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HomeMy WebLinkAbout20250587 63 Henning Rd Site Plan Plans As-ApprovedRood & Riddle Equine Hospital in Saratoga PROJECT LOCATION MAP Q PROJECT VICINITY MAP SITE / CIVIL: C140 Long Alley Saratoga Springs The LA GROUP NY 12866 Landscape Architecture & Engineering P.C. p 518-587-8100 f 518-587-0180 PeopCe. Purpose. PCace. www.thelagroup.com APPLICANT: Rood and Riddle Real Estate P.O. Box 12047 Lexington, KY 40580 SCALE: N.T.S. SCALE: N.T.S. ARCHITECT: Balzer and Tuck Architecture 468 Broadway Saratoga Springs, NY 12866 Site Plans June 27, 2025, Update September 30, 2025 SHEET INDEX: COVER S-1 SURVEY- [ VAN DUSEN & STEVES LAND SURVEYORS ] L-1.0 SITE PREPARATION & DEMOLITION PLAN L-2.0 LAYOUT & MATERIALS PLAN L-3.0 GRADING & DRAINAGE PLAN L-4.0 UTILITY PLAN L-5.1 SITE DETAILS L-5.2 SITE DETAILS SITE STATISTICS: TAX PARCEL # 166.-3-23 PARCEL SIZE: ± 13.47 ACRES ZONING DISTRICT: RR PROPOSED USE: EQUINE MEDICAL CARE FACILITY AREA / BULK REQUIREMENTS REQUIRED PROPOSED EXISTING MINIMUM LOT SIZE: 2 AC ± 13.47 AC MINIMUM LOT WIDTH: 200' ± 600' MAX. BUILDING COVERAGE: 20% 6% 5.4% MAX. % IMPERVIOUS SURFACE: 25% 17% 16% BUILDING SETBACKS REQUIRED EXISTING FRONT 60' 88' 105' SIDE SETBACK 30' 170' REAR SETBACK 100, 183' �V G ;t yi CITY OF SARATOGA SPRINGS i tt PLANNING BOARD City Hall - 474 Broadway Saratoga Springs, New York 12866 Tel:518-587-3550 www.saratoga-springs.org NOTICE OF DECISION In the matter of the application #20250587 Alan Ruggles/Rood & Riddle 63 Henning Road Saratoga Springs, NY 12866 MARK PINGEL, Chair JOSEPH FERRANTE, Vice Chair KERRY MAYO BILL MCTYGUE MICHAEL KING TONY 5TELLATO ALEX WHITE JENNIFER JOHNSON, Alternate Involving the premises with tax parcel no. 166.-3-23 in the City of Saratoga Springs, on an application for site plan review for expansions and additions to an existing equine hospital facility and associated site work in the Rural Residential (RR) District. In accordance with 6 NYCRR Part 617, the Planning Board classified the action as Unlisted, and issued the following decision on September 11, 2025 passed 7-0 in favor: Pingel, Ferrante, Mayo, McTygue, King, Stellato, White: 121 Determine no new or different impacts not previously considered (prior Negative SEQRA Declaration issued). And, in accordance with Site Plan Review approval standards in the Unified Development Ordinance, Article 13.5, the Planning Board issued the following decision on September 11, 2025 passed 7-0 in favor: Pingel, Ferrante, Mayo, McTygue, King, Stellato, White: Note: this approval shall expire within eighteen (18) months of the signature of final plans if the applicant has not started actual construction as per Article 13.5 of the UDO. September 30, 2025 Date Chair ® Approve site plan set as submitted subject to the following conditions; �� (l �✓ f t o 1. The applicant shall submit a landscape plan to be reviewed via administrative action.�`1� 2. Final plans shall be provided to the satisfaction of DPW. r The applicant is required to: 1. Provide documentation of conformance with all required conditions of approval. 