOUS TRUNKS CUT AND REMOVE BURLAP DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. document is a violation of Section 7209 of the
� l ' TO A HEIGHT OF THE SECOND LOWEST z FROM TOP 1l3 OF ROOT BALL New York State Education Law.
'� Y� ,/✓`�� � BRANCH (FALL PLANTING ONLY) � 6. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE
\ /' ' ' � PLANT SHRUBS IN CONTINUOUS
� � i� � DRAWINGS. �O the�A Group 2017
��� � � r..._ _ z BED OF SPECIFIED PLANTING
�� / �`� ROOT FLARE SHALL BEAR SAME `� � SOIL
�-r/ f� �f RELATIONSHIP TO FINISH GRADE AS IT 7. IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL Prepared for.�
�� ��� � �/ � � BORE TO EXISTING GRADE IN THE UNDISTURBED SUBGRADE SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION.ANY PROPOSED SUBSTITUTIONS OF
�,� ��; � NURSERY PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, Beaco n
/ �� 12" FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT.
\ 3" DEPTH SHREDDED BARK MULCH; PULL MIN. COC�Y�I�Y�U n ItIeS, LLC
AWAY FROM TRUNK. 8. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS,
CUT ROPE SURROUNDING BOTTOM OF INSECTS, INJURIES AND LATENT DEFECTS,AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF 54 State Street, Su ite 802
BEFORE MUKCHING 0 NOT REMOVE S H RU B P LANTI N G WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. Albany, NY 12207
BURLAP. � Scale: NTS 9. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE
E . EQ. ' 3" HT. PLANTING SOIL SAUCER, LANDSCAPE ARCHITECT.
COMPACTED 10. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE
.".'""."""".'' '.".��'..�..'".' � P,O, URBWER 330 - UUNK[RK,MU 20754 USA DR# 2004-329 1� Euch s�nt is precision- ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING.
� �i c t o r S t a n�e y I n c� TEL(30ll 855-8300-FAX(410)257-7579 o nachined to rewive
_ __�----PLANTING SOIL AS SPECIFIED � WEB S[TE�http�//wuw,victorstanley,cor� PG 1 �F 1 , ° reinforcing 5pine and
Fusteners, 11. INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE
o CADD De artr�ent V[EWS 8
= 45 __- 6" NATIVE SOIL DRAINAGE MOUND, P R�D U C T S P E C I�I C A T I�N S DRAWN C,D,B, REV, 9/1/04 � ihe reinfarcing bar is PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING.
_ --'�- J' MPACTED TO 92%. (POORLY DRAINED o insertetl and the fasteners
_ ° o are tlriven into precisely
_ - SOILS ONLY) CLASSIC SERIES �ocnted cauntersunk ha�es. 12. CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS AND
�
_ --I I IJ I I I�I_I �J -�___--�__`--- -
__ The hales nre coveretl xith PERENNIALS.
�
C 138
�
UNDISTURBED SUBGRADE filler nuterial,
2,_0„ Standard 6 Foot Length 13. ALL PLANT BEDS SHALL RECEIVE THREE INCHES(3")OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND
MIN. 2Yld Slte Sy5t2�15�SIQtS US Patent H5,660,907 �RECYCLED SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER
DECI DUOUS TREE PLANTI N G y y U,S,Patent H5,791,047 CUi SECT[�N HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARK
For our convenience and econor� this FRONT VIEW BROWN IN COLOR.
1 bench is shipped partially unasser�bled 2nd SITE
scale: NTS SYSTEMS�
8'MAX. All fabricated cor�ponents are steel shot- 14. PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME.ALL PLANTS ARE SUBJECTED TO INSPECTION AT
���� CENTER ON POSTS blasted, etched, phosphatized, preheated Center-to-center distances �ETAI� DELNERY BY THE LANDSCAPE ARCHITECT/OWNER'S REPRESENTATNE.
and electrostatically powder-coated are approxir�ate, UNIIE�1 VI�W q
with TG[C polyester powder coatings, All specifications are (Variations in castings arise OSlats are installed
subject to change, fror� different rates of coolin ) in the saroe configuration �� 15. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT
9%"
PE�J'PECTII/E Please contact factory 9 as Nood Siats. LIST, THE PLANTING PLAN SHALL GOVERN.
1 %" MONTAGE II RAIL for details, 3/8' x 3" solid steel
center brace for 16. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING
(12) 2' x 3' x pll dir�ensions additional support
(nor�inaU slats J'I�E VIEW PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE,WHICHEVER IS GREATER. MAINTENANCE
are in [nches x INCLUDES PRUNING,WEEDING,WATERING, FERTILIZATION,AND RE-SEEDING AS NECESSARY.
POST SIZE VARIES WITH I
(SEE MONTAGE INDUSTR 17. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN
VARIES POST-SIZING CHART) PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS.TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS.
WITH ae���nuur� N�
o HEIGHT (Anchor bolts 1-5/16' Diar�eter 18. UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN WRITING THAT THE LANDSCAPE ARCHITECT FORMALLY
� not provided tubular steel ,
by Victor cross bar Seat INSPECT THE PLANTING WORK. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A
1"�'16GA PICKET Stanley, [nc,) height WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION.
Clearance for 3/8' Note;
anchor bolts � [t is not reco�mended to locate anchor bolts until 19. FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE CONTRACTOR, THE CONTRACTOR SHALL MAINTAIN
bench is in place, All Victor Stanley, [nc, products Finished grade Capyright�004 THE PLANTS FOR THE MAINTENANCE PERIOD SPECIFIED IN THIS SECTION.
� Ductile [ron castings co�e with �ust be perr�anently affixed to the ground, Consult Victor Stanley, Inc
a 10 year warranty against breakage x your local codes for regulations, x All Rights Reserved 20. ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD:
20.1. PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL DEFECTS; AND
DAMAGE RESULTING FROM MACHINERY OR TOOLS.ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE A MINIMUM OF 75
PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S)WITH VIABLE TERMINAL BUD(S).TREES
BRACKET OPTIONS SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING.
