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20181047 18.056 62-64 Excelsior_ Site Plan_
62-64 Excelsior Ave Site Plan Application 62-64 Excelsior Avenue, Saratoga Springs, New York 12866 VICINITY MAP PROJECT LOCATION MAP Prepared By: The LA GROUP Landscape Architecture & Engineering P.C. Peop%. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Applicant: RR DEPOT LLC, 18 DIVISION STREET, SUITE 401 SARATOGA SPRINGS, NEW YORK 12866 SITE STATISTICS TAX ID / PARCEL NUMBER: PARCEL SIZE: ZONING DISTRICT: MAX. BUILDING HEIGHT MIN. % BUILD OUT ALONG FRONTAGE BUILD -TO -DISTANCE FROM FRONT LOT LINE REAR AND SIDE SETBACKS USES (MAX EACH TENANT) COMMERCIAL: RETAIL EATING & DRINKING EST. PARKING DEMAND 166.29-3-32 0.546 AC TRANSECT -5, NEIGHBORHOOD CENTER (T-5) 50' - 2 STORY MIN. 70% 0' - 12' 0' 3,425 SF 3,285 SF USE SIZE REQUIREMENT/ ZONING SPACES REQUIRED RETAIL / OFFICE EATING & DRINKING 3,425 SF 2 EMPLOYEES 40 SEATS 6 EMPLOYEES 1 SPACE / 300 SF + 1 / 2 EMPLOYEES 1 SPACE / 4 SEATS + 1 / 2 EMPLOYEES 11 SPACES 1 SPACE 10 SPACES 3 SPACES TOTAL REQUIRED 25 SPACES PROVIDED 25 ON-SITE 5 OFF-SITE TOTAL PROVIDED 30 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. 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 SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE DESIGN PROFESSIONAL ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION 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 ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN 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. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR PRIOR TO SUBMISSION OF THE AS -BUILT DRAWINGS. 11. 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. November 21, 2018 SHEET INDEX: S1 L-1 L-2 L-3 L-4 L-5 L-6 A103 COVER SURVEY SITE DEMOLITION, SITE PREPARATION & EROSION, SEDIMENT CONTROL PLAN SITE LAYOUT & MATERIALS PLAN SITE GRADING, DRAINAGE & UTILITY PLAN SITE LIGHTING PLAN SITE DETAILS SITE DETAILS CONCEPT RENDERING SPECIAL USE PERMIT NOTICE OF DETERMINATION WILL ATTACH WHEN DOCUMENT IS AVAILABLE Planning Board # 18.XXX APPROVAL: APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. DATE SIGNED CHAIRPERSON Unauthorized alteration or addition to a survey map bearing a licensed Land Surveyor's Seal is a violation of Section 7209 subdivision 2 of the New York State Education Law. TBM TOP OF BOLT UTIL. POLE ELEV=271.26 Only apparent easements (if any) are shown on this survey. No abstract of title was available. 69.87 a 4 d e e C d X270.33 SAN MH. RIM=269.04 I NV. W.O UT(30"HDPE) = 255.24 INV.E.I N(30"HDPE)=255,34 ° e e d 4 d e 4 4 4 • °d d e d 4 C d C SAN.MH. FORCED MAIN FULL OF WATER RIM=269.22 e a 4 4 4 O 4 e ABANDONED SAN. SEWER SA SA e w W 69.20 " 267.88 w GV X ° E :A:7V • 69 a ° ° 2S 68 a W W w2 EwW w w w X269.71 e ea4 4 d 2eAvenuW°e Excelsior X266.36 ° e 2aw6 o W� < e EASEMENT e TO SARATOGA CO. SEWER DISTRICT Bk949 P431 4 ° °e 4 4 d A.H I289 4 a DEQATIVE TREET LIGHT SA SA SASA 4 - TC268.98 w a e 4 4 a e C:268.52 W w EXISTIK/6" SAN. LATERAL & MATERIAL UNKNOWN 4 \d\ 44 4 e 44 a 20" WATER W S-A SA - ° BC 7.34 EXITING WATERLINE SERVICE C:267.99 a �/ SIZE \BC MATERIAL UNKNOWN . e a 4 44 4 e w e . e e W -tea " SA -SA 44 e 65.30 °ELEC.MH. 4 4 d 4 4 4 X 265.82 ° ed /ea e 4 SAS T B A :266.08 •265.72 4 a TC:269.39 e /\ X 269.69, ° 14 20" N 1A s e e e 4 C O a SPHAI°T a d 4 4 O 4 e 4 4 44 ° SIN "ONE WAY" ° e e SIGN "NO PARKING DRIVEWAY"° �e d Y 4 e e z ,9- '11 o m o� N15X 269.39 "q - (I) "1' O U° e a 44 e d O d° a 8 d SA CRETE \ "SIDE -WALK SA ti e 4. 26 e LAWN rn 4 26n 16.8' GAS METER •=08 a \ 268\ a d Q 268.46 O 268.991 4 e e e d 4 4 4 c6) 4 d 267. cm a ° e /+a C C' ASF HALT d PARKING L\OT \44 e e� 1 eS *269268.98 4 4 A e a 4 e e d° e 4 4 • A 4 �^ a d ° e O p , A d e A A N Lp a 5/• 8"IR. o - 0-0-0 e CCB 269.40 00 00 o6 (C N Li - 1 STORY BLOCK BUILDING FFE=268.58 I I AS P HALT, 44 e 4 4 4 4 4 268.13/ 4 O A o ° e 268.66 „ 4 V SPAC R=3541.20' L=210 .01 D=03* 267.82 n/f City of Saratoga Springs L641 P504 4. 66'WIDE d' d ° e c 4 4 a ° .42 CONC. PAD FOR TR, H BIN° 4 a e d e 4 4 4 4 d 4441.. 4 e 4 267.20 4 o CB' Rim66.28 e Inv 262.56 4d C Co N 4 4 266.41 • O 44267.4Z 44 o 40 AC. ti LAWN ) 6/3/1' ° 267.24 e C d a �ASP++AtT� e o° 266.75 / ti i r°) X2 4.83 to 1 aI iM 265.56 2678 SA W W CB RIM=265.06 INV.SW.