2. Deliver a letter of credit or cash escrow in the amount approved by the City Engineer to a_ the City. This must occur prior to final signature by the Planning Board Chair. -� 3. Submit two (2) paper copies and one (1) electronic copy of the final approved site plan set for signature by the Planning Board Chair within eighteen (18) months of approval as per Article 13.5 of the Unified Development Ordinance. Page 7. of 2 Planning Board #20250587 A ed �authorityf a resolution adopted5 M e t City of Saratoga Springs. Chairperson Dlate Signe I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I� Io I I I I I I I I I I S aaua�a}a�j deA gad sy ti �do I � N u ua a 0 s _ Y \ O — O \ wQD zp�m \ L1.1 J N C Q (s) o_Q�QO�mNO \ U z C) � U � \ � Qzzcr)QQQ D-/ 0JIZ-�/LuCD \ D-. O�=OLLj (S)U Q \ OO�mQ`L >z LU� z z O Q \� tLpQ0. LLJO J U \ 4� d r IL LIJ LLJ � Z � Oc� Z, l W \ U ZO c) U � W Q) Q zCL O Lil J —j (n [] Q m O ti Q W � Q L0 n c\o N N Q Lf) �o O p O N Z ,J o O � �i•� o z M 0 o Cd ry i/1 Om E O �, Cd4.4 O o 0 Cd a, ad • ,►� v) 4-4 zz N N p O ol�ao3aLL>u'��mY�Y� ,� w N L Q `', rl VL o O 0 z O � U o a z o m ai r� 4 z ° Q� Cr b Cd Ix 10 Co Cd ^4 V+ Co to ko Date: May 17, 2016 Scale 1 "=30' S-1 SHEET 1 OF 1 ROOD ff RIDDLE D2102 DWG. NO. 1 5- 1 40 SITE PREPARATION NOTES: 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. r EXISTING TRAILER TO BE REMOVED E i J 1 ! ' SILT FENCE, TYP. PROTECTION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND CV ♦ I / OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. %i f I' REMOVE EXISTING SHED 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL p EXISTING UTILITIES, STRUCTURES EQUIPMENT, ROADWAYS AND DRIVEWAYS. -� ♦ `` ` 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL REMOV`5'CONCRETE DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES ItJ ; ♦'/ f STEPS AND LANDING ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. r♦ - 1 "! [____ _ 1 r STABILIZED CONSTRUCTION I L-5.1 t� I gs �° ENTRANCE I 4. BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGEt A CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TO �� �► T �� IMMNIW IDENTIFY TREES WHICH ARE TO BE PROTECTED OR REMOVED. DO NO �— --- - CLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTING--'ELE--- TELIw�--- TELE---- ` TELL -- TELL- ELF -- TE`. \ / REMOVE CONCRETE \ r \ CONDITIONS TO BE PRESERVED. ♦__� ;As - —A -- "AS '�S — - �A$ G� �A �. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF \ ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM, \ \ `♦ o / INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO \ \ ♦ T_ TREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE \ \ ♦ �` \ STORED BENEATH TREES TO BE SAVED. \ \ J_T qsF T ` r & THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE \ \ % \ \ cq��� recrer PROTECTION FENCING FOR APPROVAL BY THE OWNER'S \ l GAS REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK OPERATIONS. \ \ 7. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW \ \ 6 CONCRETE WASHOUT --- GAS - r CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE KT7! SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED \ \ ; w trac.orJ UNTIL ABUTTING MATERIALS ARE INSTALLED. \ \ f x REMOVE PLANTER V'eil Pufnp \ \ % REMOVE CLEANOUT REMOVALS NOTES: `\ 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE \ WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF \ % MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE \ DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE \\ ♦ _ REGULATIONS. � 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS \ 1 APPLICABLE UNLESS OTHERWISE NOTED. ♦ \ t so so 4- 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL �` / ; �* BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE I OWNER'S REPRESENTATIVE. I 4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE 1\ I 