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Home My WebLink About20260171 110-114 Nelson Ave Site Plan PlansJW Hemingway PUD PUD Site Plan Application Saratoga Springs, NY 12866 February 25, 2026 SHEET INDEX: SURVEY DRAWINGS C-1.0 SITE PREPARATION AND DEMOLITION PLAN C-2.0 SITE LAYOUT PLAN C-3.0 SITE GRADING PLAN C-3.1 SITE DRAINAGE PLAN C-4.0 SITE UTILITY PLAN C-4.1 WATERLINE PLAN & PROFILE C-5.0 SITE LANDSCAPE & LIGHTING PLAN C-6.0 SITE DETAILS C-6.1 SITE DETAILS C-6.2 SITE DETAILS C-6.3 SITE DETAILS 40 Long Alley Saratoga Springs, NY 12866 P 518/587-8100 F 518/587-0180 www.thelagroup.com PREPARED BY: APPLICANT: PROJECT SITE PROJECT LOCATION MAP SCALE: N.T.S. JW Hemmingway LLC 563 North Broadway Saratoga Springs, NY 12866 SITE STATISTICS PROPOSED USE: SINGLE FAMILY RESIDENTIAL, MULTI FAMILY RESIDENTIAL COMMERCIAL (RETAIL, SPECIALTY FOOD SERVICE, ART GALLERY) TOTAL AREA: 1.86 ACRES TAX MAP PARCEL NUMBER:166.77-4-17.1, 166.77-4-17.2 ZONING: JW HEMINGWAY PUD ZONING - JW HEMINGWAY PUD ZONE A SARATOGA RACETRACK N E L S O N A V E F R A N K S U L L I V A N P L A C E WRIGHT S T R E E T LINCOLN A V E WEBSTE R S T R E E T J A C K S O N S T R E E T A D A M S S T R E E T Planning Board # XX.XXXX SURVEYOR: Van Dusen & Steves Land Surveyors 169 Haviland Road Queensbury, NY 12804 CITY OF SARATOGA SPRINGS STANDARD NOTES 1.ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2.THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3.THE APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL PLAN. 4.THE CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 5.ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 6.THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 7.THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. 8.CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED 9.ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY. 10.NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN AS-BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. Multi-Family Dwelling - Above the Ground Floor 3 Maximum Permitted Use Multi-Family Dwelling - First Floor: Maximum of 1 Unit 1 Maximum Permitted Use Commercial uses Retail Good Establishment Specialty Food Service Art Gallery 1,000 SF Total Permitted Use ZONE B Dwelling Unit- Single Family (Inclusive of pool house and detached garage) 5 Maximum Units Permitted Use Dwelling Unit- Single Family (Inclusive of pool house, detached garage, detached guest room) 3 Maximum Units Permitted Use AREA AND BULK STANDARDS Required Provided Maximum Building Coverage 40 %39.8% Maximum Impervious Surface Coverage 70 %57% Maximum Building Height 40' (Zone B), 55' (Zone A)40'/ 53.7' Setbacks Front 1' Nelson Ave., 10' Frank Sullivan Place 1' Nelson Ave., 10' Frank Sullivan Place Interior Side 3'3' Total Interior Side 15'15' Rear 13'13' PARKING Required Provided Dwelling- Single Family 2 per Unit, 16 Spaces 28 Spaces Dwelling- Guest Unit (Accessory)1 per Unit, 3 Spaces 6 Spaces Dwelling- Multi-Family 2 per Unit, 8 Spaces 9 Spaces Commercial Uses No Parking Required Lands N/F o f Linda C. a n d N o r m a n J . G r u s c h o w B:1465 P: 2 3 7 179.21-3-1 P o r c h CIRF IPF IRF MR Fence Po s t IRF IRF IPF CIRF Horse Barn IRF Tree Row Crushed S t o n e Crushed Stone C o n c r e t e W a l k Asphalt Surface Asphalt Surface C o n c r e t e W a l k Wire Fenc e 24" Maple 36" Maple Maple Trees Stockade Fence Asphalt Sur f a c e Lands N/F of Stephen P. Ethier B:2020 P:36949 179.21-3-3 Lands N/F of Saratoga Longshots LLC B:2016 P:41145 179.21-3-4 Aluminum Fence (Apparent Encroachment) Lands N/F of State of New York B:2008 P:33987 179.21-3-5 Lands N/F o f Scott Tri f i l o B:2020 P: 2 7 6 7 9 166.77-4-1 1 Lands N/F of State of New York B:2008 P:33987 166.77-4-8 Post Chain Link F e n c e Chain Link F e n c e 5 8 . 4 2 ' N 1 3 ° 0 0 ' 0 0 " W Lands N/F of Timothy P. & Heidi L. Donohoe B:1420 P:375 166.77-3-35 Lands N/F of Jennifer & Bernard G. Mirling B:2011 P:44394 166.77-3-31 Lands N/F of Crystal Byrnes & Gerard Nolan B:2015 P:11026 166.77-3-20 Lands N/F of Gerard Farinon & Kirsty Morland B:2018 P:13037 179.21-2-51.2 Lands N/F of Terrence & Debbie Finley B:2009 P:29133 179.21-2-51.1 Lands N/F of Thomas J. Farone & Son, Inc. B:1014 P:651 179.21-2-50 La n d s N / F o f Th e P e o p l e O f T h e S t a t e o f N e w Y o r k B: 2 0 0 8 P : 3 3 9 8 7 17 9 . 0 - 1 - 1 R I G H T O F W A Y = 6 6 F T . RI G H T O F W A Y = 5 0 F T . LOT 4 Existing Area 74162.2 Sq. Feet 1.70 Acres 166.77-4-17.1LOT 3 Existing Area 6834.7 Sq. Feet 0.16 Acres 166.77-4-17.2 LOT 1 Area 6600.2 Sq. Feet 0.15 Acres LOT 2 Area 6600.1 Sq. Feet 0.15 Acres Crushed Stone N 77°07 ' 1 0 " E 1 0 3 . 7 1 ' N 1 3 ° 0 0 ' 0 0 " W 1 9 3 . 0 7 ' S 77°07 ' 1 0 " W 1 0 3 . 7 1 ' N 1 3 ° 0 0 ' 0 0 " W 6 3 . 6 4 ' S 77°07 ' 1 0 " W 1 0 3 . 7 1 ' S 77°00 ' 0 0 " W 1 0 3 . 7 1 ' N 1 3 ° 0 0 ' 0 0 " W 6 6 . 0 1 ' N 1 3 ° 0 0 ' 0 0 " W 6 3 . 6 4 ' S 1 3 ° 0 0 ' 0 0 " E 6 5 . 7 9 ' S 1 3 ° 0 0 ' 0 0 " E 6 3 . 6 4 ' S 1 3 ° 0 0 ' 0 0 " E 6 3 . 6 4 ' N 77°07 ' 1 0 " E 1 0 3 . 7 1 ' N 77°07 ' 1 0 " E 1 0 3 . 7 1 ' N 77°07 ' 1 0 " E 9 6 . 3 1 ' S 1 3 ° 0 0 ' 0 0 " E 5 0 . 0 0 ' N 88°09'10" E 24.60' S 89°13'40" E 155.00' S 0 0 ° 4 6 ' 2 0 " W 2 5 7 . 0 3 ' N 88°35'30" W 161.89' N 1 3 ° 0 0 ' 0 0 " W 4 9 . 6 3 ' N 77°00 ' 0 0 " E 7 4 . 0 7 ' N 1 3 ° 0 0 ' 0 0 " W 5 8 . 4 2 ' N 77°00' 0 0 " E 29.64' Crushed S t o n e S 77°02'00" W 156.71' Lands N/F of OrangeCat Properties LLC B:2016 P:19486 166.77-4-10 #108 Nelson Ave. Two Story House Combined Area Lot 3 and 4 809996.8 Sq. Feet 1.86 Acres DWG. NO. 21-071 Witt Legend IPF = Iron Pipe Found AIF = Iron Rod Found CIRF = Capped Iron Rod Found MR = Magnetic Reaction = Utility Pole = Road Sign = Catch Basin = Manhole = Overhead Utility Wire = Wood Fence MH CB 166.77-4-17.1 & 166.77-4-17.2 16 6 . 7 7 - 4 - 1 7 . 1 & 1 6 6 . 7 7 - 4 - 1 7 . 2 3.)THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 4.)THIS MAP IS COPYRIGHT © 2021 VAN DUSEN & STEVES LAND SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD.2.) NOTES: 1.)THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY STATEMENT OF FACTS SHOWN THEREON. UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON.6.) THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE OR INTEREST THE CITY OF SARATOGA SPRINGS AND THE PEOPLE OF THE STATE OF NEW YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS, TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE ROADS. 7.) 5.)DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED TO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES. Map References 1 Survey of Lands of CRDN Properties, Inc. Dated: April 17, 2002 Last Revised: August 13, 2003 By: Paul F. Tommell, L.S., P.C Professional Land Surveyor 2 Map of a Survey made for Terrace Homebuilders Dated: August 23, 2017 By: Van Dusen & Steves Land Surveyors 3 Map of a Subdivision made for JW Hemmingway LLC By: Van Dusen & Steves Land Surveyors Filed September 30, 2022 Inst. No.: M2022174 Deed Reference Thomas C. Coull, as Trustee of the Schrade Family Trust To CRDN Properties, Inc. Dated: March 21, 2003 Recorded on: March 26, 2003 As Instrument #: 200305250 CONTOURS SHOWN HEREON ARE REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 8.) Lands N/F o f Linda C. a n d N o r m a n J . G r u s c h o w B:1465 P: 2 3 7 179.21-3-1 P o r c h N 77°07 ' 1 0 " E 200.02' S 1 3 ° 0 0 ' 0 0 " E N 88°09'10" E 24.60' S 89°13'40" E 155.00' 25 7 . 0 3 ' S 0 0 ° 4 6 ' 2 0 " W 161.89' N 88°35'30" W N 77°00 ' 0 0 " E Two Stor y House #108 74.07' S 77°00 ' 0 0 " W N 1 3 ° 0 0 ' 0 0 " W 1 9 3 . 2 9 ' CIRF IPF IRF MR Fence Post 5 0 . 0 0 ' IRF 74.07' IRF IPF 4 9 . 6 3 ' CIRF Horse Barn IRF N 1 3 ° 0 0 ' 0 0 " W Tree Row S 77°02'00" W 156.71' Crushed S t o n e Crushed S t o n e Crushed Stone Crushed Stone C o n c r e t e W a l k Asphalt Surface Asphalt Surface C o n c r e t e W a l k Concrete Paintline - Natural Gas Paintline - Natural G a s Wire Fenc e 24" Maple 36" Maple Maple Trees Stockade Fence Asphalt Sur f a c e Lands N/F of Stephen P. Ethier B:2020 P:36949 179.21-3-3 Lands N/F of Saratoga Longshots LLC B:2016 P:41145 179.21-3-4 Aluminum Fence Lands N/F of State of New York B:2008 P:33987 179.21-3-5 Lands N/F o f Scott Tri f i l o B:2020 P: 2 7 6 7 9 166.77-4-1 1 Lands N/F of State of New York B:2008 P:33987 166.77-4-8 Post Chain Link F e n c e Chain Link F e n c e Area 94197.1 Sq. Feet 2.16 Acres MH CB BM Nail in UP = 311.75' BM Nail in UP = 311.20' 311.75 311. 5 0 311.2 5 311.0 0 311.00 310.75 311. 2 5 311. 0 0 310 . 7 5 310.50 310.25 310. 2 5 310.0 0 3 1 0 . 5 0 31 0 . 5 0 3 1 0 . 5 0 310.75 311.2 5 311.25 3 1 1 . 2 5 311 . 2 5 31 1 . 2 5 3 1 1 . 2 5 311.25 3 1 1 . 2 5 311 . 2 5 311.2 5 31 1 . 2 5 311 . 2 5 31 0 . 0 0 31 0 . 0 0 310.00 310.00 3 1 0 . 0 0 310.00 31 0 . 0 0 5 8 . 