c1/10 · 2020. 10. 21. · (256.00) at grade (ff=252.50) level 1 = 5' above grade. level 1 = 5'...

C1/10

Feet

12060

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AutoCAD SHX Text250x7


















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 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 TextINV.=

AutoCAD SHX TextRIM=

AutoCAD SHX TextIN

AutoCAD SHX TextOUT



AutoCAD SHX Text16" STEEL CASING







AutoCAD SHX TextIN

AutoCAD SHX TextOUT

AutoCAD SHX Text8" D.I.P.



AutoCAD SHX TextOUT

AutoCAD SHX TextIN





AutoCAD SHX TextWV

AutoCAD SHX Text349.90'













AutoCAD SHX TextOUT





AutoCAD SHX TextEXISTING MH

AutoCAD SHX TextIN

AutoCAD SHX TextOUT



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 TextN52%%D18'20"W


AutoCAD SHX TextS52%%D18'20"E


AutoCAD SHX TextS37%%D41'40"W


AutoCAD SHX TextN37%%D41'40"E





AutoCAD SHX TextLEASE LINE S42%%d29'50"E





AutoCAD SHX TextLEASE LIMIT LINE



AutoCAD SHX TextLEASE LINE





AutoCAD SHX Text"MARRIOTT COURT YARD"

AutoCAD SHX TextREMAINING LANDS OF

AutoCAD SHX Text1455 WASHINGTON AVENUE ASSOCIATION

AutoCAD SHX Text'DUNKIN DONUTS'











AutoCAD SHX TextS37%%D41'40"W 241.05'



AutoCAD SHX TextS52%%d18'20"E



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 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 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 TextCB

AutoCAD SHX Textcurb island

AutoCAD SHX TextCB

AutoCAD SHX Textdumpster area

AutoCAD SHX Textconcrete curb


AutoCAD SHX TextCB

AutoCAD SHX Textgas meter


AutoCAD SHX TextMH



AutoCAD SHX Textsign

AutoCAD SHX TextMH



AutoCAD SHX TextCB





AutoCAD SHX Textfire plug

AutoCAD SHX Text11 spaces

AutoCAD SHX TextT





AutoCAD SHX Textroof overhang

AutoCAD SHX TextBuilding Footprint Area 22,079 S.F.






AutoCAD SHX Textthree clean outs and vent pipe

AutoCAD SHX Textmetal grates



AutoCAD SHX Textchain link fence

AutoCAD SHX Textgate


AutoCAD SHX Textelectric outlet


AutoCAD SHX Textthree flag poles


AutoCAD SHX Text2 HC 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 Text8" PVC



AutoCAD SHX Text8" DIP


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 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 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 TextRIGHT-OF-WAY WITHOUT ACCESS

AutoCAD SHX Text12


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 Text13I

AutoCAD SHX Text13AII

AutoCAD SHX Text(PUBLIC R.O.W. VARIES) ACCESS RESTRICTED


AutoCAD SHX TextWASHINGTON AVENUE RIGHT-OF-WAY LINE


AutoCAD SHX TextF.F.=248.39


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 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

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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

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AutoCAD SHX TextF

AutoCAD SHX TextO

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AutoCAD SHX TextA

AutoCAD SHX TextK

AutoCAD SHX TextR

AutoCAD SHX TextO

AutoCAD SHX TextY

AutoCAD SHX TextW

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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 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

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COMMUNITYCOURTYARD

PLAZA

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IDG

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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

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TRASH

BIKEPARKING

LOBBYAMENITY

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AutoCAD SHX TextR=






AutoCAD SHX TextWV

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AutoCAD SHX TextWV

AutoCAD SHX TextD

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AutoCAD SHX TextWV






















AutoCAD SHX TextAREA = 23,512 S.F.