2"TYP. VI CTO R STAN L EY B E N C H C ITY STAN D RAD 20.2. LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITH COVERAGE
3%"TYP. EXCEEDING 90%OVER ANY 10 SQ. FT.AND BARE SPOTS NOT EXCEEDING 5"X5"
� p I D p I D � Scale: NTS
z wo 21. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF FINAL
ACCEPTANCE TO THE CONTRACTOR.
� z I 15"Q13,000 PSI CONCRETE FOOTING I Project Title.�
" o o SLOPE TOP 1/4"/FT. ON ALL POSTS, TYP. p 22. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY,VIGOROUS CONDITION FOR A
� ° � ° � PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTWG WORK,AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. EXCe I S I O r Pa rk
�-UNDISTURBED SUBGRADE, TYP.
°' °' 23. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR,AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN Apa rt m e nts
POWDER COATED BLACK STEEL UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF
FENCE PANEL BIKE RACK,MODEL 4180-IG-P BY THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST.
BELSON OUTDOORS OR
NOTE: APPROVED EQUAL Excels i or Aven u e
1. POST SIZE DEPENDS ON FENCE HEIGHT AND WIND LOADS.SEE MONTAGE INDUSTRIAL, 24. GRASS SEED: FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH AOSA'S"RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION Saratoga Springs, NY 12866
AMERISTAR FENCE PRODUCTS SPECIFICATIONS FOR POST SIZING CHART AND DIMENSIONS. TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION,AND
2. THIRD&FOURTH RAIL OPTIONAL. ExP,4NSION.IOINr I MAXIMUM PERCENTAGE OF WEED SEED,AS FOLLOWS:
3. AVAILABLE IN FLUSH BOTTOM. coNCRETE wa�K
� �
PROPORTION GERMINATION PURITY
3" (LATCH CLEARANCE) 2° (HINGE CLEARANCE) __ ' COMMON NAME BY WEIGHT MINIMUM MINIMUM
,
1 � " 1 1/2" MONTAGE PLUS RAIL ' �'�, ' %°ACHOR Ro� CREEPING RED FESCUE 50% 85% 95%
� AMERISTAR STANDARD
LEAF WIDTHS �f �
OR CHEWINGS FESCUE
CONCRETE FOOTWG
1
��
0 0 0
5/ KENTUCKY BLUEGRASS 25 85 90
2 MPA TED �o �o �o
CO C
� SUBGRADE
POST SIZE VARIES WITH HEIGHT PERENNIAL RYE 25% 90% 90%
NOTES:
VARIES (SEE MONTAGE PLUS NDUSTRIAL 1. VERIFY DIMENSIONS OF BICYCLE RACK 8�STAKE LOCATION
WITH � � POST-SIZING CHART) PRIOR TO START OF FOOTING CONSTRUCTION&INSTALLATION 25. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422)AND BASED ON
HEIGHT 2. INSTALL EMBEDDED ANCHORING PER MANUFACTURERS THE'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL BE 10%.TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF STONES
SPECIFICATIONS LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMINED
o VARIES GATE UPRIGHT 1 %"X 14 GA. BY THE OWNER'S REPRESENTATIVE, AND TOXIC MATTER HARMFUL TO PLANT GROWTH, Project No.: 2020047
� WITH
Design: DRC
HEIGHT BICYCLE RACK TOPSOILSPECIFICATION: Drawn: K�T Ch'k'd: DRC
� � Scale: NTS Date: 10/14/2020 Scale: NTS
GRADATION:
Rev: Description: Date:
� 3/4" X14 GA PICKET SIEVE % PASSING BY WEIGHT CHEMICAL ANALYSIS
MIN. MAX.
a #10 100 PH RANGE 5.2-7.0
3 2"NP• 5�_6�� #20 78 95 ORGANIC MATTER 4%-6%
�, � 3��6��TYP• a` 4�� #40 67 87 MAGNESIUM 35LB. PER AC
QI , w a g ° � WELD ON BOX HINGE � #60 48 78 PHOSPHORUS 75LB/AC
0
� � � #100 40 75 POTASSIUM 85LB/AC
� M o � i. - #200 28 63 SOLUBLE SALTS NOT TO EXCEED 500 PPM
0 o a #27 0 22 5 5
N �
- .002 2 7 Drawing Title
0
m � �� � �'� 6�-�° ,o�� PLANTING NOTES
� 7
� Scale: NTS Site Detai Is
Q OBLIQUE SECTION P I an n i n Board #
a� SINGLE GATE ARRANGEMENT g
�
° NOTE:
�
� 20200735 20200736
,� 1. POST SIZE DEPENDS ON FENCE HEIGHT,WEIGHT AND WIND LOADS.SEE NOTES:
o' MONTAGE PLUS POST SIZING CHART. 1.ANCHORED BY(2)3/4"STEEL RODS, 18" LONG
=a� 2. SEE AMERISTAR GATE TABLE FOR STANDARD OUT TO OUTS.CUSTOM GATE 2. REINFORCED BY 4-3/8" DEFORMED#3 BARS Drawinq�Vo.
J�o OPENINGS AVAILABLE FOR SPECIAL OUT TO OUT/LEAF WIDTHS. Ao�roval
3. ADDITIONAL STYLES OF GATE HARDWARE ARE AVAILABLE UPON REQUEST. 3.WEIGHT,APPROX.275 LBS.
¢N� A p proved under Quthorit y of Q resolution ado pted
� l L-6.2
J�a T H I S C O U L D C H A N G E T H E L E A F&H I N G E C L E A R A N C E. by the Planning Board of the City of Saratoga Springs.
