HomeMy WebLinkAbout20200735 Excelsior Avenue Apartments Revised Plans EXC E LS I O R APARTM E NTS
Site Plan Application
Excelsior Avenue, Saratoga Springs, NY 12866
October 14, 2020
Revised:May 25, 2022
�dr: SITE STATISTICS SHEET INDEX:
� ,���:
� `� COVER
- � � ^ TAX MAP PARCEL PARCEL SIZE
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�t"" S-1 SURVEY
' ' ���f � a�� •. ` #166:1-19 1.514 AC
� ` �,`���:` �, � L-1.0 SITE PREPARATION,EROSION&SEDIMENT CONTROL PLAN
__rR-.J'�'..-:_
. �� . - � � PROJECTSITE .
�-�" r
;rf .- ZONING DISTRICT T-5,NEIGHBORHOOD CENTER L-2.O SITE LAYOUT&MATERIALS PLAN
�'` � '�' BUILDING SETBACKS T-5 L-3.0 SITE GRADING PLAN
'•'; r -- � �
� r � ,-; _ , �r��, Bui��To�wE o�0�2� L-3.1 SITE DRAINAGE PLAN
oowNTowN �'^ �. � FRONTAGE BUILD-OUT 70/o
SARAT°�45PR'N�5 `f���� SIDESETBACK o� L-3.2 SITE ACCESSIBILITY PLAN
<x f ' : r� -f u{ �`� �;� REARSETBACK o� L-4.0 SITE UTILITIES PLAN
� �; �r ���� BUILDING HEIGHT 50'
_ � �-� r�;;���. �.���.� L-5.0 SITE LANDSCAPE&LIGHTING PLAN
. , * �: ��
r � 1. `� L-6.0-6.2 SITE DETAILS
�����f���f�� ��� � �� � L-6.3-6.5 SITE UTILITY DETAILS
e a�� ��: €'�,���.
'��°'��' PROPOSED USES:
PROJECT LOCATION MAP � RESIDENTIAL 52TOTAL
scn�e N.rs. APARTMENTS 52
CITY OF SARATOGA SPRINGS STANDARD NOTES
z NON-RESIDENTIAL 2,450 SF TOTAL
'���' �FSo N OFFICE 600 SF 1. ALL WORK MUST CONFORM TO ALL FEDERAL,STATE AND CITY CODES,SPECIFICATIONS,ORDINANCES,RULES AND
� NySRo� .J = v� REGULATIONS.
�, COMMUNITY ROOM 1850 SF
w r.. �
2. THE ELEVATION BASE FOR THE CONTOURS AN�BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM,1929.
a �'�'� PARKING REQUIREMENTS REQUIRED:
� "�- �o ' 3. APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND
t��r�3�;'�'� �-� RESIDENTIAL 1.5 SPACES/UNIT 78 SPACES APPROVAL.LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON
�r-{��� � ���x . � � FINAL PLAN.
.w., .,.,::_, . t�
���. � pROJECi SI7E _�n�-�:�wuu�� �71E1F OFFICE(1 SPACE I 300 SF) 2 SPACES 4. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CIN ENGINEER PRIOR TO ANY CONSTRUCTION.
o¢-P CONSTRUCTION WSPECTIONS BY A DESIGNATED REPRESENTATNE OF THE APPLICANT OR THE DESIGN PROFESSIONAL ARE
5 REQUIRED.THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANTIDEVELOPER.
�+�� TOTAL REQUIRED: 80 SPACES
� ORMPNDv��NE 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR
T,�..,
TOTAL PROVIDED: 84 SPACES To CONSTRUCTION.
. 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE
,�w'�Ot�a���o-������_ TRUCKTHAT THE FIRE DEPARTMENT DESIGNATES.
7. THE CONTRACTOR MUST OBTAIN A STREET OPENWG PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK
IN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET,ROAD OR ALLEY.
� 8. CONTACT THE BUILDING WSPECTOR FOR A BLASTING PERMIT,IF BLASTING IS REQUIRED.
P ROJ ECT VICI N ITY MAP 9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF
scn�E:N.rs. SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY.
10.ALL REFUSE,DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL 8E LEGALLY DISPOSED OF OFF-SITE 8Y THE
CONTRACTOR PRIOR TO SUBMISSION OF THE AS-BUILT DRAWMGS.
11.NO CERTIFICATE OF OCCUPANCY 4VILL BE ISSUED UNTIL ALL SITE N/ORK HAS BEEN COMPLETED IN ACCOR�ANCE 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:
B EAC�N Beacan Communities,LLC The LA
ICO f7l fYl U fl I tl 2 S . 54 State S[reet,Suite SD2 G ROU P � P 51°./587-3100
' Albany,NY 122D7 F 518/537-0130
�a�ascapeArcns�eczure�snyinee��ngp.c. �������helagroup.com
r pl.v�r,pore.Pfou. q4 Lang Alley Sarataga
Planning Board# www.thelagroup.com springs,r�v izsbe
20200735&20200736 PROJECT ARCHITECT:
Apgproe�d untler authoriry o(a resolution adoptetl P 315/253-7301
by fhe Plonning Boord af Ihe Ciry of Sorafogo Springs. --�' �nN�nn�.beardsley.com
Chairperson bea rd s I ey
�are Signea fi4 Sauth S[reet
... c2��-. ..._ Auburn,NY�302�
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EXCELSIOR PARK LLC TO
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Map Legend Deed Reference: Map References: �ziz�n� CROSS-LOiEA54lENiREV.
• 5/8"steel rod set with o tog Excelsior Park,LLC 1."Subdivision Mop Ezcelsior Pork-Phose 1A"dated Feb.21,2003 �ATE DESCRIPTION
� water vaNe Bk1669 p795 and last revised 9/19/03 by C.T.Male Assoc.and filed in the
Certifieation . � san.cleanout valve
Saratoga County Clerk's Office as Map E-160A through E-160X. REVISIONS
IT IS HEREBY CERPFlEO TO• DATE:S2PC.16,2020
m utility pole 2.��Subdivisian Ma Ezcelsior Park-Phase II"dated Feb.25,2004,
BEACON COMMUNIPES�EVELOPMENT LLC; P JOB NO.:S20-161.24
STEWARi PiLE INSURANCE COMPANY -��-��-overhead wires lost revised 5/27/04 by C.T.Mole Assoc.and filed in the Sorotoga
cna[me map was preparea in acmraance wicn me currenc exiscing County Clerk's Office os Mop E164.
Coae of Practice for Lana Surveyors aaoptea by tne rvew vork State Sn sonitory line
Associa[ion of Professional LanE Surveyors,Inc.The certification is
limitea co persons for whom the bounaary survey map is preparea, s. storn line 3.��Lot 2 Ezcelsior Pork-Phose 1A��dated Nov.30,2005 lost revised
ta me titie company,m<govemmentai agency,ane to me ieneing 11/30/05 by C.T.Male Assoc.and filed in the Saratoga County SCALE:1"=30'
mstihtion listea on this bouneary survey map. � water line
Clerk's Office as Map E-177. 75 o i5 70
�
4.��Subdivisian Plan Excelsiar Park Phase 2��dated June 17,2015 last
revised 11/9/15 by Thompson-Fleming Lond Surveyars,P.C.ond
filed in the Saratoga County Clerk's Office as Map M2015223.
5."Ezcelsior Pork Phose 2A Lot Line Adjustment"dated June 2,2020
by Thompson-Fleming Lond Surveyars,P.C.and filed in the Sorotago
County Clerk's Office os Mop M2020179.
we�Na�aea mce�au�a nea�ca�m a:��.<y a,iy a�a�mi�axmmcs(��a�y)ar�:no.m
map bearing a IicroseA LanE Survepr's Seal is an lhis survey.Na abstrac[of[itle rvas
vialo[im af Sec[im 7209 subEixsian 2 of the avoinhle.
Nev YaM Sla[e EGuculian Luv.
520-161.24
Pl�1p�w A�i�OsiYr Ir!O�I�NI[wa p��lerlr P�k,�A
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, The LA GROUP
Lentlscape Mchitecture OEngi�eering P.C.
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� PROTECTANDM4INTAINSTREETLIGHT EXCELSIORAVENl1E REMOVECONCRETECURB INLETPROTECTION,TYP.L-6.0 40LongAlley p:518-587-8100
� HYDRANT.AND TELEPHONE BOXES Seratoge Springs W F 518-587-0180
� LIMIT OF 4VORK NY 12866 ww.thelagroup.com
Unauthorized alteratior or addition m M�is
W LET PROTECTION;TYP. 5 decument is a violation ot Section�zo9 ef the
Lfi.O New Vork Srace tducation Law.
REMOVECONCRETECU �x\ lx\ �x\ J%X)q;](XXXXXX XX �x\
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�y. +� STREET LIGHTS(fi)
, x + , ��.T REMOVECONCRETEPAVEMENT SAN/CUT CONCRETE � Communities,LLC
�� �� '�' � I�����`�`�..� ATNEARESTJOINT
/ REMOVE CONCRETE PAVEMENT X xX `'� I I I �/I I \\�� �.., \\ 54 Stat2 Stl'2et,SuitB 802
/ I /
'�1 ' � _\ I ��-AICREOFWORK20 Albany,NY12207
/ SAWCUTATNEARESTJOINT��� _ I/ \
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I CONSTRUCTION
� a \ � --' \�EASEMENT
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REMOVE OATE � ����� � � � �
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CONSTRUCTIONEASEMENT�1 UNDERGROUNDINFILTRATION : �\����I I I I( � �/ . � �,
-1 �I �� CHAMBERS TO BE \ ��1 I I I(I 1\ I � ��
�� � PROTECTEDDURING � \ 1 \ �� ____
29�_�� . � CONSTRUCTION TO PREVENT � I I'I I��� I \�
1 OVER COMPACTION OF SOIL �I
� 1 REMOVE GRAVEL DRNE �\���Irl(� �����\,� PROTECi AND PAAINTAIN I ��_g�
____- v I I/�=���� TRANSFORMER �� 6_�
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1 i Hv�RnNr,ExisnNc s �-s a si�r FENCE,rvP � \�%� \�����_ i � I HiG,.
/ VALVETOREMAIN � �_ _ t,_��,_ _
SILT FENCE,TYP.L-6.0 / REMOVE CONCRETE CURB \' \ � \ -�J� �� E-�
h HYDRANT . . � .. .
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� � ' � � � � .� � � ' � ' LIMITOFWORK = e ' _ _ _ ' � � `_ ' �� � -- - -- � � � � �
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DRAINAGEEASEMENT�// \ / I � WHISTLERCOURT
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' � � I 2 II I � -- Excelsior
// ��SF_ _�I L �6 Q SILT FENCE,TVP. INLET PROTECTION,TYP.L-6.0 I I I /
� _______ ; Apartments
n ry r I �� I Excelsior Av�enue
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� �� �\ Saratoga 5 rings,NY 12866
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I \` �� celsior Park eox,\ '\ eui��iNc �
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EROSION AND SEDIMENT CONTROL NOTES: SITE PREPARATION NOTES: PROTECTION NOTES: REMOVALS NOTES: LEGEND
1. THE CONiRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENT 7. THE CONTRACTOR SHALL NOT DISTURB NIORE 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 � � PROPERTY LINE
FOR PERMIT COVERAGE UNDER THE NE4V VORK STATE DEPARTMENT ONE TIME WITHOUT PRIOR4VRITTEN AUTHORIZATION FROM NVSDEC PRE-CONSTRl1CTION MEETING WITH OWNERI04VNER'S WORK Dl1E TO THEIR CONTRACT OPERATIONS. INITH THE OWNER'S REPRESENTATNE ON ALL MATERIALS TO BE
OF ENVIRONMENTAL CONSERVATION(NYSDEC)STATE POLLl1TANT OR THE LOCAL MS-0. REPRESENTATNE TO REVIE4V ALL 4PPLICABLE PERNIIT REMOVED AND RECYCLED/DISPOSED OF OFF SITE.ALL HANDLING OF DRAINAGE EASEMENT
DISCHARGE ELINIINATION SYSTEM'SPDES GENERAL PERMIT FOR CONDITIONS,THE CONSTRUCTION PLANS AND GENERAL 2. CONTRACTOR SHALL PROTECT AND SUST4IN IN NORMAL SERVICE ALL EXISTING NI4TERIALS TO BE REMOVED,RECYCLED,OR DISPOSE�OF MUST BE _ CONSTRUCTION EASEMENT Projec�No.: 202004]
STORMNIATER DISCHARGES FROM CONSTRUCTION ACTNITY 8. SOIL EROSION 4ND SE�IMENT CONTROL PRACTICES ON THIS PLAN CONSTRl1CTI0N SCHEDULE. UTILITIES,STRUCTURES,EQUIPMENT.ROA04VAYS AN�DRNEWAYS. DONE SO IN 4 SAFE,LEGAL MANNER.IN ACCORDANCE WITH ALL oes'�gn: oac
GP-0-20-001'. SHALL BE CONSTRUCTED AND MAINTAW ED IN ACCORDANCE WITH LOCAL,COUNTY,STATE,FEDERAL AND ANY OTHER APPLICABLE LIMIT OF WORK(20 ACRES) orawn: Kn[ Ch•k'd�. oaC
'THE NVSDEC STANDARDS AND SPEqFIC4TI0NS FOR EROSION AND 2.THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL 3. CONTRACTOR SHALL AIAINTAIN NECESSARY TRAFFIC CONTROL DEVICES,DRUMS, REGULATIONS.
2 ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE 4VITH THE SEDIMENT CONTROL',MOST RECENT VERSION,AN�THE qTY OF SURVEY NOTES,UTILITY NOTES AND UTILITY LOCATING DELINEATORS,SIGNS,FENCES,AND BARRICAOES IN ACCORDANCE WITH THE LATEST ��`'' EXISTING CONTOUR Daie: io/i42020 Scale: i"=2o'
STORMNIATER POLLUTION PREVENTION PLAN(SWPPP),AND GENERAL SARATOGA SPRINGS REQUIREMENTS. SERVICE REQUIREMENTS.NO WORK SHALL COMNIENCE UNTIL EDITION OF THE NATIONAL MUTCD�A/ITH NYS SUPPLEMENTTO PROPERLY PROTECT 2 ALL ITEMS REQUIRING RENIOVAL SH4LL BE REMOVED TO FULL DEPTH - -°`A -
CONSTRUCTION SEQUENCING PLAN.PRIOR TO CONSTRUCTION,THE UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN WORK;EQUIPMENT,PERSONS,AN�PROPERTY FROM DAMAGE. TO INCLU�E BASE MATERIAL AND FOOTINGS OR FOUN�ATIONS 4S SF sF SILT FENCE aev: oesai�tion�. oate�.
