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HomeMy WebLinkAbout17.080 Argenti Site Plan 47 West Harrison As-Built Site PlanLM PROJECT LOCATION MAP 1 " =400' SURVEY AYFRIBLThION THE SURVEY WAS PROVIDED FOR NICHOLAS AND LYNN ARGF,NTI OF 47 WEST HARRISON STREET (TAX PARCEL 165.50-2-24 BY GILBERT VANGIJILDER LAND SURVEYOR, PLLC 988 ROUTE 146, CLIF1'ON PARK, NEW YORK 12065 ON AUGIJST 19, 2016. 47 West Harrison - Tax Parcel ID 165.50-2-24 THIS PARCEL RECEIVED A USE VARIANCE FOR GENERAL OFFICE AND AN AREA VARIANCE FOR THE MINIMUM PARKING REQUIREMENTS AND PLACEMENT OF PARKING WITHIN THE SETBACK, APPROVED SEPTEMBER 20, 1989 � e <l 47 West Harrison- Tax Parcel lid 165 30-2-24 T-5 ZONING 1]WR[CT 47 West Harrison Plantinq Schedule CONSTRUCTION PROGRESS THIS PROJECT HAS BEEN BUILT AND IS COMPLETE AS DESIGNED. THE ONLY OUTSTANDING ITEM IS THE EXTERIOR STREET LIGHTING. Shrubs ID # Scientific Name Common Naffm Size Delivery Dotes DL HA 3 3 DierviIl lonicera Shrub Honeysuckle Hydrangea Arborescens Limelight and Annabelle #3 #3 Cont, , Cont:. Species Species Bari 7 1 Buxus microphylla[Wintergreen Boxwood 1 18°-24" 1 Cont. 11rim as low Kedge Trees to Scientific Name Common Norm Size Delivery Notes Cry Ground 1 Covers # 11is orcidantalis Scientific Name lHackberry2. Common Nan* 5" Sim S&B Delivery Ispecles Dotes 1D CE 32 Carex eburnea Bristleleaf Sedge Plugs Tray 10" 0.C., 1_I 08 12 U Leucarvthemum x 5uper um P ckera aurpa Shasta Lai Golden Ground -sell Mugs Tree Flues Tray 12" C1_C. 24" 0, . i/ ;'DECORATIVE !' LIGHT 1 (DL1) a t t , (` 41 i I Q.iv EXTERIOR STAIRS AND DECK (SEE \� !ARCHITECTURAL DRAWINGS FOR DETAILS) � Q i\ BOLLARDS PLACED 3 L5 TO PROTECT STAIR ACID DECK (2) EX. RESIDENTIAL - PARKING TO REMAIN � rr-rwir� TAX PARCEL L D. 165.50-2-24 1st flr. 1,600 sf. office 2nd. flr., 5 bedroom res. FINISH GRADE, ASPHALT PAVEMENT 1 1 /2" ASPHALT TOP COURSE �V NYSDOT TYPE 7, ITEM 403.1 98902M N-) - - _ 3" ASPHALT BINDER COURSE .. ' \" NYSDOT TYPE 3, ITEM 403.1 38902M c >o 00 �� - - ��,' ` 9" COMPACTED AGGREGATE v x, o Ct 0^ <� o °o` - UJ SUBBASE MATERIAL, NYSDOT - o z c � ` 0T ' c; c, 0 ;;; ITEM 304.14M -- - - - STABILIZATION GEOTEXTILE - AMOCO PROPEX 2002, OR APPROVED EQUAL 0 COMPACTED SUBGRADE 1 ASPHALT PAVEMENT L5 NOT TO SCALE cc >- PLANT NLI TERIAL 4" O.D. CONCRETE FILLED ALL PLANTS AND PLANTING ME, SHALL BE PIPE BOLLARD, WITH RED E THERMOPLASTIC PLANTED TO MEET OR EXCEED THE SPECIFICATIONS POLYETHYLENE SLEEVE OF THE CITY'S S'L�NDARD DETAILS. I 17 f \♦� fi �� A PAVEMENT 1 a FIRE HYDRANT, '+ !i ADDTION, APPROX. L5 j > APPROX. 20' FROM 52 SF. TO MATCH i,' ' / . ,� :---: " ' i' BUILDING / APPROX/'LOCATION OF r /'' ° ADIAI'AIT 1"1l!♦1"]ATI\/C SIGN "B" 4 L5 , / �, / r TM OVERHEAD SIGN "A" 7 STREETLIGHT 32 \ / 1 n,-I ` TREE PLANTING, TYP (LINO A/ I � / �v + f' g + BM PLANT AN AINTAIN AS \ I �+ c 7 LOW HE E l J; J � �DL HA A��RNATE \ \ 3 3 ECIES \ m:< v_ SH .LA P i X LS WITH SIGN E r3HC PAAKING Ali r ! _ E LI MIX PERE NIAL BED /f' `,. A�... 32' 12 SEE NOTE 10 � `= .61 4 REMOVE 8' (145) SF F EX.