(12"HDPE)=262.28 INV.E.(BLACK CORR. PLASTIC HDPE)=262.28 y/ W SA SA TC:265.62 BC 765_09 C 5 ST TC:265.66 BC:265.09 T 0" ' SAN. (SC �Z r \- 21.0' -- T N) I X 265.32 I OVERHANG" 1 266}8 I II I CONC. PAD \I I I CONC. PAD Im I I 6 FDPE 1 01.0% 265.171 X265.18 267.34 0 -o -o -O -o 1 Map Legend o marker found, labeled O utility pole ® water valve overhead wires wood fence chain-link fence sanitary sewer line ST storm line w water line - o- o- O - SA CB RIM=267.22 BOT=253.36 L (2) 7'x9' BOX CULVERTS Deed Reference: Sidney Stark conveyed to RR Depot, LLC Inst. #2018015634 1 LI • I CHAMBER ST 152 L.F. ST12" HDPE 0 1.38% T ST SA CB RIM=264.98 INV=261.98 SA CB RIM=264.67 INV.NW (STUB)=259.72 INV.S=259.82 OUTLET CONTROL STRUCTURE RIM=265.79 INV.N=259.29 INV.SE=262.14 �CB SA SA ST Map References: 1. "As -Built Survey of lands of Sidney Stark" dated May 4, 2001, last revised 12/27/01 by Thompson -Fleming Land Surveyors, P.C. 2. "As -Built Survey of Excelsior East Condominiums" dated June 21, 2017 last revised 12/6/17 by Thompson -Fleming Land Surveyors, P.C. SA ST ST ST SAN.MH. RIM=264.97 INV.IN=256.35 INV.OUT=256.30 i MH Rim=263.1 inv(a)=260.1 inv(b)=259.5 0 z a) F- I, i P:\Bonacio Const, 62-64 Excelsior Ave S18-145\dwg\S18-145 Bonacio Const.dwg O v) .o c _c O o_ p V L , L- 0 Lcn CI -O � � O U C L C -0 CO C CO City of Saratoga Springs, Saratoga County NY U a vi 0 W z a n 1 n 00 Ir) DATE DESCRIPTION REVISIONS DATE: June 4, 2018 JOB NO.: S18-145.24 DRAWN BY: DES CHKD.BY: WMT TAX MAP: 166.29-3-32 SCALE: 1" = 20' 10 0 10 20 S18-145.24 tePlan\01 DemoSitePrepPlan.dwg 6 U N0 0 s (N 01 m 2 o Sao O v - CO CI.0o LLJ O N ~ N O �Na Y C7 T d N m N E z 0 0) L, SA \ M =269.04 =255.24 =255.54 E WO" WATER w SAN. SEW w ABANDON EXCELSIOR AVENUE w w w-0) w ED ER SA SA SA SAN .IV . RIM268,98 SA D= RkTIV- �STR-=T LIGHT w/ w w w w 20" WAT w w SR w w SA SA SA SA SA SA SA SA SA XISTINM 6" SAN. LAT SSIZV& MATERIAL U\ SA SA w w w w w w CONCRETE CURBS TO BE REMOVE -RAL \OWN SA SA SA SA SA SA bA E TC:269.39 EB A \ / / SA SA SA TC:267.99 BC XI TING WAT i. •s'.EM NT CONCRETE CURBS TO BE REMOVED =RLID ER SA/ SA 77 INV,SW.(12"HD INV .=.(BLACK CO _) w STABILIZED CONSTRUCTION ENTRANT E, TYP. TC:266.9-An4/114:7:141 r-‘47:311-1 ‘leg‘tat4U44*:r' -•=•-• x OrTg II �•_•-•__ Xi SA PROPERTY LINE a AAR giro elbis, artil#411141k1-411�ArAral Fs; am ix ribialii ri r 7 SA SA INLET PRO ECTION TC:265 BC:265.0 ST T SA ST 265.66 265.09 w SA ST 262,28 R. 3LASTIC HD w w SA SA ST ST SAWCUT PAVEMENT 9. N R 2 25269.39 264.83 268.66 X 268.17 1 77 267.82\j- - X 267.20 42 CB Rim -g66.28 inv1262,56 /6 "ED �- c 11k5 ©1.0% CONCRETE 765.1 WASHOUT, TYP. C L A RAT B 0\ ER (-)Y9') V V Q V V Q SILT FENCE, TYP. p D=03 2352 R=354 1.20 ' L=2 10 .0 1 ' X 267.82 SF SF S PROPERTY LINE 67.34 )2( 7 PROTECTION NOTES: 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. 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. 5. 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. n/f City of Saratoga Springs 1641 P504 REMOVALS NOTES: 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. SITE PREPARATION NOTES: 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. LEGEND: w c E ST SA w S SF X X X X X X X X X X X X X X> K PROPERTY LINE - SUBJECT SITE PROPERTY LINE - ADJACENT SITES EXISTING GAS LINE EXISTING ABOVE GROUND ELECTRIC EXISTING WATER SERVICE EXISTING STORMWATER EXISTING SANITARY SEWER SAWCUT PAVEMENT SILT FENCE REMOVE ITEM ASPHALT/ CONCRETE REMOVAL STABILIZED CONSTRUCTION ENTRANCE \<0 SA ST SA 76 CB QINA-nj CB RIM=264.67 INV NW (STLB; INV.S=259.82 U A Qc)Nr-)� y � c\ cpU (f) OUTLET CO\TROL STRUCTURE RIM=265.79 NVN=259.29 NVS==262.14 10 5 0 2 4 6 810 Scale: 1" = 10' Planning Board # 18.XXX APPROVAL: APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. CHAIRPERSON DATE SIGNED The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for: RR Depot LLC 18 Division Street, Suite 401 Saratoga Springs, New York 12866 Project Title: 62-64 Excelsior Ave. 62-64 Excelsior Avenue, Saratoga Springs, New York 12866 Project No.: 2018057 Design: KMK Drawn: KMK Ch'k'd: DRC Date: 11/212018 Scale: 1"=10' Rev: Description: Date: Drawing Title Site Demolition, Site Prep & Erosion, Sediment Control Plan Drawing No. L-1 a L