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AutoCAD SHX Text250x7
AutoCAD SHX Text250x8
AutoCAD SHX Text251x0
AutoCAD SHX Text251x1
AutoCAD SHX Text251x2
AutoCAD SHX Text251x4
AutoCAD SHX Text251x7
AutoCAD SHX Text251x9
AutoCAD SHX Text252x3
AutoCAD SHX Text252x7
AutoCAD SHX Text252x7
AutoCAD SHX Text253x7
AutoCAD SHX Text254x2
AutoCAD SHX Text255x0
AutoCAD SHX Text255x8
AutoCAD SHX Text256x7
AutoCAD SHX Text257x7
AutoCAD SHX Text258x8
AutoCAD SHX TextBOXES
AutoCAD SHX TextCONTROL
AutoCAD SHX Text249.54
AutoCAD SHX TextR=
AutoCAD SHX TextR= 248.17
AutoCAD SHX TextI= 244.59
AutoCAD SHX TextI= 244.54
AutoCAD SHX TextI= 244.15
AutoCAD SHX TextI= 244.04
AutoCAD SHX TextWV
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextWV
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextA V E N U E
AutoCAD SHX TextI N T E R S T A T E I - 90
AutoCAD SHX Text(EAST BOUND)
AutoCAD SHX Text10" GAS MAIN
AutoCAD SHX TextN42%%d29'50"W
AutoCAD SHX Textdish
AutoCAD SHX Textsatelite
AutoCAD SHX Textvent
AutoCAD SHX TextIN
AutoCAD SHX TextIN
AutoCAD SHX TextWV
AutoCAD SHX Text243.01
AutoCAD SHX Text257.21
AutoCAD SHX TextINV.=
AutoCAD SHX TextRIM=
AutoCAD SHX TextIN
AutoCAD SHX TextOUT
AutoCAD SHX TextINV.=
AutoCAD SHX Text242.41
AutoCAD SHX Text16" STEEL CASING
AutoCAD SHX Text243.76
AutoCAD SHX Text243.82
AutoCAD SHX Text254.14
AutoCAD SHX TextRIM=
AutoCAD SHX TextINV.=
AutoCAD SHX TextINV.=
AutoCAD SHX TextIN
AutoCAD SHX TextOUT
AutoCAD SHX Text8" D.I.P.
AutoCAD SHX Text241.34
AutoCAD SHX TextINV.=
AutoCAD SHX TextOUT
AutoCAD SHX TextIN
AutoCAD SHX TextRIM=
AutoCAD SHX TextINV.=
AutoCAD SHX Text249.59
AutoCAD SHX Text241.40
AutoCAD SHX TextWV
AutoCAD SHX Text349.90'
AutoCAD SHX TextRIM=
AutoCAD SHX TextINV.=
AutoCAD SHX Text232.98
AutoCAD SHX Text238.91
AutoCAD SHX Text249.56
AutoCAD SHX Text234.04
AutoCAD SHX TextINV.=
AutoCAD SHX TextRIM=
AutoCAD SHX TextINV.=
AutoCAD SHX Text232.42
AutoCAD SHX Text232.13
AutoCAD SHX TextINV.=
AutoCAD SHX TextOUT
AutoCAD SHX Text249.48
AutoCAD SHX Text231.73
AutoCAD SHX TextINV.=
AutoCAD SHX TextRIM=
AutoCAD SHX TextEXISTING MH
AutoCAD SHX TextIN
AutoCAD SHX TextOUT
AutoCAD SHX TextINV.=
AutoCAD SHX Text231.48
AutoCAD SHX Textclean-out
AutoCAD SHX TextEXISTING MH
AutoCAD SHX TextEXISTING MH
AutoCAD SHX TextEXISTING MH
AutoCAD SHX TextEXISTING MH
AutoCAD SHX TextEXISTING MH
AutoCAD SHX Text"EXTENDED STAY
AutoCAD SHX TextAMERICA INC."
AutoCAD SHX TextS37%%d41'40"W
AutoCAD SHX TextW A S H I N G T O N
AutoCAD SHX Text38.01'
AutoCAD SHX Text40.59'
AutoCAD SHX TextN37%%d41'40"E
AutoCAD SHX Text106.36'
AutoCAD SHX TextN52%%d18'20"W
AutoCAD SHX Text160.54'
AutoCAD SHX Text162.92'
AutoCAD SHX Text162.92'
AutoCAD SHX Text40.59'
AutoCAD SHX Text30.00'
AutoCAD SHX TextN52%%D18'20"W
AutoCAD SHX Text545.91'
AutoCAD SHX TextS52%%D18'20"E
AutoCAD SHX Text500.91'
AutoCAD SHX TextS37%%D41'40"W
AutoCAD SHX Text56.48'
AutoCAD SHX TextN37%%D41'40"E
AutoCAD SHX Text26.48'
AutoCAD SHX Text45.00'
AutoCAD SHX TextS52%%D18'20"E
AutoCAD SHX Text74.22'
AutoCAD SHX TextLEASE LINE S42%%d29'50"E
AutoCAD SHX Text30.00'
AutoCAD SHX TextS47%%d30'10"W
AutoCAD SHX Text152.04'
AutoCAD SHX TextLEASE LINE S42%%d29'50"E
AutoCAD SHX TextLEASE LIMIT LINE
AutoCAD SHX TextN35%%d06'06"E
AutoCAD SHX Text152.82'
AutoCAD SHX TextLEASE LINE
AutoCAD SHX Text211.42'
AutoCAD SHX TextN52%%D18'20"W
AutoCAD SHX Text84.25'
AutoCAD SHX TextS37%%d21'52"W
AutoCAD SHX Text"MARRIOTT COURT YARD"
AutoCAD SHX TextREMAINING LANDS OF
AutoCAD SHX Text1455 WASHINGTON AVENUE ASSOCIATION
AutoCAD SHX Text'DUNKIN DONUTS'
AutoCAD SHX TextN52%%d18'20"W
AutoCAD SHX Text50.00'
AutoCAD SHX Text10.00'
AutoCAD SHX TextN37%%d41'40"E
AutoCAD SHX TextS42%%D29'50"E
AutoCAD SHX TextS52%%D18'20"E
AutoCAD SHX Text15.00'
AutoCAD SHX Text26.55'
AutoCAD SHX TextN37%%D41'40"E
AutoCAD SHX TextN42%%D29'48"W
AutoCAD SHX TextS37%%D41'40"W 241.05'
AutoCAD SHX Text100.89'
AutoCAD SHX TextN37%%d41'40"E
AutoCAD SHX TextS52%%d18'20"E
AutoCAD SHX Text53.00'
AutoCAD SHX Text92.68'
AutoCAD SHX TextN37%%D41'40"E 219.11'
AutoCAD SHX TextS51%%D21'09"E 93.50'
AutoCAD SHX TextN51%%D21'09"W 88.60'
AutoCAD SHX TextS37%%D01'22"W 76.88'
AutoCAD SHX TextN37%%D01'22"E 80.65'
AutoCAD SHX Text40.59'
AutoCAD SHX Text23.01'
AutoCAD SHX TextS52%%D18'20"E 133.11'
AutoCAD SHX Text245.84'
AutoCAD SHX Text115.89'
AutoCAD SHX TextS52%%d18'20"E
AutoCAD SHX Text25.00'
AutoCAD SHX TextS37%%d41'40"W
AutoCAD SHX Text39.81'
AutoCAD SHX TextS52%%d18'20"E
AutoCAD SHX Text82.95'
AutoCAD SHX TextN52%%d18'20"W
AutoCAD SHX Text5.86'
AutoCAD SHX Text197.55'
AutoCAD SHX TextS37%%d41'40"W
AutoCAD SHX TextS42%%d29'48"E
AutoCAD SHX TextN42%%d29'48"W
AutoCAD SHX Text5.07'
AutoCAD SHX Text(2,435.13' TO TUDOR ROAD)
AutoCAD SHX TextE
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX Textground light
AutoCAD SHX Textbronze plaque
AutoCAD SHX TextAC
AutoCAD SHX Textsprinkler valve
AutoCAD SHX Textsprinkler valve
AutoCAD SHX Textground light
AutoCAD SHX TextAC
AutoCAD SHX TextAC
AutoCAD SHX Textin-ground pool
AutoCAD SHX Textretaining wall
AutoCAD SHX TextCTV
AutoCAD SHX TextTEL. MH
AutoCAD SHX TextCB
AutoCAD SHX TextCB
AutoCAD SHX TextCB
AutoCAD SHX TextCB
AutoCAD SHX TextCB
AutoCAD SHX TextCB
AutoCAD SHX TextCB
AutoCAD SHX TextCB
AutoCAD SHX Textretaining wall
AutoCAD SHX TextCB
AutoCAD SHX Textcurb island
AutoCAD SHX TextCB
AutoCAD SHX Textdumpster area
AutoCAD SHX Textconcrete curb
AutoCAD SHX Textconcrete curb
AutoCAD SHX TextCB
AutoCAD SHX Textgas meter
AutoCAD SHX Textground light
AutoCAD SHX TextMH
AutoCAD SHX Textground light
AutoCAD SHX Textground light
AutoCAD SHX Textsign
AutoCAD SHX TextMH
AutoCAD SHX Textretaining wall
AutoCAD SHX Textconcrete curb
AutoCAD SHX TextCB
AutoCAD SHX Textground light
AutoCAD SHX Textground light
AutoCAD SHX Textconcrete curb
AutoCAD SHX Textconcrete curb
AutoCAD SHX Textfire plug
AutoCAD SHX Text11 spaces
AutoCAD SHX TextT
AutoCAD SHX Text32 spaces
AutoCAD SHX Text9 spaces
AutoCAD SHX Text16 spaces
AutoCAD SHX Text17 spaces
AutoCAD SHX Textroof overhang
AutoCAD SHX TextBuilding Footprint Area 22,079 S.F.
AutoCAD SHX Text234.64'
AutoCAD SHX Text15.22'
AutoCAD SHX Text83.67'
AutoCAD SHX Text219.41'
AutoCAD SHX Textroof overhang
AutoCAD SHX Textthree clean outs and vent pipe
AutoCAD SHX Textmetal grates
AutoCAD SHX Textroof overhang
AutoCAD SHX Textroof overhang
AutoCAD SHX Textchain link fence
AutoCAD SHX Textgate
AutoCAD SHX Textroof overhang
AutoCAD SHX Textelectric outlet
AutoCAD SHX Textconcrete curb
AutoCAD SHX Textthree flag poles
AutoCAD SHX Textroof overhang
AutoCAD SHX Text2 HC spaces
AutoCAD SHX Text6 spaces
AutoCAD SHX TextNO EASEMENT FOUND FOR THESE UTILITY STRUCTURES
AutoCAD SHX Texttransformer
AutoCAD SHX TextE
AutoCAD SHX TextC
AutoCAD SHX TextWATER EASEMENT
AutoCAD SHX TextUTILITY EASEMENT TO N.Y. TELEPHONE CO. L.1564 P.26 L.2048 P.593
AutoCAD SHX TextPUBLIC UTILITY EASEMENT
AutoCAD SHX TextTOGETHER WITH AN EASEMENT FOR WATER MAIN (EASEMENT HAS BEEN RECONFIGURED AS SHOWN TO REFLECT AS-BUILT CONDITIONS
AutoCAD SHX TextPRIVATE 8" PVC SEWER LATERAL
AutoCAD SHX Text12" HDPE
AutoCAD SHX Text12" HDPE
AutoCAD SHX Text8" PVC
AutoCAD SHX Text8" PVC
AutoCAD SHX Text8" PVC
AutoCAD SHX Text8" DIP
AutoCAD SHX TextTEL. MH
AutoCAD SHX TextLANDS NOW OR FORMERLY OF 1455 WASHINGTON AVENUE ASSOCIATES
AutoCAD SHX TextNo.1415 WASHINGTON AVENUE TAX MAP No. 53.00-1-25 LANDS N/F OF ALBANY CRESTHILL SUITES LLC INSTRUMENT No.R2016-6247
AutoCAD SHX TextLand Area= 141,177 S.F. 3.24 Acres
AutoCAD SHX TextNo.1395 WASHINGTON AVENUE TAX MAP No. 53.00-1-24 LANDS N/F OF BRE/ESA PROPERTIES LLC L.2830 P.570
AutoCAD SHX TextNo.1421 WASHINGTON AVENUE TAX MAP No. 53.00-1-26 LANDS N/F OF 1421 WASHINGTON AVE LLC INSTRUMENT No.R2017-1980
AutoCAD SHX TextNo.1425 WASHINGTON AVENUE TAX MAP No. 53.00-1-27 LANDS N/F OF 1455 WASHINGTON AVENUE ASSOCIATES L.2602 P.656
AutoCAD SHX TextSPIKE
AutoCAD SHX TextSPIKE
AutoCAD SHX TextSPIKE
AutoCAD SHX TextREAR No.1421 WASHINGTON AVENUE TAX MAP No. 53.00-1-31 LANDS N/F OF 886 WESTERN AVENUE ASSOCIATES LP L.2534 P.867
AutoCAD SHX TextP.O.B.
AutoCAD SHX Text8A
AutoCAD SHX Text8B
AutoCAD SHX Text9.54'
AutoCAD SHX TextE
AutoCAD SHX Text8B
AutoCAD SHX Text8B
AutoCAD SHX Text160.54'
AutoCAD SHX Text15.00'
AutoCAD SHX Text15.00'
AutoCAD SHX Text9
AutoCAD SHX Text9
AutoCAD SHX Text13J
AutoCAD SHX Text9
AutoCAD SHX Text10
AutoCAD SHX Text9
AutoCAD SHX Text10
AutoCAD SHX Text12
AutoCAD SHX TextRIGHT-OF-WAY WITHOUT ACCESS
AutoCAD SHX Text12
AutoCAD SHX TextRIGHT-OF-WAY WITHOUT ACCESS
AutoCAD SHX TextMONUMENT FOUND
AutoCAD SHX Text2 HC spaces
AutoCAD SHX Text10' MAXIMUM FRONT SETBACK LINE
AutoCAD SHX Text(PUBLIC R.O.W. VARIES)
AutoCAD SHX Texttraffic handhole
AutoCAD SHX TextR=248.25 I=245.05
AutoCAD SHX Text13I
AutoCAD SHX Text13J
AutoCAD SHX Text13J
AutoCAD SHX Text13J
AutoCAD SHX Text8B
AutoCAD SHX Text13AIII
AutoCAD SHX Text(92.69')=R
AutoCAD SHX Text(52.71')=R
AutoCAD SHX Text160.54'
AutoCAD SHX Text13I
AutoCAD SHX Text13AII
AutoCAD SHX Text(PUBLIC R.O.W. VARIES) ACCESS RESTRICTED
AutoCAD SHX TextNo.1455 WASHINGTON AVENUE TAX MAP No. 53.00-1-28 LANDS N/F OF 1455 WASHINGTON AVENUE ASSOCIATES L.2614 P.974
AutoCAD SHX TextWASHINGTON AVENUE RIGHT-OF-WAY LINE
AutoCAD SHX TextWASHINGTON AVENUE RIGHT-OF-WAY LINE
AutoCAD SHX TextF.F.=248.39
AutoCAD SHX Text15.00'
AutoCAD SHX TextPORTION OF EXISTING ASPHALT PAVEMENT TO REMAIN
AutoCAD SHX TextMAP REFERENCES
AutoCAD SHX Text1.) "AS BUILT WATER & SEWER Nos. 1395-1475 WASHINGTON AVENUE, ALBANY, NY" PREPARED BY HERSHBERG & HERSHBERG CONSULTING ENGINEERS & LAND SURVEYORS, DATED 11/05/96, LAST REVISED 1/31/97.
