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HomeMy WebLinkAbout20211156 63 Henning Site Plan Plans As-Approved0 pital Rood nd Riddle Equine Hos i I/ PROJECT LOCATION MAP 11 SCALE: N.T.S. PROJECT VICINITY MAP ig- SCALE: N.T.S. 63 Henning Road, Saratoga Springs, NY 12866 SHEET INDEX: I TAX MAP PARCEL PARCEL SIZE I #166.-3-23 November 16, 2021 January 13, 2022 ZONING DISTRICT RR-1, RURAL RESIDENTIAL 0-1 OVERALL EXISTING CONDITIONS PLAN BUILDING SETBACKS REQUIRED: PROPOSED: MAXIMUM PERCENTAGE OF LOT COVERAGE FRONT SETBACK 20% 14.5% 60' 105' C-1.0 SITE PREPARATION PLAN SIDE SETBACK 30' 236' REAR SETBACK BUILDING HEIGHT 100, 169' 35' 35' C-2.0 LAYOUT PLAN PROPOSED EXPANDED USE: 7 STALL BARN (2,500 SF) CITY OF SARATOGA SPRINGS PLANNING BOARD q. 474 Broadway City Hall ...................... Saratoga Springs, New York 12866 Tel 518-587-3550 %x S18-580-9480 www saratog a- S Pr i n g S org, In the matter of the application #20211156 Rood and Riddle Real Estate 63 Henning Road Saratoga Springs, W 12866 MAWTORPEY, Charr SARA BOIVIN, Wee Chzr TODD FAROZZI RUTH HORTON LEXIE BONITATIBJS KERRY MAYO JASON DOTY SHAWNA JENKS, Alrarnare CHPIS PIPIA, Airwrate Involving the premises with tax parcel no. 166-3-23 in the City of Saratoga Springs, on an application for site plan review for a proposed 2,245 sq. ft, horse barn expansion and associated site work in the Rural Residential district. In accordance with SEQRA regulations 6NYCRR Part 617 and after review and evaluation of the SEQRA Long Environmental Assessment Form Part 1, the Planning Board determined that the proposed action was consistent with the Negative SEQRA Declaration issued on April 9, 20K And, in accordance with objectives, standards and guidelines contained in the City Zoning Ordinance. chapter 240, article 7.2 "Site Plan Review", the Planning Board issues the following decision on January 13, 2022 (passed 5-0 in favor: Torpey, Horton, Mayo, Doty, Marshall): 0 Approve as presented with the following condition, 1. Final plans shall be provided to the satisfaction of DPW The applicant is required to: 1. Deliver a letter of creditor cash escrow in the amount approved by DPW to the City per Article 7.2. IS of the Zoning Ordinance, This must occur prior to final signature by the Planning Board Chair. 2. Submit one (I ) mylar and two (2) paper copies of the final approved site plans for signature by the Planning Board Chair within eiehteen (18) months of approyal as per Article 7.2. 12 of the Zoning Ordinance, 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 7.1 14 of the Zoning Ordinance. lanuAa 21, 2022 Date filed with Accounts Dept Chair � I of 1 %W�HIIAI Rood and Riddle Real Estate 2150 Georgetown Road, Lexington, KY 40511 (859) 233-0371 C-3-0 GRADING, DRAINAGE, AND UTILITY PLAN C-4.0 SITE DETAILS a 1:10SIA a0 0 The LA 1I�a.Z� Landscape Architecture & Engineering P.C. People. Purpose. Place. www.thel.agroup.com P 518/587-8100 F 518/587-0180 www.thelagroup.com 40 Long Alley Saratoga Springs, NY 12866 Planning Board # 20211156 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs./ Chairperson Date Sign 0 PROJECT ARCHITECT: Frost Hurff Architects 41 Long Alley Saratoga Springs, NY 