4 2 ' N 1 3 ° 0 0 ' 0 0 " W CB TF = 311.38' Inv. 12" Cpp = 308.33' Storm MH Rim = 311.64' Inv. 36" Cpp (N) = 299.41' Inv. 36" Cpp (S) = 299.55' Inv. 12" Cpp (E) = Inaccessible (Recessed) CB TF = 310.00' Inv 12" Cpp = 306.56' CB TF = 309.91' Inv 12" Cpp (E) = 304.87' Inv. 12" Cpp (S) = 304.93' Storm MH Rim = 310.10' Inv. 36" Cpp (N) = 298.87' Inv. 36" Cpp (S) = 299.80' Inv. 12" Cpp (E) = Inaccessible (Recessed) Inv. 12" Cpp (W) = 305.06' CB TF = 310.58' Inv 12" Cpp (N) = 307.68' Inv. 12" Cpp (W) = 307.80' CB TF = 310.11' Inv. 8" Pvc = 308.26' Lands N/F of Timothy P. & Heidi L. Donohoe B:1420 P:375 166.77-3-35 Lands N/F of Jennifer & Bernard G. Mirling B:2011 P:44394 166.77-3-31 Lands N/F of Crystal Byrnes & Gerard Nolan B:2015 P:11026 166.77-3-20 Lands N/F of Gerard Farinon & Kirsty Morland B:2018 P:13037 179.21-2-51.2 Lands N/F of Terrence & Debbie Finley B:2009 P:29133 179.21-2-51.1 Lands N/F of Thomas J. Farone & Son, Inc. B:1014 P:651 179.21-2-50 La n d s N / F o f Th e P e o p l e O f T h e S t a t e o f N e w Y o r k B: 2 0 0 8 P : 3 3 9 8 7 17 9 . 0 - 1 - 1 R I G H T O F W A Y = 6 6 F T . RI G H T O F W A Y = 5 0 F T . San. MH TF = 310.11' Inv. (N) = 303.23' Inv. (S) = 303.56' 8" VCP Storm MH Tf = 310.27' Inv. 18" Cpp (N) = 306.29' Inv. 18" Cpp (S) = 306.37' Inv. 8" Pvc (W) = 307.53' Inv. 8" Pvc (E) =307.0'± Recessed CB TF = 310.25' Fiiled With Debris Storm MH Tf = 310.02' Inv. 18" Cpp (N) = 306.14' Inv. 18" Cpp (S) = 306.27' Inv. 8" Pvc (W) = 306.92' Inv. 8" Pvc (E) =307.0'± Recessed CB TF = 309.85' Inv. 8" Pvc = 307.65' CB TF = 309.85' Fiiled With Debris Storm MH Tf = 309.72' Inv. 18" Cpp (N) = 306.00' Inv. 18" Cpp (S) = 305.92' Inv. 8" Pvc (W) = 307.00' Inv. 8" Pvc (E) =307.1'± Recessed CB TF = 309.50' Inv. 8" Pvc = 307.47' CB TF = 309.62' Inv. 8" Pvc = 307.39' A p p r o x i m a t e L o c a t i o n o f 1 2 " W a t e r L i n e Lands N/F o f ANW Holdi n g s I n c . B:1641 P: 1 9 1 166.77-4-1 7 . 4 Lands N/F o f ANW Holdi n g s I n c . B:1641 P: 1 9 1 166.77-4-1 7 . 3 TP-5 TP-4 TP-1 TP-2 TP-3 DWG. NO. 21-071 Witt Construction 3.)THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 4.)THIS MAP IS COPYRIGHT © 2021 VAN DUSEN & STEVES LAND SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD.2.) NOTES: 1.)THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY STATEMENT OF FACTS SHOWN THEREON. UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON.6.) THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE OR INTEREST THE CITY OF SARATOGA SPRINGS AND THE PEOPLE OF THE STATE OF NEW YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS, TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE ROADS. 7.) 5.)DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED TO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES. Map References 1 Survey of Lands of CRDN Properties, Inc. Dated: April 17, 2002 Last Revised: August 13, 2003 By: Paul F. Tommell, L.S., P.C Professional Land Surveyor 2 Map of a Survey made for Terrace Homebuilders Dated: August 23, 2017 By: Van Dusen & Steves Land Surveyors Deed Reference Thomas C. Coull, as Trustee of the Schrade Family Trust To CRDN Properties, Inc. Dated: March 21, 2003 Recorded on: March 26, 2003 As Instrument #: 200305250 Legend IPF = Iron Pipe Found AIF = Iron Rod Found CIRF = Capped Iron Rod Found MR = Magnetic Reaction = Utility Pole = Road Sign = Catch Basin = Manhole = Overhead Utility Wire MH CB CONTOURS SHOWN HEREON ARE REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 8.) 166.77-4-17 16 6 . 7 7 - 4 - 1 7 Lands N/F o f Linda C. a n d N o r m a n J . G r u s c h o w B:1465 P: 2 3 7 179.21-3-1 P o r c h N 77°07 ' 1 0 " E 200.02' S 1 3 ° 0 0 ' 0 0 " E N 88°09'10" E 24.60' S 89°13'40" E 155.00' 25 7 . 0 3 ' S 0 0 ° 4 6 ' 2 0 " W 161.89' N 88°35'30" W N 77°00 ' 0 0 " E Two Stor y House #108 74.07' S 77°00 ' 0 0 " W N 1 3 ° 0 0 ' 0 0 " W 1 9 3 . 2 9 ' CIRF IPF IRF MR Fence Post 5 0 . 0 0 ' IRF 74.07' IRF IPF 4 9 . 6 3 ' CIRF Horse Barn IRF N 1 3 ° 0 0 ' 0 0 " W Tree Row S 77°02'00" W 156.71' Crushed S t o n e Crushed Stone C o n c r e t e W a l k Asphalt Surface Asphalt Surface C o n c r e t e W a l k Paintline - Natural Gas Paintline - Natural G a s Wire Fenc e 24" Maple 36" Maple Maple Trees Stockade Fence Asphalt Sur f a c e Lands N/F of Stephen P. Ethier B:2020 P:36949 179.21-3-3 Lands N/F of Saratoga Longshots LLC B:2016 P:41145 179.21-3-4 Aluminum Fence Lands N/F of State of New York B:2008 P:33987 179.21-3-5 Lands N/F o f Scott Tri f i l o B:2020 P: 2 7 6 7 9 166.77-4-1 1 Lands N/F of State of New York B:2008 P:33987 166.77-4-8 Post Chain Link F e n c e Chain Link F e n c e MH MH MH MH CB BM Nail in UP = 311.75' BM Nail in UP = 311.20' 311.75 311. 5 0 311.2 5 311.0 0 311.00 310.75 311. 2 5 311. 0 0 310 . 7 5 310.50 310.25 310. 2 5 310.0 0 3 1 0 . 5 0 31 0 . 5 0 3 1 0 . 5 0 310.75 311.2 5 311.25 3 1 1 . 2 5 311 . 2 5 31 1 . 2 5 3 1 1 . 2 5 311.25 3 1 1 . 2 5 311 . 2 5 311.2 5 31 1 . 2 5 311 . 2 5 31 0 . 0 0 31 0 . 0 0 310.00 310.0 0 3 1 0 . 0 0 310.00 31 0 . 0 0 5 8 . 4 2 ' N 1 3 ° 0 0 ' 0 0 " W CB TF = 310.00' Inv 12" Cpp = 306.56' CB TF = 309.91' Inv 12" Cpp (E) = 304.87' Inv. 12" Cpp (S) = 304.93' Storm MH Rim = 310.10' Inv. 36" Cpp (N) = 298.87' Inv. 36" Cpp (S) = 299.80' Inv. 12" Cpp (E) = Inaccessible (Recessed) Inv. 12" Cpp (W) = 305.06' Storm MH Rim = 311.10' Inv. 36" Cpp (N) = 299.52' Inv. 36" Cpp (S) = 299.69' CB TF = 310.58' Inv 12" Cpp (N) = 307.68' Inv. 12" Cpp (W) = 307.80' CB TF = 310.11' Inv. 8" Pvc = 308.26' Terrence & Debbie Finley Lands N/F of Thomas J. Farone & Son, Inc. B:1014 P:651 179.21-2-50 R I G H T O F W A Y = 6 6 F T . RI G H T O F W A Y = 5 0 F T . San. MH CB TF = 309.85' Inv. 8" Pvc = 307.65' Fiiled With Debris Tf = 309.72' Inv. 18" Cpp (N) = 306.00' Inv. 18" Cpp (S) = 305.92' Inv. 8" Pvc (W) = 307.00' Inv. 8" Pvc (E) =307.1'± Recessed CB TF = 309.50' Inv. 8" Pvc = 307.47' CB TF = 309.62' Inv. 8" Pvc = 307.39' Storm MH Tf = 309.46' Inv. 18" Cpp (N) = 305.56' Inv. 18" Cpp (W) = 305.58' Inv. 8" Pvc (SE) =306.7'± Recessed A p p r o x i m a t e L o c a t i o n o f 1 2 " W a t e r L i n e Lands N/F o f ANW Holdi n g s I n c . B:1641 P: 1 9 1 166.77-4-1 7 . 4 Lands N/F o f ANW Holdi n g s I n c . B:1641 P: 1 9 1 166.77-4-1 7 . 3 TP-5 TP-4 TP-1 TP-2 TP-3 CONSTRUCTION ENTRANCE 1 C-6.0 N E L S O N A V E N U E INLET PROTECTION, TYP. 5 C-6.0 CONCRETE WASHOUT 3 C-6.0 REMOVE GRAVEL REMOVE GRAVEL REMOVE TREE SILT FENCE, TYP.4 C-6.0 SAWCUT AND REMOVE PAVEMENT TO FACILITATE NEW CURB AND UTILITY INSTALLATION , TYP. REMOVE CONCRETE SIDEWALK, TYP. REMOVE CURB, TYP. UTILITY POLE TO REMAIN AND BE PROTECTED EXISTING DRIVEWAY TO BE REMOVED SILT FENCE, TYP.4 C-6.0 INLET PROTECTION, TYP. 5 C-6.0 FR A N K S U L L I V A N P L A C E REMOVE FENCE REMOVE FENCE SAWCUT AND REMOVE PAVEMENT TO FACILITATE NEW CURB AND UTILITY INSTALLATION , TYP. EXISTING FENCE TO BE REMOVED REMOVE GRAVEL RELOCATE 'NO PARKING ANY TIME' SIGN REMOVE TREE REMOVE TREE, TYP TREE PROTECTION FENCING Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. JW Hemmingway, LLC 563 North Broadway Saratoga Springs, NY 12866 Sa v e D a t e : 2/ 2 5 / 2 0 2 6 1 1 : 4 8 A M Fi l e N a m e : G: \ P r o j - 2 0 2 1 \ 2 0 2 1 0 0 1 _ W i t t _ N e l s o n _ A v e \ 2 0 2 1 0 0 1 C A D \ C - 1 . 0 D e m o . d w g Pl o t t e d B y : JE S S I C A M I N K JW Hemingway PUD Nelson Avenue Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2021001 SITE PREPARATIONAND DEMOLITION PLAN C-1.0 BCS BCS DBH 2/25/2026 1"=20' 1.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 2.THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. 3.ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. 4.THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. 1.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. 2.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3.CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. 4.BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES WHICH ARE TO BE PROTECTED OR REMOVED. DO NO CLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM, INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED. 6.THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK OPERATIONS. 7.AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. 1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. 2.ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 3.EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 4.TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. 5.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. SITE PREPARATION NOTES: PROTECTION NOTES: REMOVALS NOTES: 1.THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENT FOR PERMIT COVERAGE UNDER THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM 'SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY GP-0-15-002'. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) DEVELOPED FOR THIS PROJECT IS IN ACCORDANCE WITH THE REQUIREMENTS FOR COVERAGE UNDER THE GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY. 2.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP), AND GENERAL CONSTRUCTION SEQUENCING PLAN. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL REVIEW THE PROJECT SWPPP FOR SPECIFIC REQUIREMENTS REGARDING EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT. A COPY OF THE SWPPP MUST BE MAINTAINED ON THE PROJECT SITE IN AN ACCESSIBLE LOCATION AT ALL TIMES DURING CONSTRUCTION. 3.PRIOR TO ANY SITEWORK, ALL CONTRACTORS AND SUBCONTRACTORS RESPONSIBLE FOR CONSTRUCTION, REPAIR AND MAINTENANCE OF ANY EROSION AND SEDIMENT CONTROL OR STORMWATER DEVICES MUST SIGN/CERTIFY THE SWPPP AND IDENTIFY A 'TRAINED CONTRACTOR'. 4.PRIOR TO BEGINNING EARTHWORK ACTIVITY, THE CONTRACTOR SHALL SUBMIT A MOBILIZATION PLAN SHOWING PROPOSED STOCKPILE AND STAGING AREAS, HAUL/ACCESS ROADS, FIELD OFFICES AND EQUIPMENT STORAGE AREAS, AND A SCHEDULE DETAILING THE STAGING OF CONSTRUCTION TO THE QUALIFIED INSPECTOR (SWPPP INSPECTOR) AND OWNER'S REPRESENTATIVE FOR APPROVAL. 