AutoCAD SHX Text2.) "MAP SHOWING PROPERTY LINE AND EASEMENTS OF No. 1395 WASHINGTON AVENUE, EXTENDED STAY AMERICA, INC.", PREPARED BY HERSHBERG & HERSHBERG ON 4/13/96, LAST REVISED 5/7/96. 3.) ALTA SURVEY PREPARED BY HERSHBERG & HERSHBERG AS FILE No. 190321. SEE SURVEY FOR ALL SCHEDULE BE ITEMS REFERENCED ON THIS PLAN. 4.) TOPOGRAPHIC INFORMATION SHOWN OBTAINED BY A FILED SURVEY PERFORMED IN MARCH 2020
AutoCAD SHX TextFILE:
AutoCAD SHX TextSCALE:
AutoCAD SHX TextBY:
AutoCAD SHX TextCHK:
AutoCAD SHX TextDATE:
AutoCAD SHX TextHERSHBERG
AutoCAD SHX TextREMARKS
AutoCAD SHX TextREVISIONS
AutoCAD SHX TextDATE
AutoCAD SHX TextDOCUMENT EXCEPT BY A
AutoCAD SHX TextLICENSED PROFESSIONAL
AutoCAD SHX TextSURVEYOR, IS ILLEGAL
AutoCAD SHX TextENGINEER OR LAND
AutoCAD SHX TextALTERATION OF THIS
AutoCAD SHX TextHERSHBERG
AutoCAD SHX TextConsulting Engineers
AutoCAD SHX Textand Land Surveyors
AutoCAD SHX Text18 Locust Street
AutoCAD SHX TextAlbany, New York 12203
AutoCAD SHX Text&
AutoCAD SHX TextEXISTING CONDITIONS AND DEMOLITON PLAN 1415 WASHINGTON AVENUE CITY OF ALBANY COUNTY OF ALBANY, STATE OF NEW YORK
AutoCAD SHX Text200015
AutoCAD SHX TextAS NOTED
AutoCAD SHX TextWM
AutoCAD SHX TextDRH
AutoCAD SHX Text1/24/2020
AutoCAD SHX TextL
AutoCAD SHX TextE
AutoCAD SHX TextI
AutoCAD SHX TextN
AutoCAD SHX TextG
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextB
AutoCAD SHX TextH
AutoCAD SHX TextR.
AutoCAD SHX Text0
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text2
AutoCAD SHX Text2
AutoCAD SHX Text6
AutoCAD SHX TextA
AutoCAD SHX TextD
AutoCAD SHX TextE
AutoCAD SHX TextE
AutoCAD SHX TextX
AutoCAD SHX TextC
AutoCAD SHX TextR
AutoCAD SHX TextS
AutoCAD SHX TextL
AutoCAD SHX TextI
AutoCAD SHX TextO
AutoCAD SHX TextF
AutoCAD SHX TextO
AutoCAD SHX TextE
AutoCAD SHX TextT
AutoCAD SHX TextA
AutoCAD SHX TextK
AutoCAD SHX TextR
AutoCAD SHX TextO
AutoCAD SHX TextY
AutoCAD SHX TextW
AutoCAD SHX TextE
AutoCAD SHX TextN
AutoCAD SHX TextT
AutoCAD SHX TextS
AutoCAD SHX TextH
AutoCAD SHX TextS
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX Text200015-1.DWG
AutoCAD SHX TextTOPOGRAPHIC SURVEY ADDED 3/26/20
AutoCAD SHX TextDRAFT ISSUED 6/25/20
AutoCAD SHX TextDRAFT ISSUED 7/17/20
AutoCAD SHX TextDEMOLITION NOTES 1. COORDINATE ALL REMOVALS WITH CONSTRUCTION SCHEDULE AND OWNER. MAINTAIN OPERATION OF EXISTING FACILITY THROUGHOUT CONSTRUCTION. 2. ALL EXISTING WATER SERVICES AND SEWER LATERALS SHALL BE ABANDONED IN ACCORDANCE WITH THE CITY OF ALBANY. REMOVE, PLUG AND CAP AS REQUIRED BY THE CITY OF ALBANY. 3. VERIFY ALL UTILITIES WHICH HAVE BEEN ABANDONED ARE NOT ACTIVE. RECONNECT ANY ACTIVE UTILITY LINES FOUND. 4. ALL EXISTING BUILDINGS TO BE DEMOLISHED SHALL HAVE THE FOUNDATIONS REMOVED IN THEIR ENTIRETY. 5. REMOVE ALL ABOVE GROUND FEATURES WITHIN THE PROPERTY LINE AREA AND REMOVE ALL CONCRETE AND ASPHALT PAVEMENT TO SUB-GRADE REMOVE EXISTING ABANDONED UTILITIES IN CONFLICT WITH DEVELOPMENT. EXISTING ABOVE GROUND FEATURES TO REMAIN ARE CALLED OUT ON THIS SHEET.
AutoCAD SHX TextSITE
AutoCAD SHX TextALBANY
AutoCAD SHX Text90
AutoCAD SHX TextCREEK
AutoCAD SHX TextPATROON
AutoCAD SHX TextCITY
AutoCAD SHX TextROAD
AutoCAD SHX TextOF
AutoCAD SHX TextWASHINGTON AVENUE
AutoCAD SHX Text90
AutoCAD SHX Text156
AutoCAD SHX TextFULLER
AutoCAD SHX TextAT ALBANY
AutoCAD SHX TextSTATE UNIVERSITY
AutoCAD SHX Text OF NEW YORK
AutoCAD SHX TextSITE LOCATION MAP
AutoCAD SHX TextRIGHT OF WAY
AutoCAD SHX TextACCESS AREA
AutoCAD SHX TextTRAFFIC FLOW
AutoCAD SHX TextNo.
AutoCAD SHX TextR.O.W.
AutoCAD SHX TextNUMBER
AutoCAD SHX TextP.O.B.
AutoCAD SHX Textenc.
AutoCAD SHX TextS.F.
AutoCAD SHX TextR
AutoCAD SHX TextFt.
AutoCAD SHX TextN/F
AutoCAD SHX TextDeg.
AutoCAD SHX TextM
AutoCAD SHX TextN
AutoCAD SHX TextS
AutoCAD SHX TextE
AutoCAD SHX Textelec.
AutoCAD SHX Texttel.
AutoCAD SHX TextMH
AutoCAD SHX Textx
AutoCAD SHX TextPAVEMENT
AutoCAD SHX TextENCROACHMENT
AutoCAD SHX TextPOINT OF BEGINNING
AutoCAD SHX TextFEET
AutoCAD SHX TextNOW OR FORMERLY
AutoCAD SHX TextSQUARE FEET
AutoCAD SHX TextMEASURED
AutoCAD SHX TextRECORD
AutoCAD SHX TextNORTH
AutoCAD SHX TextSOUTH
AutoCAD SHX TextEAST
AutoCAD SHX TextELECTRIC
AutoCAD SHX TextTELEPHONE
AutoCAD SHX TextMONUMENT
AutoCAD SHX TextIRON ROD
AutoCAD SHX TextMANHOLE
AutoCAD SHX TextSIGN
AutoCAD SHX TextCATCHBASIN
AutoCAD SHX TextFENCE LINE
AutoCAD SHX TextGUARD RAIL
AutoCAD SHX TextOVERHEAD WIRE, UTILITY
AutoCAD SHX Text POLE & GUY WIRE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextDEGREE
AutoCAD SHX TextW
AutoCAD SHX TextWEST
AutoCAD SHX TextBOLLARD
AutoCAD SHX TextWV
AutoCAD SHX TextGV
AutoCAD SHX TextWATER VALVE
AutoCAD SHX TextGAS VALVE
AutoCAD SHX TextL.
AutoCAD SHX TextP.
AutoCAD SHX TextLIBER
AutoCAD SHX TextPAGE
AutoCAD SHX TextSTREET LIGHT
AutoCAD SHX TextLEGEND
AutoCAD SHX TextHYDRANT
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextLIGHT POLE
AutoCAD SHX TextO
AutoCAD SHX TextS
AutoCAD SHX TextW
AutoCAD SHX TextWATER SHUT OFF
AutoCAD SHX TextGAS TEST
AutoCAD SHX TextGAS DRIP
AutoCAD SHX TextGT
AutoCAD SHX TextGD
AutoCAD SHX TextWATER LINE
AutoCAD SHX TextSEWER LINE
AutoCAD SHX TextGAS LINE
AutoCAD SHX TextUNDERGROUND ELECTRIC
AutoCAD SHX TextSTORM LINE
AutoCAD SHX TextFULL SET OF PLANS 10/16/20
S
S
S
WW
WW
WW
WW
WW
WW
W
COMMUNITYCOURTYARD
PLAZA
BR
IDG
E
AMENITY
LOADING
LOBBY
LEVEL 1 =5' ABOVE GRADE(256.00)
AT GRADE(FF=252.50)
LEVEL 1 = 5' ABOVE GRADE
LEVEL 1 = 5' ABOVE GRADE (257.50)
8,000 SF8,300 SF
HYDROTECH WATERPROOFING AT DECK
UP
LOADING
LOADING
TRASH
BIKEPARKING
LOBBYAMENITY
LOBBY
LOBBY
SECURITY
GATE
DN
MAINTENANCE
W
RD
RD
RD
RD
RD
W W W W W
W
(FF=246.00)
W W W
W
W
STADIUM STAIR
S
ST
ST
RD
UEUE
UEUE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE UE UE UE UE
GG
GG
GG
G
G G G
RD
RD
SS
SS
SS
SS
SS
SS
SS S S S S S S S
RD RDST ST
S SW W
Feet
12060
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C2/10
AutoCAD SHX Text251x0
AutoCAD SHX Text251x2
AutoCAD SHX Text251x4
AutoCAD SHX Text251x7
AutoCAD SHX Text251x9
AutoCAD SHX Text252x3
AutoCAD SHX Text252x7
AutoCAD SHX Text252x7
AutoCAD SHX Text253x7
AutoCAD SHX Text254x2
AutoCAD SHX Text255x0
AutoCAD SHX Text255x8
AutoCAD SHX Text256x7
AutoCAD SHX Text257x7
AutoCAD SHX Text258x8
AutoCAD SHX TextBOXES
AutoCAD SHX TextCONTROL
AutoCAD SHX Text249.54
AutoCAD SHX TextR=
AutoCAD SHX TextR= 248.17
AutoCAD SHX TextI= 244.59
AutoCAD SHX TextI= 244.54
AutoCAD SHX TextI= 244.15
AutoCAD SHX TextI= 244.04
AutoCAD SHX TextWV
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextWV
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextA V E N U E
AutoCAD SHX TextI N T E R S T A T E I - 90
AutoCAD SHX Text(EAST BOUND)
AutoCAD SHX Text10" GAS MAIN
AutoCAD SHX TextN42%%d29'50"W
AutoCAD SHX Textdish
AutoCAD SHX Textsatelite
AutoCAD SHX Textvent
AutoCAD SHX TextWV
AutoCAD SHX Text16" STEEL CASING
AutoCAD SHX Text8" D.I.P.
AutoCAD SHX TextWV
AutoCAD SHX Text349.90'
AutoCAD SHX Textclean-out
AutoCAD SHX Text"EXTENDED STAY
AutoCAD SHX TextAMERICA INC."
AutoCAD SHX TextS37%%d41'40"W
AutoCAD SHX TextW A S H I N G T O N
AutoCAD SHX TextN37%%d41'40"E
AutoCAD SHX Text106.36'
AutoCAD SHX TextN52%%d18'20"W
AutoCAD SHX Text160.54'
AutoCAD SHX Text30.00'
AutoCAD SHX TextN52%%D18'20"W
AutoCAD SHX Text545.91'
AutoCAD SHX TextS52%%D18'20"E
AutoCAD SHX Text500.91'
AutoCAD SHX TextS37%%D41'40"W
AutoCAD SHX Text56.48'
AutoCAD SHX TextN37%%D41'40"E
AutoCAD SHX Text26.48'
AutoCAD SHX Text45.00'
AutoCAD SHX TextS52%%D18'20"E
AutoCAD SHX TextAREA = 23,512 S.F.
AutoCAD SHX TextPARCEL B
AutoCAD SHX Text74.22'
AutoCAD SHX TextLEASE LINE S42%%d29'50"E
AutoCAD SHX Text30.00'
AutoCAD SHX TextS47%%d30'10"W
AutoCAD SHX Text152.04'
AutoCAD SHX TextLEASE LINE S42%%d29'50"E
AutoCAD SHX TextLEASE LIMIT LINE
AutoCAD SHX TextN35%%d06'06"E
AutoCAD SHX Text152.82'
AutoCAD SHX TextLEASE LINE
AutoCAD SHX Text211.42'
AutoCAD SHX TextN52%%D18'20"W
AutoCAD SHX Text84.25'
AutoCAD SHX TextS37%%d21'52"W
AutoCAD SHX Text"MARRIOTT COURT YARD"
AutoCAD SHX TextREMAINING LANDS OF
AutoCAD SHX Text1455 WASHINGTON AVENUE ASSOCIATION
AutoCAD SHX Text'DUNKIN DONUTS'
AutoCAD SHX Text(2,435.13' TO TUDOR ROAD)
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX Textbronze plaque
AutoCAD SHX Textcurb island
AutoCAD SHX Textsign
AutoCAD SHX TextMH
AutoCAD SHX Textretaining wall
AutoCAD SHX Text15.22'
AutoCAD SHX Text83.67'
AutoCAD SHX Texttransformer
AutoCAD SHX TextE
AutoCAD SHX TextC
AutoCAD SHX TextTOGETHER WITH AN EASEMENT FOR WATER MAIN (EASEMENT HAS BEEN RECONFIGURED AS SHOWN TO REFLECT AS-BUILT CONDITIONS
AutoCAD SHX Text12" HDPE
AutoCAD SHX Text12" HDPE
AutoCAD SHX Text8" PVC
AutoCAD SHX Text8" PVC
AutoCAD SHX Text8" PVC
AutoCAD SHX Text8" DIP
AutoCAD SHX TextTEL. MH
AutoCAD SHX TextLANDS NOW OR FORMERLY OF 1455 WASHINGTON AVENUE ASSOCIATES
AutoCAD SHX TextNo.1395 WASHINGTON AVENUE TAX MAP No. 53.00-1-24 LANDS N/F OF BRE/ESA PROPERTIES LLC L.2830 P.570
AutoCAD SHX TextNo.1421 WASHINGTON AVENUE TAX MAP No. 53.00-1-26 LANDS N/F OF 1421 WASHINGTON AVE LLC INSTRUMENT No.R2017-1980
AutoCAD SHX TextNo.1425 WASHINGTON AVENUE TAX MAP No. 53.00-1-27 LANDS N/F OF 1455 WASHINGTON AVENUE ASSOCIATES L.2602 P.656
AutoCAD SHX TextSPIKE
AutoCAD SHX TextSPIKE
AutoCAD SHX TextSPIKE
AutoCAD SHX TextREAR No.1421 WASHINGTON AVENUE TAX MAP No. 53.00-1-31 LANDS N/F OF 886 WESTERN AVENUE ASSOCIATES LP L.2534 P.867
AutoCAD SHX TextP.O.B.