1 FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND 11 SATISFACTORY OFF -SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, ' VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE \ \ 1 SAWCUT ASPHALT REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT \ \ 1 REMOVE EXISTING SIGNS AND DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. \ \ I SALVAGE FOR REUSE AT NEW ACCESSIBLE PARKING` 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO \\ LOCATION. SEE LAYOUT PLAN. FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE ' REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S \ - -1— — — — — — — — REPRESENTATIVE. 1 1 REMOVE ASPHALT REMOVE CONCRETE WALK 1 SAWCUT ASPHALT Lu Z 1 U3 01 9- \ } l C'_ C Gr i ? 1 AJ rn ? Q tL i :Y. I i� 4 INIMIZE VEGETATION REMOVAL AND h ELOCATE THE EXISTING TREES TO4 THER PLACES ON THE SITE. TO BE i DCATED BY THE LANDSCAPE I RCHITECT,Gr EMOVE EXISTING CONCRETE 7 ::;fir,\tat`i —EXISTING ASPHALT PAVEMENT TO REMAIN Planning Board #20250587 Approval '0'14ed der authority of a resolution adopted 9 �i 2.•5 y P nlna oard of the City of Saratoga Springs: " "` hnirnerson Date Signe I ♦ a LEGEND __----- :__._.. ____ _ _ EX. SANITARY FORCE MAIN t EX. POTABLE WATER LINE GAS EX, NATURAL GAS LINE L/U_.___........ EX. UNDERGROUND ELECTRIC LINE --- --- -- EX. TELECOMMUNICATION LINE SAN EX. SANITARY SEWER LINE --Sr- EX, STORM SEWER LINE sF SILT FENCE LINE SILT FENCE, TYP. f Us r' J i t j j r f 1 C rrf`hed `_;tone — — — — PROPERTY LINE EXISTING TREELINE REMOVE CONCRETE PAVEMENT FOMREMOVE BUILDING REMOVE ASPHALT PAVEMENT REMOVE EXISTING VEGETATION XREMOVE ITEM .XXXXXXX& EXISTING SEPTIC SYSTEM i 1 I 1 1 I 1 I I I 1 I I I I 1 1 1 1 I 1 I I 1 I I I I I I I I 1 I I 1 I I I 1 1 1 I I 1 I I kc4u)= The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. oc the LA Group 2017 Prepared for. Rood and Riddle Real Estate P.O. Box 12047 Lexington, KY 40580 Project Title: Rood & Riddle Equine Hospital in Saratoga 63 Henning RD -,- '- Saratoga Springs, NY 12866 , , , / / / / / / / , / / / / / / / / 2 2� �6SSIONP Project No.: 2025029 Design: MCB Drawn. JTM Ch'k'd: MCB Date: 06/27/25 Scale: 1"=20' Rev: Description: Date: 1 PLAN MODIFICATIONS 9/19/2025 Drawing Title SITE PREPARATION & DEMOLITION PLAN Drawing No 20 10 0 5 10 15 20 L _ 1.0 Scale: 1" = 20' 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. EXISTING CRUSHED-----/ STONE DRIVE v' �o- too I `*MO -—, �J I I 1 U~ EXISTING CRUSHED 4 STONE DRIVE LIMIT LINE `' q 4.00' 6.00 93.39' Apt, NEW CRUSHED STONE DRIVE LIMIT LINE' / I CONTRACTOR TO PLACE'S ADDITIONAL CRUSHED STONE TO BLEND GRADES WITH EXISTINGarz �\ NEW ASPHALT AND S CAI ACCESSIBLE PARKING \ 42.28' o BUILDING MOUNTED El SALVAGED SIGNS /TRANSITION CURB L-5.1 �s 12 67' ; - NEW BUILDING NEW CONCRETE WALK 9 ----------- INTEGRAL CONCRETE CURB 5 "" o '107.00' V/Mx 15 33 , , ,co -5.00'1 mr NEW CONCRETE L-5.1)WALKWAY, TYP. EXISTING BUILDING STONE TRENCH, REFER TO GRADING AND DRAINAGE PLAN. \ ,a nnSL 1 11, 1 EXISTING BUILDING I e10 r L 5.1 V IU Planning Board #20250587 Approval ved rider authority of a resolution adopted % �� a S b e annln Board of the City of Saratoga Sprin C airperson Date ign M = M m EXISTING BUILDING 20 10 0 5 10 15 20 Scale: 1" = 20' 0 The LA GROUP Landscape Architecture & Engineering P.C. Peop%. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com 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: Rood and Riddle Real Estate P.O. Box 12047 Lexington, KY 40580 Project Title. Rood & Riddle Equine Hospital in Saratoga 63 Henning RD Saratoga Springs, NY 12866 of ME ,�P SAS B �+^ •Q f' 133`� Project No.: 2025029 Design: MCB Drawn: JTM Ch'k'd: MCB Date: 6/27/25 Scale: 1"=20' Rev: Description: Date: 1 PLAN MODIFICATIONS 9/19/2025 Drawing Title LAYOUT & MATERIALS PLAN Drawing No L-2.0 GRADING NOTES: 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 5/16/2025 PERFORMED BY VAN DUSEN AND STEVES LAND SURVEYORS. 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 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH, ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. 7. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 8. 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. 9. 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. 10. 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, 11. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 12. 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 13. 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. 14. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES. WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 15. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 16. 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. 17, IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. 18. 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). WIDTH PER PLANS l i i f s �r ar rrr . / MATCH EXISTING 260.00 259.40 ! GRADE FLUSH, TYP. SAN 259.10 �✓ >' \ 259.70 259.61 459. 1 / r BLEND GRADES TO MATCH EXISTING,'% ALONG EDGE CD El FC 259.0/`;��� 259.60 TEi. E..- TELE--- ._ 7E1_f=.__...,_ TEt E--... lELF...__.. TEIk--�1...` ./� \ NS-_____ GAS ..._.._...._ GAS -_.....� GAS --- GAS --_._ GAS ---.. GAS ._-- GAS\. TC 259.50 BC 259.00 \ ♦ ----- \sew\ BLEND GRADES TO / MATCH EXISTING ALONG EDGE 00 TING \ GAS •F F"",., ,, r z� ,�"�i___...._G" mot.,,; \ \ ♦ I 1 S� '-�.--z,�A�C....,T \ V ♦ '....... _...._. GAS ES. _`...,. 1 ." ,FRS' __, z� uAS ___..,..._... GAS \ \ t F r ` MATCH EXISTING S REFER TO l I �.. c-_. _ r.__-__ \ \ 4, t 4+.. ¢ f to 1"9 r ---- V) \ ♦ r I z \ I 0 \ I / \ z \ ♦ MATCH EXISTING \ ' \ / I EXISTING ANIMAL CLINIC Z EXIST 1 D 3 \ I I O2 MATCH EXISTING ! D \ 1 I Z 259.89± \ \ I I \ MATCH EXISTING \ - - - - - - \ R:. T ST ST ' L J A-- a& WA' NO. 57 STONE 111 N\ \\ CONCRETE SIDEWALKSECTION \ I ,\ i l CL ~ C ' LU t '- MIRAFI160N GEOTEXTILE SEPARATION FABRIC 4" PERFORATED UNDISTURBED OR HDPE PIPE COMPACTED SUBGRADE STONE TRENCH Scale: NTS � SAN -- SAN Planning Board #20250587 Approval Q ed nder�auothority of a resolution adopted P d of the City of Saratoga Springs. Date LEGEND PROPOSED SANITARY, {' REFER TO UTILITY PLAN (i I EXISTING INDOOR ARENA I - 259.80 -4" PERFORATED HDPE - - - - PROPERTY LINE ; � Im am W4 3m go m LIMIT OF DISTURBANCE (0.44 AC) 850 MAJOR CONTOUR 852 MINOR CONTOUR - - 850 - - EXISTING MAJOR CONTOUR - - 8E;'2 - -- EXISTING MINOR CONTOUR 852 PROPOSED SPOT ELEVATION 5 G' /� \/ S i �j 7 \ t t I En I I \ \ EXISTING STORMWATER MANAGEMENT III 't tv ( I t i � I � �t "�:r�r r f� \k' Q WYE 8" HDPE INTO EXISTING SEPTIC SYSTEM TO REMAIN TOP OF 10" CPP I NV. 10": 256.37± INV. 8": 257.04, / Q / r / r / �J I D ;INTIGRAPHY i a 1 SAN SAN �-o I I -- -- FM - -- ....... - EX. SANITARY FORCE MAIN -- -- W -- EX. POTABLE WATER LINE ._.... GAS ...................... EX. NATURAL GAS LINE ---------- - ElU - - EX. UNDERGROUND ELECTRIC LINE ...................__..._....1...