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Home My WebLink About20230273 Bishop Subdivision 223 Maple Plans As-Approved (4)SAWCUT LINE - SEE DETAIL SS-6 SEE PAVEMENT SECTION DETAIL SS-5 rr ORIGINAL ASPHALT 12" WEARING COURSE(S) IN PVMT IN TURF PAVEMENT BASE COURSE ``�� ° STRUCTURAL (SEE NOTE 3) 'o SECTION SUBBASE COURSE 12 i A.O.B.E. (SEE NOTE 4) ORIGINAL SUBBASE COURSE J :.- co z _ w w - OUTSIDE CROWN PIPE SPRINGLINE /iiii - BOTTOM O.D. I.D.+3'MAX. NOTES: 1. STREET OPENING PERMIT IS REQUIRED 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE OR SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING 1" SIEVE, 0-15% PASSING 1/2" SIEVE. GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS. PIPE TRENCH - SECTION TRENCH WALLS LAID BACK PER OSHA REQ'MTS OR SHEETING A.O.B.E. 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH BORROW: WELL GRADED INORGANIC GRANULAR SOILS AND/OR ROCK, MAX. 1-1/2" SIZE, NOT MORE THAN 20% BY WEIGHT PASSING #200 SIEVE. OR NATIVE MATERIAL, A.O.B.E. (USE VIBRATORY COMPACTOR WITH 12" LIFTS) ti PIPE ZONE BACKFILL - GRADATION SHALL BE: w "WELL GRADED SAND WITH 3/4" MAX. PARTICLE SIZE AND NOT MORE THAN 10% PASSING #200 SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) PIPE ZONE BEDDING - FOUNDATION STONE TO CONFORM TO N.Y.S. DOT. STANDARD SPEC. 703-02 COARSE AGGREGATE (SEE NOTE 2) UNDISTURBED SUBGRADE OR EXTRA FOUNDATION STONE A.O.B.E. 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: 2-1/2" SIEVE - PASS 100% BY WEIGHT 1-3/4" SIEVE - PASS 95-100% BY WEIGHT 3/4" SIEVE - PASS 60-75% 1 /4" SIEVE - PASS 25-45% #40 SIEVE - PASS 10-25% #100 SIEVE - PASS 3-12% 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 304, TYPE 2. N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1/13/2010 PLANNING BOARD DATE STANDARD DETAIL Pipe Trench SS-6A FINISHED GRADE FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) SEE NOTES u WATER LINE -SANITARY SEWER (GRAVITY OR FORCEMAIN) OR STORM SEWER SEE NOTES NOTES: (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS") WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10'. EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING. MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. UTILITY SEPARATIONS: PARALLEL AND CROSSING N.T.S. APPROVED: DWG No 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK PLANNING BOARD DATE STANDARD DETAIL U t i l i t y Separations W-7 CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE PLANNING BOARD. ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY VARY DUE TO VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE CITY ENGINEER. IF "APPROVED EQUAL" MIXES ARE BEING PROPOSED, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR "APPROVED EQUAL" MIXES SHALL BE PROVIDED WITH TEST RESULTS FROI41 AT LEAST THREE (3) PREVIOUS JOBS. 2. WHEN AIR TEMPERATURES ARE 50 DEGREES FARENHEIT AND BELOW, A NON -CHLORINE ACCELERATOR IS REQUIRED PER A.C.I. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FARENHEIT AND ABOVE, AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.I. 305R-99. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS AND SHALL CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS "A" MIX (OR APPROVED EQUAL). NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZER IS APPROXIMATELY 2 INCHES TO 3 INCHES. 4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PROTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION. 5. ALL SLIP -FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J CONCRETE MIXTURE (OR APPROVED EQUAL). G. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY ENGINEER. APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG NSTANDARD DETAIL o PLANNING BOARD DATE Concrete Specifications SS-7 FINISHED GRADE NOTE: EXPANSION SPACED ALONG Cl MAX. 1/4" RADIUS SEE DETAIL SS-5 FOR PAVEMENT AND GRAVEL SUBASE REQUIREMENTS CAST-IN-PLACE/SLIP FORM CONCRETE CURB SEE CONCRETE SPECIFICATIONS DRAWING SS-7 GRAVEL COMPACTED TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TYPE 1 CURB - CAST -IN -PLACE SLIP FORM CONCRETE AT TURF N.T.S. APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORKWG No PLANNING BOARD DATE STANDARD DETAIL Type 1 Curb SS-15 IF A BUILDING TRAP IS REQUIRED: TREE BELT BROOM FINISH PERPENDICULAR TO WALK COVERED PERFORATED VENT OUTLET FRESH AIR INLET (3" MIN.) FINISHED GRADE 4" CONCRETE -SEE CONCRETE 4" CLEANOUT PLUG SIDEWALK SEE NOTE 4. n : < SPECIFICATIONS - DWG. SS-7 CURB O. o6" X 6" NO 6/6 WOVEN WIRE MESH 4"(MIN.) ROADWAY EXCEPT A.O.B.E. Q.. 6" GRANULAR SUBBASE COURSE CONCRETE SIDEWALK - 3-(MIN.) FINAL GRADE 2'(MAX.) 4'(MAX.) ` • \ \ \ NYS DOT SECT. 304, TYPE 2 //\//\// / COMPACTED TO 95% STANDARD PROCTOR NOTES: \ y�\�\\/� TYPE AT NON -VEHICLE TRAFFIC AREAS TYPE TYPE 2 AT VEHICLE TRAFFIC AREAS (SEE DETAIL SS-8) (PLUS BACKWATER VALVE) / / / / SUBGRADE COMPACTED TO I I IF NO INSIDE CLEANOUT: \\/\\/\\/\\%\ EXPANSION JOINT SPACING 90% STANDARD PROCTOR EXPANSION JOINT 4" WITH RISER TO GRADE 4" CLEANOUT PLUGS CURB BOX MUELLER 5'6" t MODEL H-10314 IN TURF) - 20'-25' O.C. (FULL DEPTH OF CONNECTION z MODEL H-10334 �IN CONCRETE WALK) CONTROL JOINT SPACING - TYPE 1 - TYPICAL PEDESTRIAN TRAFFIC LOADING CONCRETE) ' x TO PUBLIC SEWERj. Z (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) 0 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4° TURF - 2% 1 4 INCH FT BUILDING DRAIN � (/ / ) B LD � I PER FOOT (MAX. SLOPE 1: 50 TYP.) BROOM FINISH PERPENDICULAR TO WALK (MIN. SLOPE) Ln CORPORATION STOP WITH �I CURB STOP TOWARDS STREET OR A.O.B.E. (SEE DETAIL SA-3) COMPRESSION FITTING n MUELLER ORISEAL MODEL H-15209 COMPRESSION MAX. SLOPE ALONG THE LENGTH OF 6" CONCRETE - SEE CONCRETE ASPHALT DRIVEWAY IF REQUIRED: IF REQUIRED SEE NOTE): APPROVED BACKWATER VALVE DOUBLE HAND HOLE BUILDING TRAP, MUELLER H-15008 MODEL H-15219 (W/ DRAIN) 3 4" OR 1" - SIZE AS REQUIRED / (SIZE AS REQUIRED FOR 3/4" OR 1' SERVICE) THE WALK SHOULD NOT EXCEED 1:12 a.> p. ; a . SPECIFICATIONS - DWG. SS-7 CONSTRUCTION JOINT DETAILS TO BE e:<.. ASPHALT COMBINATION "Y" AND 1 8 BEND WITH CLEANOUT OR RUNNING TRAP SUBMITTED AND APPROVED BY �' CITY ENGINEER a' ..p WARP AREA (BOTH 1-1/2" REVEAL(MAX.) SIDES) FOUNDATION WALL APPROVED SLEEVE THROUGH TEMPORARY CAP OR PLUG (AS NECESSARY) SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER 0. . -• 6" X 6" NO. 6/6 WOVEN WIRE MESH C�1R8 0_ N OF i O NjpGE ` ASPHA LT APRON S�C(10 Y wWDSNOF FR BASEMENT FLOOR FOUNDATION WALL w ° 3/4" MIN. SIZE TYPE K 8" GRANULAR SUBBASE COURSE \ EXPANSION ;: :.�� _ MOPDwP, 25q, 5' 45' COPPER PIPE SIZE AS REQUIRED \�\\%\\ NYS DOT SECT. 304, TYPE 2 \/ COMPACTED TO 95% STANDARD PROCTOR RADIUS = 5 MPX' STREET .. p" 3 OR \ \ SUBGRADE COMPACTED TO x 5' o FOOTING �I • WATER MAIN 3/4" OR 1" COPPER TUBING (TYPE K) SOLID CONC. BEARING BLOCK /i//i /iyi//i 90% STANDARD PROCTOR (SIZE AS REQUIRED) OR C.I. FOOT TYPE 2 - VEHICLE TRAFFIC LOADING ACROSS DRIVEWAYS ( TAPER CURB 6" BUILDING SEWER(TYP.) 4" BUILDING DRAIN(TYP.) 6" CONCRETE CURB NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. DROP CURB A T RESIDENTIAL DRIVEWAY CODE FOR ADDITIONAL INFORMATION. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. N • T. S. BUILDING DRAIN LAYOUT N T. S. WATER SERVICE GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: . 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. N. T. S. 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. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No APPROVED: CITY OF SARATOGA SPRINGS NEW YORK DWG No APPROVED: CITY OF SARATOGA SPRINGS NEW YOR DWGNo 1/13/2010 1/13/2010 1/13/2010 1/13/2010 STANDARD DETAIL PLANNING BOARD DATE STANDARD DETAIL Building Drain SA-7 PLANNING BOARD DATE STANDARD DETAIL Water Service W-2 PLANNING BOARD DATE STANDARD DETAIL Concrete Walk Ss-8 PLANNING BOARD DATE Type 1 Driveway (Residential)SS-12 EXISTING SEWER MAIN: ADAPTOR FITTING IF REQ'D END CAP FOR FUTURE TAPPING SADDLE CONNECTION TO BE APPROVED BY D.P.W. 45' OR 30' BEND AS REQ'D NEW SEWER MAIN CONSTRUCTION: 45' OR 60' WYE OR TEE/WYE TO BE APPROVED BY D.P.W. SEWER MAIN BUILDING SEWER LATERAL 6" MIN. SDR 35 PVC CITY PROPERTY C SANITARY SEWER SERVICE - PLAN FINISHED GRADE 45' OR 30' AS REQ*D SANITARY SEWER SERVICE - SECTION PROPERTY LINE, R.O.W. OR EASEMENT LIMIT 2"x 4" x 24" PRESSURE TREATED SET PLUMB AT END OF LATERAL FLAGGED WITH FLOURESCENT COLORED SURVEY RIBBON FOR EASY IDENTIFICATION LATERAL ON PRIVATE PROPERTY - MIN. SCH. 40 PVC PRIVATE PROPERTY N.T.S. 2"x 4"x 24" P.T. STAKE PIPE BEDDING AS REQ'D UNDISTURBED SUB -GRADE NOTES: 1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBILITY. 2.) CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14. 3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY. 4.) ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1/13/2010 STANDARD DETAIL PLANNING BOARD DATE Sanitary Sewer Service SA-3 * AMENDED TOPSOIL MIXTURE SHALL BE IN THE FOLLOWING RATIOS BY VOLUME 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) WRAP: WATERPROOF TREE WRAP APPLY IN 4" WIDE STRIPS MULCH -3" MIN. SAUCER FINISHED GRADE AMENDED TOPSOIL MIXTURE* UNDISTURBED SUBGRADE a NOTES: MAJOR TREES (STREET AND SHADE) SHALL BE 3" MIN. D.B.H. (DIAMETER AT BREAST HEIGHT) MINOR TREES (SMALL ORNAMENTALS) SHALL BE 2" MIN. D.B.H. SEE SUBDIVISION CONSTRUCTION REGULATIONS FOR RECOMMENDED STREET TREE SPECIES. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF SARATOGA SPRINGS: BOTANICAL NAME HEIGHT OR TRUNK DIA. COMMON NAME SPACING TOTAL QUANTITY HOSE WIRE No. 10 GAUGE STAKES 2"-2 1/2" DIA. OR SQ. 8' LONG USE 3 STAKES FOR OVER 2" CAL. 2 STAKES- 2" CAL. & UNDER 12" PIT= BALL DIA. + 24" TREE PLANTING DETAIL N.T.S. APPROVED: DWG No 1/13/2010 CITY OF SARATOGA SPRINGS, NEW PLANNING BOARD DATE STANDARD DETAIL Tree Planting L-1 *DETECTABLE 6" CURB (TYP) - TEXTURE 5' MIN.- CONCRETE SIDEWALK WARNING FLUSH REVEAL -R.O.W. + .VARIES WITH R.O.W. WIDTH 3 -6"MIN. 5' MIN. 1:12 MAX SLOPE MEASURED PERPENDICULAR TO CURB R.O.W' TRANSITION CURB (TYP.) PEDESTRIAN CURB RAMP - TYPE 1 AT STREET CORNER N.T.S. TURF HEAVY BROOM FINISH CONCRETE SIDEWALK FLUSH REVEAL CONCRETE SIDEWALK FLUSH REVEAL * DETECTABLE TEXTURE HEAVY BROOM FINISH (TYP.) * DETECTABLE TEXTURE WARNING WARNING 6" CURB (TYP) 6" CURB (TYP) VARIES S-6" MIN. S. M�3'-6" MIN. R.0 W��y 5' TRANSITION CURB 3' TRANSITION CURB H PEDESTRIAN CURB RAMP - TYPE 3 AT SIDEWALK N.T.S. AT GRASS STRIP N.T.S. *DETECTABLE TEXTURE WARNING TO BE IN THE FORM OF DOMES AS SPECIFIED ON NYSDOT STANDARD SHEET M608-5R2 SHOWN ON DETAIL SS-11. VERIFY LOCATION(S) & TYPE OF DETECTION WITH CITY ENGINEER. APPROVED: TCITY OF SARATOGA SPRINGS, NEW YORKDWG No 1/13/2010 PLANNING BOARD DATE STANDARD DETAIL Pedestrian Curb Ramps Ss-10 PEDESTRIAN CURB RAMP - TYPE 2 APPROVED UNDER AUTHORITY OF A RESOLUTION BY PB #20230273 - ADOPTED JUNE 20, 2023 t BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS s CHAIRPERSON 71 DATE SIGNED _____ ____________ REVISION i 12 Lake Avenue Voice: (518) 587-5665 Saratoga Springs NY Fax : (518) 587-5772 12866 OQ <o _Of w IL (3 of w DZD cn o In < TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT BINDER COURSE - NYSDOT 402.198902-19179 BINDER COURSE H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR. PAVEMENT TOP BINDER GRAVEL ESAL TYPE COURSE COURSE COURSE LEVEL SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR PARKING LOT 1-1/2" 2" 8-10" <0.3 MILLION STANDARD 1-1/2" 3" 12" <30 ROADWAY MILLION HEAVILY TRAVELED/ <30 TRUCK 2 * 4" 12" MILLION LOADING NOTES: * SEE NOTE 2 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. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS.. ASPHALT PAVEMENT N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 4/10/2013 STANDARD DETAIL PLANNING BOARD DATE Asphalt Pavement ss- 5 BISHOP 2 Lot Subdivision # 223 MAPLE AVE., CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY Tax Map: 166.29-1-63 p NASt, SITE DEVELOPMENT DETAILS m Y MARCH 20, 2023 xUF ENGINEERING AMERICA COMPANY 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 (518)587-1340 TONYA L. YASENCHAK, P.E. S-4 dF 4