AutoCAD SHX TextIRON ROD (TO BE SET)
AutoCAD SHX TextIRON ROD (TO BE SET)
AutoCAD SHX TextIRON ROD (TO BE SET)
AutoCAD SHX TextIRON ROD (TO BE SET)
AutoCAD SHX Text8A
AutoCAD SHX Text8B
AutoCAD SHX TextIRON ROD (TO BE SET)
AutoCAD SHX Text9.54'
AutoCAD SHX TextE
AutoCAD SHX Text8B
AutoCAD SHX Text8B
AutoCAD SHX Text9
AutoCAD SHX Text9
AutoCAD SHX Text13J
AutoCAD SHX Text9
AutoCAD SHX Text10
AutoCAD SHX Text9
AutoCAD SHX Text10
AutoCAD SHX Text12
AutoCAD SHX Text12
AutoCAD SHX TextMONUMENT FOUND
AutoCAD SHX Text10' MAXIMUM FRONT SETBACK LINE
AutoCAD SHX Texttraffic handhole
AutoCAD SHX TextR=248.25 I=245.05
AutoCAD SHX Text13J
AutoCAD SHX Text13J
AutoCAD SHX Text13J
AutoCAD SHX Text8B
AutoCAD SHX Text13AIII
AutoCAD SHX Text13I
AutoCAD SHX Text13AII
AutoCAD SHX Text(PUBLIC R.O.W. VARIES) ACCESS RESTRICTED
AutoCAD SHX TextNo.1455 WASHINGTON AVENUE TAX MAP No. 53.00-1-28 LANDS N/F OF 1455 WASHINGTON AVENUE ASSOCIATES L.2614 P.974
AutoCAD SHX TextWASHINGTON AVENUE RIGHT-OF-WAY LINE
AutoCAD SHX TextWASHINGTON AVENUE RIGHT-OF-WAY LINE
AutoCAD SHX TextLIMITS OF DECK AT LEVEL 1
AutoCAD SHX TextLIMITS OF BUILDING AT LEVELS 2-5
AutoCAD SHX TextLIMITS OF BUILDING AT LEVEL 1
AutoCAD SHX TextGRADE LEVEL PARKING ELEVATION 246+-
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextEXISTING RETAINING WALL TO REMAIN
AutoCAD SHX TextCONCRETE RETAINING WALL (5/C9)
AutoCAD SHX TextLIMITS EXISTING RETAINING WALL TO REMAIN
AutoCAD SHX TextCROSSWALK (2/C9)
AutoCAD SHX TextCROSSWALK (2/C9)
AutoCAD SHX TextCONCRETE WALK (1/C9)
AutoCAD SHX TextCONCRETE WALK (1/C9)
AutoCAD SHX TextSEGMENTED BLOCK RETAINING WALL (3/C9)
AutoCAD SHX TextBUILDING OVERHANG ELEV=269.00
AutoCAD SHX TextBUILDING OVERHANG ELEV=269.00
AutoCAD SHX TextGRASSPAVE (4/C9)
AutoCAD SHX TextGRASSPAVE (4/C9)
AutoCAD SHX TextFILE:
AutoCAD SHX TextSCALE:
AutoCAD SHX TextBY:
AutoCAD SHX TextCHK:
AutoCAD SHX TextDATE:
AutoCAD SHX TextHERSHBERG
AutoCAD SHX TextREMARKS
AutoCAD SHX TextREVISIONS
AutoCAD SHX TextDATE
AutoCAD SHX TextDOCUMENT EXCEPT BY A
AutoCAD SHX TextLICENSED PROFESSIONAL
AutoCAD SHX TextSURVEYOR, IS ILLEGAL
AutoCAD SHX TextENGINEER OR LAND
AutoCAD SHX TextALTERATION OF THIS
AutoCAD SHX TextHERSHBERG
AutoCAD SHX TextConsulting Engineers
AutoCAD SHX Textand Land Surveyors
AutoCAD SHX Text18 Locust Street
AutoCAD SHX TextAlbany, New York 12203
AutoCAD SHX Text&
AutoCAD SHX TextSITE PLAN 1415 WASHINGTON AVENUE CITY OF ALBANY COUNTY OF ALBANY, STATE OF NEW YORK
AutoCAD SHX Text200015
AutoCAD SHX TextAS NOTED
AutoCAD SHX TextWM
AutoCAD SHX TextDRH
AutoCAD SHX Text1/24/2020
AutoCAD SHX TextL
AutoCAD SHX TextE
AutoCAD SHX TextI
AutoCAD SHX TextN
AutoCAD SHX TextG
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextB
AutoCAD SHX TextH
AutoCAD SHX TextR.
AutoCAD SHX Text0
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text2
AutoCAD SHX Text2
AutoCAD SHX Text6
AutoCAD SHX TextA
AutoCAD SHX TextD
AutoCAD SHX TextE
AutoCAD SHX TextE
AutoCAD SHX TextX
AutoCAD SHX TextC
AutoCAD SHX TextR
AutoCAD SHX TextS
AutoCAD SHX TextL
AutoCAD SHX TextI
AutoCAD SHX TextO
AutoCAD SHX TextF
AutoCAD SHX TextO
AutoCAD SHX TextE
AutoCAD SHX TextT
AutoCAD SHX TextA
AutoCAD SHX TextK
AutoCAD SHX TextR
AutoCAD SHX TextO
AutoCAD SHX TextY
AutoCAD SHX TextW
AutoCAD SHX TextE
AutoCAD SHX TextN
AutoCAD SHX TextT
AutoCAD SHX TextS
AutoCAD SHX TextH
AutoCAD SHX TextS
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX Text200015-1.DWG
AutoCAD SHX TextGENERAL 8/11/2020
AutoCAD SHX Text0.51
AutoCAD SHX Text0.03
AutoCAD SHX Text1.76
AutoCAD SHX Text1.79
AutoCAD SHX Text3.24
AutoCAD SHX Text15.8
AutoCAD SHX Text1.0
AutoCAD SHX Text54.4
AutoCAD SHX Text55.4
AutoCAD SHX Text100.00
AutoCAD SHX TextPROPOSED SITE COVERAGE STATISTICS
AutoCAD SHX Textpavement/sidewalk area
AutoCAD SHX TextSITE
AutoCAD SHX TextALBANY
AutoCAD SHX Text90
AutoCAD SHX TextCREEK
AutoCAD SHX TextPATROON
AutoCAD SHX TextCITY
AutoCAD SHX TextROAD
AutoCAD SHX TextOF
AutoCAD SHX TextWASHINGTON AVENUE
AutoCAD SHX Text90
AutoCAD SHX Text156
AutoCAD SHX TextFULLER
AutoCAD SHX TextAT ALBANY
AutoCAD SHX TextSTATE UNIVERSITY
AutoCAD SHX Text OF NEW YORK
AutoCAD SHX TextEXISTING PARKING TABLE
AutoCAD SHX TextZONING INFORMATION
AutoCAD SHX TextSITE LOCATION MAP
AutoCAD SHX TextREGULAR PARKING
AutoCAD SHX Text91
AutoCAD SHX TextHANDICAPPED PARKING
AutoCAD SHX Text 4
AutoCAD SHX TextTOTAL PARKING SPACES
AutoCAD SHX Text95
AutoCAD SHX TextMU-CU MIXED-USE COMMUNITY URBAN
AutoCAD SHX TextMIN. LOT WIDTH
AutoCAD SHX Text20 FEET
AutoCAD SHX Text10 FEET
AutoCAD SHX TextNONE
AutoCAD SHX Text0 FEET
AutoCAD SHX TextMAX. FRONT YARD
AutoCAD SHX TextMIN. SIDE YARD
AutoCAD SHX TextMIN. REAR YARD
AutoCAD SHX TextZONING INFORMATION ADOPTED FROM: CITY OF ALBANY, N.Y. ADOPTED USDO ZONING REPORT
AutoCAD SHX Text90%
AutoCAD SHX TextMAX. LOT COVERAGE
AutoCAD SHX TextPROPOSED PARKING TABLE
AutoCAD SHX TextREGULAR PARKING
AutoCAD SHX Text201
AutoCAD SHX TextHANDICAPPED PARKING
AutoCAD SHX Text6
AutoCAD SHX TextTOTAL PARKING SPACES
AutoCAD SHX Text207
AutoCAD SHX Textdescription s.f. acres
AutoCAD SHX Text%
AutoCAD SHX Textgross site area
AutoCAD SHX Text141,177
AutoCAD SHX Textbuilding area
AutoCAD SHX Text79,792
AutoCAD SHX Text22,079
AutoCAD SHX Text61,385
AutoCAD SHX Textimpervious area
AutoCAD SHX Textgrass area
AutoCAD SHX Text57,713
AutoCAD SHX Text1.41
AutoCAD SHX Text1.33
AutoCAD SHX Text0.50
AutoCAD SHX Text1.83
AutoCAD SHX Text3.24
AutoCAD SHX Text43.5
AutoCAD SHX Text41.0
AutoCAD SHX Text15.5
AutoCAD SHX Text56.5
AutoCAD SHX Text100.00
AutoCAD SHX TextEXISTING SITE COVERAGE STATISTICS
AutoCAD SHX Textpavement/sidewalk area
AutoCAD SHX Textdescription s.f. acres
AutoCAD SHX Text%
AutoCAD SHX Textgross site area
AutoCAD SHX Text141,177
AutoCAD SHX Textbuilding coverage
AutoCAD SHX Text78,133
AutoCAD SHX Text76,752
AutoCAD SHX Text22,176
AutoCAD SHX Textimpervious area
AutoCAD SHX Textgrass area
AutoCAD SHX Text1,381
AutoCAD SHX Textporous pavement area
AutoCAD SHX Text40,868
AutoCAD SHX Text0.93
AutoCAD SHX Text28.8
AutoCAD SHX TextCITY OF ALBANY NOTES
AutoCAD SHX TextSITE REQUIREMENTS: THE CONTRACTOR WILL BE RESPONSIBLE FOR THE FOLLOWING: THE REMOVAL AND REPLACING OF ALL EXISTING SIDEWALKS, CURBS, STREET PAVEMENT, TREES, BRICK PAVERS, AND SHRUBBERY DAMAGED DURING THE COURSE OF THIS PROJECT AND WITHIN THE FULL LIMITATIONS OF THE PROJECT. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ALL METHODS AVAILABLE HAVE BEEN TAKEN TO PROTECT ALL THE AFOREMENTIONED ENTITIES BEFORE CONSTRUCTION WORK BEGINS. IF AT ANY TIME DURING SAID CONSTRUCTION, THE CITY ENGINEER OR HIS REPRESENTATIVE DEEM THAT ANY AND/OR ALL PORTIONS OF SIDEWALK, CURB PAVEMENT AND/OR ANY OTHER APPURTENANCES HAVE BEEN DAMAGED BY EITHER THE GENERAL CONTRACTOR OR ANY OF HIS SUB-CONTRACTORS, IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE ALL REPAIRS AND/OR CORRECTIONS TO SAID AREAS WITHOUT ANY COST TO THE CITY OF ALBANY. PERMIT REQUIREMENTS: THE GENERAL CONTRACTOR, PRIOR TO BEGINNING ANY WORK ON SAID PROJECT, WILL PROCURE THE FOLLOWING PERMITS WHERE APPLICABLE: *ENGINEERING DEPARTMENT *DEPARTMENT OF GENERAL SERVICES *GRADING AND MINING *CURB CUT APPLICATION *SANITARY/STORM SEWER *SIDEWALK/CURB RESTORATION *RETAINING WALL *STREET RESTORATION *WATER DEPARTMENT *WATER SERVICE THE CONTRACTOR WILL PROCURE BEFORE BEGINNING OF CONSTRUCTION ALL REQUIRED PERMITS LIABILITY INSURANCE FOR $1,000,000.00 AND A PERFORMANCE BOND AS ASSESSED BY CITY ENGINEER. BOND AND LIABILITY INSURANCE TO BE SUBMITTED TO THE ENGINEERING DEPARTMENT BEFORE THE GENERAL CONTRACTOR INTENDS TO BEGIN ANY SITE EXCAVATION. THE CONTRACTOR WILL NOTIFY THE ENGINEERING DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO PERFORMING ALL UTILITY OR SITE RESTORATION WORK. FAILURE TO NOTIFY THE ENGINEERING DEPARTMENT BEFORE BEGINNING WORK COULD RESULT IN A ONE HUNDRED DOLLAR ($100.00) FINE FOR EACH DAY THE OFFENSE OCCURS. THE CONTRACTOR WILL NOTIFY THE DEPARTMENT OF WATER AND WATER SUPPLY FORTY-EIGHT (48) HOURS PRIOR TO SCHEDULE AN INSPECTION FOR WATER, SANITARY AND STORM UTILITY WORK.
AutoCAD SHX Text1. THE CONTRACTOR SHALL OBTAIN A STREET OPENING PERMIT AND A STREET ACCESS APPLICATION (CURB-CUT) FROM THE DEPARTMENT OF GENERAL SERVICES FOR ANY WORK WITHIN THE CITY'S ROW. CONTACT GARY BOHL AT 518-462-3529 2. A GRADING PERMIT IS REQUIRED. CONTRACTOR TO CONTACT PATRICK MCCUTCHEON, ENGINEERING DEPARTMENT (518-434-2387) FOR APPLICATION AND REVIEW.
AutoCAD SHX TextNOTES
AutoCAD SHX TextRIGHT OF WAY
AutoCAD SHX TextACCESS AREA
AutoCAD SHX TextTRAFFIC FLOW
AutoCAD SHX TextNo.
AutoCAD SHX TextR.O.W.
AutoCAD SHX TextNUMBER
AutoCAD SHX TextP.O.B.
AutoCAD SHX Textenc.
AutoCAD SHX TextS.F.
AutoCAD SHX TextR
AutoCAD SHX TextFt.
AutoCAD SHX TextN/F
AutoCAD SHX TextDeg.
AutoCAD SHX TextM
AutoCAD SHX TextN
AutoCAD SHX TextS
AutoCAD SHX TextE
AutoCAD SHX Textelec.
AutoCAD SHX Texttel.
