Loading...
HomeMy WebLinkAbout20240410 9 Gridley Horseshoe Inn Site Plans As-ApprovedHorseshoe Inn PROJECT VICINITY MAP PROJECT LOCATION MAP SITE / CIVIL: kc4m)= 40 Long Alley Saratoga Springs The LA GROUP NY 12866 Landscape Architecture & Engineering P.C. p 518-587-8100 f 518-587-0180 People. Purpose. Place. www.thelagroup.com APPLICANT: Horseshoe Inn, Inc. P.O. Box 411 Glen Falls, NY 12801 ❑T SCALE: N.T.S. ❑'h SCALE: N.T.S. SPECIAL USE PERMIT NOTICE OF DECISION CITY OF SARATOGA SPRINGS PLANNING BOARD is City Hall - 474 Broadway Saratoga Springs, New York 12866 Tel: 518-587-3550 "'vti�7ED www.saratoga-springs.org NOTICE OF DECISION IN THE MATTER OF THE APPLICATION #20240128 HORSESHOE INN, INC. 9 GRIDLEY ST. SARATOGA SPRINGS, NY 12866 Site Plan Application 9 Gridley Street, Saratoga Springs, NY 12866 JULY 8, 2024; REVISED SEPT. 9, 2024 SHEET INDEX: COVER CHUCK MARSHALL, Chair S-1 SURVEY- [ By Van Dusen & Steves Land Surveyors ] MARK PINGEL, Vice Chair KERRYMAYO L-1.0 SITE PREP, DEMO & ESC PLAN BILL MCTYGUE PATTY ISON MICHAERKNG L-2.0 LAYOUT & MATERIALS PLAN MICHAEL KING TONY STELLATO JOSEPH FERRANTE, Alternate L-3.0 LANDSCAPE & LIGHTING PLAN L-4.0 DETAILS Involving the premises with tax parcel # 179.29-3-26, in the City of Saratoga Springs, on an application for a renewable special use permit for outdoor entertainment in the Gateway Commercial — Urban (GC-U) District. In accordance with 6 NYCRR Part 617, the Planning Board classified the action as a Type II SEQRA Action: • (18) reuse of a residential or commercial structure, or of a structure containing mixed residential and commercial uses, where the residential or commercial use is a permitted use under the applicable zoning law or ordinance, including permitted by special use permit; Having properly noticed and conducted a public hearing on April 1 1, 2024 as required on the proposed use; And, upon evaluation of the application based on the City's enumerated evaluation criteria to ensure that the proposed use will not adversely affect surrounding properties and community character; And, In accordance with the approval standards set forth in the City's Unified Development Ordinance, article 13.4 "Special Use", the Planning Board issues the following decision on April 11, 2024 (passed 7-0 — in favor: Marshall, Pingel, Morrison, McTygue, King, Stellato, Ferrante): © Issue a renewable special use permit for a period of 6-years for outdoor entertainment in general conformance with the submitted sketch plan dated 4/5/2024 with the following revisions and conditions: Conditions: I . The outdoor entertainment with 44 seats shall be limited to six (6) days in addition to the days of the thoroughbred racing meet, with the total capacity of patrons governed by the NYS Fire Code. 2. The hours of operation for the outdoor entertainment shall be limited to between the hours of 4PM and I OPM Sunday through Thursday and between 4PM and I I PM Friday and Saturday. 3. The applicant shall continue to work with all adjacent residential properties to control and reduce any adverse impacts from this outdoor entertainment. 4. The applicant shall comply with all provisions of the City's Noise Ordinance. 5. The site shall be used in general conformance with the sketch plan attached hereto and dated 4/5/2024. 6. When outdoor entertainment is offered, the curb cut on Gridley St. at the Nelson Ave. intersection shall remain closed (barricaded) as shown on the sketch plan. 7. The applicant shall submit an application for site plan review no later than 6/ I/2024. 8. The applicant shall comply/complete any site plan improvements no later than 5/31 /2025. 