Loading...
Final Approved Plans GENERAL NOTES: G-1) BACKGROUND MAPPING (GIS) TAKEN FROM WARREN COUNTY COMMUNITY MAPPER. ti * f i G-2) BASE MAPPING TAKEN FROM "FAIRFIELD PROFESSIONAL OFFICES" SUBDIVISION PLANS PREPARED � 5 u � LEGACY D HOLDINGS , BY JARRETT-MARTIN ENGINEERS, PLLC; LAST REVISED 10/17/07, REVISION #1. a TRAVEL CORRIDOR [.AN LLC -w-"I 'l F; OVERLAY D1,5TRICT ) BAY RQAD OFFICE (0) FAIRFI D NIOR HOU ING Cedws /�/►� yam/ -.. SITE BAYBRIDGE DRIVE LOCATION :Y, wl+ Sri : l 1ll+iFITJY'l ;n 600 RESIDENTIAL } °" ; - - `; SETBACK LINETOWN OF QUEENSBURY , NEWYORK V�1 �* 4y} r ,� ' UNIT PLANNED a Maple DEVELOPMENT ROW QQAt� y Forms Y v v 9tv , ` "', ,..v ;1 ,- z / 'gib s i.�« {�, R*` ,v- �a.- y' ,.' - -^r��,■Ny® �_.. (a pw■) 7 t4VC v1 s• Acres Fob ��p� r �.�► _ N1VYG�1T� SITE s , a" LOCATION ' fit., ♦,/{ •,, �� '� � 9tli fi {`T Fes[x3 + g♦ gym t " y LEGACY LAND chord OORLONLEGACY LAW ..- � mac` �� � g k HOLDINGS LLC OR 1 I'IOLDINGS LLIC - �.. a6 TAX MAP LD.-. TAX MAP LD.: BAY ROAD _ 296 1 n. 298.11-1-49 1 50 .1 .— ZONING LOCATION PLAN m. h NORTHEAST SURGICAL ; DAVID C. PARSONS,D.M.D. crr SCALE: N.T.S. ;� _ �,. � C� LOT NUM TYP. FUTURE / IIALM , GENERAL DENTISTRY � � Ly C NUMBER. cr< .� - `PARI(IIG Yom"fco i�Y U t+ft a LEI ACY L" ` Y HOLDINGS LLC TAX MAP I.D.: N OF QBY LLLLCC• BAi� PAR PROPERTIES LOCATION PLAN PROJECT LIMITS 298.11-1-48 TAX MAP LD.: r'`�� �'1� TAX MAP 1.0 • SCALE: N.T.S. (BOLD UNETYPE) PROP06ED 296.11-1-52 , I 296.11-1-53 PARKING (LOTS 4 dt 5) CONSTRUCTED --APPR SHARED PARKING 1l AP Inca ran HOUSING COMPLEX 28 �)9 CONSTRUCTED APPROVED SUBDNISION C-- --: -- MULTI—USE PATH ,., SFIARED PARING• TV?. w-.�.. ,, irrgg�Ac4mi�rstratcr �° TOWN OF= QUEEN56URY P�ARIONG CONSTRUCTED LEGACY LJII DRNMY HOLDINGS LLC TAX MAP I.D» 29&11-1-54 LEGACY LAND LEGACY LAND APPROVED FUTURE HOLDINGS LLC HOLDINGS LLC LEGACY LNG ti 11 BUILDING•SUBDIVISION . � ' TYP. LEGEND: '�� LEIQAL"Y LAND TAX MAP LD.. TAX MAP LD.. PA1G HIOLDNrGS LLC 296.11-1-57 296.11-1-58 HOLDINGS LLIC LINE TYPE: TAX MAP I.D.. TAX MAP Lo.. r y 296.11-1-39 ` EXISTING STRUCTURES/OBJECTS/UTILITIES 296.1 1, -55 BAYS SURVEYED AND OR FIELD VERIFIED: DIRK LEGALLY Lally PROPOSED STRUCTURES/OBJECTS/ HOLDINGS LLC UTILITIES: TAX MAP LD» 296.11-1-55 � PROPERTY LINE: — — �� — — —�— LEGACY LAND WILLOWBROOK ) r4 PROPOSED MAJOR CONTOUR LINES: 100 HOLDINGS LLC TAX MAP LD» � ROAD PROPOSED MINOR CONTOUR LINES: — — — — — — —99— — — — — — — 100 296.11-1-62 PROJECT SETTING PLAN EXISTING MAJOR CONTOUR LINES: 1 EXISTING MINOR CONTOUR LINES: - - - 99 -- - SCALE: SEE GRAPHIC SCALE TREE LINE: LEGACY LAND SHORELINE/STREAM: _ �f t S STREAM:/ _ . . . LLC `, � THOLDIINGS I� GRAPHIC SCALE TAX MAP LID.- MAP • ' " 60 30 60 120 240 - 0 SWALE: lJM� 29l 1-1-61 296.11 1-83 FENCES: CHAIN LINK, WOODEN: X X C}----C]--- TAX MAP I.D.: SYMBOLS/ABBREVIATIONS: 296.�11 1-60 (IN FEET) POTABLE WATER Pw r!-- FIRE LINE FIRE GRAVITY SANITARY SEWER SA-G X PRESSURE SANITARY SEWER SA-FM STORM SEWER ST .. GAS LINE GAS OVERHEAD POWER LINE ❑U-P REFERENCE TOWN OF QUEENSBURY SUBDIVISION N0. 15-2006 & RESOLUTION ADOPTED 8-21 -07, SANITARY MANHOLE 0 FIRE HYDRANT UTILITY POLE �, y b AND SITE PLAN PZ 230-2016 & RESOLUTION STORM MANHOLE QD WATER VALVE pQ LIGHT FIXTURE # . a ADOPTED 1 1 - 15- 16. SUB—CATCHMENT 1g 0 RECEIVED REVISION INDICATOR: INDICATOR. TEST HOLE: TP # POND INDICATOR: 1P MAR 21 2017 PERCOLATION TEST: PT # REACH INDICATOR: F1R TOWN OF QUEENSSUI�`f NOTE: G-1 NOTE # PLANNING FFICE NOTE REFERENCE TAG: C1 SEE DRAWING � # FOR NOTE PLLCLANNIN A D LU I N I U N I N RE zneers _ R _ DETAIL # 03 20 17 1 ADDED ADD'L PLANNING BOARD & RESOLUTION REFERENCE DETAIL REFERENCE TAG: 1 D1 Civil 8� Envtr'o�mental Engineering 11-01-16 g VI PER D R MARSHALCOMMENTS SEE DRAWING # FOR DETAIL g g NO CHANGES THIS SHEE SECTION CUT DIRECTION 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 GLENS FALLS, N.Y. 09-13-16 q SUBMITTED TO QUEENSBURY FOR SITE PLAN REVIEW A SECTION LETTER PIU # 16-029 DATE REV # ISSUED/ REVISIONS SECTION REFERENCE TAG: "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE"ISSUE/REVISION"BLOCK ABOVE.THEY MAY NOT BE USED FOR ANY OTHER D 1 SEE DRAWING # PURPOSE,NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK,WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS,PLLC.ONLY DOCUMENTS LABELED AS"ISSUED FOR CONSTRUCTION"MAY BE USED FOR SAME.USER SHALL HOLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE." FOR SECTION Tcnvn of Queensbury © C,otx rnuciity Development Office 742 Bay Road. Queensbury,NY 12801 d) If application was referred to engineering then Engineering sign-off'required prior to signature of Zoning Administrator of the approved plans; Town of Queensbury Planning Board e) If required,the applicant must submit a copy of the following to the Town: a. The pr-J ct NO! (Notice of Intent)for coverage under the current"NYSDEC SPDES General RESOLUTION- Grant Site Plan Approval, Permit from iConstruction Activity"prior to the start of any site work; SITE PLAN PZ 230-2016 LEGACY LAND HOLDINGS,LLC b The project NOT(Notice of Termination)upon completion of the project;, Tax Map m: 296.11-1-48,49,:54, 55,60/Property Address: Raybridge Drive /7mning: O c. The applicant must maintain on their project site,for review by staff;' i. The approved fmal plans that have been stamped by the Town Zoning.Administrator, 'l`he applicant has submitted an application to the Planning Board for: Applicant proposes a partial 3``story, These plans must include the project SWPPP (Storm Water Pollution Prevention Plan) PP PP 27 unit senior housing facility with associated site work for parking, stormwater control and landscaping, where;such a plan was prepared and approved; Project involves lot line ad''ustments for lots 1, 2,0; 7, 8, 9, 13 & 14. A portion of the existing pathway, is to ii The project NOI and proof of coverage under the current NYS DEC SPDES General 1 J be increased in width and to be paved within 50 ft. of the stream for emergency access. Pursuant to Chapter Permit,or an individual SPDES permit issued for the project ifrequired. _ i Ordinance, senior housing, mutli-family F housing and fill or hard f) Final approved plans,in compliance with the Site Plan,,must be submitted to the Community 179 3 040 and 17�-G-05U of the: Zoning .n , g, S R surfacin within. 