5.ANY DEVIATIONS FROM OR CONSTRUCTION CONFLICTS WITH THE PROJECT SWPPP SHALL BE IMMEDIATELY REPORTED TO THE OWNER'S REPRESENTATIVE. IF THE CONTRACTOR PROPOSES A REVISED STAGING, SEQUENCING AND/OR MOBILIZATION PLAN, A MODIFIED PLAN MUST BE SUBMITTED TO THE QUALIFIED INSPECTOR FOR APPROVAL. 6.ANY CHANGES TO THE SWPPP PROPOSED BY THE CONTRACTOR MUST BE APPROVED BY THE QUALIFIED INSPECTOR AND INCORPORATED INTO THE SWPPP PRIOR TO IMPLIMENTATION. 7.THE CONTRACTOR SHALL NOT DISTURB MORE THAN 5 ACRES AT ANY ONE TIME WITHOUT PRIOR WRITTEN AUTHORIZATION FROM NYSDEC OR THE LOCAL MS-4. 8.SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH 'THE NYSDEC STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL', MOST RECENT VERSION, AND THE CITY OF SARATOGA SPRINGS REQUIREMENTS. 9.PRIOR TO ANY SITEWORK, STONE CONSTRUCTION ENTRANCES MUST BE INSTALLED IN ACCORANCE WITH THE SWPPP. PAVED AREAS WITHIN AND OUTSIDE THE LIMIT OF WORK SHALL BE KEPT CLEAN AT ALL TIMES AND AT THE END OF EACH WORK DAY. 10.EROSION CONTROL DEVICES SHALL BE REGULARLY INSPECTED AND MAINTAINED TO ENSURE SATISFACTORY PERFORMANCE AND COMPLIANCE WITH THE SWPPP. 11.THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES. 12.THE CONTRACTOR SHALL INITIATE TEMPORARY AND PERMANENT STABILIZATION MEASURES AS SOON AS PRACTICABLE IN ACCORDANCE WITH THE SWPPP. 13.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK THE SWPPP FOR WEEKLY INSPECTION REPORTS, AND IMMEDIATELY MAKE CORRECTIONS NOTED. 14.APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED IN PLACE UNTIL CONSTRUCTION IS COMPLETED AND/OR THE AREA IS STABILIZED AND APPROVED BY THE QUALIFIED INSPECTOR. 15.REFER TO THE PROJECT STORMWATER POLLUTION PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS AND INFORMATION. EROSION AND SEDIMENT CONTROL NOTES SILT FENCE INLET PROTECTION LEGEND PROPERTY LINE EXISTING SANITARY LINE EXISTING OVERHEAD UTILITY REMOVE ITEM REMOVE ITEM EXISTING STORM LINE EXISTING WATER LINE EXISTING GAS LINE LIMIT OF DISTURBANCE (2.05 AC)REMOVE PAVEMENT 10 5 10 15 20200 Scale: 1" = 20' Planning Board # XX.XXXXSAWCUT TREE PROTECTION FENCE 5.00' 3. 5 0 ' Wire Fenc e 5 8 . 4 2 ' N 1 3 ° 0 0 ' 0 0 " W R I G H T O F W A Y = 6 6 F T . RI G H T O F W A Y = 5 0 F T . Lands N/F o f ANW Holdi n g s I n c . B:1641 P: 1 9 1 166.77-4-1 7 . 4 Lands N/F o f ANW Holdi n g s I n c . B:1641 P: 1 9 1 166.77-4-1 7 . 3 4 . 0 0 ' 9.00' 8. 0 0 ' 18 . 0 0 ' 2' T Y P . 3' T Y P . 7. 0 0 ' 54.00' 12 . 0 0 ' 15.0 0 ' 9.00' 16.00' 5.00' 5.00' 23 . 0 0 ' 6. 0 0 ' 16.00' 4. 0 0 ' 20 . 5 0 ' 3.00' 20 . 5 0 ' 13 . 0 0 ' 6.50' 9.00' 18.00' 1 8 . 0 0 ' 3 . 0 0 ' 3 7 . 0 0 ' 24.50' 5.25' 7 . 5 0 ' 20.00' 1 6 . 0 0 ' 1 . 0 0 ' A C C E S S O R Y S T R U C T U R E S E T B A C K FLUSH CURB, TYP. CONNECT TO EXISTING CURBING SWIMMING POOL SWIMMING POOL SWIMMING POOL SWIMMING POOL SWIMMING POOL 6' DECORATIVE FENCE, TYP. CONCRETE SIDEWALK CONCRETE SIDEWALK DECORATIVE ENTRANCE GATE DECORATIVE FENCE GATE CONCRETE CURB ASPHALT PAVEMENT, STANDARD ROADWAY DECORATIVE STREET LIGHT CONCRETE SIDEWALK, TYP. POROUS PAVERS, TYP. CONCRETE CURB DECORATIVE STREET LIGHT RESIDENTIAL DRIVEWAY CONCRETE SIDEWALK, TYP. RESIDENTIAL DRIVEWAY TRANSITION CURB TRANSITION CURB CONNECT TO EXISTING CURBING UNIT 1 (SINGLE FAMILY) BUILDING 7 (MIXED-USE) 4-UNITS / 1,000SF COMMERCIAL UNIT 6 (SINGLE FAMILY) UNIT 5 (SINGLE FAMILY) UNIT 4 (SINGLE FAMILY) UNIT 3 (SINGLE FAMILY) UNIT 2 (SINGLE FAMILY) UNIT 9 (SINGLE FAMILY) UNIT 8 (SINGLE FAMILY) PAVEMENT KEY, TYP. PAVEMENT KEY, TYP. ASPHALT PAVEMENT STANDARD ROADWAY TRANSITION CURB TRANSITION CURB FLUSH CURB, TYP. FLUSH CURB, TYP. TRANSITION CURB DECORATIVE STREET LIGHT 4' DECORATIVE FENCE TYP. 6' DECORATIVE FENCE, TYP. 6' DECORATIVE FENCE, TYP. 4' DECORATIVE FENCE TYP. ROOF OVERHANG, TYP. 3B (GUEST COTTAGE) UNIT 8A (GARAGE), UNIT 5A (GUEST COTTAGE) 9A (GARAGE) DETECTABLE WARNING STRIP, TYP. 10' SIDE S E T B A C K SWIMMING POOL 1 3 ' R E A R S E T B A C K 10' SIDE S E T B A C K 1 ' F R O N T S E T B A C K 5' SIDE S E T B A C K 1 3 ' R E A R S E T B A C K 10' SIDE S E T B A C K 1 ' F R O N T S E T B A C K 5' SIDE SE T B A C K 10 ' F R O N T S E T B A C K 1 0 ' S I D E S E T B A C K RELOCATED 'NO PARKING ANY TIME' SIGN 10' SIDE SETBACK 1 3 . 0 0 ' 2 0 . 0 0 ' 1 2 . 0 0 ' 5.00' 27.00' 8 . 0 0 ' 9 . 5 0 ' 6 . 5 0 ' 19.00' 1 9 . 5 0 ' 29.00' 2 0 . 0 0 ' 9.00' 1 9 . 0 0 ' 12.00' 20.00' 1 8 . 0 0 ' 30.00' 4 0 . 5 0 ' 64 . 0 0 ' 24.00' 6 . 0 0 ' 33.00' 3 1 . 5 0 ' 21.00' 17.00' 13.00' 23 . 0 0 ' 29.50' 48.00' 22 . 0 0 ' 18 . 0 0 ' 6 . 0 0 ' 3.50' 18.00' 11 C-6.0 6 C-6.0 9 C-6.0 1 C-6.1 11 C-6.0 10 C-6.0 6 C-6.0 1 C-6.1 12 C-6.0 11 C-6.0 12 C-6.0 8 C-6.0 8 C-6.0 7 C-6.0 7 C-6.0 9 C-6.0 8 C-6.0 8 C-6.0 11 C-6.0 8 C-6.0 1 C-6.1 2 C-6.1 18 . 0 0 ' 24 . 0 0 ' 5 . 0 0 ' 3 4 . 0 0 ' R5' R5' R5' R5' R5' R5'R5' R5'R5' R5' R2' R2' R5' R10' R10' R8' R28' R15' R65' R20.5' R10'R4.5' R5' R5' R5' R5' R8' R2' R24' PROPERTY BORDER DEMARCATION WITH PAVERS, TYP. 7 C-6.3 EXISTING SIDEWALK Ø4 0 . 0 0 ' Ø84.0 0 ' POROUS PAVERS, INSTALLED ALONG CAR WHEEL PATHS HEMINGWAY MUSE RD 7 C-6.3 5 C-6.3 7 C-6.3 UNIT 3A (GARAGE), UNIT 2A (GUEST COTTAGE) EMERGENCY VEHICLE ACCESS 8 C-6.3 27 26 24 25 28 29 30 31 22 23 20 21 19 18 17 15 16 13 14 12 11 10 9 8 7 3 4 5 6 1 2 37 38 38 40 35 36 34 32 33 41 42 43 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. JW Hemmingway, LLC 563 North Broadway Saratoga Springs, NY 12866 Sa v e D a t e : 2/ 2 5 / 2 0 2 6 1 2 : 3 1 P M Fi l e N a m e : G: \ P r o j - 2 0 2 1 \ 2 0 2 1 0 0 1 _ W i t t _ N e l s o n _ A v e \ 2 0 2 1 0 0 1 C A D \ C - 2 . 0 L a y o u t . d w g Pl o t t e d B y : JE S S I C A M I N K JW Hemingway PUD Nelson Avenue Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2021001 SITE LAYOUT PLAN C-2.0 BCS BCS DBH 2/25/2026 1"=20' LEGEND CONCRETE PAVING ASPHALT PAVING PROPERTY LINE LIMIT OF DISTURBANCE (2.05 AC) PROPOSED LIGHT 10 5 10 15 20200 Scale: 1" = 20' 1.ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 2.ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3.ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 4.DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. 5.FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 6.ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 7.ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 8.CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 9.ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. LAYOUT NOTES: BUILDING SETBACK LINE 4' DECORATIVE FENCE 6' DECORATIVE FENCE TECHNO-BLOC VILLAGIO PAVER PARKING SPACE Planning Board # XX.XXXX PATIO BUILDING PARKING COUNT:43 SPACES 5 C-6.3 7 C-6.3 AC UNIT POOL EQUIPMENT TECHNO-BLOC AQUASTORM PAVER TECHNO-BLOC PURE PAVER 1 GFE: 311.5 FFE: 313.0 GFE: 311.5 FFE: 313.0 FFE: 313.25 GFE: 311.75 GFE: 311.25 FFE: 312.75 GFE: 311.0 GFE: 311.0 GFE: 311.5 GFE: 311.5 FFE: 313.0 FFE: 312.5 FFE: 312.5 FFE: 314.0 FFE: 314.9 FFE: 313.0 310 3 1 0 GFE: 312.0 HEMINGWAY MUSE RD 3 1 1 311 311 3 1 1 311 311 311 3 1 1 311 3 1 1 311 311 311 31 1 311 31 1 3 1 1 311 311 3 1 1 310.86 310.5 310.5 311.5 311.25 311.25 RIM: 310.5 311.1 311.15 311.15 TC 311.38 BC (310.88) TC 311.56 BC (311.06) TC 311.18 BC (310.68) TC 311.02 BC (310.52) TC 310.78 BC (310.28) TC 310.41 BC (309.91) TC 310.73 BC (310.23) TC/BC (310.40) (310.83) (311.05) 311.3 311.4 311.3 (310.94) (311.42) (310.42) (310.63) (311.06) (311.52) (310.83) (311.02) (311.29) TC 310.14 BC 309.64 TC 310.13 BC 309.63 TC/BC 309.63 (310.65) (312.57) LP 310.8 HP 311.2 HP 311.2 310.95 311.5 311.5 311.2 311.0 TC 310.9 BC (310.4) TC 310.7 BC 310.2 311.25 310.9 TC 311.5 BC 311.0 TC 311.0 BC 310.5 TC 311.65 BC 311.15 311.5 310.9 TC 310.62 BC (310.12) 310.58 310.68 TC/BC (310.35) TC 310.80 BC (310.30) 311.7 310.7310.8 311.0 (310.59) 312.0 311.66 311.76 311.3 310.8 310.5 310.9 310.8 310.9311.5 311.5 311.2 311.3 311.5 311.5 311.3 311.3 RIM: 310.0 RIM: 310.75 RIM: 310.5 311.7 311.6 311.6 311.5 311.35 311.25 RIM: 310.3 RIM: 310.3 RIM: 310.0 RIM: 310.6 RIM: 310.5 RIM: 310.5 RIM: 310.5 RIM: 310.2 RIM: 310.0 RIM: 310.4 RIM: 310.5 RIM: 310.5 RIM: 309.8 RIM: 310.7 RIM: 310.65 RIM: 310.4 RIM: 310.3 RIM: 310.4 RIM: 310.5 310.75 310.7RIM: 310.4 RIM: 310.5 311.5 RIM: 310.5 RIM: 310.75 RIM: 310.5 310.9 310.7 310.95 311.1 311.5 311.5 311.2 311.25 311.4 311.2 310.9 311.0 RIM: 311.0 TC/BC: 309.7 310.5 310.4 310.7 HP 311.25 310.2 311.5 311.2 310.5 310.5 310.5 310.8 311.15 311.2 311.2 311.5 312.0 310.78 311.5 TC/BC 311.05 311.15 311.5 311.1 311.2 311.1 311.0 310.9 311.2 311.2 310.6 311.0 310.7 311.0 310.7 RIM: 310.5 311.35 311.25 311.1 RIM: 310.5 311.1 (310.72) (310.63) 310.8 310.7 TC 310.27 BC 309.79 TC 310.35 BC 309.85 311.2 311.3 311.4 TC/BC 309.90 TC/BC 309.85 311.5 310.3 310.4 310.05 310.15 311.8 312.0 312.0 310.8 311.2 311.3 311.2 311.3 311.2 311.1 310.8 314.0 314.9 311.0 HP 311.25 312.0 312.0 311.0 310.5 311.0 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. JW Hemmingway, LLC 563 North Broadway Saratoga Springs, NY 12866 Sa v e D a t e : 2/ 2 5 / 2 0 2 6 9 : 3 6 A M Fi l e N a m e : G: \ P r o j - 2 0 2 1 \ 2 0 2 1 0 0 1 _ W i t t _ N e l s o n _ A v e \ 2 0 2 1 0 0 1 C A D \ C - 3 . 