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HomeMy WebLinkAbout20250566 33-35 Caroline St Site Plan Preliminary Engineer's Report 09022025 PRELIMINARY ENGINEER’S REPORT for DEMPSEY DEVELOPMENT 33-35 Caroline Street City of Saratoga Springs, Saratoga County, New York July 3, 2025 Revised August 26, 2025 Prepared by: 17 Computer Drive West, Albany, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.bohlereng.com No. NYB250046 TABLE OF CONTENTS SECTION I Introduction II Project Description A) Existing Site Conditions B) Proposed Site Conditions III Utilities A) Water B) Sanitary Sewer Appendices: A) Site Development Plans B) Site Survey C) Water Load Letter prepared by Zade Engineering LLC D) Sewer Flow Calculations Letter prepared by Zade Engineering LLC. I. Introduction Dempsey Development is proposing the construction of a 6-story mixed use (commercial and residential) building with a total gross floor area of ±28,000 sq. ft. The project site is located at 33-35 Caroline Street in the City of Saratoga Springs, NY. II. Project Description: A) Existing Site Conditions The site, until recently, was occupied by an Auto Repair business and a Pizza Restaurant. Access to the site is provided from Caroline Street and Pavillion Place. The site is surrounded by various similar mixed used and residential developments. B) Proposed Site Conditions The applicant is proposing construction of a mixed used commercial and residential development. The project will include reconstruction of sidewalks, new utility connections, and other associated appurtenances. Indoor parking is also being proposed as a part of the project. The project would connect to the Saratoga County Sewer District sanitary sewer system and the City's water system. III. Utilities: A) Water The proposed ±28,000 sq. ft facility will be serviced by a proposed 6” fire service line from the existing 6” main located within Pavillion Place and an existing domestic water service off the 4” water main within Caroline Street that is proposed to be reused. Water line will be equipped with back flow preventors and pressure regulators as required. Water service in this area is under the jurisdiction of the City of Saratoga Springs. B) Sanitary Sewer Sanitary sewer service for the proposed facilities is proposed via an 8” SDR-35 gravity sewer service connection to the existing 12-inch sewer main along Caroline Street. Based on the attached Sewer Flow Calculation Letter, total expected flow is ±8,600 GPD. Daily Sewage Flow Rates (Refer to the attached Sewer Flow Letter): 44 Beds@ 110 gal/bed/day = 4,400 GPD Potential Restaurant: 60 seats @35 gal/seat/day = 2,100 FPD Potential Restaurant: 60 seats @35 gal/seat/day = 2,100 FPD Total GPD = 8,600 gpd Peak Flow (peak factor 4.0) = 23.9 gpm It is anticipated that the existing 12-inch sewer main within Caroline Street has the capacity to handle flows from the proposed project. We are unaware of any capacity issues within the existing sewer system that would prevent a connection. PA V I L I O N P L A C E N2 6 ° 2 7 ' 2 5 " E 9 3 . 4 5 ' S63°29'35"E 89.00' S2 6 ° 1 6 ' 2 0 " W 8 9 . 5 0 ' S2 6 ° 3 5 ' 0 9 " W 9 3 . 4 4 ' N2 6 ° 3 5 ' 0 9 " E 9 3 . 4 4 ' 43.59'45.41' 43.38' S30°38'22"W 3.95' 2.41' 16.79' S63°30'00"E 19.20' N63°30'00"W 108.20' CAROLINE STREET GARAGE ENTRANCE PROP DOOR (TYP) 92 . 8 ' 105.5' .1' .2 ' .3 ' .04' .2' PROPOSED MIXED USE BUILDING FIRST FLOOR GROSS FLOOR = ±9,315 SF TOTAL BUILDING GROSS FLOOR = ±57,813 SF (REFER TO ARCH PLANS) LIMIT OF PROPOSED SIDEWALK AND CURB PROPOSED TRANSITION CURB (TYP) PROPOSED CURB (TYP) APPROXIMATE SAWCUT BOUNDARY (TYP) APPROXIMATE LIMIT OF DISTURBANCE (TYP) PROPOSED TRANSITION CURB (TYP) PROPOSED FLUSH CURB (TYP) LIMIT OF PROPOSED SIDEWALK AND CURB REFER TO ARCH PLANS FOR RAMP DESIGN PROP CONC SIDEWALK (TYP) EXISTING LOT LINES TO BE REMOVED AND LOTS TO BE CONSOLIDATED PROP CONC SIDEWALK (TYP) PROP FLUSH CURB (TYP) LO D LOD L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LOD LO D L O D L O D L O D L O D L O D L O D L O D LOD LOD LO D L O D L O D L O D LO D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LO D LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D APPROXIMATE LIMIT OF DISTURBANCE (TYP.) APPROXIMATE LIMIT OF DISTURBANCE (TYP.) PROPOSED SAWCUT (TYP.) PROPOSED SAWCUT (TYP.) LIMIT OF PROPOSED SIDEWALK AND CURB FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITHIN SAWCUT AREAS FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITHIN SAWCUT AREAS LIMIT OF PROPOSED SIDEWALK AND CURB (GC TO PROVIDE COMPLIANT CONNECTION TO EXISTING SIDEWALK) PROPOSED TRANSITION CURB (TYP.) FFE = 278.00 ALL WORK WITHIN CITY ROW TO BE COORDINATED WITH CITY PRIOR TO CONSTRUCTION ALL WORK WITHIN CITY ROW TO BE COORDINATED WITH CITY PRIOR TO CONSTRUCTION PROPOSED WALL/EXPOSED FOUNDATION; GC TO COORDINATE WALL DESIGN WITH ARCHITECT AND GEOTECH ENGINEER PRIOR TO CONSTRUCTION AND PROVIDE WALL DRAWINGS TO THE EOR (TYP). PROPOSED WALL / EXPOSED FOUNDATION; L; GC TO COORDINATE WALL DESIGN WITH ARCHITECT AND GEOTECH ENGINEER PRIOR TO CONSTRUCTION AND PROVIDE WALL DRAWINGS TO THE EOR (TYP). PROPOSED WALL/EXPOSED FOUNDATION; GC TO COORDINATE WALL DESIGN WITH ARCHITECT AND GEOTECH ENGINEER PRIOR TO CONSTRUCTION AND PROVIDE WALL DRAWINGS TO THE EOR (TYP).PROPOSED TRANSITION CURB (TYP.) PROPOSED FLUSH CURB (TYP.) EXISTING COMM MANHOLE TO BE RESET TO PROPOSED GRADE. GC TO COORDINATE WITH UTILITY PROVIDER PRIOR TO CONSTRUCTION EXISTING CATCH BASIN TO REMAIN PROP ONE (1) AMERICAN HORNBEAM TREE. SEE DETAIL SHEET FOR TREE PLANTING DETAIL PROP ONE (1) AMERICAN HORNBEAM