50 ft. of a stream shall be sub`ect to Planning Board review and approval. Project includes Development Department before-an further review by the Zoning Adri inistrator or Building and 8 j subdivision modification for lot line adjustments for current site plan and SP 4-2011 Codes personnel; g) The applicant must meet with Staff after approval and prior to issuance of Building Permit Pursuant to relevant sections of the Town of Queensbury Zoning Code-Chapter 179-9-080, the Planning and/or the beginning of any site work - - - h Subsequent,issuance of further permits, includin building ermts is dependent:on com fiance with Board has deternuned that this proposal-:satisfies the requirements as stated ui the Lamntt Code, ) q pe � 8 �P P p this and all other conditions of this resolution; 2 site plan application was referred to the Warren i As-built plans to certify,that the site plan is developed according to the approved plans to be provided As required by General Municipal Law Section �.39 m the i P aPP ) P �' - Count yF Planning Department for its recommendation, prior to issuance ofthe certificate of occupancy. j) This resolution is to be placed in its entirety on the final plans. The Planning, Board, has reviewed the potential env-iromnerital impacts of the project, pursuant to the State Environmental Quality Review Act(SE+QRA) and adapted a SEQRA Negative Declaration-Determination Motion was seconded by David Deeb. Duly adopted this 15th day of November,2016 by the following vote: ofNon-Significance AYES`: Mr.Deeb, Mr. Sehonewolf, Mr. Ford, Mr. Magowan, Mr. Ferone, Mr. Traver, Mr. Hunsinger The Planning Board opened a public .hearing on the Site plan application on 10/25/2016 and continued the public hearing to 11/15/2016, when it was closed, NOES: NONE The Planning.Board has reviewed the application materials submitted by the applicant and all comments made at the public hearing and submitted in writing through and including l 1/15/2016; The Planning Beard determines that the application complies with the review considerations and standards set forth in Article 9 of the Zoning Ordinance for Site Plan approval, MOTION TO APPROVE SITE PLAN PZ 230-2016 LEGACY LAND HOLDINGS, LLC; Introduced bv Paul Schonewolf who moved for its adoption. According to the draft resolution prepared by Staff with the following: 1. Adherence to the items outlined in the follow-up letter sent with this resolution. a) The Iimits of clearing will constitute a no-cut buffer zone, oratige construction fencing shall be installed around these areas and field verified by Community Development staff; b) The Sanitary Sewer connection plan must be submitted to the Wastewater Department for its review,approval,permitting and inspection; c) If curb cuts:are being added or changed a driveway permit is required. A building permit:will not be Page 2 of 2 issued until the approved driveway permit has been provided to the Planning'Office; Page;l of 2 Phone-, 518.762.8220 I Fax: 518.745•44371742 Bay Road, Queensbury, NY 128041 www.queensbury.net Phone:: 518.761.8220( Fax: 518.745.44371742 Bay Read,Queensbury, NY s28o4 www.queensbury.net 03-20-17 1 PLANNINGBOARD RESOLUTION ISSUED NEW SHEET - ADDED PLANNING BOARD RESOLUTION DATE REV # ISSUED/ REVISIONS 'DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE"ISSUE/REVISION"BLOCK ABOVE.THEY MAY NOT BE USED FOR ANY OTHER PURPOSE,NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK,WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS,PLLC.ONLY DOCUMENTS LABELED AS"ISSUED FOR CONSPRUCfION'MAY BE USED FOR SAME.USER SHALL HOLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE." r,� (OF "E'"ro CONDITIONS OF APPROVAL CONDS y�P s,,q9 FAIRFIELD SENIOR HOUSING LEGACY LAND HOLDINGS, LLC BAYBRIDGE DRIVE QUEENSBURY, NEW YORK JARRETT Engineers, PLLC H. THOMAS JARRETT Civil & Environmental Engineering P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT©2017 PHONE: (518) 792-2907 ONLY ECONSIDRADEREDTTRRUE SEPTEMBER 2016 PRO # 16-029 SHEET: 10 OF 10 AND VALID ALTERATION BY LICENSED THISENGINEER EER IS UNLAWFUL. AWFUL. BASESHEET:22 x 34 PLOTTED/REVISED:03/20/17 9:15 AM BY A LICENSED ENGINEER IS UNLAWFUL. TOWN OF QUEENSBURY SITE & ZONINGREQUIRENIENTS Patel Informatics OWE Legacy Land His,LLO TaxlD 2 .11-1 4 ,49 ZONMDESIGNATIONC} (OFFICE) Total Lot Area(ACC) 3AI (Subd Lots 1,2,7,8, 13)` WALKER LANE REQUIRED ETLI�T I�Rf}F+DE Requirements � SITY 7 Apartment�E��EtTt�L- � � �►��s lei/.�. � tLTn�t " ...:, ..., D L IN T - : : K s 8 Units per Acre Lot Size to Support Devdopnmt Density 27 Apa rct Units AREA OF LOT 2 TO .acres)(Total r outs a of6 'Bay R i N/A "4 PROPOSED DEVELOPMENT BE ADDED TOLOT 3 Residential Setback) units/acre=27/8= 3.38 acres ((Wi51DE OF THE OFFICE ZONE L ` �(FT) A CM Z RESIDENTIAL SETBACK N.03AI3 FRt NTA(iE"�ybMg a e 7 /A 3�1 (MEDIUM GRAY SFIAD=)) (LOT 1 + PART OF LOT 2 + '' ` ,+ V[ATER;F t I' 'IAGE FT so NSA LOT 7 + PART OF LOT 8 + DEPTH" N/A 472 PAR? OF LOT 13) PERCENT LOT CO4IERAGE Max 65 3.6 48"1' SHAM PARMG FOR FAW41MPERCENT OF LOT PERMEABLE X4in 35 96.4 A5L9 PARK TENMfiS. AND R SEE '"51T'E PLAN — C2' FANIFIELD SENIOR HIOt1SNrG FOR DEVELOPMENT FRONT(FT) (Walker Lane) 75 N/A 79.7 OF LOTS) FRS"(FT) (Baybridge 'e) 75 N/A 80.6 u , SIDE(FT)(Bay Road Side)' 25 N/A' 662 Bay Road Resid Setback in Office Zone 600' N/A 652` --_... REAR(FT)(West Side) 25 N/A 7 SHOFZI (ET) 75 N/A 7 MAXIMUM BU11DIl G SIT(FT) 40 N/A 3f PROJECT LIMITS (BOLD LINETYPE) Lan scap g Mini 15% N/A >15'D�'o No of rking Spaces 27 2 — 13. > 14 5 ' N/A Total Shared Parking — Provided: 711; Total Parkbg Provided on I " Fairfield Senior Housing