a) Os 0 J 0 C) n 0 0 0 n 0 0 N I m h - to 0<0 0 N O LL O W 0 m 0 L O N O • 0- < U• T� N m m E .2 0 m CD 0 CLL EXISTING CONCRETE CURB TO REMAIN 28 EXCELSIOR AVENUE 22.00' As - 0 C) CONCRETE CURB TRANSITION CURB COMMERCIAL DRIVEWAY ENTRANCE 44 c_> BLEND SMOOTHLY WITH EXISTING ASPHALT 4 a 4 ON -STREET PARKING / LOADING ZONE FOR DELIVERIES DURING DESIGNATED HOURS TRANSITION CURB CONCRETE CURB BLEND SMOOTHLY WITH EXISTING ASPHALT CONCRETE PAVEMENT 4 v 4a 4 4 PROPERTY LINE a 4 44 4 4 .s C �w� _- TV AWAV SARATOGA COUNTY SEWER DISTRICT EASEMENT PATIO 12' BUILD TO LINE EXISTING SIDEWALKS 68.25' EXISTING DOOR (5) PLANTERS WITH GREEN SCREEN (6' HT) DECORATIVE FENCE BY ARCHITECT EXISTING DOOR ACCESSIBLE PARKING PAVEMENT KEY EXISTING 1 STORY BUILDING EXISTING 3,425 SF AUTO PARTS STORE TO REMAIN PROPOSED 3,285 SF EATING AND DRINKING ESTABLISHMENT �J/III/, STRIPE FOR EGRESS AISLE EXISTING DOOR ASPHALT PAVEMENT PAVEMENT KEY 24.00' POROUS ASPHALT PAVEMENT a 4 ASPAHLT PAVEMENT CL10 BE RESURFACED 4 • EXISTING CONCRETE PADS TO REMAIN 4 PAVEM7' KEY Ca 5/8"IR LAYOUT NOTES: 9.00' LAWN PROPERTY LINE CONCRETE PAVEMENT DUMPSTER ENCLOSURE EXISTING PAVEMENT TO REMAIN n/f City of Saratoga Springs L641 P504 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. PLANT LIST SYM. QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS / SPACING DECIDUOUS TREES CC 1 Cercis canadensis Eastern Red Bud 4" cal. SEE PLAN QP 3 Quercus paulstris Pin Oak 2"-2.5" cal. SEE PLAN PERENNIALS HH 30 Hendra helix 'Carolina Crinkle' 18"-24" ht. 12" O.C. LEGEND: 4 a 0 0 0 PROPERTY LINE - SUBJECT SITE EXISTING ACCESS EASEMENT ASPHALT PAVEMENT - RESURFACED ASPHALT PAVEMENT POROUS ASPHALT PAVEMENT CONCRETE PAVEMENT CONCRETE CURB TRANSITION CURB FLUSH CURB PAVEMENT KEY DECORATIVE FENCE PARKING COUNT ACCESSIBLE PARKING SPACE LAWN DECIDUOUS TREE 10 5 0 2 4 6 810 Scale: 1" = 10' Planning Board # 18.XXX APPROVAL: APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. CHAIRPERSON DATE SIGNED The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley pa 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for: RR Depot LLC 18 Division Street, Suite 401 Saratoga Springs, New York 12866 Project Title: 62-64 Excelsior Ave. 62-64 Excelsior Avenue, Saratoga Springs, New York 12866 Project No.: 2018057 Design: KMK Drawn: KMK Ch'k'd: DRC Date: 11/21/2018 Scale: 1"=10' Rev: Description: Date: Drawing Title Site Layout & Materials Plan Drawing No. L-2 tePlan\03 GradingDrainageUtilityPlan.dwg SAN H. =269.04 =255.24 =255.34 E -L R 2 \ 270.33 W WO" WATER W W / ABANDONED SAN. SEWER W W X269.71 FIRE HYDRANT APPROXIMATELY 240' FROM EDGE OF PROPERTY ON NORTH SIDE OF EXCELSIOR AVENUE SA SA A SA SA SA SA SA SA X 268.38 vca6siosAA:. EXISETXI 20" WATER L9CATE EXISTING CONNECTION TO VVATER MAIN AND CLOSE C RPORATION VALVE AT THE MAIN, UT LINE 1AFTER VALVE. SFki SA SA CONNECT TO 20" WATER TAPPING SLEEVE, VALVE, AND THRUST BLOCK X 265.82 4" DIP WATER SERVICE SA SA SA SA SA SA SA BC.2 7.34 SA ST SA RIIV =265.06 SA SA ST ST ST ST BC:265.09 X 269.69 20" SA\ SA SA MMAL SA SA SARATOGA COUNTY SEWER DISTRICT EASEMENT SA 3 ST SA SA EXISTING WATER LATERAL CURB BOX TO BE ABANDONED MATCH EXISTING GRADE AL EXISTING PAVEMENT EDGE, TYP. SA ST EXISTING SANITARY SEWER LATERAL 268.75 12' BUILD TO LINE METER 3 xEX ±266.85 X 267. 268.991 INSTALL INTERNAL 50 GPM GREASE TRAP, SEE MEP PLANS EX ±266.90 EXISTING 1 STORY BUILDING _12 X 269.39 LJJ 11.1 THRUST BLOCK EXISTING 3,425 SF AUTO PARTS STORE TO REMAIN PROPOSED 3,285 SF EATING AND DRINKING ESTABLISHMENT X 267 47 ST 152 L.F. ST SA SA E\ --ST CB RIM=264 CB RIlv =264. 67 268.98 co 264.83 267.31 267.20 CB X 268.66 1267.42 265 266.41 co X 266.75 266.35 CHAM3R Tec co 00 5/8"IR PROPERTY LINE )67.34 269.40 267.82 EX ±267.1 266.1 L( 265.9 265.56 265 WATER SYSTEM NOTES: 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0". 2. ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, PAINT SEAL COATED, 350 P.S.I. PRESSURE RATING. 3. 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. 4. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 5. THRUST BLOCKING SHALL COMPLY WITH DETAILS ON THESE DRAWINGS AND CITY STANDARDS. 