CONTRACTOR SHALL REVIEW THE PROJECT 5�`JPPP FOR SPECIFIC 9. PRIORTO ANY SITEVVORK,STONE CONSTRUCTION ENTRANCES MUST IDENTIFlED AND LOCATED. APPLICABLE UNLESS OTHERNflSE NOTED. i Revised PerCirycam 4/i42ou
REQUIREMENTS REGARDING EROSION AND SEDIMENT CONTROL AND BE INSTALLED IN ACCORDANCE'�A/ITH THE S'�A/PPP.PAVED AREAS 4. BEFORE ANY CLEARING IS DONE,THE CONTRACTOR SHALL ARRANGE A � REMOVE CONCRETE 1 ae��sed ver c�ry com s/a/zozi
STORMNIATER MANAGEMENT.A COPV OF THE SWPPP MUST 6E 'vVITHIN AND Ol1TSI�E THE LIMIT OF N/ORK SHALL BE KEPT CLEAN AT 3. ALL EROSION CONTROL MEASURES SHALL 8E IN PLACE PRIOR CONFERENCE ON THE SITE 4VITH THE LAN�SCAPE ARCHITECT TO I�ENTIFY TREES 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL
MAINTAINED ON THE PROJECT SITE IN AN ACCESSIBLE LOCATION AT ALL TIMES AND AT THE END OF EACH WORK DAY. TO ANY EARTH DISTURBING ACTNITIES.REFER TO PROJECT WHICH ARE TO BE PROTECTED OR REMOVED.DO NO CLEARING WITHOUT A CLE4R BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE � ; rownhouse aemo�,al me i/2i/zozz
ALLTIMES DURING CONSTRUCTION. PLANS,NOTES AND DET4ILS. UNDERSTANDING OF EXISTING CONDITIONS TO eE PRESERVED. OWNER'S REPRESENTATNE. REMOVE GRAVEL a Revised PerCirycam 4/i32ozz
10.EROSION CONTROL DEVICES SHALL BE REGULARLY INSPECTED AND
3. PRIOR TO ANY SITEN/ORK,ALL CONTRACTORS AND MAINTAINE�TO ENSURE SATISFACTORY PERFORMANCE AND 4.THE GENERAL CONTR4CTOR SHALL COORDINATE ALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING 4. TREE,SHRUB AN��/EGETATION REA70VAL SHALL INCLUDE THE REMOVE VEGET4TION
SUBCONTR4CTORS RESPONSIBLE FOR CONSTRUCTION,REPAIR AND COMPLIANCE�A/ITH THE S'�A/PPP. ADJUSTMENT OR ABANDONMENT OF UTILITIES INITH THE TREES AN�PLANTS DESIGNATED TO REMAW FOR THE LENGTH OF THE FlLLING,WTTING,GRUBBING OUT OF ENTIRE ROOT SYSTEM AND
MAINTENANCE OF ANY EROSION AND SEDIMENT CONTROL OR RESPECTIVE UTILITY COMPANYAND PAYALL ASSOCIATED CONSTRUCTION PERIOD AND SHALL,AT A MINIMUM.INSTALL TREE PROTECTION SATISFACTORY OFF-SITE�ISPOSAL OF ALL TREES.SHRUBS,STUMPS, STABILIZE�CONSTRUCTION ENTRANCE
STORMWATER DEVICES MUST SIGN/CERTIFY THE SWPPP AND 11.THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH COSTS. FENCE IN ACCORDANCE WITH PROJECT PLANS,DETAILS AND SPECIRCATIONS. VEGETATIVE AN�EXrRANEOUS DEBRIS PRO�UCED THROUGH THE
I�ENTIFY A'TRAINED CONTRACTOR'. THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND VEHICLES SHALL NOT 8E PARKED WITHIN THE�RIP LINE OR\NHERE DAfdAGE MAY REMOVAL OPERATIONS.FELL TREES IN SUCH A4`JAY AS TO NOT or.,.��i�,g rirle
SEDIMENT CONTROL FACILITIES. 5. SOIL STOCKPILE AREAS SHOULD BE MINIM1IUM 20'AN/AY FROM RESULT TO TREES TO BE SAVED,AND CONSTRUCTION I�AATERIALS SHALL NOT BE DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED.
4.PRIORTOBEGINNINGEARTHN/ORKACTNITY,THECONTRACTOR FROMINFlLTRATIONAREAS. STOREDBENEATHTREESTOBESAVED. INLETPROTECTION Site Preparation�
SHALL SUBMIT A MOBILIZATION PLAN SHONIING PROPOSED STOCKPILEI2 THE CONTRACTOR SHALL INITIATE TEMPORARY ANO PERMANENT 5. CONTRACTORSHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO
AND STAGING AREAS,HAULIACCESS ROADS,FIELD OFFICES AND STABILRATION MEASURES AS SOON AS PRACTICABLE IN 6.INFILTRATION AREAS ARE TO BE PROTECTED FROM HEAW 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FULL DEPTH VVITHIN LIMIT OF GRADING BEFORE COIJ�NIENCING E ros i o n&S ed i m e nt
EQUIPMENTSTORAGEAREAS.ANDASCHEDULEDETAILINGTHE ACCORDANCE4VITHTHE54VPPP. CONSTRUCTIONEQUIPMENTTRAFFIC4NDNOTCONNECTED FENCINGFORAPPROVALBYTHEOWNER'SREPRESENTATIVEPRIORTOINITIATION EXCAVATIONANDGRADINGOPERATIONS.TOPSOILSHALLNOTBE Planning Board# Control Plan
STAGING OF CONSTRUCTION TO THE QUALIFIED INSPECTOR(SN/PPP TO THE STORM SYSTEM UNTIL THE COMPLETION OF THE OF SITE'�A/ORK OPER4TIONS. REMOVED FROM THE SITE.UNLE55 APPROVED BYTHE OVVNER'S
INSPECTOR)ANDOWNER'SREPRESENTATNEFORAPPROVAL 13.ITISTHECONTRACTOR'SRESPON51&LITYTOCHECKTHESWPPPFOR CONSTRl1CTIONANDTHEFINALSTABILIZATIONOFALL REPRESENTATNE. ZOLOO��J GJl GOZOO��CJ
WEEKLY INSPECTION REPORTS,AND IMWE�IATELY M1I4KE UPSTREANI AREAS. 7. Ai ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEN1 CONSTRUCTION,THE
5. ANY DEVIATIONS FROM OR CONSTRUCTION CONFLICTS WITH THE CORRECTIONS NOTED. EDGE OF THE EXISiING PAVEMENT SHALL BE SA4'J CUT TO A CLEAN,SMOOTH AND
PROJECT SNIPPP SHALL BE IMME�IATELV REPORTED TO THE 04NNER'S SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. orawinqnio.
REPRESENTATI�/E.IFTHECONTRACTORPROPOSESARE�/ISED 14.APPLICABLEEROSIONANDSEDIMENTCONTROLPRACTICESSHALLBE Aooroval
STAGING,SEQUENCING ANDIOR MOBILIZATION PLAN,A MODIFIED PLAN MAINTAINED IN PLACE 11NTIL CONSTRl1CTION IS COIdPLETED ANDIOR qpproved under outhorify of a resolufion adopfed
MUST BE SUBMITTED TO THE QUALIFIED INSPECTOR FORAPPROVAL THE AREA IS STABILIZED AND APPROVEO BYTHE QUALIFIED 6y fhe Planning Board of ihe Ciry o(Saraloga Springs. I_1.O
INSPECTOR.
6. ANV CHANGES TO THE SWPPP PROPOSED 8V THE CONTRACTOR MUST Choirperson L 1
BE APPROVED BY THE QUALIFIED INSPECTOR AND INCORPORATED Date Signed
INTO THE SN/PPP PRIOR TO IMPLINIENTATION.
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LAYOUT NOTES: LEGEND
1. ALL LWE AND GRADE WFORMATION SHALL BE LAID OUT BY A NEW YORKSTATE REGISTERED SURVEYOR ENGAGED � � PROPERTY LINE
8V THE CONTRACTOR.
DRAINAGE EASEWENT
2. ALLNEW�A/ORKSH4LLBESTAKEDOUTPRIORTOCONSTRUCTION.THEONMER'SREPRESENTATIVESHALLBE CONSTRUCTIONEASEMENT Projec�No.: 202004]
NOTIFIED OF ANY DISCREP4NCIE5.FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATNE oes'�gn: oac
PRIORTO CONSTRUCTION. BUILDING SETBACK
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UNLESS OTHERWISE NOTE�. 'NALL aev� oesa��tion�. oate�.
DETECTABLE HEAW BROOM -0. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. 6"CONCRETE CURB i Revised Per Ciry cam 4/i42ou
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MUNICIPAL OFRCIALS. ROADWAY ASPHALT PAVEMENT 4 Revised PerCirycamm 4/i32o22
� 6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUAiELY STAKED BY THE CONTRACTOR AND APPROVED BY � s updacEd unit number en sjlsjlull
THE O\NNER'S REPRESENTATNE PRIOR TO CONSTRUCTION. � PARKING LOT ASPHALT PAVEM1IENT
�� 6'MIN. 3'TRANSITION 7. ALL PROPOSED WALKS.PAVEMENTS,LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR ,,, '''
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GRADING NOTES: LEGEND
1. EXISTING BASE INFORMATION DERNE�FROM FIELD SURVEY DATED 09116/20 PERFORME�BYTHOWPSON-FLEWING 10.EXCAVATION REQUIRE�4VITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE�ONE 8Y HAND.CONTRACTOR SHALL 17.CONiRACTOR SHALL BLEND NEW EARTHN/ORK SMOOTHLY INTO EXISTING,PROVIDING VERTICAL CURVES OR � � PROPERTV LINE
LAND SURVEYORS P.C. REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRl1CTURE5INCURRED Dl1RING CONSTRUCTION ROUNDINGS AT ALL TOP AND BOTTONI OF SLOPES. DRAINAGE EASEMENT
OPERATIONS AT NO ADDITIONAL COST TO OW NER. Projec�No.: 202004]
2 ALL PROPOSED GRA�ES SHALL BE SET IN THE FIEL�BY A NEIN YORK STATE LICENSED LAN�Sl1RVEYOR. 18.CONiRACTOR SHALL I�AAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES.Dl1RING CONSTRUCTION EASEMENT oes'�gn: oac
11.CONTRACTORSHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH�A/ITHW LIMIT OF GRA�ING BEFORE EARTHU/ORKOPERATIONS,DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY _.___ . �;;�:-.. _ orawn: CM� Ch•k'd�. oaC
3.CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIORTO THE START OF CONSTRUCTION. COMNIENCING EXCAVATION AND GRADING OPER4TIONS.NO TOPSOIL SHALL BE REAIOVE�FROM SITE VVITHOUT TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATE�RUN-OFF.4VHEN IT IS NECESSARYTO ""�" EXISTING CONTOUR Daie: io/i42020 Scale: i"=2o'
ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY UVILL NOT BE DISTURBED BY CONSTRUCTION. PRIOR AUTHORIZATION FROM OINNER.TOPSOIL SHALL BE STOCKPILED FOR RE-l1SE ON SITE OR LEGALLY DISPOSED INTERRl1PT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES,PROVIDE TEMPORARY FACILITIES UNTIL N/ORK IS
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DISCREPANCIES NOT ALLOINING THIS TO OCCl1R SHALL BE REPORTED TO THE OWNER'S REPRESENTATNE PRIOR 13.GRADE AREAS 4DJACENT TD BUILOING LINES TO DRAIN A'vVAY FROM STRUCTURE AND PREVENT PONDMG.FINISH
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� / EXISTING T04VNHOl1SES EXISTING 5 STORY
I � / CONSTRUCTION EASEMENT , . �� �
APARTMENT BUILDING
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WATER SYSTEM NOTES � SANITARY SEWER NOTES LEGEND
1. WATERMAINSAN�SERVICESSHALLBEINSTALLEDATAWINIMUMOEPTHOFCOVERBELOWFINISHE�GRADEOF 10.THECONTRACTORSHALLPROVI�EIDTAPEABOVEWATERLINESASSHOWNONTHETRENCHINGDETAIL. 1. PVCSANITARYSEWERS,FITTINGSAN�SERVICELATERALSSHALLCONFORMTOANDBEINSTALLEDANDTESTEDINACCORDANCEWITHCITY � � PROPERTYLINE
5'-0". 11.VALVEBOXES OFSARATOGASPRINGSST4NDARDS.
11.a. CAST IRON TN/O PIECE VALVE BOX AS MANUFACTURED BY CLOW(MODEL F2494�,ORAPPROVED EQUAL. DRAINAGE EASEMENT
2 SUBMIT4PPROVEDSHOPDRAWINGSFORALLWATERMAINSANDAPPURTENANCESTOTHEPROJECTENGINEER 11.b. COVERSHALLBESTAY-PUTTYPE(CLOWMODELF2490),ORAPPROVEDEQUAL.AN�BECLEARLYMARKED 2. ALLSEWERPIPINGANDFITTINGSSH4LLCONFORMTOTHESTANDAR�SPECIFICATIONSFORPVCPIPE.ASTM�ESIGNATIOND-3034-780R Projec�No.: 202004]
PRIORTO CONSTRUCTION. "WATER". LATEST REVISION AND TO THE�IMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-264VITH SINGLE GASKET PUSH-ON JOINTS, oes'�gn: oac
-�--�--�-- CONSTRl1CTION EASEMENT
D2wn: CML Ch'k'd'. DRC
3. ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECH4NICAL JOINT,DOUBLE CEMENT LINED,PAINT SEAL 12.VALVES 3. INFORMATION AND SHOP DRA'�A/INGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE PROJECT ENGINEER OF Daie: io/i42020 Scale: i"=2o'
COATED,350 P.S.I.PRESSURE RATING. 12.a. ALL VALVES UNDER 121NCHES IN DIAMETER SHALL BE MECHANICALJOINT RESILIENT WEDGE(RI�N). RECORD PRIORTO THE PLACEMENT OF ANY ORDEROF SAID MATERIALS. SAN PROPOSED SANITARY SEN/ER LINE
12.b. RMl�/ALVES,3-MCHES AN�LARGER,SHALL BE IRON 80DY,NON-RISING STEM CONFOR�AING TO AW.'vV.A.C509.
4.CHLORINATION,PRESSl1RE AND LEAKAGE TESTS OF WATER I�IAINS SHALL BE W CONFORMANCE VVITH THE CITI OF GLAND BOLTS SHALL BE ZINC COATED STEEL. 4. FIELD ADJUSTMENTS SHALL BE APPROVE�BYTHE LA GROUP AND THE CITY OF SARATOGA SPRINGS,PRIOR TO MSTALLATION. E/U E/U PROPOSED ELECiRIC LWE ae�: oe,c���no��. oa�e�.