Lai:22 AREA OF LOT 8 TO BETO ADDED ' LOT B BAYBRIDGE DRIVE ,. Q ; WILLOWBROOK ww: ROAD GW OFFICE ZONE RESIOERM DEVELOPMENT SETW= (BAY NMD) AREA OF LOT 13 70 BE ADDED TO LOT 14 SHARED PARKING FOR FAI FM PARK COMME PMLFIENApII 1 SENIOR HOUSING. GEOTEXTN.E d� GRAVEL D1 BASE ONLY (THIS PARKING BAY ONLY NO "HALT 03-20-17 1 PLANNING BOARD RESOLUTION & ISSUED FOR CONSTRUCTION NO CHANGES THIS SHEE DEVELOPMENT AREA PLAN 11-01-16 REVISED P I E MARSHAL M N 16 UPDATED SITE &ZONING REQUIREMENTS CHAR z SUBMITTEDT U EN U I LAN VI SCALE: SEE GRAPHIC SCALE 09-13-16 A DATE REV # ISSUED/ REVISIONS GRAPHIC SCALE "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAYBE USED ONLY FOR THE USE SPECIFIED IN THE"ISSUE/REVISION"BLOCK ABOVE.THEY MAY NOT BE USED FOR ANY OTHER 20 co 1 no PURPOSE,NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK,WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS,PLLC.ONLY DOCUMENTS LABELED AS"ISSUED FOR 60 0 J U L 240 CONSTRUCTION'MAY BE USED FOR SAME.USER SHALL HOLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE." DHAW IN FEET of NE y DEVELOPMENT AREA PLAN C I ( ) S Jq FAIRFIELD SENIOR HOUSING * 9 LEGACY LAND HOLDINGS, LLC BAYBRIDGE DRIVE 2 ` QUEENSBURY, NEW YORK ss � JARRE'I"_ Engineers, PLLC H. THOMAS JARRETT Civil & Environmental Engineering P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT©2017 PHONE: (518) 792-2907 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE SEPTEMBER 2016 PRO # 16-029 SHEET: 2 OF 10 AND VALID ALTERATION OF D 111SENGINEER EER IS UNLAWFUPT L. BASESHEET:22 x 34 PLOTTED/REVISED:03/20/17 9:15 AM BY A LICENSED ENGINEER IS UNLAWFUL GENERAL NOTES: G-1) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK (1-800-962-7962) AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION. PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. a WOE WNJONG PATH -. . OF cONSTRucTED v . . m CRUSHED STONE PROPOSED PARKING ((OPTION M CONSTRRUC / ROC, AREA ROC. WITH OON�'2iETE AT MINGLED LANE AREA w DASHED LIB HATCH) BUN.DER'S DISCRETION: T� (2 O1liERIr1106T BAYS) 1'O 8E MUL11�TH AS ROQb DING RESIDENT GARDENS PATIO ; 7 r FRONT (1) SETB�K 71 j 12'x9' SPIED FOR BICYCLE STORAGE ' UPGRADE EXISTING GRAVEL PATH BEIUIEEN WALIM LANE de 1 O TYP. DRMEMfl1Y de PAT�ICING BAYBRIDGE DRNE TO 2W WOE: D1 2 BAYS (GRAY SHADING) PAVE ENTIRE PATH 1 BE NOW 1, 8 ��� D1 PLUS PORTION OF SHARED I G P DRAWINGG OCI 3 CIDEYELOPMENT AREA PLAN SIGN STATING 4 Np, 'ONE WAY D1 7SFACES EXISTING MULTI-USE PATH o a REMOM VEHICLE PULL WF G RocE�'SED LIGHTING OVER PalM OF BUILDING • INOREss 7 SPACES (7 LOCATIONS) 5 HANDICAP PARKING PROPOSED 27 UNR nue w_ pt SP/IIt TYP. SITE PLAN SENIOR HOUSING BIAL.DING \'� 4 SKI STATING � SCALE: SEE GRAPHIC SCALE 01 "WRONG V AYM 8 SPACES S GRAPHIC SCALE 30 0 15 30 60 120 WALJ.PIOK LIGHT TOTAL AIOCE AT EACH UW, TV. ` WOT1� n Y + ly' S (IN FEET) g , 'Q` 22' PROPOSED PARKING;IISTRUCTED CC 8E IV WOE COINCRE IE SOEWIILi� 2 REWD W�TIN CONNECT EXISTING DI �r—uSE PATH F 0) PLANNING BOARD RESOLUTION & ISSUED FOR CONSTRUCTION ;B j, N 03-20-17 1 NO CHANGES THIS SHEE D I MARSHAL COMMENTS 11-01-16 UPDATED DRIVEWAY& MULTI-USE PATH FOR FIRE ACCESS r • A SUBMITTED U N U R I LAREVIEW 09-13-16 DATE REV # ISSUED/ REVISIONS "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAYBE USED ONLY FOR THE USE SPECIFIED IN THE"ISSUE/REVISION"BLOCK ABOVE.THEY MAY NOT BE USED FOR ANY OTHER a i PURPOSE,NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK,WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS,PLLC.ONLY DOCUMENTS LABELED AS"ISSUED FOR v) CONSTRUCTION'MAY BE USED FOR SAME.USER SHALL HOLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE." af.. °F "Ewe SITE PLAN s� mT 2 FAIRFIELD SENIOR HOUSING m. LEGACY LAND HOLDINGS, LLC - EXISTING ENTRANCE (� ' R� L UEENSB BAYBRIDGE DRIVE URY, NEW YORK w JARRETT Engineers, PLLC _ H. THOMAS JARRETT Environmental Engineering Ci 'l & E P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT©2017 PHONE: (518) 792-2907 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BECONSIDEREDTRUE SEPTEMBER 2016 PRO # 16-029 SHEET: 3 OF 10 AND VALID ALTERATION OF THIS DOCUMENT AWFUL. BASESHEET:22 x 34 PLOTTED/REVISED:03/20/17 9:15 AM BY A LICENSED ENGINEER IS UNLAWFUL. DRAWING NOTES: } 1.) PROVIDE THRUST BLOCKING AT ALL FORCE MAIN AND WATER LINE BENDS OR TERMINAL ENDS. SEWER LATERAL CONNECTION N 70 Df MAMA �IG FORCE xxxxxxxxxxxxxxx� Z- 2" HOPE PRESSURE 2 SEINER LATERAL D3 _ 1 - - 320 i ....t._�, �. u, 619 CROSS. 600 N-12 CULVERT II 6'0' PERFORATD N-1 2 IET N. 3172D2j NDEDRN1 LATERAL. OUTLET V.: 317. TYP. BIORETENTION/ a RANI GARDEN AREAS x I ao i FORCE wuN 2 x I 1 r l 090 awe sroP °3 6*0 N-12 UNDERDwAIN HEADER/rwIFOt�: INLET MIN» 315Jr x PROPOSED DUPLEX 2 X a j ,, QVSAM PUMP STATION D3 I a l I 1 x B I PROPOSED SEDN�IT 1 x ® CONTROL BAD EIC x I # x I I I x x MAINTAIN EXISTING WET SWAtE x '1 RaM x ® NG LIGHT POLEIE IINWM; 4 • I NEW FOUNDATION AS ROQ'D. 02 x � TYP. (3) LOCATIONS �_ s-, GRADING/STORMWATER/UTILITY PLAN I SCALE: SEE GRAPHIC SCALE TO EXISIIIG POTABLE WATER OOIIN SOMM SIZE FOR FIRE x p�,�pN (BY man 5 Ia, ao ' GRAPHIC SCALE WET TAPPI NG SLEEVE 1 30 0 15 30 60 120 AS REM); RESn%AuNED JOINT' OR D3 D3 THRUST BLOCKING AS RE D; DISINFECT PER AWWA i - (IN FEET) I I I I i 4 # 3 PIPE W. 31&r I 4 SSEIM LATERAL PROPOSED DUPLEX 2 I I % %i D3 tOER PLJI STATION D3 I . 