6. NEW WATER SERVICES FROM MAIN TO CURB STOP SHALL 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. MECHANICAL JOINT TAPPING SLEEVE SHALL CONFORM TO ANSI B16.1, CLASS 125 FLANGE, MSS SP -60 STANDARD, AND ANSI/AWWA C111 STANDARD, AND HAVE A MAXIMUM WORKING PRESSURE OF 200PSIG FOR SERVICES 4 -INCH THRU AND INCLUDING 12 -INCH. 11. MECHANICAL JOINT RESILIENT WEDGE TAPPING VALVES SHALL CONFORM TO AWWA C500 STANDARD AND HAVE A MAXIMUM WORKING PRESSURE OF 200 PSIG. VALVE SHALL BE NON -RISING STEM TYPE AND SHALL OPEN "RIGHT" (CLOCKWISE) 12. WATERLINE SHALL BE CLASS 52 DUCTILE IRON, DOUBLE CEMENT LINED BITUMINOUS COATED CONFORMING TO AWWA/ANSI C151/A21.51, AWWA/ANSI C111/A21.11, AND AWWA/ANSI C104/A21.4. 13. VALVE BOXES A. CAST IRON TWO PIECE VALVE BOX AS MANUFACTURED BY CLOW (MODEL F2494), OR APPROVED EQUAL. B. COVER SHALL BE STAY -PUT TYPE (CLOW MODEL F2490), OR APPROVED EQUAL, AND BE CLEARLY MARKED "WATER". 14. VALVES A. ALL VALVES UNDER 12 INCHES IN DIAMETER SHALL BE MECHANICAL JOINT RESILIENT WEDGE (R/W). 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. C. ALL VALVES SHALL HAVE A MAXIMUM WORKING PRESSURE RATING OF 200 P.S.I.G. D. ALL VALVES SHALL HAVE MECHANICAL JOINT ENDS CONFORMING TO ANSI AS1.10/AS1.11. E. VALVES SHALL OPEN RIGHT (CLOCKWISE) WITH A STANDARD 2 -INCH SQUARE OPERATING NUT WITH ARROW CAST INTO IT INDICATING THE DIRECTION OF OPENING. F. EACH VALVE SHALL BE FURNISHED COMPLETE WITH NECESSARY NUTS, BOLTS, STUDS, AND GASKETS. G. MUELLER A-2360 MJ RESILIENT, OR APPROVED EQUAL. 15. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLAN ARE FOR INFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT DIG SAFELY NY (U.F.P.O.) (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. 16. 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. 17. BACKFLOW PREVENTION DEVICE TO BE INCLUDED WITHIN THE BUILDING. THE BUILDING PERMIT DRAWINGS WILL PROVIDE TYPE AND SPECIFICATION FOR TESTING WITHIN THE BUILDING PERMIT SUBMISSION FROM A MECHANICAL ENGINEERING PROFESSIONAL. TEST PIT DATA TEST PITS CONDUCTED 10/2/15 BY THE LA GROUP. TP -1 0" - 6" TOPSOIL 6" - 32" BROWN SILTY FINE SAND 32" - 84" DARK BROWN/GRAY SILTY SAND 84" - 96" BLACK FINE SAND 96" - 108" CLAY NO GROUNDWATER ENCOUNTERED NO EVIDENCE OF SHGW OBSERVED FALLING HEAD PERMEABILITY TEST: 40 INCHES/HOUR TP -2 0" - 6" TOPSOIL 6" - 24" TAN SILTY SAND 24" - 48" BRICKS, ASH (OLD FILL) 48" - 84" SILTY SAND, BROWN, MOIST NO GROUNDWATER ENCOUNTERED NO EVIDENCE OF SHGW OBSERVED FALLING HEAD PERMEABILITY TEST: 15 INCHES/HOUR GRADING NOTES: 1. SURVEY INFORMATION PROVIDED BY THOMPSON FLEMING LAND SURVEYORS,P.C. BASED ON TOPOGRAPHIC SURVEY MAP DATED MARCH 22, 2018. 2. ALL GRADES SET IN THE FIELD SHALL BE COMPLETED BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL CONDITIONS TO THE OWNER'S REPRESENTATIVE. 4. THE CONTRACTOR SHALL VERIFY PROPOSED GRADES PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. 5. THE CONTRACTOR SHALL PROVIDE DUST AND EROSION CONTROL AS APPROVED BY THE OWNER'S REPRESENTATIVE. 6. THE CONTRACTOR SHALL BLEND ALL NEW EARTHWORK INTO EXISTING GRADES AT THE LIMITS OF GRADING. PROVIDE SMOOTH ROUNDED TRANSITIONS AT ALL TOP AND BOTTOM OF SLOPES. LEGEND: 265 266 265 XXX.XX PROPERTY LINE PROPERTY LINE - ADJACENT SITES MAJOR CONTOUR MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING GAS LINE EXISTING ABOVE GROUND ELECTRIC EXISTING WATER SERVICE EXISTING STORMWATER EXISTING SANITARY SEWER PROPOSED SPOT ELEVATION TEST PIT LOCATION OUTLET CONTROL STRUCTURE RIM =265.79 DO Scale: 1" = 10' Planning Board # 18.XXX APPROVAL: APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. CHAIRPERSON DATE SIGNED The LA GROUP Landscape Architecture &Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for• RR Depot LLC 18 Division Street, Suite 401 Saratoga Springs, New York 12866 Project Title: 62-64 Excelsior Ave. 62-64 Excelsior Avenue, Saratoga Springs, New York 12866 Project No.: 2018057 Design: DBH Drawn: KLT Ch'k'd: DBH Date: 11/21/2018 Scale: 1"=10' Rev: Description: Date: Drawing Title Site Grading, Drainage & Utilities Plan Drawing No. L-3 5/8"IR r w J _zl Lu o_ 0 CC ❑_ /71=y EXCELSIOR AVENUE PROPERTY LINE /////z/Y/itzz SARATOGA COUNTY SEWER DISTRICT EASEMENT +0.1 +0.4 5.6 W1 @ 8' -- 18.1 EXISTING 3,425 SF AUTO PARTS STORE TO REMAIN +0.1 +0.5 +3.2 +6.3 1.8 0.3 1.6 +0.6 EXISTING 1 STORY BUILDING n PROPOSED 3,285 SF EATING AND DRINKING ESTABLISHMENT 1 0.7 +0.3 0. +0. 