AutoCAD SHX TextPARCEL B




















AutoCAD SHX TextD

AutoCAD SHX TextY

AutoCAD SHX TextH




AutoCAD SHX TextMH





AutoCAD SHX TextE

AutoCAD SHX TextC










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 TextIRON ROD (TO BE SET)




AutoCAD SHX Text8A

AutoCAD SHX Text8B



AutoCAD SHX TextE

AutoCAD SHX Text8B

AutoCAD SHX Text8B

AutoCAD SHX Text9

AutoCAD SHX Text9

AutoCAD SHX Text13J

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AutoCAD SHX Text10

AutoCAD SHX Text9

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AutoCAD SHX Text12





AutoCAD SHX Text13J

AutoCAD SHX Text13J

AutoCAD SHX Text13J

AutoCAD SHX Text8B


AutoCAD SHX Text13I






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 TextBY:

















AutoCAD SHX Text&

AutoCAD SHX TextSITE PLAN 1415 WASHINGTON AVENUE CITY OF ALBANY COUNTY OF ALBANY, STATE OF NEW YORK



AutoCAD SHX TextWM

AutoCAD SHX TextDRH


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

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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 TextGENERAL 8/11/2020







AutoCAD SHX Text1.0




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 TextNONE


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 Textimpervious area

AutoCAD SHX Textgrass area












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 Textbuilding coverage




AutoCAD SHX Textimpervious area

AutoCAD SHX Textgrass area


AutoCAD SHX Textporous pavement area




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 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 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 Textarea 1: plaza

AutoCAD SHX Text10%%% of site

AutoCAD SHX Textfamily



AutoCAD SHX Textarea

AutoCAD SHX Textarea 2: community courtyard

AutoCAD SHX TextTOTAL


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COMMUNITYCOURTYARD

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LOADING

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AT GRADE(FF=252.50)



8,000 SF8,300 SF


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AutoCAD SHX TextIN

AutoCAD SHX TextIN

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AutoCAD SHX TextOUT






AutoCAD SHX TextIN

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AutoCAD SHX TextD

AutoCAD SHX TextY

AutoCAD SHX TextH





AutoCAD SHX Text12


AutoCAD SHX Text12




AutoCAD SHX Text13I


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 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 TextNEW HYDRANT (3/C3)

AutoCAD SHX Text8"X8"X8" TAPPING VALVE AND SLEEVE (2/C3)




AutoCAD SHX Text15' UTILITY EASEMENT


AutoCAD SHX TextFINISHED GRADE

AutoCAD SHX TextEXISTING GRADE

AutoCAD SHX Text10 LF 6" DIP CL 52 WATER MAIN TO HYDRANT


AutoCAD SHX Text8"X6" REDUCER


AutoCAD SHX Text48 LF 8" DIP CL 52 WATER MAIN

AutoCAD SHX Text22 1/2° HORIZONTAL BEND



AutoCAD SHX Text6" DIP CL 52 WATER MAIN TO HYDRANT

AutoCAD SHX Text45° VERTICAL BEND



AutoCAD SHX TextEXISTING 8" WATER MAIN


AutoCAD SHX Text8"X8"X8" TAPPING VALVE AND SLEEVE




AutoCAD SHX Text8" DIP CL 52 WATER SERVICE TO BUILDING



AutoCAD SHX TextBY:

















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 TextWM

AutoCAD SHX TextDRH


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 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 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 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 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 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 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 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 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


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LEVEL 1 =5' ABOVE GRADE


8,000 SF8,300 SF


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SECURITY

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AutoCAD SHX TextIN

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AutoCAD SHX TextOUT












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 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 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 TextBY:

















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 TextWM

AutoCAD SHX TextDRH


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 Text6" PVC SDR 26/35 SANITARY SEWER


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 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 TextMIXTURE OF #1 AND #2 CRUSHED STONE






AutoCAD SHX TextTYPICAL SANITARY SEWER TRENCH DETAIL

AutoCAD SHX Text1

AutoCAD SHX TextC4


AutoCAD SHX TextCORED IN FIELD CONNECTION


AutoCAD SHX TextSEWER PIPE

AutoCAD SHX TextALUMINUM ALLOY KOR-BAND

AutoCAD SHX TextHOLDING BOOT


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 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 TextDETAIL A

AutoCAD SHX Text3500 P.S.I. CONC.