�U N U`
4. FOURTH RAIL OPTIONAL.
m� � Chairperson
��z 2 STEEL FENCE AND GATE 6 CONCRETE WHEEL STOP Date Signed
o ��
acnLL
Scale: NTS Scale: NTS
2'-6"
SIDEWALK FINISHED GRADE FINISHED GRADE CLEAR OP'NING CAST IRON MANHOLE FRAME AND COVER-
CAMBELL#1016 OR EQUAL, TOP SURFACE �
CURB ° $g �8 6 o a °g ,; ` �� ` � o 0 0 � °g �a a� � CHECKERED AND LABELED"SANITARY SEWER"
�=��,�J��, ° ��' ���- � o �o Qg ���� om � WITH LIFTING NOTCHES&VENT HOLES AS
ROADWAY �� X � �� a oo a o
AS REQ'D TO ADJUST CONE* ���' ° ��� � 8,� `�'� �o� REQUIRED. (FRAME TO BE SET PARALLEL TO The LA G ROU P
_---------------------------- ------- /�CROSS AND LONGITUDINAL SLOPE OF
T O F I N I S H E D G R A D E. E X T E N S I O N S ��j�' � � a /\�%\��/\� \�/\�/\
USE PRECAST UNITS ��j��j - N ������������������������PAVEMENT AND FLUSH TO 1l4" BELOW F.G.) Landscape r�rchitecture ei,Engineering P.C.
�\j\\�j � �`�,, \��/�\��/�\�/�\�/�\�/�\ �\ Peop�e.Purpose.P�ace.
�\��\ '' e�`'1,�����������������/� PRECAST CONCRETE GRADE RINGS
j//// � ��.$ �\�j�\j�\j\\j\\j\\j\\� „ „ 40 Long Alley p:518-587-8100
, „ FINISHED GRADE� �\ �\ I � // // // // // // 6 (MIN.)TO 20 (MAX.) NO CONCRETE
CURB BOX; MUELLER 5-6 ± MODEL �_ ECCENTRIC z %�%�� " `�;; ��%/��%��j��%��j��i BRICK SHIM COURSES Saratoga Springs f 518-587-0180
H-10314 (IN TURF) MODEL H-10334 (IN CONE � �\�/�\�/ '�, , �/\�j\�j\�j\�j\�� I�IY 12866 www.thelagroup.com
CONCRETE WALK)(SIZE AS REQUIRED � \��/� �"° � ��� ��� ��� �� PRECAST CONCRETE SECTIONS-
z FOR 3/4" OR 1"SERVICE) SECTION �, r�j\�/ �, � ����j��j��j� 4,000 s.i.AT 28 DAYS,AIR-
� /\/ �, \\ �\ �\ �\' p• Unauthorized alteration or addition to this
� z CURB STOP; MUELLER ORISEAL MODEL REINFORCED PLASTIC NON-SLIP j\�/j� \���j���j/��� ENTRAINED New YorktState IEduclationf Law.ion 7209 of the
� H-15209 COMPRESSION, MODEL H-15219 z STEPS PER NYSDOT 725-02.01 ������� � ��/��. � l FOR SANITARY MANHOLE, JOINTS
3/4"COPPER TUBING � i��/��/ i
o (W/DRAIN)(SIZE AS REQUIRED FOR 3/4"OR o \�j\�j �? �����\ BUTYL SEALED
(TYPE K) / �/ � O �/� c0 the LA Grou 2017
� 1"SERVICE) �r', o �\j�\�j� ' N /���/�� p
FULL LENGTH OF PIPE �w �V���V��� o��� o �%�l%
CORPORATION STOP WITH CENTERED ON SEWER LINE RISER � ��/��//� � �;t� FOR SANITARY MANHOLE, BOOT TYPE prepared for.
\ \ � FLEXIBLE MEMBRANE SLEEVE FOR
SECTION Q ,� / / �° �
COMPRESSION FITTING, TEMPORARY CAP OR PLUG AS NECESSARY �\�\`� 0 4'-0" I MIN.' PIPE TO MEET ASTM SPEC. NO.C-923
MUELLER H-15008 3/4" \/\/\ '
��\�/�\�� „ � (SHOP DRAWINGS REQD) eacon
3/4" MIN, SIZE TYPE K 1.)ALL MANHOLES TO BE PLACED IN %��%��% � �ER �a���p" �'-�' CIRCUMFERENTIAL Co m m u n iti es, LLC
COPPER PIPE z ANY TRAFFIC AREAS SHALL MEET /��//��/j � � F��T �� � I REINFORCEMENT 0.12 sq. in. PER LIN.
�, � AASHTO HS20-44 WHEEL LOADING j/// � FT. MIN.
��o � WATER LINE REQUIREMENTS. � \�j\��j� o � o �. 4000 PSI CONCRETE BENCHWALL FOR 54 State Street, Suite 802
„ SANITARY SEWER o j��//�%j/\ � � � I SANITARY MANHOLE Albany, NY 12207
8 D.I.P SOLID CONC. (GRAVITY OR FORCEMAIN) m j//�\j� � ° ° ° ° � ° ° ,
MAINER BEARING BLOCK OR OR STORM SEWER BOTTOM �\�/�\�% °, ° � ° �" , °�,c° � , ° , ° ,�� j�/j��� SIZE AND LOCATION OF PIPES
C.I. FOOT SECTION , �/ �/ . e o � o , ��//��//��i/ AS SPECIFIED
TYPICAL WATER SERVICE CONNECTION *SEENOTE *SEENOTE oD \�%j�/\ � '��%j�%j�%��\ 8""CRUSHEDSTONE-#10R#2
/.
Scale: NTS /� ��/��/ � �' ° � ,� , ,
, /�/ 00��a� o0 o a o �a o� �; � �oo ;°'°g j\//�\/�� NOMINAL SIZE
/� / ��,�//��//��//��//��// �o oo�o o g�'o o ��o o �° °�8 0�'oca o 00�j�A/AA/�\.