9. This special use permit for outdoor entertainment shall expire in 6-years on May 17, 2030, but upon application it may be renewed by the Planning Board. Note: this approval shall expire 18 months from the issuance date unless all conditions have been complied with and a building permit issued, if applicable. April 16, 2024 Date filed with Accounts Dept. Chair Ile 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, THE 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 SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS 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 FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN 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. 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. SITE STATISTICS: TAX PARCEL # 179.29-3-26 PARCEL SIZE: ± 33,812 S.F. ZONING DISTRICT: GATEWAY -COMMERCIAL -URBAN DISTICT (GC-U) USE: OUTDOOR ENTERTAINMENT SITE PLAN NOTICE OF DECISION CITY OF SARATt GiA SPRING ` PLANNING BOARD City Hall- 474 Broadway ~' •; ,y Saratoga Springs, Now York 12866 Tet:518-587-355d fax. 518-5 80 `�w`..�r.4. r�+wrrora:saratrsga-slxirrg�-' In the n-otter of the application #20240410 HORSESHOE INN, INC. 9 GRI LEY ST. SARATOGA PRtNGs, NY 12866 CHUCK MA16tiALL, Chap - MARK PINGEL, Vice Chair KERRY MAYO BILL MC YYGUE PATTY MORRISON MICHAEL KING TOW STELLATO JOSEPH FERRANTE, Alrem" Involving the premises with tax parcel # 179.29-3-26, in the City of Saratoga Sp", on an application for Site Plan Review for constrtreted changes to the property associated with the outdoor entertaincrient use in the Gateway Commercial — Urban (GC-U) Disti-ir t. In accordance with 6 NYCRR Part 617. the Planrirvg Board claissified the action as a Type ll SEQRAActioon (9) construction or exparrsiott ofa primary or acceessorylappurteriant, nonresidential str x-ture or facility involving less than 4,ODO square feet of gross floor area and not involving a change in zoning or a use variance and consistent with local land use controls, but not radio commurocation or ccrowave transmission facilities; And, in accordance with Site Plan Review approval standards in the Unified DwAAoprnent Cirdinatrt o, Article 13.5, the Planning Bogwd issued the following decision on )urn 27, 2024 passetd 7-0 in favor: Mar -shall, Maya, McTygue, Morrison, Ding, Stellato, Ferrante: Ms• M t s-..: •,a ammml. 1. Provide striping of the on -street parking spaces on Bowman St. 2. DPW review and approval of motion of the new pedestrian streetlight rt on Nelson Ave. - Provide ckwurnentation of conformanceAnth all required conditions of :approval Note. This approval shalt expire within eighteen (18) months if the applicant Imes not implemented the approval' per Article 13.5 of the DODO. July 5. 2024 __._.... .... Date filed with Accounts Dept_ Chair PWIofI OF NEB y GS 8 h,` O r � 0ui 13 9�FES S11 OAP Planning Board #20240410 BQproval -71el� W Approved under authority of a resolution adopted by the Planning/, 3oard of the City of Saratoga Springs. hairperson Date Signed � Legend: Deed Reference: IPF =IRON PIPE FOUND One Story Joseph A. Mack Concrete Block Budding IRF =IRON ROD FOUND TO CIRF = CAPPED IRON ROD FOUND The Bullpen II, LLC = HYDRANT Dated February 10, 2006 Kv In Book 1748 Page 85 = WATER VALVE SO = SEWER ACCESS COVER Map References: 2�= UTILITY POLE CB = CATCH BASIN Map Of a Survey For 4 I The Bullpen II, LLC Dated January 31, 2006 Q) By D, L. Dickinson Associates One story o � Apartment House a --LOT 10 Map of a Survey Made For SOT � Neil F. Hopkins Two Story Dated May 6, 2016 Q Asphalt parking House By Van Dusen & Steves ❑ CB B Electric CB Meter l c5 Dempster N 70°06'32" E y25,00° CIRF N 69°48'22" E M.R. stre S g El )too Fence 0,00' _\ rnpane Smoker °3' Portable 13athroonis (Typ.) I r— Picket Fence 0 ��� Bar O , Z ,; Z C5 s AREA Asphalt 29658. 