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HomeMy WebLinkAbout20190098 Saratoga Honda Vehicle Expansion Plans As-ApprovedVICINITY MAP Saratoga Honda Vehicle Storage Expansion 3402 Route 9, Saratoga Springs, New York 12866 few W CITY OF ,■. ,SPRINGS STANDARD M OVER AS BUILT FROM PREVIOUS PROJECT L-1.0 EXISTING CONDITIONS, DEMOLITION AND ESC PLAN L-2.0 LAYOUT & MATERIALS PLAN L-3.0 GRADING AND DRAINAGE PLAN L-4.0 LIGHTING AND PHOTOMETRIC PLAN L-5.0 LANDSCAPE PLAN L-6.0 DETAILS 1. ALL WORK MUST CONFORM TO ALL FEDERAL AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2. THE EVALUATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF —SITE BY THE CONTRACTOR TO A 4. THE CONTRACTOR MUST SET UP A PRE —CONSTRUCTION MEETING WITH THE CITY ENGINEER OR A DESIGNATED REPRESENTATIVE IS REQUIRED. 5. THE COST OF CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER THE COST OF INSPECTIONS MUST BE ESTABLISHED PRIOR TO ANY CONSTRUCTION. C 6. THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE PROJECT. 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET OF RIGHT —OF --WAY OF ANY CITY STREET, ROAD OR ALLEY. 8. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD. 9. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; AND AN AS —BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. SITE STATISTICS Use: Automotive Sales/Service Parcel Size 10.575 Ac. Tax Map No. 178.-2-20 Existing Zoning OMB2 Office Medical Business Max. Bldg Coverage % Max Building Height Setbacks: Front (west) Front (north) Rear (east) Side (south) Percent Permeable * Does not include porous pvmt. % of Parking Lot Green Space: Required Proposed 30% 7.7% N/A N/A um PARKING: AUTOMOTIVE SALES AND SERVICE Existing Vehicle • _- • _ Timothy 3402 '•(Southa .' Saratoga! • i•• kamm The LA GROUP Landscape Architecture &Engineering F.C. P"F&_ Pfw,- 40 Long Alley 5I8-587-8I00 Saratoga Springs 518-587-0180 NY 12866 www.theIagraupxom Thompson Flem• Land Surveyors, 12 Lake Avenue Saratoga • • 6 Planning Board # • Approval Approved under authority of a resolution adopted • by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed 116 Ft. 327 Ft. 238 Ft. 406 Ft. *40% 15% Proposed 513 (+102 Spaces) ASPHALT N. Y. S. Route �I �J I w— �1 i1013.64' MEIIA. PIPE 5/8"IR. d—UE —UE _ UE — UE _ UE U£ UE UE UE UE® N14'5553"E —UE UE UE UE 'UE UE UE UE UE UE� 4YIMRE BIRCH 31 1"IP; FIR CLUMP 4'DOUGL,As Z ,I 31 UST 31OCUSf 3*LO= 4 2' 3' 4' LUMP _ 1 DERGR. \BIRCH .............. .,, HONE _ _ 1000S1 _ , / �. _ UTI LIIY \ \ OVERFLOW — -- —_ , , STONE APRON — \ WITH YARD DRAINS �✓ POCKET —� 12" CULV. IW=305.88 \ 6' PERFORATED PIPE // STORMWATER POND VEGETATED SWALE i I WOODS 4' DOUGLAS St Ds AREA OSAL C — — — — — — — — !. I FIR __ -- -- �----g o I 4-PSPR 3' 3 r GAS SRVICEASPHALT HACKBERRY G G G WOODS Note: 40' of 4" PVC perforated pipe with cleanout Z 0 0.5% J� Deed Reference: °L 3402 Route 9, LLC U � a �z Inst. #2013043252 U m Map References: 1. "Composite Survey of a Portion of Lands of FW of Saratoga, Inc." dated Feb. 10, 1989 by David A. Flanders Associates. 