��,/ �/�/��/��,/;�/, o a , o ��c�a o o�o 0o a o a� o0o i���/�� � ,, UNDISTURBED SUBGRADE OR ADDITIONAL
���� ' `'' %�/�:iF�'�.` °go 00 000 �8�0 ��o m o oo��Boo ° �°�a � ,:;;�i: FOUNDATION STONEA.O.B.E.
/�.:, , ,�;�<,
\,,�\ �\,;�\,,.A;,�\,,�.A,�.A,�.A,,�\;�\;V�;;��%;�
NOTES: � �
6"SADDLE WITH STAINLESS (REFERENCE-RECOMMENDED STANDARDS FOR WATER WORKS, 2012 EDITION "TEN STATE STANDARDS") � SAN ITARY MAN HOLE
STEEL STRAP PER 45° OR 30° BEND AS REQ'D Scale: NTS �FINISHED GRADE
MANUFACTURERS 1. WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT
RECOMMENDATION, ROMAC BE MAIN-TAINED,WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER,WITH BOTTOM
INDUSTRIES, INC. 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
8"SEWER BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS,THE SEWER EXCAVATION �
MAIN � SEWER LATERAL SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILL, AND
O BACKFILLING.
� SLOPE: 2% MIN. (1l4" PER FOOT) COMPACTION REMOVE EXISTING END CAP AND
� 2. PARALLEL INSTALLATION THRUST BLOCK
45° OR 30° BEND 2.1. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY OR STORM SEWER,
SEPTIC TANK, OR SUBSOIL TREATMENT SYSTEM.THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. EXISTING WATER SOLID SLEEVE M.J. COUPLING WITH
2.2. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, REVIEWING AUTHORITY MAY ALLOW DEVIATION ON A SERVICE RETAINER GLANDS PER CITY OF
CASE-BY-CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. SARATOGA SPRINGS STANDARDS
° � PIPE BEDDING
� � � � � �� �� �� �� �/���/���/���/�� ���� �� � � UNDISTURBED SUB-GRADE 3. CROSSINGS NEW D.I.P.WATERLINE
;, //�/j�/j�/j�/j�/j�/��/��%�/j�/j�/j�/j�/j�/j�/j�/j�/j��/�;,'. 3.1. WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF
� /�A/�A/�A,���,.�A..�A��A/�/ �����ji��//��/i��/i��/���//��/���i �.'''_
,\� �//��//�� THE WATER MAIN AND THE OUTSIDE OF THE SEWER.THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE
f`'�/�%i ��� � ��� , . ��%�% SEWER WITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE THE SEWER.
' ��������`� � � � � % �1��' 3.2. AT CROSSINGS ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. � U� �o 0 0 0 0�0
I�// // l/ // � / � ,.�:IZ ,
�� �j��j��j��j��j/��j�j o a� 0 a a� d C� a o oa��
, �/�/�/�/�/� /, ,� SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. C�o a �oOo o ��CX�o� oOOo G�o rYa o
v�Al�A/�A/�A/�A/ A` 5 CRUSHED STONE ii i iii�����i iii-��i ii -��ii iii-iii iii iii=iii iii-
������i��i�������� � �� � � �� -�,- -
PIPE BEDDING
2 CONNECTION TO EXISTING SEWER MAIN 5 UTILITY CROSSING DETAIL 8 CONNECTION TO EXISTING WATER MAIN
Scale: NTS Scale: NTS Scale: NTS
8„
#30 ROOFING FELT WATER MAIN
SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT.AS MIN �� THRUST BLOCK (OR SEWER
EXIST. PVMT. � �`�� FORCE MAIN)
SHOWN.TACK COAT EXPOSED EDGES OF EXIST. PVMT. �T r,' ` GRADE
PRIOR TO PLACEMENT OF NEW PVMT. -�ti�� � „ � � ����
METHOD OF s `���� � � � �� 2'-6"MIN. �
ITEM DEPTH MATERIAL "�, - <« ,%�;%` �� CONCRETE THRUST
LAWN RESTORATION PVMT. RESTORATION PLACEMENT �` � � �'f > >\!' PREFERRED AS FAR AS POSSIBLE
��;� � ��% �� � j��;ftir;`��;�� �-�\ , BLOCK SCHEDULE
TOPSOIL&SEED � �, �" � �ti � � �,'� ����'�l 2'-6"
NEW. PVMT., SEE DETAIL j�� �� �-� r ;� 4,000 P.S.I
AS SPECIFIE � PIPE ZONE BEDDING 6" MIN. CRUSHED STONE MECHANICAL ,;�; / ,�/ .
�� ,�,� PREFERRED
# 1 &2 COMPACTION � � 1��: /�'.;z _ %' EXISTING FIRE HYDRANT 1'-6"M N.
PIPE ZONE BACKFILL " -�----,, /,r ��� � ���� ,�; ProjectTitle.�
oo�� � �•����� ,�` ' ��� � ��� � 5'-0"MAX.