TREE. SEE DETAIL SHEET FOR TREE PLANTING DETAIL PROP DECORATIVE LIGHT POLE. REFER TO LIGHTING PLAN FOR DETAIL EXISTING LIGHT POLE TO REMAIN EXISTING LIGHT POLE TO REMAIN © 2025 M i c r o s o f t C o r p o r a t i o n © 2 0 2 5 M a x a r © C N E S ( 2 0 2 5 ) D i s t r i b u t i o n A i r b u s D S © 2025 M i c r o s o f t C o r p o r a t i o n © 2 0 2 5 M a x a r © C N E S ( 2 0 2 5 ) D i s t r i b u t i o n A i r b u s D S © 2025 M i c r o s o f t C o r p o r a t i o n © 2 0 2 5 M a x a r © C N E S ( 2 0 2 5 ) D i s t r i b u t i o n A i r b u s D S 0 SCALE:1" = 10' 10 102.55 C-301 SITE & LANDSCAPE PLANTHIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 1 S I T E JS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250046.00-0A SJR CVM 6/12/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS DEMPSEY DEVELOPMENT PROPOSED DEVELOPMENT 33-35 CAROLINE STREET CITY OF SARATOGA SARATOGA COUNTY, NEW YORK SEC: 165.60 | BLK: 1 | LOTS: 27,28,29 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 07/23/2025 PER MEP AND ARCH COORDINATION VR CVM 08/26/2025 PER CITY COMMENT JRS CVM 08/26/2025 PERMIT SET 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone:(518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Call before you dig. W E S NA D 8 3 NA D 8 3 REFERENCES 1.BASE CAD FILE, DATED MAY 31, 2024, PREPARED BY THOMPSON-FLEMING LAND SURVEYORS, P.C. 2.BASE CAD FILE, TITLED '3-13-25 CAROLINE ST 26 UNITS,' PREPARED BY 686 ARCHITECTS. ZONING TABLE ZONE: UC - URBAN CORE ZONING DISTRICT (T-6) USE: MIXED-USE ADDRESS: 33-35 CAROLINE STREET, CITY OF SARATOGA, SARATOGA COUNTY, NY SECTION: 165.60 BLOCK: 1 LOTS: 27, 28, 29 APPLICANT/ OWNER INFORMATION APPLICANT: DEMPSEY DEVELOPMENT 54 MINOT STREET DORCHESTER, MA 02122 PROPERTY OWNER: OLDEST LIGHTHOUSE, LLC 12 STRATTON STREET SARATOGA SPRINGS, NY 12866 BULK REQUIREMENTS ITEM CODE PERMITTED EXISTING (COMBINED LOTS)PROPOSED MIN SETBACK FROM A LOT LINE ABUTTING ANY PUBLIC RIGHT-OF-WAY TABLE 4-C COMMERCIAL MIXED-USE DISTRICT DIMENSIONAL STANDARDS RIGHT-OF-WAY ≥ 40' --> 0' TO 12' BUILD-TO ZONE 0.1' (TO CAROLINE STREET) 0' (TO PAVILION PLACE) 0.3' (TO CAROLINE STREET) 0.2' (TO PAVILION PLACE) MIN SIDE YARD TABLE 4-C COMMERCIAL MIXED-USE DISTRICT DIMENSIONAL STANDARDS 0'22.8' (TO NORTH) 2.4' (TO EAST) 0.2' (TO NORTH) 0.1' (TO EAST) MIN REAR YARD TABLE 4-C COMMERCIAL MIXED-USE DISTRICT DIMENSIONAL STANDARDS 0'N/A N/A MAX BUILDING HEIGHT TABLE 4-C COMMERCIAL MIXED-USE DISTRICT DIMENSIONAL STANDARDS 44'±15'±64' MIN BUILDING HEIGHT TABLE 4-C COMMERCIAL MIXED-USE DISTRICT DIMENSIONAL STANDARDS 24'±15'63'-6" MIN. BUILDING HEIGHT STEPBACK TABLE 4-C COMMERCIAL MIXED-USE DISTRICT DIMENSIONAL STANDARDS 10'N/A 10'-6" MIN BUILD-OUT PERCENTAGE § 000-000 80%±60.4%±89% NOTES: 1.MAX BUILDING HEIGHT = 1.1 TIMES THE WIDTH OF THE RIGHT-OF-WAY OR 70', WHICHEVER IS LESS. A HEIGHT BONUS MAY BE APPROVED (REFER TO SECTION 4.4B OF THE UNIFIED DEVELOPMENT ORDINANCE (UDO)). HEIGHT BONUS OBTAINED ON 12/12/2024. PARKING REQUIREMENTS ITEM CODE PERMITTED EXISTING PROPOSED MIN STALL SIZE TABLE 10-A 9' X 18'N/A 9' X 18' MIN AISLE WIDTH TABLE 10-A 24'N/A 24' MIN NUMBER OF STALLS TABLE 10-C PARKING NOT REQUIRED N/A 36 SPACES SITE VICINITY MAP PROPERTY 300' BUFFER SCALE: 1"=150' (1) CAROLINE STREET PA V I L I O N P L A C E PA V I L I O N P L A C E N2 6 ° 2 7 ' 2 5 " E 9 3 . 4 5 ' S63°29'35"E 89.00' S2 6 ° 1 6 ' 2 0 " W 8 9 . 5 0 ' S2 6 ° 3 5 ' 0 9 " W 9 3 . 4 4 ' N2 6 ° 3 5 ' 0 9 " E 9 3 . 4 4 ' 43.59'45.41' 43.38' S30°38'22"W 3.95' 2.41' 16.79' S63°30'00"E 19.20' N63°30'00"W 108.20' CAROLINE STREET GARAGE ENTRANCE PROP DOOR (TYP) PROPOSED MIXED USE BUILDING FIRST FLOOR GROSS FLOOR = ±9,315 SF TOTAL BUILDING GROSS FLOOR = ±57,813 SF (REFER TO ARCH PLANS) LO D LOD L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LOD LO D L O D L O D L O D L O D L O D L O D L O D LOD LOD LO D L O D L O D L O D LO D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LO D LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D F STM STM STM PROP 10" ROOF STORM DRAIN (HDPE). GC TO COORDINATE CONNECTION TO EXIST BOX CULVERT WITH THE CITY PRIOR TO CONSTRUCTION S S S S G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 276 275 276 277 LO D ME|G 275.38 ME|G 274.88 ME|G 274.83 ME|G 274.00 ME|G 277.81 G 277.97G 278.00 G 277.94 G 277.97 G 278.00 G 278.00 G 277.97 G 277.97 G 278.00G 278.00 G 277.97 G 278.00 G 278.00 G 277.98 G 278.00 G 277.98 G 277.18 ME|BC 274.76 TC 276.99 BC 276.49 TC 277.87 BC 277.37 TC 277.90 BC 277.40 TC 278.16 BC 277.66 TC 278.10 BC 277.60 TC 277.92 BC 277.42 TC 277.85 BC 277.35 TC 277.91 BC 277.24 TC 277.82 BC 277.15 TC 277.74 BC 277.07 TC 277.89 BC 277.39 TC 277.64 BC 277.14 G 278.00 ME|G 275.89 ME|G 276.34 ME|G 276.17 ME|G 276.87 ME|G 277.30 ME|G 278.28 ME|G 277.17 ME|G 277.14 G 277.34 G 277.99 G 277.98 TC=BC 277.99 TC=BC 277.94 ME|G 275.52 ME|G 275.52 G 278.00 G 278.00 G 278.00 G 278.00 G 278.00 G 278.00 ME|G 277.41 ME|G 277.44 G 278.00 ME|G 277.45 ME|G 277.22 ME|G 277.47ME|G 277.87 MAX 2% CROSS SLOPE AND 5% RUNNING SLOPE IN ALL SIDEWALK AREAS (TYP.) APPROXIMATE LIMIT OF DISTURBANCE (TYP.) APPROXIMATE LIMIT OF DISTURBANCE (TYP.) PROPOSED SAWCUT (TYP.) PROPOSED SAWCUT (TYP.) MAX 2% CROSS SLOPE IN ALL ACCESSIBLE LANDING AREAS (TYP.) LIMIT OF PROPOSED SIDEWALK AND CURB FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITHIN SAWCUT AREAS FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITHIN SAWCUT AREAS REFER TO ARCH PLANS FOR RAMP DESIGN LIMIT OF PROPOSED SIDEWALK AND CURB (GC TO PROVIDE COMPLIANT CONNECTION TO EXISTING SIDEWALK) PROPOSED TRANSITION CURB (TYP.) FFE = 278.00 