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 MAXIhIUM VVORKING PRESSURE RATING OF 200 P.S.I.G. i aevised aer ciry cam nna/zou
BACTERIA EXAIdINATION AFTER OISINFECTION AT A N.Y.S.D.O.H APPROVED LABORATORY WILL TAKE PLACE PRIORTO 12.d. ALL VALVES SHALL HAVE MECHANICAL JOINT ENDS CONFORWING TO AN51 451.101AS1.11. 5, CONTRACTOR SHALL CONDUCT LON!PRESSURE AIR iESTING ON NEW SE4VER PIPE AN�BE CONDUCTED IN ACCORDANCE INITH UNIBELL PVC 1 aevised vercirycam s/ajzozi
TURNING VJATER MAIN OVER TO THE qTV TO VERIFV SANITARV QUALITV.VJATER SERVICE LINES ARE EXCLUDED 12.e. VALVES SHALL OPEN RIGHT(CLOCKNJISE)WITH A STANDARD 2-INCH SQUARE OPERATING NUT WITH ARRON/ PIPE ASSOCIATION�OCUMENT UNI-B-6-9�OR APPROVED EQUIVALENi. G PROPOSED G45 LINE rownhouse aemo�.�dme i/2i/zozz
FROM THIS REQl11REMENT. CAST INTO IT INDICATING THE DIRECTION OF OPENING. a Revised PerCirycam 4/i32o22
12.f. EACH VALVE SHALL BE FURNISHED COMPLETE NIITH NECESSARY NUTS,BOLTS,STUDS,AND GASKETS. 6. CONTRACTOR SHALL CONDUCT INTERNAL TV INSPECTION OF NEW B"SEWER PIPES AND SUBMIT REPORT TO PROJECT ENGINEER. W PROPOSED WATER LINE
5.THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET(EDGE TO EDGE)BEPA/EEN ANYIVATER MAIN 12.g. ��UELLER A-2360 MJ RESILIENT,OR APPROVED EQUAL CONTRACTOR SHALL REPAIR ANY DEFICIENCIES OBSERVE�DURING THE INSPECTION. - ..,,. -- EXISTING SANITARYSEWER LINE
AND ANY SANITARY OR STORM SEWER.THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN �
INCHES BEPNEEN ANV WATER MAIN AND ANV SANITARV OR STORM SEWER. 13.HYDRANTS SHALL BE SARATOGASPRINGS STANDARD I�IUELLER SUPER CENTURION A-423 AS SHOWN ON THE DETAIL. 7. NEGATIVE AIR PRESSURE(VACUUM)TESTING SHALL BE PERFORNIED BYTHE CONTRACTOR FOR EACH NEN!SANITARY I�IANHOLE STRUCTURE _. . �- EXISTING WATER LWE
PER THE LATEST EDITION OF ASTM CI244. �
6.THRUST BLOCKING SHALL COMPLY WITH DETAILS ON THESE DRAWINGS AND CITY STAN�ARDS. i4.ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT(CLOCKWISE).
Ora�ving Tle
7.NEW'vVATER SERVICES FROM MAIN TO CURB STOP WILL BE INSTALLED WITH IJ�INIMUM COVER SHO'vVN ON STANDARD 15.THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE FOR INFORMATION ONLY.AND 4LL
DETAILS UNLESS ADJUSTIdENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING'�A/ATER M41N.SERVICE SHALL BE UTILIiIES NIAY NOT BE SHOVVN.THE CONTRACTOR SHALL CONTACT DIG SAFELY NY(1-800-962-7962)AND THE
BROUGHT TO NIINIMUM�EPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE. PROPER LOCAL AUTHORITIES OR RESPECTNE UTILITV COMPANV HAVING JURISDICTION TO FIELD VERIFV THE S i te Ut i I it i es P I a n
LOCATIONOFALLEXISTINGUTILITIESBEFORECO��MENCINGWORK.ANYCOSTSINCURREDBYTHECONTRACTOR Planning Board#
8.DURING ALL EXCAVATION IN�`JHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED,THE CONTRACTOR DUE i0 FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE
SHALL LOCATE THE WATER LINE,BOTH HORIZONTALLY AND VERTICALLY.THIS INFORMATION SHALL BE PROVIDED TO CONTRACTOR.
THEqTYOFSARATOGASPRINGSANDINCORPORATEDINTHEAS-BUILTDRAWMGS. /")0/")00735 Q/']0/']00736
16.N/4TER VALVE BOXES,EXISTING STRUCTURE RIMS.NEW STRUCTURE RIMS,ETC.,SHALL BE ADJUSTED TO CONFORM G L GJ�G G
9.THE CONTRACTOR SHALL PROVIDE TN/0(2)BRONZE WE�GES AT EACH BELL JOINT OF PUSH-ON PIPE. TO NEW FINISHED PAVEMENT GRADES UNLESS OTHER�A/ISE NOTED ANDIOR DIRECTED BY THE OWNER'S
REPRESENTATNE. Aooroval orawinq nio.
Approved under outhoriry of a resolufion adopfed
6y fhe Planning Board of ihe Ciry o(Saraloga Springs. I_/�.O
Choirperson L�
Date Signed
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, The LA GROUP
Lentlscape Mchitecture OEngi�eering P.C.
/ P pG.PrrPofs.P6u.
/ 40 Long Alley p:518-587-8100
� EXISTING STREET Seratoge Springs F 518-587-0180
LIGHTS TO REMAIN NY 12866 www.thelagroup.com
Unauthorized alteratior or addition m M�is
� decument is a viola�ion of Sec�ion]209 ef[he
NewVorkStatelducation Law.
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UTILITV EASEMENT
DR4INAGE EASEMENT
LUMINAIRE SCHEDULE PLANT LIST
CONSTRUCTION E4SEMENT
TYPE SYMBOL QTY CATALOGNUMBER LLF LUM.WATTS LUMENSPERLAMP SYM. QTY.BOTANICALNAME CO��MONNAME SRE REMARKS/SPACING
Si/T4M � 4 Lithonia Lighting,DSXO LED P2 40K T4M MVOLT 0.900 49 5880 � LalvN
S1/T2M � 1 Lithonia Lighting,DSXO LE�P240KT2M MVOLT 0.900 49 5994 DECIDuoUSTREEs
61 � 4 Lithonia Lighting,RADB LED P2 40K SYM DBLXD 0.900 8 617 CC 4 Carpinuscaroliniana American Hornbeam 2�"CAL SEE PLAN � GROUNDCOVER P��ie<<N�- 2ozooa�
n Des'ign: DRC
QC 6 Quercuscoccinea Sca�letOak 4"CAL SEEPLAN � SHRUBS/PERENNI4L5 orawn: Kn[ Ch•k'd�. oaC
Daie: 10/142020 Scele: 1"=20'
TA 4 Tilia americana American Basswootl 2�"CAL. SEE PLAN
Rev: Desai�tion'. Date'.
FLOWERING&EVERGREENTREES � DECIDUOUSTREE i RevisedPerCirycam 4/i42o2i
1 a��sedve��rycomme�� s/a2�n
CP 9 Cornusalternifolia PagodaDogwood 2�"CAL SEEPLAN row�ho�:eaemo�.�d i/�i/zozz
TC 17 Tsuga canedensis Canadlan Hemlock 8'Hi. SEE PLAN � 4 Revised Perc�Ycom 4/i3/2o22
FLONERING TREE
�ECIDUOUS SHRUeS
� DECORATIVE STREET LIGHT
CS 13 Cornusalba'Slberica' Red-T�vig�ogwood 30"-36"HT. SPACE5'O.C.
�� PROPOSED LIGHT FIXTURES �,,,,,,i�,g rirle
HM 22 Hydrangea macrophylia'Balimer' Endless Summer Hytlrangea 24"-30"HT.
+A2 PROPOSEDFOOTCANDLE
IG 6 Ilexgalabra'Shamrock' InkberryHolly �4��_3o��HT. Site Landscape&
RP 9 Rhododendron'PJNI' PJMRhododendron 30��-36��HT. Planning Board# Lighting Plan
sM „ Syringame9eri'Palabin' ��eYe����a� z4��-3o��HT. 20200735&20200736
VL 6 Vibumum lentaqo Nann�berry�libumum 45'HT. ���
Aooroval .winqnio.
GRASSES,PERENNIALS&GROUNDCOVERS 'NOTE(5): qpproved under outhorify of a resolufion adopfed
1.SEESHEETLfi2FORPLANTINGNOTES. 6y fhe Planning Board of ihe Ciry o(Saraloga Springs. I_�.O
CA 45 Calamagrostis acutiilora'Karl Forester' Karl Forester Reed Grass q2 CONT. 24"O.C. 2.NO SUBSTITUTIONS WITHOUT PRIOR APPROVAL FROM Choirperson L
04VNER�S REPRESENTATNE Date Signed
3"
CONSTRUCTION SPEqFICATIONS:
1. STONE SIZE-USE 1-41NCH STONE.OR RECLAIMED OR EDGE OF EXISTING ROADWAY JOINT SEALANTTO 11T'�EPTH ■-
RECYCLE�CONCRETE EQUNALENT. �`
2 LENGTH-NOTLESSTHANSOFEET(EXCEPTONASINGLE � TOOLEDJOINT4VITH1/4"R4DIUSEDGE
RESI�ENCE LOT 4VHERE A 30 FOOT MIN.�NOUL�APPLV. BACKER ROD The LA G ROU P
3.THICKNESS-NOTLESSTHANSIX(611NCHES. '', �
4.WI�TH-TWELVE(12)FOOTMINIMUM.BUTNOTLESSTHANTHE�'�, PREMOULDEDJOINTFILLER.CUTBACK
FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS �I Landacape Archirecmre&Engineering P.C.
OCCURS.GEOTEXTILE-4VILL BE PLACE�OVER THE ENTIRE �' 4 z AS NECESSARY AFTER PLACEMENT p p(s.p�pots.P(ue.
AREA PRIORTO PL4CING OF STONE. '
5.ALLSURFACEVJATERFLOVJINGORDNERTEDTOWARD �' `�� EXPANSIONJOINTSTOOCCUR30'O.C.MAX, 401ongAlley p:518-587-8100
CONSTRUCTION ACCESS SHALL BE PIPE�BENEATH THE ,P Ii NMERE CONCRETE IAEETS VERTICAL SURFACES Sflratogfl Springs f 518-587-0180
J, / . TRANSITION CURB �"�"� D[Y 12866 www.ihela p.com
ENTRANCE,IF PIPING IS IMPRACTICAL A MOUNTABLE BERM 3'ADJACENT TURF OR IMMOVABLE OBJECTS SUCH AS CURBS, grau
WITH 5'.1 SLOPES N/ILL BE PERMITTED. l�o�' 6'ADJACENT SI�EWALK 4VALLS.FOOTINGS ETC,AN�M LOCATIONS
6.THE ENTRANCE SHALL BE MAINTAWED IN ACON�ITION EXPANSION JOINT SHOWN ON PLANS. Unautnorized alteration oracdition:otn s
W HICH YVILL PREVENT TRACKING OR FLOWING OR SE�IIIIENT
INTO PUBLIC RIGHT-OF-NIAY IAl15T BE REPAOVED � documert Is a violation ot Section�?09 of the
New Vork 5-ate Eduratlon law.
IMIAEDIATELY. 50'-0"
7.VJHEN WASHWG IS REQUIRED,IT SHALL BE DONE ON AN 12"THICK.50/50 MIXTURE NPE 3 AN�TVPE 4 GRANULAR IAATER AL
AREASTA&LIZEDNIITHSTONEAN�N/HICHDRAINSINTOAN OVERCOMPACTE�SUBGRADE 3 TOOLEDCONTROLJOINT.PLACE5'�"O.C. cetne�n�roupzoi�
APPROVED SEDIMENT TRAPPING DEVICE. UNLESS OTHERN/ISE SHO'�A/N ON PLANS.
8.PERIODIC INSPECTION AN��EEDED IAAINTENANCE SHALL 8E
Preuared tcr
SECTION
PRo�oEOAFTEREA�HRANE��ENT. CTION ENTRANCE TRANSITION CURB '�'T"E°EPT"°FT"E°°"°RETE Beacon
1 6 ---------------------------------- S Ag Communities,LLC
Scale:NTS 10'MAX.¢TO c. Scale:NTS
36"MIN.FENCE POST
� 54 State Street,Suite 802
36"MIN.,2"HARDWOOD FENCE POSTS, ��4" A�bany,NY 12207
DRNENMIN.i6"INTOGROUND FILTERFABRIC - TOPCOURSE-NYSDOTITEI�I NOTES'.
= 402.098302-9SF3H.M.A..80 1. PAVENIENTSECTIONSSPECIREDARETYPICALFORSTREET, C�NTR�LJ��NT
o W SERIES COMPACTION DRIVEWAY AN�PARKING LOT CONSTRUCTION WHERE
-��� TRAFRC VOLUMES AND LOADINGS ARE NOT EXCESSNE.
�o�'� � . BASE�ON ANTICIP4TED VOLUMES AN�LOADS,THE CITY CONCRETE JOINTS
W�� F����� ��iACK COAT-NYSDOT ITEM1I ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION �O
Scale:NTS g• FlNISHED GRADE,SEE PLAN
- . 407-0102 DILUTED TO BE INCREASED TO CARRY DESIGN LOADING. FOR CONDITION
�¢ � p w 2 TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE
= BINDER COURSE-NYSDOT ITEM 7HAN 48 HOURS HAVE ELAPSED AFTER PLACING BIN�ER 1/4"RADIUS
- 402.198902-19F9H.M.A.,80 COURSE.
_„\_ �.� ` `�a SERIES CONIPACTION PG 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING _ PAVEMENT SEE PLAN
Fyyy/ E f EABEDFILTERCLOTH BINDER(LIQUIDASPHALT) qND/ORCORESAMPLESTOVERIFYPAVEMENTTHICKNESS. ( 1
J MIN.6"INTO GROUND �GRADE SHALL BE PG-64-22 ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER
PERSPECTNE VIEW FILTER FABRIC;FASTENED SECURELY
AND SHALL BE PAID 8Y THE CONTRACTOR.
TOFENCEPOSTSW/STAPLES SECTION COMPACTEDGRAVEL- 4.NOTIFYTHECITYENGINEER48HOURSMINIMUMPRIORTO
CONSTRUCTION SPECIFICATIONS: NYSOOT TYPE 2(SECT. COMMENCING PAVING OPERATIONS. CAST-IN-PLACESLIP FORM CONCRETE
1.WOVEN�NIRE FENCE TO BE FASTENED SECURELV TO FENCE POSTS�NITH�NIRE TIES OR STAPLES.POSTS SHALL BE STEEL � 304)COMPACTED TO 95% CURB,SEE CONCRETE SPECS LISTED ON
PAVEMENT TOP BINDER GRAVEL
EITHER"T"OR"U"TYPEORHAR�WOOD. :'�'. R STANDARDPROCTOR rypE COURSE COURSE COURSE CONCRETEPAVINGDETAIL.
2 RLTER CLOTH TO BE FASTENE�SECl1RELV TO IVOVEN WIRE FENCE WITH TIES SPACED EVERV 24"4T TOP AND MI�SECTION. .!/ �MIRAFI 500X GEOTEXTILE
FENCE SHALL BE N/OVEN WIRE 6'MAXIMUM I�AESH OPENING. PARKING ���Z„ Z�� 8.. -
3.WHEN PNO SECTIONS OF FlLTER CLOTH A�JOIN EACH OTHERTHEV SHALL BE OVERLAPPE�BV SIX INCHES AND FOLDEO. SUBGRA�E-COMPACTE�TO LOT CO�APACTED GRA�/EL(T095°k
RLTER CLOTHE SHALL BE EITHER FILTER X,IdIRAFI 100X,STABILMKA T�40N,OR APPROVEO EQUNALENT. 90%STANDARD PROCTOR STD.PROCTOR)NYSDOT SECT.