2. Map of the "Higgins Family Trust" dated January 28, 1986 by Chester A. Graminski, LS. 3. "Boundary & Topographic Survey; 6.876f Acre Parcel prepared for F.W. of Saratoga, Inc." dated June 18, 1987 prepared by David A. Flanders Associates. 4. State of New York Dept. of Transporation Malta Saratoga State Highway No. 611; Map No. 162, parcel 213 & 215 and Map No. 163, Parcel 214. 5. "Lot Line Adjustment Map 3402 Route 9, LLC" dated May 15, 2013 by Thompson -Fleming Land Surveyors, P.C. and filed in the Saratoga County Clerk's Office as Map M2013202. 6. "Lot Line Adjustment Map for FW of Saratoga Inc." dated May 15, 2013 by Thompson -Fleming Land Surveyors, P.C. and filed in the Saratoga County Clerk's Office as Map M2013214. -307.05 I I � . I� yN I c3 I LS. OVERHANG --I 45' BEND 4tF � L.S. 45 BEND Ar CONCRETE 9 9 1� 1 9 � — 118" CULV. _�U _ UE F4%Pruce — mufti —bole 4- tree nice 2�awthorne STONE 2 hN-�_ -,q_hbu5h63 0 INV=30615— ?, c LM 2' WIDE STONE I I I I I I__�_ZONING DISTRICT OM13.1 I I ZONING DISTRICT OM13.2 II I I WOODS ROAD I, I 1 I I I 1 I , I , WIWI iFA 105 Mal FA NA 101 FBI. 140 PER, PIP 10.11 Old 10, S12-08,59V LAWN TP WHITE PRE—EXISTING PINE ASPHALT PARKING LOT ASPHAILT CLUSTER FW of Saratoga, Inc. CONC. WALK YD RIM=,308.57 )LIMP GRDL (3)MHe OIL SEPERA;OR 170.50' CONC. MON. S 12'09'OG F>90f1 Map Legend 0 marker found, labeled j porous asphalt o concrete post j * utility pole X lamp post pYD yard drain 0 tree, labeled - - overhead wires black tupelo tree —x—x—x—x— wire fence 3" BTUP blue spruce tree wood fence 4"BSPR —o—o—o— chain -link fence LS landscaping -a- sign, labeled QDW overflow dry well Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was a violation of Section 7209 subdivision 2 of available. the New York State Education Law. G:\Proj-2012\201240—Saratoga—Honda—Consulting\201240.01—Saratoga—Honda—Phase2\201240.01CAD\01XRef\O(ginal As Built Survey\S12-192 Saratoga Honda As —Built xm.dwg B. LS R 18" CULV UE i �a (ACCESS TO ._ WATER LINES) �l WU SIGN 2• HACKBERRY CONC. PAD (FOR DUMPSTER) W o 0 O w W 0 — N14.55'53"E ON CONC. PINT WATER a _ SPIGOT CONC. EDGE OF G --- G *KWNESS ®IJE CONC. WA .L 12' pone �1' pine 1 •ne 8' pine Detail CONC, PAD FOR SCULPTURE �,)e cof 00 M2® 13202 mop "CRESCENT AVENUE" 'DIVIDED HIGHWAY SAW. MH W/ SEALED COVER RIM=310.30 SARATOGA COUNTY SEWER DISTRICT #1 RECORD DRAWING SHOWS INV =301.40' R=187.00' L=57.12' S82' 14'46"E R ch=56.89 CONC. CURB h - R "CO. RT. 22' I '40 MPH.' • R=2038.69' cr L=102.70' S72.03'25"E ch=102.6`9 WATER I • SHUT—OFF rr® ALVE 3 V LANDSCAPING SAN•MH. RIM=306.96 3 INV.-302.06' W z W 3~ Q) Q) 3 Q J 3 3 o 3 L1 3 SAN.MH. RIM-309.35 INV.=302.50' I3 Record Drawing Certification i, ___®______________-., Registered Professional No. ___®®_.