AutoCAD SHX TextMH
AutoCAD SHX Textx
AutoCAD SHX TextENCROACHMENT
AutoCAD SHX TextPOINT OF BEGINNING
AutoCAD SHX TextFEET
AutoCAD SHX TextNOW OR FORMERLY
AutoCAD SHX TextSQUARE FEET
AutoCAD SHX TextMEASURED
AutoCAD SHX TextRECORD
AutoCAD SHX TextNORTH
AutoCAD SHX TextSOUTH
AutoCAD SHX TextEAST
AutoCAD SHX TextELECTRIC
AutoCAD SHX TextTELEPHONE
AutoCAD SHX TextMONUMENT
AutoCAD SHX TextIRON ROD
AutoCAD SHX TextMANHOLE
AutoCAD SHX TextSIGN
AutoCAD SHX TextCATCHBASIN
AutoCAD SHX TextFENCE LINE
AutoCAD SHX TextGUARD RAIL
AutoCAD SHX TextOVERHEAD WIRE, UTILITY
AutoCAD SHX Text POLE & GUY WIRE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextDEGREE
AutoCAD SHX TextW
AutoCAD SHX TextWEST
AutoCAD SHX TextBOLLARD
AutoCAD SHX TextWV
AutoCAD SHX TextGV
AutoCAD SHX TextWATER VALVE
AutoCAD SHX TextGAS VALVE
AutoCAD SHX TextL.
AutoCAD SHX TextP.
AutoCAD SHX TextLIBER
AutoCAD SHX TextPAGE
AutoCAD SHX TextSTREET LIGHT
AutoCAD SHX TextLEGEND
AutoCAD SHX TextHYDRANT
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextLIGHT POLE
AutoCAD SHX TextO
AutoCAD SHX TextS
AutoCAD SHX TextW
AutoCAD SHX TextWATER SHUT OFF
AutoCAD SHX TextGAS TEST
AutoCAD SHX TextGAS DRIP
AutoCAD SHX TextGT
AutoCAD SHX TextGD
AutoCAD SHX TextWATER LINE
AutoCAD SHX TextSEWER LINE
AutoCAD SHX TextGAS LINE
AutoCAD SHX TextUNDERGROUND ELECTRIC
AutoCAD SHX TextSTORM LINE
AutoCAD SHX TextNEW ROOF DRAIN
AutoCAD SHX TextNEW STORM SEWER
AutoCAD SHX TextNEW SANITARY SEWER LATERAL
AutoCAD SHX TextNEW WATER SERVICE
AutoCAD SHX TextNEW POROUS PAVEMENT
AutoCAD SHX TextBICYCLE PARKING REQUIRED (20% OF CAR PARKING)
AutoCAD SHX Text42
AutoCAD SHX TextBICYCLE PARKING (OUTSIDE)
AutoCAD SHX Text18
AutoCAD SHX TextTOTAL BICYCLE PARKING
AutoCAD SHX Text68
AutoCAD SHX TextBICYCLE PARKING (INSIDE)
AutoCAD SHX Text50
AutoCAD SHX TextASPHALT
AutoCAD SHX TextFULL SET OF PLANS 10/16/20
AutoCAD SHX Textdescription
AutoCAD SHX Text# required
AutoCAD SHX Textdwelling, mutli
AutoCAD SHX Text141,177 sf
AutoCAD SHX TextRECREATION SPACE TABLE
AutoCAD SHX Textrequirment
AutoCAD SHX Textquantity
AutoCAD SHX Text14,177 sf
AutoCAD SHX Textarea 1: plaza
AutoCAD SHX Text10%%% of site
AutoCAD SHX Textfamily
AutoCAD SHX Text8,300 sf
AutoCAD SHX Text8,000 sf
AutoCAD SHX Textarea
AutoCAD SHX Textarea 2: community courtyard
AutoCAD SHX TextTOTAL
AutoCAD SHX Text16,300 sf
S
S
S
WW
WW
WW
WW
WW
WW
W
COMMUNITYCOURTYARD
PLAZA
BR
IDG
E
LOADING
LOBBY
LEVEL 1 =5' ABOVE GRADE(256.00)
AT GRADE(FF=252.50)
LEVEL 1 = 5' ABOVE GRADE
LEVEL 1 = 5' ABOVE GRADE (257.50)
8,000 SF8,300 SF
HYDROTECH WATERPROOFING AT DECK
UP
LOADING
LOADING
TRASH
BIKEPARKING
LOBBYAMENITY
LOBBY
LOBBY
SECURITY
GATE
MAINTENANCE
W
RD
RD
RD
RD
W W W W W
W
(FF=246.00)
W W W
W
W
STADIUM STAIR
S
ST
ST
RD
UEUE
UEUE
UE
UE
UE
UE
UE
RD
RD
SS
SS
SS
SS
SS
SS
SS S S S S S S S
C3/10
AutoCAD SHX TextR= 248.17
AutoCAD SHX TextI= 244.59
AutoCAD SHX TextI= 244.54
AutoCAD SHX TextI N T E R S T A T E I - 90
AutoCAD SHX Text(EAST BOUND)
AutoCAD SHX Textdish
AutoCAD SHX Textsatelite
AutoCAD SHX Textvent
AutoCAD SHX TextIN
AutoCAD SHX TextIN
AutoCAD SHX TextWV
AutoCAD SHX Text349.90'
AutoCAD SHX Text249.56
AutoCAD SHX Text234.04
AutoCAD SHX TextINV.=
AutoCAD SHX TextRIM=
AutoCAD SHX TextINV.=
AutoCAD SHX Text232.42
AutoCAD SHX Text232.13
AutoCAD SHX TextINV.=
AutoCAD SHX TextOUT
AutoCAD SHX Text249.48
AutoCAD SHX Text231.73
AutoCAD SHX TextINV.=
AutoCAD SHX TextRIM=
AutoCAD SHX TextEXISTING MH
AutoCAD SHX TextIN
AutoCAD SHX TextOUT
AutoCAD SHX TextINV.=
AutoCAD SHX Text231.48
AutoCAD SHX Textclean-out
AutoCAD SHX TextEXISTING MH
AutoCAD SHX Text"EXTENDED STAY
AutoCAD SHX TextAMERICA INC."
AutoCAD SHX TextS37%%d41'40"W
AutoCAD SHX Text15.00'
AutoCAD SHX TextS37%%D41'40"W 241.05'
AutoCAD SHX Text100.89'
AutoCAD SHX TextN37%%D41'40"E 219.11'
AutoCAD SHX Text115.89'
AutoCAD SHX TextS52%%d18'20"E
AutoCAD SHX Text82.95'
AutoCAD SHX TextN52%%d18'20"W
AutoCAD SHX Text197.55'
AutoCAD SHX TextS37%%d41'40"W
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX Text12" HDPE
AutoCAD SHX Text8" PVC
AutoCAD SHX TextLANDS NOW OR FORMERLY OF 1455 WASHINGTON AVENUE ASSOCIATES
AutoCAD SHX TextIRON ROD (TO BE SET)
AutoCAD SHX Text12
AutoCAD SHX TextRIGHT-OF-WAY WITHOUT ACCESS
AutoCAD SHX Text12
AutoCAD SHX TextRIGHT-OF-WAY WITHOUT ACCESS
AutoCAD SHX TextMONUMENT FOUND
AutoCAD SHX TextR=248.25 I=245.05
AutoCAD SHX Text13I
AutoCAD SHX Text(PUBLIC R.O.W. VARIES) ACCESS RESTRICTED
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextNEW HYDRANT (3/C3)
AutoCAD SHX Text45° HORIZONTAL BEND
AutoCAD SHX Text22 1/2° HORIZONTAL BEND
AutoCAD SHX Text8"X6"X8" TEE
AutoCAD SHX Text8"X6" REDUCER
AutoCAD SHX Text6" GATE VALVE
AutoCAD SHX Text10 LF 6" DIP CL 52 WATER MAIN TO HYDRANT (1/C3)
AutoCAD SHX Text48 LF 8" DIP CL 52 WATER MAIN (1/C3)
AutoCAD SHX Text240 LF 8" DIP CL 52 WATER MAIN (1/C3)
AutoCAD SHX Text6" GATE VALVE
AutoCAD SHX Text20 LF 6" DIP CL 52 WATER MAIN TO HYDRANT (1/C3)
AutoCAD SHX Text14 LF 8" DIP CL 52 WATER SERVICE (1/C3)
AutoCAD SHX Text45° HORIZONTAL BEND
AutoCAD SHX Text155 LF 8" DIP CL 52 WATER MAIN (1/C3)
AutoCAD SHX Text45° HORIZONTAL BEND
AutoCAD SHX TextNEW HYDRANT (3/C3)
AutoCAD SHX Text8"X8"X8" TAPPING VALVE AND SLEEVE (2/C3)
AutoCAD SHX Text15 LF 8" DIP CL 52 WATER MAIN (1/C3)
AutoCAD SHX Text25 LF 8" DIP CL 52 WATER MAIN (1/C3)
AutoCAD SHX Text8" GATE VALVE
AutoCAD SHX Text15' UTILITY EASEMENT
AutoCAD SHX Text8" GATE VALVE
AutoCAD SHX TextFINISHED GRADE
AutoCAD SHX TextEXISTING GRADE
AutoCAD SHX Text10 LF 6" DIP CL 52 WATER MAIN TO HYDRANT
AutoCAD SHX Text6" GATE VALVE
AutoCAD SHX Text8"X6" REDUCER
AutoCAD SHX Text45° HORIZONTAL BEND
AutoCAD SHX Text48 LF 8" DIP CL 52 WATER MAIN
AutoCAD SHX Text22 1/2° HORIZONTAL BEND
AutoCAD SHX Text240 LF 8" DIP CL 52 WATER MAIN
AutoCAD SHX Text8"X6"X8" TEE
AutoCAD SHX Text6" DIP CL 52 WATER MAIN TO HYDRANT
AutoCAD SHX Text45° VERTICAL BEND
AutoCAD SHX Text155 LF 8" DIP CL 52 WATER MAIN
AutoCAD SHX Text45° HORIZONTAL BEND
AutoCAD SHX TextEXISTING 8" WATER MAIN
AutoCAD SHX Text8" GATE VALVE
AutoCAD SHX Text8"X8"X8" TAPPING VALVE AND SLEEVE
AutoCAD SHX Text15 LF 8" DIP CL 52 WATER MAIN
AutoCAD SHX Text25 LF 8" DIP CL 52 WATER MAIN
AutoCAD SHX Text8"X8"X8" TEE
AutoCAD SHX Text8" DIP CL 52 WATER SERVICE TO BUILDING
AutoCAD SHX TextFILE:
AutoCAD SHX TextSCALE:
AutoCAD SHX TextBY:
AutoCAD SHX TextCHK:
AutoCAD SHX TextDATE:
AutoCAD SHX TextHERSHBERG
AutoCAD SHX TextREMARKS
AutoCAD SHX TextREVISIONS
AutoCAD SHX TextDATE
AutoCAD SHX TextDOCUMENT EXCEPT BY A
AutoCAD SHX TextLICENSED PROFESSIONAL
AutoCAD SHX TextSURVEYOR, IS ILLEGAL
AutoCAD SHX TextENGINEER OR LAND
AutoCAD SHX TextALTERATION OF THIS
AutoCAD SHX TextHERSHBERG
AutoCAD SHX TextConsulting Engineers
AutoCAD SHX Textand Land Surveyors
AutoCAD SHX Text18 Locust Street
AutoCAD SHX TextAlbany, New York 12203
AutoCAD SHX Text&
AutoCAD SHX TextWATER MAIN PLAN/PROFILE AND DETAILS 1415 WASHINGTON AVENUE CITY OF ALBANY COUNTY OF ALBANY, STATE OF NEW YORK
AutoCAD SHX Text200015
AutoCAD SHX TextAS NOTED
AutoCAD SHX TextWM
AutoCAD SHX TextDRH
AutoCAD SHX Text1/24/2020
AutoCAD SHX TextL
AutoCAD SHX TextE
AutoCAD SHX TextI
AutoCAD SHX TextN
AutoCAD SHX TextG
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextB
AutoCAD SHX TextH
AutoCAD SHX TextR.
AutoCAD SHX Text0
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text2
AutoCAD SHX Text2
AutoCAD SHX Text6
AutoCAD SHX TextA
AutoCAD SHX TextD
AutoCAD SHX TextE
AutoCAD SHX TextE
AutoCAD SHX TextX
AutoCAD SHX TextC
AutoCAD SHX TextR
AutoCAD SHX TextS
AutoCAD SHX TextL
AutoCAD SHX TextI
AutoCAD SHX TextO
AutoCAD SHX TextF
AutoCAD SHX TextO
AutoCAD SHX TextE
AutoCAD SHX TextT
AutoCAD SHX TextA
AutoCAD SHX TextK
AutoCAD SHX TextR
AutoCAD SHX TextO
AutoCAD SHX TextY
AutoCAD SHX TextW
AutoCAD SHX TextE
AutoCAD SHX TextN
AutoCAD SHX TextT
AutoCAD SHX TextS
AutoCAD SHX TextH
AutoCAD SHX TextS
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX Text200015-1.DWG
AutoCAD SHX TextGENERAL 8/11/2020
AutoCAD SHX TextGATE VALVE
AutoCAD SHX TextNOT TO SCALE
AutoCAD SHX TextLIMIT OF EXCAVATION
AutoCAD SHX Text8" EXIST. WATER MAIN
AutoCAD SHX TextTAPPING VALVE & SLEEVE DETAIL
AutoCAD SHX TextTRENCH TO BE BACKFILLED AS SHOWN IN TYPICAL TRENCH DETAIL
AutoCAD SHX TextPROPOSED 8" D.I.P. WATER
AutoCAD SHX TextTAPPING SLEEVE
AutoCAD SHX TextLIMIT OF EXCAVATION
AutoCAD SHX TextCLASS C CONCRETE (2500 P.S.I.) N.Y.S.D.O.T. 501.0101 THRUST BLOCK
AutoCAD SHX Text1
AutoCAD SHX TextC3
AutoCAD SHX Text2
AutoCAD SHX TextC3
AutoCAD SHX TextTYPICAL HYDRANT DETAIL (CITY OF ALBANY)
AutoCAD SHX TextNOT TO SCALE
AutoCAD SHX Text3
AutoCAD SHX TextC3
AutoCAD SHX TextNOTES: 1. RESTRAIN ALL JOINTS FROM THE MAIN TO THE HYDRANT WITH MEGA LUGS. RESTRAIN ALL JOINTS FROM THE MAIN TO THE HYDRANT WITH MEGA LUGS. 2. ALL BURIED DUCTILE IRON COMPONENTS TO BE WRAPPED IN V-BIO POLYETHYLENE ALL BURIED DUCTILE IRON COMPONENTS TO BE WRAPPED IN V-BIO POLYETHYLENE ENCASEMENT OR APPROVED EQUAL.
AutoCAD SHX Text5'-0" MIN.
AutoCAD SHX TextTRENCH OR
AutoCAD SHX TextBURY AS REQ'D.