STANDARD �304 SUBBASE TYPE 2
4.PREFABRICATE�UNITSSHALLBEGEOFAB,ENVIROFENCEORAPPROVEDEQUNALENT. �_�/y� 3^ �2^
5.MAINTENANCE SHALL BE PERFORMED AS NEE�E�AND MATERIAL REMOVED NJHEN"BULGES"DEVELOP IN THE SILT FENCE ROADWAY
6.RLTER FABRIC SHALL BE ON THE NVS�OT APPROVED�AATERIAL LIST FOR SILT FENCE,UNSUPPORTE�12PA POST SPACING.
CO�APACTED OR UNDISTURBED
2 SILT FENCE ASPHALT PAVEMENT s• ,� s�� sue�R�oe�Tosoi sro.
Scale:NTS Max� 7 NOTE: PROCTOR)
Scale�.NTS EXP4NSION JOINTS SPACED ALONG CURB 10'O.C.MAX.
�� LL � � � CONCRETE CURB
` W W W �` W W CITVOFSARATOGASPRMGS .I
4 � � 4 � � � � � BROOM FINISH PERPENDICULAR CONCRETE SPECIFICATIONS OF THE PLANNING BOAkD I� Scele:NTS
W W W W W W W W W W W W �TOWALK
' ' ' ` ' ' ' ' ' ' ' ' ' 4"CONCRETE-SEE THESEGENERALCONCRETESPECIFlCATIONSSHALLAPPLYTOALL
� � � � � � �CONCRETESPECIFICATIONS CONCRETEWORKI`ATHINTHECITVOFSARATOGASPRINGS
MSTALLED WITHIN A CITY RIGHTAF-WAY�UJDIOR WITHIN THE
! 6"X 6"NO 6 WOVEN WIRE 4PPROVAL AUTHORITV MINIMUM SPECIFICATIONS.
�MESH EXCEPT A.O.B.E.
6"GRANULARSUBBASECOURSENYS 4�LCONCRETETHATM4YCOMEMCONTACTWITHDEICING NOTES:
NOTES'. CHEMICALS SHALL MEET OR EXCEE�THESE 1. CROSSN/ALK TO MEET DRNE EDGE AT FLUSH CURB.
. ` DOT SECT.304,TYPE 4 COMPACTED 2 CROSSN/ALK PAVEMENT MARKINGS SHALL BE
�T095%STANDAR�PROCTOR CONCRETESHALLBEONLYPORTLANDCEMENTCONCRETE REFLECiIVEPREFORMEDPERMANENTPAVEMENT
1. AREA CHOSEN FOR STOCKPILMG OPERATIONS SHALL BE DRY AN�STABLE.LOCATION SH4LL BE APPROVED BY THE AIR-ENTRAINE�OF DURABLE MATERIALS AND SHALL HAVE(1�A LOIN MARKING TAPE OR EPDXY PAVEMENT MARKING PAINT WITH
OI�MER'SREPRESENTATIVEPRIORTOINITIATINGWORK. SUBGRADECOMPACTEDTO �iypTER-CEMENTR4TI0(MAXII�AUI�A0.46),(2)ASLUMPOF4INCHESOR
2.MAXIMUMSLOPEOFSTOCKPILESHALLBE2'.1.MAXIM1IUWHEIGHTSHALLBE12FEET. 90%STANDARDPROCTOR REFLECiIVESPHERESAPPLIEDTOTHEN/ETPAINTPER
3.EACH PILE SHALL BE SURROUNOE�WITH EITHER SILT FENCING OR STRA�:VBALES,INSTALLEO PER CORRESPON�ING LESS,'(3)A CEMENT CONTENT OF 606 LB PER WBIC YARD OR NYSDOT SPEGFICATIONS.
MORE.(4)PROPER FINISHING AFTER BLEED 4VATER HAS
DETAIL EVAPORATED FROM THE SURF4CE,(5)ADEQUATE DRAINAGE WITH A -
4.A PERIMETER DIKEISWALE SHALL BE LOCATED UPSLOPE OF THE TOPSOIL STOCKPILE SLOPE OF 1IB INCH PER LINEAR FODT OR MORE,(6)A MINIIAUTA OF 7 � P,-o�eciTitle:
3 TEMPORARY STOCKPILE NOTES �AVS�AOISTCURINGATDRABOVESODEGREESF(7)AMINIMl1M
EXPANSION JOINT SPAGNG-20'-25'O.C. COMPRESSNE STRENGTH OF 4000 P51 AT 28 DAYS,AND(8)A EXCe I S I O Y
SCale:NTS CONTROL JOINT SPACING-5'O.C. MINIMUM 30-DAV DRVING PERIOD AFTER MOIST CURING IF
8'MIN. CONCRETE NOMINALCROSSSLOPE-118"T0114"PERFOOT(MAX.SLOPE1�.SOTVP.) CONCRETEISPLACE�INTHEFALLANDIVILLBEEXPOSE�TO Apartments
N/ASHOUT SIGN TOWARDS STREET OR A.O.B.E.MAX.SLOPE ALONG THE LENGTH OF THE FREEZE-THAW CYCLES AND DEICERS WHEN S4TURATED.THE -
CONCRETE N/ALK SHOULD NOT EXCEED'1:12 CONSTRUCTION JOINT DETAILS TO BE EXACT LENGTH OF TIPAE FOR SUFFlCIENT ORVING TO TAKE PLACE
WASHOl1T SUBMITTEDANDAPPROVEDBYCITYENGINEERSIDE��lALK�NIDTHTOBES' MAYVARYWITHCLIM4TEAND�NEATHERCONDITIONS. EXC2IS�IOfAVEIIUE
STAPLESj2PERBALE) N/OODORMETAL MIN.ORASORDEREDBYCIiYENGINEER PEDESTRIAN CROSSWALK SaratogaSprings,NY12866
O O O O O STRAN/BALE STAKES(2 PER BALE) TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN�EFINED
TYPE 1 SHALL COMPLY VVITH THE APPLICABLE SPEGFlCATIONS OF THE �� Scale:NTS
10 MIL PLASTIC TYPICAL PEDESTRIAN TRAFFIC LOADING "NEIV YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD DETAIL 1
e e LINING SPECIFICATIONS CONSTRUCTION AN�MATERIALS",1985.
a ��
0 o GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDE�NALKS WITHIN aNY CLARIFICATION,REVISIONS,MODIFICATIONS THERETO SHALL
ONLY BE IdA�E SUBJECT TO APPROVAL OF THE CITV OF SARATOGA � �_�����L�
z� SARATOGA SPRMGS RIGHT OF WAYS: SPRINGS PLANNMG BOARD. �O OO��O�O�O OO �1 O
0 0 1.)SIDEWALKS IAUST BE PLACED IN THE PUBLIC RIGHT OF N/4Y AT THE '4 Sl1PER PLASTIqZER MAY BE 11SE�TO INCREASE SLUMP AN�
������� `
PROPERiV LME. 4VORKABILITV N/1THOUT INCREASING THE 4VATER-CEMENT RATIO. o OO OO�O�O�O OO 10/16"�HOLE THROUGH
NOTE: 2.)SI�EIVALKS MUST NOT�ROP�OWN WHEN CROSSING A DRIVEWAY. EMBEDMENT FLANGES
� 10 MIL PLASTIC 3.)SIDEIVALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. o O o o O o o �
LINING 1. �fJASHOUT AREA SHALL BE SIZED BY THE B O O O O O O O B� (2 PER FL4NGE)
STRAN/BALESSTAKED CONTRACTORTOADEQUATELYCONTAIN O O O O O O O SECTIONA-A �DOME
O O O O O INTOGROUNO CONCRETECLEANOUT. DOME
2. T"E""'"'"'�"'S'ZES"""BEBFEETBY$ CONCRETE PAVEMENT o 0 0 0 0 0 0 ��_�-�__
FEET AT THE BOTTOM AND 2 FEET DEEP. O o 0 0 0 0 o r���6--�
V 0�����
� CONCRETE WASHOUT S`a�e"TS
A A
y 1'-0" p,o�ect No.: zozooa�
Scale:NTS WLET GRATE 10116"�HOLE THROUGH
NOTES: INTERNAL EMBEDIJ�ENT oesign: oRC
PROPOSEDPAVING EXISTINGPAVINGTOREMAIN EMBEDMENTFLANGES(2
1. AT A MINIMUM,THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH PLAN-TILE FLANGE AT 3"C,C PER FLANGE) ora.�,��. Kac cn�k�a� oRc
OF 120 LBS..A MINIMUM BURST STRENGTH OF 200 PSI,AND A MINIMUM Da�e: io/ia/�o]o;cale�. NTS
TRAPEZOIDAL TEAR STRENGTH OF 50 LBS.FlLTER BAGS SHALL BE CAPABLE OF KEYE�PAVEMENT TO BE FLUSH�NITH SECTION B-B
PROPOSEDTOP �Z" EXISTINGPAVEMENiTOREMAIN
TRAPPING ALL PARTICLES NOT PASSING A N0.40 SIEVE. COURSE acv: ocscripiio�,� o��c�
STEEL FRAME FOR Z.INLET FILTER BAGS SHALL BE INSPECTEO ON A WEEKLY BASIS AND AFTER EACH PROPOSED BIN�ER 1 112"MINIMUM DEEP KEY INTO
RUNOFF EVENT.BAGS SHALL BE EMPTIED AND RINSE�OR REPLACED VVHEN NOTES', i To.�enhouse Removal i/2i/]o]]
BAG REIJ�OVAL FROM COURSE � EXISTING PAVENIENi
INLET HALF FULL OR VVHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE � 1.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS
FLOODING OR BVPASSMG THE INLET.DAMAGED OR CLOGGED 6AGS SHALL BE / TACK COATTD BE APPLIE�TO U SPEGFICATIONS.
_ � EXISTINGPAVENIENiBEFORE
REPLACEO.ASUPPLYSHALLBEMAINTAINEDONSITEFORREPLACEMENTOF / / 2DONOTSCALEDRAWINGS.
_ �, BAGS.ALL NEEDED REPAIRS SHALL BE INIiIATED IMMEDIATELY AFTER THE / // ///�j/ OVEI2LAY 3.FOR CUSTOM SIZING CONTACT MANUFACTURER.
INSPECTION.DISPOSE OF ACCUMULATEO SEDIMENT AS�NELL AS ALL USED � � 4.CONTRACTORS NOTE:FOR PRO�UCT AND COMPANY INFORMATION VISIT
BAGS ACCORDING i0 THE PLAN NOTES. \ NM/W.CAD DETAILS.COM/WFOIREFRENCE NUMBER 681-001A.
SEE ASPHALT � � EXISTING BASE I�AATERIAL U
PAVEMENTDETAIL J O O .� . urtEi ��.�szs.�szs
4 uri<�i iwwsrmornacon 02wingTil/e
- oETAi�i Tactile Systems
� � ���oh,PA�TEoS�B�R�oE 13 DETECTABLE WARNING Site Details
� Planning Board#
� NOTE 20200735&20200736
�
_ -- THIS DETAIL IS FOR NEN/BITUI�AINOUS
PAVEMENT ADJACENT TO EXISTING D;awi;iy No.
Aooroval
� ISOMEiRIC VIEW INSTALLATION DETAIL BITUMINOUS PAVEMENT TO REMAIN.
__ Approved under authoriy of a resolutian adopfed
�� PAVEMENT KEY by ihe Planning Boara of fhChoirpers n�rafoga Springs. L_6.0
INLET PROTECTION-FINISHED PAVED AREAS 9 S�a,e:NTs Date Signed
a h LL 5 5�a�e:NT5
"NO PARKING"SIGN TO MEET ANSI ST�S.(12X18"NIIN.SIZE) 3 3 VAN ACCESSIBLE SIGN TO MEET AN51 �� ■-
CENTERED ON SPACE UNLESS OTHERWISE SHO�NN,L-6.1 LE.1 STDS.SIGN SHALL NOT BE OBSCURED 1-i12"NOMINAL DIAMEiER SCHEDl1LE o� NOTES: �n
BY A VEHICLE IN THIS SPACE. 80 STAINLESS STEEL PIPE,TYP. �,_�„ CAST ALUMINUM FlNI4L AND ROOF �`
� (SIGN A)� 1. INSTALLATION OF DECORATINE LIGHTS SHALL BE SAME FINISH AS POLE
2'E" 11'-0" 2'6" q'-p" COORDINATED\NITHTHECITYELECTRICIANAN� The LA GROUP
MAX POST SPACING,TYP. -�� DEPARTWENT OF PUBLIC�NORKS.(USE 120V POWER) 4ARC22T5-f4DL03 LED:64�VATT 2200 COLOR
�_ - ,o„ TEMPERATURE,TVPE 5 DISTRIBUTION,120-277 �anaacape nrchirecmre eEngineering a.c.
2. THE OWNER I DEVELOPER IS RESPONSIBLE FOR VOLT DIhIMABLE DRIVER
4"WIDE PARKING %"WEEP LOCATEO ON THE TVPE 1 WELD,TVP. PAYING CONNECTION CHARGES FROM NATIONAL GRI�. P ple.Parposs.Plue.
LINES UNDERSIDE OF EACH RAIL. I THE qTYOF SARATOGA SPRINGS TAKES OVERTHE ACRVLIC ACORN LENS 40 LongAlley p:518-587-8100
12"OFFSET FROM EACH SIDE RZ,� . LIGHT ONCE CONNECTED. Sarato 5 s 518-587-0180
� � � � OF RNL POST,TYP. � _ ST N/IST LOCK FITTER ga pring f
(PROVIDE SMOOTH �� QQ D[Y 12866 www.ihelagraup.com
TRANSITION) I 3. ELECTRIC SERVICE:SWEEPS AT CONCRETE BASES AND
BEN/EEN BASES USE 7'SCHEDULE 40 PVC DRNER COMP4RTMENT
� � � . NON-METALLICCONDUIT.UNLESSUNDERDRNEWAYS Unautnorizedalteranonoracdition:otns
� I FINISHEDGRADE-CONCRETE - 4VHERESCHEDULE80PVCISREQUIRED.FORINIRE'. ELECTRONICPHOTOCELL documert'�saviolationotsectionn_o9ofihe
� (STREET SIDE) New Vork 5-ace Educaclon Law.
PAVEAIENT;SEE PLANS FOR THHN COPPER STRAN�ED Nl1M6ER 6 COLORED RED,
JOINTING WFORNIATION WHITE,AND GREEN.LIGHTS ARE NIIRED 120 VOLTS.