12866 (518)584-7514 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. M259 P467 GMF N30° I Of- 3.4' From Corner Stream d �CO CO +v � o co o�p � �CO1ik: co C6 az tj d �° a NO PHYSICAL. BOUNDS FOUND ALONG TH15 LINE. TH15 HAS BEEN ESTABLISHED BY HOLDING GEOMETRY FROM MAP REFERENCE NO. 8. THERE IS CONFLICTING RECORD INFORMATION BETWEEN MAP REFERENCE NO. 8 # 9 AND 832/423 AND ADDITIONAL INVESTIGATION FOR EVIDENCE TO THE WE5T TO CONFIRM THE POSITION OF TH15 LINE 15 NECE55ARY. IPF 0 Lands Now or Formerly of Board of Cooperative Educational Services, Sole Supervisory District of Saratoga and Warren Counties Book 832 of Deeds, Page 423 (Warranty Deed) Tax Map No. 166.00-4-20 Additional Deeds (Quit Claim) to the Board of Cooperative Educational Services, Sole Supervisory District of Saratoga and Warren Counties Recorded in 8321419 and 8321421 Lands of "` The People of the State of New York 1 TRUE NORTH AT 73045' W LONGITUDE C{,a/��e�ce Lands Now or Formerly of The People of the State of New York F Interstate 87 1n "Adirondack Northway" Area = 13.46E Acres Chain Link 0 Conc. Pad, aik � 5ter �/ Fence Conc. ° Pad Conc. Pad ' Generator with Dumpsters ` 10" HDPE Flared End 5ection_`% u� 1-Story `— — — — — Building -� Crushed Stone — — — — p 52.0 f I i oo F, —1 / 1 I Asphalt C T3� 9 Metal r o O Conc. Q3 Buildmg I 2 p Pad N �230t c? Conc. 1 0 0 o 0 2-Story } I2.G' Building b ® i.2 \ �' I I� \ O Crushed Stone Stair 6' \ I3.2' 1 _ Dec 32 5 0 Cor 43°04' 31.006"N 73045' 13.985" W Motion Sensor GMF IPF Lying M I N04°55'E 41 .9' on 51de P I from Corner Fence Brick Pdlar— ®•'•.. Motion Sensor- Yellow �` - GAS -"-' GAS - GM -GAS r-nn GAS Pin Flags GAS ` GAS GAS ...G- e Yellow Paint _ /GAS " 1 0" Steel" GAS GAS !— GAS e S L=188.71 ' R=661.53' N> 6008' 06" W Ch=188.03' GAS GA5 / GAS Gps G M \\ Cru5hed Stone Utility Pole with ' Light Conc. Curb 1 Transformer on Conc. Pad I I ' l 68•S& , � ��d gone/ ' s 5� GO. f GO. Utility Pole with Phone Box G d�� Conc- Pad with Motor Brick Pillar GMF / c --�....� Lands of IV,B 5ign New Y The Peo1nork State of R . &L. . Morri55ey Lane" I'ht of Z?"L9 "Equine Hospital" M256 pQve�e�t ,0(2 OaCG� P46I C ❑ 35 Ft fries �. M257 P465 n Retair Crushed 5ton, L O 1 2" HDPE Flared End Sectionl'' Rip Rap (Tyr.) � ®a n� 0 Sanitary Sewer Pump 5tation Alarm Panel f �0 1-Story ° Budding t 6.7' A5phalt I 5tgn "No Parking" 3.5' N. 2G18 i t J t f Sign "deserved" a o NC Un:t5 (2 I Ilk 1 1 I 1 I t I Ramp U� \, _ // / Morrissey Lane (Formerly Henning Road) Assumed Location of Exi5tmg Gas Main. Gas Marker Stand Pipes Were Located. No Pipe Offset Information was Labeled. The Location or 5tatu5 of an Easement for These Lme5 Is Unknown. MAP LEGEND: NOTES: WELL CASING 1.) THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY COMPLETED ON NOVEMBER 20, 2021 AND IS MADE IN ACCORDANCE WITH THE EXISTING CODE -� SIGN OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. MAILBOX 2.) NORTH ORIENTATION IS TRUE NORTH AT 73.45' WEST LONGITUDE WITH A CATCH BASIN DRY WELL CONVERGENCE ANGLE OF 00'30'30" FROM GRID NORTH PER NEW YORK STATE Q SANITARY SEWER ACCESS COVER PLANE EAST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83 [EPOCH 2010.00]) AS