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HomeMy WebLinkAbout20250587 63 Henning Rd Site Plan PlansCOVER 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 Rood & Riddle Equine Hospital in Saratoga Site Plans SHEET INDEX: PROJECT LOCATION MAP SCALE: N.T.S. PROJECT VICINITY MAP SCALE: N.T.S. SITE / CIVIL:APPLICANT: Rood and Riddle Real Estate P.O. Box 12047 Lexington, KY 40580 PROJECT SITE June 27, 2025 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' SITE STATISTICS: PROJECT SITE H E N N I N G R D UNIO N A V E 87 A D I R O N D A C K N O R T H W A Y ARCHITECT: Balzer and Tuck Architecture 468 Broadway Saratoga Springs, NY 12866 OKLAHOMA TRAINING TRACK UNIO N A V E HE N N I N G R D 87 A D I R O N D A C K N O R T H W A Y Planning Board #XXXXXXXX ST ST ST ST ST ST ST Rip Rap Catch Basin Dry Well TF = 255.71 Bottom = 248.19 Bottom B a n k Concrete Pad (Dumpster Area) ST ST ST ST ST ST Infilteration Pond Sed i m e n t a t i o n B a s i n 6" CPP Clean-Out Inv = 257.39 Animal Surgery Scintigraphy Concrete Pad With Generator 11 7 L F 1 0 " C P P @ 1 . 1 6 % Inv = 256.95 12 LF 10" PVC @ 3.92% Inv = 256.62 Inv = 257.34 X X X X X Chain Link Fence Bottom B a n k Top B a n k Rip Rap Rip Rap Rip Rap To p B a n k Bo t t o m B a n k Steps Bo t t o m B a n k SAN SAN SAN SAN SAN Knox Box Ret a i n i n g W a l l Asphalt Drive Yard Drain TF = 259.41 10" PVC Inv = 256.52 Yard Drain TF = 259.10 10" PVC Inv = 256.23 SAN SA N SA N SA N SA N SA N S A N Clean-Out 4" PVC Inv = 255.77 Clean-Out 4" PVC Inv = 254.79 Clean-Out 4" PVC Inv = 256.19 Clean-Out 6" PVC Inv = 254.92 Clean-Out 6" PVC (Glued Shut) Clean-Out 4" PVC Inv = 254.62Clean-Out TP=259.45 14 0 L F 1 2 " C P P @ 3 . 1 4 % Clean-Out 6" PVC Inv.=256.56 Inv = 255.23 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN FM FM FM 2 5 6 ' 2 5 5 ' 256' 25 2 ' 25 3 ' 25 3 ' 254 ' 25 5 ' 256' 257' 2 5 4 ' 256' 256' 258.28 10" Wide Trench Drain TF=258.99' Inv = 258.23' Gr a s s F i l t e r S t r i p Conc. Curb & Transformer on Conc. Pad Utility Pad Clean-Out 4" PVC Inv = 255.10 A/C Unit Property Line as Per Ma p R e r f e r e n c e Existing Gravel and Henning Road Locations are Per Map Reference GRAVE L 48 LF 6" PVC @ 1.77% GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS TEL E TEL E T E L E T E L E T E L E T E L E T E L E T E L E T E L E T E L E T E L E T E L E T E L E T E L E T E L E T E L E TELE TELE TELE TELE Roof P e a k = 2 8 1 . 2 0 ' Crushe d S t o n e MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS "ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS GA S GA S GA S GA S Top B a n k Infilteration Pond Rip Rap Sedimentation Basin Rip Rap 4" CPP End Section Inv = 255.48 Crushed S t o n e D r i v e Bollards (Typ.) Rip Rap Catch Basin Dry Well TF = 254.01 Bottom = 245.62 ST ST ST ST ST SANSAN SA N SA N SA N SAN SAN S e d i m e n t a t i o n B a s i n Inf i l t e r a t i o n Po n d Concrete Ramp Concre t e Ramp 8" X 10" Wye Connection 10" CPP End Section Inv = 256.03 Yard Drain TF = 259.27 10" PVC Inv = 257.44 Indoor Arena Stables Animal Clinic Garage Clean-Out 6" PVC MH TF = 259.24 7 2 L F 1 0 " P V C Clean-Out 4" PVC Inv = 256.09 Catch Basin Dry Well TF = 254.99 Bottom = 247.92 Catch Basin Dry Well TF = 250.92 Bottom = 245.84 12" CPP End Section Inv = 251.78 X 3 - A/C Units Gate To p B a n k Bot t o m B a n k Rip R a p To p B a n k Crushed Stone Drive Sto n e A r e a Yard Drain TF = 259.35 10" PVC Inv = 256.95 Yard Drain TF = 259.10 10" PVC Inv = 256.74 Yard Drain TF = 259.09 10" PVC Inv = 256.92 SAN S A N Clean-Out 4" PVC Inv = 256.77 Clean-Out 4" PVC Inv = 255.10 