4"-3"DIA.TAPERED POLE,.125 WALL
PROVI�E A SEPARATE HANDHOLE,SYNERTECH cc tne�n�,o�p zoi�
ANSI � THICKNESS,6063-T6 STRUCTURAL GRADE
STANDARD SYN121212HH02,TO BE OWNED BY THE CITY FOR THE ALUMINUAI,POLE WELDED FOR SINGLE UNIT
ACCESSBLE - DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE
SYMBOL OR BOX ATTHE BEGINNING OF SERVICE.PROVI�E AND CONSTRUCTION,BLACK FINISH Preuaredtcr
- --- INSTALL(1)5/BINCHCOPPERGROUNDRODIN _ BeaC�n
_ HANDHOLE.�A/IRE AN�CON�UIT FROM HAN�HOLE TO
� I I POLEORBOXPERNATIONALGRID'SSTANDAR�S.IF Communities,LLC
---CO'nE DRILL FOR HANDRAIL POST AND SET IN NON-SHRINK CONNECTING ONLY ONE LIGHT PROVIDE UVATERTIGHT
e'-0"TYP. e'-0"TYP. NO-PARKMG STRIP PAINTED ACCESS DOOR
WITH 4"DIAGON 4L LINES EPDXY GROUi V'JITH�"SEALANT,FINISH TO DRAIN. FUSEHOLDER,FERRAZ SHAWMUT FE&21-21 1 P 600V
CONCRETE CATALOG Nl1MBER: 54 Stdt2 StYEEt,SUit2 802
NOTES: PAVEMENT WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ PT-�650SRLED-ST-4AR22T5- Alban NY 12207
1. MAXIMUM SLOPE WITHIN ACCESSIBLE PARWNG ANDIOR STRIPED AREA RAMP LANDING FSBi IN HANDHOLE FOR FUSING THE POWER 4VIRE.IF MDL03-A-PEGd214T4/BK y
SHALL NOT EXCEED 1�.50(2%) MAX.SLOPE 2 k CONNECTING NIORE THAN ONE LIGHT PUT A 30 ANIP
REFER TO GRA�ING PLAN FOR SLOPE OO�
2. PROVIDE 1 ACCESSIBLE SPACE IN EVERY 25 PARKING SPACES UP TO 100,1 FUSE IN W4TERTIGHT Fl1SEHOLDER IN HANDHOLE AND 17"DIA.BASE N/ITH 0.750"FLOORTHICKNE55,
HANDICAPSPACEINEVERYSPACESOVER100.(ASPERN.Y.S.BLDG.CODE). ACCESSIBLE RAMP WITH HANDRAIL PROVIDESEPARATEFUSEHOLDERS,BUSSM1I4NHEB-AA FOURANCHORBOLTSANDONEGROUNDSTUD.
FUSEHOLDER�PJITH 5 AMP FUSE,IN BASE OF EACH
LAMP.RUN#12 THHN COPPER(RED,WHITE AND
� ACCESSIBLE PARKWG LAYOUT Scale:NTS GREEN)FROMBASETOTOPOFLIGHT.USEPOLARIS q"CHAMFER
Scale:NTS CONNECTORS FOR CONNECTIONS IN H4NDHOLE 4ND IN
�•_5" BASE OF LIGHTS.THE LIGHT IS TO BE MOUNTED FINISHED GRADE
DIRECTLY INTO CONCRETE BASE USING FENDER
� 4VASHERS,2 INCH OD 1Y2 INCH ID AND 1/81NCH = ZINC PLATED ANCHOR BOLT
� THICKNE55,AND LOCK N/ASHERS, 4SSEM8LY PER MANUF4CTURER'S
NOTES: RECOI�IMENDATION
ALL PAINT TO BE COLOR 6 W E AND AS SPECIFIED _ 2"PVC SCHEDULE 40
17"DIA.BASE,iTDIA BOLT NO DIRECT BURIAL
s��Qo �s,, THE NEN/SYMBOL�OES NOT MATCH THE HISTORICAL ADA � CIRCLE,DIAMOND PATTERN, GROUND ROD PER N.E.C.
STANDARDS,BUT SLIGHT VARIATIONS ON THE HISTORICAL FOl1R'q'x 18"ANCHOR BOLTS
SYMBOL ARE PERMISSIBLE UNDERSECTION 103 NIHEREAS � 4000 P51 CONCRETE BASE��'/ITH
�Q�a THE SYM80L CLEARLY DISPLAYS AN/HEELCHAIR AN❑ _ SONOTUBE FIBER FROM 20"DIA.
Y SIGNIFIES ACCESSIBILITY. � �I
>o,.
uNoisruReEo sueca�oE oR
COMPACTEDT090%STANDARD
ry� F.G.CONC. PROCTOR
HAND RAIL I SI�EWALK �Q�
�_o; '2��'NP.�o DECORATNE STREET LIGHT
, 8
Scale:NTS
CHEEKU/ALL �� � , 9"BOLTCIRCLEREQUIRED,SETTO
, � NIANUFACTURER'S TEMPLATE.
,� I R7, e� � - I� a° 'vVASH TREA�TO LIGHT POLE AS PER LIGHTING POURED CONCRETE B45E,300D PSI
�rt F.G.CONC.SIDEN/4LK P �a DRAIN�114"/FT.,NP. SCHEDULE ANO SPECIFICATIONS.� CONCRETE,RUBBED FINISH.
P.�a'�
3/4 x 32 x 4 GALVANIZED STEEL BOLTS AS
_ - . CONC.STAIR 1"CHAMFER PER�AANFGS_SPECS.,4 REQ'D.
FOOTING, REMOVE SONOTUBE TO A
2 ACCESSIBLE SYMBOL � o i a TYP' FINISHEDGRADE MINIMUMDEPTHOF6"BELOH/
��''' 6 II I� PROPOSEDFINISHEDGRADE.
SCale:NTS SEE� TE� LETTER APPROX.SI2E M.U.T.C.D. 6 e�4 e
SIZE TYPE aF SIGN N0. �� � ��
SEE NOTES FOR THICKENE� da
SPECIFIC4TIONS EDGE,TYP.
A � SEE 12'k18" P46C i g -_ -r�COMPACTEDSUB-GRADE.
� Id.U.T.C.�. 1.5 S.F. �� a j a��/ // ��a� �I I I�:
p I li CONDUIT,SEE SPEGFICATIONS.
� = II II
12"
SEE 30'k30" j II III_:I I 1`/P.
W STOP M.u.r.c.o. s.zsaF. R'-'c I -
C I 2-0 DIA v iecir�fe:
o� °j
GALVANRED POST& Exc e I s i o r
0o NaT R3-15C
� GROUNDING ROD,14'
N BREAKAWAY HARDWARE SEE 30'k30"
o O M.u.T.C.D. 625SF. LONG,TYPIC4L Apartments
APPROVED BY CITY EN7Ep a .
TRAFFlC DEPARTNIENT
6 CONCRETE STAIRS � LIGHT POLE BASE '^^o�NT�N�HE��HTSHa��gE,^'
Excels�ior Avenue
�� � Scale:nrs Saratoga Springs,NY 12866
, ' scale:NTs
w PED. SEE 30'k30" WS-1C
� CROSSING IA.U.T.C.D.
E SYMBOL 6.25 S.F.
r� BASE POST DRNEN INTO LIGHT AS PER LIGHTING SCHEDULE AND
GROUND(CONCRETE SPEqFICATIONS
SHALL NOT BE USED)
�Z
F MYPARKING 12'k18" K-8559
SIGN.COM 1.SS.F.
ELEVATION
NOTES:
ROUND POLE
1. ALL TRAFFlC CONTROL DEVICES ARE GOVERNED BY THE MOST -
CURRENTVERSIONOFTHENYSMANUALOFUNIFORMTRAFFlC PN� a�
CONTROL DEVICES AND THE NVSDOT STANDAR�SHEEiS AND ARE SEE 12'k18" ;(-R7-1 �z
G - HAND HOLE 3"X 5",
SUBJECT TO REVIEU/BY THE TRAFFIC DEPARTMENT PRIOR TO Id.U.T.CA. 1.5 S.F.
FINAL PLANNING BOAR�APPROVAL PHYSICAL LIMITATIONS iT'ABOVE BASE COVER
ANDIOR VISI8ILITY CONSIDERATIONS WAY REQUIRE SPECIAL BOLLARD LIGHi AS PER LIGHTING
CONSTRUCTION IJ�ETHODS AS DETERMINED IN THE FIELD. SCHE�ULE AND SPECS - POLE BASE AND BASE
2. POST TYPE,SIZE AND NUMBER ARE BASED ON SIGN AREA AND SEE 12'k6" X-R7-BA I COVER FOR POLE
MOUNTING HEIGHT. H Id.U.T.C.D. 0.5 S.F. � ANCHOR BOLTS AN�MOUNTING PLATE P�o�eci Nc.: zozoo3�
3. ALL STOP SIGN AND N/ARNING SIGN FACING SHALL BE AS O FACE OF I PER MANUFACTURER REQUIREMENTS
M4NUFACTURED BY 3M OR APPROVED E�UAL AND SHALL MEET CURB oes�gn: oRc
THE LATEST RETROREFLECTNITY REQUIRENIENTS. RNISHED GRADE ora.�,��. Kac cn�k�a� oRc
NOTE:O�A/NERTO APPROVE LOCATIONS PRIORTO INSTALLATION. �4" FINISH GRADE,SEE PLANS.TOP OF
SCHEDULE ryp �FOUND4TION 1"MAX.ABOVE FINISH Da�e: io/ia/�o]o;cale�. NTS
SIGN SCHEDULE GRADEINPL4NTEDARE45. `,/� 9 piion
3 Rav_ Descri Datc'
Scale:NTS %� ���CONCRETEPOLEBASE i RevisedPerctyComments 4/i4/�o�i
#5 X 30"REBAR 4'O.C.AT CORNERS 2 To�anhouse Removal i/2i/2o22
OFJOINTS.STAGGERANDOVERLAP 3 ue�eisedverClt�Com a/i3/]0]]
: TIMBERSATCORNERS. RUBBERPLAYGROUND - -- 4000PSIREINFORCEDCONCRETE
_ TILES - FOUNDATION.PROVIDE(4)q4 VERTICAL
- -- BARS EVENLY SPACED AND#3 HORIZ.
y CHANIFER BOTH EDGES
_ BARS 12'O.C..2"MIN COVER 4LL SIDES.
4'LONG 4"X 4"VERTICAL BRACE -
TIMBERS.PROVIDE CHAMFER ON� ,
TOP 3 SIDES.SCREN/TO ' _-
- HORIZONTAL TIMBERS 20'O.C.MAX. �� '�'''� � �/� oawing riNe
„ AND AT CORNERS,.. . "��„ ` �/�11//�� ELECTRICAL CONOUIT,SEE SPECS
� �" �I=' `�
II N i. 6 COMPACTEDSl1BBASE �� � LIGHT POLE
q �I I I I GROl1NDING ROD(IF REQ'D),SEE �V Scale:NTS
� (2)6"X6"TIMBERSASSPECIFIED � I I I�II SPECS Site Details
y I�_� Planning Board#
� SUOBGR4DED OR UNDISTURBED
° °°""P"�TS�B�R"°E�"°ER "' '-° 20200735&20200736
�y TIMBERS = I--II'�'�-- FlLTERFABRIC
= NOTE: II D;awi;iy No.
_ 1.STAKEOUT LAYOUT OF EQIIIPMENT
e II SCARIFY SUBGRA�E TO MIN 4"
Aooroval
AND SURFACING FOR O�:VNER II OEPTH PRIOR TO PLACMG FABRIC
_- APPRONALPRIORTOINSTALLATION. � Appfoved ufldef authoriy of 0 fesolu�iafl Odopfed I
�'�� BOLLARD LIGHT by ihe Planning Boara of fhe Ciry of Sarafoga Springs. L-6.1
- PLAYGROUND SURFACE AND EDGING 7 Choirperson
4 Scale�.NTS Dafe Signed
ah= Scale:NTS
1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDAR�FOR NURSERY STOCK
PUBLISHED BY THE ANIERICAN ASSOCIATION OF NURSERYMEN,INC.PROVI�E�l1ALITY,SIZE,GENUS,SPEGES,VARIETY OF TREES AND �
Q SPACE SHRUeS AS INDICATED SHRUBS INDICATED.AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREWENTS OF 4NSI Z60.1"AMERICAN STANDARO FOR NURSERY A
�l I,� GALV.TURNBUCKLE>i PER CABLE � ON PLANS STOCK."ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDIilONS SIMILAR TO THOSE IN THE LOC4LITY OF THE PROJECT. ��
f I{
v � /�� CONTRACTOR RESPON516LE FOR KEEPING ro�'�' "� 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. T�l.LA GROU P
��� iREE PLUM1IB.IF STAKING,INSTALL 2"X2" � �� RELATIONSHIP TO FINISH TAKE CALIPER MEASl1REMENTS 6 INCHES ABOVE GROUND FOR TREES UP T04-INCH CALIPER SIZE,MEASURE MAIN BODY OF TREE OR SHRUB
\\� `% � SQ.OR 3"DIA.HARD OR SOFT N/OOD �w GRADE AS IT BORE TO FOR HEIGHT AND SPREAD;DO NOT MEASURE BRANCHES OR ROOTS TIP-TO-TIP. �anaacape nrchirecmre eEngineering a.c.
�. `/ C/ STAKES,IN ACCORDANCE VVITH THE � � PREVIOUS EXISTMG GRADE
/%' SPECIFICATIONS.(3)STAKES REQUIRED C,,.�y(j��"`� 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED.PLANTS SHALL BE p p���+'poss.Plue.
FORTREES GRE4TER THAN 2"CAL ;o � `� p 3"DEPTH SHRED�ED BARK PRE�All1M QUALITY,APPEAR'FULL',OR'HEAW'WITHIN THEIR CONTAINER,AND 8E REPRESENTATNE OF THE CONTAINER SIZE SPECIFIED. 40 LongAlley p:518-587-8100
,�� �� I� / MULCH;PULL AWAY FROM PLANTS�EEMED TO BE SUBSTANDARD IN SIZE BYTHE LANDSCAPE ARCHITECTN/ILL BE REJECTED. Saratoga Springs f 518-587-0180
°Sf ROOT FLARE. D[Y 12866 www.ihelagraup.com
\J� `� ,� / ' � 4. ALL NEVV PLANTS TO BE BALLED AND BURLAPPED OR CONTAWER GROWN UNLE55 OiHERWISE NOTED ON PLANT LIST.
1/ i 5. TREES SHOULD BE FRESHLY OUG DURING THE SEASON OF PLANTING,MARCH iST TO MAY iST FOR SPRING PLANTING AND OCTOBER 15TH TO Unautnorized alteration oracdition:otn s
�� NEATLY WRAP ALL DECIDUOUS TRUNKS CUT AND RENIOVE BURLAP DECEMBER 15TH FOR FALL PLANTING.PLANTS KNONIN AS FALL�IG HAZARDS SHALL BE Dl1G IN THE SPRING ONLY. documert'�saviolationotsectionn_o9ofihe
i0 A HEIGHT OF THE SECOND LOV'JEST FROM TOP 1/3 OF ROOT BALL NewVork 5:ace Educacion Law.