- 12 MIN. CRUSHED STONE � '�r !�`� ` ��� W ,,� (SARATOGA STD.MUELLER
COMPACTION �,:r � f;�/, � � / � , ;;% �� �� �_� f.. � EXCe I S I O r Pa rk
� COVER � �//. � � �� -�< , � ` ti SUPER CENTURION A-423 W/ O FLUSH WITH
� �f ��� /iA// // a //� 0 4ri � -/ / �/��!�` z wm
�1� � � FINAL TRENCH BACKFILL VARIES SEE NOTE MECHANICAL l� � � ��ti����,, ,�� �,1`�,�t�,t������ 4"STORZ CONNECTION) � � � PAVEMENT
w w � � SUBBASE MAT'L.; �` ��!`t�=` � - �
� � COMPACTION ; ; �,! W_W�DZH BREAK FLANGE LOWEST � ,� c� I OR 1"REVEAL /� a rt m e ntS
� PART OF BOLTS TO BE A - CURB IN TURF �
Q � � REFER ��r SECTION A-A � UNDISTURBED SOIL MIN. 1-1/2"ABOVE F.G AREAS
� w w TO NEW PVMT. DETAIL � AND A MAX. 8"ABOVE ' `�` ;`; ;�`' `` �```
FINISHED GRAD
PLAN (TYP.) °
Excelsior Avenue
��_-%.�,,,s, ,,it/,�
0 o BURIED METALLIC NOTES: F•�• � 9 Saratoga Springs, NY 12866
� �
� c� c� IDENTIFICATION 1. FINAL TRENCH BACKFILL -. o °�oo G o aoa o 0 0o a 000ao oa r
� z z W A R N I N G T A P E � % w � � '
¢ � � 1.a. IN NON-PAVED AREAS, FINAL TRENCH BACKFILL SHALL , , � o 00 ,
FINALTRENCH BACKFILL � ` '�' � � � 8 �� °� �e ��� � �'
� BE EXCAVATED MATERIAL WHEN DETERMINED ��� j, ,�� �� � o aa � ° � ��
-� - / C1 a � o O �a apao aao°' �o m a� � ;
w X � v N z (SEE NOTE) SUITABLE BY THE ENGINEER OF RECORD; OTHERWISE 'i; /l � ;, ���� �.�. � �/�/�/�/��/�/�/�/�/� �/�/�/�/�/��;
� /�� , ��V\��A \ \ \ �\ \ \ \ \ \ \�
� � � � �� �� ��/�y �� /::� ;, ` /Z �,, �,�/\i\rr�./A�,�„ii\lA /,��;A�„`�t��!�,�;
Q � � PLACE 5 MIN. CUSHION IT SHALL BE STRUCTURAL FILL. MIN. MOD. PROCTOR // �/ / / �,, .� '� � cn � � � � � �
�`�\������i��.�`: '�/,` �.`. �'"� ��y: ¢
� � MATERIAL ON TOP OF DENSITY SHALL BE 85 PERCENT. ` � ��� ,��, `�;,� �.: � _�,,� �,�,, � � � � z EXISTING EXISTING 6"
� � � ;� � ��,� ,/`�r%'` � � VALVE BOX
. ��� .. .�.��� �� �:� .�� 1.b. � r ,/ ��, � � � - VALVEATE
������ � �.� INSULATION IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE > >��.,�,
o � � ��� � � ��� �� � �. STRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITY `� ' �, � „�
. . : . �,, �;� r; ,
: '. ..� �Q� �:...�� PIPE ZONE BACKFILL SHALL BE 95 PERCENT. �%/�� � � � ;'�; POLYETHELENE OR o 3/4"TIE-ROD FOR
� � Q ,,� J o , ,.
a� MIN.2'-0"WIDE BY 2" 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL %��%��/ f� r �-�-�- ";`'�'`, � � � �`'�� ' r � - r ` BUILDWG PAPER =
\//�//�//�,, ,, , f.r,, \,�j /� �f ,��� z THRUST RESTRAINT(ONE
THICK INSULATED BOARD, TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. `'��%��!��>.�''��"�" ` �`\�\�\�\�\�\�/"` r � f/�//� CRUSHED STONE w EACH SIDE)OR RETAINER
TAPE AT ALL JOINTS, COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS ����i��!i�,�!i��!��������i � ��%��%���!�����i�!��';'���r�!�% � � GLAND A.O.B.E.
,�,_ SIZE 1 AND 1A �
z WHERE INDICATED SHALL BE MECHANICALLY COMPACTED TO THE NOTE: RETAINING GLANDS ACCEPTABLE DRAIN
� PIPE O.D.+24" PIPE ZONE BEDDING SATISFACTION OF THE ENGINEER. FOR USE AS APPROVED BY CITY °
CONCRETE THRUST BLOCK.3,000
C° MIN. � 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL ENGINEER. ,,��n�° a � ' /1 ,/�';ti '�;/� �, �; ti ��<
MAT L s.i. NOT REQ'D IF R.G. OR TIE � � ; � � t�j�yV�`�V��`�• � �� `�`� `~
TIM ES. NOTES: p• � i a a ,,. /;`,f:�i,. i,, r,.�i,. r,ii�. . ,� � i� r r✓I�,f,
RODS ARE USED) �� � � -� '�'BEDDING, PIPE ZONE ��
PIPE TRENCH SECTION �'��� � °�`�° � ��` ���`
3 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: ` ' � ` " BACKFILL TYPICAL TO
PIPE TRENCH SECTION SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN V±= LD (W+ I.D.)-I.D. TRENCH DETAIL REQ'D.
2"± PIPE PROJECTION THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY Project No.: 2 0 2 0 0 4 7
�INTO MH, TYP. YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT WHERE: Design: DRC
Drawn: KLT Ch'k'd: DRC
� REQUIRED. V=VOLUME IN CUBIC YARDS 9 F I RE HYD RANT D ETAI L
L- LENGTH OF BLOCK IN FEET Date: 10/14/2020 Scale: NTS
= 2. CONCRETE NOT TO OVERLAP ANY JOINT. D - DEPTH OF BLOCK IN FEET Scale: NTS
� � -
Q Q Rev: Description: Date:
PIPE WASH 2"± PER FOOT A 3 A 3 A 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH W-WIDTH OF BLOCK IN FEET
� � � I.D. = INSIDE DIAMETER OF PIPE IN FEET 1 Revised Per City Comments 4/14/2021
REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE.
CHANNEL DEPTH = 6. REQUIRED BEARING AREAS ARE BASED ON
0.8 PIPE I.D. = cn 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS
�, �n a ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i.
� + INVERT � B � LARGER THAN 12" DIA.TO BE APPROVED BY CITY ENGINEER. �MEDIUM CLAY)WITH A SAFETY FACTOR OF 1.7.