1320 �' 3 320/ Icx•x i LATERAL 0N TO EXISTING FORCE MAIN t 320 03-20-17 1 � NIN ARDRESOLUTION ISSUED N T I N NO CHANGES THIS SHEET) �: . Now Z I D I ALCOMMENTS , S xxxxxxxxxxx 11-01-16 (UPDATED SWALE GRADING BETWEEN SENIOR HOUSING HOUSING & MULTI-USE PATH; RELOCATED EXISTING LIGHTING ALONG MULTI-USE PATH; UPDATED SEDIMENT CONTROLS B� SUBMITTr TO OUEENSBURYLAN REVIEW 318 09-13-16 A 317 D/ REVISIONS FORCE MAIN 2 _ DATE REV# ISSUE ` BLOCK ABOVE THEY MAY NOT BE USED FOR ANY OTHER CURB STOP! N" __ - DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE"ISSUE REVISION" 3 j "PURPOSE,NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK,WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS,PLLC.ONLY DOCUMENTS LABELED AS"ISSUED FOR CONSTRUCITON"MAY BE USED FOR SAME.USER SHALL HOLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE:" 110 F NE 6'0 N-12 LNIDEERDRAMII M-12 CULVERT _ a GRADING/STORMWATER/UTILITY PLAN OLJTL.ET NIN« 313.3' ..., 02 INLET' NIN.: 317.3' ��� h,yo t - _. W. _. s✓q FAIRFIELD SENIOR HOUSING �+ e ' LEGACY LAND HOLDINGS, LLC QUEENSB E DRIVE URY, NEW YORK ul JARRETT Engineers, PLLC EXISTING CULVERT � Civil & Environmental Engineeri ng H. THOMAS JARR ETT i P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. ' COPYRIGHT©2017 PHONE: (518) 792-2907 BONLyI EALISSHAALLL THIS RE TRUE SEPTEMBER 2016 PRO # 16-029 SHEET: 4 OF 10 AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BASESHEET:22 x 34 PLOTTED/REVISED:03/20/17 9:15 AM BY A LICENSED ENGINEER IS UNLAWFUL. 0.1 0.1 0.1 0.25 0.25 0.25 0.5 0.5 0.5 1.0 1.00.5 i (18) POLE MOUNTED LOHM 0.25 1.0 % 1.0 LED TYPE, EOLWALENT 70 # # 200 W HPS LAIC (SNrNLAR IN STYLE TO EXISTM 0.1 � / P0OIL.EE MOUNTED LAMPS IN FAMWELD PARIQ 0.5 0.5 0.25---' o.25 0.25 0.25 0.5 0.5 jw 1 A 1.0 t 1.0 1.0 0 0.5 0.5 o 0.25 O.ZS 0 4 LIGHTING PLAN 0.25 0.25 0.5 SCALE: SEE GRAPHIC SCALE 1.0 1A GRAPHIC SCALE 30 0 15 30 60 120 (IN FEET) �1A 1A TOWN OF QUEENSBURY LIGHTING STANDARDS 0.5 0.5 ZONE: 0-OFFICE ZONE O ITEM REQUIRED 025 LIGHTING 0.5 0.5 HORIZONTAL ILLUMINATION LEVELS a SMALL OFFICE PARKING LOT 1.0 FC BUILDING ENTRANCE 5.0 FC 1.0 S DEWALKS 1.0 FC „ ., MAXIMUM FIXTURE HEIGHT 20 FT 1.0 -ION & ISSUED FOR CONSTRUCTION j 1A 03-20-17 1 NO CHANGES THIS SHEE 0.50.5 I MARSHALCOMMENTS 0.25 0.25 11-01-16 NO CHANGES THIS SHEET) # 09-13-16 A SUBMITTEDQUEENSBURY R SITE LAREVIEW O.1 0.1 EXISTING POLE MOUNTED LAMPS (5 LOCATIONS ALONG DATE REV # ISSUED/ REVISIONS BAYBRIDGE DRIVE AND "DOCUMENTSVIDED IN SE SPECIFIED IN THE K ABOVE MULTI-USE PATH ON/NEAR PURPOSE, N INCORPORATED SUPPORT ANY UBSEQUENT DESIGN WORK,WITHOUT THE UWRITTEN CONSENT OF JARRETT ENGINEERS,PLLC.ONLY TDOCUMENTS LABELED AS'ISSUED FOR R CONSTRUCTION'MAY BE USED FOR SAME.USER SHALL HOLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE." y PROJECT SITE) NU ! d of NIS LIGHTING PLAN * 9 ILD SENIOR HOUSING LEGACY LAND HOLDINGS, LLC n x n� BAYBRIDGE DRIVE 2 ` QUEENSBURY, NEW YORK JARRETT Engineers, PLLC Civil & Environmental Engineering H. THOMAS JARRETT t P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT©2017 PHONE: (518) 792-2907 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE SEPTEMBER 2016 PRO # 16-029 SHEET: 5 OF 10 AND VALID ALTERATION OF THIS DOCUMENT BY LICENSED ENGINEER IS UNLAWFUL.WFUL. BASESHEET:22 x 34 PLOTTED/REVISED:03/20/17 9:15 AM ENGINEER LANDSCAPING CALCULATIONS: INTERIOR LANDSCAPE PARKING LOT REQUIREMENTS: 1.) 62 PARKING SPACES 15 = 4.1 (5) MIN. SHADE TREES (11 PROVIDED). 2.) TOTAL NUMBER OF SQUARE FEET OF INTERIOR PARKING SPACES = 29,396 SF 25,000-49,999 SF REQUIRES 8% OF TOTAL PARKING LOT LANDSCAPED 29,396 x .08 = 2,352 SF LANDSCAPING REQUIRED (12,027 SF PROVIDED). LANDSCAPED STRIPS ALONG STREET REQUIREMENTS: 1.) A DE LANDSCAPE STRIP IS REQUIRED ALONG ALL STREETS PUBLIC OR PRIVATE EXCLUDING THE —OF—WAY,. ,, WAY, MIN. 3 a. PARKING TO BAY BRIDGE DRIVE. >50 B OR EVERGREEN HEDGE HORIZONTAL DISTANCE PARK BR BERM EVER EE ED N . SCREENING NOT REQUIRED. MAINTAM EXIM= VEGETATED BUFFED b. HORIZONTAL DISTANCE PARKING TO WALKER LANE: 46't — MAINTAIN EXISTING VEGETATED Owmm TO SUPPL AS REQ*D � � � BUFFER. EMENT u. THEREOF BECOME DISEASED OR HAVE DIED) A PLAN A o TING SCHEDULE SPECIES TO CONSIST OF THE FOLLOWING: RECOMM- PLANT ® 0 KEY ENDED BOTANICAL NAME COMMON NAME SIZE QUANTITY PLANTS (MIN.) • �. i �i" DECIDUOUS TREES ACER RUBRUM RED MAPLE CELTIS OCCIDENTALIS HACKBERRY GINKGO BILOBA GINKGO/MAIDENHAIR 6 A e PLATANUS OCCIDENTALIS AMERICAN PLANE OF ANY SPECIES o " DBH LISTED UNDER e QUERCUS RUBRA RED OAK DECIDUOUS v A QUERCUS ALBA WHITE OAK TREES r. QUERCUS PALUSTRIS PIN OAK TILIA CORDATA LITTLE LEAF LINDEN ® ' EVERGREEN TREES A e o PICEA (VARIETIES) SPRUCE VARIETIES • JUNIPERUS (VARIETIES) CEDAR/JUNIPER VARIETIES 5 PINUS (VARIETIES) PINE VARIETIES OF ANY SPECIES 2X" DBH LISTED UNDER TM PLANTM (1YP• TAXUS (VARIETIES) YEW VARIETIES EVERGREEN (SM ~A! D2 TREES THUJA (VARIETIES) ARBORVITAE VARIETIES A ° HEMLOCK (VARIETIES) HEMLOCK VARIETIES e o p A A SHRUBS TO BE AS SPECIFIED BY OWNER / LANDSCAPE DESIGNER • (IVORY HALO DOGWOOD, HYDRANGEA PANICULATA, JUNIPER "SEA GREEN". SPIREA BUMALDA VAR., NINEBARK "DIABLO", MUGO PINES, ALBERTA SPRUCE, BLUE PRINCESS 24"0 r HOLLY, PFITZER JUNIPER) M (SPECIES TO CONFORM TO QUEENSBURY STANDARDS AND BE NON—INVASIVE PLANTS) ° A A NOTE: OTHER TREE AND SHRUB SPECIES MAY BE SUBSTITUTED ONLY WITH PRIOR APPROVAL FROM THE TOWN OF QUEENSBURY. A e o e _ 5 LANDSCAPING PLAN SCALE: SEE GRAPHIC SCALE Aa • GRAPHIC SCALE • 30 0 15 30 60 120 A A o e (IN FEET) o A ; 2 SNUB PIANTIING (SEE CHART) PLANNING BOARD RESOLU i TION & ISSUED FOR CONSTRUCTION 03-20-17 1 NO CHANGES THIS SHEET) # o Aa A 11-01-16 Rr\ P I MARSHAL COMM EN 16 a NO CHANGES THIS SHEE v 09-13-16 A MIQUEENSBURY R I LA REVIEW 0'I'I�$dr, I DATE REV# ISSUED/ REVISIONS `�1 / 'DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE"ISSUE/REVISION"BLOCK ABOVE.THEY MAY NOT BE USED FOR ANY OTHER \ PURPOSE,NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK,WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS,PLLC.ONLY DOCUMENTS LABELED AS'ISSUED FOR II\ \\ CONSTRUCTION'MAY BE USED FOR SAME.USER SHALL HOLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE.' DHAW � LANDSCAPING PLAN pF NSW}"O Cis . _ d * s,,q� FAIRFIELD SENIOR HOUSING LEGACY LAND HOLDINGS, LLC .