ALL WORK WITHIN CITY ROW TO BE COORDINATED WITH CITY PRIOR TO CONSTRUCTION ALL WORK WITHIN CITY ROW TO BE COORDINATED WITH CITY PRIOR TO CONSTRUCTION PROPOSED WALL/EXPOSED FOUNDATION; GC TO COORDINATE WALL DESIGN WITH ARCHITECT AND GEOTECH ENGINEER PRIOR TO CONSTRUCTION AND PROVIDE WALL DRAWINGS TO THE EOR (TYP). PROPOSED WALL / EXPOSED FOUNDATION; L; GC TO COORDINATE WALL DESIGN WITH ARCHITECT AND GEOTECH ENGINEER PRIOR TO CONSTRUCTION AND PROVIDE WALL DRAWINGS TO THE EOR (TYP). PROPOSED WALL/EXPOSED FOUNDATION; GC TO COORDINATE WALL DESIGN WITH ARCHITECT AND GEOTECH ENGINEER PRIOR TO CONSTRUCTION AND PROVIDE WALL DRAWINGS TO THE EOR (TYP).PROPOSED TRANSITION CURB (TYP.) PROPOSED FLUSH CURB (TYP.) EXISTING COMM MANHOLE TO BE RESET TO PROPOSED GRADE. GC TO COORDINATE WITH UTILITY PROVIDER PRIOR TO CONSTRUCTION EXISTING LIGHT POLE TO REMAIN (TYP) EXISTING SIGN TO BE RESET TO PROPOSED GRADE EXISTING CATCH BASIN TO REMAINME|G 278.96 ME|G 278.55 ME|G 278.04 ME|G 277.58 ME|G 278.38 277 27 8 278 TC=BC 276.19 TC=BC 274.91 G 275.45 G 276.74 0 SCALE:1" = 10' 20 10510 C-401 GRADING & DRAINAGE PLANTHIS PLAN TO BE UTILIZED FOR GRADING, DRAINAGE AND UTILITIES PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 4 0 1 G R D R JS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250046.00-0A SJR CVM 6/12/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS DEMPSEY DEVELOPMENT PROPOSED DEVELOPMENT 33-35 CAROLINE STREET CITY OF SARATOGA SARATOGA COUNTY, NEW YORK SEC: 165.60 | BLK: 1 | LOTS: 27,28,29 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 07/23/2025 PER MEP AND ARCH COORDINATION VR CVM 08/26/2025 PER CITY COMMENT JRS CVM 08/26/2025 PERMIT SET 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone:(518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Call before you dig. W E S NA D 8 3 NA D 8 3 PA V I L I O N P L A C E N2 6 ° 2 7 ' 2 5 " E 9 3 . 4 5 ' S63°29'35"E 89.00' S2 6 ° 1 6 ' 2 0 " W 8 9 . 5 0 ' S2 6 ° 3 5 ' 0 9 " W 9 3 . 4 4 ' N2 6 ° 3 5 ' 0 9 " E 9 3 . 4 4 ' 43.59'45.41' 43.38' S30°38'22"W 3.95' 2.41' 16.79' S63°30'00"E 19.20' N63°30'00"W 108.20' CAROLINE STREET GARAGE ENTRANCE PROP DOOR (TYP) EXISTING HYDRANT PROPOSED MIXED USE BUILDING FIRST FLOOR GROSS FLOOR = ±9,315 SF TOTAL BUILDING GROSS FLOOR = ±57,813 SF (REFER TO ARCH PLANS) LO D LOD L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LOD LO D L O D L O D L O D L O D L O D L O D L O D LOD LOD LO D L O D L O D L O D LO D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LO D LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D F PROP 6" FIRE SERVICE. GC TO COORDINATE WITH THE UTILITY PROVIDER PRIOR TO CONSTRUCTION. STM STM STM PROP 10" ROOF STORM DRAIN (HDPE). GC TO COORDINATE CONNECTION TO EXIST BOX CULVERT WITH THE CITY PRIOR TO CONSTRUCTION S S S S PROP 8" SDR35 SEWER SERVICE INTO EXISTING MANHOLE. GC TO COORDINATE WITH THE UTILITY PROVIDER PRIOR TO CONSTRUCTION PROP REUSE OF EXISTING WATER SERVICE. GC TO VERIFY SIZE/CONDITION AND COORDINATE WITH THE UTILITY PROVIDER PRIOR TO CONSTRUCTION. G G PROP GAS SERVICE AND GAS METER BANK. MEP TO CONFIRM GAS MAIN CONNECTION POINT AND METER LOCATIONS. GC TO COORDINATE WITH UTILITY PROVIDER. PROP UNDERGROUND VAULT FOR ELECTRIC SERVICE. REFER TO PLANS BY ELECTRICAL ENGINEER FOR ALL REQUIREMENTS. GC TO CONFIRM SERVICE REQUIREMENTS, CONNECTION LOCATION AND UTILITY CONFIGURATION WITH UTILITY PROVIDER PRIOR TO CONSTRUCTION. PROP UNDERGROUND ELECTRIC CONDUIT. GC TO COORDINATE TRENCHING AND INSTALLATION WITH CITY AND UTILITY PROVIDER PRIOR TO CONSTRUCTION. . CONNECTION TO EXISTING ELECTRIC. GC TO COORDINATE OLD SERVICE REMOVAL AND NEW SERVICE INSTALLATION WITH UTILITY PROVIDER PRIOR TO CONSTRUCTION. E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E REFER TO ELECTRICAL PLANS BY OTHERS FOR PENETRATION LOCATION AT THE BUILDING. PROP UNDERGROUND ELECTRICAL CONDUIT. GC TO COORDINATE WITH ELECTRIC PLANS AND UTILITY PROVIDER PRIOR TO CONSTRUCTION. PROP UTILITY CROSSING. 18" MIN VERTICAL CLEARANCE REQUIRED. PROP UTILITY CROSSING. 18" MIN VERTICAL CLEARANCE REQUIRED. PROP UTILITY CROSSING. 18" MIN VERTICAL CLEARANCE REQUIRED. PROP UTILITY CROSSING. 18" MIN VERTICAL CLEARANCE REQUIRED. PROP UTILITY CROSSING. 18" MIN VERTICAL CLEARANCE REQUIRED. 4" DOMESTIC SERVICE FROM EXISTING MAIN. .REFER TO MEP AND ARCH PLANS FOR FINAL LOCATION. GC TO COORDINATE WITH THE UTILITY PROVIDER PRIOR TO CONSTRUCTION. NON FREEZE HOSE BIBB; REFER TO PLUMBING PLANS BY OTHERS NON FREEZE HOSE BIBB; REFER TO PLUMBING PLANS BY OTHERS NON FREEZE HOSE BIBB; REFER TO PLUMBING PLANS BY OTHERS NON FREEZE HOSE BIBB; REFER TO PLUMBING PLANS BY OTHERS EXISTING WATER SERVICE TO REMAIN AND BE REUSED. REFER TO ARCH AND MEP PLANS 0 SCALE:1" = 10' 10 102.55 C-501 UTILITY PLAN THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 5 0 1 U T I L JS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250046.00-0A SJR CVM 6/12/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS DEMPSEY DEVELOPMENT PROPOSED DEVELOPMENT 33-35 CAROLINE STREET CITY OF SARATOGA SARATOGA COUNTY, NEW YORK SEC: 165.60 | BLK: 1 | LOTS: 27,28,29 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 07/23/2025 PER MEP AND ARCH COORDINATION VR CVM 08/26/2025 PER CITY COMMENT JRS CVM 08/26/2025 PERMIT SET 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone:(518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Call before you dig. W E S NA D 8 3 NA D 8 3 REFERENCES 1.BASE CAD FILE, DATED MAY 31, 2024, PREPARED BY THOMPSON-FLEMING LAND SURVEYORS, P.C. 2.BASE CAD FILE, TITLED '3-13-25 CAROLINE ST 26 UNITS,' PREPARED BY 686 ARCHITECTS. PA V I L I O N P L A C E N2 6 ° 2 7 ' 2 5 " E 9 3 . 