7 Sq. Fee CF5 I v j LOT 14 Light Pole 0.68 Acres ; ti � m " Cooler o NOTE; GATES TO REMAIN OPEN DURING OUTDOOR ENTERTAINMENT BY ATTACHING U m r FENCE GATE TO r o U U C; W Cooler ! o U "Tented Area" zz00 Crowd Control Barricade c� !I rent I o z 1j Z Asphalt Parking A5phat Parking i rF3 O _ 73 N s LOT 13 o / 2 Story Wood Frame i Q Crowd Control Barricade _ 1 503 Building o p I1 J z O O The Horseshoe" o N �: T �0. l e ! O Temporary Pop ur Tents In Place During Outdoor Entertainment I V V NN// V VAsphalt � J L Q� "_ :V w O �Ug r,F a c Z Cr. -� des_J I Ole Y_nt: anca / �xlt Cate i /5tt NOTE 150. 11 c 125, 05' 1 T S 68°28' 12' W ® IPF S 68°30' 22" W ca�P �creet Taxi ,5tena I �Ltl-Or Area _ -4 -- - -0 O —v -- -- ko ✓ >f ConeS o tan � I PuG-C�-t P, ea pure I v _ G' Water Main �w-- _ Gridley Street ~ Right of Way `'40' Ir. = 3<4., m n 304 72 Pavement width = 30't �p^ P- - 0.32 y �. '� �. — ---- -- ._._--- -_— - - u (Formerly Known Crescent Street" As Per Map Ref. No. 1) 8 Gas Main — — -- — v — ......_ �_ -- --.- --� / Map of a Survey and Proposed Special Use Permit Site Plan made for 9 Gridley i d l e V Street LLC J City of Saratoga Springs (ID), Saratoga County, New YorkDRELLOS Date: November 10, 2017 Scale 1 "-' 20' L u s t"( }� S t e v e S Land S u r v e y o r s 169 Haviland Road Queensbury, New York 12804 '518) 792-8474 New York Lic. No. 50135 'UNAUTHORIZED ALTERATION OR ADDITION ?O A 5URVEY MAPBEARINGALICEN5EDIANE5URVEYOR5BEAL15A OLATION OF 5EGTION 7209 SUB DIVISION 2, OF THE NEW YOM STATE EDUCATION LAW." NLY COPIES FROM THE ORIGINAL OF 7H15 5URVEY M'OARKED WITH AN ORIGINAL OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED -O BE VALID `RUE COPIES " "ICATI°N5 INDICATED HEREON SIGNIFY THAT -Hi5 15 5U SURVEY WAS PREPARED IN ACCORDANCE WITH THE E%15TING CODE OF PRACTICE FOR LAND 5URVEYOR5 ADOP'ED BY THE NEW PORK 5TATE ASSOCIATION OF PROFESSIONAL ;AND SDRVEYORS SAID CERTIFIGAT10N5 SHALL RUN ONLY _O THE PERSON FOR WHOM THE 5URVEY 15 PREPARED. AND ON 1I5 BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING IN5TITUTIONU5TEDHEREON AND -O THE ASSIGNEES OF THE LENDING INSTITUTION:' S — SHEET 1 OF 1 4 01125124 CITY REVIEW COMMENTS 3 12/20/23 UPDATE & SITE PLAN 2 3/22/18 MI SG. REVISIONS 1 12121117 PROPOSED COOLER & FREEZER DWG, NO. 17-006 C3I33 NO. DATE DESCRIPTION 179.29-3-26 0 3 m 0 O 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. MO W R MOVI CONCRETE CURI 7i O ce r� 0 L CB The LA GROUP Landscape Architecture& Fingineering RC cg ie, pxtrpo , P(44,. f. 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. Horseshoe Inn, Inc P.O. Box 411 Glens Falls, NY 12801 Project Title: Special Use Permit Renewal uricuey �tr et �1_ Right Of Way - 40 Inv = 304.7 Inv = 304.72 —� _ Pavement width = 30+ 'wm=31o.os — — — � 9 Gridley Street - - - - Rm=3o9.sa (Formerly Known A� Crescent Street" As Per Map Ref. No. 1) i 9 Grid a Springs, s NY 12866 -�4f ��f ff�­�3" Gas Main — — — — — I g p g — --6" Gas Main. — — _. .. ..... ... O No Parkng 5ign 547°25'E, ) .40' from Corner r r/ \ Asphalt 25 Ft. Wide Surface a I � Perpetual Right -Of --Way IX For Ingress And Egress I (� tl As Stated in Book 2015 Of De eds At Page 23311 40' Setback Lot 45 f Lands N/F Of �:' _.. The n Yu Chen Living Trust �_..._._....._....�__...�.__..._.HO.g_.... _._.._.. --g Lot 44 #2 Gridley Street � ,' � r o 2011113357 Tax Parcel: 179, 0-5-2 �, �f y !f Tax Parcel: 179. 00-5-1 Area 'Brentwood" Motel 20, 627. 7 sq. ft. 0.47 acres 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. 