DERIVED FROM RTN RTK GNSS OBSERVATIONS CORRECTED RIP RAP THROUGH THE NYS SPATIAL REFERENCE NETWORK CORS/REAL TIME NETWORK. YARD DRAIN 3.) THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR AN UP-TO-DATE TITLE REPORT AND IS SUBJECT TO FACTS CONTAINED ® CLEAN OUT THEREIN. <> UTILITY POLE 4.) NO CORNERS WERE SET AS A PART OF THIS SURVEY. LAMP 5.) PARCEL IS SUBJECT TO EASEMENTS, COVENANTS, AND AGREEMENTS OF RECORD. ❑GMF GRANITE MONUMENT WITH DRILL HOLE FOUND 6.) DISTANCES SHOWN ARE GROUND DISTANCES. A CMF TRIANGULAR CONCRETE MONUMENT FOUND OGM 7) THE RIG IS PERMAPREFERENCE ORRISSSEY LANE IS UNKNOWN. GEOMETRY GAS LINE MARKER M256 NYS ACQUISITION MAP AND PARCEL NUMBERS P464 SEE MAP REFERENCES O PROPERTY CORNER -NO MARKER FOUND MAP REFERENCES; 1.) MAP ENTITLED "INTERSTATE ROUTE 502-2-3 (MALTA-SARATOGA SPRINGS SECTION), MAP NO. 230, PARCEL NO. 416," PREPARED BY THE NEW YORK STATE DEPARTMENT OF PUBLIC WORKS ON AUGUST 30, 1960. 2.) MAP ENTITLED "INTERSTATE ROUTE 502-2-3 (MALTA-SARATOGA SPRINGS SECTION), MAP NO. 256, PARCEL NOS. 461, 462, 463, & 464," PREPARED BY THE NEW YORK STATE DEPARTMENT OF PUBLIC WORKS ON AUGUST 30, 1960, 3.) MAP ENTITLED "INTERSTATE ROUTE 502-2-3 (MALTA-SARATOGA SPRINGS SECTION), MAP NO. 257, PARCEL NO. 465," PREPARED BY THE NEW YORK STATE DEPARTMENT OF PUBLIC WORKS ON AUGUST 30, 1960. 4.) MAP ENTITLED "INTERSTATE ROUTE 502-2-3 (MALTA-SARATOGA SPRINGS SECTION), MAP NO. 259, PARCEL NOS. 467," PREPARED BY THE NEW YORK STATE DEPARTMENT OF PUBLIC WORKS. 5.) MAP ENTITLED "CITY OF SARATOGA SPRINGS HENNING ROAD & WEIBEL AVENUE RELOCATION, MAP NO. 1, PARCEL NO. 1," PREPARED BY THE NEW YORK STATE DEPARTMENT OF PUBLIC WORKS ON JULY 02, 1962. 6.) MAP ENTITLED "CITY OF SARATOGA SPRINGS HENNING ROAD & WEIBEL AVENUE RELOCATION, MAP NO. 2, PARCEL NO. 2," PREPARED BY THE NEW YORK STATE DEPARTMENT OF PUBLIC WORKS ON JULY 02, 1962. 7.) MAP ENTITLED 'INTERSTATE ROUTE 502-2-3 (MALTA-SARATOGA SPRINGS SECTION), MAP NO. 516, PARCEL NO. 844," PREPARED BY THE NEW YORK STATE DEPARTMENT OF PUBLIC WORKS ON JANUARY 29, 1963. GMf 8.) MAP ENTITLED, "PORTION OF LANDS OF SKIDMORE COLLEGE," DATED FEBRUARY 04, 1972, MADE BY CHESTER A. GRAMINSKI, AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE IN DRAWER "GG" AS MAP NO. 178. 9.) MAP ENTITLED, "SUBDIVISION MAP - SECT. 3, INDEPENDENCE SQUARE," DATED APRIL 21, 1977, AS LAST REVISED ON JUNE 10, 1977, MADE BY C.T. MALE ASSOCIATES, P.C., AND FILED IN THE hdh��°f SARATOGA COUNTY CLERK'S OFFICE IN MAP DRAWER "AAA" AS MAP �h NO. 64. c� 10.) MAP ENTITLED, "SURVEY OF PREMISES KNOWN AS STREET NUMBER 63 HENNING ROAD TO BE CONVEYED TO ROOD & RIDDLE REAL ESTATE, LLC," DATED JUNE 24, 2013, AS LAST REVISED ON SEPTEMBER 10, 2013, AND MAD BY RAYMOND A. KOCH. S SURVEYED PARCEL TAX MAP DESIGNATION & DEED REFERENCE; TAX PARCEL 166.00-3-23 A DEED FROM HUNTER HOLLOW HOLDINGS, LLC TO ROOD & RIDDLE REAL ESTATE, LLC, DATED SEPTEMBER 17, 2013, AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON SEPTEMBER 24, 2013 AS INSTRUMENT NO. 2013039588. GMF 542°42'W 3.0 M230 From Corner p4 16 Gas Line 646.94 s Markers and N06°05' S6" __ GAS _--- GAS ^" Acce55 Covers �6 GAS ,__ __ AS ®GAS ----` G AS -GAS GAS GaM F S GAS -" GAS -.