• BRIDGE DRIVE BAY QUEENSBURY, NEW YORK JARRETT Engineers, PLLC .1 H. THOMAS JARRETT Civil & Environmental Engineering P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT©2017 PHONE: (518) 792-2907 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE SEPTEMBER 2016 PRO # 16-029 SHEET: 6 OF 10 AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BASESHEET:22 x 34 BY A LICENSED ENGINEER IS UNLAWFUL. PLOTTED/REVISED:03/20/17 9:15 AM TOOLED SCORE JOINT EXPANSION JOKr; 5' O.C. (TYP.) 25' O.C. (TYP.) BROOM FINISH PERPENDICULAR A�TO WALK DIRECTION i j THI I 2" 3" TOOLED EDGE: 1 j" TOP COURSE r RADWS (MIN.) NYSDOT ITEM 402.098201 PLAN Y PROVIDE 1' TOOLED SCORE JOINT; 12"x18" 3 BINDER COURSE RMM. DEEP EVANSION JOINT; M.U.T.C.D. MINIMUM OVERLAP " "NYSDOT ITEM 402.198901 j" SAW CUT, BRUMINOUS EXPANSION JOINT FILLER W/ SEALANT, TOOL BOTH EDGES 12"f BASE COURSE 5" 080 0 8 L d 8 000° NYSDOT ITEM 304.12 00 o aGooa ° ; NYSDOT REM 304.05 STEEL CHIWNEL TYPE 2 (TAPER AS NEEDED r°��° TO FACILITATE REQUIRED GRADING) g" TYPE 4, COMPACTED TO 95% STANDARD COLOR BLACK (MML) � � PROCTOR NATIVE MATERIAL COMPACTED GEOMML.E (FOR SEPARATION) RECOMMENDED V EXISTING VEGETATION TO 95% COMPACTION; REMOVE " " AND TOPSOIL; REUSE TOPSOIL PROOF ROLL AND REMOVE x6 —W1.4xW1.4 WWM «�� � SOFT/DELETERIOUS SOIL IN 6 BGRADE IN STORMWATER BIO-RETENTION/ FAVOR O ADDITIONAL AT MID DEPTH SECTION BIO-FILTRATION AREAS BASE COURSE MATERIAL 1 DRIVEWAY PAVEMENT SECTION /--2------\\ SIDEWALK CONSTRUCTION DETAIL //- 3 HANDICAP SIGN POST DETAIL \Pl/ SCALE: N.T.S. D� sCALE: N.T.S. p 1 SCALE: N.T.S. 24"x30" M.U.T.C.D. SIGN STATING "RESERVED OR HANDICAPPED PARKVW (TYP.) 36"x24" M.0 T.C.D. STEEL CHANNEL 2' FROM COLOR BLACK ROADSIDE EDGE 4" WIDE DWGONAL STRI M-, 2' O.C. I�NTERI''''T�AL H�ORRONTAL de 30r FROM 4 �y "ONE WAY'/ "WRONG WAY" SIGN DETAIL BOL D 1 SCALE: N.T.S. 4" mp•) BLUE BACKGROUND 03-20-17 1 PLANNING BOARD RESOLUTION & ISSUED FOR CONSTRUC I IUN W/ � NO CHANGES THIS SHEET) 11-01-16 REVISEDE FIRE MARSHAL M N NO CHANGES THIS SHEET) 09-13-16 A SUBMITTED UEENSBURY FOR SITE PLANVIEW DATE REV # ISSUED/ REVISIONS "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAYBE USED ONLY FOR THE USE SPECIFIED IN THE"ISSUE/REVISION"BLOCK ABOVE.THEY MAY NOT BE USED FOR ANY OTHER PURPOSE,NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK,WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS,PLLC.ONLY DOCUMENTS LABELED AS"ISSUED FOR M CONSTRUCTION"MAY BE USED FOR SAME.USER SHALL HOLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE." lANDk..PARKING MIDI. MIN. MIN. of: NFwr ROADWAY & SIDEWALK DETAILS D1 SJq � ' FAIRFIELD SENIOR HOUSING 5- HANDICAP PARKING SPACE DETAIL * '� LEGACY LAND HOLDINGS, LLC D l SCALE: N.T.S. BAYBRIDGE DRIVE QUEENSBURY, NEW YORK JARRE"TT Engineers, PLLC H. THOMAS JARRETT Civil & Environmental Engineering P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT©2017 PHONE: (518) 792-2907 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE SEPTEMBER 2016 PRO # 16-029 SHEET: 7 OF 10 AND VALID ALTERATION ED THISENGINEER DOCUMENT AWFUL BASESHEET:22 x 34 PLOTTED/REVISED:03/20/17 9:15 AM BYA LK:ENSED ENGINEER IS UNLAWFUL. CONCRETE SPECIFICATIONS: #3 SPIRAL I #5 BAR (VERT.). CS-1) CAST—IN—PLACE» CONCRETE WORK SHALL COMPLY WITH THE FOLLOWING CODES AND 2" TYP. FOR (6) STANDARDS: ACI-301, SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS". ACI-31$ BUILDING CLR. CODE REQUIREMENTS FOR REINFORCED CONCRETE", EXCEPT AS MODIFIED HEREIN. CS-2) ALL CONCRETE SHALL BE 3500 PSI STRENGTH AT 28 DAYS. ALL REINFORCEMENT STEEL ` SHALL BE 60,000 PSI STRENGTH, ASTM A-615. SLUMP: MIN 2" , MAX 4" ° BASE PLATE ° CS-3) PLACING CONCRETE IN FORMS: DEPOSIT CONCRETE IN FORMS IN HORIZONTAL LAYERS NOT RUBBER HOSE FRICTION CD BY OTHERS _ DEEPER THAN 24 INCHES AND IN A MANNER TO AVOID INCLINED CONSTRUCTION JOINTS. WHERE ELECTRICAL PLACEMENT CONSISTS OF SEVERAL LAYERS, PLACE EACH LAYER WHILE PRECEDING LAYER IN STILL CONDUIT PLASTIC TO AVOID COLD JOINTS. GUY WIRE CS-4) CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND—SPADING, RODDING, OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF PLAN CONCRETE IN ACCORDANCE WITH ACI 309. CEDAR STAKES 3" DNA• x 8' LONG CS-5) DO NOT TACK—WELD OR WELD REINFORCING STEEL. ANCHOR BOLTS & SPACING 18" 10' HIGH PER POLE MANUFACTURER ROUND ALUM. CS-6) DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND. PREVENT WATER FROM FLOWING LIGHT POLE INTO EXCAVATIONS. REMOVE ANY WATER AS REQUIRED TO KEEP THE EXCAVATION DRY. 3" SHREDDED BARK OR HARDWOOD MULCH 2 Y2" (TYP.) BY OTHERS CS-7) COMPACTION OF SUBBASE MATERIAL SHALL BE DONE IN 6" LIFTS TO 95% ASTM D-1557 1" CHAMFER .. .. SEE PLAN FOR 3" CLR. DENSITY SPECIFICATIONS. a 3" HIGH SAUCER ... .. FINISHED OPMEA SIZE OF CULVERT •••• FINISHED GRADE i P• •• a A PLANTING SOIL; a .•.: BANK STABILIZATION MDRURE IN THE FOLLOWING ••• "•• • ' 2't OR 040 ogo �� (SEED�UGHT RIP RAP) RATIOS BY VOLUME: ,,� 12 MIN20 PARTS NATIVE TOPSOIL AS REQ'D _ ° •••• � 304.12 TYPE 2 J�� - Y�000� �/ " 10 PARTS COMPOST OR ••• .,•i4••.... "B DY'S" WINGED CULVERT END SECTION - URN COMPRESSION COMPOSTED LEAF LITi'ER ' CONNECTOR " `' LIGHT dt MEDIUM R� RAP 6 (TYP. eomH s�oEs) �� CAT. N0. YGHC34C26 • .e••••. 12" (MIN.) 6" (MIN.) ALL TREES 3" CIIUPER AND •'�'••••.. :•. �. �� ; � �, � � ,� � , , LESS SHALL BE STAKED AS FINISHED • `i SHOWN USING 3 STAKES ...... ..� , ,_��. ,.,. GRADE •••:;.. 41 COMPACTED BED SAND; " •� ••�• •••. 1►_6" 90% STANDARD PROCTOR 6 MIN TREE PLANTING y2" X 6" PRE—MOLDED •• ••• MIN. BITUMINOUS JOINT " � ••••• • a••••• ••• D2 SCALE: N.T.S. o FILLER WHEN LOCATED � •••.., •.. IN MIDWAY AREA ° 6 CULVERT CONSTRUCTION SCHEDULE 40 PVC CONDUIT, ° '''•••• .. DZ SCALE: N.T.S. CONTINUOUS 2" MIN. _....••••••••'s" 4' MIN •••••' V BURY DEPTH ° • ••. 10'—6"t 3" SHREDDED BARK OR HARDWOOD MULCH 6" TYP. ''••• •• # 3 SPIRAL •..�.••.•� ,•.. •s•.... (TYP.) ' 3" HIGH SAUCER ='6'••y•••••r•••^ #5 BAR ............1.... :::.