___ in the State of New York, was retained by ® to undertake or cause to be performed by staff members under my supervision periodic inspections and reports, and hereby certify that this drawing stamped by me as "As -Built" has been completed in accordance with the approved drawings and specifications or any authorized changes, and shows the actual facilities and infrastructure as they were installed in the field. Planting Certification: The existing planting meets or exceeds the Planting Plan shown on the approved plans entitled "Saratoga Honda Expansion Site Landscape Plan L-5 dated 5/22/2013, last revised 9/21 /14 by The LA Group Robert B. Kernan, R.L.A. NYS LIC. NO. 002109-1 Planning Board #13.043 12/9/16 WSO, MH INVERTS 10/7/16 SURVEY UPDATE DATE DESCRIPTION REVISIONS DATE: June 22, 2016 JOB NO.: S12-192.24 DRAWN BY: DES CHKD.BY: WMT TAX MAP: 178-2-22 SCALE: 1 " = 400 20 0 20 40 312—IOZ24 C a� � �_ , ► i _ ; �� ;, / -" �' ; �— �)! _ — __� _ SITE PREP NOTES. 1 � I 1 j � � E _�--- iii \ -. , f / ,,.-"\ I %--'J•, 1. THE CONTRACTOR SHALL CONSULT WITH THE OWNER'S I / / E r- T - -- - t - REPRESENTATIVE PRIOR TO COMMENCEMENT OF ANY WORK. ,1,- _ �� . µ V. 11! , j [, I S P I._.. � � �� � _�_ _ - � � �� � ," � : � 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD f _ AND REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND 1 i � HYDRANT LOCATION AT EDGE OF PROPERTY LINE � { ��%' � / l� � � � -"--` „ ;��.:-----= r _f -� /` .---_ �• _... _-�"� ��;,}.-` ACTUAL CONDITIONS TO THE OWNER'S REPRESENTATIVE. \ j{} � , / ' {{ ' F 3. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL r it �/ SECURE ALL PERMITS REQUIRED FROM ANY UTILITY COMPANY f__. _.._ _....... __ __.. ____ _._ ___ _-. _ __..._.__. ..... _ . _ W_. __ .____ ..._.w. . t, �'I % g / / _._." " " -- - �_..__ _.__. _._. -% OR OTHER GOVERNMENTAL AGENCIES HAVING JURISDICTION �t``�. � . OVER THE WORK. 4. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE FOR INFORMATION ONLY, AND ALL UTILITIES MAY NOT o / f / fr / BE SHOWN. THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO '• % J / i ,{ I / _ -/' I � CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE j f �t COMMENCING WORK. ANY COSTS INCURRED BY THE ! / ' I CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER RIM _ r, I AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE 1 t • � �.,� i � f� � � \ / � r � f �. / `� 7.271 CONTRACTOR. ' N.1 I 5. ALL EXISTING SERVICES MUST REMAIN ACTIVE SO NO i I DISRUPTION IN SERVICE OCCURS TO OFF -SITE USERS. 6. OVERHEAD POWER SERVICE RELOCATION TO BE CONSIDERED i WITH NATIONAL GRID AND DEPARTMENT OF PUBLIC WORKS. B. PROTECTION 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO CONTRACT `L _ OPERATIONS. 2. THE CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 1 LLJI 3. THE CONTRACTOR SHALL MAINTAIN PROPER SIGNS, (f BARRICADES, AND FENCES TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. # ZONING[ i �, 5 E�i. C. REMOVALS _ ___ _ _�_ �_ �_ ______ ___ .__ _.-------- _ i - 1. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH AND INCLUDE BASE MATERIAL, FOOTINGS, AND FOUNDATIONS AS APPLICABLE. REMOVE TREE ROOTS TO 24 DEPTH BELOW FINISHED GRADE AND LEGALLY DISPOSE OF ALL 0 / / MATERIAL OFF -SITE BY THE CONTRACTOR. O 2. CONTRACTOR SHALL STRIP TOPSOIL AND REMOVE ORGANIC VVODS ! �---- R�AD ()\ � � ,� //,/ �;) �,,�' ,, MATERIAL WITHIN THE LIMIT OF DISTURBANCE. WOODS h ° BEN 4 EX 306.51 - f� / / - - 4 L EX 306,1 CC EX 60637--._...