AutoCAD SHX Text5-0" MIN.
AutoCAD SHX Text1'-6"
AutoCAD SHX Text8" MIN.
AutoCAD SHX Text4'-0"± MIN.
AutoCAD SHX Text2'-6" MIN.
AutoCAD SHX TextPREFERRED AS
AutoCAD SHX TextCLOSE AS POSSIBLE
AutoCAD SHX TextPREFERRED AS FAR
AutoCAD SHX TextAS POSSIBLE
AutoCAD SHX TextHYDRANT LEAD
AutoCAD SHX TextLENGTH AS REQUIRED
AutoCAD SHX Text4" MIN.
AutoCAD SHX TextMAIN
AutoCAD SHX TextM.J. ANCHORING TEE ANCHORING TEE CLOW F-1217 OR APPROVED EQUAL
AutoCAD SHX TextWATEROUS PACER HYDRANT TRAFFIC MODEL WB67-250 OPEN RIGHT 5 " BARREL 14" BARREL 6" M.J. SHOE 1 - 4 " PUMPER 12" PUMPER 2 - 2 " HOSE 12" HOSE (HEAD ORIENTATION AS REQ'D)
AutoCAD SHX TextPLAN
AutoCAD SHX TextELEVATION
AutoCAD SHX TextFLUSH WITH PAVEMENT OR 1" IN GRASSED AREAS
AutoCAD SHX TextRED, MARINE GRADE ENAMEL
AutoCAD SHX TextBREAK FLANGE
AutoCAD SHX TextDRAIN
AutoCAD SHX TextPOLYETHYLENE WRAP
AutoCAD SHX Text6" M.J. GATE VALVE
AutoCAD SHX TextVALVE BOX (TELESCOPIC PATTERN)
AutoCAD SHX TextUNDISTURBED MATERIAL
AutoCAD SHX TextM.J.ANCHORING TEEANCHORING TEE
AutoCAD SHX TextFINISHED GRADE
AutoCAD SHX Text8"X16"X16" SOLID CONCRETE BLOCK
AutoCAD SHX TextCRUSHED STONE SIZE 1 AND 1A
AutoCAD SHX TextM.J. ANCHORING PIPE ANCHORING PIPE CLOW F-1217 OR APPROVED EQUAL
AutoCAD SHX TextAMERICAN FLOW CONTROL SERIES 2500 RESILIENT WEDGE GATE VALVE
AutoCAD SHX TextAMERICAN FLOW CONTROL SERIES 2500 RESILIENT WEDGE GATE VALVE
AutoCAD SHX Text8"X16"X16" SOLID CONCRETE BLOCK
AutoCAD SHX TextTO TOP OF PIPE
AutoCAD SHX TextWATER MAIN PLAN
AutoCAD SHX TextSCALE=1"=30'
AutoCAD SHX TextWATER MAIN PROFILE
AutoCAD SHX TextSCALE=1"=30' (H) 1"=3' (V)
AutoCAD SHX Text6" MIN.
AutoCAD SHX TextO.D.+ 2'-0"
AutoCAD SHX TextPIPE
AutoCAD SHX TextSELECT TRENCH BACKFILL ITEM 2530-3 OR 2530-ALT. 3 COMPACTED IN 6" LAYERS (MAXIMUM)
AutoCAD SHX TextMIXTURE OF #1 AND #2 CRUSHED STONE
AutoCAD SHX Text6" MIN.
AutoCAD SHX TextFINISH GRADE (RESTORE TO MATCH ADJACENT GRADE)
AutoCAD SHX TextSAW-CUT ALL EXISTING PAVED AREAS AS REQUIRED
AutoCAD SHX TextPROVIDE SHEETING OR RENCH B0X WALLS AS REQUIRED BY STATE OR FEDERAL CODES
AutoCAD SHX TextNOT TO SCALE
AutoCAD SHX TextTYPICAL WATER MAIN TRENCH DETAIL
AutoCAD SHX Text1. 48 HOURS NOTICE MUST BE GIVEN TO DEPARTMENT OF WATER FOR INSPECTIONS FOR THE SANITARY, WATER AND STORMWATER UTILITIES. 2. PRESSURE AND LEAKAGE TESTING OF THE WATER MAIN SHALL BE WITNESSED BY DEPARTMENT STAFF AND ACCEPTABLE BACTERIOLOGICAL TEST MUST BE SUBMITTED AND ACCEPTED BY THE DEPARTMENT PRIOR TO FINAL OF THE NEW WATER MAIN. 3. PRIOR TO USE, ALL WATER LINES MUST BE CHLORINATED AND HAVE A BACTERIOLOGICAL TEST PERFORMED IN ACCORDANCE WITH CITY OF ALBANY STANDARDS.
AutoCAD SHX TextNOTES
AutoCAD SHX TextFULL SET OF PLANS 10/16/20
S
S
S
S
S
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
COMMUNITYCOURTYARD
PLAZA
BR
IDG
E
LEVEL 1 =5' ABOVE GRADE
LEVEL 1 = 5' ABOVE GRADE (257.50)
8,000 SF8,300 SF
HYDROTECH WATERPROOFING AT DECK
LOADING
TRASH
BIKEPARKING
LOBBYAMENITY
LOBBY
SECURITY
GATE
MAINTENANCE
W
RD
RD
RDRD
RD RD
W W W W W W W W
W
W
W
(FF=246.00)
W
W W W W
W
W
W
W
STADIUM STAIR
S
UEUE
UEUE
UEUE
UE
UE
UE
RD
RD
RD
SS
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SS
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S S S S S S S S S S S S S
C4/10
AutoCAD SHX TextIN
AutoCAD SHX TextIN
AutoCAD SHX TextWV
AutoCAD SHX Text349.90'
AutoCAD SHX Text249.56
AutoCAD SHX Text234.04
AutoCAD SHX TextINV.=
AutoCAD SHX TextRIM=
AutoCAD SHX TextINV.=
AutoCAD SHX Text232.42
AutoCAD SHX Text232.13
AutoCAD SHX TextINV.=
AutoCAD SHX TextOUT
AutoCAD SHX TextEXISTING MH
AutoCAD SHX Text15.00'
AutoCAD SHX TextS37%%D41'40"W 241.05'
AutoCAD SHX TextN37%%D41'40"E 219.11'
AutoCAD SHX TextS52%%d18'20"E
AutoCAD SHX TextN52%%d18'20"W
AutoCAD SHX Text12" HDPE
AutoCAD SHX Text8" PVC
AutoCAD SHX TextIRON ROD (TO BE SET)
AutoCAD SHX TextRIGHT-OF-WAY WITHOUT ACCESS
AutoCAD SHX TextR=248.25 I=245.05
AutoCAD SHX Text13I
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextCLEANOUT (1/C4)
AutoCAD SHX TextCORED-IN FIELD CONNECTION I=232.58
AutoCAD SHX TextBASEMENT LEVEL (LOBBY) FF=246.00
AutoCAD SHX TextFINISHED GRADE
AutoCAD SHX TextEXISTING GRADE
AutoCAD SHX TextCLEANOUT TO GRADE
AutoCAD SHX Text69 LF 8" PVC SDR 26/35 AT 1.0%
AutoCAD SHX TextSAN MH 1 R=246.09 I=240.81 I=240.71
AutoCAD SHX Text238 LF 8" PVC SDR 26/35 AT 1.0%
AutoCAD SHX Text153 LF 8" PVC SDR 26/35 AT 3.5%
AutoCAD SHX Text8 LF 8" PVC SDR 26/35 AT 3.5%
AutoCAD SHX TextCORED-IN FIELD CONNECTION I=232.58
AutoCAD SHX TextSAN MH 1 R=246.30 I=238.33 I=238.23
AutoCAD SHX TextEXISTING MH R=249.56 I=232.58 (8" LATERAL) I=234.42 I=234.04 I=232.13
AutoCAD SHX TextCLEANOUT TO GRADE
AutoCAD SHX TextFILE:
AutoCAD SHX TextSCALE:
AutoCAD SHX TextBY:
AutoCAD SHX TextCHK:
AutoCAD SHX TextDATE:
AutoCAD SHX TextHERSHBERG
AutoCAD SHX TextREMARKS
AutoCAD SHX TextREVISIONS
AutoCAD SHX TextDATE
AutoCAD SHX TextDOCUMENT EXCEPT BY A
AutoCAD SHX TextLICENSED PROFESSIONAL
AutoCAD SHX TextSURVEYOR, IS ILLEGAL
AutoCAD SHX TextENGINEER OR LAND
AutoCAD SHX TextALTERATION OF THIS
AutoCAD SHX TextHERSHBERG
AutoCAD SHX TextConsulting Engineers
AutoCAD SHX Textand Land Surveyors
AutoCAD SHX Text18 Locust Street
AutoCAD SHX TextAlbany, New York 12203
AutoCAD SHX Text&
AutoCAD SHX TextSANITARY SEWER PLAN/PROFILE AND DETAILS 1415 WASHINGTON AVENUE CITY OF ALBANY COUNTY OF ALBANY, STATE OF NEW YORK
AutoCAD SHX Text200015
AutoCAD SHX TextAS NOTED
AutoCAD SHX TextWM
AutoCAD SHX TextDRH
AutoCAD SHX Text1/24/2020
AutoCAD SHX TextL
AutoCAD SHX TextE
AutoCAD SHX TextI
AutoCAD SHX TextN
AutoCAD SHX TextG
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextB
AutoCAD SHX TextH
AutoCAD SHX TextR.
AutoCAD SHX Text0
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text2
AutoCAD SHX Text2
AutoCAD SHX Text6
AutoCAD SHX TextA
AutoCAD SHX TextD
AutoCAD SHX TextE
AutoCAD SHX TextE
AutoCAD SHX TextX
AutoCAD SHX TextC
AutoCAD SHX TextR
AutoCAD SHX TextS
AutoCAD SHX TextL
AutoCAD SHX TextI
AutoCAD SHX TextO
AutoCAD SHX TextF
AutoCAD SHX TextO
AutoCAD SHX TextE
AutoCAD SHX TextT
AutoCAD SHX TextA
AutoCAD SHX TextK
AutoCAD SHX TextR
AutoCAD SHX TextO
AutoCAD SHX TextY
AutoCAD SHX TextW
AutoCAD SHX TextE
AutoCAD SHX TextN
AutoCAD SHX TextT
AutoCAD SHX TextS
AutoCAD SHX TextH
AutoCAD SHX TextS
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX Text200015-1.DWG
AutoCAD SHX TextGENERAL 8/11/2020
AutoCAD SHX Text6" PVC SDR 26/35 SANITARY SEWER
AutoCAD SHX TextFINISHED GRADE
AutoCAD SHX TextIN LINE CLEANOUT DETAIL
AutoCAD SHX TextCLEANOUT ADAPTER
AutoCAD SHX TextLID TO BE LABELED "SEWER"
AutoCAD SHX TextVALVE BOX TOP SECTION
AutoCAD SHX Text4" PVC SDR 26/35
AutoCAD SHX Text4" 45%%D BEND
AutoCAD SHX Text6"X6"X4" WYE CONNECTION
AutoCAD SHX TextNOT TO SCALE
AutoCAD SHX TextFLOW
AutoCAD SHX Text27"
AutoCAD SHX Text& PLUG
AutoCAD SHX TextSANITARY SEWER LATERAL PLAN
AutoCAD SHX TextSCALE=1"=20'
AutoCAD SHX TextSANITARY SEWER LATERAL PROFILE
AutoCAD SHX TextSCALE=1"=20' (H) 1"=2' (V)
AutoCAD SHX Text2
AutoCAD SHX TextC4
AutoCAD SHX Text6" MIN.
AutoCAD SHX TextO.D.+ 2'-0"
AutoCAD SHX TextPIPE
AutoCAD SHX TextSELECT TRENCH BACKFILL ITEM 2530-3 OR 2530-ALT. 3 COMPACTED IN 6" LAYERS (MAXIMUM)
AutoCAD SHX TextMIXTURE OF #1 AND #2 CRUSHED STONE
AutoCAD SHX Text6" MIN.
AutoCAD SHX TextFINISH GRADE (RESTORE TO MATCH ADJACENT GRADE)
AutoCAD SHX TextSAW-CUT ALL EXISTING PAVED AREAS AS REQUIRED
AutoCAD SHX TextPROVIDE SHEETING OR RENCH B0X WALLS AS REQUIRED BY STATE OR FEDERAL CODES
AutoCAD SHX TextNOT TO SCALE
AutoCAD SHX TextTYPICAL SANITARY SEWER TRENCH DETAIL
AutoCAD SHX Text1
AutoCAD SHX TextC4
AutoCAD SHX TextNOT TO SCALE
AutoCAD SHX TextCORED IN FIELD CONNECTION
AutoCAD SHX TextFLOW
AutoCAD SHX TextSEWER PIPE
AutoCAD SHX TextALUMINUM ALLOY KOR-BAND
AutoCAD SHX TextHOLDING BOOT
AutoCAD SHX Text3" MIN.
AutoCAD SHX Text2" PROJECTION INTO MH AT PIPE SPRINGLINE
AutoCAD SHX Text3' MAX.
AutoCAD SHX TextSERIES 304 STAINLESS STEEL BAND CLAMP SERIES 305 STAINLESS STEEL SCREW APPLY WITH TORQUE WRENCH SET TO 60 TO 70 IN LBS
AutoCAD SHX TextFLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED HOLE (ASTM C923)
AutoCAD SHX TextINSIDE FACE OF EXISTING STRUCTURE
AutoCAD SHX TextFLEXIBLE PIPE JOINT OR JOINT COUPLING
AutoCAD SHX TextFIRST JOINT
AutoCAD SHX Text18" MAX.
AutoCAD SHX Text3
AutoCAD SHX TextC4
AutoCAD SHX TextFULL SET OF PLANS 10/16/20
AutoCAD SHX TextMORTAR
AutoCAD SHX Text8"
AutoCAD SHX Text8"
AutoCAD SHX TextRING 4" MIN. 12" MAX.
AutoCAD SHX TextPRECAST CONCRETE GRADE
AutoCAD SHX TextPER LIN. FT. =0.12 SQ. IN.
AutoCAD SHX TextCIRCUMFERENTIAL STEEL MIN. AREA
AutoCAD SHX Text5"
AutoCAD SHX TextAROUND)
AutoCAD SHX TextENFORCEMENT INTO
AutoCAD SHX TextSEALER (1" DIA.)
AutoCAD SHX TextPRIMARY JOINT
AutoCAD SHX TextBUTYL ROPE AS
AutoCAD SHX TextJOINT LIPS
AutoCAD SHX TextNOT TO SCALE
AutoCAD SHX TextDETAIL A
AutoCAD SHX Text3500 P.S.I. CONC.
AutoCAD SHX Text1'-0"
AutoCAD SHX TextMIN.
AutoCAD SHX Text4'-0"
AutoCAD SHX Text5"
AutoCAD SHX TextSECTION AS REQ'D
AutoCAD SHX TextA
AutoCAD SHX Text2"%%P PER FT.