Clean-Out 4" PVC Inv = 255.97 Doors with Sign "No Smoking Oxygen Nitrogen In Use" Clean-Out 6" PVC Inv = 257.13 Inv = 255.45 S T S T S T S T S T S T S T SAN SAN SA N SAN SAN SAN SAN SAN SAN FM FM Septic Systerm Shown per Design Plan 2 5 7 ' 2 5 7 ' 25 1 ' 25 2 ' 25 3 ' 252 ' 25 8 ' 25 7 ' 25 6 ' 255' 255 ' 2 5 6 ' 2 5 6 ' 25 6 ' 257' 256' 25 5 ' Original Septic System x 258.45 x Alarm Panel Sanitary Sewer Pump Station Sign "No Parking" Sign Handicap Parking G R A V E L A S P H A L T Wetland Line as Per Map Rerference Prop e r t y L i n e a s P e r M a p R e r f e r e n c e P r o p e r t y L i n e a s P e r M a p R e r f e r e n c e G R A V E L 112 LF 12" CPP @ 2.68% 20 LF 10" CPP @ 7.27% 49 LF 4" PVC @ 4.05% PVC Pipes are Sanitary Sewer CPP Pipes are Storm Sewer As P e r M a p R e f e r e n c e WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL Well Casing 2" Wa t e r L i n e ( L o c a t i o n P e r C o n t r a c t o r ) Power f o r W e l l P u m p E E E E E E E E E E E E E E E E E ST ST ST E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T E L E T E L E T E L E T E L E T E L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S GAS GAS GAS GAS GAS G A S G A S G A S G A S G A S G A S Gas 2" P l a s t i c ( L o c a t i o n P e r Contra c t o r ) 83 LF 1 0 " C P P @ 0 . 4 7 % Locate d P r o v i d e d B y C o n t r a c t o r L o c a t i o n P e r C o n t r a c t o r ( T y p . ) GAS FF=25 9 . 3 8 ' Concrete Landing Yard Drain Rim=258.80' Inv = 256.03' BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE "CERTIFICATIONS INDICATED HEREON SIGNIFY THAT SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES." VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY NEW YORK STATE EDUCATION LAW." TO THE ASSIGNEES OF THE LENDING INSTITUTION." Sc a l e 1 " = 3 0 ' Da t e : M a y 1 7 , 2 0 1 6 SH E E T 1 O F 1 DW G . N O . 1 5 - 1 4 0 D2 1 0 2 RO O D & R I D D L E MAP REFERENCE: SITE PLAN ROOD AND RIDDLE EQUINE HOSPITAL IN SARATOGA 63 HENNING ROAD CITY OF SARATOGA SPRINGS, NEW YORK DATED FEBRUARY 19, 2014 LAST REVISED: APRIL 25, 2014 CITY PLANNING BOARD NO. 13.075.1 Yard Drain TF = 258.72 10" PVC Inv = 257.02 Yard Drain TF = 258.68 10" PVC Inv = 257.42 Clean-Out 4" PVC Inv = 256.38 G A S GA S GAS GAS GAS GAS GAS G A S G A S GA S TE L E T E L E T E L E T E L E T E L E TE L E T E L E T E L E T E L E T E L E U.P. w/ Light U.P. Access Cover Rim=260.13' Access Cover Rim=259.30' 4" C I P C l e a n o u t 4" C I P C l e a n o u t FF = 2 5 9 . 8 5 ' FF = 2 6 0 . 6 2 ' Ro o f P e a k = 2 8 2 . 5 2 ' FF=25 9 . 8 6 ' Roof P e a k = 2 8 2 . 1 3 ' FF=25 9 . 3 8 ' FF = 2 5 9 . 5 6 ' Ro o f P e a k = 2 8 1 . 7 6 ' Catch Basin NE Cor. Rim=258.98' Yard Drain TF = 259.28 10" PVC Inv= 257.46 FF = 2 5 9 . 8 9 ' Roof P e a k = 2 8 5 . 8 9 ' Roof P e a k = 2 8 7 . 9 1 ' Sign Shed Trailer Garage U.P. NYT14 A8A7 A6 A3 A2 A1 A12 A11 A10 A9 A5 A4 Crushed Stone Drive MH TF = 259.23 Planter Planter AGENCY AND LENDING INSTITUITION LISTED HEREON, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY 2 6 0 260 260 2 6 0 1 L-5.1 Infilterat i o n Pond 6" CPP Clean-Ou t Inv = 25 7 . 3 9 Animal Su r g e r y Scintigra p h y Concrete P a d With Gene r a t o r 11 7 L F 1 0 " C P P @ 1 . 1 6 % Inv = 25 6 . 9 5 12 LF 10 " P V C @ 3.92% Inv = 25 6 . 6 2 Inv = 257.34 Chain Link F e n c e Rip Rap Rip Rap Steps B o t t o m B a n k Knox Box Re t a i n i n g W a l l Asphalt D r i v e Yard Dra i n TF = 25 9 . 4 1 10" PVC I n v = 2 5 6 . 5 2 Yard Dra i n TF = 25 9 . 1 0 10" PVC I n v = 2 5 6 . 2 3 Clean-Ou t 4" PVC Inv = 25 5 . 7 7 Clean-Ou t 4" PVC Inv = 25 4 . 