__...... LIMIT OF DISTURBANCE000 ZY { L — —_ — — — — — — — — — �—°01 LEGEND — _ _ _ _ — _ _ _ _ _ _. _ _ _ _ — — _ — — - — — — — — — — ,—� — — — — -- — — — — — — — — — -- — — — — — — — " - - - - -- --- - --___= m= / MARKER FOUND, LABELED POROUS EXISTING ------, __ _----------------------- �_ ------ ——— — — — — —_ _ __ _______ ----- __._. ... _ -----------=— -_-_ _- _ 307_ _. _ _ _ .... --- _ DISPOSAL AREA - -----_---- ---- -- _------_ i% I���OVERHEAD WIRES -- ---- �� ---------------------------- ;µ 0 UTILITY POLE -� ....._.x — x __. _x ---- x_ — x- WIRE FENCE ----- ------ F I t -_-_---_- -J- -r v - - - - ---- r - a LAMPPOST J__J_------------ --•—�= _ — ---- s------------------------------- —�f f t l t WOOD FENCE I =_ =----------- _- _ -------- ; f/5 BE [ YARD DRAIN ---- ------- ----- -------------r �` / / Cf)i �- — —� � _ �:—� --�' -' '� � "�'� �'` CHAIN LINK FENCE - REMOVE AND STOCKPILE - - - - - - - - - - - - - ..f,="`rt..--_.__ ' I �.:,.� TREE, LABELED . _ _ _ - _ _ _ _ _ - _ _ ,�..,: :r- POLE AND LIGHT FIXTURE EXIST CONTOURS MAJOR y_ _ ------ - - - - -- -=� r - - - - - - - - �-_- --.�._.,/�, /� � _ EXIST CONTOURS MINOR - BLACK TUPELO _.____ .__ ._._. i/ PROPERTY LINE I w / BLUE SPRUCE TREE I / 5, DISTURBANCE _. l '� LIMIT OF { 1► t i �1�I� � I CONTRACTOR TO PROTECT % f i_.s LANDSCAPING EXISTING POROUS SETBACK LINE POND E } ASPHALT PARKING / / / SIGN, LABELED i CIO �, LOT �,/ _ / / / EXISTING VEGETATION 0,>:.I . ;" :..:. / �iI ' '/ ,/ / % VVt OVERFLOW DRY WELL TO BE REMOVED ASPHALT SAWCUT LINE " 7 ti I EX 306.48 EX 307,05 _ 0- - / 7 -- 307 — .. CONTRACTOR STAGING AREA 11 - ...-_.m...... CONCRETE OUT EX 306.60 /� L-6.0 J 7 � i t --- (411 Ei I \` SF SF �am- SF Fes- -- - SF — -_ SF SIF LIMIT OF DISTURBANCE EXISTING TREE TO BE REMOVED 20 10 0 5 10 15 20 Scale: 1" = 20' Planning Board # 19.098 Approval Approved under authority of a resolution adoptedlsl-1 by the Planning Board of the City of Saratoga Springs. Chairperson kamm The LA GROUP Landscape Architecture &Engineering F.C. 40 Long Alley pr 518-587-8100 Saratoga Springs f 518-587-0180 NY I2866 vwaw.theIagroup•com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2019 Prepared for. - Saratoga Honda, LLC 3402 Route 9 Saratoga Springs, New York Project Title. - Saratoga Honda Vehicle Storage Expansion 3402 South Broadway Saratoga Springs, NY 12866 Al {�F r Q � W t3►� O AgOFfS�1 Project No.: 201240.01 Design: CMI Drawn: TOH Ch'k'd: CMI Date: 4/03/2019 Scale: 1"=20' Rev: Description: Date: Drawing Title Existing Conditions, Demolition and ESC Plan Drawing No i i '1 1 N I �I 1. I I IlLn 31. LAYOUT NOTES: 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. LEGEND --- --- PROPERTY LINE ® — SETBACK LINE LIMIT OF DISTURBANCE POROUS ASPHALT 3 L-6.0 EXISTING POROUS ASPHALT O PARKING ID NUMBER X LAYOUT POINT OF BEGINNING FED PARKING LIGHT 8 L-6.0 20 10 0 5 10 15 20 Scale: 1" = 20' 0111anning Board # 19-098 Agproval Approved under authority of a resolution adopted "Z1- 19 by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed a The LA GROUP Landscape Architecture &Engineering P.C. Paof. PATAW, PA"- 40 Long Alley p 518-587-8100 Saratoga Springs 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 2019 Prepared for - Saratoga Fonda, LLC 3402 Route 9 Saratoga Springs, New York Project Title. - Saratoga Honda Vehicle Storage Expansion 3402 South Broadway Saratoga Springs, NY 12866 ME 8. r W n O133� �k�O E881O�►P Project No.: 201240.01 Design: CMI Drawn: TOH Ch'k'd: CMI Date: 4/03/2019 Scale: 1"=20' Rev: Description: Date: Drawing Title Layout and Materials Plan Drawing No. L-2. 