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. REMOVALS NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER 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. Lot ! Lot 2 Planning Board #20240410 Approval 1 /r/',Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairp rson Date Signed 20 10 0 5 10 15 20 Scale- 1" = 20' LEGEND -- — — — PROPERTY LINE SS CONSTRUCTION LIMIT LINE REMOVE ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT wxxxxxxxx REMOVE ITEM NEW Y ,tQ. SAS B. CO 9 r Cl v to Z ,LU ;0� _ R�FES SIP Project No.: 2023074 Design: MCB Drawn: MCB Ch'k'd: DRC Date: 05/16/24 Scale: 1"=20' Rev: Description: Date: Drawing Title SITE PREPARATION & DEMOLITION PLAN Drawing No. L-1.0 � W W WZ Z o>� acnLL m m 0 0 PLANTING NOTES: 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. 4I 4--) U) IPF Gridley Street Right Of Way = 40' Pavement width = 30'± (Formerly Known As "Crescent Street" As Per Map Ref. No. 1) .moo 547°251E, i .40' .... From Corner r� f / Asphalt '�� 25 Ft. Wide ,! r Perpetual Right -Of -Way surface ,�'j For Ingress And Egress As Stated in Book 2015 Of Deeds At Page 23311 I 40' 5etback X, !f Lot 45 �/ I Lands N/F Of Lot t f ____...... _._._.. The Hon Chen en Living Trust Lot ..2 _..._. #2 Gridley Street ( r', � 2011/13357 Tax Parcel: 179. 0-5-2 'ram f � Tax Parcel: 179.00-5-1 7. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 8, CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP 9 TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP -TO -TIP. 1 3 ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR TULL', OR'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMED 1 TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED, 4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. 5. TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. 6. IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON -AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 0, CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS 1. ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR. 12. PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE. 13. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. 14. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. 15. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST. 16. GRASS SEED: FRESH, CLEAN, DRY, NEW -CROP SEED COMPLYING WITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: PROPORTION GERMINATION PURITY COMMON NAME BY WEIGHT MINIMUM MINIMUM CREEPING RED FESCUE 50% 85% 95% OR CHEWINGS FESCUE KENTUCKY BLUEGRASS 25% 85% 90% PERENNIAL RYE 90% 25% 90% 17. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422) AND BASED ON THE 'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE, AND TOXIC MATTER HARMFUL TO PLANT GROWTH, TOPSOIL SPECIFICATION: GRADATION: SIEVE % PASSING BY WEIGHT MIN. MAX. #10 100 5.2-7.0 #20 78 95 4%-6% #40 67 87 35LB. PER AC #60 48 78 #100 40 75 #200 28 63 NOT TO EXCEED 500 PPM #270 22 55 .002 2 7 PLANT LIST CHEMICAL ANALYSIS PH RANGE ORGANIC MATTER MAGNESIUM PHOSPHORUS POTASSIUM SOLUBLE SALTS SYM QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES CK 2 Cladrastis kentukea American Yellowood 8'-10' ht. B&B GT 2 Gleditsia tricanthos v. inermis Thornless Honeylocust 8'-1 U ht. B&B Planning Board #20240410 ARQr4YQ1 Approved under authority of a resolution adopted 7 /04� by the Planning Board of the City of Saratoga Sprin hairperson Date Signed o LEGEND PROPERTY LINE — CONSTRUCTION LIMIT LINE 0 PROPOSED DECIDUOUS TREE 20 10 0 5 10 15 20 Scale: 1" = 20' 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. Horseshoe Inn, Inc P.O. Box 411 Glens Falls, NY 12801 Project Title: Special Use Permit Renewal 9 Gridley Street Saratoga Springs, NY 12866 y,� J�ps B. * ir w Z��OA 09131) R°FESS10 ���►v Project No.: 2023074 Design: MCB Drawn: MCB Ch'k'd: DRC Date: 05/16/24 Scale: 1` 20' Rev: Description: Date: 1 PLAN REVISIONS 7/8/2024 2 1 FINAL MYLAR REVISIONS 9/9/2024 Drawing Title LANDSCAPE & LIGHTING PLAN Drawing No. L-3.0 I LAYOUT NOTES: 1. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 2. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. 3. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 4. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS o a o SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. O O M N � O � Q N N Q g° 5. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, g ° " DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF o M PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE Z ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR 0 SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE c� O TRANS CONCRETE CURE PF PRIOR TO CONTINUING WORK. 6. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. n Planning Board #20240410 Approval Approved under authority of a resolution adopted ? S L 111� by the Planning Board of the City of Saratoga Spri gs. C airperson Date Signed SH CONCRETE ZB NCRETEPAVEMENT )NCRETE CURB, TYP. LEGEND 20 10 0 5 10 15 20 orrm���� Scale: 1" = 20' PROPERTY LINE CONSTRUCTION LIMIT LINE CONCRETE PAVEMENT GRASS AREA The LA GROUP Landscape Architecture & Engineeriiig P.C. pewpir, I-1uapesr, f'face. Wit`) Lwig AllfV ` i8-587-8itl0 ,,garatog a Springse, �.�, i`:>87-t�3F.�C:':? 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. - Horseshoe Inn, Inc P.O. Box 411 Glens Falls, NY 12801 Project Title: Special Use Permit Renewal 9 Gridley Street Saratoga Springs, NY 12866 of NEFV� s e, O �P)�o r_ a Project No.. 2023074 Design: MCB Drawn: MCB Ch'k'd: DRC Date: 05/16/24 Scale: 1"=20' Rev: Description: Date: 1 PLAN REVISIONS 7/8/2024 2 FINAL MYLAR REVISIONS 9/9/2024 Drawing Title LAYOUT PLAN Drawing No. L-2.0 ,ROSSWALK 0 MEET DRIVE DGE AT FLUSH URB. PAINTED PEDESTRIAN CROSSWALK Scale: NTS BROOM FINISH PERPENDICULAR BROOM FINISH PERPENDICULAR TO WALK TO WALK 4" CONCRETE 6" CONCRETE - SEE CONCRETE SPECIFICATIONS �.y 6 X 6" NO WOVEN WIRE 6 X 6" NO s WOVEN WIRE MESH EXCEPT A.O.B.E. v xr MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS' 8 GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED y DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR i ri i ''' TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 'i` % SUBGRADE COMPACTED TO 90% STANDARD PROCTOR 90% STANDARD PROCTOR SIDEWALK NOTES: DUMPSTER/BUS AND BIKE SHELTER PAD EXPANSION JOINT SPACING - 20'-25' O.0 CONTROL JOINT SPACING - S 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 CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY MINIMUM SPECIFICATIONS. WITH CLIMATE AND WEATHER CONDITIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL SHALL MEET OR EXCEED THESE COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE CONSTRUCTION AND MATERIALS", 1985. AIR -ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW WATER -CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY LESS," (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE PLANNING BOARD. 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 "A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST CONCRETE PAVEMENT Scale: NTS EXPANSION JOII CONCRETE SIDEWALK, SEE DETAIL CO O 6" CONCRETE CURB Scale: NTS LOCATE SIGN 2' OFF EDGE OF CURB OR WALK HEAVY DUTY ALUMINUM SIGN �j 1-3/4" SQUARE GALV. STEEL POST. PAINT ONE PRIME AND TWO FINISH COATS BLACK MARINE ENAMEL 2" SQUARE GALV. STEEL SIGN POST STOCK SLEEVE TO MATCH POST FINISH GRADE l0l (LAWN OR PLANT BED) COMPACTED SUBGRADE NOTE: 1. OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION, 2. INSTALL 2' FROM EDGE OF PAVEMENT, SIGNAGE PAVEMENT CAST -IN -PLACE CONCRETE CURB, SEE CONCRETE SPECIFICATION GRAVEL COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TEXT LETTER APPROX. SIZE OF SIGN M.U.T.C.D. NO. SIZE TYPE S1 BARKING SEE 12" X 