7 9 Clean-Ou t 4" PVC Inv = 25 6 . 1 9 Clean-Ou t 6" PVC Inv = 25 4 . 9 2 Clean-Ou t 6" PVC (Glued S h u t ) Clean-Ou t 4" PVC Inv = 25 4 . 6 2 Clean-Ou t TP=259 . 4 5 14 0 L F 1 2 " C P P @ 3 . 1 4 % Clean-Ou t 6" PVC Inv.=25 6 . 5 6 Inv = 25 5 . 2 3 2 5 6 ' 2 5 5 ' 25 5 ' 256' 257' 25 4 ' 258.28 10" Wide T r e n c h D r a i n TF=258 . 9 9 ' Inv = 25 8 . 2 3 ' Gr a s s F i l t e r S t r i p Conc. Cu r b & Transform e r o n C o n c . Pad Utility Pa d Clean-Ou t 4" PVC Inv = 25 5 . 1 0 A/C Unit GRAVEL 48 LF 6" P V C @ 1.77% Roof Peak=281.20' Crushed Stone Crus h e d S t o n e D r i v e Rip Rap Catch Ba s i n Dry Well TF = 25 4 . 0 1 Bottom = 2 4 5 . 6 2 S e d i m e n t a t i o n B a s i n Concrete Ramp Concrete Ramp 8" X 10" Wye Conn e c t i o n 10" CPP E n d S e c t i o n Inv = 25 6 . 0 3 Yard Dra i n TF = 25 9 . 2 7 10" PVC I n v = 2 5 7 . 4 4 Indoor A r e n a Stables Animal Cl i n i c Garage Clean-Ou t 6" PVC MH TF = 25 9 . 2 4 7 2 L F 1 0 " P V C Clean-Ou t 4" PVC Inv = 2 5 6 . 0 9 3 - A/C U n i t s Gate T o p B a n k Rip R a p Crushed S t o n e D r i v e St o n e A r e a Yard Dra i n TF = 25 9 . 3 5 10" PVC I n v = 2 5 6 . 9 5 Yard Dra i n TF = 25 9 . 1 0 10" PVC I n v = 2 5 6 . 7 4 Yard Dra i n TF = 25 9 . 0 9 10" PVC I n v = 2 5 6 . 9 2 Clean-Ou t 4" PVC Inv = 25 6 . 7 7 Clean-Ou t 4" PVC Inv = 25 5 . 1 0 Clean-Ou t 4" PVC Inv = 25 5 . 9 7 Doors wi t h S i g n "No Smo k i n g Oxygen Nitrogen In Use" Clean-Ou t 6" PVC Inv = 25 7 . 1 3 Inv = 2 5 5 . 4 5 2 5 7 ' 25 8 ' 25 7 ' 25 6 ' 255' 25 5 ' 2 5 6 ' 2 5 6 ' 25 6 ' Original S e p t i c S y s t e m x 258.45 x Alarm Pan e l Sanitary S e w e r P u m p Station Sign "No Park i n g " Sign Handicap P a r k i n g Wetland Lin e a s P e r M a p R e r f e r e n c e P r o p e r t y L i n e a s P e r M a p R e r f e r e n c e G R A V E L 112 LF 1 2 " C P P @ 2.68% 20 LF 10 " C P P @ 7.27% 49 LF 4" P V C @ 4.05% PVC Pipe s a r e S a n i t a r y S e w e r CPP Pipe s a r e S t o r m S e w e r 83 LF 10" CPP @ 0.47% Located Provided By Contractor Well Casi n g 2" Water Line (Location Per Contractor) Power for Well Pump Gas 2" Plastic (Location Per Contractor) FF=259.38' Concrete L a n d i n g Yard Dra i n Rim=258 . 8 0 ' Inv = 25 6 . 0 3 ' Yard Dra i n TF = 25 8 . 7 2 10" PVC I n v = 2 5 7 . 0 2 Yard Dra i n TF = 25 8 . 6 8 10" PVC I n v = 2 5 7 . 4 2 Clean-Ou t 4" PVC Inv = 2 5 6 . 3 8 U.P. w/ L i g h t U.P. Access C o v e r Rim=259 . 3 0 ' 4" C I P C l e a n o u t 4" C I P C l e a n o u t FF = 2 5 9 . 8 5 ' FF = 2 6 0 . 6 2 ' Ro o f P e a k = 2 8 2 . 5 2 ' FF=259.86' Roof Peak=282.13' FF=259.38' FF = 2 5 9 . 5 6 ' Ro o f P e a k = 2 8 1 . 7 6 ' Catch Ba s i n NE Cor. R i m = 2 5 8 . 9 8 ' Yard Dra i n TF = 25 9 . 2 8 10" PVC I n v = 2 5 7 . 4 6 FF = 2 5 9 . 8 9 ' Roof Peak=285.89'Roof Peak=287.91' Sign Shed Trailer A8 A7 A6 A9 Crushed S t o n e D r i v e MH TF = 25 9 . 2 3 Planter Planter 25 9 2 6 0 26 0 260 2 6 0 25 8 25 7 REMOVE EXISTING BUILDING REMOVE VEGETATION STABILIZED CONSTRUCTION ENTRANCE REMOVE CONCRETE RAMP REMOVE CONCRETE REMOVE CONCRETE STEPS AND LANDING P R O P E R T Y L I N E REMOVE EXISTING SHED REMOVE CONCRETE WALK REMOVE ASPHALT REMOVE EXISTING SIGNS AND SALVAGE FOR REUSE AT NEW ACCESSIBLE PARKING LOCATION. SEE LAYOUT PLAN. REMOVE EXISTING AC UNITS REMOVE PLANTER 6 L-5.1 CONCRETE WASHOUT SAW CUT ASPHALT SAWCUT ASPHALT CONTRACTOR TO PROTECT EXISTING PIPING FROM ANIMAL CLINIC FOR RECONNECTION TO NEW SEPTIC TANK CONTRACTOR TO FIELD VERIFY STRUCTURE PURPOSE AND REPORT FINDINGS TO OWNER'S REPRESENTATIVE REMOVE SEPTIC TANK AND ASSOCIATED PIPING BETWEEN TANK AND STABLES REMOVE CLEANOUT REMOVE