__.._.......... ............... EX. TELECOMMUNICATION LINE EX. SANITARY SEWER LINE SAN EX. STORM SEWER LINE - ST PROPOSED STORM SEWER LINE -ST- UD -UD PROPOSED UNDERDRAIN i I 1 1 1 I 1 I 1 I I I 1 I I 1 1 1 I 1 I 1 1 I 1 I 1 I 1 I 1 I 1 I 1 I I 1 I I I I 1 1 I I I 1 20 10 0 5 10 15 20 Scale: 1" = 20' The LA GROUP Landscape Architecture & Engineering P.C- Peopfe. Purpose. Pface. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. (0 the LA Group 2017 Prepared for. Rood and Riddle Real Estate P.O. Box 12047 Lexington, KY 40580 Project Title: Rood & Riddle Equine Hospital in Saratoga 63 Henning RD Saratoga Springs, NY 12866 of- NE Pr B. _G . 3 f 1, 'ICI ,� �Oq 09133,) R�FESS%ONP Project No.: 2025029 Design: DBH Drawn: KLT Ch'k'd: DBH Date: 6/27/25 Scale: Y=20' Rev: Description: Date: 1 PLAN MODIFICATIONS 9/19/2025 Drawing Title GRADING & DRAINAGE PLAN Drawing No. L-3.0 UTILITY NOTES 1. THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE r PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING f JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 2. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. 3. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED 4' DIA SCH. 40 PVC @ 1.0% MIN. - ON FINAL BUILDING FOOTPRINT CONFIGURATION. 4" DIA SCH. 40 PVC @ MIN.- 4. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL r " REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. INNV.V. 258.0'- 5. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE ✓ DIAGRAMMATIC FOR INFORMATION ONLY, AND MUST BE VERIFIED BY THE +� CONTRACTOR PRIOR TO CONSTRUCTION. ALL UTILITIES MAY NOT BE SHOWN. 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.) AND IMMEDIATELY` REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. ANY \ j DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR i TO VERIFY UTILITY LOCATIONS SHALL BE BORNE BY THE CONTRACTOR. 6. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE >� ♦ \ 1 DONE BY HAND. ' 7. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND � \ � I SPECIFICATIONS. EXISTING ELECTRIC j\ 8. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL \\'� EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND \ qs\ n �~ � EXISTING TELEPHONE a ij DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. \ IN, --- -` „ _1 TE E-- SELE-.— c�� -; Et_F-".�- TELE--- �„ o r'AS....._— GAS---- _- ♦_EXISTING GAS l 21 \\ \----------------�\� °Rr{ to TEST PIT INFORMATION \ `\ ♦ �qs� ���{figs o TEST PIT WITNESSED BY THE LA GROUP ON MAY 21, 2025 TP-1 0" TO 2", TOPSOIL \ \ r l r - e 'G-G�n?� 2" TO 21", 10 YR 3/4, LOAMY SAND \ \ ♦ - / - 21" TO 40", GRAVEL a"-1", OCCASIONALLY BIGGER \\ \\ ♦ / GAS_: 40" TO 50", 10 YR 3/2, FINE SAND / E.._ .. f ____ E_.— E ____ E_.___ , E_ .__ E_ .. PT-1 PERCOLATION TEST RESULT: PERCOLATION RATE (MIN/INCH): 00:06:00, 00:06:00, 00:06:00 \ \ VERIFICATION NOTE FIELD VE PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY EXISTING \ ♦ - — - / i / SANITARY PIPE ELEVATION AND LOCATION IN INDICATED AREAS VIA \ ♦ I EXPLORATORY EXCAVATION AND REPORT FINDINGS TO OWNER'S \ REPRESENTATIVE \ \ � I F DESIGN BASIS 0 ESTIMATE MAXIMUM DAILY FLOW: \ ISOLATION STALLS: f FLOOR AREA 950 SF DESIGN FLOW, Qb = 0.06 GPD/SF (FROM SIMILAR FACILITY) 57 GPD MAX DAILY FLOW, Q = 57 GPD \ -- SEPTIC TANK (MIN) : 1,000 GALLONS ABSORPTION FIELD SIZING: \ 1 PERCOLATION RATE: 6 MIN/INCH \ - - - - - - - - APPLICATION RATE: 1.0 GPD/SF f SEPTIC SYSTEM: - - - - - TRENCH BOTTOM AREA REQUIRED: 57 SF 1 �^ LINEAR FEET OF TRENCH REQUIRED: 29 FT (BASED ON 2 