18" ® M.U.T.C.D. 1.5 S.F. P4 - 6C S2 �NABYnME 4" 12" X 18" P1-1 1.5 S.F. 1/2" F 1/4" EXPANSION JC SIDEWALK, SEE JOINT CONCRETE SID C.! 1/2" RADIUS WITH 1/2" REVEAL UNLESS OTHERWISE NOTED PROVIDE 1/4" EXPANSION JOINT IF INTERFACE WITH CONCRETE PAVING. ADJACENT PAVEMENT, SEE PLANS. CAST-IN-PLACE/SLIP FORM CONCRETE CURB, SEE CONCRETE SPECS LISTED ON CONCRETE PAVING DETAIL. COMPACTED GRAVEL (TO 95% STD. PROCTOR) NYSDOT SECT. 304 SUBBASE TYPE 4 COMPACTED OR UNDISTURBED SUBGRADE (TO 90% STD. Q o o NOTE: PROCTOR) EXPANSION JOINTS SPACED ALONG CURB 10' O.C. MAX. FLUSH CONCRETE CURB Scale: NTS n Ca STANDARD ACCESSIBLE SYMBOL Scale: NTS FREE STANDING "NO PARKING" SIGN(4, S2 TO MEET ANSI STDS. (12X18" MIN. SIZE. 80" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). 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. 4, S1 FREE STANDING RESERVED PARKING SIGN TO L-4.0 MEET ANSI STDS. (80" MOUNTING HEIGHT AT BOTTOM OF SIGN), SIGN SHALL NOT BE OBSCURED BY A VEHICLE IN THIS SPACE. 4" WIDE PARKING LINES PAINTED WHITE NON -ACCESSIBLE PARKING SPACE (TYP.) NOTE: ANSI PROVIDE 1 ACCESSIBLE STANDARD SPACE IN EVERY 25 ACCESSIBLE PARKING SPACES UP TO SYMBOL 100, 1 HANDICAP SPACE IN EVERY SPACES OVER 100. (AS PER N.Y.S. BLDG, CODE). 9'-0" 10 9'-0" TYP. 0 NO -PARKING STRIP PAINTED NOTE: 1. MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING WITH 4" WHITE DIAGONAL AND/OR STRIPED AREA SHALL NOT EXCEED 1:50 (2%) LINES 2 REFER TO PLAN FOR LAYOUT INFORMATION Planning Board #20240410 Approval 6 Approved under authority of a resolution adopted ti by the Planning Board of the City of Saratoga Springs. h ' person Date Signed NOTES: 1. ANCHORED BY (2) 3/4" STEEL RODS, 18" LONG 2. REINFORCED BY 4-3/8" DEFORMED #3 BARS 3. WEIGHT, APPROX. 275 LB& 10" SECTION CONCRETE WHEEL STOP Scale: NTS NOTES 1. 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 SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED 3 ELECTRIC SERVICE: 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 A SYN121212HH02, 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 (1) 5/8INCH 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, FERRAZ 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 WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE 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 INTO CONCRETE BASE USING FENDER a WASHERS. 2 INCH OD 112 INCH ID AND 118 INCH THICKNESS AND LOCK WASHERS z 0 17" DIA BASE 12"DIA BOLT CIRCLE. DIAMOND PATTERN Z FOUR J' x 18" ANCHOR BOLTS STREET LIGHT Scale: NTS 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: Horseshoe Inn, Inc P.O. Box 411 Glens Falls, NY 12801 OBLIQUE CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE 4ARC22T5-MDL03 LED: 64 WATT 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION,120-277 VOLT DIMMABLE DRIVER ACRYLIC ACORN LENS 5T TWIST LOCK FITTER DRIVER COMPARTMENT ELECTRONIC 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 CATALOG NUMBER PT-D650SR L E D-5 T-4A R22T5- M D L03-A-P E C/4214T4/B K 17" DIA. BASE WITH 0.750" FLOOR THICKNESS, FOUR ANCHOR BOLTS AND ONE GROUND STUD i'CHAMFER FINISHED GRADE ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION 2" PVC SCHEDULE 40 NO DIRECT BURIAL GROUND ROD PER N E.0 J 4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FROM 20" DIA. . I. �. UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD PROCTOR Project Title: 20„ Special Use Permit Renewal 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 9 Gridley Street Saratoga Springs, NY 12866 .��of NE p O 1 S CO J��A W Q81339 Project No.: 2023074 Design: MCB Drawn: MCB Ch'k'd: DRC Date: 05/16/24 Scale: NTS Rev: Description: Date: Drawing Title SITE DETAILS Drawing No. Scale: NTS ACCESSIBLE PARKING Scale: NTS DECIDUOUS TREE Scale: NTS L-4.0