4 5 ' S63°29'35"E 89.00' S2 6 ° 1 6 ' 2 0 " W 8 9 . 5 0 ' S2 6 ° 3 5 ' 0 9 " W 9 3 . 4 4 ' N2 6 ° 3 5 ' 0 9 " E 9 3 . 4 4 ' 43.59'45.41' 43.38' S30°38'22"W 3.95' 2.41' 16.79' S63°30'00"E 19.20' N63°30'00"W 108.20' CAROLINE STREET GARAGE ENTRANCE PROP DOOR (TYP) PROPOSED MIXED USE BUILDING FIRST FLOOR GROSS FLOOR = ±9,315 SF TOTAL BUILDING GROSS FLOOR = ±57,813 SF (REFER TO ARCH PLANS) LO D LOD L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LOD LO D L O D L O D L O D L O D L O D L O D L O D LOD LOD LO D L O D L O D L O D LO D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LO D LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D F STM STM STM S S S S G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E PROP. FILTER SACK ON EXISTING CATCH BASIN SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF PROPOSED SILT FENCE (TYP.) 276 275 276 277 LO D APPROXIMATE LIMIT OF DISTURBANCE (TYP.) APPROXIMATE LIMIT OF DISTURBANCE (TYP.) AREA OF DISTURBANCE = ±0.31 ACRES PROPOSED SAWCUT (TYP.) PROPOSED SAWCUT (TYP.) EDGE OF PROPOSED SILT FENCE 277 27 8 278 C-801 SOIL EROSION AND SEDIMENT CONTROL PLANTHIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 8 0 1 E R O S JS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250046.00-0A SJR CVM 6/12/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS DEMPSEY DEVELOPMENT PROPOSED DEVELOPMENT 33-35 CAROLINE STREET CITY OF SARATOGA SARATOGA COUNTY, NEW YORK SEC: 165.60 | BLK: 1 | LOTS: 27,28,29 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 07/23/2025 PER MEP AND ARCH COORDINATION VR CVM 08/26/2025 PER CITY COMMENT JRS CVM 08/26/2025 PERMIT SET 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone:(518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Call before you dig. 0 SCALE:1" = 10' 20 10510 EROSION AND SEDIMENT CONTROL NOTES 1.ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE AS SET FORTH IN THE MOST CURRENT STATE SEDIMENT AND EROSION CONTROL MANUAL. 2.THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED CONDITION FOR A MINIMUM TIME. AREAS SHALL BE PERMANENTLY STABILIZED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. AT A MINIMUM, AREAS SHALL BE PERMANENTLY STABILIZED ACCORDING TO THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (REFERRED TO AS THE "BLUE BOOK"), OR IN THE ABSENCE OF THE BLUE BOOK, THEY SHALL BE PERMANENTLY STABILIZED WITHIN 14 DAYS OF FINAL GRADING AND TEMPORARILY STABILIZED WITHIN 30 DAYS OF INITIAL DISTURBANCE OF THE SOIL. IF THE DISTURBANCE IS WITHIN 100 FEET OF A STREAM OR POND, THE AREA SHALL BE STABILIZED WITHIN 7 DAYS OR PRIOR TO ANY STORM EVENT (THIS WOULD INCLUDE WETLANDS). 3.SEDIMENT BARRIERS (SILT FENCE, STRAW BARRIERS, ETC.) SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE OF THE CONTRIBUTING DRAINAGE AREA ABOVE THEM. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 8%. 4.INSTALL SILTATION BARRIER AT TOE OF SLOPE TO FILTER SILT FROM RUNOFF. SEE SILTATION BARRIER DETAILS FOR PROPER INSTALLATION. SILTATION BARRIER WILL REMAIN IN PLACE PER NOTE #5. 5.ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY 7 DAYS AND IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL OR SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION OR DECOMPOSITION. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS UPSLOPE ARE PERMANENTLY STABILIZED. FOR SEDIMENT CONTROL DEVICES THAT ARE WITHIN AREAS SUBJECT TO CONSERVATION COMMISSION JURISDICTION, THE DEVICES SHALL REMAIN IN PLACE AND BE REMOVED IN ACCORDANCE WITH THE ORDER OF CONDITIONS. 6.NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2:1) UNLESS OTHERWISE INDICATED ON THE PLANS. SLOPE PROTECTION FOR SLOPES GREATER THAN 2:1 SHALL BE DESIGNED BY A GEOTECHINCAL ENGINEER. 7.IF FINAL SEEDING OF THE DISTURBED AREAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST, USE TEMPORARY MULCH (DORMANT SEEDING MAY BE ATTEMPTED AS WELL) TO PROTECT THE SITE AND DELAY SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD. 8.TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST TO PROTECT FROM SPRING RUNOFF PROBLEMS. 9.DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL STANDARDS. 10.REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION EXCEPT AS NOTED ABOVE. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED WILL BE GRADED, SMOOTHED, AND PREPARED FOR FINAL SEEDING AS FOLLOWS: 10.1.SIX INCHES, OR DEPTH SPECIFIED ON THE LANDSCAPE PLAN, OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND SMOOTHED TO A UNIFORM SURFACE. 10.2.APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 800 LB PER ACRE OR 18.4 LB PER 1,000 SF USING 10-20-20 OR EQUIVALENT. APPLY GROUND LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) AT A RATE OF 3 TONS PER ACRE (138 LB PER1,000 SF). 10.3.FOLLOWING SEED BED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED TO A MIXTURE OF 47% CREEPING RED FESCUE, 5% REDTOP, AND 48% TALL FESCUE. THE LAWN AREAS WILL BE SEEDED TO A PREMIUM TURF MIXTURE OF 44% KENTUCKY BLUE-GRASS, 44% CREEPING RED FESCUE, AND 12% PERENNIAL RYEGRASS: SEEDING RATE IS 1.03 LBS PER 1,000 SF LAWN. QUALITY SOD MAY BE SUBSTITUTED FOR SEED WHERE SLOPES DO NOT EXCEED 2:1, SOD ON SLOPES STEEPER THAN 3:1 SHOULD BE PEGGED. 10.4.STRAW MULCH AT THE RATE OF 70-90 LBS PER 1,000 SF. A HYDRO-APPLICATION OF WOOD OR PAPER FIBER SHALL BE APPLIED FOLLOWING SEEDING. A SUITABLE NON-TOXIC BINDER WILL BE USED ON STRAW MULCH FOR WIND CONTROL. 11.ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE IS 70% STABILIZED. FOR EROSION CONTROL MEASURES THAT ARE WITHIN AREAS SUBJECT TO CONSERVATION COMMISSION JURISDICTION, THE MEASURES SHALL REMAIN IN PLACE AND BE REMOVED IN ACCORDANCE WITH THE ORDER OF CONDITIONS. 