SF/LF) DESIGN: USE 1 TRENCH @ 29 FT. TOTAL TRENCH LENGTH: 29 FT EXISTING EAST LEACH FIELD FLOW CONFIRMATION OF DESIGN: EXISTING FLOW TO SYSTEM (EXISTING BUILDING TO BE DEMOLISHED): \ EXISTING DESIGN FLOW FROM STABLES: 97.4 GPD N" \ EXISTING DESIGN FLOW FROM 2 BDRM APARTMENT: 220 GPD EXISTING DESIGN FLOW FROM OFFICE SPACE: 225 GPD 1 TOTAL EXISTING DAILY FLOW TO LEACHFIELD: 542.2 GPD 1 4 ` SEPTIC TANK (MIN): 1000 GALLONS PROPOSED FLOW TO EXISTING SYSTEM: DESIGN FLOW FROM STABLES: 97.4 GPD DESIGN FLOW FROM OFFICE: 225 GPD I? \... .r.. TOTAL DAILY FLOW TO LEACHFIELD: 322.4 GPD SEPTIC TANK (MIN): 1000 GALLONS EXISTING SEPTIC SYSTEM WILL BE SUITABLE FOR CONTINUED USE DUE TO REDUCTION IN FLOW. SAN saga --------- __. — ._ - Planning Board #20250587 -71i 2.4 ve authority of a resolution adopted a i th City of Saratoga Sprin4s. Chairperson Date Sign d 1 i f i f 2 1000 GALLON SEPTIC TANK L-5.2 RIM:259.80' INV IN: 257.52' INV OUT: 257.27' I - EXISTING STORMWATER MANAGEMENT r \� EXISTING STORMWATER, TYP. EXISTING SEPTIC SYSTEM TO REMAIN 't rr� �[ i I j t t j e � 1 ...GAS -.._.._.._.._ S -)�GAS FPS .__. AS j ' t 1 jf 1 i 'TING SCINTIGRAPHY 5, p D Y+ 1 1 I I I I 1 1 I I 1 I I I I 1 1 I I 1 1 I I I I 1 I I I 1 I 1 I I 1 I 1 1 1 I I 1 I I I I I I \ \ \ I i ( i n / i i EXISTING SIEPTIC TANKS ________________,` I EXISTING rUMP STATION I LEGEND PROPERTY LINE — ST EX. STORM SEWER LINE ---- =M -- EX. SANITARY FORCE MAIN —sT— PROPOSED STORM SEWER LINE --- w --"-- EX. POTABLE WATER LINE UD UD PROPOSED UNDERDRAIN ............... _.... GAS ...._.... _..... I ..... _.... EX. NATURAL GAS LINE TEST PIT LOCATION ...... _..... __.......... _. JU .__._... _ EX. UNDERGROUND ELECTRIC LINE _..... _.._..__................ .l_....... _._.... ___............... EX. TELECOMMUNICATION LINE SAN __.______ _ EX. SANITARY SEWER LINE 20 10 0 5 10 15 20 SAN PROPOSED SANITARY SEWER LINE Scale: 1" = 20' The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for: Rood and Riddle Real Estate P.O. Box 12047 Lexington, KY 40580 Project Title: Rood & Riddle Equine Hospital in Saratoga 63 Henning RD Saratoga Springs, NY 12866 CJ AROFES S10 4 Project No.: 2025029 Design: DBH Drawn: DCS Ch'k'd: DBH Date: 06/27/25 Scale: 1"=20' Rev: Description: Date: 1 PLAN MODIFICATIONS 9/19/2025 Drawing Title UTILITY PLAN Drawing No L-4.0 co -0 Zm 0� Z`S--1 'ON 5uimeaa STVAG31lS alp-L bu.1meaQ SZOZ/6T/6I SNOliVDIJI(IOW NVId I T :ale4 :uogdu)sa4 :na\{ S1N alpaS SZ0Z/L7/9 ale4 H90 p IAD Nif unnea4 Uh :u61saa 6ZOSMO ON lDafWd 998ZT AN 'S6uiadS e60jeaeS ad 6uiuuaH E9 eboleaeS ui IelidsoH auinb3 aIppi\d 'g poo\d :a14!1 halo -id 08SOb A)l 'uo}6ulxaj LVOU X09 'O'd ajejs3 jean a ff!"d pu e pooh aoj pa-iedaad /-TOZ dnoa9 dl ayl OO 'Anel UolleDnp3 alelS IJOA nnaN ayl }O 60ZL uolhaS }O Uolleloln e sl luawnDop siyl of uolllppe ao uolleaalle pazuoylneun woD-dno.ibeiatp-mmm 998Zi AN 08i0-L8S-8IS', sbuiads ebojesL)s OOiB-L8S-8IS :d A911v buol ov .aavjd •asodlnd a�doa� O'd but199uibu3 V a.znlaaltyasy adeaspuel dno2 jq vi aql Q OUDIS aIDQ uosaadjlDq' •s uljdS D601DJDS 10 �t+10 a44 * 6tli, a q SZ111 pa}dOpD uollnlosaa D 10 Atlaoy4nD po y I a LBSOSZOZ# PHog fuiuuujd SIN 31VOS A3>11N3N3AVd AY 1V1831VW 3SV8 031ObdW0O G ' �t _ 1NINIAVd ONIISIX3 OINI r ,I AIN d330 AnWINIA .Z/-1 3S8n0O d30N18 iN3AIAVd 3SdnOO d01 JNIISIX3 HIM HSnld l 38 011N3W3AVd 03AD NIVW3d OI ONIAVd ONIISIX3 I JNIAVd 03SOdOdd Dow - SNOIIVON3WW003d IVOINHO31039 NO 03SV8 SH1d30 1N3W3AVd . 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