�
� PRESSURE OF FLUID FLOW IS BASED ON A 300' HEAD.
o� FORM SMOOTH CURVE
o SAWED HALF PIPE CONCRETE BENCHWALL B�I 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL
� 4,000 PSI MIN. THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO
� SECTION B-B ONE-WAY INVERT PLAN MULTIPLE INVERT SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH
N UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST Drawing Title
° FORM SMOOTH OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS
m 1/2" PER CURVE REQUIRED BY THE ENGINEER.
� ALIGN 0.8 DEPTHS OF DIFFERENT FOOT(MIN.)
Site Utility Details
Q SIZE PIPES PITCH •
y' ACROSS MH REQUIRED BEARING AREAS&DIMENSIONS FOR CONCRETE THRUST BLOCKS P I an n i n g Board #
ai INVERT IN
=' 0.10'(MIN.)-2'-6"(MAX.) TEE 90° (1l4)BEND 45° (1/8) BEND 2-1/2° (1116) BEND 1-1/4° (1/32) BEND 20200735 & 20200736
�� _ PIPE SIZE AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS
o INVERT OUT INCHES SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT.
=a� 0.81.D. DxL DxL DxL DxL DxL Drawinq�Vo.
W�o
LL�,N Ao�roval
Q N o 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2•4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5
W� � STANDARD INVERT SECTION A-A SMOOTH DROP INVERT FILLET Approved under Quthority of Q resolution adopted
J�a L ���
°N�; by the Planning Board of the City of Saratoga Springs.
m� � M A N H O L E B E N C H W A L L THRUST BLOCK DETAIL Date Signed Chairperson
��z 4 6
o ��
a�LL PIPE TRENCH SECTION Scale: NTS
IN PAVEMENT LOCATIONS PROVIDE �
VALVE COVER LABELED "STORM"
4"SCH 40 PVC SCREW-IN CAP The LA G ROU P
�
Landscape Architecture&Engineering P.C.
Peop�e.Purpose.P�ace.
4"SCH 40 PVC 40 Long Alley p:518-587-8100
DOT ITEM 620.03 LIGHT STONE FILL
Saratoga Springs f 518-587-0180
4"SCH 40 PVC I�IY 12866 www.thelagroup.com
COUPLING
CORRUGATED HDPE STOR 4"TOPSOIL
SEWER PIPE; REFER TO 4"SCH 40 PVC SCREW-IN 4"SCH 40 PVC Unauthorized alteration or addition to this
PLANS FOR SIZE&LENGTH CAP oo document is a violation of Section 7209 of the
New York State Education Law.
PROPOSED FINISHED GRADE- ;,�_,�,i „'�;�i i!-,`_ a � -, 2' LONG#4 REBAR,
��
�,,,-��' SEE PLANS M FOR LOCATING
` ? I NS P EC T IO N PO R T � C O R E 4.5"Q J H O L E I N c 0 t he L A Group 2 0 1 7
f � GALVANIZED STEEL CHAMBER(4.5"
� FLARED END _���i �� . 4" PVC PIPE HOLE SAW REQ'D)
� ' SECTION � ��;� `�
, Prepared for.
o � ; j` ��
� � `�� j , ��,�r Bea co n
� ���� � � ANY VALLEY
HDPEFLAREDENDSECTION �``��. Q `"I! CHAMBER y LOCATION Communities, LLC
�`M � _ `' CONNECTION DETAIL
`� �� 54 State Street, Suite 802
12" MIRAFI 160N FILTER �,. ����� Albany, NY 12207
MIN. FABRIC UNDER
�;�
a t`;,s���'f�'�:t�L'r'r�'�'�:t�L'r'r�'�',.t�L�-'r�.�'',v.�-1
FLARED END SECTION
& RIPRAP
NOTE:
AS REQ'D.-10' MIN. 1. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED.
PLAN VIEW SECTION VIEW
FLARED END SECTION DETAIL *TOBEUSEDATALLOPENPIPEENDS 4 INSPECTION PORT DETAIL
1 Scale: NTS Scale: NTS
ALLOW 2" FOR FINAL STORM SEWER PIPE CRUSHED STONE
ADJUSTMENT OF FRAME TO BE MORTARED IN NYSDOT TABLE 703-4
BICYCLE-SAFE FRAME TO BE PLACE TYPE 3
HEAVY DUTY FRAME MORTARED TO TOP OF
AND GRATE 3'�'• NON-WOVEN GEOTEXTILE ALL 4"TOPSOIL AS SPECIFIED
„Jc{,x CATCH BASIN WITH . AROUND CLEAN, CRUSHED,
_,>'��"rtr' � NON-SHRINK GROUT � � . 2'-6"
? 4`>`��`�<l '`�` �� 6" 6" ` MIN. I.D.** ANGULAR STONE
��ora�����,�� ;- ALLOW 2 FOR FINAL SUITABLE FILL AS SPECIFIED
�cP``''�� �t�'�,��'�� ADJUSTMENT OF FRAME 2'-6"
�� �
MIN. I.D.** �
A / (��
�� *30" MIN.SUMP � f � 18��
KNOCKOUT r � ��
MIN
PANEL EACH � � SC-310:6"MIN
_ � . b .,, -
SIDE `Q - - • � , - • --- MC-3 00: 12"MIN
,:� � , �-�.;,
�.
A-A' B-B'
(
� A' g� 12"CRUSHED STONE ON SG310: 16"
o UNDISTURBED SUBGRADE MC-3500:45"
~ SECTIONS 12" MIN
SC-310: 6"MIN.
" CONCRETE-4000 PSI @ 28 DAYS MIN. N.T.S. MC-3500:9" MIN.
� ���- REINFORCMENT-6x6- 10I10 WWM ALL
3:6„ 3 6 FOUR SIDES AND BOTTOM (CONFORM TO / / 6"MIN SC-310:34" 12"TYP
g �/iy ASTM STD.A-615) MC-3500: 77"
. END CAP MC-3500 OR SC-310 STORM
NOTES: CHAMBER, AS NOTED
1.ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20.