12.WETLANDS WILL BE PROTECTED WITH BARRIERS CONSISTING OF STRAW BALES, COMPOST TUBES, SILT FENCE OR A COMBINATION THEREOF. 13.ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL HAVE AN EXPOSURE WINDOW OF NOT MORE THAN 7 DAYS. 14.ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL FOLLOW APPROPRIATE EROSION CONTROL MEASURES PRIOR TO EACH STORM IF NOT BEING ACTIVELY WORKED: LOCATION MULCH MULCH RATE (1000 SF) PROTECTED AREA STRAW 100 POUNDS WINDY AREA SHREDDED OR CHOPPED CORNSTALKS 185-275 POUNDS STRAW (ANCHORED)*100 POUNDS MODERATE TO HIGH JUTE MESH OR EXCELSIOR MAT AS REQUIRED VELOCITY AREAS OR STEEP SLOPES GREATER THAN 3:1 GREATER THAN 3:1 (REFER TO GEOTECHNICAL REPORT FOR FINAL DESIGN REQUIREMENT) * A HYDRO-APPLICATION OF WOOD OR PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING. A SUITABLE NON-TOXIC BINDER SHALL BE USED TO ADDITIONAL WIND CONTROL. MULCH ANCHORING: ANCHOR MULCH WITH PEG AND TWINE (1 SQ. YD/BLOCK); MULCH NETTING (AS PER MANUFACTURER); WOOD CELLULOSE FIBER (750 LBS/ACRE); CHEMICAL TACK (AS PER MANUFACTURER'S SPECIFICATIONS); USE OF A SERRATED STRAIGHT DISK. WETTING FOR SMALL AREAS AND ROAD DITCHES MAY BE PERMITTED. 15.STOCKPILING OF MATERIALS (DIRT, WOOD, CONSTRUCTION MATERIALS, ETC.) MUST REMAIN COVERED AT ALL TIMES TO MINIMIZE ANY DUST PROBLEMS THAT MAY OCCUR WITH ADJACENT PROPERTIES AND TO PROVIDE MAXIMUM PROTECTION AGAINST EROSION RUNOFF. 16.EXISTING CATCH BASIN STRUCTURES SHALL BE PROTECTED UNTIL SUCH TIME AS THEY ARE REMOVED. 17.THE CONTRACTOR MUST PERFORM DEWATERING (IF REQUIRED), IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN AND PAY FOR THE COSTS ASSOCIATED WITH ANY AND ALL NECESSARY DISCHARGE PERMITS ASSOCIATED WITH SAME. 18.THE CONTRACTOR MUST LOCATE CONSTRUCTION WASTE MATERIAL STORAGE AREAS TO MINIMIZE EXPOSURE TO STORMWATER. THE CONTRACTOR MUST IMMEDIATELY PLACE CONSTRUCTION WASTE IN ON-SITE STORAGE CONTAINERS UNTIL THAT CONSTRUCTION WASTE IS READY FOR OFF-SITE DISPOSAL. THE CONTRACTOR MUST MAINTAIN SPILL PREVENTION AND RESPONSE EQUIPMENT AND MAKE SAME CONTINUOUSLY AVAILABLE ON-SITE FOR USE BY THE CONTRACTOR'S EMPLOYEES WHO MUST BE PROPERLY TRAINED IN THE APPLICATION OF SPILL PREVENTION AND RESPONSE PROCEDURES. 19.EROSION CONTROL NOTES DURING WINTER CONSTRUCTION 20.WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15. 21.WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT THE AMOUNT OF AREA OPEN AT ONE TIME IS MINIMIZED TO THE MAXIMUM EXTENT PRACTICABLE AND IN CONFORMANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN SUCH THAT ADEQUATE PROVISIONS ARE EMPLOYED TO CONTROL STORMWATER RUNOFF. 22.CONTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE AREA BEING WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROL PROTECTION AS LISTED IN ITEM 2 ABOVE. 23.AN AREA SHALL BE CONSIDERED TO HAVE BEEN TEMPORARILY STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER MULCHED WITH STRAW OR STRAW AT A RATE OF 100 LB. PER 1,000 SQUARE FEET (WITH OR WITHOUT SEEDING) OR DORMANT SEEDED, MULCHED AND ADEQUATELY ANCHORED BY AN APPROVED ANCHORING TECHNIQUE. 24.FOR AREAS WHERE CONSTRUCTION ACTIVITIES HAVE CEASED FOR A PERIOD EXCEEDING 14 DAYS BETWEEN THE DATES OF NOVEMBER 1ST AND APRIL 1ST, LOAM OR SEED WILL NOT BE REQUIRED. THE SLOPES SHALL BE FINE GRADED AND EITHER PROTECTED WITH MULCH OR TEMPORARILY SEEDED. IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED AND IS SMOOTH, THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200-300% HIGHER THAN SPECIFIED FOR PERMANENT SEED AND THEN MULCHED AS APPLICABLE. SLOPES SHALL NOT BE LEFT UNSTABILIZED OVER THE WINTER OR IN AREAS WHERE WORK HAS CEASED FOR MORE THAN 14 DAYS UNLESS TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER CONDITIONS ALLOW DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE TREATMENT, EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF SEDIMENT BARRIERS OR STONE CHECK DAMS IN ACCORDANCE WITH THE STANDARD DETAILS. 25.MULCHING REQUIREMENTS: 25.1.BETWEEN THE DATES OF NOVEMBER 1ST AND APRIL 15TH ALL MULCH SHALL BE ANCHORED BY EITHER PEG LINE, MULCH NETTING OR WOOD CELLULOSE FIBER. 25.2.MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPE EXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%. 25.3.MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15%. AFTER OCTOBER 1ST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%. 26.ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE STORMWATER PREVENTION PLAN. 27.DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND MULCHING PRIOR TO PLACEMENT. GENERAL EROSION AND SEDIMENT CONTROL NOTES 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.EROSION CONTROL MEASURES MUST CONFORM TO THE STATE, LOCAL, AND FEDERAL GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. 3.THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY 0.82 ACRES. 4.THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: 4.1.STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON-SITE. 4.2.SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AND SOIL STOCKPILES. 4.3.INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. 