CLEANOUT EXISTING TRAILER TO BE REMOVED REMOVE EXISTING CONCRETE SAW CUT ASPHALT KNOX BOX TO BE RELOCATED IN COORDINATION WITH CITY OF SARATOGA SPRINGS FD EXISTING ASPHALT PAVEMENT TO REMAIN SAWCUT CONCRETE WALK EXISTING SEPTIC SYSTEM EXISTING ASPHALT PAVEMENT TO REMAIN SILT FENCE, TYP.2 L-5.1 SILT FENCE, TYP.2 L-5.1 SAWCUT ASPHALT Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Rood and Riddle Real Estate P.O. Box 12047 Lexington, KY 40580 Rood & Riddle Equine Hospital in Saratoga 63 Henning RD Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2025029 10 5 10 15 20200 Scale: 1" = 20' SITE PREPARATION & DEMOLITIONPLAN L-1.0 MCB JTM MCB 06/27/25 1"=20' 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. 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.BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES WHICH ARE TO BE PROTECTED OR REMOVED. DO NO CLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED. 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, 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 TREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED. 6.THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK OPERATIONS. 7.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. 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 APPLICABLE UNLESS OTHERWISE NOTED. 3.EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 4.TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. 5.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO 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 REPRESENTATIVE. SITE PREPARATION NOTES: PROTECTION NOTES: REMOVALS NOTES: LEGEND EXISTING TREELINE PROPERTY LINE REMOVE CONCRETE PAVEMENT REMOVE ASPHALT PAVEMENT REMOVE ITEM REMOVE BUILDING REMOVE EXISTING VEGETATION SILT FENCE LINE EX. SANITARY FORCE MAIN EX. POTABLE WATER LINE EX. SANITARY SEWER LINE EX. NATURAL GAS LINE EX. STORM SEWER LINE EX. UNDERGROUND ELECTRIC LINE EX. TELECOMMUNICATION LINE Planning Board #XXXXXXXX EXISTING CRUSHED STONE DRIVE EXISTING ASPHALT EXISTING ASPHALT NEW ASPHALT AND ACCESSIBLE PARKING NEW ASPHALT, TYP. NEW CONCRETE WALK BUILDING ADDITION NEW CRUSHED STONE DRIVE LIMIT LINE EXISTING CRUSHED STONE DRIVE LIMIT LINE NEW CONCRETE WALKWAY, TYP. EXISTING CONCRETE, TYP. P R O P E R T Y L I N E 8. 0 0 ' .0 0 ' 4.00' 6.00'4.00' 15 . 0 0 ' 42.28' 93.39' 3 9 . 2 2 ' 8.00' 5.00' 8. 0 0 ' 4. 0 0 ' 5.00' 9. 0 0 ' R20. 0 0 ' R5 . 0 0 ' R5. 0 0 ' R3.0 0 ' R 5 . 0 0 ' EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING NEW BUILDING ASPHALT PARKING AREA EXISTING CRUSHED STONE DRIVE 3 . 0 0 ' CONTRACTOR TO PLACE ADDITIONAL CRUSHED STONE TO BLEND GRADES WITH EXISTING 9 L-5.1 10 L-5.1 10 L-5.1ASPHALT PAVEMENT, TYP. 9 L-5.1 CONCRETE SCORE JOINT, TYP. 7 L-5.1 TRANSITION CURB 4 L-5.1 INTEGRAL CONCRETE CURB 5 L-5.1 BUILDING MOUNTED SALVAGED SIGNS STONE TRENCH, REFER TO GRADING AND DRAINAGE PLAN. 9. 0 0 ' 18.00' 10 . 0 0 ' 24.6 0 ' 26.00' 4. 2 8 ' 24 . 0 0 ' 107.00' 41 . 7 1 ' 12.67' 27 . 4 3 ' 2.20' 27 . 4 4 ' 76.10' 54 . 8 6 ' 5.33' 12 . 6 7 ' 15.33' 29 . 0 4 ' 6. 0 0 ' 6.00' Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Rood and Riddle Real Estate P.O. Box 12047 Lexington, KY 40580 Rood & Riddle Equine Hospital in Saratoga 63 Henning RD Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2025029 10 5 10 15 20200 Scale: 1" = 20' 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. LAYOUT NOTES: LAYOUT & MATERIALS PLAN L-2.0 MCB JTM MCB 6/27/25 1"=20' LEGEND EXISTING ASPHALT PROPOSED ASPHALT EXISTING CONCRETE PROPERTY LINE CONSTRUCTION LIMIT LINE EXISTING TREELINE PROPOSED CONCRETE