AutoCAD SHX TextSAW CUT
AutoCAD SHX Text5"
AutoCAD SHX Text12"
AutoCAD SHX TextCHANNEL & BENCHWALL SURFACES
AutoCAD SHX Text703.0201, SIZE 1a, 6" ON ROCK 12" ON EARTH
AutoCAD SHX TextLIMIT OF EXCAVATION
AutoCAD SHX Text8"
AutoCAD SHX TextCOMPACTED PEASTONE, NYSDOT SPEC.
AutoCAD SHX Text0.8 PIPE I.D.
AutoCAD SHX TextCHANNEL DEPTH
AutoCAD SHX Text5"
AutoCAD SHX TextSTEEL TROWEL SMOOTH ALL
AutoCAD SHX Text5'-0" MAX. CENTER
AutoCAD SHX Text5'-0" MAX. BASE
AutoCAD SHX TextSANITARY SEWER MANHOLE DETAIL
AutoCAD SHX TextNOT TO SCALE
AutoCAD SHX Text12" MIN. (ALL
AutoCAD SHX Text3'-6" CONE
AutoCAD SHX TextEXTEND WALL STEEL
AutoCAD SHX TextFRAME & COVER R-1755-G AS MANUFACTURED BY "NEENAH"
AutoCAD SHX TextFLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED HOLE TYP.)
AutoCAD SHX TextSTAINLESS STEEL BAND CLAMP
AutoCAD SHX TextALUMINUM ALLOY KOR-BAND HOLDING BOOT
AutoCAD SHX TextFINISH SURFACE AS SHOWN ON PLAN SEE PAVEMENT DETAIL FOR PAVED AREAS 6" TOPSOIL & SEED FOR UNPAVED AREAS SEE SEED MIX NOTES
AutoCAD SHX TextI IN=225.65 I OUT=225.40
AutoCAD SHX TextSTEEL REINFORCED (GRADE 60) COPOLYMER POLYPROPYLENE MANHOLE STEPS;M.A. INDUSTRIES OR APPROVED EQUAL
AutoCAD SHX TextPRECAST CONCRETE 4000 P.S.I. (TYP.)
AutoCAD SHX Text4
AutoCAD SHX TextC4
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COMMUNITYCOURTYARD
PLAZA
BR
IDG
E
AMENITY
LOADING
LOBBY
LEVEL 1 =5' ABOVE GRADE(256.00)
AT GRADE(FF=252.50)
LEVEL 1 = 5' ABOVE GRADE
LEVEL 1 = 5' ABOVE GRADE (257.50)
8,000 SF8,300 SF
HYDROTECH WATERPROOFING AT DECK
UP
LOADING
LOADING
TRASH
BIKEPARKING
LOBBYAMENITY
LOBBY
LOBBY
SECURITY
GATE
DN
MAINTENANCE
RD
RD
RD
RD
RD
W W W W
W
(FF=246.00)
W W
W
W
STADIUM STAIR
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ST
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UEUE
UE
UE
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UE
UE
UE
UE
UE
UE
UE UE UE UE
GG
GG
G
G G
RD
SS
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SS
S S S S S S
Feet
16080
0
C5/10
AutoCAD SHX Text251x0
AutoCAD SHX Text251x2
AutoCAD SHX Text251x4
AutoCAD SHX Text251x7
AutoCAD SHX Text251x9
AutoCAD SHX Text252x3
AutoCAD SHX Text252x7
AutoCAD SHX Text252x7
AutoCAD SHX Text253x7
AutoCAD SHX Text254x2
AutoCAD SHX Text255x0
AutoCAD SHX Text255x8
AutoCAD SHX Text256x7
AutoCAD SHX Text257x7
AutoCAD SHX Text258x8
AutoCAD SHX TextBOXES
AutoCAD SHX TextCONTROL
AutoCAD SHX Text249.54
AutoCAD SHX TextR=
AutoCAD SHX TextR= 248.17
AutoCAD SHX TextI= 244.59
AutoCAD SHX TextI= 244.54
AutoCAD SHX TextI= 244.15
AutoCAD SHX TextI= 244.04
AutoCAD SHX TextWV
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextWV
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextA V E N U E
AutoCAD SHX TextI N T E R S T A T E I - 90
AutoCAD SHX Text(EAST BOUND)
AutoCAD SHX Text10" GAS MAIN
AutoCAD SHX TextN42%%d29'50"W
AutoCAD SHX Textdish
AutoCAD SHX Textsatelite
AutoCAD SHX Textvent
AutoCAD SHX TextIN
AutoCAD SHX TextIN
AutoCAD SHX TextWV
AutoCAD SHX Text243.01
AutoCAD SHX Text257.21
AutoCAD SHX TextINV.=
AutoCAD SHX TextRIM=
AutoCAD SHX TextIN
AutoCAD SHX TextOUT
AutoCAD SHX TextINV.=
AutoCAD SHX Text242.41
AutoCAD SHX Text16" STEEL CASING
AutoCAD SHX Text243.76
AutoCAD SHX Text243.82
AutoCAD SHX Text254.14
AutoCAD SHX TextRIM=
AutoCAD SHX TextINV.=
AutoCAD SHX TextINV.=
AutoCAD SHX TextIN
AutoCAD SHX TextOUT
AutoCAD SHX Text8" D.I.P.
AutoCAD SHX Text241.34
AutoCAD SHX TextINV.=
AutoCAD SHX TextOUT
AutoCAD SHX TextIN
AutoCAD SHX TextRIM=
AutoCAD SHX TextINV.=
AutoCAD SHX Text249.59
AutoCAD SHX Text241.40
AutoCAD SHX TextWV
AutoCAD SHX Text349.90'
AutoCAD SHX Text249.56
AutoCAD SHX Text234.04
AutoCAD SHX TextINV.=
AutoCAD SHX TextRIM=
AutoCAD SHX TextINV.=
AutoCAD SHX Text232.42
AutoCAD SHX Text232.13
AutoCAD SHX TextINV.=
AutoCAD SHX TextOUT
AutoCAD SHX Text249.48
AutoCAD SHX Text231.73
AutoCAD SHX TextINV.=
AutoCAD SHX TextRIM=
AutoCAD SHX TextEXISTING MH
AutoCAD SHX TextIN
AutoCAD SHX TextOUT
AutoCAD SHX TextINV.=
AutoCAD SHX Text231.48
AutoCAD SHX Textclean-out
AutoCAD SHX TextEXISTING MH
AutoCAD SHX TextEXISTING MH
AutoCAD SHX TextEXISTING MH
AutoCAD SHX TextEXISTING MH
AutoCAD SHX Text"EXTENDED STAY
AutoCAD SHX TextAMERICA INC."
AutoCAD SHX TextS37%%d41'40"W
AutoCAD SHX TextW A S H I N G T O N
AutoCAD SHX Text38.01'
AutoCAD SHX Text40.59'
AutoCAD SHX TextN37%%d41'40"E
AutoCAD SHX Text106.36'
AutoCAD SHX TextN52%%d18'20"W
AutoCAD SHX Text160.54'
AutoCAD SHX Text162.92'
AutoCAD SHX Text162.92'
AutoCAD SHX Text40.59'
AutoCAD SHX Text30.00'
AutoCAD SHX TextN52%%D18'20"W
AutoCAD SHX Text545.91'
AutoCAD SHX TextS52%%D18'20"E
AutoCAD SHX Text500.91'
AutoCAD SHX TextS37%%D41'40"W
AutoCAD SHX Text56.48'
AutoCAD SHX TextN37%%D41'40"E
AutoCAD SHX Text26.48'
AutoCAD SHX Text45.00'
AutoCAD SHX TextS52%%D18'20"E
AutoCAD SHX TextAREA = 23,512 S.F.
AutoCAD SHX TextPARCEL B
AutoCAD SHX Text74.22'
AutoCAD SHX TextLEASE LINE S42%%d29'50"E
AutoCAD SHX Text30.00'
AutoCAD SHX TextS47%%d30'10"W
AutoCAD SHX Text152.04'
AutoCAD SHX TextLEASE LINE S42%%d29'50"E
AutoCAD SHX TextLEASE LIMIT LINE
AutoCAD SHX TextN35%%d06'06"E
AutoCAD SHX Text152.82'
AutoCAD SHX TextLEASE LINE
AutoCAD SHX Text211.42'
AutoCAD SHX TextN52%%D18'20"W
AutoCAD SHX Text84.25'
AutoCAD SHX TextS37%%d21'52"W
AutoCAD SHX Text"MARRIOTT COURT YARD"
AutoCAD SHX TextREMAINING LANDS OF
AutoCAD SHX Text1455 WASHINGTON AVENUE ASSOCIATION
AutoCAD SHX Text'DUNKIN DONUTS'
AutoCAD SHX TextN52%%d18'20"W
AutoCAD SHX Text10.00'
AutoCAD SHX TextN37%%d41'40"E
AutoCAD SHX TextS52%%D18'20"E
AutoCAD SHX Text15.00'
AutoCAD SHX Text26.55'
AutoCAD SHX TextN37%%D41'40"E
AutoCAD SHX TextN42%%D29'48"W
AutoCAD SHX TextS37%%D41'40"W 241.05'
AutoCAD SHX Text100.89'
AutoCAD SHX TextN37%%d41'40"E
AutoCAD SHX TextS52%%d18'20"E
AutoCAD SHX Text53.00'
AutoCAD SHX Text92.68'
AutoCAD SHX TextN37%%D41'40"E 219.11'
AutoCAD SHX TextS51%%D21'09"E 93.50'
AutoCAD SHX TextN51%%D21'09"W 88.60'
AutoCAD SHX TextS37%%D01'22"W 76.88'
AutoCAD SHX TextN37%%D01'22"E 80.65'
AutoCAD SHX Text40.59'
AutoCAD SHX Text23.01'
AutoCAD SHX TextS52%%D18'20"E 133.11'
AutoCAD SHX Text245.84'
AutoCAD SHX Text115.89'
AutoCAD SHX TextS52%%d18'20"E
AutoCAD SHX Text82.95'
AutoCAD SHX TextN52%%d18'20"W
AutoCAD SHX Text5.86'
AutoCAD SHX Text197.55'
AutoCAD SHX TextS37%%d41'40"W
AutoCAD SHX TextS42%%d29'48"E
AutoCAD SHX TextN42%%d29'48"W
AutoCAD SHX Text5.07'
AutoCAD SHX Text(2,435.13' TO TUDOR ROAD)
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX Textbronze plaque
AutoCAD SHX Textcurb island
AutoCAD SHX Textsign
AutoCAD SHX TextMH
AutoCAD SHX Textretaining wall
AutoCAD SHX Text15.22'
AutoCAD SHX Text83.67'
AutoCAD SHX TextNO EASEMENT FOUND FOR THESE UTILITY STRUCTURES
AutoCAD SHX Texttransformer
AutoCAD SHX TextE
AutoCAD SHX TextC
AutoCAD SHX TextWATER EASEMENT
AutoCAD SHX TextUTILITY EASEMENT TO N.Y. TELEPHONE CO. L.1564 P.26 L.2048 P.593
AutoCAD SHX TextPUBLIC UTILITY EASEMENT
AutoCAD SHX TextTOGETHER WITH AN EASEMENT FOR WATER MAIN (EASEMENT HAS BEEN RECONFIGURED AS SHOWN TO REFLECT AS-BUILT CONDITIONS
AutoCAD SHX Text12" HDPE
AutoCAD SHX Text12" HDPE
AutoCAD SHX Text8" PVC
AutoCAD SHX Text8" PVC
AutoCAD SHX Text8" PVC
AutoCAD SHX Text8" DIP
AutoCAD SHX TextTEL. MH
AutoCAD SHX TextLANDS NOW OR FORMERLY OF 1455 WASHINGTON AVENUE ASSOCIATES
AutoCAD SHX TextNo.1421 WASHINGTON AVENUE TAX MAP No. 53.00-1-26 LANDS N/F OF 1421 WASHINGTON AVE LLC INSTRUMENT No.R2017-1980
AutoCAD SHX TextNo.1425 WASHINGTON AVENUE TAX MAP No. 53.00-1-27 LANDS N/F OF 1455 WASHINGTON AVENUE ASSOCIATES L.2602 P.656
AutoCAD SHX TextSPIKE
AutoCAD SHX TextSPIKE
AutoCAD SHX TextSPIKE
AutoCAD SHX TextREAR No.1421 WASHINGTON AVENUE TAX MAP No. 53.00-1-31 LANDS N/F OF 886 WESTERN AVENUE ASSOCIATES LP L.2534 P.867
AutoCAD SHX TextP.O.B.
AutoCAD SHX TextIRON ROD (TO BE SET)
AutoCAD SHX TextIRON ROD (TO BE SET)
AutoCAD SHX TextIRON ROD (TO BE SET)
AutoCAD SHX TextIRON ROD (TO BE SET)
AutoCAD SHX Text8A
AutoCAD SHX Text8B
AutoCAD SHX TextIRON ROD (TO BE SET)
AutoCAD SHX Text9.54'
AutoCAD SHX TextE
AutoCAD SHX Text8B
AutoCAD SHX Text8B
AutoCAD SHX Text160.54'
AutoCAD SHX Text15.00'
AutoCAD SHX Text15.00'
AutoCAD SHX Text9
AutoCAD SHX Text9
AutoCAD SHX Text13J
AutoCAD SHX Text9
AutoCAD SHX Text10
AutoCAD SHX Text9
AutoCAD SHX Text10
AutoCAD SHX Text12
AutoCAD SHX TextRIGHT-OF-WAY WITHOUT ACCESS
AutoCAD SHX Text12
AutoCAD SHX TextRIGHT-OF-WAY WITHOUT ACCESS
AutoCAD SHX TextMONUMENT FOUND
AutoCAD SHX Text10' MAXIMUM FRONT SETBACK LINE
AutoCAD SHX Texttraffic handhole
AutoCAD SHX TextR=248.25 I=245.05
AutoCAD SHX Text13J
AutoCAD SHX Text13J
AutoCAD SHX Text13J
AutoCAD SHX Text8B
AutoCAD SHX Text13AIII
AutoCAD SHX Text(92.69')=R
AutoCAD SHX Text(52.71')=R
AutoCAD SHX Text160.54'
AutoCAD SHX Text13I
AutoCAD SHX Text13AII
AutoCAD SHX Text(PUBLIC R.O.W. VARIES) ACCESS RESTRICTED
AutoCAD SHX TextNo.1455 WASHINGTON AVENUE TAX MAP No. 53.00-1-28 LANDS N/F OF 1455 WASHINGTON AVENUE ASSOCIATES L.2614 P.974
AutoCAD SHX TextWASHINGTON AVENUE RIGHT-OF-WAY LINE
AutoCAD SHX TextWASHINGTON AVENUE RIGHT-OF-WAY LINE
AutoCAD SHX Text15.00'
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextDRYWELL R=246.00 I=243.00 (8" ROOF DRAIN) I=242.00 (12" HDPE) (1/C5)
AutoCAD SHX TextDRYWELL R=246.00 I=243.00 (8" ROOF DRAIN) I=243.00 (8" YARD DRAIN) I=242.00 (12" HDPE) (1/C5)
AutoCAD SHX TextDRYWELL R=246.00 I=243.00 (8" ROOF DRAIN) I=242.00 (12" HDPE) (1/C5)
AutoCAD SHX Text32 LF 8" ROOF DRAIN @ 1% (3/C5)
AutoCAD SHX Text32 LF 8" ROOF DRAIN @ 1% (3/C5)
AutoCAD SHX Text32 LF 8" ROOF DRAIN @ 1% (3/C5)
AutoCAD SHX Text22 LF 8" ROOF DRAIN @ 1% (3/C5)
AutoCAD SHX TextDRYWELL R=250.00 I=247.00 (8" ROOF DRAIN) I=246.00 (12" HDPE) (1/C5)
AutoCAD SHX TextDRYWELL R=245.75 I=242.75 (8" ROOF DRAIN) I=241.75 (12" HDPE) (1/C5)
AutoCAD SHX TextPOROUS PAVEMENT (TYP)
AutoCAD SHX TextPOROUS PAVEMENT (TYP) (2/C5)
AutoCAD SHX TextYARD DRAIN R=249.50 I=245.00 (4/C5)
AutoCAD SHX TextPIPE SLEEVE THROUGH WALL
AutoCAD SHX Text55 LF 8" HDPE @ 3.6% (3/C5)
AutoCAD SHX TextDRYWELL R=246.00 I=243.00 (8" ROOF DRAIN) I=242.00 (12" HDPE) (1/C5)
AutoCAD SHX TextDRYWELL R=246.00 I=243.00 (8" ROOF DRAIN) I=242.00 (12" HDPE) (1/C5)
AutoCAD SHX Text25 LF 8" ROOF DRAIN @ 1% (3/C5)
AutoCAD SHX Text25 LF 8" ROOF DRAIN @ 1% (3/C5)
AutoCAD SHX TextFILE:
AutoCAD SHX TextSCALE:
AutoCAD SHX TextBY:
AutoCAD SHX TextCHK:
AutoCAD SHX TextDATE:
AutoCAD SHX TextHERSHBERG
AutoCAD SHX TextREMARKS
AutoCAD SHX TextREVISIONS
AutoCAD SHX TextDATE
AutoCAD SHX TextDOCUMENT EXCEPT BY A
AutoCAD SHX TextLICENSED PROFESSIONAL
AutoCAD SHX TextSURVEYOR, IS ILLEGAL
AutoCAD SHX TextENGINEER OR LAND
AutoCAD SHX TextALTERATION OF THIS
AutoCAD SHX TextHERSHBERG
AutoCAD SHX TextConsulting Engineers
AutoCAD SHX Textand Land Surveyors
AutoCAD SHX Text18 Locust Street
AutoCAD SHX TextAlbany, New York 12203
AutoCAD SHX Text&
AutoCAD SHX TextSWPPP PLAN AND DETAILS 1415 WASHINGTON AVENUE CITY OF ALBANY COUNTY OF ALBANY, STATE OF NEW YORK
AutoCAD SHX Text200015
AutoCAD SHX TextAS NOTED
AutoCAD SHX TextWM
AutoCAD SHX TextDRH
AutoCAD SHX Text1/24/2020
AutoCAD SHX TextL
AutoCAD SHX TextE
AutoCAD SHX TextI
AutoCAD SHX TextN
AutoCAD SHX TextG
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextB
AutoCAD SHX TextH
AutoCAD SHX TextR.
AutoCAD SHX Text0
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text2
AutoCAD SHX Text2
AutoCAD SHX Text6
AutoCAD SHX TextA
AutoCAD SHX TextD
AutoCAD SHX TextE
AutoCAD SHX TextE
AutoCAD SHX TextX
AutoCAD SHX TextC
AutoCAD SHX TextR
AutoCAD SHX TextS
AutoCAD SHX TextL
AutoCAD SHX TextI
AutoCAD SHX TextO
AutoCAD SHX TextF
AutoCAD SHX TextO
AutoCAD SHX TextE
AutoCAD SHX TextT
AutoCAD SHX TextA
AutoCAD SHX TextK
AutoCAD SHX TextR
AutoCAD SHX TextO
AutoCAD SHX TextY
AutoCAD SHX TextW
AutoCAD SHX TextE
AutoCAD SHX TextN
AutoCAD SHX TextT
AutoCAD SHX TextS
AutoCAD SHX TextH
AutoCAD SHX TextS
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX Text200015-1.DWG
AutoCAD SHX TextGENERAL 8/11/2020
AutoCAD SHX Text6" COMPACTED GRAVEL
AutoCAD SHX TextROOF DRAIN DRYWELL DETAIL
AutoCAD SHX Text6'
AutoCAD SHX Text12" HDPE PIPE
AutoCAD SHX TextROOF DRAIN
AutoCAD SHX TextNOT TO SCALE
AutoCAD SHX Text30"
AutoCAD SHX Text12" HDPE PIPE
AutoCAD SHX Text4'
AutoCAD SHX TextSYRACUSE CASTINGS FRAME & GRATE #2816B OR APPROVED EQUAL
AutoCAD SHX TextFINISH SURFACE AS SHOWN ON PLAN
AutoCAD SHX TextMORTAR
AutoCAD SHX TextGEOTEXTILE FILTER FABRIC ENVELOPE
AutoCAD SHX TextGRADE RINGS AS REQUIRED
AutoCAD SHX TextTRAFFIC DUTY PRECAST CONCRETE COVER
AutoCAD SHX TextMORTAR
AutoCAD SHX TextPLUG
AutoCAD SHX TextPLUG
AutoCAD SHX TextREINFORCED PRECAST CONCRETE FOOTING
AutoCAD SHX TextPRECAST CONCRETE DRYWELL
AutoCAD SHX TextCOMPACTED FROM BACKFILL IN 12" LAYERS
AutoCAD SHX TextCOMPACTED FROM BACKFILL IN 12" LAYERS
AutoCAD SHX TextGEOTEXTILE FILTER FABRIC ENVELOPE
AutoCAD SHX Text#3 STONE (NO FILLER)
AutoCAD SHX Text#3 STONE (NO FILLER)
AutoCAD SHX TextLIMIT OF EXCAVATION
AutoCAD SHX Text3'-0"
AutoCAD SHX Text3'-0"
AutoCAD SHX Text1
AutoCAD SHX TextC5
AutoCAD SHX TextI-1
AutoCAD SHX TextI-2
AutoCAD SHX TextI-3
AutoCAD SHX TextI-5
AutoCAD SHX TextI-6
AutoCAD SHX TextI-4
AutoCAD SHX TextTEST PIT NUMBER
AutoCAD SHX TextINFILTRATION TEST RESULTS
AutoCAD SHX TextAVERAGE INFILTRATION RATE (INCHES/HOUR)
AutoCAD SHX TextI-1
AutoCAD SHX Text24.0
AutoCAD SHX Text17.5
AutoCAD SHX Text10.8
AutoCAD SHX Text17.0
AutoCAD SHX TextI-2
AutoCAD SHX TextI-3
AutoCAD SHX TextI-4
AutoCAD SHX Text12.3
AutoCAD SHX TextI-5
AutoCAD SHX Text10.2
AutoCAD SHX TextI-6
AutoCAD SHX TextCRITICAL POROUS PAVEMENT NOTES: 1. SUB GRADE MUST BE DECOMPACTED IN ACCORDANCE WITH NYSDEC REGULATIONS IMMEDIATELY PRIOR TO INSTALLATION OF THE GEOTEXTILE FABRIC. 2. DESIGN MIX MUST HAVE POLYMER ADDITIVE AND WILL NOT BE ACCEPTED WITHOUT.
AutoCAD SHX Text36" MIN.*
AutoCAD SHX TextSEASONAL HIGH GROUNDWATER ELEVATION
AutoCAD SHX TextCOMPLIANT WITH JUNE 2015 NYSSWDM
AutoCAD SHX TextSUB BASE GRADATION
AutoCAD SHX TextPAVEMENT SECTION
AutoCAD SHX Text* 48" OVER PRIMARY AQUIFERS
AutoCAD SHX Text6" AASHTO #3
AutoCAD SHX Text3 1/2" BITUMINOUS MIX (SEE NOTE 2 BELOW)
AutoCAD SHX TextLIMIT OF EXCAVATION
AutoCAD SHX Text4" AASHTO #57
AutoCAD SHX Text3 1/2"
AutoCAD SHX Text4"
AutoCAD SHX Text6"
AutoCAD SHX TextMIRAFI 140NC GEOTEXTILE FABRIC OR EQUAL
AutoCAD SHX Text(SEE NOTE 1 BELOW)
AutoCAD SHX Text #2 STONE (WASHED NO FINES)
AutoCAD SHX Text8" MIN
AutoCAD SHX TextEXTEND FABRIC 12" MINIMUM
AutoCAD SHX TextNOT TO SCALE
AutoCAD SHX TextPOROUS PAVEMENT DETAIL
AutoCAD SHX Text2
AutoCAD SHX TextC5
AutoCAD SHX Text4" HDPE PERF. UNDERDRAIN
AutoCAD SHX Text1/2 O.D.
AutoCAD SHX Text6" MIN.
AutoCAD SHX TextO.D.+ 2'-0"
AutoCAD SHX TextPIPE
AutoCAD SHX TextSELECT TRENCH BACKFILL ITEM 2530-3 OR 2530-ALT. 3 COMPACTED IN 6" LAYERS (MAXIMUM)
AutoCAD SHX TextBEDDING MATERIAL, PEA STONE.
AutoCAD SHX TextNOT TO SCALE
AutoCAD SHX TextTRENCH DETAIL
AutoCAD SHX TextTYPICAL STORM SEWER
AutoCAD SHX TextSAW-CUT ALL EXISTING PAVED AREAS AS REQUIRED
AutoCAD SHX TextPROVIDE SHEETING OR RENCH B0X WALLS AS REQUIRED BY STATE OR FEDERAL CODES
AutoCAD SHX TextFINISH GRADE (RESTORE TO MATCH ADJACENT GRADE)
AutoCAD SHX Text3
AutoCAD SHX TextC5
AutoCAD SHX TextNOT TO SCALE
AutoCAD SHX TextYARD DRAIN DETAIL
AutoCAD SHX TextFLOW
AutoCAD SHX TextSPLIT END CAP AT END OF PIPE RUN
AutoCAD SHX Text135%%D ELBOW FITTING
AutoCAD SHX TextFINISHED GRADE
AutoCAD SHX Text1%%%
AutoCAD SHX Text1%%%
AutoCAD SHX TextCONCRETE PATIO, SEE ARCHITECTURAL PLANS FOR DETAIL
AutoCAD SHX Text4" THREADED D.I.P. COUPLER TO MATCH THREAD OF DRAIN
AutoCAD SHX TextFERNCO COUPLING
AutoCAD SHX TextREMOVE CORRUGATION TO ACCOMODATE FERNCO COUPLING
AutoCAD SHX TextCO-ORDINATE RIM ELEVATION WITH ARCHITECTURAL DRAWINGS
AutoCAD SHX TextZURN ZB400H-9H-VP GRATE AS MANUFACTURED BY ZURN INDUSTRIES, INC.
AutoCAD SHX Text4
AutoCAD SHX TextC5
AutoCAD SHX TextSCALE: 1"=40'
AutoCAD SHX TextSWPPP PLAN
AutoCAD SHX TextFULL SET OF PLANS 10/16/20
S
S
WW
WW
WW
WW
WW
COMMUNITYCOURTYARD
PLAZA
BR
IDG
E
AMENITY
LOADING
LOBBY
LEVEL 1 =5' ABOVE GRADE(256.00)
AT GRADE(FF=252.50)
LEVEL 1 = 5' ABOVE GRADE
LEVEL 1 = 5' ABOVE GRADE (257.50)
8,000 SF8,300 SF
HYDROTECH WATERPROOFING AT DECK
UP
LOADING
LOADING
TRASH
BIKEPARKING
LOBBYAMENITY
LOBBY
LOBBY
SECURITY
GATE
DN
MAINTENANCE
RD
RD
RD
RD
RD
W W W W
W
(FF=246.00)
W W
W
W
STADIUM STAIR
S
ST
ST
UEUE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE UE UE UE
GG
GG
G
G G
RD
SS
SS
SS
SS
SS
S S S S S S
C6/10
WINTER CONDITIONS ITEMS TO BE ADDRESSED
1. Identify areas within the site to store snow which is tributary to the temporary perimeter swale. As work
progresses this area may move but positive drainage tributary to the temporary perimeter swale must be
maintained.
2. Widen stabilized construction access points to a minimum of 28 feet. Where pavement forms a portion of that
route, maintain 50 feet of stone pavement meeting the detail as shown on the SWPPP plan. Stockpile a
minimum of 25 cubic yard of stone for the purposes of establishing stone access point after snow storms.
3, Where any areas at the street grade or within two feet of the street grade remain disturbed overnight, stabilize
those areas using 6” of broken stone.
4. Where equipment or vehicles are traversing the bottom of the excavation, establish paths using 6” of broken
stone.
5. At any point on the perimeter where drainage from accumulated snow or ice will drain away from the site protect
these areas with fiber rolls or polyethylene coated check dam materials (Filtrexx, Erosion eel or equal).
6. If work is to cease for more than 3 days, stabilize all disturbed soils.
Feet
16080
0
AutoCAD SHX Text251x0
AutoCAD SHX Text251x2
AutoCAD SHX Text251x4
AutoCAD SHX Text251x7
AutoCAD SHX Text251x9
AutoCAD SHX Text252x3
AutoCAD SHX Text252x7
AutoCAD SHX Text252x7
AutoCAD SHX Text253x7
AutoCAD SHX Text254x2
AutoCAD SHX Text255x0
AutoCAD SHX Text255x8
AutoCAD SHX Text256x7
AutoCAD SHX Text257x7
AutoCAD SHX Text258x8
AutoCAD SHX TextBOXES
AutoCAD SHX TextCONTROL
AutoCAD SHX Text249.54
AutoCAD SHX TextR=
AutoCAD SHX TextR= 248.17
AutoCAD SHX TextI= 244.59
AutoCAD SHX TextI= 244.54
AutoCAD SHX TextI= 244.15
AutoCAD SHX TextI= 244.04
AutoCAD SHX TextWV
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextWV
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextA V E N U E
AutoCAD SHX TextI N T E R S T A T E I - 90
AutoCAD SHX Text(EAST BOUND)
AutoCAD SHX Text10" GAS MAIN
AutoCAD SHX TextN42%%d29'50"W
AutoCAD SHX Textdish
AutoCAD SHX Textsatelite
AutoCAD SHX Textvent
AutoCAD SHX TextIN
AutoCAD SHX TextIN
AutoCAD SHX TextWV
AutoCAD SHX Text243.01
AutoCAD SHX Text257.21
AutoCAD SHX TextINV.=
AutoCAD SHX TextRIM=
AutoCAD SHX TextIN
AutoCAD SHX TextOUT
AutoCAD SHX TextINV.=
AutoCAD SHX Text242.41
AutoCAD SHX Text16" STEEL CASING
AutoCAD SHX Text243.76
AutoCAD SHX Text243.82
AutoCAD SHX Text254.14
AutoCAD SHX TextRIM=
AutoCAD SHX TextINV.=
AutoCAD SHX TextINV.=
AutoCAD SHX TextIN
AutoCAD SHX TextOUT
AutoCAD SHX Text8" D.I.P.
AutoCAD SHX Text241.34
AutoCAD SHX TextINV.=
AutoCAD SHX TextOUT
AutoCAD SHX TextIN
AutoCAD SHX TextRIM=
AutoCAD SHX TextINV.=
AutoCAD SHX Text249.59
AutoCAD SHX Text241.40
AutoCAD SHX TextWV
AutoCAD SHX Text349.90'
AutoCAD SHX Text249.56
AutoCAD SHX Text234.04
AutoCAD SHX TextINV.=
AutoCAD SHX TextRIM=
AutoCAD SHX TextINV.=
AutoCAD SHX Text232.42
AutoCAD SHX Text232.13
AutoCAD SHX TextINV.=
AutoCAD SHX TextOUT
AutoCAD SHX Text249.48
AutoCAD SHX Text231.73
AutoCAD SHX TextINV.=
AutoCAD SHX TextRIM=
AutoCAD SHX TextEXISTING MH
AutoCAD SHX TextIN
AutoCAD SHX TextOUT
AutoCAD SHX TextINV.=
AutoCAD SHX Text231.48
AutoCAD SHX Textclean-out
AutoCAD SHX TextEXISTING MH
AutoCAD SHX TextEXISTING MH
AutoCAD SHX TextEXISTING MH
AutoCAD SHX TextEXISTING MH
AutoCAD SHX Text"EXTENDED STAY
AutoCAD SHX TextAMERICA INC."
AutoCAD SHX TextS37%%d41'40"W
AutoCAD SHX TextW A S H I N G T O N
AutoCAD SHX Text38.01'
AutoCAD SHX Text40.59'
AutoCAD SHX TextN37%%d41'40"E
AutoCAD SHX Text106.36'
AutoCAD SHX TextN52%%d18'20"W
AutoCAD SHX Text160.54'
AutoCAD SHX Text162.92'
AutoCAD SHX Text162.92'
AutoCAD SHX Text40.59'
AutoCAD SHX Text30.00'
AutoCAD SHX TextN52%%D18'20"W
AutoCAD SHX Text545.91'
AutoCAD SHX TextS52%%D18'20"E
AutoCAD SHX Text500.91'
AutoCAD SHX TextS37%%D41'40"W
AutoCAD SHX Text56.48'
AutoCAD SHX TextN37%%D41'40"E
AutoCAD SHX Text26.48'
AutoCAD SHX Text45.00'
AutoCAD SHX TextS52%%D18'20"E
AutoCAD SHX TextAREA = 23,512 S.F.
AutoCAD SHX TextPARCEL B
AutoCAD SHX Text74.22'
AutoCAD SHX TextLEASE LINE S42%%d29'50"E
AutoCAD SHX Text30.00'
AutoCAD SHX TextS47%%d30'10"W
AutoCAD SHX Text152.04'
AutoCAD SHX TextLEASE LINE S42%%d29'50"E
AutoCAD SHX TextLEASE LIMIT LINE
AutoCAD SHX TextN35%%d06'06"E
AutoCAD SHX Text152.82'
AutoCAD SHX TextLEASE LINE
AutoCAD SHX Text211.42'
AutoCAD SHX TextN52%%D18'20"W
AutoCAD SHX Text84.25'
AutoCAD SHX TextS37%%d21'52"W
AutoCAD SHX Text"MARRIOTT COURT YARD"
AutoCAD SHX TextREMAINING LANDS OF
AutoCAD SHX Text1455 WASHINGTON AVENUE ASSOCIATION
AutoCAD SHX Text'DUNKIN DONUTS'
AutoCAD SHX TextN52%%d18'20"W
AutoCAD SHX Text10.00'
AutoCAD SHX TextN37%%d41'40"E
AutoCAD SHX TextS52%%D18'20"E
AutoCAD SHX Text15.00'
AutoCAD SHX Text26.55'
AutoCAD SHX TextN37%%D41'40"E
AutoCAD SHX TextN42%%D29'48"W
AutoCAD SHX TextS37%%D41'40"W 241.05'
AutoCAD SHX Text100.89'
AutoCAD SHX TextN37%%d41'40"E
AutoCAD SHX TextS52%%d18'20"E
AutoCAD SHX Text53.00'
AutoCAD SHX Text92.68'
AutoCAD SHX TextN37%%D41'40"E 219.11'
AutoCAD SHX TextS51%%D21'09"E 93.50'
AutoCAD SHX TextN51%%D21'09"W 88.60'
AutoCAD SHX TextS37%%D01'22"W 76.88'
AutoCAD SHX TextN37%%D01'22"E 80.65'
AutoCAD SHX Text40.59'
AutoCAD SHX Text23.01'
AutoCAD SHX TextS52%%D18'20"E 133.11'
AutoCAD SHX Text245.84'
AutoCAD SHX Text115.89'
AutoCAD SHX TextS52%%d18'20"E
AutoCAD SHX Text82.95'
AutoCAD SHX TextN52%%d18'20"W
AutoCAD SHX Text5.86'
AutoCAD SHX Text197.55'
AutoCAD SHX TextS37%%d41'40"W
AutoCAD SHX TextS42%%d29'48"E
AutoCAD SHX TextN42%%d29'48"W
AutoCAD SHX Text5.07'
AutoCAD SHX Text(2,435.13' TO TUDOR ROAD)
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX Textbronze plaque
AutoCAD SHX Textcurb island
AutoCAD SHX Textsign
AutoCAD SHX TextMH
AutoCAD SHX Textretaining wall
AutoCAD SHX Text15.22'
AutoCAD SHX Text83.67'
AutoCAD SHX TextNO EASEMENT FOUND FOR THESE UTILITY STRUCTURES
AutoCAD SHX Texttransformer
AutoCAD SHX TextE
AutoCAD SHX TextC
AutoCAD SHX TextWATER EASEMENT
AutoCAD SHX TextUTILITY EASEMENT TO N.Y. TELEPHONE CO. L.1564 P.26 L.2048 P.593
AutoCAD SHX TextPUBLIC UTILITY EASEMENT
AutoCAD SHX TextTOGETHER WITH AN EASEMENT FOR WATER MAIN (EASEMENT HAS BEEN RECONFIGURED AS SHOWN TO REFLECT AS-BUILT CONDITIONS
AutoCAD SHX Text12" HDPE
AutoCAD SHX Text12" HDPE
AutoCAD SHX Text8" PVC
AutoCAD SHX Text8" PVC
AutoCAD SHX Text8" PVC
AutoCAD SHX Text8" DIP
AutoCAD SHX TextTEL. MH
AutoCAD SHX TextLANDS NOW OR FORMERLY OF 1455 WASHINGTON AVENUE ASSOCIATES
AutoCAD SHX TextNo.1421 WASHINGTON AVENUE TAX MAP No. 53.00-1-26 LANDS N/F OF 1421 WASHINGTON AVE LLC INSTRUMENT No.R2017-1980
AutoCAD SHX TextNo.1425 WASHINGTON AVENUE TAX MAP No. 53.00-1-27 LANDS N/F OF 1455 WASHINGTON AVENUE ASSOCIATES L.2602 P.656
AutoCAD SHX TextSPIKE
AutoCAD SHX TextSPIKE
AutoCAD SHX TextSPIKE
AutoCAD SHX TextREAR No.1421 WASHINGTON AVENUE TAX MAP No. 53.00-1-31 LANDS N/F OF 886 WESTERN AVENUE ASSOCIATES LP L.2534 P.867
AutoCAD SHX TextP.O.B.
AutoCAD SHX TextIRON ROD (TO BE SET)
AutoCAD SHX TextIRON ROD (TO BE SET)
AutoCAD SHX TextIRON ROD (TO BE SET)
AutoCAD SHX TextIRON ROD (TO BE SET)
AutoCAD SHX Text8A
AutoCAD SHX Text8B
AutoCAD SHX TextIRON ROD (TO BE SET)
AutoCAD SHX Text9.54'
AutoCAD SHX TextE
AutoCAD SHX Text8B
AutoCAD SHX Text8B
AutoCAD SHX Text160.54'
AutoCAD SHX Text15.00'
AutoCAD SHX Text15.00'
AutoCAD SHX Text9
AutoCAD SHX Text9
AutoCAD SHX Text13J
AutoCAD SHX Text9
AutoCAD SHX Text10
AutoCAD SHX Text9
AutoCAD SHX Text10
AutoCAD SHX Text12
AutoCAD SHX TextRIGHT-OF-WAY WITHOUT ACCESS
AutoCAD SHX Text12
AutoCAD SHX TextRIGHT-OF-WAY WITHOUT ACCESS
AutoCAD SHX TextMONUMENT FOUND
AutoCAD SHX Text10' MAXIMUM FRONT SETBACK LINE
AutoCAD SHX Texttraffic handhole
AutoCAD SHX TextR=248.25 I=245.05
AutoCAD SHX Text13J
AutoCAD SHX Text13J
AutoCAD SHX Text13J
AutoCAD SHX Text8B
AutoCAD SHX Text13AIII
AutoCAD SHX Text(92.69')=R
AutoCAD SHX Text(52.71')=R
AutoCAD SHX Text160.54'
AutoCAD SHX Text13I
AutoCAD SHX Text13AII
AutoCAD SHX Text(PUBLIC R.O.W. VARIES) ACCESS RESTRICTED
AutoCAD SHX TextNo.1455 WASHINGTON AVENUE TAX MAP No. 53.00-1-28 LANDS N/F OF 1455 WASHINGTON AVENUE ASSOCIATES L.2614 P.974
AutoCAD SHX TextWASHINGTON AVENUE RIGHT-OF-WAY LINE
AutoCAD SHX TextWASHINGTON AVENUE RIGHT-OF-WAY LINE
AutoCAD SHX Text15.00'
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextD
AutoCAD SHX TextY
AutoCAD SHX TextH
AutoCAD SHX TextSILT FENCE (TYP) (1/C8)
AutoCAD SHX TextSILT FENCE (TYP) (1/C8)
AutoCAD SHX TextSTABILIZED CONSTRUCTION ACCESS (4/C8)
AutoCAD SHX TextDROP INLET PROTECTION (TYP.) (2/C8) OR (3/C8)
AutoCAD SHX TextANCHORED STABILIZATION MATTING (6/C8
AutoCAD SHX TextCONCRETE TRUCK WASHOUT (8/C8)
AutoCAD SHX TextSTOCKPILE AREA (7/C8)
AutoCAD SHX TextSTAGING AREA
AutoCAD SHX TextMATERIAL STORAGE
AutoCAD SHX TextVEHICLE FUELING AREA (5/C8)
AutoCAD SHX TextLIMITS OF DISTURBANCE: 125,132 SF/2.87 ACRES
AutoCAD SHX TextFILE:
AutoCAD SHX TextSCALE:
AutoCAD SHX TextBY:
AutoCAD SHX TextCHK:
AutoCAD SHX TextDATE:
AutoCAD SHX TextHERSHBERG
AutoCAD SHX TextREMARKS
AutoCAD SHX TextREVISIONS
AutoCAD SHX TextDATE
AutoCAD SHX TextDOCUMENT EXCEPT BY A
AutoCAD SHX TextLICENSED PROFESSIONAL
AutoCAD SHX TextSURVEYOR, IS ILLEGAL
AutoCAD SHX TextENGINEER OR LAND
AutoCAD SHX TextALTERATION OF THIS
AutoCAD SHX TextHERSHBERG
AutoCAD SHX TextConsulting Engineers
AutoCAD SHX Textand Land Surveyors
AutoCAD SHX Text18 Locust Street
AutoCAD SHX TextAlbany, New York 12203
AutoCAD SHX Text&
AutoCAD SHX TextEROSION AND SEDIMENT CONTROL PLAN 1415 WASHINGTON AVENUE CITY OF ALBANY COUNTY OF ALBANY, STATE OF NEW YORK
AutoCAD SHX Text200015
AutoCAD SHX TextAS NOTED
AutoCAD SHX TextWM
AutoCAD SHX TextDRH
AutoCAD SHX Text1/24/2020
AutoCAD SHX TextL
AutoCAD SHX TextE
AutoCAD SHX TextI
AutoCAD SHX TextN
AutoCAD SHX TextG
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextB
AutoCAD SHX TextH
AutoCAD SHX TextR.
AutoCAD SHX Text0
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text2
AutoCAD SHX Text2
AutoCAD SHX Text6
AutoCAD SHX TextA
AutoCAD SHX TextD
AutoCAD SHX TextE
AutoCAD SHX TextE
AutoCAD SHX TextX
AutoCAD SHX TextC
AutoCAD SHX TextR
AutoCAD SHX TextS
AutoCAD SHX TextL
AutoCAD SHX TextI
AutoCAD SHX TextO
AutoCAD SHX TextF
AutoCAD SHX TextO
AutoCAD SHX TextE
AutoCAD SHX TextT
AutoCAD SHX TextA
AutoCAD SHX TextK
AutoCAD SHX TextR
AutoCAD SHX TextO
AutoCAD SHX TextY
AutoCAD SHX TextW
AutoCAD SHX TextE
AutoCAD SHX TextN
AutoCAD SHX TextT
AutoCAD SHX TextS
AutoCAD SHX TextH
AutoCAD SHX TextS
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX Text200015-1.DWG
AutoCAD SHX TextGENERAL 8/11/2020
AutoCAD SHX Text1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH THE JULY 2016 "NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL." (aka: THE BLUE BOOK) EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITIES. 2. IT IS THE INTENT OF THESE PLANS AND NOTES TO BE USED AS A GUIDE BY THE CONTRACTOR TO ENSURE THAT NO ERODED MATERIAL MIGRATES FROM THE SITE OR ENTERS ANY WATER COURSE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THIS GOAL IS MET, BY IMPLEMENTING THESE PLANS AND ANY ADDITIONAL MEANS THAT MAY BE NECESSARY. FURTHER MEASURES MAY BE REQUIRED BY THE CITY, VILLAGE, OR TOWN ENGINEER. WHILE MANY OF THE EROSION CONTROL DETAILS CONTAINED WITHIN THESE PLANS ARE TAKEN DIRECTLY FROM THE BLUE BOOK, THE CONTRACTOR SHOULD CONSIDER ANY OF THE DETAILS CONTAINED IN THE JULY 2016 NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL AS ACCEPTABLE PRACTICE IN THE APPROPRIATE APPLICATION. 3. THE DEVELOPER/CONTRACTOR OR HIS BUILDER SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RAINFALL EVENT THROUGH
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