0 G r a d i n g a n d D r a i n a g e . d w g Pl o t t e d B y : BR E T T S T R O M JW Hemingway PUD Nelson Avenue Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2021001 SITE GRADING PLAN C-3.0 BCS BCS DBH 2/25/2026 1"=20' 1.EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 07/12/21 PERFORMED BY VAN DUSEN & STEVES LAND SURVEYORS. 2.ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3.CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. 4.PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE-EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 5.MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 6.SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. 7.ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE. 8.WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 9.SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB. 10.EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. 11.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. 12.ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. 13.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 14.EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. 15.SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 16.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 17.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 18.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. 19.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 20.IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. 21.THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT (VERTICAL) ON 2 FOOT (HORIZONTAL). GRADING NOTES: PROPERTY LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 310 PROPOSED SPOT ELEVATION312 312 PROPOSED STORM DRAIN EXISTING OVERHEAD UTILITY EXISTING STORM LINE EXISTING GAS LINE LIMIT OF DISTURBANCE (2.05 AC) LEGEND 10 5 10 15 20200 Scale: 1" = 20' Planning Board # XX.XXXX TP-1 0 - 20” TOPSOIL, 10 YR 3/3, MOIST 20 - 36” 10 YR 4/6 SAND 36 - 72” 10 YR 4/3 SILTY SAND 72 - 120” 10 YR 4/6 SAND NO SHGW ENCOUNTERED. FALLING HEAD PERMEABILITY TEST AT 84” P1 90 INCH/HOUR P2 45 INCH/HOUR P3 45 INCH/HOUR P4 45 INCH/HOUR TP-2 0 - 18” TOPSOIL, 10 YR 3/3, MOIST 18 - 25” 10 YR 6/6 SAND 25 - 30” 10 YR 3/3 SILTY SAND, SOME DEBRIS 30 - 96” 10 YR 6/6 SAND 96 - 120” 10 YR 3/6 SAND, MOIST NO SHGW ENCOUNTERED. FALLING HEAD PERMEABILITY TEST AT 84” P1 120 INCH/HOUR P2 75 INCH/HOUR P3 75 INCH/HOUR P4 75 INCH/HOUR TP-3 0 - 16” TOPSOIL, 10 YR 3/3, MOIST 16 - 120” 10 YR 5/6 FINE SAND TRACE MOTTLING ENCOUNTERED AT 108” FALLING HEAD PERMEABILITY TEST AT 72” >120 INCH/HOUR TP-4 0 - 18” TOPSOIL, 10 YR 3/3, MOIST 18 - 96” 10 YR 5/6 FINE SAND 96 - 120” 10 YR 5/6 FINE SAND, MOIST NO SHGW ENCOUNTERED. FALLING HEAD PERMEABILITY TEST AT 72” P1 120 INCH/HOUR P2 120 INCH/HOUR P3 120 INCH/HOUR P4 120 INCH/HOUR TP-5 0 - 18” TOPSOIL, 10 YR 3/3, MOIST 18 - 40” 10 YR 4/6 FINE SAND 40 - 56” 10 YR 3/3 COAL/ASH TEXTURE 56 - 84” 10 YR 4/6 FINE SAND 84 - 120” 10 YR 4/6 FINE SAND, MOIST NO SHGW ENCOUNTERED. FALLING HEAD PERMEABILITY TEST AT 72” P1 120 INCH/HOUR P2 120 INCH/HOUR P3 120 INCH/HOUR P4 120 INCH/HOUR TEST PIT LOG: GFE: 311.5 FFE: 313.0 GFE: 311.5 FFE: 313.0 FFE: 313.25 GFE: 311.75 GFE: 311.25 FFE: 312.75 GFE: 311.0 GFE: 311.0 GFE: 311.5 GFE: 311.5 FFE: 313.0 FFE: 312.5 FFE: 312.5 FFE: 314.0 FFE: 314.9 FFE: 313.0 310 3 1 0 GFE: 312.0 HEMINGWAY MUSE RD 3 1 1 311 311 3 1 1 311 311 311 3 1 1 311 3 1 1 311 311 311 31 1 311 31 1 3 1 1 311 311 3 1 1 DW-4 RIM: 310.00 INV IN: 307.30 INV OUT (DW-3): 307.30 BOTTOM ELEV.: 303.50 DW-3 RIM: 310.00 INV IN: 307.30 BOTTOM ELEV.: 303.50 CB-1 RIM: 310.2 INV IN (N): 307.35 INV IN (S): 307.35 INV OUT (E): 307.9 INV OUT (W): 307.02 DW-7 RIM: 310.00 INV IN(W): 307.90 INV IN(E): 308.0 BOTTOM ELEV.: 303.50 YD-6 RIM: 310.4 INV IN (S): 306.68 INV IN (W): 306.00 INV OUT: 305.90 DW-1 RIM: 309.80 INV IN: 307.00 BOTTOM ELEV.: 303.30 15" HDPE STORM CLEANOUT MH-1 RIM: 310.7 INV IN (N): 305.70 INV IN (E): 306.39 INV IN (S): 305.70 INV OUT: 305.70 YD-3 RIM: 310.50 INV IN: 307.44 INV OUT: 306.03 YD-2 RIM: 310.00 INV IN: 308.10 INV OUT: 308.00 YD-21 RIM: 311.0 INV OUT: 309.00 DW-2 RIM: 310.40 INV IN: 307.20 BOTTOM ELEV.: 303.90 YD-20 RIM: 310.50 INV IN (N): 307.90 INV IN (S): 308.00 INV OUT: 307.80 YD-4 RIM: 310.50 INV IN: 307.88 INV OUT: 307.88 YD-9 RIM: 310.30 INV OUT: 308.80 YD-7 RIM: 310.30 INV OUT: 308.00 YD-13 RIM: 310.50 INV OUT: 308.50 YD-12 RIM: 310.40 INV OUT: 308.40 YD-11 RIM: 310.40 INV IN: 307.75 INV OUT: 307.75 YD-10 RIM: 310.50 INV IN: 307.33 INV OUT: 306.23 YD-8 RIM: 310.30 INV OUT: 308.30 YD-14 RIM: 310.50 INV OUT: 308.80 DW-5 RIM: 310.50 INV IN: 307.80 BOTTOM ELEV.: 304.00 DW-6 RIM: 310.50 INV IN(W): 307.90 INV IN(S): 308.40 INV OUT (DW-5): 307.80 BOTTOM ELEV.: 304.00 YD-15 RIM: 310.75 INV OUT: 308.50 YD-16 RIM: 310.50 INV IN: 308.0 INV OUT: 308.0 8" HDPE 8" H D P E 12" HDPE 8" H D P E 8" HDPE 8" H D P E 6" HDPE 12 " H D P E 12" HDPE 1 2 " H D P E 8" HDPE 8" HDP E 6 " H D P E 8" HDP E 8" HDPE 8" H D P E 6" X 8" WYE UNDERGROUND INFILTRATION CHAMBERS 4 ROWS OF 7 CHAMBERS INV ELEV.: 304.25 DIVERSION STRUCTURE RIM: 310.65 INV IN (E): 305.66 INV OUT (24" W): 304.40 INV OUT (15" S): 305.60 6" X 8" WYE POROUS PAVERS POROUS PAVERS YD-5 RIM: 310.50 INV OUT: 308.50 STORM CLEANOUT 12" HDPE 8" X 8" WYE YD-1 RIM: 310.50 INV OUT: 308.50 12" HDPE 6" HDPE PERF. ROOF DRAINAGE HEADER PIPE STORM CLEANOUT 6" HDPE PERF. ROOF DRAINAGE HEADER PIPE POROUS ASPHALT POROUS ASPHALT POROUS ASPHALT 8" HDPE PERF. ROOF DRAIN HEADER PIPE 13 C-6.0 8 C-6.2 9 C-6.2 5 C-6.2 1 C-6.2 10 C-6.0 4 C-6.2 INSPECTION PORT6 C-6.2 4 C-6.2 13 C-6.0 STORM CLEANOUT 8" HDPE PERF. ROOF DRAIN HEADER PIPE Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. JW Hemmingway, LLC 563 North Broadway Saratoga Springs, NY 12866 Sa v e D a t e : 2/ 2 5 / 2 0 2 6 9 : 3 6 A M Fi l e N a m e : G: \ P r o j - 2 0 2 1 \ 2 0 2 1 0 0 1 _ W i t t _ N e l s o n _ A v e \ 2 0 2 1 0 0 1 C A D \ C - 3 . 0 G r a d i n g a n d D r a i n a g e . d w g Pl o t t e d B y : BR E T T S T R O M JW Hemingway PUD Nelson Avenue Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2021001 SITE DRAINAGEPLAN C-3.1 BCS BCS DBH 2/25/2026 1"=20' 1.SEE SHEET C-3.0 FOR GRADING NOTES GRADING NOTES: PROPERTY LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 310 312 PROPOSED STORM DRAIN EXISTING OVERHEAD UTILITY EXISTING STORM LINE EXISTING GAS LINE LIMIT OF DISTURBANCE (2.05 AC) LEGEND 10 5 10 15 20200 Scale: 1" = 20' Planning Board # XX.XXXXPOROUS PAVERS HEMINGWAY MUSE RD SMH-4 RIM: 310.78 INV. IN(E): 307.10 INV. IN(S): 307.04 INV. OUT: 306.94 SMH-3 RIM: 310.85 INV. IN(NE): 306.19 INV. IN(S):306.19 INV. OUT: 306.09 SMH-1 RIM: 310.90 INV. IN (NW): 307.39 INV. IN (W): 307.39 INV. OUT: 307.29 6"x8" TEE WITH TWO (2) 8" GATE VALVES AND ONE (1) 6" GATE VALVE FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE 6" DIP WATER SERVICE CONNECTION TO EXISTING 8" SANITARY MAIN INV: 303.71 SANITARY SEWER BLDG. INV: 307.83 TAP EXISTING 6" WATER MAIN, INSTALL 8"X6" REDUCER AND A 8" GATE VALVE 8" DIP 6" C - 9 0 0 6" C-900 SMH-2 RIM: 310.80 INV. IN(NW): 306.54 INV. IN(E): 306.54 INV. OUT: 306.44 UTILITY CROSSING 6" SAN. INV: 307.66 12" STORM INV: 305.88 8" M.J. CAP 3 4" TYPE-K COPPER WATER SERVICE 3 4" TYPE-K COPPER WATER SERVICE 3 4" TYPE-K COPPER WATER SERVICE 3 4" TYPE-K COPPER WATER SERVICE 3 4" TYPE-K COPPER WATER SERVICE 3 4" TYPE-K COPPER WATER SERVICE 6 " C - 9 0 0 6" DIP 6" D I P 6" D I P 6"X6" TEE WITH 6" GATE VALVE 6" C-90 0 6 " C - 9 0 0 6 " C - 9 0 0 CONNECTION TO EXISTING 8" SANITARY MAIN 8" INV: 303.81 6" C-900 6" C - 9 0 0 6" C-900 6" C-900 SANITARY SEWER BLDG. INV: 307.62 6" C-900 FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE SANITARY SEWER BLDG. INV: 306.00 SANITARY SEWER BLDG. INV: 306.00 SANITARY SEWER BLDG. INV: 307.00 6" C-900 SANITARY SEWER BLDG. INV: 307.00 CONNECT TO EXISTING WATER MAIN SANITARY SEWER BLDG. INV: 308.06 SANITARY SEWER BLDG. INV: 307.33 SANITARY SEWER BLDG. INV: 307.63 SANITARY SEWER BLDG. INV: 308.15 SANITARY SEWER BLDG. INV: 307.46 UTILITY CROSSING 6" SAN. INV: 307.39 8" STORM INV: 306.22 UTILITY CROSSING 6" SAN. INV: 306.27 8" STORM INV: 307.64 UTILITY CROSSING 6" SAN. INV: 307.58 12" STORM INV: 305.84 6" C - 9 0 0 6 " C - 9 0 0 3 4" TYPE-K COPPER WATER SERVICE 3 4" TYPE-K COPPER WATER SERVICE 3 4" TYPE-K COPPER WATER SERVICE 6" C-900 SANITARY SEWER BLDG. INV: 307.00 6"x6" TEE AND 6" GATE VALVE 8 C-6.1 8 C-6.1 3 4" TYPE-K COPPER WATER SERVICE CONNECT TO EXISTING WATER MAIN 8 C-6.1 CURB STOP CURB STOP Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. JW Hemmingway, LLC 563 North Broadway Saratoga Springs, NY 12866 Sa v e D a t e : 2/ 2 0 / 2 0 2 6 1 2 : 4 2 P M Fi l e N a m e : G: \ P r o j - 2 0 2 1 \ 2 0 2 1 0 0 1 _ W i t t _ N e l s o n _ A v e \ 2 0 2 1 0 0 1 C A D \ C - 4 . 0 U t i l i t i e s . d w g Pl o t t e d B y : BR E T T S T R O M JW Hemingway PUD Nelson Avenue Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2021001 SITE UTILITYPLAN C-4.0 BCS BCS DBH 2/25/2026 1"=20' PROPERTY LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 310 PROPOSED SPOT ELEVATION312 312 PROPOSED STORM DRAIN PROPOSED WATER LINE PROPOSED SANITARY LINE EXISTING SANITARY LINE EXISTING OVERHEAD UTILITY EXISTING STORM LINE EXISTING WATER LINE EXISTING GAS LINE LIMIT OF DISTURBANCE (2.05 AC) LEGEND 1.PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS STANDARDS. 2.ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH-ON JOINTS. 