Planning Board #XXXXXXXX 2 5 6 ' 2 5 5 ' 25 5 ' 256' 257' 25 4 ' 2 5 7 ' 25 8 ' 25 7 ' 25 6 ' 255' 25 5 ' 2 5 6 ' 2 5 6 ' 25 6 ' 25 9 2 6 0 26 0 260 2 6 0 25 8 25 7 26 0 2 5 9 EXISTING SEPTIC SYSTEM TO REMAIN EXISTING STORMWATER MANAGEMENT EXISTING ANIMAL CLINIC EXISTING ANIMAL SURGERY EXISTING SCINTIGRAPHY EXISTING INDOOR ARENA PROPOSED STABLES FFE 260.33 PROPOSED OFFICE FFE 260.33 PROPOSED ISOLATION STALLS STALL FFE 260.0 MATCH EXISTING GRADE FLUSH, TYP. 260.33 260.33 260.33 260.33260.33 260.33 259.97 TC 259.87 BC 259.37 260.0 259.61 260.00 260.00 259.70 259.10 TC 259.50 BC 259.00 MATCH EXISTING MATCH EXISTING PROPOSED SANITARY, REFER TO UTILITY PLAN MATCH EXISTING 260.06 259.35259.60 FC 259.0 259.30 259.50 259.40 260.33 259.80 259.94 MATCH EXISTING MATCH EXISTING MATCH EXISTING 259.89± MATCH EXISTING BLEND GRADES TO MATCH EXISTING ALONG EDGE BLEND GRADES TO MATCH EXISTING ALONG EDGE PROPOSED SANITARY, REFER TO UTILITY PLAN 259.10 STONE TRENCH DETAIL, SEE DETAIL 1 THIS SHEET 4" PERFORATED HDPE TRANSITION TO SOLID 4" HDPE UNDERNEATH WALKS WYE 4" HDPE INTO TOP OF 8" HDPE 8" HDPE 8" ROOF DRAIN INV. 257.90 WYE 8" HDPE INTO TOP OF 10" CPP INV. 10": 256.37± INV. 8": 257.04 260.23 NO. 57 STONE MIRAFI 160N GEOTEXTILE SEPARATION FABRIC UNDISTURBED OR COMPACTED SUBGRADE WIDTH PER PLANS 12 " D E P T H 4" PERFORATED HDPE PIPE BU I L D I N G CONCRETE SIDEWALK SECTION Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Rood and Riddle Real Estate P.O. Box 12047 Lexington, KY 40580 G: \ P r o j - 2 0 2 5 \ 2 0 2 5 0 2 9 _ R o o d _ a n d _ R i d d l e _ E q u i n e _ H o s p i t a l _ E x p a n s i o n \ 2 0 2 5 0 2 9 C A D \ L . 3 _ G R A D I N G & D R A I N A G E P L A N . d w g Rood & Riddle Equine Hospital in Saratoga 63 Henning RD Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2025029 10 5 10 15 20200 Scale: 1" = 20' GRADING &DRAINAGE PLAN L-3.0 DBH KLT DBH 6/27/25 1"=20' 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). GRADING NOTES: PROPERTY LINE MAJOR CONTOUR MINOR CONTOUR 850 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED SPOT ELEVATION 852 LEGEND PROPERTY LINE LIMIT OF DISTURBANCE (0.44 AC) EX. SANITARY FORCE MAIN EX. POTABLE WATER LINE EX. SANITARY SEWER LINE EX. NATURAL GAS LINE EX. STORM SEWER LINE EX. UNDERGROUND ELECTRIC LINE EX. TELECOMMUNICATION LINE 852 Scale: NTS STONE TRENCH1 PROPOSED STORM SEWER LINE PROPOSED UNDERDRAIN Planning Board #XXXXXXXX 2 5 6 ' 2 5 5 ' 25 5 ' 256' 257' 25 4 ' 2 5 7 ' 25 8 ' 25 7 ' 25 6 ' 255' 25 5 ' 2 5 6 ' 2 5 6 ' 25 6 ' EXISTING SEPTIC SYSTEM TO REMAIN EXISTING STORMWATER MANAGEMENT EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY, TYP. EXISTING ANIMAL CLINIC EXISTING ANIMAL SURGERY EXISTING SCINTIGRAPHY EXISTING INDOOR ARENA PROPOSED STABLES PROPOSED OFFICE PROPOSED ISOLATION STALLS CONNECT EXISTING SANITARY LINE WITH NEW LINE 4" SDR-26 PVC, MIN. 2% INV 256.16 (BLDG)SANITARY CLEANOUT CONNECT NEW SEPTIC TANK TO EXISTING SANITARY LINE 1000 GALLON SEPTIC TANK RIM: MATCH EXISTING GRADE INV. IN / OUT: TO BE DETERMINED AFTER FIELD VERIFICATION OF EXISTING CONDITIONS INV. 258.2' 1000 GALLON SEPTIC TANK RIM: 259.80' INV IN: 257.52' INV OUT: 257.27' 4" DIA SCH. 40 PVC @ 2.0% MIN. 4" DIA SCH. 40 PVC @ 1.0% MIN. INV. 258.0' INV. 257.9' EXISTING STORMWATER, TYP. EXISTING SEPTIC TANKS EXISTING PUMP STATION 4 L-5.2 2 L-5.2 2 L-5.2 SEE FIELD VERIFICATION NOTE SEE FIELD VERIFICATION NOTE TP-1 25 8 25 9 25 7 PROPOSED STORMWATER, REFER TO GRADING AND DRAINAGE PLAN Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Rood and Riddle Real Estate P.O. Box 12047 Lexington, KY 40580 G: \ P r o j - 2 0 2 5 \ 2 0 2 5 0 2 9 _ R o o d _ a n d _ R i d d l e _ E q u i n e _ H o s p i t a l _ E x p a n s i o n \ 2 0 2 5 0 2 9 C A D \ L . 