� ��'• N ASPHALT TO 1 EtELQW DECORAIVE ~ GRADE, REPLAC, WITH LIGHT 1 (DL1) TO j Ol L �` _,�1 �, 0"_5 10 15 20 EX. WOOD RAMP TO REMAIN 0j EX. PARKING AREA n , O• 0 NOTE: BOLLARDS TO BE LOCATED 0 3" FROM ALL ADJECENT PAVEMENT EDGES OR STRUCTURES EXISTING PAVEMENT n O iZ Q0 N =1 . • E 18" BOLLARD EMBED CONCRETE FOUNDATION 12" DIA. X 4' DEEP 711 .I i L5 NOT TO SCALE PLANTING NOTES 1. ALL PLANTS TO MEET MINIMUM STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMAN. CONTRACTOR SHALL GUARANTEE ALL PLANTED MATERIALS A MINIMUM OF 1 YEAR TIME. 2. CONTRACTOR IS TO VERIFY LOCATIONS OF UTILITIES 72 HOURS PRIOR TO WORK. 3. CONTRACTOR SHALL MAINTAIN ALL WORK INCLUDING WATERING AND FENCE PROTECTION FROM TRAFFIC, PEDESTRIAN ACTIVITIES, EROSION UNTIL FINAL ACCEPTANCE OF THE PROJECT. 4. ALL EXISTING VEGETATION TO REMAIN SHALL BE VERIFIED WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION OPERATIONS. TAKE EVERY PRECAUTION TO AVOID DAMAGE TO ANY EXISTING VEGETATION TO REMAIN. ANY EXISTING VEGETATION, DAMAGED BY THE CONTRACTOR WILL BE EVALUATED BY A CERTIFIED ARBORIST AND ASSESSED FOR DAMAGE. THE CONTRACTOR IS RESPONSIBLE FOR ALL INCURRED COSTS OF THE DAMAGE OR REPLACEMENT. CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ALL ITEMS DAMAGED OUTSIDE CONSTRUCTION LIMITS OR DISTURBED ON SITE WHICH ARE NOT PART OF THE IDENTIFIED WORK OF THIS CONTRACT. 5. PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED WITHIN 3 DAYS. ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY LANDSCAPE ARCHITECT. 6. ALL PLANTS SHALL BE WATERED IMMEDIATELY UPON DELIVERY TO THE SITE AT THE TIME OF PLANTING. 7. ANY CONTRACTOR RECOMMENDED SUBSTITUTIONS; CHANGES OR ALTERATIONS MUST BE APPROVED BY THE OWNER. UNAPPROVED SUBSTITUTIONS, CHANGES OR ALTERATIONS SHALL BE REMOVED AND REPLACED WITH APPROPRIATE PLANTS. 8. ALL PLANTING AREAS ARE TO BE CONTAINED WITHIN BARK MULCHED BED, BARK MULCH TO BE SHREDDED HARDWOOD, NATURAL IN COLOR WITH NO ADDITIONAL DYES, PAINT OR ARTIFICIAL COLORATION. ALL MULCH OR DESIGNATED PLANTING BEDS SHALL BE SEPARATED FROM THE TURF SPADE EDGES UNLESS OTHERWISE INDICATED. 9. ALL DISTURBED AREAS, NOT OTHERWISE NOTED SHALL BE RETURNED TO LAWN. 10. MIXED PLANTING PERENNIAL BED SHALL BE PLANTED TO THAT THE SHASTA DAISIES ARE IN A LINE, PARALLEL TO THE SIDEWALK, WITH A LEAST 12" BROM THE FRON TO THE LINE TO THE SIDEWALK. THE SEDGES FILL IN ALL ALTHE GAPS. 11. ALL PLANTING METHODS SHALL CONFORM TO THE CITY OF SARATOGA SPRINGS STANDARD DETAILS. APPROVED BY THE SARATOGA SPRINGS PLAN BOARD LINTER AUTHORITY OF 4 RESOLD N ADOPTED:-----__-�� - - _ CHARIPERS N:__ DATE:•--��_�_ SIGN L5 TYP. TYP. NOTE: THE HANDICAP PARKING LAYOUT SHALL MEET OR EXCEED THE CITY STANDARD DETAIL, "TYPICAL PARKING LAYOUT AND DIMENSIONS" EDGE OF PAVEMENT 4" WIDE PARKING LINES PAINTED BLUE ANSI STANDARD HANDICAP SYMBOL PAINTED BLUE NO -PARKING AREA PAINTED WITH 4" WIDE BLUE DIAGANAL LINES 45°, 24" O.C. MAXIMUM SLOPE WITHIN HC SPACE AND STRIPED ISLE SHALL NOT EXCEED 2% 8, 0„ 9'-0" HC PARKING, TYPICAL SIGN "A" - RESERVED PARKING AND VAN ACCESSIBLE SIGNS SIGN "B" - NO RESERVED PARKING 12"X18" PARKING SIGN AT ENGINEERING GRADE ACCESS ISLE REFLECTIVE ALUMINUM