2.'r 9 PROPOSED GRADE NOTE: 1. IN LOCATIONS WHERE POROUS PAVEMENT STONE SUBBASE IS ABOVE EXISTING SUBGRADE, EXCAVATED SANDY ON -SITE MATERIAL SHALL BE PLACED AND COMPACTED TO MAXIMUM 95% MODIFIED PROCTOR, IF INSUFFICIENT QUANTITY OF ON -SITE MATERIAL EXISTS, IMPORTED SANDY MATERIAL WITH NO GREATER THAN 5% PASSING THE NO. 200 SIEVE SHALL BE USED. 2. CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AFTER FILL HAS BEEN PLACED AND COMPACTED UNDER THE POROUS PAVEMENT AREA. DESIGN ENGINEER SHALL CONTACT THE CITY TO OBSERVE A FALLING HEAD PERMEABILITY TESTS TO CONFIRM MINIMUM PERMEABILITY RATE OF 5" /HR. IS ACHIEVED. ONSITE EXCAVATED MATERIAL COMPACTED TO 90% PROCTOR EXISTING GRADE LEGEND U) 308,13` 308.13 (MATCH EXISTING) POROUS ASPHALT 1 L-3.0 308.75 (MATCH EXISTING) EXISTING POROUS ASPHALT PARKING LOT -EXISTING POROUS ASPHALT PARKING LOT k............ EXISTING POROUS PAVEMENT- nn�n�nrn n�nn� in nA\lriAruT EXISTING ASPHALT GRADING NOTES: 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 06/22/2016 PERFORMED BY THOMPSON FLEMING LAND SURVEYORS, P.C. 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE -EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 25. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 5. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 6. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. 7. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE -USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. 8. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. 9. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. 10. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 11. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR RGUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 12. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. 13. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT (VERTICAL) ON 2 FOOT (HORIZONTAL). TEST PIT INFORMATION TP-1 THIS PIT IS LOCATED IN THE SE QUADRANT THE VACANT LOT, APPROXIMATELY 50 FEET FROM AN EXISTING FENCE THAT EXTENDS NORTH AND SOUTH, EAST OF FORESTED AREA. 0"- 8" (10 YR 3/2) DARK GRAISH BROWN FINE SANDY LOAM 12" - 48" (10 YR 4/4) DARK YELLOWISH BROWN, FINE SANDY LOAM, MOTTLES (7.5 YR 4/6) AT 36" 48" - 84" (10 YR 5/3) MOTTLED BROWN SANDY LOAM, SATURATED AT 48" AND STRONG SEEPS AT 72" BOUNDARY CONDITION @ 36 INCHES, SEASONAL HIGH WATER TABLE FALLING HEAD PERMEABILITY TEST 00:02:30 @ 30" CONSISTENT WITH DEERFIELD SOIL SERIES, HYDROLOGIC GROUP A LEGEND — - - - - — PROPERTY LINE ® -- SETBACK LINE :-11111 LIMIT OF DISTURBANCE 850 MAJOR CONTOUR 852 MINOR CONTOUR � a ____ EXISTING MAJOR CONTOUR 852 EXISTING MINOR CONTOUR POROUS ASPHALT EXISTING POROUS ASPHALT EXISTING ASPHALT 19 Scale: 1 1 Planning Board # 19.09(? Al2"o-y-'al Approved under authority