® GA ---� Fence Rema'n5 Lands Reputedly of Corporation of Yaddo Tax Map No. 166.00-4-20 Boundary Survey Lands of Hunter Hollow Holdings, LLC Henning Road City of Saratoga Springs (ID), Saratoga County, New York SCALE; 1" = 50' NOVEMBER 24, 2021 1 O A� 60605 �tAND'S JASON M. TOMMELL PLS LIC. NO. 50,605 Jason M. 7-owne,11 I Pro 65ionxt Lxnv-5urVe, for PO $ox 7f.Z Saratoga Sprin.js, Vf t ZMA f18-36f-1,Z7,Z � Cason-(�totM,t�+,e.11surUei7in.9.coyn. SHEET: 1 OF 1 MAP NO. 21050.04 » 31 ww h CIA In v � { /14 Uto in RL 10 C*J Y 47 j( it a S<g�. �'Cs '?a.'. •('`^.. � if Y j1, IP ([ y - ,ci A. dPa' f' > ,. - e.-e• _ ter' ll ^..,h1 ''s En NN ft u •;. x > ta.? iv c.9 `m��• +-..�; %ebb.- t=s "e. �~� i � � � 4 ,,�; ��a3 +tom;'_ � �. � �'` � d � � if � t �,£Y�•`'`- �``� v)cc L} ✓ Cy° . 63 % 4 l%b a � o IL IL 5- L -7 t / e F tu W 0 t toZ — —j CL V} Z 0 < < W > Z Li Z O tis t a�p4) L `� as , mar .......... . Q iZC)I- d �d -0 p0,/tuQ Z � Ui tf} ajdu.a a- - C) U [rL �j rid C3 C3 C 3 ,QUJ C,a-� 0v to a/- Ma u.a Do LU noZ CC3U0U < SURVEY , j °tu 1. SURVEY PLAN PROVIDED BY VAN DUSEN & STEVES LAND Z' SURVEYORS, DATED 6/23/16. I I I I I I I-10Z b M Cd as t 6Q to to My j • M �t �r✓ G �iA"s � e 0 Z 9i Z 0 CQ Eli c m co -- 1 SHEErlOF1 cSc RIDDLE ©2102 MG, NO. 15-140 Planning Board # 20211156 Approval Approved and r authority of a resolution adopted by the Planning Board of the City of Saratogap Chairperson - _ � LL ZOLL - Date Signed: Lcj�l The LA GROUP Landscape Archlte.cture, & Engineering P.C. People. Pu-rpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs 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. Cc) the LA Group 2017 Prepared for., & Riddle Real Estate 2150 Georgetown Road, Lexington, KY 40511 Project Title. - Rood & Riddle Equine Hospital 63 Henning Road Saratoga Springs, NY 12866 Project No.: 2021107 Design: MCB Drawn: CML Ch'k'd: DBH Date: 11/16/2021 Scale: 1" = 30' Rev: Description: Date: 1 Site Plan Approved 1/13/2022 Drawing Title OVERALL EXISTING CONDITION PLAN Drawing No. u] -4— —�� —�'. �~ \` \ ` / � \ C) Lij\ [J | wr OP jj mi 0 op IV dip 00000 >1 __ ~~ __~ � = —__ _ �� ' ---- | ~~ 1. PRIOR TOCONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH OVVNER/OWNER'S REPRESENTATIVE TOREVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 2. THE CONTRACTOR'S ATTENTION |8DIRECTED TOTHE GENERAL SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NOWORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. 3. ALL EROSION CONTROL MEASURES SHALL 8E|NPLACE PRIOR TOANY EARTH DISTURBING ACTIVITIES. REFER TOPROJECT 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. 1CONTRACTOR |SRESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OFWORK DUE TOTHEIR CONTRACT OPERATIONS. 2. CONTRACTOR SHALL PROTECT AND SUSTAIN |NNORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3. THE CONTRACTOR SHALL BERESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED TOREMAIN FOR THE LENGTH (}FTHE CONSTRUCTION PERIOD AND SHALL, ATAMINIMUM, INSTALL TREE PROTECTION FENCE |NACCORDANCE WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT 8E PARKED WITHIN THE DRIP LINE ORWHERE DAMAGE MAY RESULT TO TREES TOBESAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO8ESAVED. 4, ATALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE {)FTHE EXISTING PAVEMENT SHALL BE SAW CUT TOACLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. REMOVALS �U�~�-�����~ ���-U�U»���������� NOTES: 1|T|STHE RESPONSIBILITY OFTHE CONTRACTOR TOCOORDINATE WITH THE OWNER'S REPRESENTATIVE DNALL MATERIALS TDBE REMOVED AND RECYCLE D/D|8POSEDOFOFF SITE. ALL HANDLING OF MATERIALS TOBEREMOVED, RECYCLED, 0RDISPOSED DFMUST BE DONE GO|NASAFE, LEGAL MANNER, |NACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. 2. ALL ITEMS REQUIRING REMOVAL SHALL 8EREMOVED TOFULL DEPTH TOINCLUDE BASE MATERIAL AND FOOTINGS ORFOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED, 3, EXISTING ITEMS INDICATED T08ESALVAGED ORSTOCKPILED SHALL BECAREFULLY REMOVED AND STORED A£DIRECTED 8YTHE OWNER'S REPRESENTATIVE. 4 TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OFENTIRE ROOT SYSTEM AND SATISFACTORY OFF -SITE DISPOSAL OFALL TREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES |NSUCH AWAY ASTONOT DAMAGE ADJACENT BUILDINGS OROTHER TREES T0BESAVED. 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TD FULL DEPTH WITHIN LIMIT OFGRADING BEFORE C[>K4K4ENC|NC EXCAVATION AND GRADING OPERATIONS, TOPSOIL SHALL NOT 8E REMOVED FROM THE SITE, UNLESS APPROVED 8YTHE OWNER'S REPRESENTATIVE. Em PROPERTY LINE Now REMM CONSTRUCTION LIMIT LINE (0.22 ACRES) ------SANEXISTING SANITARY LINE ----FW ---- EXISTING FORCEMAIN SF ----- SILT FENCE EXISTING ASPHALT PAVEMENT EXISTING GRAVEL DRIVEWAY REMOVE ITEM STABILIZED CONSTRUCTION ENTRANCE Planning Board # 20211156 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratogasiao 0 The LA GROUP Landscape Architecture mEngineering pc. }ew,te./u/,pmv /Yfmn. 40 Long Alley y.51O'587-O|O8 Saratoga Springs 1.518-58T-0180 NY|28G6 www.thelagrnupzom Unauthorized alteration maddition tothis document isaviolation ofSection 72O9ofthe New York State Education Law. 0 the LA Group 2017 ���d for., Rood �� ��^°�°�U Real ���� Riddle ���� K�=,=1� �� K�.1���U� K��=U �������� ���=u� 2150Georgetown Road, Lexington, KY 40511 eroject Title�- �� .� �^ ��~��.�U �������� ��� Riddle Equine Hospital 63 Henning Road Saratoga Springs, NY 12866 Project No.: 2021107 Design: mCu Drawn: CIVIL Ch'k'd: DBH Date: 11/I6/2031 Scale: 1^~20' Description:Date: Ite Plan Approved 11/13/2022 Drawing Title ��U'�� PREPARATION ��U U K_ PLAN Drawing ft. Date Signed: 0 0 t/M/T OP \\wQ '�L U 0 C.)1-.) •t..� avow �►r i..i...i t i tt ��+• dodo ."00006- LIJ -- r fit`-�C I -__'rr „i } ,4040rr! 40 4000000 —�-p 3 LLJ / ,'j �, � � �'; �—�.''`j._.� •gyp" e^^_. opI 00000 .--" ., 00 do dP 0 ' �x.._,t 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. 1 ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 4, FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 5. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION, 6. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 7. 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.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 8. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. a GRAVEL DRIVEWAY 20 10 0 5 10 15 20 Scale: 1" = 20' Planning Board # 20211156 LEoval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Spi Chairperson Date Signed: `3 L L Z♦ Z �- //.3 /L L 0 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs 518-587-0180 NY 12866 wwwtheiagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. C the LA Group 2017 Prepared for. Rood & Riddle Real Estate 2150 Georgetown Road, Lexington, KY 40511 Project Title: Rood & Riddle Equine Hospital 63 Henning Road Saratoga Springs, NY 12866 OF NEjim,CO {- o` Q �17 4 .1 Li n r=� �410 091139 v RO�ESSIONP Project No.: 2021107 Design: MCB Drawn: CIVIL Ch'k'd: DBH Date: 11/16/2021 Scale: 1" = 20' Rev: Description: Date: 1 Site Plan Approved 1/13/2022 Drawing Title LAYOUT PLAN Drawing No. __.___..- - f " CIO , ... �.. �-.._, 2 0 `t �„ i .'��' __.. v 3/4" TYPE K COPPER WATER ,-'' `` \ �- ..�? , ',.. .a- SERVICE FROM EXISTING r.._ '.:' ... .,=} BUILDING TO NEW BARN 258.50 - _.: 256 - , . 258.70 259.38 PROPOSED BARN 25 38 FFE=259.38 SANITARY CLEANOUT Y f'. 7 LF 4" PVC @ 2.0% BLDG INV.: 257.24 �! \\ ,Z '- `'_` "& WYE SADDLE CONNECTION TO t EXISTING 4" SANITARY LATERAL ��00 t i a% - r�, EXISTING 12" ...... \ � TO 1,000 GAL SAND INTERCEPTOR , � � � l o, -� o EXISTING fLAR1=END St GN,.. � �a I ( 2\59.15 259.10 � : , i `th I � HDPE @'1.0 /o i ..a INV.: ±257.10 I - _ �� INV,• 252 20 •�;i, Css era I '�`, ''.� �, \ ___ \ �..... y � ,.. _.•-- .._...-.........._ }lam "I' \ .. .... " ".."w w _ \ \ \ w rkii • ��' '� \ NE YARD DRAIN EXISTING YARD DRAIN RIM: 259.00 RIM: 258.90 \ !' '< ' INV.: 255.00 EX. INV,: ±254.40 EXISTING 1,000 GAL SAND I INTERCEPTORy \ \ N do 0 63, oi ' \`EXIISTING FOREBAY AND INFILTRATION .BQSIN _V j L11 I. 1 \ I I € 1 .. __ � ..._......_ _._. _ _.W...... ................. I r 3 I • � \ C� ..... n 1 ; cJ 0 r j ___ 3 u� .1_ ; t � .1'•�'F:. \ �..) � €_.i_.l ;� � i.'j i 1 i t ; � j I � �.-„L 1 - .. _.._. __..... 1 EXISTING 60' LONG ABSORPTION TRENCHES (TYP. OF 3) F \ry. \ 41 1 l 0_T._ _ _ __----_. r _ r l i J �3` _ \ .`. - t _... .... O LLJ : r' r 1 i \ am _. 3 _r- C of % G J 1 _- 2CKI; `yip. �.� �..<�, M , r C✓ , 40 Ln f :_� - -_ as �� t \ ram.• �� \ w � ... y .4000,00, f l LL.i _._ .. _... �.' r �, ✓' D 400� lop } %.... \ "",� € ;t '/ �'`�.. Yam,,..- .sue �f �,_`_•`w ,�. 0 \� j~ a 0 5i/ dop /• _.., . . 01000000y100 N N' CONSTRUCTION LIMIT LINE (0.22 ACRES) SAN------ EXISTING SANITARY LINE FM EXISTING FORCEMAIN SAN PROPOSED SANITARY LINE 33,2 EXISTING CONTOUR 332 GRAVEL DRIVEWAY GRADING NOTES: 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 6/23/2016 PERFORMED BY VAN DUSEN & 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 25, 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. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE. 8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS SLOPING PAVEMENT, IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB. 10, 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. 11. 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. 12. 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. 13. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 14. 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. 15. 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. 16. 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. 