5.INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 6.THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6” OR HALF THE OF THE EROSION CONTROL BARRIER'S HEIGHT COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 7.THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 8.THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 9.THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10.THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 11.THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 12.THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 13.THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14.THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 15.THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF-SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 16.SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 17.THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. BACKFILL SILT FENCE (3' WIDE) FABRIC POST BACKFILL FILTER FABRIC SLAT POST POST FILTER FABRIC SLAT BACKFILL 6"MIN LAP NATIVE SOIL 1-1/2" x 1-1/2" POST FABRIC WOOD OR PLASTIC SLAT STAPLED THROUGH FABRIC TO POST 24 " M I N 12" MIN (12" MAX IN ROCKY SOIL.) NOTES: 1.EXCAVATE A 6"x6" TRENCH ALONG THE LINE OF EROSION CONTROL OF THE SITE. 2.UNROLL SILTATION FENCE AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM) WALL OF THE TRENCH (NET SIDE AWAY FROM FLOW DIRECTION). 3.DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS LAYING ACROSS THE TRENCH BOTTOM. 4.LAY THE TOE-IN FLAP OF THE FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, BACKFILL ALSO BE ACCOMPLISHED BY LAYING FABRIC FLAP ON UNDISTURBED GROUND AND PILING & TAMPING FILL AT THE BASE. PERSPECTIVE OF FENCETOE-IN METHODS DETAIL OF POST ATTACHMENT PRE-ASSEMBLED PRIOR TO INSTALLATION FLOW SILT FENCE NOT TO SCALE(NE-O040101 - 09/2023) PROFILE VIEW OF INSTALLED FILTER SACK ISOMETRIC VIEW SECTION VIEW SECURE LIFTING LOOPS TO OR UNDER SURROUNDING SURFACEFINISH GRADE OVERFLOW HOLES 2"X2"X3/4" RUBBER BLOCK (TYP.) OR FLAT WASHERS 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT D 1/ 2 D 1/ 4 D INLET GRATE LOOPS SIZED FOR 1" REBAR. LIFT FILTER BAG FROM INLET USING REBAR FOR HANDLES OVERFLOW HOLES GEOTEXTILE BAG 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT LOOPS SIZED FOR 1" REBAR. USE REBAR FOR A HANDLE TO EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION.DE P T H = D LE N G T H = L SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS GRAB TENSILE ELONGATION ASTM D-4632 20% PUNCTURE ASTM D-4833 135 LBS MULLEN BURST ASTM D-3786 420 PSI TRAPEZOID TEAR ASTM D-4533 45 LBS UV RESISTANCE ASTM D-4355 90 % APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 1.5 SEC -1 WIDT H = W 1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 2.GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE. 3.PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLS ARE A CONCERN. 4. INSPECT PER REGULATORY REQUIREMENTS. 5.THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX. 6.THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 24 INCHES AND 36 INCHES. 7.THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX. 8.FOR INLET WITH CURB PIECE OPENING, THE CURB PIECE OPENING SHALL BE BLOCKED SO ALL STORMWATER RUNOFF WILL BE FILTERED THROUGH THE FILTER SACK. INLET FILTER SACK N.T.S. W E S NA D 8 3 NA D 8 3 C-901 CONSTRUCTION DETAILS DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 6 . 0 0 - 0 A - D E T A I L - - - - - > L A Y O U T : C - 9 0 1 D E T L JS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250046.00-0A-DETAIL SJR CVM 6/12/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS DEMPSEY DEVELOPMENT PROPOSED DEVELOPMENT 33-35 CAROLINE STREET CITY OF SARATOGA SARATOGA COUNTY, NEW YORK SEC: 165.60 | BLK: 1 | LOTS: 27,28,29 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 07/23/2025 PER MEP AND ARCH COORDINATION VR CVM 08/26/2025 PER CITY COMMENT JRS CVM 08/26/2025 PERMIT SET 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone:(518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Call before you dig. 3' TAPER _' CURB BREAK 3' TAPER GU T T E R P A N (I F S P E C I F I E D ) 3' R I P - R A P P A D 3' TAPER _' CURB BREAK 3' TAPER ELEVATION PLAN PAVED SURFACE/ CONC. PAD CURB, SEE SITE PLAN FOR TYPE 1" RADIUS CURB BREAK NOT TO SCALE (BE-S029901 - 01/2025) NOTES: 1.ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFILLED WITH ADDITIONAL GRAVEL BASE. 2.DUMMY JOINTS (FORMED) SHALL BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS. 3.THE 6" CURB REVEAL IS TYPICAL. CONTRACTOR TO REVIEW GRADING PLAN FOR AREAS WHERE REVEAL IS TO BE MODIFIED. 4.PROVIDE CONTROL JOINTS 5'-0" O.C. MIN. & EXPANSION JOINTS SHALL BE RECESSED 1 4" FROM THE FRONT FACE AND TOP OF THE CURB. REFER TO SIDEWALK CONSTRUCTION JOINT DETAILS. 5.PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ADJACENT TO AND AROUND EXISTING STRUCTURES. 6.MIN CROSS SLOPE 1/4" PER FOOT PITCHED AWAY FROM BUILDING. 7.PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT INTERFACE WITH BUILDING. REFER TO ARCH PLANS AT DOOR LOCATIONS. 1.5% (2% MAX.) SLOPE (TYP.) 5" 6" (SEE SITE PLAN) 10" 18 " 6" SEE PAVEMENT DETAIL 4,500 PSI AIR ENTRAINED CONC. @ 28 DAYS (BROOM FINISH) 6" X 6" W2.9 X W2.9" W.W.F.COMPACTED SUBGRADE MATERIAL COMPACTED GRAVEL BASE TACK COAT 1 1 2. 5 " MONOLITHIC CURB AND SIDEWALK NOT TO SCALE (BE-S030201 - 01/2025) 1.5" RADIUS 4' MIN (SEE SITE PLAN) 2" NOTE: 1.CROSS SLOPE 1/4" PER FOOT PITCHED TOWARD ROADWAY, DRIVEWAY, OR PARKING AREA IN NON ACCESSIBLE ROUTES. 2.FOR ACCESSIBLE ROUTES THE CROSS SLOPE, LONGITUDINAL (RUNNING) SLOPE AND WIDTH SHALL COMPLY WITH FEDERAL, LOCAL AND STATE ACCESSIBILITY REQUIREMENTS. REFER TO GENERAL NOTES SHEET FOR ADDITIONAL ADA INSTRUCTIONS. 3.PROVIDE CONTROL JOINTS 5'-0" O.C. MIN. & EXPANSION JOINTS 20'-0" O.C. MIN. REFER TO SIDEWALK CONSTRUCTION JOINT DETAILS. 4.PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ADJACENT TO AND AROUND EXISTING STRUCTURES. 