3.INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE DESIGN ENGINEER PRIOR TO THE PLACEMENT OF ANY ORDERS OF SAID MATERIALS. 4.FIELD ADJUSTMENTS SHALL BE APPROVED BY THE CITY OF SARATOGA SPRINGS, PRIOR TO INSTALLATIONS. 5.LEAKAGE OUTWARD OR INWARD SHALL NOT EXCEED 100 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. LEAKAGE TEST SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET AND SHALL BE IN ACCORDANCE WITH SARATOGA COUNTY SEWER DISTRICT #1 STANDARDS. 6.LOW PRESSURE AIR TESTING IS PERMITTED. TEST IS TO CONFORM TO UNIBELL PVC PIPE ASSOCIATION, UNI-B-6-98. SANITARY SEWER NOTES WATER SYSTEM NOTES 1.WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0". 2.SUBMIT APPROVED SHOP DRAWINGS FOR ALL WATER MAINS AND APPURTENANCES TO THE CITY ENGINEER PRIOR TO CONSTRUCTION. 3.ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, PAINT SEAL COATED, 350 P.S.I. PRESSURE RATING. 4.CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND A.W.W.A. STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER. BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED LABORATORY WILL TAKE PLACE PRIOR TO TURNING WATER MAIN OVER TO THE CITY TO VERIFY SANITARY QUALITY. WATER SERVICE LINES ARE EXCLUDED FROM THIS REQUIREMENT. 5.THRUST BLOCKING SHALL COMPLY WITH DETAILS ON THESE DRAWINGS AND CITY STANDARDS. 6.NEW WATER SERVICES FROM MAIN TO CURB STOP WILL BE INSTALLED WITH MINIMUM COVER SHOWN ON STANDARD DETAILS UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING WATER MAIN. SERVICE SHALL BE BROUGHT TO MINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE. 7.DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BE PROVIDED TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS-BUILT DRAWINGS. 8.THE CONTRACTOR SHALL PROVIDE TWO (2) BRONZE WEDGES AT EACH BELL JOINT OF PUSH-ON PIPE. 9.THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 10.VALVE BOXES 10.a.CAST IRON TWO PIECE VALVE BOX AS MANUFACTURED BY CLOW (MODEL F2494), OR APPROVED EQUAL. 10.b.COVER SHALL BE STAY-PUT TYPE (CLOW MODEL F2490), OR APPROVED EQUAL, AND BE CLEARLY MARKED "WATER". 11.VALVES 11.a.ALL VALVES UNDER 12 INCHES IN DIAMETER SHALL BE MECHANICAL JOINT RESILIENT WEDGE (R/W). 11.b.R/W VALVES, 3-INCHES AND LARGER, SHALL BE IRON BODY, NON-RISING STEM CONFORMING TO A.W.W.A. C509. GLAND BOLTS SHALL BE ZINC COATED STEEL. 11.c.ALL VALVES SHALL HAVE A MAXIMUM WORKING PRESSURE RATING OF 200 P.S.I.G. 11.d.ALL VALVES SHALL HAVE MECHANICAL JOINT ENDS CONFORMING TO ANSI AS1.10/AS1.11. 11.e.VALVES SHALL OPEN RIGHT (CLOCKWISE) WITH A STANDARD 2-INCH SQUARE OPERATING NUT WITH ARROW CAST INTO IT INDICATING THE DIRECTION OF OPENING. 11.f.EACH VALVE SHALL BE FURNISHED COMPLETE WITH NECESSARY NUTS, BOLTS, STUDS, AND GASKETS. 11.g.MUELLER A-2360 MJ RESILIENT, OR APPROVED EQUAL. 12.HYDRANTS SHALL BE SARATOGA SPRINGS STANDARD MUELLER SUPER CENTURION A-423 AS SHOWN ON THE DETAIL. 13.ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT (CLOCKWISE). 14.THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE FOR INFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT DIG SAFELY NY (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 15.WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. 1.THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 2.CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. 3.LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. 4.ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. 5.THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC FOR INFORMATION ONLY, AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ALL UTILITIES MAY NOT BE SHOWN. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.) AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE BORNE BY THE CONTRACTOR. 6.EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. 7.EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. 8.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. UTILITY NOTES 10 5 10 15 20200 Scale: 1" = 20' 6" X 6" TAPPING SLEEVE W/ 6" GATE VALVE AND THRUST BLOCK 8" DIP 8" M.J. CAP W/ THRUST BLOCK HE M I N G W A Y M U S E R D 0+00 1+00 2+00 2+79 6"x8" TEE WITH TWO (2) 8" GATE VALVES AND ONE (1) 6" GATE VALVE AND THRUST BLOCK 36" CPP STORM 12" CPP STORM EX. 6" WATER MAIN 8" X 6" REDUCER 36" CPP STORM 6" DIP 295 300 310 295 300 310 0+00 1+00 2+00 31 0 . 1 31 0 . 1 4 2+80 EXISTING 12" STORM INV: 306.45 ASSUMED EXISTING GRADE EXISTING GRADE MA I N T A I N 5 ' MI N I M U M C O V E R OV E R I N S T A L L E D WA T E R M A I N EXISTING 6" DIP WATERMAIN (ASSUMED AT 5' COVER)EXISTING 36" STORM 6" X 6" TAPPING SLEEVE W/ 6" GATE VALVE 6" X 8" REDUCER 8" D.I.P.MI N . 1 8 " SE P A R A T I O N 8" M.J. END CAP 6" X 8" TEE W/ (2) 8" GATE VALVES AND (1) 6" GATE VALVE Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. JW Hemmingway, LLC 563 North Broadway Saratoga Springs, NY 12866 Sa v e D a t e : 2/ 2 0 / 2 0 2 6 1 2 : 3 5 P M Fi l e N a m e : G: \ P r o j - 2 0 2 1 \ 2 0 2 1 0 0 1 _ W i t t _ N e l s o n _ A v e \ 2 0 2 1 0 0 1 C A D \ C - 4 . 1 U t i l i t y P r o f i l e . d w g Pl o t t e d B y : BR E T T S T R O M JW Hemingway PUD Nelson Avenue Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2021001 WATERLINEPLAN & PROFILE C-4.1 BCS BCS DBH 2/25/2026 1"=20' HORIZONTIAL SCALE 1" = 20' | VERTICAL SCALE 1" = 2' WATERLINE PROFILE: STA 0+00 - 2+802 SCALE 1" = 20' WATERLINE PLAN: STA 0+00 - 2+801 10 5 10 15 20200 Scale: 1" = 20' Wire Fence R I G H T O F W A Y = 6 6 F T . RI G H T O F W A Y = 5 0 F T . HEMINGWAY MUSE RD 4 SN 2 AC 1 AR 15 PV 1 VL 2 PP 19 PV 4 SN 4 AG 10 PV 1 PP 1 PS 23 BB 13 IG 1 PP 1 PP 4 HA 1 PP 1 CC 14 IG 1 PO 1 AC 6 HQ 3 PO 3 AG 3 AG 1 VL 13 IG 10 PA 1 VL 9 SN 3 HA 5 PO 11 PA 3 SN 1 PO 2 HA 4 AG 44 BB3 HQ 7 HA 4 AG 11 PA 4 PO 6 SN 2 PO 1 VL 6 SN 2 PO 1 VL 8 AG 1 VL 3 HA 5 HA 7 AG 1 PO 1 PO 2 AG 2 PO 2 SN 7 PA 19 PV 6 PA 1 VL 1 CG 3 GB BOLLARD LIGHT, TYP LAWN SEED, TYP PROPOSED SHRUB PLANTINGS, TYP. PROPOSED EVERGREEN TREE, TYP. PROPOSED FLOWERING TREE, TYP. PROPOSED DECIDUOUS TREE, TYP. PROPOSED STREET LIGHT, TYP. PROPOSED STREET LIGHT, TYP. PROPOSED STREET LIGHT, TYP. 4 C-6.3 3 PO 8 PA 1 PO 1 CC 1 CC 3 HA 7 PA4 AG 3 AG 3 AG 5 PA 3 PV 3 AG 7 PA PROPOSED ANNUAL PLANT BED, TYP. EXISTING STREET LIGHT Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. JW Hemmingway, LLC 563 North Broadway Saratoga Springs, NY 12866 Sa v e D a t e : 2/ 1 8 / 2 0 2 6 5 : 0 5 P M Fi l e N a m e : G: \ P r o j - 2 0 2 1 \ 2 0 2 1 0 0 1 _ W i t t _ N e l s o n _ A v e \ 2 0 2 1 0 0 1 C A D \ C - 5 . 0 L a n d s c a p e . d w g Pl o t t e d B y : JE S S I C A M I N K JW Hemingway PUD Nelson Avenue Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2021001 SITE LANDSCAPE& LIGHTING PLAN C-5.0 BCS BCS DBH 2/25/2026 1"=20' PROPERTY LINE PROPOSED TREES PROPOSED SHRUBS / GRASS PROPOSED LAWN PROPOSED FLOWERING TREE EXISTING TREES LEGEND 1.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 “AMERICAN STANDARD FOR NURSERY STOCK.” ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 2.PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP-TO-TIP. 3.ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR 'FULL', OR 'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED. 4.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. 5.TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. 6.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 7.IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 8.THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 9.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 10.THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 11.INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 12.CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. 13.ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR. 14.PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE. 15.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 16.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCE INCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND RE-SEEDING AS NECESSARY. 17.PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. 18.UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN WRITING THAT THE LANDSCAPE ARCHITECT FORMALLY INSPECT THE PLANTING WORK. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION. 19.FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE CONTRACTOR, THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THE MAINTENANCE PERIOD SPECIFIED IN THIS SECTION. 20.ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: 20.1.PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S) WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. 20.2.LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5" 21.IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR. 22.GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. 