1.3 +0.4 +0.7 0.2 e/gs 1.3 +0.0 +0.0 .3 � +0.0 +0.0 +C .7 +2.3+0.7 +0.4 +1.4 +2.7 +0.4 +0.3 +0.5 W1 @ 8' +1 .5 4 � +1R +8.6 +1.2+0.5 +1.7 +0.7 +0.9 +0.8 +0.0 +0.0 +0.0 +0.0 f +0.0 +0.0 n/ City of +0.Earola ga +. orin54' L641 P504 +0.0 +0.0 +0.0 +2.9 +2.8 +3.4 +4.1 EIS1 @ 14' 1.1 +0.8 +1.1 +3.1 +6.3 +1.7 +0.5 +0.7 +0.4 OUNTI G HEIGH +1.3 +1.1 +0.5 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.4 +0.2 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 LUMINAIRE SCHEDULE SYMBOL LABEL QTY. MANUFACTURER CATALOG NO. DESCRIPTION LAMP NUMBER LAMPS FILE NAME LUMENS PER LAMP LLF WATTAGE N/A S1 2 LITHONIA LIGHTING DSXO LED P2 40KBLC MVOLT DSXO LED P2 40KBLC MVOLT LED 1 DSXO_LED_P2_40K_ BLC MVOLT.IES 4925 0.9 49 I ❑ W1 4 LITHONIA LIGHTING WST LED P2 40K VF MVOLT WST LED, PERFORMANCE PACKAGE 2 4000 K VISUAL COMFORT FORWARD THROW, MVOLT LED 1 WST_ LED_ P2 40K_ VF_MVOLT.IES 3469 0.9 25 STATISTICS DESCRIPTION SYMBOL AVG. MAX. MIN. MAX./MIN. AVG./MIN. BACK LIGHT SPILL 0.0 FC 0.0 FC 0.0 FC N/A N/A PARKING LOT 1.05 FC 20.2 FC 0.0 FC N/A N/A +0.5 +1.0 +0.3 +0.6 +3.8 3. 1.8 0.8 +0.8 +0.3 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 LEGEND: +0.0 0. 3Nl1 AIH2d02:1d +0.0 +0.0 +0.0 0.0 S1 @ 14' MOUNTING HEIGHT i .0 U 00 0 0.0 0.0 +0.0 +0.0 0.0 0. +0.0 +0.0 0.0 ' 0.0 0.0 +0.0 0.0 0.0 PROPERTY LINE - SUBJECT SITE EXISTING ACCESS EASEMENT o O o DECORATIVE FENCE +0.0 LIGHT POLE, 14' MOUNTING HEIGHT WALL SCONCE LIGHT PROJECTED FOOT CANDLE DECIDUOUS TREE 10 5 0 2 4 6 810 Scale: 1" = 10' Planning Board # 18.XXX APPROVAL: APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. CHAIRPERSON DATE SIGNED The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for: RR Depot LLC 18 Division Street, Suite 401 Saratoga Springs, New York 12866 Project Title: 62-64 Excelsior Ave. 62-64 Excelsior Avenue, Saratoga Springs, New York 12866 Project No.: 2018057 Design: KMK Drawn: KMK Ch'k'd: DRC Date: 11/21/2018 Scale: 1"=10' Rev: Description: Date: Drawing Title Site Lighting Plan Drawing No. L-4 3 0 0) 2 0) N- 0 U 0 0 ou0 O' CO N- 0 2 00 0a0 O N o 0 m o UJ p N ~ N ��a • Tr N � 0z 0 acnLL 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. Lu 0 O J Lu m �.O O 0 CD CD o O o :(184 4 0 0 0 oeo 0� C0aostrcCOO O0 OC -RU 0 0 0 0 iCDO o° oB coaoo oo�oo o��Q EDGE OF EXISTING ROADWAY 0C6jL�0 0 oo oe O o_o O o_o O o 00 00 O r o3( fin o8 �E)° D 00 o 0c, 00 , O a0g09F82, dQOaq d 0 25'-0" 0 CFLcD o o,_So 0 CD a, oC 00 o O C)C5)00 a, oQ 0000 � o�p o o 0 0 0 095=))0 0 o D o 0 o Qp 0 -QC CD a, O 0C=70 00 4q o�0 00p 0 0 Oo o coo 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIAL OVER COMPACTED SUBGRADE STABILIZED CONSTRUCTION ENTRANCE 10' MAX. ci TO ci 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND Lu O FABRIC HT. 05%' PERSPECTIVE VIEW 36" MIN. FENCE POST FILTER FABRIC FILTER FABRIC; FASTENED SECURELY TO FENCE POSTS W/ STAPLES FLOW SCALE: NTS z 2 N z fli.71VNk- EMBED FILTER CLOTH MIN. 6" INTO GROUND Ns - SECTION 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. SILT FENCE ►�i�i�i�i�i#�������i1�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i� •p11����������������������������������������������������������������������� 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. TEMPORARY STOCKPILE 10 MIL PLASTIC LINING STRAW BALES STAKED INTO GROUND 8' (MIN.) 0 1-1/2" 0 0 0 0 0 0 0 1-1/2" 0 - ROADWAY o 0 0 0 0 0 0 0 0 CONCRETE WASHOUT TOP COURSE BINDER COURSE PAVEMENT KEY PROPOSED PAVING z Co CONCRETE WASHOUT NOTE: CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC =i= LINING z -I- N MIM MIM WOOD OR METAL STAKES (2 PER BALE) SCALE: NTS SCALE: NTS 1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT. 2. SIGN INDICATING LOCATION OF CONCRETE WASHOUT SHALL BE PROVIDED AT EACH LOCATION. EXISTING PAVING 0 ULJO o' o��� o c ... 