5.MIN CROSS SLOPE 1/4" PER FOOT PITCHED AWAY FROM BUILDING UNLESS OTHERWISE SPECIFIED ON THE DRAWING. 6.PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT INTERFACE WITH BUILDING. REFER TO ARCH PLANS AT DOOR LOCATIONS. 6" COMPACTED STONE BASE 4" THICK CONCRETE, 4,500 PSI, AIR ENTRAINED, 6x6 - w2.9 x w2.9 W.W.F. COMPACTED SUBGRADE PLAN 5' W (S E E S I T E P L A N ) 1/2" DEPTH TYPICAL CONTROL JOINTS CONCRETE SIDEWALK CONCRETE SIDEWALK (WITH REINFORCEMENT) NOT TO SCALE (BE-S030202 - 01/2025) SEE CURB DETAIL 12 " SEE PLAN VARIES. SEE PLAN. NOTES: 1.REFER TO THE "ACCESSIBILITY NOTES" WITHIN THE PLAN SET. 18 " VA R I E S . S E E CU R B D E T A I L PAVEMENT SLOPE VARI E S (SEE PLAN) SECTION A-A TOP OF CURB VARIES. SEE PLAN FOR LOCATIONS. 24" TYP., 12" MIN.FLARE A A CURB FLUSH WITH ROADWAY SURFACE SLOPE TO MATCH RAMP OR LANDING/TURNING SPACE SLOPE ADA FLUSH CURB NOT TO SCALE (BE-S030501 - 08/2023) 18 " PAVEMENT SECTION NOT TO SCALE (NE-S010101 - 04/2025) NOTES: 1.IF THE WEARING COURSE IS BEING PLACED MORE THAN 48 HOURS AFTER THE BINDER COURSE, A TACK COAT CONFORMING TO THE STATE DEPARTMENT OF TRANSPORTATION SHALL BE USED TO ENSURE PROPER ADHESION. 2.SWEEP BINDER COURSE CLEAN OF ALL DEBRIS PRIOR TO PLACING TACK COAT AND ASPHALT. 3.REFER TO GEOTECHNICAL REPORT FOR PAVEMENT SPECIFICATIONS AND ALL INSTALLATION REQUIREMENTS INCLUDING (BUT NOT LIMITED TO) COMPACTION AND NEED FOR GEOTECHNICAL FABRIC (IF REQUIRED). IF THERE ARE ANY DISCREPANCIES BETWEEN THIS DETAIL AND THE GEOTECH REPORT, THE GEOTECH REPORT SHALL GOVERN. 4.IN THE ABSENCE OF A GEOTECHNICAL REPORT THE PAVEMENT COURSES SHALL CONFORM TO STATE DOT SPECIFICATIONS. BITUMINOUS CONC WEARING COURSE 1 SUB-BASE COURSE BITUMINOUS CONC BINDER COURSE 2 3 2 3 1 BITUMINOUS CONC TOP COURSE (LIGHT DUTY=1") (HEAVY DUTY=1.5") BITUMINOUS CONC BINDER COURSE (LIGHT DUTY=2") (HEAVY DUTY=2.5") GRAVEL BORROW SUB-BASE COURSE (LIGHT DUTY=12") (HEAVY DUTY=12") SEE NOTES #1 AND #2 6" 3 4" RADIUS 1" 6" 12 " 6"7"6" 6" ( M I N ) PROP FINISH GRADE. SURFACE TREATMENT VARIES. REFER TO SITE AND/OR LANDSCAPE PLAN. NOTES: 1.CURB SHALL CONSIST OF 4,000 PSI AIR ENTRAINED CONCRETE, EXPOSED EDGES TO HAVE RUBBED FINISH, AND SURFACE SHALL BE TREATED WITH A CONCRETE PENETRANT/SEALER. 2.THE ENDS OF CURB SECTIONS SHALL BE CHAMFERED 1/4 INCH. 3.THE CORNERS OF CURB SECTIONS SHALL MATCH THE ADJACENT CURB IN SIZE, COLOR AND FINISH. 4.CURBS, CURB CORNERS OR EDGING SHALL BE FITTED TOGETHER AS CLOSELY AS POSSIBLE. 5.EXPANSION JOINTS SHALL BE INSTALLED AT A MAXIMUM OF TWENTY FEET (20') ON CENTER USING PREFORMED EXPANSION JOINT FILLER HAVING A THICKNESS OF 1 2 INCH. 6.PAVEMENT SECTION DEPTHS, MATERIAL, AND SPECIFICATIONS PER PAVEMENT SECTION DETAIL. 7.STRAIGHT CURB SECTIONS CAN BE USED FOR RADII 25' OR GREATER. OTHERWISE, CURVED CURB LENGTHS SHALL BE INSTALLED AT THE SPECIFIED RADIUS PER THE SITE PLAN. 8.PROVIDE 1 2 INCH EXPANSION JOINT USING PREFORMED EXPANSION JOINT FILLER WHERE ABUTTING CONCRETE SIDEWALK. 9.STONE MATERIAL SHALL BE CONSISTENT WITH THE CRUSHED STONE BASE COURSE REQUIRED FOR THE PAVEMENT SECTION, OR APPROVED EQUIVALENT. PRECAST CONCRETE CURB NOT TO SCALE (NE-S020201 - 02/2025) SE E P A V E M E N T SE C T I O N FINISH GRADE SEE SIDEWALK DETAIL SEE NOTE #8 SEE NOTE #9 6" OF PAVEMENT COMPRISED OF: 3" CLASS I BITUMINOUS CONCRETE BASE COURSE 3" CLASS I BITUMINOUS CONCRETE TOP COURSE (PLACED IN TWO 1.5" COURSES) EXISTING BITUMINOUS CONCRETE AND BASE MATCH EXISTING GRADESAWCUT & TACK COAT VERTICAL SURFACE AND SEAL JOINT AFTER INSTALLATION OF NEW PAVEMENT (1" MINIMUM OVERLAY) TACK COAT VERTICAL SURFACE AND SEAL JOINT AFTER INSTALLATION OF NEW PAVEMENT (1" MIN OVERLAY) 6" GRAVEL BASE EXISTING BITUMINOUS CONCRETE AND BASE NOTES: 1.FOR WORK WITHIN THE RIGHT-OF-WAY, PAVEMENT BASE AND SUBBASE COURSE SHALL CONFORM TO ALL STATE DOT HIGHWAY DIVISION SPECIFICATIONS NEW EXIST.1' MILL ROADWAY PATCHING NOT TO SCALE (NE-S040104 - 09/2023) EXISTING WATER MAIN TAPPING SLEEVE GATE VALVE & BOX (SEE DETAIL) TAPPING VALVE & BOX CONCRETE THRUST BLOCK UNDISTURBED MATERIAL NOTES: 1.DETAIL FOR GENERAL PURPOSES. GC TO COORDINATE CONNECTION WITH UTILITY COMPANY. TAPPING SLEEVE AND GATE VALVE NOT TO SCALE (NE-U030401 - 11/2024) TYPICAL UTILITY TRENCH NOT TO SCALE (NE-U050201 - 09/2024) (D+2' 3 MIN) 6" IN EARTH HALF SECTION W HALF SECTION D 12" SELECT BACKFILL UNPAVED } PAVED IN ROCK ANY SHEETING DRIVEN BELOW MID-DIA. OF PIPE SHALL BE LEFT IN PLACE MATCH EXISTING PAVEMENT SECTION IF WITHIN EXISTING PAVED AREA WATER, SEWER, OR FORCE MAIN PIPE BACKFILL WITH GRAVEL BEDDING TO MID-DIAMETER WHEN OTHER THAN PVC PIPE IS USED BACKFILL WITH GRAVEL BEDDING 12" OVER PIPE WHEN PVC PIPE IS USED SHEETING (IF REQ'D) TO BE CUT OFF 5' MIN BELOW GROUND & 2' MIN ABOVE TOP OF PIPE 6" TOPSOIL & SEED REFER TO PAVEMENT SECTION DETAIL(S) FOR AREAS WITHIN PROPOSED PAVEMENT FINISHED GRADE SEWER PIPE 45° ELBOWS CLEANOUT/ END PLUG 30° ELBOW CLEANOUT/ END PLUG FLOW ALTERNATE "B" ALTERNATE "A" NOTE: 1. CLEANOUT(S) LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC BEARING FRAME AND COVER. 2. IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BUILDING EXTENSION/CONNECTION. CONCRETE RIM CONCRETE RIM METAL CLEANOUT BOX (NEENAH R-7506 OR EQUIV.) FINISHED GRADE METAL CLEANOUT BOX (NEENAH R-7506 OR EQUIV.) CLEANOUT PER SCDHS NOT TO SCALE (NY-U020202 - 07/2023) F STM STM STM S S S S G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E GARAGE ENTRANCE PROP DOOR (TYP) EXISTING HYDRANT PROPOSED MIXED USE BUILDING FIRST FLOOR GROSS FLOOR = ±9,315 SF TOTAL BUILDING GROSS FLOOR = ±57,813 SF (REFER TO ARCH PLANS) PA V I L I O N P L A C E CAROLINE STREET PROP DECORATIVE LIGHT POLE. SEE THIS SHEET FOR DETAIL EXISTING LIGHT POLE TO REMAIN EXISTING LIGHT POLE TO REMAIN PROP RAMP. REFER TO ARCH PLANS FOR RAMP DESIGN L-201 LIGHTING PLAN THIS PLAN TO BE UTILIZED FOR LIGHTING PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - L L G T - N Y B 2 5 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : L - 2 0 1 L G H T JS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250046.00-0A SJR CVM 6/12/2025 P-CIVL-LLGT SITE DEVELOPMENT PLANS DEMPSEY DEVELOPMENT PROPOSED DEVELOPMENT 33-35 CAROLINE STREET CITY OF SARATOGA SARATOGA COUNTY, NEW YORK SEC: 165.60 | BLK: 1 | LOTS: 27,28,29 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 07/23/2025 PER MEP AND ARCH COORDINATION VR CVM 08/26/2025 PER CITY COMMENT JRS CVM 08/26/2025 PERMIT SET 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone:(518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Call before you dig. 0 SCALE:1" = 10' 10 102.55 THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY REFERENCES 1.BASE CAD FILE, DATED MAY 31, 2024, PREPARED BY THOMPSON-FLEMING LAND SURVEYORS, P.C. 2.BASE CAD FILE, TITLED '3-13-25 CAROLINE ST 26 UNITS,' PREPARED BY 686 ARCHITECTS. GENERAL LIGHTING NOTES (REV. 6/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 3.THE LIGHT LOSS FACTORS (LLF) DEPICTED IN THE LUMINAIRE SCHEDULE ON THIS PLAN ARE BASED ON DATA PROVIDED BY THE MANUFACTURER FOLLOWING IES LM-80-08 TESTING. THE LIGHT LEVELS DEPICTED ON THIS PLAN WERE CALCULATED BASED ON THE LLF LISTED IN THE LUMINAIRE SCHEDULE. 4.THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE VALUES DEPICTED ON THIS PLAN ARE IN FOOTCANDLES (FC). 5.THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING (IF NECESSARY) ACCORDING TO MANUFACTURER RECOMMENDATIONS. FAILURE TO FOLLOW THE ABOVE STEPS COULD RESULT IN IMPROPER LIGHT DISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVED DESIGN. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK, THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE OWNER'S. 6.WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC, ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE. 7.THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWER SYSTEM, CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE ARCHITECT, MEP AND/OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. LIGHT POLE BASES ARE THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS, LAWS AND STATUTES. 8.CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES. 9.IT IS THE LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHITECT OR OWNER REGARDING ANY AND ALL POWER SOURCE(S) , AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. 10.THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. 11.THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE. 12.THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THE REQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES PER STATE REGULATIONS. 13.WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'S UNDERSTANDING AND INTERPRETATION OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS. 14.UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL MAINTENANCE, SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS AND RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL TIMES. Caroline Street Pa v i l i o n P l a c e ZADE ZADE Engineering LLC Consulting Engineers Mohammed Zade Ph.D., P.E. 1 Billings Rd. Quincy, Ma 02171 Muzaffer Muctehitzade M.Sc., P.E Phone: (617) 338-4406 Fax: (617) 451-2540 Email: ZadeCo@AOL.com July 2, 2025 Att: Mr. James Christopher Ref: 35 Caroline Saratoaga, Ma Sbj: Sewer Flow Calculations Dear James, This letter is in regards to the sewer flow calculations based on the referenced project above. The project features 44 bedrooms and 2 commercial tenants with being potential restaurant spaces. Below are daily sewer flow rates. Daily Sewage Flow Rates (per NYSDEC): 44 Bed @ 110 gal per: 4,400 GPD Potential Restaurant: 60 seats @ 35/seat: 2,100 GPD Potential Restaurant: 60 seats @ 35/seat: 2,100 GPD Total: 8,600 GPD If you should have any questions, or require further information, please contact our office. Sincerely, ZADE Engineering LLC Mohammed Zade Ph.D., P.E. Principal ZADE ZADE Engineering LLC. Consulting Engineers Mohammed Zade Ph.D., P.E. 1 Billings Rd., Suite 306 Muzaffer Muctehitzade M.Sc., P.E. Quincy, MA 02171 Phone: (617) 338-4406 Email: zade@zadeengineering.com Att: James Christopher RE: 35 Caroline Street Saratoga Springs, NY 12866 Sbj: Water Load Letter Dear James, This water load letter is in referenced to the above subjected project. This Building consists of 25 residential units and two future restaurant spaces. Based on IPC 2018 Table E103.3(2) we estimate the water demand (Hot and Cold) requirements as follows: Water Demand: Residential (24) Units Item Quantity Factor Total F.U. Kitchen Sink: 25 1.4 35 Dishwasher: 25 1.4 35 Washer: 25 1.4 35 Hose Bib: 4 2.0 8 Bathroom Group(tank) 50 3.6 180 Restaurant (1): Kitchen Sink(public): 3 4.0 4 Water Closet (public flush valve): 4 10.0 40 Lavatory(public): 2 2.0 4 Mop Sink(public): 1 4.0 4 Dishwasher: 1 2 2 Restaurant (2): Kitchen Sink(public): 3 4.0 4 Water Closet (public flush valve): 4 10.0 40 Lavatory(public): 2 2.0 4 Mop Sink(public): 1 4.0 4 Dishwasher: 1 2 2 Total Building FU: 401 Based on IPC 2015 Table E103.3(3) FU corresponds to 107 GPM Provide minimum 3” water service for the building with 2” meter. If you should have any questions, or require further information, please contact our office. Very truly yours, ZADE ENGINEERING LLC Mohammed Zade Ph.D., P.E Principal