23.CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST. 24.GRASS SEED: FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: PROPORTION GERMINATION PURITY COMMON NAME BY WEIGHT MINIMUM MINIMUM CREEPING RED FESCUE 50% 85%95% OR CHEWINGS FESCUE KENTUCKY BLUEGRASS 25% 85% 90% PERENNIAL RYE 25%90%90% PLANTING NOTES: PROPOSED ANNUAL PLANT BED PLANT LIST SYM.QTY.BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING TREES AR 1 Acer rubrum Red Maple 2-1/2"-3" cal.B&B PS 1 Pinus strobus Eastern White Pine 6'-8' HT.B&B CG 1 Crataegus crus-galli v. inermis Thornless Cockspur Hawthorn 2-1/2"-3" cal.B&B GB 3 Gingko Gingko biloba 2-1/2"-3" cal.B&B AC 3 Amelanchier canadensis Shadblow Serviceberry 1-1/2"-2" cal.B&B PP 6 Picea pungens 'Baby Blueeyes'Colorado Spruce 6'-8' HT.B&B SHRUBS AG 48 Abelia grandifolia Glossy Abelia 18"-24" ht.B&B IG 40 Ilex gabra Inkberry Holly 18"-24" ht.B&B PO 26 Physocarpus opulifolius 'Diabolo'Common Ninebark 18"-24" ht.B&B CC 3 Cotinus coggygria 'Velvet Cloak'Velvet Cloak Smoke Bush #5 Cont. VL 7 Viburnum lentago Nannyberry 3-4'B&B SN 34 Spirea nipponica Snowmound Spirea #5 Cont. HA 27 Hydrangea arborescens Smooth Hydrangea 18"-24" ht.B&B HQ 9 Hydrangea quercifolia Oakleaf Hydrangea 18"-24" ht.B&B PERENNIALS / GRASSES PA 72 Pennisetum alopecuroides Fountain Grass #3 cont.2' O.C. PV 66 Panicum virgatum Switchgrass #3 cont.As shown BB 67 Andropogon gerardii Big bluestem #3 cont.As shown PROPOSED BOLLARD LIGHT 10 5 10 15 20200 Scale: 1" = 20' PROPOSED STREET LIGHT Planning Board # XX.XXXX LIMIT OF DISTURBANCE (2.05 AC) 2 1 MAX. NOTES: 1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK. 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. 3.EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. 4.A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE. STRAWBALES STAKED INTO GROUND NOTE: 1.WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT. 2.THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. 10 MIL PLASTIC LINING WOOD OR METAL STAKES (2 PER BALE) STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC LINING 8' MIN. 8' M I N . 2' CONCRETE WASHOUT CONCRETE WASHOUT SIGN 16 " A B O V E GR A D E 6" BE L O W G R A D E 10' MAX. ℄ TO ℄ 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND 2' O V E R A L L FA B R I C H T . 20 " M I N . 16 " M I N . 36" MIN. FENCE POST FILTER FABRIC FLOW 6"MI N . EMBED FILTER CLOTH MIN. 6" INTO GROUND SECTION PERSPECTIVE VIEW FILTER FABRIC; FASTENED SECURELY TO FENCE POSTS W/ STAPLES FLOW FLOW CONSTRUCTION SPECIFICATIONS: 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE 6' MAXIMUM MESH OPENING. 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 6.FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. 50'-0" 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIAL OVER GEOTEXTILE (MIRAFI 600X) R . 3 0 ' - 0 " T Y P . EDGE OF EXISTING ROADWAY CONSTRUCTION SPECIFICATIONS: 1.STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2.LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MIN. WOULD APPLY. 3.THICKNESS- NOT LESS THAN SIX (6) INCHES. 4.WIDTH- TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. GEOTEXTILE- WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 5.ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 6.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 7.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 8.PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. 24 ' - 0 " MI N . LADEN R U N O F F SEDIMEN T SEDI M E N T LADE N R U N O F F NOTE: 1.SILT SACK SHALL BE MAINTAINED & REMOVED ONLY AFTER ACCEPTANCE OF ROADWAY. SILT SACK SHALL BE CLEANED PERIODICALLY TO KEEP CATCH BASIN WORKING PROPERLY WHILE IN PLACE AT REMOVAL OF SILT SACK ALL CATCH BASINS SHALL BE CLEANED OF DEBRIS AND SEDIMENT. 2.GRATE SILT SACK SHALL ONLY BE USED FOR IN-PAVEMENT STRUCTURES ONLY DURING AND AFTER INSTALLATION OF PAVEMENT. USE SILT SACK UNDER GRATE TO CONTROL SEDIMENT RUNOFF. SACK SHALL BE MAINTAINED AND CLEANED ON A REGULAR BASIS (SEE NOTE) 16 " 6" FULL CURB AT LAWN FLUSH CURB IN PAVING 1/ 2 " 6" 6" 6"6"6" PROVIDE CLEAN SQUARE CORNER WHERE BITUMINOUS WALK ABUTS CURB FINISH GRADE; BITUMINOUS OR LAWN, SEE PLANS 1/2" RADIUS FINISH GRADE 4,000 PSI CAST-IN-PLACE CONCRETE CURB COMPACTED GRAVEL BASE NYSDOT SECT. 304, TYPE 2 6" 6" 18 " 6" PAVEMENT 1 4" RADIUSFINISH GRADE CAST-IN-PLACE CONCRETE CURB, SEE CONCRETE SPECIFICATION GRAVEL COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR 7" NOTE: EXPANSION JOINTS SPACED ALONG CURB 10' O.C. MAX. EXISTING PAVING TO REMAINPROPOSED PAVING TOP COURSE BINDER COURSE 1-/2" MINIMUM DEEP KEY INTO EXISTING PAVEMENT COMPACTED BASE MATERIAL KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT 1' 3' ADJACENT LAWN, 6' ADJACENT HARDSCAPE 1' CONCRETE CURB 3/8" EXPANSION JOINT ADJACENT FINISH GRADE AT BOTTOM OF CURB NOTES: 1.PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2.TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. 3.THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID BY THE CONTRACTOR. 4.NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. SUBGRADE OR STRUCTURAL FILL COMPACTED TO 95% MODIFIED PROCTOR COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR DE P T H T O SU B G R A D E A S RE Q U I R E D BINDER COURSE - NYSDOT ITEM 402.198902 - 19F9 H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 TACK COAT - NYSDOT ITEM 407-0102 DILUTED TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION PARKING LOT 1-1/2"2"10" PAVEMENT TYPE TOP COURSE BINDER COURSE GRAVEL COURSE STANDARD ROADWAY (NELSON AVE & FRANK SULLIVAN PLACE) 1-1/2"3"12" GEOTEXTILE FABRIC, MIIRAFI 500X 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY MINIMUM SPECIFICATIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS SHALL MEET OR EXCEED THESE CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE AIR-ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW WATER-CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR LESS,* (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO FREEZE-THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY WITH CLIMATE AND WEATHER CONDITIONS. TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985. ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PLANNING BOARD. *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD TYPE 1 TYPICAL PEDESTRIAN TRAFFIC LOADING NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER TYPE 2 VEHICLE TRAFFIC LOADING ACROSS DRIVEWAYS BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO 6 6 WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO 6 6 WOVEN WIRE MESH EXCEPT A.O.B.E. 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR ASPHALT DRIVEWAY CONCRETE SIDEWALK - TYPE 1 AT NON-VEHICLE TRAFFIC AREAS. TYPE 2 AT VEHICLE TRAFFIC AREAS. EXPANSION JOINT (FULL DEPTH OF PAVEMENT) TURF STREET 1-1/2" REVEAL ASPHALT APRON EXPANSION JOINT TAPER CURB 6" CONCRETE CURB ASPHALT WARP AREA (BOTH SIDES) DROP S E C T I O N O F C U R B MIN. DR I V E W A Y W I D T H = 1 0 ' MAX.WIDTH = 2 5 % O F F R O N T A G E 5'-0" EXPANSION JOINTS TO OCCUR 60' O.C. MAX & AT ALL CURBS, WALLS, & WHERE SHOWN ON PLANS OR OTHER DETAILS SCORE JOINTEXPANSION JOINT 2"2" 12" JOINT 2"2" 12" JOINT 1 14" DE P T H M I N . TOOLED JOINT 5' O.C. OR AS SHOWN ON PLANS & OTHER DETAILS OR TO MATCH EXIST. SCORE JOINTS. TOOLING SHALL ALSO OCCUR AROUND ENTIRE PERIMETER OF CONC. PAVEMENT. TOOLED JOINT W/ 1/4" RADIUS EDGES AS SHOWN, TYP. JOINT SEAL PER SPEC. PREMOULDED JOINT FILLER EXISTING UNCOMPACTED SUBGRADE FILTER FABRIC, MIRAFI 160 N. 8" COMPACTED STONE BASE COURSE, AASHTO NO. 2. COMPACTED TO MIN. 95% STANDARD PROCTOR 4" COMPACTED STONE SUBBASE, AASHTO NO. 57 COMPACT TO MIN. 95% STANDARD PROCTOR 3" BEDDING STONE, AASHTO NO. 8 PERMEABLE PAVERS, MODULAR PATTERN INSTALLATION. FILL JOINTS WITH BEDDING STONE. CONTRACTOR TO PROVIDE COLOR SAMPLES TO OWNERS REP. FOR SELECTION. 4 SILT FENCE SCALE: NTS 2 TEMPORARY STOCKPILE SCALE: NTS 5 INLET PROTECTION - FINISHED PAVED AREAS SCALE: NTS 6 6" CONCRETE CURB SCALE: NTS 7 PAVEMENT KEY SCALE: NTS 8 TRANSITION CURB SCALE: NTS 9 ASPHALT PAVEMENT SCALE: NTS 11 CONCRETE PAVEMENT ON GRADE SCALE: NTS 1 STABILIZED CONSTRUCTION ENTRANCE SCALE: NTS 11 CONCRETE PVMT. EXPANSION/SCORE JOINT SCALE: NTS 3 CONCRETE WASHOUT SCALE: NTS3CONCRETE WASHOUT SCALE: NTS 12 DROP CURB AT RESIDENTIAL DRIVEWAY SCALE: NTS 5 INLET PROTECTION - FINISHED PAVED AREAS SCALE: NTS NTS2/25/2026 DBHBCS BCS C-6.0 Site Details Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. JW Hemmingway, LLC 563 North Broadway Saratoga Springs, NY 12866 Sa v e D a t e : 2/ 1 9 / 2 0 2 6 1 1 : 1 1 A M Fi l e N a m e : G: \ P r o j - 2 0 2 1 \ 2 0 2 1 0 0 1 _ W i t t _ N e l s o n _ A v e \ 2 0 2 1 0 0 1 C A D \ C - 6 . 0 D e t a i l s . d w g Pl o t t e d B y : JE S S I C A M I N K JW Hemingway PUD Nelson Avenue Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2021001 10 POROUS PAVERS SCALE: NTS Planning Board # XX.XXXX 4" POROUS ASPHALT PAVEMENT SURFACE COURSE PG 76-22P 1" CHOKER COURSE: No. 57 STONE 12" BED DEPTH GRADED COARSE AGGREGATE, PLACED IN (2) LIFTS: No. 3 STONE. SEE PLANS FOR SPECIFIED STONE DEPTH. FINISHED GRADE MIRAFI 160N ON SIDES OF STONE UNCOMPACTED SUBGRADE MIN. SEPARATION FROM SHWT = 36" 3" No. 57 STONE INSTALLATION REQUIREMENTS: 1.DESIGN ENGINEER SHALL PROVIDE FULL TIME CONSTRUCTION OBSERVATION, INCLUDING TEMPERATURE MONITORING, DURING POROUS ASPHALT INSTALLATION. FIELD REPORT OF OBSERVATIONS SHALL BE PROVIDED TO THE CITY ENGINEER'S OFFICE UPON COMPLETION OF INSTALLATION. CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE TO ENGINEER PRIOR TO INSTALLATION. 