of a resolution adopted. by the Planning Board of the City of Saratoga Springs. Chairp€rson Date Signed LCI The LA GROUP Landscape Architecture & Engirteering P.C. PAOF&_ Phase_ PZZ'-„_ 40 Long Alley p: 5I8-587-8100 Saratoga Springs 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. c0 the LA Group 2019 Prepared for Saratoga Honda, LLC 3402 Route 9 Saratoga Springs, New York 0 Project Title: Saratoga Honda Vehicle Storage Expansion 3402 South Broadway Saratoga Springs, NY 12866 Project No.: 201240.01 Design: BCS Drawn: BCS Ch'k'd: DBH Date: 4/03/2019 Scale: 1"=20' Rev: Description: Date: 1 Revised per TDE Comments 5/3/2019 Drawing Title Grading & Drainage Plan Drawing No. L-3.0 ?.4 ?.1 3 IL 0 0 L ai M _._ ..m_ ...... .............._..... am l� The LA GROUP ............. _ 1 F g Landscape Architecture &.En eeri P.C. I ? 40Long Alley i' 518-587-8100 E � i.. ,� t..;...._., #•. #- EI Saratoga Springs f. 518-587-0180 `F f _ ... ... _ b. ? i NY 12866 www.thelagroup.com r �i ;.. Unauthorized alteration or addition to this ........_ j document is a violation of Section 7209 of the { i E New York State Education Law. i 1 �mm....... ... I [ 3 0 the LA Group 2019 ! [ Prepared for. . E i t Saratoga Honda,LLC i Luminaire Scheduleu Symbol lQty ILabel lLum. Lumens ILLF IDescription ILum. Watts ITotal Watts € > € ' + 4 P1 19340 0.900 WP9L4P70-120L4K-NFO 267.1 1068.4 I 3402 Route 9 1 ! York 1 �.._................ Saratoga Springs, New or Calculation Summary € [ Label CalcType JUnits Avg I Max I Min I Avg/Min I Max/Min ( E [ { 1 i CalcPts lIlluminance I Fc 11.95 16.3 10.1 119.50 1 63.00 j (f 1 Spill Light illuminance Fc 0.41 4.9 0.0 N.A. N.A. ,_,,..... . t ..._,.,..... tj( FY }. 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LEGEND --- --- PROPERTY LINE - ' - SETBACK LINE CONSTRUCTION LIMIT LINE a PARKING LIGHT 8 L-6.0 +0,7 FOOT CANDLE CALCULATION 20 10 0 5 10 15 20 Scale: 1" = 20' Planning Board # 19.098 Approval Approved under authority of a resolution adopted ' �7 by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed Project Title Saratoga Honda Vehicle Storage Expansion 3402 South Broadway Saratoga Springs, NY 12866 Project No.: 201240.01 Design: CMI Drawn: TCH Ch'k'd: CMI Date: 4/03/2019 Scale: 1"=20' Rev: Description: Date: Drawing Title Lighting and Photometrics Plan Drawing No. L-4.Oe9 zs 17 O 3 01 w Q 0 0 J w m LU > o m Q 10'MAX. .r.TOr. 36" MIN. FENCE POST 1 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND .:::::::.:::............ FILTER FABRIC ...................................................................................... w 0 0 J ' FLOW J H Q 2 _ U �. w - - z E ... ..... ,.. E..., ....._..1.,-� it> - Z 4 ......................... . QY - E Y" I` ............................................... CN ................................................... .. ............. ............................. : EMBED FILTER CLOTH MIN. 6" INTO GROUND FILTER FABRIC; FASTENED SECURELY PERSPECTIVE VIEW TO FENCE POSTS W/ STAPLES SECTION CONSTRUCTION SPECIFICATIONS: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER'IT" 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. AN