SIGN WITH TWO HOLES. SIGN CODE NYSDOT 117-8 VAN ACCESSIBLE SIGN 18"X9" ENGINEERING GRADE REFLECTIVE ALUMINUM SIGN WITH TWO HOLES. SIGN CODE MUTCD D9-6P/R7-8b GALVANIZED STEEL NO PARKING SIGN 12"X1 8" FLANGED CHANNEL SIGN ENGINEERING GRADE z POST. WEIGHT: 2 LBS/FT. REFLECTIVE ALUMINUM :2 PUNCHED FULL SIGN O CONNECT BREAKAWAY HINGE PLATE TO STUB LO POST IN GROUND WITH 5/16" SHEAR BOLTS NOT TO SCALE 47 West Harrison Tax Parcel ID 165,50-2-24 Parking R auirerroent Calculation Office Use 1 per 300 sf of o tce 1600 sf = 5 1(HG) t 712 = 15 Single Fam. 1.5(21 1.5 2 0 Overall Facility I.5 3 1.5 CITY OF SARATOGA SPRINGS PLAN NOTES 1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2.) THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE 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 LOCATION APPROVED BY THE CITY ENGINEER. 4.) THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 5.) CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. 6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. 7.) 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. 8.) 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. 9.) THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF AN FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 0ag 21 a 0 U) Y Cr 0 0 co z Z Z a ¢ p 0 n o m U' Z W ~ 2 0 W a J w W a w U_ z d a > ao U o U a � z L w ~ w a c7 = C7 H 0 O 0 LL W 0 O Z z J 0 O W w IL 0 w O w D 2 w WW S2 Ln wIL r cr w O O O O m N 0 EGT * k N ci W2 a Z dI U N '1771M xsr+� r 0U QU c 0 N Z N Co 3:s q -o ° �a� o Cz°� 000 z %) r -4 C,) .c m y � O U p cx U w �m�3 Lo 6 `. 3 w Of I a ♦^ {, z o I..L 00 L U CV 0 Y LO � V ) i- N N co Z Q U = c vi O C (n L L M _ (n O >N V J U) c� DESIGNED BY: WRS DRAWN BY: WRS CHECKED BY: XXX APPROVED BY: MC SCALE: AS INDICATED 7/07/2017 DATE: RE -ISSUE 5/25/2018 SHEET NUMBER L5 REV. NO. PROJECT NO. - 1703 ©COPYRIGHT 2017 CARDINAL DIRECTION Y LANDSCAPE ARCHITECTURE, PLLC ALL RIGHTS RESERVED. UNA' ITHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS. PHOTOCELL ACCESS DOOR CAST ALUMINUM FINIAL AND ROOF SAME FINISH II AS POLE LED: 64 WATT COLOR TEMPERATURE, TYPE DISTRIBUTION, 120-2 7 VOLT DIMMABLE DRIVER ACRY1_IC ACORN LEAS ELECTRONIC PHOTOCELL (STREET SIDE) 4`— °' DIA, TAPERED POLE a 125 WALL THIiCKNESS 063—T STRUCTURAL GRADE ALUMINUM POLE WELDED FOR SINGLE UNIT CONSTRUCTION BLACK FINISH ACCESS 1 "° GIA. BASE, .75 FLOOR THICKNESS FOUR ANCHOR BOLTS ,AND ONE GROUND ST ID (SEE PG- 2 OF 2 FOR FOUNDATION DETAILS) -1 7" DIA. BASE, 1 " DIA. DOLT CIRCLE, DIAMOND PATTERN, FOUR 1 /2" x 1 " ANCHOR BOLTS CATALOG NUMBER: —a 50S LED-5T-4.AR. 2T —MDR L03— —PEC 2T4/°B SEE PAGE 2 OF Decorative Light - DL1 NOT TO SCALE NOTES 1 INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITYELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS (USE 120V POWER). 2 THE OWNER/DEVELOPER IS RESPONSIBLE FOR ELECTRIFYING THE SYSTEM AND PAYING THE ELECTRIC BILLS UNTIL ACCEPTED AND TAKEN OVER BY THE CITY OF SARATOGA SPRINGS. 