- ' BRANCH(FALL PLANTING ONLY) �
/'� - PLANTSHRUBSINCONTINUOUS 6. THECONTRACTORSHALLSUPPLYALLNEWPLANTMATERIALINQUANTITIESSUFFICIENTTOCOMPLETETHEPLANTINGSHOWNONTHE
^��` � z BEDOFSPECIFIEDPLANTING DRAN/INGS. cetne�n��o�pzoi�
�� ROOT FLARE SHALL BEARSAME `O� SOIL
RELATIONSHIP TO FINISH GRADE AS IT 7.IN GENERAL.PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED.IF SPECIFIEO MATERIAL IS NOT OBTAINABLE,CONTRACTOR SHALL Preuared tcr
y � / BORE TO EXISTING GRADE IN THE UNDISTURBED SUBGRADE SUBMIT PROOF OF NON-AVAILABILITY TO LANDSC4PE ARCHITECT ALONG N/ITH PROPOSED SUBSTITUTION.ANY PROPOSED SUBSTITUTIONS OF '
NURSERY � PLANT SPEqES SHALL BE MA�E WITH PLANTS OF EQUN4LENT OVERALL FORM,HEIGHT,SIZE,BRANCHING HA61T,FL04VER.LEAF,COLOR, BeaCOI�
�.` 12" FRUIT AND CULTURE,4ND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT.
� 3"DEPTHSHRE��EDBARKMULCH;PULL MIN. ��mmun�t�e$�LLC
AN/AY FRONI TRUNK. 8. THE LANDSCAPE ARCHITECT RET4INS THE RIGHT TO INSPECT TREES AN�SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEWS,
CUT ROPE SURROUN�ING BOTTOM OF INSECTS,INJURIES AND LATENT DEFECTS,AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANYTIME DURING PROGRESS OF 54 State StYeet,Suite 802
iREE TRl1NK AFTER BACKFlLLING Bl1T S H RU B P LAN TI N G WORK.CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. Albany,NY 12207
BEFORE MULCHING.�0 NOT REMOVE ��
BURLAP. J Scale:NTS 9. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANiING AND SHALL REPORT ANY CONFLICTS TO THE
3"HT.PLANiING SOIL SAUCER, pRM 2��4-329 0 0 n�0 LANDSCAPE ARCHITECT.
E' ��COMPACTED
/ 10.THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSE�PLANT NIATERIAL AND PLANT BEDS FOR APPROVAL BV THE LANDSCAPE
._,.._,...._.. � ...../l":...� _'............ + + I Pll INPW[F��0-GIIM'IFK.IN YOISd USP [�siot p 51on
VICI�OI�SIQI�IPy��I�C� �«oon65f&�oo-fAunlu�29-�SN �a ARCHITECTPRIORTOTHECOMMENCEMENTOFPLANTING.
:
____-----PLANTING SOIL AS SPECIFIED W[B Sn[��nitpvnvvw.�norsloneY�m� P6 I OF I '"�°" d
L. . �ostener��re��
CP�O�e orinent VIEWS 8 11.INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE NO TREES SHALL BE
45� _----6"NATNESOIL�R�4INAGEMOUND, PRODUCT SPECIF�CATIDNS pRPWNC,�,B, REV,9/I/04 �'^e�e^r�d^a°°���� PLAMEDBEFOREACCEPTANCEOFROUGHGRADING.
MPACTED TO 92°,'a.(POORLY DRAINED �i,�e�i�o�a u,e�ie�e�,
SOILS ONLV) CLASSIC SERIES - � �o�oiea mumersur�mez. 12.CONTRACTOR SHALL PROVIDE LONG LASTING,SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES,SHRUBS AN�
�I -G--_'-��-_____ 1 � PERENNIALS.
' ��UNDISTURBEDSUBGRADE �"�� ��u:r�notenoi.�INdm�
Z�_p�� St�YI(IpYd 6 FOOt LPY19{I1 13.ALL PLANT BE�S SHALL RECENE THREE INCHES(3")OF SHREDDED BARK MULCH.NIULCH SHALL BE FREE FROM DELETERIOUS NIATERIALS AND
MIN. ?Y1CI SItP S�StPf15�SI�tS ui Po enlYSu�9�� �RCCYfA[� SUITABLE AS ATOP DRESSING OF TREES AND SHRUBS,CONSISTING OF�Ol1BLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER
us Pofenl Y57�1an C�i S[C710N HARDVVOOD OR SOFTWOOD SHREDDED BARK.SHREDDED BARK MULCH SHALL NOT EXCEED 3"IN GREATEST DIMENSION,AND SHALL BE DARK
DECI DU OUS TRE E PLANTI N G ror your�on�en�Pn�P and P�onoM�ih�s
�� eenm�sh�d t u eied FRONT VIEW 2nd S7iE aRowN iN co�orz.
� ppP p�r��y un�ssP� SYSiCMS�
Scale:NTS �
8'MAX.
pu rohncol�d mn onents ore steA snot- 14.PLANTS SH4LL 8E DE WERE�ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME.4LL PLANTS ARE SUBJECTED TO INSPECTION AT
�^l CEMER ON POSTS blosted.¢1rned,phosphotlzed,premoted Center-to-center d�istonces �Eip�� DELNERY BY THE LAN�SCAPE ARCHITECT I OWNER'S REPRESENTATNE.
}_ o�aeie�no�oi�u�Powae�-�ootee ,eoPP,o,��e I/NDEk VIEW
wnn��¢�ye:ie�Powde��m���B:. au sPednmt��o�o�e c�a��at�o������u'ra�a��e �s�o�o�e�mu�a
sueject to mange. �ron dl��erent rotes o�moi'�np� o:��ooa:ioi:o�ngwour� 15.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS�RAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT
9��� PERfPECII�E Pieose mntoct roctory LIST,THE PLANTING PLAN SHALL GOVERN.
1'/n"MONTAGE II RAIL ror demis 7�8'�7'soi'd sleei
center broce for 16.NI4INTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A M1IINIMUM 30-DAY MONITORING
�Z�Z'��' r pll dlnensions addttlonul su[port
(noninol)slotz e I Inmes� fIDE VIEW PERIOD AFTER NOTIFlCATION OF SUBSTANTIAL COMPLETION,AND UNTIL FlN4L ACCEPTANCE,WHICHEVER IS GREATER.MAINTENANCE
INCLUDES PRUNING,WEEDING,WATERING,FERTILIZATION,AN�RE-SEE�ING AS NECESSARY.
POST SIZE V4RIES WITH I
(SEE MONTAGE INDUSTR 17.PROTECT PLANTS FROM DAMAGE�UE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES.NIAINTAIN
VARIES POST-SIZING CHART) PROTECTION DURING INSTALLATION AND NIAINTENANCE PERIODS.TREAT,REPAIR,OR REPLACE DAMAGED PLANTINGS.
WITH
HEIGHT �Pnmorbons I-Sn6'➢'�onel�r
4 mt Rovided iubular sirel �8.UPON COMPLETION OF ALL PLANTING WORK,THE CONTRACTOR SHALL REQUEST IN WRITING TH4T THE LANDSCAPE ARCHIiECT FORMALLY
1"�16GA PICKET Slonie��lnc� �ross�ar eh� INSPECT THE PLANTING WORK.IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE,THE LANDSCAPE ARCHITECT WILL ISSUE A
y WRITTEN CERTIFICATE OF SUBSTANTIAL CO�IPLETION.
onoronrn Nr 7/8, Noie�.
hor boHs i���s not re�omenaea to iocote onrnor oons wtii 19.FOLLOWING THE ISSUANCE OF THE CERTIRCAiE OF SUBSTANTIAL COMPLETION TO THE CONTRACTOR,THE CONTRACTOR SHALL MAINTAIN
benm Is In do�e.PII Nctor Stonley,Irc.producis flnished grode �N�,,ryt�,pq THE PLANTS FOR THE MAINTENANCE PERIO�SPECIFIED IN THIS SECTION.
x�urlle lron rnsiings mne uHh nusi be�ernonert�ly offived io ihe pround ConsuH YKtor Stanley,7rr.
o I�year uormnty opolnst br¢olwpe� our mcoi codes ror re umt�ionc M Au F'�hts keserred 20.ACCEPTANCE STAN�AR�S AT END OF THE MAINTENANCE PERIOD:
20.1. PLANTS SHALL BE FREE OF FROST CR4CKS;SUN SCALD;DANIAGE DUE TO INSECTS,PESTS,AND DISEASE;STRUCTURAL DEFECTS;AND
DAMAGE RESULTING FRONI NIACHWERY OR TOOLS.ALL PLANTS REGARDLESS OF THE SEASON OF REVIEVV SHALL HAVE A MINIMUM OF 75
PERCENT HEALTHY,BALANCED BRANCHING STRUCTURE WITH A HEALTHV TERMINAL LEADER(S)WITH�/IABLE TERMINAL BUD�Sj.TREES
BRACKET OPTIONS SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING.
2 TYP' �� VICTOR STAN LEY BENCH(CITY STANDARD) ZQ.Z. LAWN 4REAS SHALL HAVE A HEALTHY,UNIFORNI STAND OF GRASS FREE OF WEEDS,SURFACE IRREGULARITIES,N/ITH COVERAGE
pI I 3/ryP pl I Y EXCEEDING 90°k OVER ANY 10 SQ.FT.AND BARE SPOTS NOT EXCEEDMG 5"X5"
Scale:NTS
21.IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE,THE LAN�SCAPE ARCHITECT�MLL ISSUE A�AIRITTEN CERTIFICATE OF FINAL
�� ACCEPTANCE TO THE CONTRACTOR.
= I I 15"fd 3,000 P51 CONCRETE FOOTING I I
� P JeciTitle:
"o p I I SLOPE TOP 114"/FT.ON ALL POSTS,TYP. p I I 22,GUARANTEE:CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALNE AND BE IN A HE4LTHY,VIGOROUS CONDITION FOR A
p p PERIODOFONEYEARAFTERFlNALACCEPTANCEOFPLANTINGWORK.AGAINSTDEFECTSINCLUDINGDEATHANDUNSATISFACTORYN/ORK. EXCeISIOY
�UNDISTURBEDSUBGRADE,NP. �19��8��
23.CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25°o DEAD OR,AS DETERMINED BY THE LAN�SCAPE ARCHITECT,ARE IN AN Apa rtm e nts
cowoER co.al-o e�acK s1EE� UNHEALTHY OR UNSIGHTLY CONDITION.CONTRACTOR SHALL BE4R THE COST OF COhIPLETE REPLACEMENT(5).REPLACEMENTS SHALL BE OF
FENCE PANEL eiKekacK,Mo�e�ain�aic.Nev THE SAWE SRE AND SPECIES AS SPECIFIED ON THE PLANTING LIST.
eE�son our000rs oa Excels�i or Aven ue
NOTE: �FPROVED EQlli\L
1.POSTSIZE DEPENDS ON FENCE HEIGHT AND WIND LOADS.SEE IAONTAGE INDUSTRIAL, - 24.GRASS SEED'.FRESH,CLEAN,DRY,NF�A/-CROP SEED COMPLYING WITH AOSA'S"RULES FORTESTING SEEDS"FOR PURITY AND GERMINATION Saratoga Springs,NY 12866
AMERISTaR FENCE PRoouCTs SPECIFlCATIONs FOR PoST SIZWG CHART allo DIMENSIONs. - TOLERANCES.PROVIDE SEE�MIXTURE COMPOSED OF SPECIES,PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY,GERMINATION,AND
2.THIRD&FOURTH RAIL OPTIONAL. I I arvslorv.iolNr NI4XIMUM PERCENTAGE OF WEED SEED,AS FOLLOWS:
3. AVAILABLE IN FLUSH BOTTOM. CONCRETEYVALK I
PROPORTION GERMINATION Pl1RITY
3"jLATCH CLEARANCE) 2"(HINGE CLEARANCE) = I i COMMON NAME BY WEIGHT MINIMUM MINIMUM
I I
��"� AMERISTAR STANDARD 1 1/2'MONTAGE PLUS RAIL �fi�acHoaaoo I CREEPING RED FESCUE 50% 85% 95%
LEAF WIDTHS OR CHEWINGS FESCl1E
CONCRETEFODTING
5��� �,r-�.r- coMPacrEo KENTUCKYBLUEGRASS 25% 65% 90%
� SuacRaoE
POST SIZE VARIES N/ITH HEIGHT PERENNIAL RYE 25% 90°k 90°k
NOTEs:
VARIES (SEEMONTAGEPLUSNDUSTRIAL 1.�/ERIF(�IM1IENSIONSOFBICVCLERHCK&STPKELCCATION
WITH � POST-SIZING CHART) PRroa ro slnar oF worlNc coNslRucrloN&INsra��arlov 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 EPdBEODEo ANCHORING PER UANUFACTURERS THE'USDA CLASSIFICATION SVSTEM'MAXIMUM CLAV CONTENT SHALL BE 10°h.iOPSOIL SHALL 8E FERTILE,FRIABLE SOIL FREE OF STONES
sPEciFicnrioNs LARGERTHAN ONE INCH IN ANY DIRECTION,LUMPS,PLANTS AN�THEIR ROOTS,DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMMED
' VARIES GATE UPRIGHT 1%"X 14 GA. BV THE ONINER'S REPRESENTATNE,AND TOXIC I�IATTER HARMFUL TO PLANT GRO��RH, Prqett Nc.: 202001�
WITH
HEIGHT oesign: oRC
� �� BICYCLE RACK roPsoi�sPEaFicnnoN: o,a,,,� Ka� �„kd oR�
J
Scale:NTS oa�e: io/ia/�o�o;cale�. nTs
GRADATION'.
Rav_ Description' Datc'
� 314"X14 GA PICKET SIEVE°h PASSING BY WEIGHT CHEMICAL ANALYSIS i To.�enhouse Removal i/2i/]o]]
MIN.MAX. 2 rzevlsedaerClryCommem a/i3/2o22
#10 100 PH RANGE 52-7.0
2"TYP� #20 78 95 ORGANIC MATTER 4°k-696
= 5'-6"
3���NP� 4 tl40 67 87 MAGNESIUI�I 35LB.PERAC
�I I e �1 I" 4VELDONBOXHINGE �Y-�-�
I I q60 48 78 PHOSPHORUS 75LB/AC
_ �z I I a I i e r�� #100 40 75 POTASSIUM 85L6/AC
M o #200 28 63 SOLUBLE SALTS NOT TO EXCEE�500 PPM
a 'I I J I° #270 22 55
I ��Z PLANTING NOTES oaW,9T tle
a I I � g_p^ �p„ �
LJ
5=a�e NTs Site Details
� °B�'°�E SE°T'°" Planning Board#
q SINGLE GATE ARRANGEMENT
y "°TE 20200735&20200736
,� 1. POSTSIZE�EPENDSONFENCEHEIGHT,IVEIGHTANDWINDLOADS.SEE NOTES'.
MONTAGE PLUS POST SRING CHART. 1,ANCHORED 8Y(21 3/4"STEEL RODS,18"LONG
` 2.SEE AMERISTAR GATE TABLE FOR STANDARD OUT TO OUTS.CUSTOM GATE 2.REINFORCED BY 4318"DEFORMED#3 BARS D;awi;iy No.
° OPENINGS AVAILABLE FOR SPECIAL OUT TO OUT'LEAF N/1DTH5. Aooroval
3. ADDITIONAL STVLES OF GATE HARDWARE ARE AVAILABLE UPON RE�UEST. 3.WEIGHT,APPROX.275 LBS.
Approved under authoriy of a resolutian adopfed I
-__ THISCOULOCHANGETHELEAFBHWGECLEARANCE. by ihe Planning Boara of fhe Ciry of Sarafoga Spring5. L-6.2
"'" 4.FOURTHRAILOPTIONAL.