0 0 � OoQQ O . O DQ 0 OL KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT TO REMAIN 1-/2" MINIMUM DEEP KEY INTO EXISTING PAVEMENT COMPACTED BASE MATERIAL COMPACTED SUBGRADE SCALE: NTS SCALE: NTS 0 I- 2 I- m Lu 0 TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407-0102 DILUTED BINDER COURSE - NYSDOT ITEM 402.198902 - 19F9 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 SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR ASPHALT PAVEMENT BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO s WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR 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 1 TYPICAL PEDESTRIAN TRAFFIC LOADING GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 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. PAVEMENT TOP BINDER GRAVEL TYPE COURSE COURSE COURSE PARKING 1-1/2" 2" 8" LOT STANDARD 1-1/2" 3" 12" ROADWAY SCALE: NTS BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO s WOVEN WIRE MESH EXCEPT A.O.B.E. 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR 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 GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROPERTY LINE. PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. COUNTY COMM. OF PUBLIC WORKS. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR ALLEYS. 8'(MIN.) FROM THE EDGE OF SHOULDER. 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD 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. CONCRETE PAVEMENT ON GRADE CONCRETE SIDEWALK FINISHED GRADE 3/4" PREMOLDED EXPANSION JOINT NOTE: EXPANSION JOINTS LOCATED ALONG CURB 10" O.C. MAX. PROVIDE CLEAN SQUARE CORNER WHERE BITUMINOUS WALK ABUTS CURB FINISH GRADE; BITUMINOUS OR LAWN, SEE PLANS POURED -IN-PLACE CONCRETE CURB SEE CONCRETE SPECIFICATIONS GRAVEL COMPACTED TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR 6" CONCRETE CURB TRANSITION CURB 3' 1/2" RADIUS FINISH GRADE os TRANSITION CURB SECTION d a a a SCALE: NTS po9 4,000 PSI o CAST -IN-PLACE CONCRETE 0�0 OY' CURB n0000 0 111-111,,-111111- 111111 '11111 11111- 6" 6" 6" FLUSH CURB IN PAVING COMPACTED GRAVEL BASE NYSDOT SECT. 304, TYPE 2 SCALE: NTS SCALE: NTS CONCRETE SIDEWALK & APRON TYPE 1 AT NON -VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLE TRAFFIC AREAS TAPER CURB (AS NECESSARY) EXPANSION JOINT (TYP.) FULL DEPTH OF PAVEMENT CONCRETE APRON SEE CONCRETE SPECIFICATIONS RADIUS 5' MIN STREET WARPED PAVEMENT AREA (TYP. BOTH SIDES) DROP CURB AT COMMERCIAL DRIVEWAY FREE STANDING VAN ACCESSIBLE SIGN TO MEET ANSI STDS. (4'0" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). SIGN SHALL NOT BE OBSCURED BY A VEHICLE IN THIS SPACE. NOTE: MAXIMUM SLOP WITHIN ACCESSIBLE PARKING AND/OR STRIPED AREA SHALL NOT EXCEED 1:50 (2%) TURF 6" CONCRETE CURB 104 TRANSITION CURB BOTH SIDES 1-1/2" REVEAL SCALE: NTS FREE STANDING "NO PARKING" SIGN TO MEET ANSI STDS. (12X18" MIN. SIZE. 4'0" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). ACCESSIBLE PARKING CONCRETE WALK 0 ANSI STANDARD HANDICAP SYMBOL NO -PARKING STRIP PAINTED WITH 4" DIAGONAL LINES ACCESSIBLE PARKING SYMBOL 4" POROUS ASPHALT -\ PAVEMENT SURFACE COURSE PG 76-22P 1" CHOKER COURSE: No. 57 STONE 0000:,,C.Vso'viji.•:•=lititryilerl.:_ iii--: :' !iron *1'1 Ai •= -nn i !n= :.: •0,..,;:i. iii 0000 8" BED DEPTH, CLEAN UNIFORMLY 00 0 0 0 0 0 0 GRADED COARSE AGGREGATE, 0000000000 PLACED IN (2) LIFTS: No. 3 STONE 0000000000 0000000000 0000000000 0??? 000 0 0 3" No. 57 STONE /- 4" WIDE PARKING LINES PAINTED WHITE NON -ACCESSIBLE PARKING SPACE (TYP.) NOTE: PROVIDE 1 ACCESSIBLE SPACE IN EVERY 25 PARKING SPACES UP TO 100, 1 HANDICAP SPACE IN EVERY SPACES OVER 100. (AS PER N.Y.S. BLDG. CODE). NOTES: ALL PAINT TO BE COLOR BLUE AND AS SPECIFIED THE NEW SYMBOL DOES NOT MATCH THE HISTORICAL ADA STANDARDS, BUT SLIGHT VARIATIONS ON THE HISTORICAL SYMBOL ARE PERMISSIBLE UNDER SECTION 103 WHEREAS THE SYMBOL CLEARLY DISPLAYS A WHEELCHAIR AND SIGNIFIES ACCESSIBILITY. FINISHED GRADE MIRAFI 160N ON SIDES OF STONE UNCOMPACTED SUBGRADE SCALE: NTS SCALE: NTS 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 INSTALLATION REQUIREMENTS: 1. 