4 _ U T I L I T Y P L A N . d w g Rood & Riddle Equine Hospital in Saratoga 63 Henning RD Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2025029 10 5 10 15 20200 Scale: 1" = 20' UTILITY PLAN L-4.0 DBH DCS DBH 06/27/25 1"=20' 1.THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING 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 ON FINAL BUILDING FOOTPRINT CONFIGURATION. 4.ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. 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 DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE BORNE BY THE CONTRACTOR. 6.EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. 7.EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. 8.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. UTILITY NOTES LEGEND PROPERTY LINEPROPERTY LINE PROPOSED SANITARY SEWER LINE TEST PIT LOCATION TEST PIT WITNESSED BY THE LA GROUP ON MAY 21, 2025 TP-1 0" TO 2", TOPSOIL 2" TO 21", 10 YR 3/4, LOAMY SAND 21" TO 40", GRAVEL 1 4"-1", OCCASIONALLY BIGGER 40" TO 50", 10 YR 3/2, FINE SAND PT-1 PERCOLATION TEST RESULT: PERCOLATION RATE (MIN/INCH): 00:06:00, 00:06:00, 00:06:00 TEST PIT INFORMATION PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY EXISTING SANITARY PIPE ELEVATION AND LOCATION IN INDICATED AREAS VIA EXPLORATORY EXCAVATION AND REPORT FINDINGS TO OWNER'S REPRESENTATIVE FIELD VERIFICATION NOTE BASIS OF DESIGN ESTIMATE MAXIMUM DAILY FLOW: ISOLATION STALLS: 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: PERCOLATION RATE: 6 MIN/INCH APPLICATION RATE:1.0 GPD/SF SEPTIC SYSTEM: TRENCH BOTTOM AREA REQUIRED: 57 SF 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 EXISTING DESIGN FLOW FROM 2 BDRM APARTMENT: 220 GPD EXISTING DESIGN FLOW FROM OFFICE SPACE: 225 GPD TOTAL EXISTING DAILY FLOW TO LEACHFIELD: 542.2 GPD SEPTIC TANK (MIN): 1000 GALLONS PROPOSED FLOW TO EXISTING SYSTEM: DESIGN FLOW FROM STABLES:97.4 GPD DESIGN FLOW FROM OFFICE: 225 GPD 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.EX. SANITARY FORCE MAIN EX. POTABLE WATER LINE EX. SANITARY SEWER LINE EX. NATURAL GAS LINE EX. STORM SEWER LINE EX. UNDERGROUND ELECTRIC LINE EX. TELECOMMUNICATION LINE PROPOSED STORM SEWER LINE PROPOSED UNDERDRAINPlanning Board #XXXXXXXX 50'-0" 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIAL OVER GEOTEXTILE (MIRAFI 600X) R . 3 0 ' - 0 " T Y P . EDGE OF EXISTING ROADWAY 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. 24 ' - 0 " MI N . 16 " A B O V E GR A D E 6" BE L O W G R A D E 10' MAX. ℄ TO ℄ 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND 2' O V E R A L L FA B R I C H T . 20 " M I N . 16 " M I N . 36" MIN. FENCE POST FILTER FABRIC FLOW 6"MI N . EMBED FILTER CLOTH MIN. 6" INTO GROUND SECTION PERSPECTIVE VIEW FILTER FABRIC; FASTENED SECURELY TO FENCE POSTS W/ STAPLES FLOW FLOW CONSTRUCTION SPECIFICATIONS: 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" 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. 2 1 MAX. NOTES: 1.AREA CHOSEN FOR 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. STRAWBALES STAKED INTO GROUND NOTE: 1.WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT. 10 MIL PLASTIC LINING WOOD OR METAL STAKES (2 PER BALE) STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC LINING 8' MIN. 2' M I N . CONCRETE WASHOUT CONCRETE WASHOUT SIGN NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' 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 BROOM FINISH PERPENDICULAR TO WALK 5" CONCRETE 6" X 6" NO 6 6 WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE SIDEWALK GEOTEXTILE FABRIC EXPANSION JOINT SCORE JOINT EXPANSION JOINTS TO OCCUR 20' O.C. MAX & AT ALL CURBS, WALLS, & WHERE SHOWN ON PLANS OR OTHER DETAILS TOOLED JOINT 5' O.C. OR AS SHOWN ON PLANS & OTHER DETAILS OR TO MATCH EXIST. SCORE JOINTS. TOOLING SHALL ALSO OCCUR AROUND ENTIRE PERIMETER OF CONC. PAVEMENT. 1/2" JOINT 2"2" 1" M I N . 1/2" JOINT 2"2" JOINT SEAL PER SPECIFICATIONS TOOLED JOINT WITH 1/4" RADIUS EDGE BOND BREAKER BACKER ROD PREMOULDED JOINT FILLER 16 " 6" FLUSH CURB IN PAVING 1/ 2 " 6" 6" 6"6"6" PROVIDE CLEAN SQUARE CORNER WHERE BITUMINOUS WALK ABUTS CURB FINISH GRADE; BITUMINOUS OR LAWN, SEE PLANS 1/2" RADIUS FINISH GRADE 4,000 PSI CAST-IN-PLACE CONCRETE CURB GRANULAR SUBBASE EXISTING PAVING TO REMAINPROPOSED PAVING TOP COURSE BINDER COURSE 1-/2" MINIMUM DEEP KEY INTO EXISTING PAVEMENT COMPACTED BASE MATERIAL KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT 1' SUBGRADE OR STRUCTURAL FILL COMPACTED TO 95% MODIFIED PROCTOR COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR DE P T H T O SU B G R A D E A S RE Q U I R E D BINDER COURSE - NYSDOT ITEM 402.198902 - 19F9 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407-0102 DILUTED TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION PAVEMENT TYPE TOP COURSE BINDER COURSE GRAVEL COURSE STANDARD DUTY 1-1/2"3"12" GEOTEXTILE FABRIC, MIIRAFI 500X * PAVEMENT DEPTHS BASED ON GEOTECHNICAL RECOMMENDATIONS 6" 6" 7" 1/4" RADIUS PAVEMENT (SEE PLAN) CAST-IN-PLACE INTEGRAL CONCRETE CURB GRANULAR SUBBASE (TO 95% STD. PROCTOR) COMPACTED OR UNDISTURBED SUBGRADE (TO 90% STD. PROCTOR) SCORE JOINT CONCRETE WALK 6" 6" (M I N . ) 18 " 6" 6" #4 NOSE BAR CONTINUOUS W.W.M. Scale: NTS STABILIZED CONSTRUCTION ENTRANCE1 Scale: NTS SILT FENCE2 Scale: NTS TEMPORARY STOCKPILE3 Scale: NTS CONCRETE WASHOUT6 Scale: NTS CONCRETE PAVING9 Scale: NTS CONCRETE JOINTS7 Scale: NTS 6" FLUSH CONCRETE CURB8 SITE DETAILS L-5.1 MCB JTM DBH 6/27/2025 NTS SCALE: NTS PAVEMENT KEY11 Scale: NTS ASPHALT PAVEMENT10 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Rood and Riddle Real Estate P.O. Box 12047 Lexington, KY 40580 Sa v e D a t e : 6/ 2 6 / 2 0 2 5 1 2 : 0 5 P M Fi l e N a m e : G: \ P r o j - 2 0 2 5 \ 2 0 2 5 0 2 9 _ R o o d _ a n d _ R i d d l e _ E q u i n e _ H o s p i t a l _ E x p a n s i o n \ 2 0 2 5 0 2 9 C A D \ L - 5 _ D E T A I L S . d w g Pl o t t e d B y : JE S S I C A M I N K Rood & Riddle Equine Hospital in Saratoga 63 Henning RD Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2025029 Scale: NTS INTEGRAL CONCRETE CURB5 6' (ADJACENT SIDEWALK) 3' (ADJACENT LAWN) ADJACENT SIDEWALK, 1:12 MAX 1' CONCRETE CURB 6" 3/8" EXPANSION JOINT ADJACENT FINISH GRADE AT BOTTOM OF CURB SCALE: NTS TRANSITION CURB4 Planning Board #XXXXXXXX NOTES: O.D./2 6" MIN. O.D.PIPE LAWN RESTORATION TOPSOIL & SEED PVMT. RESTORATION SELECT ON-SITE FILL FINAL TRENCH BACKFILL 5' - 0 " M A X . VA R I E S - A S R E Q ' D . PIPE O.D. + 24" 12 " NYSDOT NO. 1 CRUSHED STONE, PER TABLE 703-4 EXISTING ASPHALT CONCRETE PAVEMENT. 1. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAXIMUM, COMPACTED LIFTS. ALL BEDDING A BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 2. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES DURING TRENCHING OPERATIONS. 3. ALL PAVEMENT SAWCUTS SHALL BE IN SOUND EXISTING PAVEMENT ACCEPTABLE TO THE ENGINEER. TRENCH WALL SLOPES SHALL CONFORM TO O.S.H.A. REGULATIONS, TYPICAL. 18 " 4' - 1 0 1 / 2 " 3" 3' - 9 1 / 2 " INLET INVERT 3" ABOVE16 " OUTLET INVERT VA R I E S 4" 30"Ø RISER LIQUID LEVEL 3" 4' - 1 1 " 6" 9'-10" 12 " M I N . 12" MIN. #2 CRUSHED STONE BEDDING ASPHALT BITUMASTIC COATING ENTIRE INTERIOR AND EXTERIOR SURFACES AS SPECIFIED JOINT MADE WATERTIGHT WITH BUTYL ROPE BETWEEN STRUCTURE SECTIONS OUTLET PIPE INVERT ELEVATION OUTLET PIPE SIZE AS INDICATED ON PLAN HIGH DENSITY POLYETHYLENE PIPE GASKETS AT ALL PIPE CONNECTIONS UNDISTURBED SUBGRADE CROSS SECTIONPLAN SLOPE FINISHED GRADE AWAY FROM COVERS (TYP.) PRECAST 1,000 GALLON CONCRETE SEPTIC TANK 24" DIA. CONC. LID (TYP.) PRECAST CONCRETE GRADE EXTENSIONS AS REQUIRED; CEMENT MORTAR SHALL BE PLACED BETWEEN SECTIONS AND ENTIRE EXTERIOR HEAVY DUTY MANHOLE FRAME AND COVER (CAMPBELL NO. 1012A TYPICAL) CEMENT MORTAR AROUND ENTIRE FRAME (TYP.) INLET PIPE SIZE AS INDICATED ON PLAN INLET PIPE INVERT ELEVATION 4" DIA. PVC SANITARY TEE (TYP.) 6" BUILDING LATERAL 4" SDR 26 PVC 1/8 LONG SWEEP BEND CAST IRON FRAME & COVER CRUSHED STONE (NYSDOT #1) FLOW LETTERING ON COVER: SAN. SEWER FINISHED GRADE FOR PAVED AREAS WITH FRAME & COVER 10" THREADED CLEANOUT PLUG FINISHED GRADE FOR UNPAVED AREAS WITHOUT FRAME & COVER SITE DETAILS L-5.2 MCB JTM DBH 6/27/2025 NTS Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Rood and Riddle Real Estate P.O. Box 12047 Lexington, KY 40580 Sa v e D a t e : 6/ 2 6 / 2 0 2 5 1 2 : 0 5 P M Fi l e N a m e : G: \ P r o j - 2 0 2 5 \ 2 0 2 5 0 2 9 _ R o o d _ a n d _ R i d d l e _ E q u i n e _ H o s p i t a l _ E x p a n s i o n \ 2 0 2 5 0 2 9 C A D \ L - 5 _ D E T A I L S . d w g Pl o t t e d B y : JE S S I C A M I N K Rood & Riddle Equine Hospital in Saratoga 63 Henning RD Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2025029 4 SANITARY CLEANOUT SCALE: NTS 3 ABSORPTION TRENCH DETAILS SCALE: NTS NOTES: 1.DO NOT INSTALL ABSORPTION TRENCHES IN WET SOIL. 2.INSTALL TRENCHES PARALLEL TO CONTOURS. 3.INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET ABOVE NOTED MINIMUM DEPTHS. 4.RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING CRUSHED STONE/GRAVEL. 5.INSTALL SOLID END CAPS AT ENDS OF ALL DISTRIBUTOR PIPES. BACKFILL MATERIAL SHALL NOT CONTAIN STONES OR COBBLES LARGER THAT 2" DIAMETER. SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS. ABSORPTION TRENCH LONGITUDINAL VIEW ABSORPTION TRENCH CROSS-SECTION PARTIAL TRENCH PROFILE 30 " M A X . 6" M I N . 12 " M A X . 12 " MI N . 2" MI N . 6" M I N . 24 " M I N . 24" 4" MIN. FILTER MAT- UNTREATED BUILDING PAPER OR PERMEABLE GEOTEXTILE PVC PIPE JOINT, TYP. BACKFILL WITH EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE ENGINEER CRUSHED STONE/WASHED GRAVEL - 3/4" MIN. TO 1-1/2" MAX. NOTE: ABSORPTION TRENCH SPACING SHALL BE 6'-0" MIN. O.C. UNDISTURBED SOIL ON FILL MATERIAL GROUND WATER, BEDROCK, OR IMPERVIOUS LAYER CRUSHED STONE / WASHED GRAVEL - 3/4" MIN. TO 1-1/2" MAX. BACKFILL WITH EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE ENGINEER FILTER MAT- INSTALL UNTREATED BUILDING PAPER OR PERMEABLE GEOTEXTILE ENTIRE TRENCH WIDTH & LENGTH PERFORATED 4"Ø PVC DISTRIBUTOR PIPE W/ PERFORATIONS INSTALLED DOWN PERFORATIONS 6" M I N . 12 " M A X . 8"MA X . FLOW FILTER MAT- UNTREATED BUILDING PAPER OR PERMEABLE GEOTEXTILE PIPE JOINT, TYP.INSTALL PERFORATIONS DOWN, TYP. BACKFILL WITH EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE ENGINEER 2"MI N . CRUSHED STONE / WASHED GRAVEL - 3/4" MIN. TO 1-1/2" MAX. UNDISTURBED SOIL NOTE: ABSORPTION TRENCH SPACING SHALL BE 6'-0" MIN. O.C. GROUND WATER, BEDROCK OR IMPERVIOUS LAYER TYPICAL DISTRIBUTOR PIPE SLOPE: 1/16" - 1/32" PER FOOT LEVEL TRENCH BOTTOM 2 1,000 GALLON SEPTIC TANK SCALE: NTS 1 TYPICAL PIPE TRENCH SCALE: NTS Planning Board #XXXXXXXX