•r+ ' (VERT. — TYP.) ° 3" CLR, EXAMPLE SIGN TO BE PROVIDED AbIEENO�ED PLANTING SOIL; GROUND ROD; ay MgRURE IN 11 FOLU)WING CONNECT TO INSIDE '< - RATIOS 8Y VOLUME SECTION OF METAL POLE WITH 20 PARTS NATIVE TOPSOL #2 BARE COPPER 10 PARTS COMPOST OR CONDUCTOR Le (MIN.) COMPOSTED LE' UTTER 8't ' 6" (MIN.) 4 LIGHT POLE FOUNDATION 2 SHRUB PLANTING D2 SCALE: N.T.S. D2 SCALE: N.T.S. (EXTERNAL LIGHTING) SPACING vAFM r a 7 PROJECT MONUMENT SIGN SEE PLANTING PLAN 2" FINE SHREDDED BARK OR HARDWOOD MULCH DL SCALE: N.T.S. 3' HIGH SAUCER 03-20-17 1 PLANNING BOARD RESOLUTION & I SUED FOR CONSTRUCTION NO CHANGES THIS SHEET) ,. � 11-01-16 g REVISEDI MARSHAL COMMENTS NO CHANGES THIS SHEE 09-13-16 A SUBMITTEDU B Y I LAN VI 9" (MIN.) AMEN= PLANTING SOIL; 2't MATURE IN THE DATE REV # ISSUED/ REVISIONS RATIOMS @Y VOLUME (� � W PARTS NATIVE TOPSOIL "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE"ISSUE/REVISION"BLOCK ABOVE.THEY MAY NOT BE USED FOR ANY OTHER ���w+ �p PURPOSE,NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK,WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS,PLLC,ONLY DOCUMENTS LABELED AS"ISSUED FOR ' 1 PARTS�7 OR " CONSTRUCTION"MAY BE USED FOR SAME.USER SHALL HOLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE." 16-AiRwoub I ED LEAF U TM s�Nll AP�Y F NE LANDSCAPING LANDSCAPING & STORMWATER DETAILS o D2 �- BEDSNNL & AWJAL * sJ�9 FAIRFIELD SENIOR HOUSING LEGACY LAND HOLDINGS, LLC RIVE 3 RATION QU E NSBURY, NAYBRIDGE DEW YORK PERENNIAL BED PREPARATION N D2SCALE: N.T.S. P� JARRETT Engineers, PLLC H. THOMAS JARRETT Civil & Environmental Engineering 5 LIGHT POLE P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT©2017 PHONE: (518) 792-2907 D2 / SCALE: N.T.S. ONLY coPlEs of THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE SEPTEMBER 2016 PRO # 16-029 SHEET: 8 OF 10 AND VALID ALTERATIONLICENSED FTNG ENGINEER IS UNLAWFUL T BASESHEET:22 x 34 PLOTTED/REVISED:03/20/17 9:15 AM BY A LICENSED ENGINEER IS UNLAWFUL. MUSHROOM VENT THRUST BLOCK NOTES: 1) CONCRETE NOT TO OVERLAP ANY JOINT. LID FRP LID WITH GASKET 2) CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINING HARDWARE. COATED CAST IRON (2) ENVIRONMENT (WATER TIGHT) MARKED "SEWER" ONE EQUALIZER 3) BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS LARGER THAN 12' DIA. TO BE APPROVED BY THE LOCAL EXISTING GRADE PUMPS MUNICIPALITY OR WATER DEPARTMENT. 4) REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.f.. PRESSURE OF FLUID FLOW IS BASED ON 150 p.s.i., FOR OTHER SOIL CONDITIONS ADJUST BEARING AREA. (SEE DIPRA THRUST RESTRAINT 3• MANUAL). 5) ALL THRUST BLOCKS ARE TO BE POURED TO BEAR AGAINST UNDISTURBED NATIVE SOIL. ELECTRICAL 6) RESTRAINED JOINTS MAY BE USED IN LIEU OF THRUST BLOCKS WITH APPROVAL FROM ENGINEER AND LOCAL QUICK DISCONNECT MUNICIPALITY OR WATER DEPARTMENT. (EQD) 36"0 X 72" DEEP POWER/ALARM CABLE CURB BOX FIBERGLASS BASIN 12-6 W/GND v vi WATER MAIN COATED CAST IRON (120V/240V) CONTROL/ ALARM ; PANELS; MODEL \250-1, 240V 0 _ 1-1/2" CURB STOP MOUNT IN LOCATION WATERWORKS BRASS BALL TYPE ENVIRONMENT ONE STRAIN RELIEF COORDINATED W/ OWNER. r SWING CHECK VALVE 2ND ALARM ON/ CORD CONNECTOR \, \\ \ PCV/ STAINLESS STEEL 48" WATER SHUTOFF POURED CONCRETE COMPRESSION FITTING POURED CONCRETE (AREA, B) 1-1/4" POLYPROPYLENE 1-1/4" FEMALE POLYPROPYLENE LIFTING HARNESS INLET GROMMET (AREA A) DISCHARGE FITTING\ 5'-0" 04.50 TO ACCEPT 1 1/4" HDPE SDR9 1ST ALARM ON/ 4" DWV PIPE THRUST BLOCK BEARING AREA PRESSURE LATERAL 1 1/4" HDPE SDR9 36« 2ND PUMP ON _ (SUPPLIED LOOSE) PRESSURE LATERAL (LOCATE AS REQUIRED) PIPE 0" TEES, 900 BENDS& 451,&22 Y°&11 Y40 —.—TO FORCE MAIN HYDRANTS (AREA A) BENDS (AREA B) 30 _1ST PUMP ON FLOW 2 6"0 3 SF 2 SF `~ a QUICK DISCONNECT " 6 SF 4 SF CONCRETE THRUST SLIDE FACED II BUILDING SEWER(S) 8 0 \,\%\, %�\�i!< DISCHARGE ASSEMBLY 10"0 8 SF 6 SF BLOCK/ FOUNDATION (18" SQUARE X 6" DEEP) ANTI-SYPHON VALVE 12"0 10 SF 8 SF (GLASS FILLED NORYL) BEARING AREA BASED ON TEST PRESSURE OF COMPRESSION FITTING CHECK VALVE 150 PSI AND 2000 #/SF .ALLOWABLE SOIL 1-1/4" POLYPROPYLENE (GLASS FILLED NORYL) " PUMP OFF BEARING PRESSURE. CONTACT ENGINEER IF IPS 13 —0" NATIVE SOIL B , 1' THOROUGHLY COMPAOMPALCTED SOFT SOIL CONDITIONS ENCOUNTERED. MIN. 1 BLOCK WATER MAIN THRUST USE WITH 1-1/4" SDR 9 HDPE BASIN 6" OR 1 Y4" SCH 40 PVC PIPE ONLY. LAN GE MIN. D3 SCALE: N.T.S. PRESSURE RATING: 150 PSI 0" MIN. 10 CUBIC FEET CLASS B " BALLAST" CONCRETE ALL AROUND BASIN MIN DUPLEX GRINDER PUMP STATION Y ENVIRONMENT ONE CORP, OR EQUIVALENT 1'-0" MIN. (VOLTAGE TO MATCH OWNER'S SUPPLY) CRUSHED STONE, FOUNDATION 36"0 6" MIN MOUND TO SHED WATER UNLESS UNDER 2 E-ONE GRINDER PUMP STATION ROADWAYS; RESTORE ROADS AND WALKWAYS TO ORIGINAL CONDITION; D3 SCALE: N.T.S. TOPSOIL SEED & MULCH NON PAVED AREAS NATIVE SOIL BACKFILL LESS COBBLES AND LARGER COMPACTED TO 85% MODIFIED PROCTOR OUTSIDE INSTALL MARKER �,' © ROADWAYS, 95% MODIFIED PROCTOR MOUND TO SHED WATER UNLESS UNDER R TAPE 18" DEEP !\4 0" MIN COVER / WITHIN ROADWAYS ROADWAYS; RESTORE ROADS AND WALKWAYS TO ORIGINAL CONDITION; TOPSOIL SEED & MULCH NON PAVED AREAS CLEAN SAND (100% PASSING Y4", ' MAXIMUM 10% PASSING 200 SIEVE) NATIVE LESS 18" MIN COBBLESOIL CKFILL AND ALARGER COMPACTED INSTALL MARKER 6" MIN. (TYP.) TAPE 18" DEEP \ \ 5'-6" MIN TO 85% MODIFIED PROCTOR OUTSIDE \ COVER 1 ��\��� ROADWAYS, 95% MODIFIED PROCTOR PLANNING BOARD RESOLUTION & ISSUED FOR CONITMIJUTION �j/\ WITHIN ROADWAYS 03-20-17 1 NO CHANGES THIS SHEET) 4" MIN (6" IF CLEAN SAND (100% PASSING }Y4", \� \�� PIPES ROCK BELOW) MAXIMUM 10% PASSING 200 SIEVE) \\�\, 11-01-16 B NO CHANGES THIS SHEE H L COMMENTS (SEE PLAN FOR SIZE) \� \\ 18" MIN 6- SUBMITTEDU U Y R E LA REVIEW 6" MIN. (TYP.)\ _ �� / 09-13-16 A 18" 4" MIN (6" IF DATE REV # ISSUED/ REVISIONS \\ \\ ROCK BELOW) "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE"ISSUE/REVISION"BLOCK ABOVE.THEY MAY NOT BE USED FOR ANY OTHER PIPE(S) // PURPOSE,NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK,WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS,PLLC.ONLY DOCUMENTS LABELED AS"ISSUED FOR OIF 4' OF COVER CANNOT BE ACHIEVED THEN \\/\ \\ \\ \\ \ \\\/� CONSTRUCTION'MAY BE USED FOR SAME.USER SHALL HOLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE." INSULATE PIPE WITH 2" RIGID FOAM PIPE A -������ �' INSULATION & FASTEN SECURELY TO PIPE; 18" t �� of NE WATER & SEWER DETAILS D3 PROVIDE PROTECTIVE COVER OR CASING 1) IF 5'-6" OF COVER CANNOT BE ACHIEVED THEN INSULATE PIPE � S J " WITH 2" RIGID FOAM PIPE INSULATION & FASTEN SECURELY TO PIPE; qp FAIRFIELD SENIOR HOUSING C 2Q VEHICULAR TRAFFIC AREAS, IF 3 0 COVER PROVIDE PROTECTIVE COVER OR CASING AS REQUIRED CANNOT BE ACHIEVED, FORCE MAIN SHOULD BE LEGACY LAND HOLDINGS, LLC PLACED IN A PROTECTIVE CASING. 