SILT FENCE SCALE: N I S 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. EDGE OF EXISTING ROADWAY � ~.., 0 fire, o 2t "(;y_ VCR "Ica 51 9AP, IR �X,a .:; ,��o 50'-011 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 STONE MATERIAL OVER COMPACTED SUBGRADE STABILIZED CONSTRUCTION ENTRANCE FINISHED GRADE MIRAFI 160N ON SIDES 4" POROUS ASPHALT PAVEMENT SURFACE I; COURSE PG 76-22P 1" CHOKER COURSE: No. 57 STONE 8" BED DEPTH, CLEAN UNIFORMLY GRADED COARSE AGGREGATE, PLACED IN 0 0 0 0? (2) LIFTS: No. 3 STONE v 00 0 � �} r; 3" No. 57 STONE UNCOMPACTED SUBGRADE 1. AREA CHOSEN FOP. 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 nnnr�n� Tun I In FINISHED GRADE PAN ELLA TYPE CLEANOUT WITH COUNTERSUNK HEAD PIPE SEAL GASKET 6" SCH. 40 PVC, PERFORATED WRAPPED IN MIRAFI 160N NOTE: J I,NLC. IN 1 J POROUS PAVEMENT STONE RESERVOIR 1. A TUBE SHALL HAVE A FACTORY ATTACHED CAST IRON OR HIGH IMPACT PLASTIC COLLAR WITH RIBS TO PREVENT ROTATION WHEN REMOVING SCREW TOP LID. THE SCREW TOP LID SHALL BE CAST IRON OR HIGH IMPACT PLASTIC THAT WILL WITHSTAND ULTRA-VOLIET RAYS. OBSERVATION WELL v PRIES 13.1 M 12" f 12" THICK MAT OF NYSDOT STONE FILL (LIGHT) 4" LOAM, SEED & MULCH FINISH 12" THICK MAT OF NYSDOT STONE FILL (LIGHT)--/ 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 m N AS FOLLOWS: 1.1. BREAKDOWN ROLLING: 275 TO 325°F POROUS ASPHALT SPECIFICATIONS: 1. ASPHALT BINDER SHALL BE MODIFIED WITH ELASTOMERIC POLYMER. 1.2. FINISH ROLLING: 180 TO 220°F 2. TEMPERATURE OF ASPHALT MIX AT THE PAVER SHALL BE BETWEEN POLYMER SHALL BE ADDED AT A RATE TO ALLOW ASPHALT BINDER TO 275 TO 325°F. HAVE A MINIMUM ELASTIC RECOVERY OF 60%. 3. ASPHALT SHALL BE PLACED IN A SINGLE LIFT. 2. ASPHALT BINDER CONTENT SHALL BE A MINIMUM OF 5.5% BY DRY 4. NO TRAFFIC SHALL BE PERMITTED ON THE PAVEMENT FOR 48 HOURS 3. AGGREGATE WEIGHT. ASPHALT MIXTURE SHALL HAVE A DRAIN TIME LESS THAN 0.3% PER OR UNTIL THE ENTIRE SURFACE TEMPERATURE COOLS TO BELOW a 100°F. 5. INSTALLATION OF POROUS ASPHALT REQUIRES FULL TIME INSPECTION 4• ASTM D6390. DRAINDOWN RESULTS MUST BE SUBMITTED AND APPROVED BY al FROM THE DESIGN ENGINEER. CONTRACTOR TO PROVIDE A MINIMUM 5. DESIGN ENGINEER PRIOR TO APPROVAL OF JOB MIX FORMULA ENGINEER SHALL MONITOR TEMPERATURE AND COMPACTION OF =I OF 48 HOUR NOTICE PRIOR TO INSTALLATION OF POROUS ASPHALT. FIELD REPORT OF OBSERVATIONS SHALL BE PROVIDED TO THE CITY POROUS PAVEMENT DURING CONSTRUCTION AND SUBMIT FIELD ENGINEER'S OFFICE UPON COMPLETION OF INSTALLATION. REPORT TO CITY ENGINEER. G N N POROUS ASPHALT 0 UI Planning Board # 19.098 0 0 Agoroval FINISHED GRAD VARIES 10, J I..HLC. IV I J TOP OF BERM Y OIL TOP OF WEIR VgR 12" lFS Q. y 44 GEOTEXTILE SEPARATION FABRIC MIRAFI 160N OR APPROVED EQUAL I TOP OF BERM T�PO�WE GEOTEXTILE SEPARATION FABRIC MIRAFI 160N OR APPROVED EQUAL FRAME AND GRATE E EJIW 12447 1590M - 24" DIA. 6" PRECAST CONCRETE RISER 0 9%, RING SET IN NON SHRINK GROUT. a t J u i a 4'-0" t CRUSHED STONE NYSDOT TABLE 703-4 SIZE 3 D� PRECAST CONCRETE DRY WELL Q) FORT MILLER CO. INC. D OR APPROVED EQUAL D�r 6" PRECAST CONCRETE DRYWELL r7 Q D FOOTING ` JGEOTEXTILE FABRIC -MIRAFI 160N t ; ' DRY WELL DETAIL JI..HLC. IV I J 22' LIGHT POLE LIGHT FIXTURE TO BE BY GARDCO GULLWING LED 9" BOLT CIRCLE REQUIRED, SET L c r c L TO MANUFACTURER'S TEMPLATE. V CHAMFER �� sa II. II POURED CONCRETE BASE, 3000 PSI CONCRETE, RUBBED FINISH. I I I 3/4 x 32 x 4 GALVANIZED STEEL BOLTS 11 9 AS PER MANFGS.. SPECS., 4 REQ D. I II a J l�'-....'