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: 1.1. BREAKDOWN ROLLING: 275 TO 325°F 1.2. FINISH ROLLING: 180 TO 220°F 2. TEMPERATURE OF ASPHALT MIX AT THE PAVER SHALL BE BETWEEN 275 TO 325°F. 3. ASPHALT SHALL BE PLACED IN A SINGLE LIFT. 4. NO TRAFFIC SHALL BE PERMITTED ON THE PAVEMENT FOR 48 HOURS OR UNTIL THE ENTIRE SURFACE TEMPERATURE COOLS TO BELOW 100°F. 5. WATERPROOF MEMBRANE SHALL BE INSTALLED IN ALL LOCATIONS WHERE POROUS ASPHALT ABUTS BUILDING FOUNDATIONS. MEMBRANE SHALL EXTEND TO THE BOTTOM OF THE BUILDING FOOTING. POROUS ASPHALT PAVEMENT SCALE: NTS Planning Board # 18.XXX APPROVAL: APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. CHAIRPERSON DATE SIGNED The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs fi 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for: RR Depot LLC 18 Division Street, Suite 401 Saratoga Springs, New York 12866 Project Title: 62-64 Excelsior Ave. 62-64 Excelsior Avenue, Saratoga Springs, New York 12866 Project No.: 2018057 Design: KMK Drawn: KMK Ch'k'd: DRC Date: 11/21/2018 Scale: N.T.S Rev: Description: Date: Drawing Title Site Details Drawing No. L-5 3 0 0 NI 0 2 0 0 U 0) 0 6 OI 2 oaN0� 0�0 11J 0 N ~ N � < 6O• a Y 7 > N m N E o>� acnii 0 0 END & CORNER POST CHAIN LINE, TOP SELVAGE KNUCKLED TENSION BAR TENSION BAND WITH CARRIAGE BOLTS AND NUTS PROVIDE 4" WASH ACROSS TOP OF FOOTING, TYP. TOP RAIL SLEEVE CONNECTION VINYL SLATS, TYP. 6 LINE POST TOP LINE POST BOTTOM SELVAGE KNUCKLED 4 n 3,000 PSI CONCRETE FOOTING, 12" DIA. TYP. 18" DIA @ GATE POSTS d G d C G 10'-0" 0/C MAX. DUMPSTER ENCLOSURE FENCE LIGHT POLE AS PER LIGHTING SCHEDULE AND SPECIFICATIONS. FINISHED GRADE N O ai L 9" BOLT CIRCLE REQUIRED, SET TO MANUFACTURER'S TEMPLATE. 1" CHAMFER POURED CONCRETE BASE, 3000 PSI CONCRETE, RUBBED FINISH. 3/4 x 32 x 4 GALVANIZED STEEL BOLTS AS PER MANFGS.. SPECS., 4 REQ'D. REMOVE SONOTUBE TO A MINIMUM DEPTH OF 6" BELOW PROPOSED FINISHED GRADE. O 4 z 2 d d C COMPACTED SUB- GRADE. CONDUIT, SEE SPECIFICATIONS. LIGHT POLE BASE iillliiilll illliiillli 2'- ' DIA. GROUNDING ROD, 14' LONG, TYPICAL *MOUNTING HEIGHT SHALL BE 14' SET CROWN FLUSH WITH TOP OF MULCH PERENNIAL PLANTING DECIDUOUS TREE PLANTING 3" BARK MULCH PLANT PERENNIALS IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL COMPACTED / UNDISTURBED SUBGRADE NOTES: -TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. -THIN BRANCHES & FOLIAGE AS DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER. -TREE SHALL BE PLUMB & STRAIGHT. STAKE AND GUY TREE -CONTRACTOR SHALL PROVIDE METHOD AND MANUFACTURER SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL AWAY FROM TRUNK. 3" HT. PLANTING MIX SAUCER AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS ISOMETRIC VIEW NOTES: 1. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE. 2. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE OF ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES. INLET GRATE STEEL FRAME FOR BAG REMOVAL FROM INLET 1111 INSTALLATION DETAIL INLET PROTECTION - FINISHED PAVED AREAS z 2 0 FINISHED GRADE FULL LENGTH OF PIPE CENTERED ON SEWER LINE * SEE NOTE WATER LINE SANITARY SEWER (GRAVITY OR FORCEMAIN) OR STORM SEWER * SEE NOTE NOTES: (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 2012 EDITION "TEN STATE STANDARDS") 4 SCALE: NTS 1. 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. 2. PARALLEL INSTALLATION 2.1. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY OR STORM SEWER, SEPTIC TANK, OR SUBSOIL TREATMENT SYSTEM. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. 2.2. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, REVIEWING AUTHORITY MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. 3. CROSSINGS 3.1. WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER WITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE THE SEWER. 3.2. AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. UTILITY CROSSING DETAIL 1 PIPE LENGTH (18'-0" MIN.) PROPOSED FINISHED GRADE OR EXISTING GROUND LINE (2) 3/4" 0 THREADED TIE RODS, WASHERS & NUTS AS SPECIFIED; APPLY (2) COATS OF COAL TAR EPDXY PAINT FOLLOWING ASSEMBLY (20 MILS MIN. DFT TOTAL), TYP. MECHANICAL JOINT RETAINER GLAND FOR DIP PIPE, AS REQ'D. 4"0 DIP, CL 52, WATER MAIN - PER CITY OF SARATOGA SPRINGS STANDARDS. AS INDICATED ON THE PLANS. I EXCAVATION BACKFILL AND COMPACTION PER CITY OF SARATOGA SPRINGS STANDARDS 0000 0 5' MIN. COVER b jo 00*0 °0°p0000000 X000coo, I1 33 O SCALE: NTS TELESCOPIC PATTERN VALVE BOX PER CITY OF SARATOGA SPRINGS STANDARDS PROPOSED 4"x20" TAPPING SLEEVE AS INDICATED ON THE PLANS EXISTING 20" DUCTILE IRON PIPE WATER MAIN CRUSHED STONE PIPE BEDDING, AS SPECIFIED iIIIH�- 12" X 12" SOLID PRECAST CONCRETE BLOCKS (6" MIN. THICK) CONNECTION TO WATER MAIN ooIII-I 171 111 11111111111111-111= 3,000 PSI MIN. CAST -I N -PLACE CONCRETE