2) IN VEHICULAR TRAFFIC AREAS, IF 3'0" COVER BAYBRIDGE DRIVE� �. , CANNOT BE ACHIEVED, FORCE MAIN SHOULD BE N 57` QUEENSBURY, NEW YORK PLACED IN A PROTECTIVE CASING. JARRErT'"I' Engineers, PLLC 4 5 WATER LINE TRENCH DETAIL g WASTEWATER TRENCH H. THOMAS JARRETT Civil & Environmental Engineering D3 SCALE: N.T.S. D3 SCALE: N.T.S. P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT©2017 PHONE: (518) 792-2907 LYCOPI OF BLUE SEAL SHALL BEICONSIDEN Eo IWITH E SEPTEMBER 2016 PRO # 16-029 SHEET: 9 OF 10 AND VALID ALTERATION ED TIVSENGINEER DOCUMENT AWFUL BASESHEET:22 x 34 PLOTTED/REVISED:03/20/17 9:15 AM BY A LICENSED ENGINEER IS UNLAWFUL. EROSIOON & SEDIMENT CONTROL CONSTRUCTION NOTES: SAND BAGS LAID TIGHT EROSION & SEDIMENT CONTROL: END TO END, PERPENDICULAR TO DIRECTION OF FLAW ES-1 FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, ALL EARTHWORK SHALL BE GEOTExT1LE FABRIC: FILTER X. MIiAFl 100x, STEEL OR 2" x 2" ) 1) CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE, AND ENGINEER TO STABILENKA T140K OR EQUIVALENT; OVERLAP HARDWOOD POSTS CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE SCHEDULE APRE—CONSTRUCTION MEETING, .PRIOR TO START OF CONSTRUCTION. TIE JOINTS 8" MINIMUM PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA—NRCS, 2) EROSION & SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. G-�FLOW 24" (MAX.) AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. �� ES-2) LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL AND NO LAND 3) NYSDEC TRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND ' �'' DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND �' � � �, IYPICAI ; MAINTAIN LOG/REPORT BOOK. �'i WARD SURFACE. TIE POINTS - SEDIMENTATION. LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL OF EROSION AND SEDIMENT CONTROL "BLUE BOOK" CAN �"�'� THE PERMITTING AUTHORITY. (NEW YORK STANDARDS AND SPECIFICATION FORSECURELY FASTEN WIRE ES-3) FOR PROJECTS IN THE LAKE GEORGE BASIN: WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY BE FOUND AT: http://www.dec.ny.gov/chemical/29066.html �_w MAXIMUM--I FENCE TO POSTS & LAKE, POND, RIVER, STREAM, OR WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH EARTHEN OTHER ENVIRONMENTAL CONTROLS: SAND BAGS FAM TO FENCE MATERIALS, WHICH HAS BEEN CLEARED MAY BE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR 1.) PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MANUAL EROSION CONTROL DEVICES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER STEEL OR WOOD POST' WITH BODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES, ROCK AND NYS EROSION & SEDIMENT CONTROL GUIDLINES ("BLUE BOOK"); LATEST EDITION RIP—RAP, NON—DEGRADABLE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS, AND IMPERVIOUS 2.) TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUAL TO 100% OF WOVEN WIRE FENCE STRUCTURES. TANK CONTENTS; AND AREA UNDER FUEL LINES SHALL BE COVERED IN WOODCHIPS, ABSORBENT (14.5 GAUGE MIN.;r MESH SPACNrG AS REQUIRED) ES-4) IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, MATTING, OR OTHER APPROVED ABSORBENT MATERIALS. 1. " 1• • TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED SHEET WITHIN SEVEN (7) DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED. THE SOIL STABILIZATION FLOW A Cr/'F`Ow 1•� Cry FLOW 1'-8" MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL B 4, MNN.�'1 G= FLOW STANDARDS, NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. MIN.) ES-5) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, EROSION AND SEDIMENT CONTROL � ROCK MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS r % GEOTE)MLE FABRIC ; • � �' %��� COMPLETE AND ESTABLISHED. 4 MIN. L�J , �� i� RIP RAP (1 I� ) %-� " " /� ME � GEOITE'XTII.E FABRIC 4 x1 TRENCH --� a %` < 1'-4" WITH COMPACTED BACKFILL 1'-4" ES-6) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT INCLUDING BUTT BALES TOGETHER, '� NON WOVEN GEOTEXTILE FABRIC IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOTES: LE. NO GAP '' ��� ��% NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT ''� �;�.. GEOTEXTILE FABRIC WRAPPED DIKE CONSTRUCTED USING AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. AROUND HAY BALES, AS SHOWN ABOVE ORIGINAL GRADE CRUSHED STONE AND LIGHT 1) THIS DETAIL LS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR RIP RAP SEMI— BASIS (1 YEAR MAXIMUM) FOR EROSION CONTROL ES-7) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT 2" x 2" HARDWOOD STAKES OR RE—BARS CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO OWNER/ DRIVEN FLUSH WITH BALE; 2 STAKES 2 SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO tIMAXIMGM PONDING ENGINEER FOR APPROVAL. PER BALE REQUIRED, ONE VERTICAL.. ONE ANGLED NOTES: Up'— Imo• ES-8) EROSION CONTROL MEASURES SHALL BE EMPLOYED FROM DAY 1 OF CONSTRUCTION UNTIL FINAL �\ 1) THIS STRUCTURE IS SUITABLE FOR EROSION tea' OF S*ET FLOW 3) MAXIMUM SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED SITE STABILIZATION TO PREVENT EROSION; OPTIONS INCLUDE: 4 MIN. DRAINAGE ON MODERATE SLOPE', OR AS A CHECK DAM SEDIMENT TRAP IN A ON A SLOPE: A) GRADE DISTURBED AREA AND SEED (TEMPORARY OR PERMANENT) IMMEDIATELY AFTER $" MIN. (TMP•) DRAINAGE DITCH; F USED AS A CHECK DAM. PROVIDE OVERFLOW CAPABILITY. SLOPE STEEPNESS MAX. SLOPE LENGTH CURRENT WORK IS COMPLETED OR TEMPORARILY SUSPENDED. OVERLAP FABRIC 2 "A" TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER 2:1 25 FT B) MULCH WITH STRAW, BARK MULCH, STONE, ETC. O �� FOR � EARTH �• C) APPLY EROSION CONTROL MATTING. 