STEEL FENCE AND GATE CONCRETE WHEEL STOP Dafe Signed Choirperson
ahLL � 6
Scale:NTS Scale:NTS
2�_�,�
�SIDEWALK FINISHED GRADE CLEAR OP'NING CAST IRON MANHOLE FRAME AND COVER- /�
FINISHED GRADE CAMBELL#1016 OR EQUAL,TOP SURFACE I■�
� ` ,. `�' ;,,o o°�'�a��CHECKERE�AN�LABELED"SANIT4RYSEWER"
CURB . �-,. • � a 0 VENT HOLES AS �
ROADWAY - -------�-- ��� � � 8� �aOo�REQUIREDN(FRAOMETOBESETPARALLELTO
.__ ______ ______ ___________ ASREQDTOADJl15T CONE° A�'. � e �°� �CROSSANDLONGITUDNALSLOPEOF The LA GROUP
'— --- --- —----- TORNISHEDGRADE EXTENSIONS y. � ���j��/���f�/��pqVEMENTANDFLUSHIT01/4"BELOWF.G.) �anaacapenrch�recmreeEng�neenngac
USE PRECAST UNITS t ���.���;�
;i s t�%i�%i�✓��j�� v��rmyo,,rc�
i
`�1/jY/j��//� PRECAST CONCRETE GRADE RINGS
� 40 Lon Alle 518 587 8100
FINISHEDGRAD . , I � y//�//��\� 9"(MIN.)T07D"(MAXJNOCONCRETE 9 p�9 f
CURB BOX;MUELLER 5'-G"±MODEL �_ y\ Sarato S s 518 587 O180
\�\�Yti' BRICK SHIM COURSE6
H-10314 pN TURF)MODEL H-10334(IN � � � ECCENiRIC� /�� `� R�/��1���//��ij �.[Y 12866 wuvwihelaqraup.com
CONCRETE WALK)(SIZE AS REQUIRED � � . CONE _ "���N�' PRECAST CONCRETE SECTIONS-
� FOR 3/4"OR 1"SERVICE) � � SECTION °' y��j�j,,; 4,000 AT 28 DAYS,AIR-
� �,� y \�j\�i' ENTRAINE� do��mertz:a Itl c ts�tl'�o�n_o9ofine
- z CURB STOP;MUELLER OF2ISEAL MODEL REINFORCED PLASTIC NON-SLIP ��' Newvork 5 ac Ed �w.
� H-15209 CONIPRESSION,MODEL H-15219 � STEPS PER NYS�OT 725-0201 FOR SANITARY MANHOLE,JOINTS
3/4"COPPER TUeING � �
(TYPE K) _ (WIDRAIN)(SIZE AS REQUIRED FOR 3/4"OR = '�� o ���!� BUTYL SEALED ;�tne�n�roup zoi�
1"SERVICE) - o
FULL LENGTH OF PIPE � FOR SANITARY NIANHOLE,BOOT TYPE
RISER
CORPORATION STOP\VITH CENTERED ON SEN/ER LINE �� Preuaredtcr
COMPRESSION RTTING, TEMPORARY CAP OR PLUG AS NECESSARY � � FLEXIBLE MEMBRANE SLEEVE FOR
SECTION 5" ��
MUELLERH-1b0083/4" j\� 4'-0"I MIN' (SHOPDRAWINGS Eq'D)�NO.C-823
Beacon
3/4"MIN,SIZE TYPE K 1.)ALL MANHOLES TO BE PLACED IN � z����ER
ciacuMFeReNTi�� Communities,LLC
COPPERPIPE z ANYTRAFFICAREASSHALLMEET ��'FOOT- -- REINFORCEMENT0.12sq.In.PERLIN.
� AASHTOHS20-444VHEELLOADING — ' FT.MIN.
WATER LME REQUIREMENTS. v � �:,� 4000 P51 CONCRETE BENCHWALL FOR 54 Stdt2 StYEEt,SUit2 802
� ' �� I SANITARY WANHOLE A�bany,NY 12207
0 8"D.I.P , SANITARYSEWER � ,;• '''' ''''
N/ATER SOLID CONC. (GRAVITY OR FORCEMAIN) � '' ''
MAIN BEARING BLOCK OR OR STORM SEWER BOTTOM - ^� �� � ���: SIZE AND LOCATION OF PIPES
� "' ��`� ASSPECIFIED
C.L FOOT ��
TYPICAL WATER SERVICE CONNECTION xseeNore =seeNOTe seeTioN {• - - %������ $eRusHeosTONe-nioRaz
^n�� r„p a a�/��,NOMINALS2E
� ° V� V
Scale�.NTS �t� ��8�°i/y/�Y UNDISTURBEDSUBGRADEORADDITIONAL
o �"°�8� �� \� �� FOUNDATION STONE A.O,B.E.
, .�, - `��:�'�"',T�
"°TES: SANITARY MANHOLE �
6"SADDLE WITH STAINLESS (REFERENCE-RECOMMENDED STANDARDS FOR WATERN/ORKS,2012 EDITION"TEN STATE STANDARDS")
STEEL STRAP PER 45°OR 30°BEN�AS REQ'D � Scale:NTS �FINISHED GRADE
MANUFACTURERS 1. WHEN INSTALLED PARALLEL,ALL WATER AND SEWER LMES SHALL HAVE A MINIMUM SEPARATION OF 10',EDGE TO EDGE.IF MINIMUM CANNOT . . . .
RECOMWENDATION,ROMAC BE MAIN-TAWE�,WATER MAIN SHALL BE IN SEPARATE TRENCH ORON AN UN�ISTURBED EARTH SHELF TO ONE SIDE OF SE�NER.WITH BOTTOM � � �. �
INDUSTRIES,WC. OF VJATER MAIN 18"MINIMUM ABOVE TOP OF SEN/ER PIPE.N/HEN CROSSING,NIAINS SH4LL 8E INSTALLED TO INSURE 18"MINIhIUM VERTICAL . � . � . � � � . � � �� � � � � �
SEPARATION BETN/EEN PIPES,OUTSIDE TOOUTSIDE.'vVHERE N/4TER MAIN IS UNDERNEATH SE'vVER,ADEQUATE STRUCTURAL SUPPORT SHALL �
8"SEWER BE PROVIDED FOR iHE SE\�VER TO PREVENT DANIAGE TO INATER MAIN.N/HEN IT IS IMPOSSIBLE TO PROVI�E THE ABOVE NIINIMUMS,THE SEWER EXCAVATION,�
MAIN SE4`/ER L4TERAL SHALL 8E DESIGNEO 4N�CONSTRUCTED EQUAL TO�A/ATER PIPE,AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO
's BACKFILL,AND
O BACKFILLING. CO�IPACTION
SLOPE 2%WIN,(1/4"PER FOOT) REMOVE EXISTING END CAP AND
'E 2.PAR4LLELINSTALLAiION THRUSTBLOCK
45°OR 30°BEND 21. �A/ATER NIAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY OR STORI�I SEWER,
SEPTIC TANK,OR SUBSOIL TREATNIENT SYSTEI�I.THE DISTANCE SHALL BE MEASURED EDGE TO EDGE EXISTING�A/ATER SOLID SLEEVE M.J.COUPLING WITH
2.2. IN CASES 4VHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION,REVIEN/ING AUTHORITY MAY ALLOW DEVIATION ON A SERVICE RETAWER GLANDS PER CITY OF
� , .. . CASE-BY-CASE BASIS�IF SUPPORTED BY DATA FROM THE DESIGN ENGWEER. SAR4TOGA SPRINGS STANDARDS
�PIPEBEDDING NE4VD.I.P.'�A/ATERLINE
�����UNDISTURBEDSUB-GRADE 3.CROSSINGS
3.1. �A/ATER NIAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL OISTANCE OF 181NCHE5 BETWEEN THE OUTSI�E OF
., THE WATER MAIN AND THE OUTSIDE OF THE SEWER.THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELO�PJ THE
SEWER 4`JITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE THE SEWER.
, 3.2. AT CROSSINGS,ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO 80TH JOINTS�NILL BE AS FAR FROM THE SEWER AS POSSIBLE � .
� SPECI4L STRUCTURAL SUPPORT FOR THE WATER AND SFvVER PIPES MAY 8E REQUIRED. �
�'+��a5� CRUSHED STONE
i�,���'� PIPEBEDDING
2 CONNECTION TO EXISTING SEWER MAIN 5 UTILITY CROSSING DETAIL $ CONNECTION TO EXISTING WATER MAIN
Scale:NTS Scale:NTS Scale�NTS
#30 ROOFING FELT 4VATER NIAIN
8 THRUST BLOCK (OR SENIER
SAW-CUT EXIST.PVMT.IN TRUE LINE KEY PVMT.AS KEY EXIST.PVMT. � � GRADE FORCE MAIN)
SHON/N.TACK COAT EXPOSED EDGES OF EXIST.PVMT, �
PRIOR TO PLACEI�IENT OF NEVV PVMT. �T' ;
ITEM DEPTH MATERIAL METHOD OF -=� �;� CONCRETE THRUST 2'£"MIN.
LAWNRESTORATION PVMT.RESTORATION PLACEMENT }�,X � �� BLOCKSCHEDULE PREFERREDASFARASPOSSIBLE
TOPSOIL&SEED �t `�'-� —"� 4,OOOP.S.1 ���
AS SPECIFIE �NE4V.PVNIT.,SEE DETAIL pIPE ZONE BEDDING 6"MIN. CRUSHED STONE MECHANICAL � PREFERRED
#1&2 COMPACTION ' _�� EXISTINGRREHV�RANT Pro�eciTtle:
, PIPEZONEBACKFlLL 92'MIN. CRUSHEDSTONE �'� r � (SARATOGASTD.MUELLER 6-0"MAX. �
�
� COVER COMPACTION . F�� ri ii � J,'' SUPERCENTURIONA-423W/ z om FWSHWITH EXCeISIOY
�1W� � FINALTRENCHBACKFlLL VAPoES SEENOTE MECHANICAL � "��!/. � 4"STORZCONNECTION) � PAVEMENT
m � —��
` `., .. `�� I
� SUBBASE MATL; COMPACTION �S '" ��TH PART OF BO TS TO BE A Cl1RB IN T�REVEAL
a � REFER � � LL� °R''R Apartments
� �� TO NENI PVMT.DETAIL SECPON A-A ���/ UNDISTURBED SOIL MIN.1-12"ABOVE F.G. RNISHED GRAD AREAS
� o'o BURIEDMETALLIC NOTES' PLAN(TYP.) FG AI�AAX.B"A80VE EXC2�S�IOfAVEIIUE
� IOENrIFICnrION - Saratoga Springs,NY 12866
� WARNINGTAPE �� FINALTRENCHBACKFILL o ,
�� i.a. IN NON-PAVED AREAS,FINAL TRENCH BACKFlLL SHALL I g
? FINAL TRENCH BACKFlLL BE EXCAVATED AIATERIAL 4'/HEN DETERMINED � < -
� � (SEE NOTE) SUITABLE BYTHE ENGWEEROF RECORD;OTHERWISE I �� � �/�(// /�o0
¢�W �� � �� �:. ��/�/�. TT���,%i-'
PLACE�MIN.CUSHION IT SHALL BE STRUCTURAL RLL.MIN.MOD.PROCTOR � � � ;„ -
'4 MATERIAL ON TOP OF DENSITY SHALL BE 85 PERCENT. ( �--� ,�� �,����;�. _ EXISTING EXISTWG fi"
L
� �� INSULATION 1.b. IN PAVED AREAS,FlNAL TRENCH BACKRLL SHALL BE � ��.. i ''� �— VALVE BOX M.J.GATE
o ��' SiRUCTURAL FILL MIN.MODIFIED PROCTOR DENSITV � � I VALVE
�QQE PIPE ZONE BACKRLL SHALL BE 95 PERCENT. � �� POLVETHELENE OR o N 314"TIE-ROD FOR
o� MIN.2'-0"WIDE BY 2" 2. ALL PIPE ZONE BEDDING,PIPE ZONE BACKFlLL AN�FINAL ��'- T� `�'�:� — ���: BUILDING PAPER � THRl1ST RESTRAINT(ONE
THICK INSULATED BOARD, TRENCH BACKFILL SHALL BE PLACED IN 61NCH WAX. � - -=-�� CRUSHED STONE EACH SIDE)OR RETAINER
TAPE AT ALL JOINTS, COMPACTED LIFTS.ALL BEDDING AND BACKRLL MATERIALS ,� -- �- � , , SIZE 1 ANo 1A GLAND A.O.B.E.
� WHERE INDICATED SHALL 8E MECHANICALLY COMPACTED i0 THE NOTE RETAINING GLANDS ACCEPTABLE DRAIN
� PIPE O.D.+24" PIPE ZONE BEDDING SATISFACTION OF THE ENGINEER. FOR USE AS APPROVED BY CITY �
`� MIN. 3. EXCAVATION SHALL BE KEPT�RY ANO DF�NATERED AT ALL ENGINEER. CONCRETE THRUST BLOCK.3,000 ,
MAT'L TIMES. NOTES' RO�S(AREUS�ED)IFR.G.ORTIE . „�_BEODING�PIPE20NEJ
� PIPE TRENCH SECTION 1.FORREQUIRE�BEARINGAREAANDDIMENSIONSLAND�, 5.APPROXIM4TEVOLUMEOFCONCRETETHRUSTBLOCK: BACKFILLTYPICALTO
`� PIPE TRENCH SECTION SEE SCHEDULE BELOVV.VALUES OF L AND D OTHER THAN Vt-LD(W+I.D.)-I.D. TRENCH DET41L REQ'D.
�� PrqectNc.: 202003]
2"±PIPE PROJECTION THOSE SH04VN IN THE iABLE MAY 8E USED PROVIDED THEY ����HERE:
�INTO I�IH,TVP. YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT oes�gn: oRc
B B REQUIRED. ora.�,��. cnn� cn�k�a� oRc
� v=vowMEiNcueicvnR�s FIRE HYDRANT DETAIL
2.CONCRETE NOT i0 OVERLAP ANY JOINT. L=LENGTH OF BLOCK M FEET � Srale:NTS oa�e: io/ia/�o�o;cale�. nis
D-�EPTH OF 9LOCK IN FEET
Rav_ Description' Datc'
PIPE �WASH2"±PERFOOT A i / ; A 3.CONCRETETOBEPLACEDSOASNOTTOINTERFERE�A/IiH �'��-��'VIDTHOFBLOCKINFEET i RevisedFerCit C mments 4/i4/]o]i
t � S REMOVING OR INSTALLING ANY OF THE JOINTING HARD�PJARE. I.D.-INSIDE DIAMETER OF PIPE IN FEET v o
CHANNELDEPTH � To�annouseRemoval i/zi/�oz�
0.8 PIPE I.D. � 4.BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS 6.RE�UIRED BEARING AREAS ARE BASED ON
- � LARGER THAN 17'DIA.TO BE APPROVED 8Y CITY ENGINEER. ALLOWABLE SOIL BEARING CAP4CITY OF 2000 ps.i.
INVERT 3 B (MEDIUW CLAY)WITH A SAFETY FACTOR OF 1.7.