2.ASPHALT SHALL BE IMMEDIATELY ROLLED WITH A TWO-AXLE TANDEM ROLLER (VIBRATORY NOT ALLOWED) WITH A GROSS MASS BETWEEN 8 TO 12 TONS AND SHALL BE CAPABLE OF PROVIDING A MINIMUM COMPACTIVE EFFORT OF 250 POUNDS PER SQUARE INCH OF WIDTH OF THE DRIVE ROLL. ROLLING SHALL OCCUR WHEN MIX TEMPERATURE IS AS FOLLOWS: 2.1.BREAKDOWN ROLLING: 275 TO 325°F 2.2.FINISH ROLLING: 180 TO 220°F 3.TEMPERATURE OF ASPHALT MIX AT THE PAVER SHALL BE BETWEEN 275 TO 325°F. 4.ASPHALT SHALL BE PLACED IN A SINGLE LIFT. 5.NO TRAFFIC SHALL BE PERMITTED ON THE PAVEMENT FOR 48 HOURS OR UNTIL THE ENTIRE SURFACE TEMPERATURE COOLS TO BELOW 100°F. 6.ALL POROUS ASPHALT SECTIONS MUST HAVE A MINIMUM SEPARATION OF 3' FROM OBSERVED SEASONAL HIGH GROUND WATER TO THE BOTTOM INFILTRATION LAYER. POROUS ASPHALT SPECIFICATIONS: 1.ASPHALT BINDER SHALL BE MODIFIED WITH ELASTOMERIC POLYMER. POLYMER SHALL BE ADDED AT A RATE TO ALLOW ASPHALT BINDER TO HAVE A MINIMUM ELASTIC RECOVERY OF 60%. 2.ASPHALT BINDER CONTENT SHALL BE A MINIMUM OF 5.5% BY DRY AGGREGATE WEIGHT. 3.ASPHALT MIXTURE SHALL HAVE A DRAIN TIME LESS THAN 0.3% PER ASTM D6390. 4.DRAINDOWN RESULTS MUST BE SUBMITTED AND APPROVED BY DESIGN ENGINEER PRIOR TO APPROVAL OF JOB MIX FORMULA 13 POROUS ASPHALT PAVEMENT SCALE: NTS CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE 4ARC22T5-MDL03 LED: 64 WATT 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER ACRYLIC ACORN LENS 5T TWIST LOCK FITTER DRIVER COMPARTMENT 4" - 3" DIA. TAPERED POLE, .125 WALL THICKNESS, 6063-T6 STRUCTURAL GRADE ALUMINUM ACCESS DOOR CATALOG NUMBER: PT-D650SRLED-5T-4AR22T5- MDL03-A-PEC/4214T4/BK 17" DIA. BASE WITH 0.750" FLOOR THICKNESS, FOUR ANCHOR BOLTS AND ONE GROUND STUD. 12 ' - 0 " 3 4" CHAMFER 3" 24 " M I N . 4' - 0 " M I N . 20" FINISHED GRADE ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION 2" PVC SCHEDULE 40 NO DIRECT BURIAL GROUND ROD PER N.E.C. 4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FROM 20" DIA. UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD PROCTOR NOTES: 1.INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 2.THE OWNER / DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. 3.ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE AND GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY INTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. ELECTRONIC PHOTOCELL (STREET SIDE) POLE WELDED FOR SINGLE UNIT CONSTRUCTION BLACK FINISH 14 ' - 8 3 4" 17" DIA. BASE, 12"DIA BOLT CIRCLE, DIAMOND PATTERN, FOUR 1 2" x 18" ANCHOR BOLTS FINAL TRENCH BACKFILL AS SPECIFIED TOPSOIL & SEED LAWN RESTORATION 1 1 PVMT. RESTORATION 1 1 6" MIN. NOTES: 1.FINAL TRENCH BACKFILL 1.a.IN NON-PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE ENGINEER OF RECORD; OTHERWISE IT SHALL BE STRUCTURAL FILL. MIN. MOD. PROCTOR DENSITY SHALL BE 85 PERCENT. 1.b.IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE STRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITY SHALL BE 95 PERCENT. 2.ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 3.EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. EXIST. PVMT. SUBBASE MAT'L.; REFER TO NEW PVMT. DETAIL BURIED METALLIC IDENTIFICATION WARNING TAPE FINAL TRENCH BACKFILL (SEE NOTE) PIPE ZONE BACKFILL PIPE ZONE BEDDING MAT'L SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PVMT. PIPE O.D. + 24" MIN.6" M I N . O. D . / 2 12 " MI N . PIPE O.D. 5' - 0 " M I N . C O V E R W A T E R 4' - 6 " M I N . C O V E R S E W E R 18 " 5' - 0 " M A X . VA R I E S - A S R E Q U I R E D 8" MIN KEY JT. PIPE ZONE BEDDING CRUSHED STONE MECHANICAL COMPACTION MECHANICAL COMPACTION MECHANICAL COMPACTION 12" MIN. COVER VARIES SEE NOTE PIPE ZONE BACKFILL METHOD OF PLACEMENT MATERIALDEPTHITEM CRUSHED STONE PRECAST CONCRETE GRADE EXTENSION AS REQUIRED; CEMENT MORTAR SHALL BE PLACED BETWEEN SECTIONS AND ON ENTIRE EXTERIOR ECCENTRIC CONE SECTION OR FLAT TRAFFIC TOP PLUG ALL LIFTING HOLES WITH CEMENT MORTAR ASPHALT BITUMASTIC SEALER (ENTIRE EXTERIOR SURFACE) FINISHED GRADE INTEGRAL WALL AND BASE SECTION HEAVY DUTY FRAME AND COVERCEMENT MORTAR ALL AROUND FRAME PRECAST CONCRETE MANHOLE SECTIONS AS REQUIRED MANUFACTURED IN ACCORDANCE WITH ASTM C478-85a SHIPLAP JOINT MADE WATER TIGHT WITH 2 ROWS OF BUTYL ROPE BETWEEN MANHOLE SECTIONS; APPLY BITUMASTIC JOINT COMPOUND ALL AROUND AFTER ASSEMBLY MANHOLE STEPS; COPOLYMER POLYPROPYLENE PLASTIC ENCAPSULATED #4 ASTM A615 GRADE 60 STEEL REINFORCEMENT REFER TO PLANS FOR PIPE SIZE, TYPE, AND SLOPE FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED OR FORMED PORTAL, TYP. 8" MAX 30" DIA. OPENING 12 " TY P . 6" MIN.48" MIN. Ø 6" MIN. FLOW IN FLOW OUT UNDISTURBED / UNEXCAVATED EARTH 8" 12" MIN. CRUSHED STONE BEDDING12" MIN., TYP. NOTE: 1. ENTIRE EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. 2. BACKFILL MANHOLE EXCAVATION IN ACCORDANCE WITH THE SPECIFICATIONS. 5' - 0 " M I N . 4 5 . 0 0 ° CORPORATION STOP WITH COMPRESSION FITTING, MUELLER H-15008 3/4" EXISTING WATER MAIN FINISHED GRADE CURB BOX; MUELLER 5'-6"± MODEL H-10314 (IN TURF) MODEL H-10334 (IN CONCRETE WALK) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) CURB STOP; MUELLER ORISEAL MODEL H-15209 COMPRESSION, MODEL H-15219 (W/DRAIN) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) SEE DETAIL FOR SPLICE TEMPORARY CAP OR PLUG AS NECESSARY 3/4" MIN, SIZE TYPE K COPPER PIPE SOLID CONC. BEARING BLOCK OR C.I. FOOT TREE BELT SIDEWALKSEE NOTECURB ROADWAY 3/4" COPPER TUBING (TYPE K) NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. 6" SADDLE WITH STAINLESS STEEL STRAP PER MANUFACTURERS RECOMMENDATION, ROMAC INDUSTRIES, INC. EXISTING 45° OR 30° BEND AS REQ'D PIPE BEDDING AS REQ'D UNDISTURBED SUB-GRADE SEWER LATERAL FL O W C L 45° OR 30° BEND AS REQ'D SLOPE: 2% MIN. (1/4" PER FOOT) 45° SEWER MAIN FULL LENGTH OF PIPE CENTERED ON SEWER LINE EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- 18 " M I N . STATE STANDARDS") (REFERENCE- "TEN NOTE: FINISHED GRADE 5' - 0 " M I N . SANITARY SEWER OR * SEE NOTE WATER LINE STORM SEWER 2'-6" PREFERRED 3'-6" MIN. 2'-6" MIN. TR E N C H O R B U R Y A S R E Q U I R E D 1' - 6 " M I N . CO V E R A S R E Q U I R E D 5' - 0 " M I N . COLOR OFSIZE OF BONNET AND GREEN, FOREST GRAY, BATTLESHIP CONNECTOR COVERS ORANGE YELLOW GREEN, LIGHT BROWN BLUE MAIN 6" 10" 12" 8" BLACK 14" 16" 24" 20" BARREL YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW COLOR OF MAINS SHALL BE VALVED TO INSURE THAT WATER FLOW IS NOT INTERRUPTED TO MORE THAN TWO HYDRANTS AT ANY ALL HYDRANTS AND VALVES SHALL PREFERRED AS NOTES: GIVEN TIME. OPEN RIGHT. PAINT SCHEDULE: SARATOGA STD. MUELLER CENTURION A-423 W/4" STORZ CONNECTION BREAK FLANGE LOWEST PART OF BOLTS TO BE A MIN. 1-1/2" ABOVE F.G. AND A MAX. 8" ABOVE F.G. POLYETHELENE OR BUILDING PAPER CRUSHED STONE SIZE 1 AND 1A DRAIN CONCRETE THRUST BLOCK. 3,000 p.s.i. (NOT REQ'D IF R.G. OR TIE RODS ARE USED) FINISHED GRADE FLUSH WITH PAVEMENT OR 1" REVEAL IN TURF AREAS VALVE BOX (TELESCOPIC PATTERN) BEDDING, PIPE ZONE BACKFILL TYPICAL TO TRENCH DETAIL REQ'D. M.J. ANCHORING TEE CONCRETE THRUST BLOCK. 3,000 p.s.i. (TYP.) TIE ROD 6" M.J. GATE VALVE (SARATOGA STD. - MUELLER A-2360) 3 4" TIE-ROD FOR THRUST RESTRAINT (ONE EACH SIDE) OR RETAINER GLAND A.O.B.E MAIN 5' M I N . C O V E R 1 PIPE LENGTH (18'-0" MIN.) PROPOSED 6"x6" TAPPING SLEEVE AS INDICATED ON THE PLANS EXISTING 6" DUCTILE IRON PIPE WATER MAIN 3,000 PSI MIN. CAST-IN-PLACE CONCRETE THRUST BLOCK UNEXCAVATED/ UNDISTURBED EARTH MECHANICAL JOINT TAPPING VALVE & M.J. RETAINER GLANDS PER CITY OF SARATOGA SPRINGS STANDARDS 12" X 12" SOLID PRECAST CONCRETE BLOCKS (6" MIN. THICK) CRUSHED STONE PIPE BEDDING, AS SPECIFIED 8"Ø DIP, CL 52, WATER PER CITY OF SARATOGA SPRINGS STANDARDS. AS INDICATED ON THE PLANS. MECHANICAL JOINT RETAINER GLAND FOR DIP PIPE, AS REQ'D. (2) 3/4" Ø THREADED TIE RODS, WASHERS & NUTS AS SPECIFIED; APPLY (2) COATS OF COAL TAR EPOXY PAINT FOLLOWING ASSEMBLY (20 MILS MIN. DFT TOTAL), TYP. EXCAVATION BACKFILL AND COMPACTION PER CITY OF SARATOGA SPRINGS STANDARDS PROPOSED FINISHED GRADE OR EXISTING GROUND LINE TELESCOPIC PATTERN VALVE BOX PER CITY OF SARATOGA SPRINGS STANDARDS ENGINEERED PLASTICS, INC. 300 INTERNATIONAL DR., SUITE 100 1 (800) 682-2525 www.armor-tile.com WILLIAMSVILLE, NY PHONE: (716) 626-3626 USA, 14221Tactile Systems FAX: 1 (800) 769-4463 1'-0" 1 3 / 8 " DETAIL 1 A A B B DOME 1'-0" 1' - 0 " 10/16" Ø HOLE THROUGH EMBEDMENT FLANGES (2 PER FLANGE) DOME INTERNAL EMBEDMENT FLANGE AT 3" C/C 10/16" ØHOLE THROUGH EMBEDMENT FLANGES (2 PER FLANGE) SECTION A-A PLAN-TILE SECTION B-B DETAIL 1 NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. FOR CUSTOM SIZING CONTACT MANUFACTURER. 4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT WWW.CAD DETAILS.COM/INFO/REFRENCE NUMBER 681-001A. NTS2/25/2026 BCSBCS DBH C-6.1 Site Details 4 PIPE TRENCH SECTION SCALE: NTS 3 CONNECTION TO EXISTING SEWER MAIN SCALE: NTS 9 TYPICAL WATER SERVICE CONNECTION SCALE: NTS 1 DECORATIVE STREET LIGHT DETAIL SCALE: NTS 2 DETECTABLE WARNING STRIP SCALE: NTS Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. JW Hemmingway, LLC 563 North Broadway Saratoga Springs, NY 12866 Sa v e D a t e : 2/ 1 9 / 2 0 2 6 1 1 : 1 1 A M Fi l e N a m e : G: \ P r o j - 2 0 2 1 \ 2 0 2 1 0 0 1 _ W i t t _ N e l s o n _ A v e \ 2 0 2 1 0 0 1 C A D \ C - 6 . 