3:1 50 FT D) OTHER, AS APPROVED BEDDING DETAIL 3) V TO BE HEIGHT SHOWN ON PLAN OR EW& TO HEIGHT OF ADJOINING 4:1 75 FT NOTES: GROUND OR MAXIMUM 1GH. 5:1 OR FLATTER 100 FT EARTHWORK & TURF ESTABLISHMENT: 8 HI 1) THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED 4) INSPECT MID REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR STREAM CHIANNELS. EARTH DIKE SEDIMENT AS NEEDED; 9" (MAX.) RECOMMENDED STORAGE HEIGHT. ON THESE PLANS OR BY OWNER. 2) HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) 5) REMOVED SEDIMENT SHALL BE DEPO6TIEp TO AN AREA THAT WILL NOT ET-2) TOPSOIL, PLANT/SEED, AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH SEDIMENT OFF—SITE AND CAN BE Y STABILIZED. (GRASS OR OTHER NATIVE/NATURALIZED GROUNDCOVERS); CONTACT OWNER AND/OR LOCAL SOIL EROSION CONTROL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. COMPOST 2OW WOODEN STAKES STRAW BALE DIKE FILTER SOCK PLACED AT 10' O.C. SILT FENCE ET-3) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. ET-4) NO CLEARING OR GRUBBING BEYOND THE , CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED DITCH STABILIZATION GUIDELINES BY THE TOWN. 1' (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS MIN. NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY A -►� EXISTING DEPENDING ON SITE CONDITIONS) r� B 4 MIN. < ° CONTOURS DS-1) 0-6%: SEED & MULCH . SEED & MULCH W TEMPORARY EROSION CONTROL MATTING 4' MIN.'' �( �? ? MEDIUM RIP RAP (IYP.) A i DS-2) 6-10%• / (EX. NORTH AMERICAN GREEN MODEL: P300 OR APPROVED EQUIVALENT) NON—WOVEN GDOTEXTI.E FABRIC •� % o�� ►.� p DS-3) 10-15%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION DIKE CONSTRUCTED USING ■ ,'�� ■ 1 CONTROL MATTING ORIGINAL GRADE RIP QED STONE AND LIGHT � � � - _ - � � � (EX. NORTH AMERICAN GREEN MODEL: C350 OR APPROVED EQUIVALENT) NOTES — — — ■ DS-4) 15%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING — _ _ — • 1) THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLAW DRAINAGE ON MODERATE (EX. NORTH AMERICAN GREEN MODEL: P550 OR APPROVED EQUIVALENT)■ • OR OTHER APPROVED MEASURES (STONE CHECK DAMS AND/OR RIP RAPPED SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH; F USED AS A CHECK DAM, " PROVIDE OVERFLOW CAPABILITY. 2"X2 WOODEN ■ COMPOST FILTER CHANNEL) STAKES PLACED SOCK 10' O.C. SLOPE STABILIZATION GUIDELINES 2) "A" TO BE OR GREATER FOR TEMPORARY DIKE MI S D 2.5 OR GREATER FOR PERMANENT EARTH (GUIDELINES ARE. PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, As DID' NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY 3) or To BE HEIGHT SHOWN ON PLAN OR EQUl1l. TO HEKW OF ADJOINING GROUND OR MAXIMUM DEPENDING ON SITE CONDITIONS) 18' HIGH. 1.) COMPOST FLIER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TERMINAL. ENDS OF THE SOCK EXTENDED 8 FEET UP SLOPE AT A 45 DEGREE ANGLE TO PREVENT SS-1) 0-25%: SEED & MULCH 4) SEDIMENT 70 BE REMOVED WHEN 25% OF THE DNKE'S FUNC 04AL VOLUME HAS BEEN LAST. BYPASS FLOW. PLANNING BOARD RESOLUTION & ISSUED FOR CONSTRUCT`ION SS-2) 25-33%: SEED & MULCH W/ TEMPORARY EROSION CONTROL MATTING 03-20-17 1 NO CHANGES THIS SHEET) 5) DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES 2.) DMEIERS DESIGNED FOR USE SHALL BE I2"-32" EXCEPT THAT 8" DIAMETER (EX. NORTH AMERICAN GREEN MODEL: S75BN OR APPROVED EQUIVALENT) RESIDENTIAL L SOCKS LOTS 70 CONTROL ARDS LESS THAN .25 11-01-16 VI MARSHAL COMMENTS SURROUNDING AREASAREAS AND MULCHED 70 PREVENT EROSION. MAY BE USED F NO CHANGES THIS SHEE ACRES. SS-3) 33-50%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION A SUBMITTED FOR SITEVI STONE DIKE CONTROL MATTING ON SLOPES 09-13-16 3.) COMPOST'' SOCKS SHALL BE AN IN EARTH WITH 2" X 2" WOODEN STAKES (EX. NORTH AMERICAN GREEN MODEL: S150BN OR APPROVED EQUIVALENT) DRIVEN 12" INTO THE SOIL ON 10 FOOT CENTERS ON THE CENTERLINE OF THE SOCK. DATE REV # ISSUED/ REVISIONS (CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED FLOWS) SS-4) 50-100%: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE"ISSUE/REVISION"BLOCK ABOVE.THEY MAY NOT BE USED FOR ANY OTHER (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SiPECIFICATION FOR EROSION AND SEDMIENT 4.) THE MAXIMUM SLOPE LENGTH ASM A COMPOSTFILTER SOCK SHALL NOT EXCEED SLOPES PURPOSE,NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK,WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS,PLLC.ONLY DOCUMENTS LABELED AS"ISSUED FOR THE FOLLOWING LIMITS (EX. NORTH AMERICAN GREEN MODEL: SC 150BN OR APPROVED EQUIVALENT) CONSTRUCTION"MAY BE USED FOR SAME.USER SHALL HOLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE." "BLUE BOOK" FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL (CONTACT ENGINEER PRIOR TO MAKING SUBSTI`UTXM) DIAMETER SLOPEX SS-5) 100%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON pF NEW ENVIRONMENTAL CONTROL DETAILS (IN.) 2 5 10 20 25 33 50 SLOPES S J ` EC 1 8 300 200 100 50 40 30 20 EX. NORTH AMERICAN GREEN MODEL: C1258N OR APPROVED EQUIVALENT) ��� '9 12 375 250 125 65 50 40 25 ( •fi FAI R FI ELD SENIOR HOUSING 1B I 50o 275 150 70 55 45 30 1 (OR OTHER APPROVED STRUCTURAL MEASURES) * LEGACY LAND HOLDINGS, LLC 24 650 325 200 130 100 60 35 . 32 Boo 1 425 1 275 1 150 1 120 75 50 BAYBRIDGE DRIVE ' QUEENSBURY, NEW YORK COMPOST FILTER SOCK N A ` " �'� JARRETT Engineers, PLLC CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW O" H. THOMAS JARRETT Civil & Environmental Engineering (CONTRACTOR MAY REFER TO NEV PORK STANMMWSS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" FOR OTHER METHODS OF EROSION AND SWMENT CONTROL (C0NTACT ENGINEER PRIOR TO MAKING ) P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. 1 SEDIMENT CONTROL BARRIER (SHEET FLOW) COPYRIGHT©2017 PHONE: (518) 792-2907 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE SEPTEMBER 2016 PRO # 16-029 SHEET: 10 OF 10 EC 1 SCALE: N.T.S. may, p�pp��p nM y�.p��� AND VALID SHEET' FLOW BARRIER DEVICE Sl l�lBOL- -xxxxxxxxxxxxxxxxxxXXXXXXXXXXXX ALTERATIONOFTHIS DOCUMENTEXCEPT gASESHEET:22 x 34 PLOTTED/REVISED: 9:15 AM BY A LICENSED ENGINEER IS UNLAWFUL