17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 18. 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. 19. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS BA LIGHT POLES, SIGN POLES, MAN HOLES, CATCH C 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. 20. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. SLOPES 21, THE SIDES OF ANY NEW CUT AND/OR FILL SHALL BE CONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT (VERTICAL) ON 2 FOOT (HORIZONTAL). Planning Board # 20211156 Approval v Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Spi Chairperson - - • - • Date Signed: 2 L Zo z z_ /1/.0?1lL 0 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose, Place. 40 Long Alley p, 518-587-8100 Saratoga Springs f 518-587-01.80 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. Cc; the LA Group 2017 Prepared Rood • i Rea' Estate 2150 Georgetown Road, Lexington, KY 40511 Project Title. - Rood & Riddle Equine Hospital 63 Henning Road Saratoga Springs, NY 12866 :., C C7 , swop �is�� %FESS\0 Project No.: 2021107 Design: MCB Drawn: CIVIL Ch'k'd: DBH Date: 11/16/2021 Scale: 1" = 20' Rev: Description: Date: 1 Site Plan Approved 1113/2022 Drawing Title GRADING, DRAINAGE, fit. UTILITY PLAN Drawing No. C-3.0 WIDEN AS NEEDED TO MAINTAIN STABILIZED ACCESS 6" DEEP 50/50 MIXTURE OF NYSDOT #2 o [ , AND #3 STONE WITH FILTER FABRIC, SEE NOTES. f 7 ff �: I ✓ O x e , J ✓ I 50' MINIMUM CONSTRUCTION SPECIFICATIONS 1. MINIMUM STONE SIZE SHALL BE 1"4" STONE, INSTALLED OVER FILTER FABRIC TO A MINIMUM DEPTH OF 6". 2. MINIMUM WIDTH SHALL BE 12' FOR ONE WAY TRAFFIC, 24' FOR TWO WAY TRAFFIC. MINIMUM LENGTH SHALL BE 50`, 3. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESSES SHALL BE PIPED BENEATH ACCESS. IF IMPRACTICAL, A MOUNTABLE DIVERSION BERM PREVENTING RUNOFF ONTO ADJACENT ROAD SHALL BE PERMITTED. 4. ACCESS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY. 5. ALL VEHICLE WASHING SHALL BE DONE IN A STONE STABILIZED AREA WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 6. INSPECT AND MAINTAIN AS NEEDED TO CONFORM TO SPECIFICATIONS AND STORMWATER POLLUTION PREVENTION PLAN. STABILIZED CONSTRUCTION ENTRANCE Scale: NTS s 0 vuLu �, a LOTH MIN. 6" INTO GROUND PERSPECTIVE VIEW {—r-IL I tK I-AbKIL,; I -AZ) I tIVtU OLUUKtLY TO FENCE POSTS W/ STAPLES SECTION 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. SILT FENCE Scale: NTS NOTES: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 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 STRAW BALE DIKE, IN ACCORDANCE WITH PROJECT DETAILS. 4. IF DEEMED NECESSARY BY THE QUALIFIED INSPECTOR, A PERIMETER DIKE/SWALE SHALL BE LOCATED UP -SLOPE OF THE TOPSOIL STOCKPILE. TEMPORARY STOCKPILE Scale: NTS n W _ rn c® O a W W 2"X4" WOOD FRAME FASTEN FILTER FABRIC SECURELY TO WOOD FRAME, TYP. v v NOTES: 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85, BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. Z CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY SHALL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS SHALL BE STANDARD 2" X 4" WOOD OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP, SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACK -FILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A 2"X4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. INLET PROTECTION e a Scale; NTS c Scale: NTS - CRETEI IHOUT TOPSOIL AND TURF RESTORATION, �I CRUSHED GRAVEL (NYSDOT 304.12); SET IN (2) COMPACTED LIFTS OF 6" EACH; COMPACT TO 95% MODIFIED PROCTOR'S DENSITY GEOTEXTILE FABRIC, MIRAFI 50OX OR APPROVED EQUAL, TYP, COMPACT SUBGRADE TO 95% MODIFIED PROCTOR (PROOF ROLL AND NOTIFY OWNER'S DESIGNATED REPRESENTATIVE IF UNSUITABLE SUBGRADE IS PRESENT), TYP. SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS 8 SHOWN. TACK COAT EXPOSED EDGES OF EXIST, PVMT. MIN PRIOR TO PLACEMENT OF NEW PVMT. KEY JT. LAWN RESTORATION PVMT. RESTORATION EXIST. PVMT. TOPSOIL & SEED NEW, PVMT., SEE DETAIL AS SPECIFIED SUBBASE MAT'L.; REFER 1 TO NEW PVMT. DETAIL ,> ¢ w 1 1 BURIED METALLIC IDENTIFICATION aw �'' WARNING TAPE w W 00 CJ w U 0 � zz 99 W LO .' d � > rh 0 z PIPE O.D. + 24" `a MIN. FINAL TRENCH BACKFILL (SEE NOTE) PLACE 5" MIN, CUSHION MATERIAL ON TOP OF INSULATION PIPE ZONE BACKFILL MIN. 2'-0" WIDE BY 2" THICK INSULATION BOARD, TAPE AT ALL JOINTS PIPE ZONE BEDDING MAT'L ITEM DEPTH MATERIAL NYSDOT TYPE METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN, ANGULAR 1&2 MECHANICAL CRUSHED STONE COMPACTION PIPE ZONE BACKFILL 12" MIN. ANGULAR 1&2 MECHANICAL COVER CRUSHED STONE COMPACTION FINAL TRENCH BACKFILL VARIES SEE NOTE SEE NOTE MECHANICAL COMPACTION NOTES: 1. FINAL TRENCH BACKFILL 1.a. IN NON -PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE ENGINEER OF RECORD; OTHERWISE IT SHALL BE SELECT GRANULAR FILL. MIN, MOD. PROCTOR DENSITY SHALL BE 85 PERCENT. 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE NYSDOT TYPE 2 (ITEM NO. 304,12). MIN, MODIFIED PROCTOR DENSITY SHALL BE 95 PERCENT. 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. PIPE TRENCH - --- Scale: NTS 4" SADDLE WITH STAINLESS STEEL STRAP PER MANUFACTURERS RECOMMENDATIONS, ROMAC INDUSTRIES, INC. EXISTING SEWER LINE 450 OR 300 BEND AS REQ'D 45' OR 300 BEND AS REQ'D \® PROPOSED SEWER LATERAL SLOPE: 2% MIN. (1/4" PER FOOT) PIPE BEDDING AS REQ'D i.—UNDISTURBED SUB -GRADE Scale: NTS Scale: NTS CRUSHED STONE (NYSDOT #1) f FRAME AND GRATE PVC INLET DRAIN LETTERING ON COVER: SAN, SEWER 10" FINISHED GRADE FOR PAVED AREAS WITH FRAME & COVER - - . ✓ SYRACUSE CASTINGS NO.4155 CAST IRON FRAME & COVER rr (USE IN PAVED AREAS) LONG SWEEP BEND FLOW 4" SDR 26 PVC 6" BUILDING LATERAL —FINISH GRADE SELECT GRANULAR BACKFILL CRUSHED STONE COMPACTED SUBGRADE Planning Board # 20211156 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Sp The LA GROUP Landscape Architecture Engineering P.C. Peop(e. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thetagroup.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 far. Rood & Riddle Real Estate 2150 Georgetown Road, Lexington, KY 40511 Project Title. - Rood & Riddle Equine Hospital 63 Henning Road Saratoga Springs, NY 12866 OF NE.1/.lam Q �610 QJ 133` !� R-pesStON� Project No.: 2021107 Design: MCB Drawn: CIVIL Ch'k'd: DBH Date: 11/16/2021 Scale: NTS Rev: Description: Date: 1 Site Plan Approved 1/13/2022 Drawing Title SITE DETAILS Drawing No. Scale: NTS Scale: NTS