UNDISTURBED SUBGRADE
2 CATCH BASIN KNOCKOUT DETAIL 5 UNDERGROUND INFILTRATION CHAMBERS
Scale: NTS Scale: NTS Pro�ect Title.•
CATCH BASIN FRAME AND GRATE, 3 FLANGE BICYCLE-SAFE. COVER PIPE CONNECTION TO END CAP Exce I s i o r Pa rk
CURB GRATE OPENINGS SET PERPENDICULAR TO TRAFFIC. RIM WITH NON-WOVEN GEOTEXTILE, 5'MIN.
ELEV.AS INDICATED ON PLANS.CEMENT MORTAR ALL WIDE END CAP Apa rtme nts
AROUND FRAME.
~ '— ' ' -- f—PITCH
--. � �.--
Q ���_= I I=_ _I,. ' _ _ - - _ _
_ � '�f � � t r, = Excelsior Avenue
— — — _ PRECAST CONCRETE GRADE AS REQUIRED� { - - � - ,-�� � � -
� I,— -_ - = 3� �� ,
> ,r,;,;,:-: ,; ,., , .
�° � I— — —1 I — CEMENT RINGS, MORTAR SHALL BE PLACED » � r � _ � " �° ' : Saratoga Springs, NY 12866
�— ; }:x BETWEEN SECTIONS AND ON ENTIRE � � - - � -� � -=
w 1-r Y � r �1' ~' � ;�` S•� < i
� 1= __ �, ;, < . a; � a(��a I I—� EXTERIOR � , � > , ��-�g,1 �
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— — U<:_, � � U � � �� ,�' ��� ;��',
DNERSION Y �; .-
A. 3 FLANGE FRAME&GRATE ALONG CURB STRUCTURE � y ���
CEMENT MORTAR ALL FRAME AND GRATE, EJIW MODEL 5419 OR APPROVED EQUAL.
AROUND FRAME GRATE OPENINGS SET PERPENDICULAR TO TRAFFIC. 't
F.G. PAVEMENT u ` - -
PITCH�� �—PITCH `�;'n. -,' � ��� �`�' �_� �
5"
r�c- o�:�,: �x��;.�,�� ���..
HDPE ACCESS PIPE, SIZE AS NOTED. 2 LAYERS OF WOVEN GEOTEXTILE
� PRECAST CONCRETE GRADE AS REQUIRED; USE FACTORY PRE-CORED END
� BETWEEN FOUNDATION STONE AND
� CEMENT RINGS, MORTAR SHALL BE PLACED CAPS.
— �— a � I 1=1 I . BETWEEN SECTIONS AND ON ENTIRE CHAMBERS.
� I — = I �� � � m �I_I I EXTERIOR 5'MIN.WIDE CONTINUOUS FABRIC
I I — , I I— WITHOUT SEAMS
— 30�� � — ' Project No.: 2020047
° REINFORCED PRECAST CONCRETE BARREL Design: DRC
C— _
1=I :< i .
- 4'-0"DIAM. g" — SECTIONS AS REQUIRED, MANUFACTURED IN Drawn: K�T Ch'k'd: DRC
a . �� ACCORDANCE WITH ASTM C478-85a ��'�����R R�W ������ Date: 10/14/2020 Scale: NTS
�_ � °: °� � - � Scale: NTS
I_I a — SHIPLAP JOINT MADE WATERTIGHT WITH Rev: Description: Date:
— . BUTYL ROPE BETWEEN STRUCTURE
� ' I I �a — SECTIONS APPLY BITUMASTIC JOINT 1 Revised Per City Comments 4/14/2021
"' — — � COMPOUND ALL AROUND AFTER ASSEMBLY
Q -- � � : —_
� — — SELECT GRANULAR BACKFILL
3 — PIPE SIZE& _
N INVERTS AS ���� —
� —
INDICATED ON
o� FLOVI/�� PIPE&SLOPE AS
�
PLANS PER PLAN(TYP)
J I
0 I I-_ f
U _ _—
� — O`' 30"DEEP SUMP
N i— ` � �� =i� BOOT TYPE FLEXIBLE MEMBRANE SLEEVE
O . e. �
° - — . � ° � a � � .v - Dra wing Title
m O° — � �<�� � � � � �� ° � � ° _, REINFORCED PRECAST CONCRETE INTEGRAL
" � — °��;� � " "� '�' �%� "'°� �%� ��.� �'�:� � �' m =' WALL AND BASE SECTION
m,�1'p �,q� D Site Utility Details
u, _ — o io��j a�`��%' rtn Da�� � � �'�a����'°o — .
� N I � '� �°`�J�`��PY D�°� a `�� O °�"-`tT7 YY D °�a —
Q __ °�kJ n o 00
¢ � ° ! 12"CRUSHED STONE BASE P I an n i n Board #
y' —' g
� ,—�_�____— --i+��;_-
�� �— — — — — — —ii �
,� COMPACTED SUBGRADE
� —!��—���—��!—!��—� ' !—� � �_' '- 20200735 & 20200736
�
o CATCH BASIN STEPS IN ALL DRAINAGE STRUCTURES
=a o B.4 FLANGE FRAME&GRATE DEEPER THAN 4'; STEPS TO BE COPOLYMER Drawinq�Vo.
"'"� POLYPROPYLENE PLASTIC ENCAPSULATED#4 ASTM Ao�roval
J m N
LL�O
¢"" A615 GRADE 60 STEEL
W� � Approved under Quthority of Q resolution adopted
J�a L �� 1
°N�; by the Planning Board of the City of Saratoga Springs.
m� � CATC H BAS I N D ETAI L Chairperson
��Z � Scale: NTS Dote Signed
o > �
- �_
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60.16'
(8 CHAMBERS LONG) �
ISOLATOR ROW The LA GROU P
Landscape Architecture&Engineering P.C.
� � Peop�e.Purpose.P�ace.