- PRESSURE OF FLUID FLOW IS BASED ON A 300'HEAD.
FORMSMOOTHCURVE
- SA'�A/ED HALF PIPE CONCRETE BENCHN/4LL B� 7.IN Ml1CK,PEAT OR RECENTLY PLACED FlLL ALL
4,000 PSI MIN. THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO
SECTION 6-B ONE-WAY INVERT PLAN MULTIPLE INVERT SOLID FOUN�ATIONS,OR BY REMOVAL OF SUCH
11N5TABLE MATERIAL AND REPLACEMENT WITH BALLAST o,awing riNe
FORM SMOOTH OF SUFFlqENT STABILI7Y TO RESIST THRUSTS,ALL AS
��Z��pER REQUIRE�6V THE ENGINEER.
� ALIGN 0.8 DEPTHS OF DIFFERENT FOOT(MIN.) WRVE
` SIZEPIPES PITCH Site Utility Details
� ACROSS MH REQUIRED BEARING AREAS&DIMENSIONS FOR CONCRETE THRUST BLOCKS Plan n i ng Board#
y I NVERTIN
y 0.10'(MIN.)-2'-6"(MAX.) TEE 90°(1/4)BEND 45°(1/8)BEND 2-1/Y(1/16)BEND 1-114`(1132)BEND 20200735&20200736
�y _ PIPE SIZE AREA DIMENSIONS aREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS
INVERTOUT INCHES SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT.
= O.SI.D. DxL DxL DxL DxL DxL D;awi;iyNo.
� 6 32 1.Sz2.5 4.5 2.Oz2.5 2�4 1.Sx2.0 1.2 1.Oz1.5 0.6 0.5x1.5 Aooroval
_ STANDAR�INVERT SECTION A-A SMOOTH DROP INVERT FILLET qpp�oved under authoriy of a resolutian adopfed
„e�, by ihe Planning Boara of fhe Ciry of Sarafoga Springs. L_6.3
-_ 4 MANHOLE BENCHWALL 6 THRUST BLOCK DETAIL Dafe Signed Choirperson
aN- PIPETRENCHSECTION Scale:NiS
�,_�, �
IN PAVEMENT LOCATIONS PROVI�E �
VALVECOVERLABELED"STORM' 3' EROSION CONTROL
4"SCH40PVCSCREW-INCAP MATTING,BURYEDGING6" T�l.LA GROUP
` /�� LandacapeA�chitectu�e&Enginee�ingP.C.
ELEV.'.287.61 �� ,� i� \ P ple.Parposs.Plue.
� 4:1 3//
4"SCH 40 PVC � `��� — i(�� 40 Long Alley p:518-587-8100
`� � Saratoga Springs f 518-587-0180
�/� D[Y 12866 www.thelagraup.com
DOT ITEM 620.03 LIGHT STONE FILL �� �
CORRUGATED HDPE STORI 4"TOPSOIL W 4^SCHL4o PVC TREATEDE IMBER, ```�i 1� u�autnor
SEWERPIPE;REFERTO ��v 4"SCH40PVCSCRE4V-IN MIN.B'LENGTHS,SET I -zed It t dTon otns
PLANSFORSIZE&LENGTH CAP '� UNDISTURBED LEVELALONGTOP documert'sa'I' ts nn_o9ofihe
PROPOSEDFINISHEDGRADE- - 7 2'LONGil4REBAR, B U F F E R � New Vor k Sa c E duca ton Law.
..
SEE PLANS � ' ``
z �-� n FOR LOCATING � CORE 4b"9 HOLE IN EROSION CONTROL � `��BOTTOM OF ,t
INSPECTIONPORT ` MATTING � �c i�n�o�pzoi�
� GALVANREDSTEEL �CHAMBER(4.5" DEPRESSION
� FLARED END � 4 PVC PIPE HOLE SAW REl1'�) q�_p��,7yp, �—'� ELEV.:286.61
o SECTION _ �s .� NOTE'. Preuaredtcr
� �I� `��j II � 1. LEVELSPREADERSHALLBECONSTRUCTEDTOPROMOiESHEETFLOWOVERLEVELBERM Beacon
� � CHAMBER � ANYVALLEY TO UNDISTURBED BUFFER.
HDPEFLAREDENDSECTION ¢ LOCATION 2 ENDSOFSPREADERSHALLBETIEDINTOHIGHERGROl1NOTOPREVENTFL04VAROUND Communities,LLC
d _ CONNECTION DETAIL SPREaoER.
54 State Street,Suite 802
12" MIRAFI i60N FILTER 1Y'HIGH EARTH BERM,PLACE Albany,NY 12207
NIIN. FABRIC UNDER
FLARED END SECTION PERMANENT EROSION CONTROL
&RIPRAP FABRIC OVER 4LL DISTURBED
NOTE: TIMBER,SEE AREAS OF BERM
ASREQ'�.-10'MIN. 1. ALLSCHEOULE40FITTINGST09ESOLVENTCEPAENTEO. CROSSSECTION �IRECTIONOFFLOW
DETAIL PLUNGE POOL
PLAN VIEW SECTION VIEN/ EXTEND BERM ELEV:285.61
'TO BE USED AT ALL OPEN PIPE ENDS INTO EXISTING
� FLARED END SECTION DETAIL �1 INSPECTION PORT DETAIL cRAOE zas.s�
Scale:NTS Scale:NTS LEVEL GRASS
DEPRESSION � ��STONEOUTLET
� 4PRON
�
CULVERT
LEVELSPREADER
ALLOW 2"FOR FINAL CRUSHED STONE 30'
STORM SEWER PIPE
ADJUSTNIENT OF FRAME NYSDOT TABLE 703-4
TO BE MORTARED IN
BICYCLE54FE CATCH BArySIN WIBH PLACE TYPE 3 PLAN A
HEA�/Y DUTY FRAME 3, �AORTARED TO TOP OF NON-WOVEN GEOTEXTILE ALL
AND GR4TE a• ASPHALT PAVEMENT,SPECIFIE�
NON-SHRINK GROUT z�_g•� AROUND CLEAN,CRUSHED,
nNe��nRsroNe � LEVEL SPREADER
ALLOW 2"FOR FINAL �6' 6"' MIN.I.D:" SUITABLE RLL AS SPECIFIED
ADJUSTMENT OF FRAME 7-6" � Scale:NTS
MIN.I.D."*
a
KNOCKOUT '30"MIN.SUMP j� 18��
PANEL EACH � �� MIN
O � SIDE `° ; - . / 12"MIN
_ •.-z,� (__
AA 6B I
_ A' yg� 12"CRUSHEDSTONEON 45��
o UNDISTURBED SUBGRADE
SECTIONS 12"MIN
CONCRETE-4000 PSI @ 28 DAYS MIN. N.T.S. 9"MIN.
� M��- REINFORCMENT-6x6-10110VN�/M ALL /
i
�:b,„ �� FOUR SIDES AND BOTTOM(CONFORM TO '
// B••MIN 77"��1T'TVP
g'�Gy ASTM STD.A-615) END CAP
MC-3500
NOTES'
1.ALL CATCH BASINS TO 8E PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T.HIGHINAY LOADING H-20.
UNDISTUR6EDSUBGRADE
� CATCH BASW(KNOCKOUT)DETAIL C UNDERGROUND INFILTRATION CHAMBERS
�J Seale:NTS J Scale:NTS v�ect rtle:
CATCH BASW FRAM1IE AND GRATE.3 FLANGE BICYCLESAFE COVER PIPE CONNECTION TO END CAP EXC e I S I O Y
CURB GRATE OPENINGS SET PERPENDICULAR TO TRAFFIC.RIM WITH NON-N/ONEN GEOTEXTILE,5'MIN. A p C�Y l IY�e Y�lS
ELEV.AS INDICATED ON PLANS.CENIENT MORTAR ALL WIDE END CAP
AROUND FRAME.
T—�.�I I.. ..:. r—PITCH
_ I I — — PRECAST CONCRETE GRADE AS REQUIRED; EXC2IS�lOf AVEIIUE
�I I I I ---- CEMENT RINGS,MORTAR SHALL BE PLACED Sel"HtOgd SpfIY1g5,NY 12866
BET�NEEN SECTIONS AND ON ENTIRE
-— I II. — EXTERIOR
I
II—— I7
I I�
Fli i li . � +7
��'
r'
DNERSION
STRUCTl1RE
I I I I I
h� ,, , , ,,, ,
A,3 RANGE FRAIME&GRATE ALONG Cl1RB
CEMENT MORTAR ALL FRAME AND GRATE,EJM/MODEL 5419 OR APPROVED EQUAL ��
AROUND FRAME GRATE OPENINGS SET PERPENDICULAR TO TRAFFIC.
F.G.PAVEMENT '�
PITCH—� f—PITCH
�.s�z;'�.,�>,�:,�� �,`�;.:
H�PE ACCESS PIPE,SIZE AS NOTED. 2 LAVERS OF IVOVEN GEOTEXTILE
_ PRECAST CONCRETE GRADE AS REQUIRED; 115E FACTORV PRE-CORED END
= CEMENT RINGS,MORTAR SHALL BE PLACED CAPS. BETWEEN FOUNDATION STONE AND
m BETN/EEN SECTIONS AND ON ENTIRE CHAMBERS.
o ������m � EXTERIOR 5'MIN.WIDE CONTINUOUS FABRIC
� �-- � N/ITHOUTSEAMS
30" �. Prqect Nc.: 202003]
REINFORCED PRECAST CONCRETE BARREL oes�gn: oRc
o.�, cnn� cn�k�a� oRc
- 4'-0"oIAM. 8'� — SECTIONS AS REQUIRED,MANUFACTURED IN o�e:n io/ia/�o�o;cale�. nTs
— "��oR°""�E',°iT""ST"'�°'8$5a �� ISOLATOR ROW DETAIL
r_
= SHIPLAP JOINT I�IADE WATERTIGHT WITH U Scale:NTS
BUTYLROPEBETWEENSTRUCTURE acv: ocscrpio�,� o��c�
— SECTIONSAPPLYBITUMASTICJOINT i RevsedP ctyC mments 4/i4/�o�i
— COMPOUNDALLAROUNDAFTERASSEMBLY � To�ann R val i/zi/�oz�
— � SELECTGRANULARBACKFILL 3 uevsedv C'�Com a/i3/]0]]
— PIPE SIZE& —
INVERTSAS
FLO:N INDICATED ON �
�' PLANS �PI�EBSLOPEAS
_ PER PLAN lTYP)
�
0
z
�
�
30"DEEP SUMP �p�y I- gQOT TVPE FLEXIBLE ME�ABRANE SLEEVE
- %�¢��j Oawing Tit/e
_ - ..V I I.�.
_ � REINFORCED PRECASTCONCRETEINTEGRAL
' _ — �-n "�o'�'�' �k�.��.�§�po I—I_ WALL AND BASE SECTION
_ � IIII I �-���>�� ����� = Site Utility Details
� a '� III���I i��� ��"�_� �� ������ ��I iz'cRusHeosTONeense P�alllllllg BOafC��i
�� --- COMPACTED SUBGRADE
� — 20200735&20200736
_ CATCH BASIN STEPS IN ALL DRAINAGE STRUCTURES
- B.4 FLANGE FRANIE&GRATE DEEPER THAN 4",STEPS TO BE COPOLYMER D;awi;iy No.
POLVPROPVLENE PLASTIC ENCAPSULATED#4 ASTM Aooroval
� A615 GRADE 60 STEEL qpproved under authoriy of a resolutian adopfed
�`� � CATCH BASIN DETAIL by ihe Planning Boara of fhChoirpers n�rafoga sp���9s. �—C.4
J Scale:NTS Dafe Signed
7023' ^
(9 CHAMBER$LONG) "
'"SPE�T'°" The LA GROUP
PORT(NP.)
Landacape A�chitectu�e&Enginee�ing P.C.
^__ __________ _____________^ P ple.Pw�pots.P(ue.
I I H�PE MANIFOLD
15"X 15" 40 Long Alley p:518-587-8100
Saratoga Springs f 518-587-0180
D[Y 12866 www.thelagraup.com
I
I I Unauthonzed altera[ton or acdttton:o th s
doc m r I violat notsection�2o9ofthe
New Vork S�te Eduratlon law.
IDIVERSION cc tne�n��o�p zoi�
II STRUCTURE
IPreuared tcr
Beacon
� Communities,LLC
I _,,�,�,,—J
———— ——————— ———————— 54 State Street,Suite 802
Albany,NY 12207
18"HDPE
27 STORMTECH MC-350�CHAMBERS PLACE MININIl1M 125'OF 4VOVEN GEOTEXTILE ONER
BEDDING STONE AND 11N�ERNEATH CHAMBER FOR ISOLATOR ROW
SCOUR PROTECTION AT ALL CHAMBER INLET ROWS
PROPOSEDELEVATIONS
TOP OF STONE: 292.50'
TOPOFCHAMBER 291.50'
15"MAMFOLD INVERT'. 289.70'
1 B"INVERT TO ISOLATOR ROW: 287.90'
80TTOIu10FCHA�ABER 2ft7.75'
BOTTOIv1 OF STONE: 287.00'
� UNDERGROUND CHAMBERS'SMP-2'
� Scale:NTS
HEAW DUTY FRAME&COVER ADJUST FRAME TO GRADE 4VITH 4"H
(12"H IdAX.)PRECASi REINFORCED
CONCRETE GRADE EXTENSION RING
FINISHED GRADE (AASHTO H2O-44 LNE LOAD RATED$
NONSHRINKING CEMENT MORTAR
4.0'I.D.PRECAST REINFORCED
CONCRETESTRl1CTURE
(AASHTO H2O-44 LIVE LOAD RATED) BUNL ROPE SEALANT BETWEEN
30"OOPENING 8„ PRECASTCONCRETESECTIONS.TYP.
INLET PIPE
INV.=289.70 4.0'I.D.
NON-SHRINKMG CEfdENT
6" MORTAR PLACED ALL
ROUND PIPE,TYP.
FLyW ISOLATOR FLOW P�ectTtle:
ROW �
Excelsior
Apartments
Excels�ior Avenue
MnNIFo�o Saratoga Springs,NY 12866
INV.=289.70
ISOLATOR RO�AI
INV.=287.90
6"
/ '� -t CRUSHEDSTONE
t
) �� � UNEXCAVATED/
�
�����-^�l �'-���'-t��-�" � UNDISTURBEDEARTH
12"SUMP,TYP.
2 DIVERSION STRUCTURE'DMH-1'
Scale:NTS Prqett Nc.: 202001�
Design: DRC
Dawn'. CML CM1'k'tl' �RC
Date: 10/lA/]0]0 Scale'. NTS
Rav_ Description' Datc'
1 RevisedPerCtyCommentr 4/14/�0�1
2 To��vnhouse Removal 1/21/2022
O,awing Tit/e
� Site Utility Details
� Planning Board#
� 20200735&20200736
' D;awi;iy N�.
AoorOv01
__ Approved under authoriy of a resolutian adopfed I
„e�, by ihe Planning Boara of fhe Ciry of Sarafoga Springs. L-6.5
Choirperson
Dafe Signed