..._.. FINISHED GRADE a __... REMOVE SONOTUBE TO A I BELOW MINIMUM DEPTH OF 6 PROPOSED FINISHED GRADE. f €. COMPACTED SUB- GRADE. CONDUIT, SEE SPECIFICATIONS. '- DI A. GROUNDING ROD, 14' LONG, TYPICAL LIGHT POLE BASE -PEDESTAL DETAIL LIGHT POLE BASE J I.HLC. IV I J • TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. _V1 NpTEq-HIN BRANCHES & FOLIAGE AS DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER. TREE SHALL BE PLUMB & STRAIGHT. ATTACH 1/8" GALV. STEEL CABLE TO STAKE. NOTCH STAKE TO RECEIVE CABLE. ENCASE WIRE AROUND TRUNK IN REINFORCED RUBBER HOSE ABOVE FIRST BRANCH. SECURE ALL ENDS OF CABLE WITH GALV. CLAMPS. 4" GALV. TURNBUCKLE EA. CABLE 3"0 x 8' CEDAR STAKES, 3 PER TREE. STAKES 2' 0" ! TO BE SAME HEIGHT, DRIVEN IN ON AN SLIGHT r,P ANGLE. STAKES TO BE OUTSIDE OF ROOT BALL. NEATLY WRAP ALL DECIDUOUS TRUNKS F.G. TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) i 3" HT. PLANTING MIX SAUCER / 3" DEPTH PINE BARK MULCH; r PULL MULCH AWAY FROM TRUNK. / 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 DECIDUOUS TREE PLANTING J I,HLC. IV I J NOTES: TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. NEVER CUT A LEADER. • TREE SHALL BE PLUMB & STRAIGHT. ` INSTALL 3 GUYS PER TREE EQUALLY SPACED �= AROUND ROOTBALL. ATTACH 1/8" GALV. STEEL CABLES a@ 2/3 HEIGHT OF TREE. PROVIDE s REINFORCED RUBBER HOSE TO ENCASE CABLE Id AROUND TRUNK. SECURE ALL ENDS OF CABLE -T W/ GALV. CLAMPS. t 4" GALV. TURNBUCKLE EA. CABLE 1 v r ° F.G 3" 0 X 2'-0" CEDAR STAKES, 3 PER TREE, / I_off _ DRIVEN IN AT A 250 ANGLE; STAKES TO BE OUTSIDE OF TREE PIT.` x 3" HT. PLANTING MIX SAUCER ;l 3" DEPTH PINE BARK MULCH; PULL MULCH AWAY FROM TRUNK. ° AMENDED PLANTING MIX, COMPACTED w, P-ITI,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 EVERGREEN TREE PLANTING 0I,HLC. IN 1 J 8' MIN. 0 o a o I a o o c c o CONCRETE WASHOUT CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC LINING N WOOD OR METAL STAKES (2 PER BALE) NOTE: 10 MIL PLASTIC LINING 1. WASHOUT AREA SHALL BE SIZED BY THE STRAWBALES STAKED CONTRACTOR TO ADEQUATELY CONTAIN INTO GROUND CONCRETE CLEANOUT. 2. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. CONCRETE WASHOUT kam The LA OUP Landscape Architecture & Engineering P.C. Fcspls. Parrparc. xu. 40 Long Alley p: 518-587-8100 Saratoga Springs 518-587-0180 NY 12866 www.theIagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. C the LA Group 2019 Prepared for.- Saratoga Honda, LLC 3402 Route 9 Saratoga Springs, New York Project Title. - Saratoga Honda Vehicle Storage Expansion 3402 South Broadway Saratoga Springs, NY 12866 Project No.: 201240.01 Design: BCS Drawn: BCS Ch'k'd: MCB Date: 4/03/19 Scale: NTS Rev: Description: Date: Drawing Title Details Drawing No. L-6.0 4 N I m m E Z w aims JI.iHLC. IN 1 J 7+ 0I,HLC. IN 1 J