INSPECTION 40 Long Alley p:518-587-8100
PORT(TYP.) I Saratoga Springs f 518-587-0180
II�IY 12866 www.thelagroup.com
DIVERSION Unauthorized alteration or addition to this
STRUCTURE I DIVERSION New YorktState IEduclationf Law.ion 7209 of the
STRUCTURE
70.23'
(9 CHAMBERS LONG) �O the LA Group 2017
DIVERSION
� I STRUCTURE INSPECTION Prepared for.�
PORT(TYP.) Beacon
HDPE MANIFOLD
�2"x�2" r � Communities, LLC
� � �
N HDPE MANIFOLD 54 State Street, Suite 802
15"X 15"
Albany, NY 12207
HDPE MANIFOLD I I
12"X 12" I I
� I
ti
DIVERSION N
STRUCTURE I I DIVERSION
II STRUCTURE
I
� I
L I J
48 STORMTECH
SC-310 CHAMBERS 18" HDPE
12" HDPE 27 STORMTECH MC-3500 CHAMBERS PLACE MINIMUM 12.5'OF WOVEN GEOTEXTILE OVER
PLACE MINIMUM 12.5'OF WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FOR ISOLATOR ROW
BEDDING STONE AND UNDERNEATH CHAMBER FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS
SCOUR PROTECTION AT ALL CHAMBER INLET ROWS
PROPOSED ELEVATIONS PROPOSED ELEVATIONS
TOP OF STONE: 289.53' TOP OF STONE: 292.50'
TOP OF CHAMBER: 289.03' TOP OF CHAMBER: 291.50'
12"MANIFOLD INVERT: 287.78' 15"MANIFOLD INVERT: 289.70'
12"INVERT TO ISOLATOR ROW: 287.78' 18" INVERT TO ISOLATOR ROW: 287.90'
BOTTOM OF CHAMBER: 287.70' BOTTOM OF CHAMBER: 287.75'
BOTTOM OF STONE: 287.20' BOTTOM OF STONE: 287.00'
� UNDERGROUND CHAMBERS 'SMP-1 ' 2 UNDERGROUND CHAMBERS 'SMP-2'
Scale: NTS Scale: NTS
HEAVY DUTY FRAME&COVER ADJUST FRAME TO GRADE WITH 4"H ADJUST FRAME TO GRADE WITH 4"H
(12"H MAX.)PRECAST REINFORCED HEAVY DUTY FRAME&COVER (12"H MAX.) PRECAST REINFORCED
CONCRETE GRADE EXTENSION RING CONCRETE GRADE EXTENSION RING
FINISHED GRADE (AASHTO H2O-44 LIVE LOAD RATED& FINISHED GRADE (AASHTO H2O-44 LIVE LOAD RATED &
NON-SHRINKING CEMENT MORTAR NON-SHRINKING CEMENT MORTAR
Pro�ect Title.•
4.0' I.D. PRECAST REINFORCED 4.0' I.D. PRECAST REINFORCED Exce I s i o r Pa rk
CONCRETE STRUCTURE CONCRETE STRUCTURE
(AASHTO H2O-44 LIVE LOAD RATED) BUTYL ROPE SEALANT BETWEEN
30"�OPENING 8„ PRECAST CONCRETE SECTIONS,TYP. (AASHTO H2O-44 LIVE LOAD RATED) BUTYL ROPE SEALANT BETWEEN Apa rtments
30"Q�OPENING $„ PRECAST CONCRETE SECTIONS, TYP.
INLET PIPE
DMH-1: INV. (W)=289.00, INV. (NE)=288.50 4.0� I.D. 4.0' I.D. Excelsior Avenue
DMH-3: INV. =290.55 WEIR Saratoga Springs, NY 12866
DMH-5: INV.=287.81 NON-SHRINKING CEMENT DMH-2: ELEV. =288.82 NON-SHRINKING CEMENT
6" MORTAR PLACED ALL DMH-4: ELEV.=291.00
6" MORTAR PLACED ALL
ROUND PIPE,TYP. ROUND PIPE, TYP.
F� ISOLATOR FLOW F� FLOW
ROW ~ �
INLET FROM CHAMBERS
MANIFOLD DMH-2: INV.=287.78
DMH-1: INV. =287.88 DMH-4: INV. =289.42
ISOLATOR ROW DMH-3: INV. =289.70 OUTLET PIPE
DMH-2: INV. =287.75
DMH-1: INV. =287.78 DMH-5: INV. =287.88 DMH-4: INV. =290.00
DMH-3: INV. =287.90 6�� 6„ Project No.: 2020047
DMH-5: INV. =287.78
� -- - , , , _ esi n: DRC
l �� _' , '� � - `�i �� /����� � � g
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CRUSHED STONE � -
x ; , _ _ . .
� , _� x 1 x, . _
� UNEXCAVATED/ ` ` � `
- - � ,� % x ` `�� � UNEXCAVAT DNE KLT �RC
, , ; , - . ' - - � '� _ - �_� ' �_ - _ � �/� Date:n 10/14/2020 S ale� NTS
�
�_ _ , ; ,_ . � _.. ,- > �� ��_ > UNDISTURBED EARTH � , �;, `, � , -,,,� -
� - � � � � � _ � '—�� - � � UNDISTURBED EARTH
„
,
e , , , �
Rev: Description: Date:
12"SUMP,TYP. 12"SUMP, TYP. 1 Revised Per City Comments 4/14/2021
�
a
�
�
�
0
o'
� 3 DIVERSION STRUCTURE DMH-1 , DMH-3, & DMH-5 4 DIVERSION STRUCTURE DMH-2 & DMH-4
� Scale: NTS
o Scale: NTS
0
N Drawing Title
0
U
N
N
m
N
N
� Site Utility Details
�� Plannina Board #
ai V
� 20200735 & 20200736
�
��
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Dra winq No.
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o�rova I
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W� � Approved under Quthority of Q resolution adopted
J�a L �� �
g N�; by the Planning Board of the City of Saratoga Springs.
m� �
�Q Z hairperson
o �.�
Date igned
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