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAY WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLEOR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8" INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRZA SHAWMUT FEB-21-21 1 P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATER TIGHT FUSEHOLDER IN HANDHOLE AND PROVIDED SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDERWASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. Cj 0 Pole Base SEE PO. 1 OF 2 FOR FIXTURE'. POSE DETAILS 3/4-r OHAMFER� FINISHE GRADE — ZINC PLATED ANCHOR 81 A EIABLY-PER"•,MANDFA" RECOMMENDATION — '@ PVC SCHEDULE 40 NO DIRECT BURIAL: GROUND ROD PER N.E.C. 4000 PSI CONCRETE _ BASE W 1 UNDISTURBED SUBGRADE OR COMPACTED TO 0% NOT TO SCALE * AR ENDEEO TOPSOIL MIXTURE SHALL E IN THE Fi LOWNG RATIOS BY VOLUME 0 PARTS TOPSGIL 4 PARTS PEAT MCIS S 2 HAFTS PEAT HUMUS 1 PART FERnLI ER (10-6-4) �... WRAP:'WATERPROOF TREE WRAP — APPLY IN 4' WIDE STRIPS MULCH --: 3" MIN - SAUCER FINISHED GRADE AMENDED TOPSOIL SUSGRADE Tree Plan ti Shrub Planti NOTES' MAJOR TREES (STREET :AND SHADE) SHALL BE " MIN. D.B.H. (DIAMETER AT BREAST HEIGHT) ,MINOR TREES (SMALL ORNAMENTALS) SHALL BE 27 MIN. D-B.H. SEE SUBDIVISION CONSTRUCTION REGULATIONS FOR RECOMMENDED STREET TREE SPECIES. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOV01NG INFORMATION, TO FEE APPROVED BY THE CITY OF SARATOGA SPRINGS. BOTANICAL NAME HEIGHT OR TRUNK DI'.A- COMMON NAME SPACING TOTAL WANTITY HOSE WIRE No. 10 GAL; STAKES 2� — 2 1 /2" DIA, OR SO, 8' LONG UE 3 STAKES FOR OVER " CAL. STAKES— 2" CAL. & UNDER 12 PITSBALL DIA. + 2 HARK MULCH Y MIN. AMENDED TCPSOIL MIXTURE IN THE FOLLO" NG RATIOS, BY 'VOLUME. 0 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) NOT TO SCALE NOT TO SCALE CITY OF SARATOGA SPRINGS PLAN NOTES 1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2.) THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE 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 LOCATION APPROVED BY THE CITY ENGINEER. 4.) THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 5.) CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. 6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. 7.) 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. 8.) 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. 9.) THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF AN FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 0 co Y Of 0 z z Z z J a � Q 0 O o a U w m = z w IDfLL ~ z J W z a d cr > m Q U 2 O U z J z a w F r w a U Z i U J 0wz0 O LL O LL LL w W 0 > W W N > W W L _ > W — Lb o M O 0 m O 0 O N N za 0 ir N ch a O W 3� ,a 0 akin �o r +' CV)Q U nn 4-J QV C w 0 N � U E Z �: O0 0 c0 -C C ._U LU Z C)C O i0•300 a a 0) } a � �c co .5; a� CL .i C, 'y~r. r'a 600 N �, U m N O ��+ U m o 3 o ct i� Q -- w a ,k.} Z Q 00 L U (V O Y L Cn C/ / W \ L W / TC i Z O L C L 'Nr CA W c Tcu ti Coco 1 Q N O U) DESIGNED BY: WRS DRAWN BY: WRS CHECKED BY: XXX APPROVED BY: MC SCALE: AS INDICATED 7/07/2017 DATE: RE -ISSUE 5/25/2018 SHEET NUMBER L 10 Details REV. NO. PROJECT NO. - 1703 1 ©COPYRIGHT 2017 CARDINAL DIRECTION i LANDSCAPE ARCHITECTURE, PLLC ALL RIGHTS RESERVED. UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS.