The URL can be used to link to this page

Home My WebLink About20180566 18.042 68 Weibel Ave-Sketch PlanU) N CHECKED BY: DRAWN BY: DESIGN BY SITE LOCATION MAP — SCALE: I" = 2,000' MAP REFERENCES: 1) MAP ENTITLED: "DEED PLAT OF LANDS OF EUGENE M. STONE & BERTHA STONE AND G -BAR -G ASSOCIATES, A NEW YORK LIMITED PARTNERSHIP MAP DATE: MAY 14, 1997 PREPARED BY: ENVIRONMENTAL DESIGN PARTNERSHIP, LLP 2) MAP ENTITLED: "BOUNDARY SURVEY, LANDS NOW OR FORMERLY OF WEIBEL AVENUE APARTMENTS, LLC" MAP DATE: AUGUST 3, 2011 LAST REVISED: JUNE 20, 2013 PREPARED BY.- C.T. MALE ASSOCIATES 3) SARATOGA COUNTY REAL PROPERTY TAX MAP CITY OF SARATOGA SPRINGS (OUTSIDE DISTRICT) SECTION 153.00 BLOCK 1 LOT No. 11.1 & 11.2 0 o N 2 BLEND NEW CONCRETE SIDEWALK SMOOTHLY WITH EXISTING AT EDGE OF PROPERTY 5 WOOD FRAME BUILDING • CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE 4ARC22T5-MDLO3 LED: 64 WATT 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER ACRYLIC ACORN LENS 5T TWIST LOCK FITTER DRIVER COMPARTMENT ELETRONIC PHOTOCELL (STREET SIDE) 4" 3" DIA. TAPERED POLE .125 WALL THICKNESS 6063-T6 STRUCTURAL GRADE ALUMINUM POLE WELDED FOR SINGLE UNIT CONSTRUCTION BLACK FINISH ACCESS DOOR 17" DIA. BASE, .750 FLOOR THICKNESS FOUR ANCHOR BOLTS AND ONE GROUND STUD STREET PHOTOCELL 17" DIA. BASE, 12" DIA. BOLTCIRCLE, DIAMOND PATTERN, FOUR }" X 18" ANCHOR BOLTS CATALOG NUMBER PT-D650SRLED-5T-4AR22T5-MDL03-A-PEC/4212T4/BK ACCESS DOOR r 30V21S HSINIH M0138 'NIW NOTES: 3 20" i" CHAMFER FINISH GRADE ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATIONS 2" PVC SCHEDULE 40 NO DIRECT BURIAL GROUND ROD PER N.E.C. 4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FORM 20" DIA, UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD PROCTOR I. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. THE CITY OF SARATOGA TAKES OVER THE LIGHT ONCE CONNECTED. 3. ELECTRIC SERVICES: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS 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 SYNI22112HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (I)* INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM THE HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER. FERRAZ SHAMUT FEB -21-21 IP 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSBI IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSE HOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDER, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN THE 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 FENDER WASHERS, 2 INCH OD } INCH ID AND INCH THICKNESS, AND LOCK WASHER. CITY OF SARATOGA LIGHT POLE AND BASE ASPHALT PAVEMENT F.O.C. PROPOSED PINE TREES O.P. ea_e_dote 2 LUE St /ILO L, • Z. Z PROPOSED STREET TREE sp0 / gl I / / I 'CONC. WALKI 41221 M.H. ids 0 U ,H 03 0-5 A PROPOSED STREET LIGHT in N 1,47 afto w ,,44. • ip • ip°1441V EXISTING DONATION B- INS TO -a H.U.L. REMAIN • NM 87 PROPOSED STREET TREE CONCRETE WALK SITE IDENTITY SIGN WITH LANDSCAPING (/)0 La o Q LLZ ~ W Gr) o C)oo Lu Q�Q m J Y Q o v I EXISTING ASPHALT TO REMAIN PROPOSED RAIN GARDEN • •. o •�.� � \ \ \ • •• ( / EXISTING FENCE GOLF TO BE REPAIRED 4 SIG,e AND REMAIN SPLIT Al EIC -E• • SCALE: N.T.S. LANDS N/F OF STANDISH LLC INSTRUMENT No. 2011034473 WOOD FRAME BUILDING N84 004 '20"E WO 0 04.0 • tit0 01‘00 O 4' DIA. WA fER WEL 161.2'.± d PAINTED CROSSWALK ASPHALT PARKING O. H. U. L. FUTURE INTER PROPERTY CONNECTION EXISTING INSURANCE BUILDING TO REMAIN REMOVE EXISITNG GRAVEL AND RESTORE GRAVEL I WITH LAWN �I I ASPHALT PAVEMENT PROPOSED SHRUBS / VEGETATION, TYP. ilk PROPOSED PINE TREES WOOD FRAME BUILDING *AMENDED SOIL TOPSOIL MIXTURE SHALL BE IN THE FOLLOWING RATIOS BY VOLUME 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS I PART FERTILIZER (10-6-4) I2". TYP FINISHED GRADE ■ i ,— 11 1 1.= tilt IP Ile i=11=:J�II=IL= . NOTES: I. MAJOR TREES (STREET AND SHADE) SHALL BE 3" MIN. D.B.H. (DIAMETER AT BREAST HEIGHT) 2. MINOR STREETS (SMALL ORNAMENTALS) SHALL BE 2" MIN. D.B.H. HOSE WIRE - NO. 10 GAUGE STAKES 2" TO 2-1/2" DIA. OR SQ. 8' LONG USE 3 STAKES FOR OVER 2" CAL. 2 STAKES FOR 2" AND UNDER CAL. WRAP: WATERPROOF TREE WRAP, APPLY IN 4" WIDE STRIPS. PLANTING MIX SAUCER 3" MULCH AMENDED* TOPSOIL MIXTURE CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND UNDISTURBED SUBGRADE CITY OF SARATOGA SPRINGS TREE PLANTING DETAIL A BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE 6"X6" NO. -W6.0 X W6.0 WELDED WIRE FABRIC WITH 12" MIN. LAP SPLICE AND 3" BOTTOM CLEARANCE 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACED TO 90% STANDARD PROCTOR TYPICAL PEDESTRIAN LOADING CITY OF SARATOGA CONCRETE SIDEWALK DETAIL U 2 0 U SCALE: N.T.S. NO5'1 7'50"W Co Co O SCALE: N.T.S. DEPTH TO SUBGRADE AS REQ'D PAVEMENT TYPE TOP COURSE BINDER GRAVEL COURSE COURSE PARKING LOT 1 1/2" 12" STANDARD ROADWAY 1 1/2" 12" TOP COURSE - NYS DOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYS DOT ITEM 407-0102 DILUTED BINDER COURSE - NYS DOT ITEM 402.198902 - 19F9 H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG -64-22 EXISTING COMPACTED GRAVEL - FINE GRADE BEFORE PAVING FILTER FABRIC SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR DENSITY NOTES: I. 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 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 ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING SHALL BE AS ORDERED BY THE ENGINEER AND SHALL BE PAID BY THE CONTRACTOR. 4. NOTIFY THE ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. CITY OF SARATOGA SPRINGS ASPHALT PAVEMENT DETAIL C. B 711. 28 0.12' TO I.R.F. QtAl L O.AAH. U.L. LOADING ARE AND I CAR SPCE 7 3 EXISTING FENCE TO BE REPAIRED AND REMAIN EXIST NG SEPTIC TANK TO REMAIN PROPOSED ASPHALT DRIVEWAY n A.L.O. SEPTIC TANK REMOVE EXISITNG CONCRETE AND RESTORE WITH LAWN EXISTING STORAGE BUILDING TO REMAIN REMOVE EXISTING GRAVEL ,' AND RESTORE WITH LAWN / • • / - PROPOSED SHRUBS / CONC. GRAVEL METAL BUILDING BLDG. NO. 2 SPLIT RAIL FENCE PROPOSED RAIN GARDEN EXISTING FENCE TO BE REPAIRED AND REMAIN Ark ASPHALT PAVEMENT 9117 PROPOSED ASPHALT DRIVEWAY VEGETATION, TYP. f :;tR W -H a r•-•7••EE••00••��•••w'. •••-••.7••••••A:w•��••••�i••.•-•-••Ci•••.••••••-••I••ss••�••••••.•rY••coY:'ii- -_: �wairii: - -•i1 ,� �i CO ss • 0 9 99 A -H dd'� v M. H. _ s< 4 04 2O IA/ ._ EONC. u / FPROPERTYUTURE INTER ,as` CONNECTION ASP. WALK L.P. NM 85 0 U SARATOGA SPRINGS ZONING STATISTICS: 68 WEIBEL AVENUE SARATOGA SPRINGS, NY 12866 ZONING DISTRICT: T-4 TRANSECT ZONE 4 URBAN NEIGHBORHOOD TAX MAP PARCELS: 153.0-1-11.2 / 22.5+/- ACRES CURRENT USE: GENERAL OFFICE AND DRIVING RANGE PERMITTED USES WITH SPECIAL USE PERMIT AND SITE PLAN APPROVAL: ALL USES EXCEPT PERMITTED ACCESSORY USES AND STRUCTURES AND PROHIBITED USES. WOOD FRAME BUILDING AREA AND BULK SCHEDULE LOT WIDTH MAX. BLDG HT. MIN. % BUILD OUT ALONG FRONTAGE BUILD TO DISTANCE FROM FRONT LOT LINE SIDE SETBACKS REAR SETBACKS PRINCIPAL BLDG. BACK BLDG. PRINCIPAL BLDG. OUT -BLDG. REQUIRED 2 STORY MIN. (J) 40' MAX. HT. 50 12'-18' 12' AVERAGE 6' MIN. EACH SIDE 24' MIN. 5' MIN. (J) THE CUMULATIVE AREA OF ALL NEW AND EXISTING ONE-STORY STRUCTURE(S) ON ANY ONE LOT SHALL NOT EXCEED 3,000 SQUARE FEET. SPECIAL NOTES: I. ALL TEMPORARY STRUCTURES, INCLUDING ALL TENT/MEMBRANE STRUCTURES LOCATED AT THE SUBJECT PROPERTY, SHALL BE IMMEDIATELY DISCONTINUED IN USE AND SHALL BE REMOVED FROM THE PROPERTY WITHIN SIXTY (60) DAYS FROM THE DATE OF EXECUTION OF THIS STIPULATION AND ORDER OR SETTLEMENT BY THE COURT. 2. ALL SIGNAGE LOCATED AT THE SUBJECT PROPERTY OR RELATING TO ANY BUSINESS OR OPERATION LOCATED AT THE PROPERTY (WHETHER ON-SITE OR OFF-SITE) SHALL BE DISCONTINUNED IN USE AND REMOVED WITHIN THIRTY (30) DAYS FROM THE DATE OF EXECUTION OF THIS STIPULATION AND ORDER OF SETTLEMENT BY THE COURT AND NO FURTHER OR ADDITIONAL SIGNAGE SHALL BE PLACED WITHOUT ALL NECESSARY APPROVALS FROM THE LAND USE BOARDS. 3. ALL UNREGISTERED VEHICLES LOCATED AT THE SUBJECT PROPERTY SHALL BE REMOVED FROM THE PROPERTY WITHIN THIRTY (30) DAYS FROM THE DATE OF EXECUTION OF THIS STIPULATION AND ORDER OF SETTLEMENT BY THE COURT. 4. ALL CONTAINERS (EXCLUDING DUMPSTERS DESIGNATED FOR TENANT USE) LOCATED AT THE SUBJECT PROPERTY SHALL BE DISCONTINUED IN USE AND REMOVED FROM THE PROPERTY WITHIN THIRTY (30) DAYS FROM THE DATE OF EXECUTION OF THIS STIPULATION AND ORDER OF SETTLEMENT BY THE COURT. I STOP ,4 SIGN G.V. E.O. P. ASPHALT PAVEMENT - EXISTING FENCE TO BE REPAIRED AND REMAIN E.O.P 718.48 FUTURE INTER PROPERTY CONNECTION GUIDELINES FOR TRANSECT ZONE LOT WIDTH MAX. BLOCK PERIMETER PARKING LOCATION BLDG. TYPE FRONTAGE TYPE DETACHED SIDE YARD COMMON WALL COURT- YARD OPEN FRONT YARD PORCH STOOP FORE -COURT TERRACE SHOP FRONT 8, AWNING GALLERY 8, ARCADE 36'-72' 1400'-0" 2ND & 3RD LAYER PERMITTED PROHIBITED PERMITTED PERMITTED PROHIBITED PERMITTED PROHIBITED PARKING REQUIREMENTS GENERAL OFFICE: I SPACE PER 300 SQ. FT. FLOOR AREA DRIVING RANGE: I SPACE PER TEE + I PER 200 SQ. FT. BLDG FLOOR AREA BIKE SPACE: I SPACE PER 15 PARKING SPACES WAREHOUSE: I SPACE PER 2 EMPLOYEES RETAIL: I SPACE PER 30 S.F. FLOOR AREA STORAGE: I SPACE PER 2 EMPLOYEES PARKING DEMANDS BUILDING USE SIZE REQUIRED PARKING TOTAL SPACES SPACES PROPOSED BANKED SPACES NO. I OFFICE 900 S.F. I CAR/300 S.F.= 3 CARS 3 4+1 HANDICAP 0 NO. 2 WAREHOUSE 2,400 S.F. I CAR/2 EMPLOYEES= I CAR I I + LOADING AREA 0 NO. 3 WAREHOUSE 1,500 S.F. I CAR/2 EMPLOYEES = I CAR I I + LOADING AREA 0 NO. 4 OFFICE/ RETAIL/ STORAGE 12,500 S.F. 3 OFFICE - I CAR/300 S.F. = 14 CARS RETAIL - I CAR/300 S.F. = 14 CARS 3 I CAR / 2 EMPLOYEES = I CAR 3 STORAGE - I CAR / 2 EMPLOYEES = I CAR 30 6+2 HANDICAP 24 NO. 5 GOLF DRIVING RANGE 150 S.F. I CAR/ I TEE = 4 CARS I CAR/200 S.F. BUILDING = I CAR 5 5 0 UE EXISTING TREES TO REMAIN FUTURE INTER PROPERTY CONNECTION (SBL# 153.00-1-11.2) - PROPOSED SHRUBS / VEGETATION, TYP. (LA.." DEEP O Co N Co O BLDG. NO. 3 O J CO —J ti / PROPOSED RAIN GARDEN LOADING AREA EXISTING STORAGE BUILDING TO REMAIN REMOVE ALL CONSTRUCTION \ DEBRIS FROM SITE i II 11 II i I ACCESS DRIVE TO REMAIN GRAVEL N81°51'10"E EXISTING DRY WELLS TO REMAIN AND USED FOR STORMWATER MANAGEMENT - PROPOSED ASPHALT DRIVEWAY 000000 WOOD FRAME BUILDING 0.24' D.W. J N BOUNDARY LINE NOT SURVEYED 0507 7'50"// PROPOSED SHRUBS / VEGETATION, TYP. LOADING AREA ivm 7/0 PROPOSED PINE TREES, TYP. 91 '± 0 BIKE PARKING BUILDING OO / :----\�\ SCALE: N.T.S. LEGEND PROPERTY LINE A.L.O. ASP. BLDG. BOL. C.B. C.I.R.F. CONC. DIA. D.W. E.O.W. F.O.C. G.M.F. G.V. HYD. I.R.F. L.P. N/F NG NM 0.D. 0. H. U. L. DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES APPROXIMATE LOCATION OF ASPHALT BUILDING BOLLARD CATCH BASIN CAPPED IRON ROD FOUND CONCRETE DIAMETER DRY WELL EDGE OF WOODS FACE OF CURB GRANITE MONUMENT FOUND GATE VALVE FIRE HYDRANT IRON ROD FOUND LAMP POST NOW OR FORMERLY NATIONAL GRID UTILITY POLE NIAGARA MOHAWK UTILITY POLE OUTSIDE DISTRICT OVERHEAD UTILITY LINES 0-- NEW SHRUB LOCATION GRAVEL SURFACE PAVED DRIVE / PARKING LOT 0 /�-• � / `USI AP, 5 SPAC S !/%��i,•R BUILDING FOR GOLF 1;;;0 AREA (4 SPACES) EXISTING OFFICE BUILDING TO REMAIN 91 OE V w LAND BANKED LOADING AREAS 444 Mei rel --e METAL BUILDING BLDG. NO. 4 TU M 0 • • lei" �• - I NEW TREE LOCATION SIDEWALK LOCATION BOUNDARY LI PROPOSED GARDEN RAIN LAND BANKED PARKING II A.L.O. SEPTIC TANK 00 0 AO • • • SPLI RAIL FENCE • LAND BANKED PARKING 8, DRIVEWAY REMOVE GRAVEL AND SAND AND RESTORE WITH LAWN EXISTING DRY WELL TO REMAIN AND USED FOR STORMWATER MANAGEMENT (TITLE Divt) NOT SURVEYED REMOVE FENCE BLDG.NO. 5 EXISTING CLUBHOUSE BUILDING TO REMAIN GOLF DRIVING RANGE WITH 4 TEES (SEE DE REMOVE FENCE FUTURE RAIN GARDEN (LAND BANKED) GRAPHIC SCALE 40 0 20 40 I INCH = 40 FEET studioA STUDIO A LANDSCAPE ARCHITECTURE, DPC MAILING: PO BOX 272 SARATOGA SPRINGS, NY 12866 OFFICE LOCATION: 480 BROADWAY, SUITE 324 SARATOGA SPRINGS, NY 12866 (518)832-4005 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENG INEER ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION. DRAWINGS NOT FOR CONSTRUCTION DESCRIPTION 00 LID PREPARED FOR: GARY E. STONE 10 PD HARRIS ROAD SARATOGA SPRINGS, NY 12866 0 LLJ LLJ LLJ LLJ co DRAWING TITLE SUBMISSION cn DATE: 6/1/4/2018 PROJECT NO. 18 015 DRAWING NO. C -I 0 I DWG 1 OF I