0 D e t a i l s . d w g Pl o t t e d B y : JE S S I C A M I N K JW Hemingway PUD Nelson Avenue Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2021001 6 SANITARY MANHOLE SCALE: NTS 5 UTILITY CROSSING DETAIL SCALE: NTS 8 FIRE HYDRANT DETAIL SCALE: NTS 7 CONNECTION TO EXISTING WATERMAIN SCALE: NTS Planning Board # XX.XXXX CONCEPTUAL LAYOUT 28 STORMTECH SC-800 CHAMBERS 8 STORMTECH SC-800 END CAPS PROPOSED ELEVATIONS TOP OF STONE:307.50' TOP OF CHAMBER:307.00' 12" MANIFOLD INVERT:305.60' 24" INVERT TO ISOLATOR ROW:304.40' BOTTOM OF CHAMBER:304.25' BOTTOM OF STONE:303.75' PLACE ADS GEOSYNTHETICS 315WK WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS12'-6" MIN. 12" MIN 3 C-6.2 BEDDING STONE DIVERSION STRUCTURE INV. IN: 305.70 INV. OUT (24" ISO): 304.40 INV OUT (12"): 305.60 12" MIN 12 " TY P . PLAN VIEW ISOLATOR ROW 12"X12" 24" FINISHED GRADE PRECAST CONCRETE RISER RING SET IN NON SHRINK GROUT. FRAME AND GRATE CRUSHED STONE NYSDOT TABLE 703-4 SIZE 3 MIRAFI 160N GEOTEXTILE FABRIC, TYP. BOTH SIDES. DO NOT PLACE UNDER DRYWELL. 12 " PRECAST CONCRETE DRYWELL FOOTING PRECAST CONCRETE DRY WELL 8" T O P 24" DIA. 6'-0" 6' - 0 " 1 1 NOTE: WHERE MORE THAN 1 DRYWELL IS USED IN ONE LOCATION, PROVIDE 12" MIN. STONE BETWEEN DRYWELLS. INLET PIPE (IF APPLICABLE) 18" 12" NYLOPLAST INLINE DRAIN BODY WITH SOLID HINGED COVER PART# 2712AG6IP* SOLID COVER: 1299CGC* 6" SDR-35 PIPE 6" INSERTA TEE, CENTERED ON CORRUGATION CREST. PART# 6P26FBSTIP* SC-800 CHAMBER *THE PART# 2712AG6IPKIT CAN BE USED TO ORDER ALL NECESSARY COMPONENTS FOR A SOLID LID INSPECTION PORT INSTALLATION IN PAVEMENT IN LAWN AREA 8" CONCRETE COLLAR (PAVEMENT ONLY) TOPSOIL FRAME AND GRATEYARD DRAIN 12" Ø MIN. COMPACTED SUBGRADE CRUSHED STONE STRUCTURAL FILL FINISH GRADE 3' - 0 " M I N . 3' O R 4 ' C CLEAR OP'NING AS R E Q ' D 4'-0" ID MIN. 5" 12 " O . C . 2' - 6 " M A X . 2'-6" 8"8" 6"SU M P CAST IRON MANHOLE FRAME AND COVER LABELED "STORM" PRECAST CONCRETE GRADE ADJUSTMENTS 6" MIN. TO 20" MAX. NO CONCRETE BRICK SHIM COURSES PRECAST CONCRETE SECTIONS - 4000 PSI AT 28 DAYS, AIR - ENTRAINED JOINTS BUTYL SEALED - INDUSTRY STD. OR A.O.B.E SIZE AND LOCATION OF PIPES AS SPECIFIED REINFORCED PLASTIC NON-SLIP STEPS PER NYSDOT 725-02.01 FINISHED GRADE CONE EXTENSIONS AS REQ'D TO ADJUST TO FINISHED GRADE. \ USE PRECAST UNITS ECCENTRIC CONE SECTION RISER SECTION BOTTOM SECTION NTS2/25/2026 BCSBCS DBH C-6.2 Site Details Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. JW Hemmingway, LLC 563 North Broadway Saratoga Springs, NY 12866 Sa v e D a t e : 2/ 2 5 / 2 0 2 6 1 2 : 4 2 P M Fi l e N a m e : G: \ P r o j - 2 0 2 1 \ 2 0 2 1 0 0 1 _ W i t t _ N e l s o n _ A v e \ 2 0 2 1 0 0 1 C A D \ C - 6 . 0 D e t a i l s . d w g Pl o t t e d B y : BR E T T S T R O M JW Hemingway PUD Nelson Avenue Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2021001 1 UNDERGROUND INFITRATION CHAMBERS LAYOUT SCALE: NTS 30" 18" MIN. 12" TYP51" 6" MIN. 6" MIN 9" MIN. NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE 12" MIN END CAP CRUSHED STONE NYSDOT TABLE 703-4 TYPE 3 SUITABLE FILL AS SPECIFIED UNDISTURBED SUBGRADE DIVERSION STRUCTURE HDPE ACCESS PIPE, SIZE AS NOTED. USE FACTORY PRE-CORED END CAPS. COVER PIPE CONNECTION TO END CAP WITH NON-WOVEN GEOTEXTILE, 5' MIN. WIDE 2 LAYERS OF WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS. 5' MIN. WIDE CONTINUOUS FABRIC WITHOUT SEAMS END CAP ASPHALT PAVEMENT, SPECIFIED SC-800 STORM CHAMBERS 4.0' I.D. ADJUST FRAME TO GRADE WITH 4"H (12"H MAX.) PRECAST REINFORCED CONCRETE GRADE EXTENSION RING (AASHTO H20-44 LIVE LOAD RATED) & NON-SHRINKING CEMENT MORTAR. HEAVY DUTY FRAME & COVER EJIW 1322 OR APPROVED EQUAL LABELED "STORM" FINISHED GRADE 4.0' I.D. PRECAST REINFORCED CONCRETE STRUCTURE (AASHTO H20-44 LIVE LOAD RATED) 12" SUMP, TYP. NON-SHRINKING CEMENT MORTAR PLACED ALL ROUND PIPE, TYP. BUTYL ROPE SEALANT BETWEEN PRECAST CONCRETE SECTIONS, TYP. 12" 6" 8" 6" 30"Ø OPENING FLOW 15" MANIFOLD INV. OUT: 305.60' FLOW FLOW ISOLATOR ROW FL O W FLOW SECTION PLAN 15" INLET PIPE INV. IN: 305.70' 12"Ø MANIFOLD INV. IN: 305.60' CRUSHED STONE UNEXCAVATED/ UNDISTURBED EARTH 4 DRYWELL DETAIL SCALE: NTS 6 INSPECTION PORT SCALE: NTS 7 YARD DRAIN SCALE: NTS 3 ISOLATOR ROW DETAIL SCALE: NTS 2 UNDERGROUND INFILTRATION CHAMBERS SCALE: NTS 24"Ø ISOLATOR ROW INV. IN: 304.40' 24"Ø ISOLATOR ROW INVERT IN. 304.40' SECTIONS 3" 6" 6" 3'- 0 " 3'-6" M I N . B'A' A-A' ** 2'-6" MIN. I.D.**6" B-B' *30" MIN. SUMP N.T.S.CONCRETE - 4000 PSI @ 28 DAYS MIN. REINFORCMENT - 6x6 - 10/10 WWM ALL FOUR SIDES AND BOTTOM (CONFORM TO ASTM STD. A-615) ALLOW 2" FOR FINAL ADJUSTMENT OF FRAME NOTES: 1. ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20. STORM SEWER PIPE TO BE MORTARED IN PLACE WITH NON-SHRINK GROUTHEAVY DUTY FRAME AND GRATE 3'- 6 " M I N . TO 6 ' - 0 " A B 2'-6" MIN. I.D.** FRAME TO BE MORTARED TO TOP OF CATCH BASIN WITH NON-SHRINK GROUT ALLOW 2" FOR FINAL ADJUSTMENT OF FRAME KNOCKOUT PANEL EACH SIDE 12" CRUSHED STONE ON UNDISTURBED SUBGRADE 9 STORMWATER MANHOLE SCALE: NTS 5 DIVERSION STRUCTURE SCALE: NTS 8 CATCH BASIN (KNOCKOUT STRUCTURE) SCALE: NTS 15" INLET PIPE INVERT IN. 305.70' Planning Board # XX.XXXX CONTRACTOR RESPONSIBLE FOR KEEPING TREE PLUMB. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. STAKING NOT ALWAYS REQUIRED. IF STAKING, INSTALL 2"X2" SQ. OR 3" DIA. HARD OR SOFT WOOD STAKES, IN ACCORDANCE WITH THE SPECIFICATIONS. (3) STAKES REQUIRED FOR TREES LESS THAN 2" CALIPER. LOOP ARBORTIE AROUND STAKE AND TREE STEM BELOW LOWEST BRANCH. DO NOT WRAP ARBOTIE AROUND AS IT WILL GIRDLE THE TRUNK 3" DEPTH SHREDDED BARK MULCH; PULL AWAY FROM TRUNK. 3" HT. PLANTING SOIL SAUCER, COMPACTED PLANTING SOIL AS SPECIFIED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. FOLD BURLAP. 6" NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92%. (POORLY DRAINED SOILS ONLY) UNDISTURBED SUBGRADE ROOT FLARE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE. EQ.EQ. 45° 2'-0" MIN. NOTES: TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. NEVER CUT A LEADER. TREE SHALL BE PLUMB & STRAIGHT. 12 " EQ.EQ. UNDISTURBED SUBGRADE NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. AMENDED PLANTING MIX, COMPACTED 3" HT. PLANTING MIX SAUCER 3" Ø X 2'-0" CEDAR STAKES, 3 PER TREE, DRIVEN IN AT A 25° ANGLE; STAKES TO BE OUTSIDE OF TREE PIT. INSTALL 3 GUYS PER TREE EQUALLY SPACED AROUND ROOTBALL. ATTACH 1/8" GALV. STEEL CABLES @ 2/3 HEIGHT OF TREE. PROVIDE REINFORCED RUBBER HOSE TO ENCASE CABLE AROUND TRUNK. SECURE ALL ENDS OF CABLE W/ GALV. CLAMPS. GALV.TURNBUCKLE >1 PER CABLE 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL AWAY FROM TRUNK. 2'-0" SPACE SHRUBS AS INDICATED ON PLANS 12" MIN. 18 " M I N . 3" DEPTH SHREDDED BARK MULCH; PULL AWAY FROM ROOT FLARE. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL PLANT SHRUBS IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL UNDISTURBED SUBGRADE ROOT FLARE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE 6" MI N FACE TO FACE OF POSTS 4' - 0 " 7'-10 1/4" 4' - 0 " 12" BALL TYPE POST CAP FENCE POST RAIL SUPPORT BRACKET INDUSTRIAL DRIVE RIVET 1" SQ. TUBE PICKETS 1 3/8" x 1 1/2" U-CHANNEL 12" DIA. 3000 PSI (MIN.) CONCRETE FOOTING, TYP. GATES TO BE CONSTRUCTED OF 4"X4" TUBULAR METAL POSTS W/ 3"X3" TUBULAR SUPPORT MEMBERS SEE HINGE & LATCH DETAIL ENLARGEMENTS HINGE DETAIL (SEE ENLARGEMENT) 4"X4" TUBULAR METAL POSTS (TYP) 3"X3" TUBULAR SUPPORT MEMBERSLATCH DETAIL (SEEENLARGEMENT) PLAN HINGE DETAIL LATCH DETAIL 1" Ø CAP IN PAVEMENT 8" DIAM. WHEEL W/ SEALED BEARINGS ANCHORED TO END OF EA. GATE POST W/ THRU BOLTS, WASHERS, NUTS & COTTER PIN 5/8" 18" J-BOLT LATCH W/ ANCHORS 5/8" Ø MALE J-BOLT 3/4" STEEL PIPE WELDED TO ANCHOR PLATE & BOLTED TO DOOR 4"X4" GATE POST 3"X3" TUBULAR SUPPORT MEMBER (TYP) NOTE: PROVIDE 3 HINGES @ EA DOOR, SPACED 16" O.C. NOTES: 1.ALL FASTENERS TO BE STAINLESS STEEL 2.SEE LAYOUT PLAN FOR LOCATION & ORIENTATION OF STRUCTURE. 3.PROVIDE SHOP DRAWINGS PRIOR TO ORDERING ANY MATERIALS COUNTER SINK NUT & WASHERS @ BOTH ENDS 4"X4" TUBULAR METAL POST 6' MAX. SPACE EVENLY BETWEEN END POSTS 6' - 0 " 6" X 6" POSTS 3" PYRAMID POST CAP, SECURE WITH FASTENERS FENCE PANEL 4' - 0 " 12" DIA. CONCRETE FOOTING, 3000 PSI (MIN.) 6" CRUSHED STONE HEAVY DUTY CONCRETE PAD 1" X 4" BOARDS FLAT CAP 1" X 4" CROSS RAILS, MORTISE AND TENON RAILS INTO POSTS. 3' - 8 " NOTES: 1. ALL LUMBER SHALL BE NO 1. SAWN NORTHERN WHITE CEDAR 2. ALL FASTENERS SHALL BE GALVANIZED STEEL 3. PROVIDE SHOP DRAWING FOR REVIEW 4. PAINT FENCE GREEN, COLOR AND PAINT TO MATCH BUILDING FENCE GATE 10'-0" COMMERCIAL GRADE HEAVY DUTY CANE BOLT, 1 PER GATE LEAF COMMERCIAL GRADE HEAVY DUTY HINGES COMMERCIAL GRADE HEAVY DUTY LATCH CORE CONCRETE TO ACCEPT CANE BOLTS AT BOTH OPEN AND CLOSED POSITIONS 1' - 0 " DIAGONAL LATTICE TOPPER, 2 1 2" OPENINGS 2'-0"3'-0"2'-0" VA R I E S D E P E N D I N G O N L O C A T I O N ; S E E P L A N POUROUS PAVERS GRASS 10 C-6.0 NTS2/25/2026 BCSBCS DBH C-6.3 Site Details Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. JW Hemmingway, LLC 563 North Broadway Saratoga Springs, NY 12866 Sa v e D a t e : 2/ 1 9 / 2 0 2 6 1 1 : 1 1 A M Fi l e N a m e : G: \ P r o j - 2 0 2 1 \ 2 0 2 1 0 0 1 _ W i t t _ N e l s o n _ A v e \ 2 0 2 1 0 0 1 C A D \ C - 6 . 0 D e t a i l s . d w g Pl o t t e d B y : JE S S I C A M I N K JW Hemingway PUD Nelson Avenue Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2021001 4 BOLLARD LIGHT SCALE: NTS 1 TREE PLANTING SCALE: NTS 2 EVERGREEN TREE SCALE: NTS 3 SHRUB PLANTING SCALE: NTS Planning Board # XX.XXXX 5 4' DECORATIVE METAL FENCE SCALE: NTS 6 GATE DETAIL SCALE: NTS 7 6' DECORATIVE STOCKAGE FENCE SCALE: NTS 8 PAVER STRIP SCALE: NTS