AutoCAD SHX TextMIN.


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 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 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

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AMENITY

LOADING

LOBBY


AT GRADE(FF=252.50)



8,000 SF8,300 SF


UP

LOADING

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TRASH

BIKEPARKING

LOBBYAMENITY

LOBBY

LOBBY

SECURITY

GATE

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MAINTENANCE

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AutoCAD SHX TextR=






AutoCAD SHX TextWV

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AutoCAD SHX TextY

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AutoCAD SHX TextWV

AutoCAD SHX TextD

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AutoCAD SHX TextH









AutoCAD SHX TextIN

AutoCAD SHX TextIN

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AutoCAD SHX TextIN

AutoCAD SHX TextOUT










AutoCAD SHX TextIN

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AutoCAD SHX TextD

AutoCAD SHX TextY

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AutoCAD SHX TextMH






AutoCAD SHX TextE

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AutoCAD SHX Text8A

AutoCAD SHX Text8B



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 Text13J

AutoCAD SHX Text13J

AutoCAD SHX Text13J

AutoCAD SHX Text8B





AutoCAD SHX Text13I







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 Text32 LF 8" ROOF DRAIN @ 1% (3/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 TextBY:

















AutoCAD SHX Text&

AutoCAD SHX TextSWPPP PLAN AND DETAILS 1415 WASHINGTON AVENUE CITY OF ALBANY COUNTY OF ALBANY, STATE OF NEW YORK



AutoCAD SHX TextWM

AutoCAD SHX TextDRH


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 Text6" COMPACTED GRAVEL

AutoCAD SHX TextROOF DRAIN DRYWELL DETAIL

AutoCAD SHX Text6'

AutoCAD SHX Text12" HDPE PIPE

AutoCAD SHX TextROOF DRAIN


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 TextGEOTEXTILE FILTER FABRIC ENVELOPE

AutoCAD SHX TextGRADE RINGS AS REQUIRED

AutoCAD SHX TextTRAFFIC DUTY PRECAST CONCRETE COVER


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 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 TextI-2

AutoCAD SHX TextI-3

AutoCAD SHX TextI-4


AutoCAD SHX TextI-5


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 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 TextPOROUS PAVEMENT DETAIL

AutoCAD SHX Text2

AutoCAD SHX TextC5

AutoCAD SHX Text4" HDPE PERF. UNDERDRAIN

AutoCAD SHX Text1/2 O.D.





AutoCAD SHX TextBEDDING MATERIAL, PEA STONE.


AutoCAD SHX TextTRENCH DETAIL

AutoCAD SHX TextTYPICAL STORM SEWER




AutoCAD SHX Text3

AutoCAD SHX TextC5


AutoCAD SHX TextYARD DRAIN DETAIL


AutoCAD SHX TextSPLIT END CAP AT END OF PIPE RUN

AutoCAD SHX Text135%%D ELBOW FITTING


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


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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

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AutoCAD SHX TextSILT FENCE (TYP) (1/C8)

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AutoCAD SHX TextSTABILIZED CONSTRUCTION ACCESS (4/C8)

AutoCAD SHX TextDROP INLET PROTECTION (TYP.) (2/C8) OR (3/C8)

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AutoCAD SHX TextLIMITS OF DISTURBANCE: 125,132 SF/2.87 ACRES



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AutoCAD SHX TextEROSION AND SEDIMENT CONTROL PLAN 1415 WASHINGTON AVENUE CITY OF ALBANY COUNTY OF ALBANY, STATE OF NEW YORK



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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

c1/10 · 2020. 10. 21. · (256.00) at grade (ff=252.50) level 1 = 5' above grade. level 1 = 5'...

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