THRUST BLOCK UNEXCAVATED/ UNDISTURBED EARTH MECHANICAL JOINT TAPPING VALVE & M.J. RETAINER GLANDS PER CITY OF SARATOGA SPRINGS STANDARDS SCALE: NTS SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PVMT. VARIES - AS REQUIRED • LAWN RESTORATION TOPSOIL & SEED AS SPECIFIED PVMT. RESTORATION > NEW. PVMT., SEE DETAIL .1 8" / MIN KEY JT. EXIST. PVMT. U) , II WARNING TAPE III- 1-1 I SUBBASE MAT'L.; REFER TO NEW PVMT. DETAIL BURIED METALLIC IDENTIFICATION ° -bo°0O°11 IIIIII • ° ar Z o o c/2o z 2 CD 1111111 PIPE O.D. + 24" MIN. FINAL TRENCH BACKFILL (SEE NOTE) PIPE ZONE BACKFILL PIPE ZONE BEDDING MAT'L ITEM DEPTH MATERIAL NYSDOT TYPE METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. ANGULAR CRUSHED STONE 1&2 MECHANICAL COMPACTION PIPE ZONE BACKFILL 12" MIN. COVER CLEAN SAND OR GRAVEL 1A OR 1 MECHANICAL COMPACTION FINAL TRENCH BACKFILL VARIES SEE NOTE SEE NOTE MECHANICAL COMPACTION PIPE TRENCH ////\ /\\\/\\%i�//, /�\\A / NOTES: #30 ROOFING FELT THRUST BLOCK 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 NYSDOT TYPE 1 (ITEM NO. 304.02). MIN. MOD. PROCTOR DENSITY SHALL BE 85 PERCENT. 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE NYSDOT TYPE 1 (ITEM NO. 304.02). 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. 4. UNDERGROUND PIPES AND CONDUITS ARE DESIGNED TO MEET OR EXCEED H-20 LOAD REQUIREMENTS. SCALE: NTS WATER MAIN (OR SEWER FORCE MAIN) SECTION A -A ///\\&\\/!\ /� �/j. W PLAN (TYP.) CONCRETE THRUST BLOCK SCHEDULE 4,000 P.S.I UNDISTURBED SOIL y &&&/\\//\\ NOTE: RETAINING GLANDS ACCEPTABLE FOR USE AS APPROVED BY CITY ENGINEER. 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED. 2. CONCRETE NOT TO OVERLAP ANY JOINT. 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: V± = LD (W + I.D.) - I.D. 81 WHERE: V = VOLUME IN CUBIC YARDS L = LENGTH OF BLOCK IN FEET D = DEPTH OF BLOCK IN FEET W = WIDTH OF BLOCK IN FEET I.D. = INSIDE DIAMETER OF PIPE IN FEET 6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. (MEDIUM CLAY) WITH A SAFETY FACTOR OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' HEAD. 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE ENGINEER. REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS THRUST BLOCK DETAIL Planning Board # 18.XXX SCALE: NTS APPROVAL: APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. CHAIRPERSON DATE SIGNED The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs fi 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for: RR Depot LLC 18 Division Street, Suite 401 Saratoga Springs, New York 12866 Project Title: 62-64 Excelsior Ave. 62-64 Excelsior Avenue, Saratoga Springs, New York 12866 Project No.: 2018057 Design: KMK Drawn: KMK Ch'k'd: DRC Date: 11/21/2018 Scale: 1"=20' Rev: Description: Date: Drawing Title Site Details Drawing No. L-6 TEE 90° (1/4) BEND 45° (1/8) BEND 22-1/2° (1/16) BEND 11-1/4° (1/32) BEND PIPE SIZE INCHES AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS D x L D x L D x L D x L D x L 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 THRUST BLOCK DETAIL Planning Board # 18.XXX SCALE: NTS APPROVAL: APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. CHAIRPERSON DATE SIGNED The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs fi 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for: RR Depot LLC 18 Division Street, Suite 401 Saratoga Springs, New York 12866 Project Title: 62-64 Excelsior Ave. 62-64 Excelsior Avenue, Saratoga Springs, New York 12866 Project No.: 2018057 Design: KMK Drawn: KMK Ch'k'd: DRC Date: 11/21/2018 Scale: 1"=20' Rev: Description: Date: Drawing Title Site Details Drawing No. L-6 D 4 I • I 414 I ,.1� •, PROJECT TITLE PLANNING BOARD STARK'S MARKET - GARAGE REHAB 64 EXCELSIOR AVE, SARATOGA SPRINGS, NY 12866 SHEET TITLE CONCEPT RENDERING CONSULTANT DRAWN BY SN, MT CHECKED BY ST DATE 10/2/18 PROJECT NO. 18-013 REVISIONS NO. DESCRIPTION DATE PRINTED ON: 10/3/2018 2:51:28 PM 3tarchitects.com 283 RIVER STREET•TROY, NY*1218o PH 518 618 0900 FX 518 618 0901 SHEET NO. A 103 This document illustrates an original design and is the property of 3tarchitects, who retains all common law, statutory, and other reserved rights, including copyright. This document may not be reproduced or used for any purpose without 3tarchitects' consent.