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HomeMy WebLinkAbout20250508 56 Duplainville Rd Regeneron Site Plan Plans As-ApprovedRegeneron Pharmaceuticals Guard House PROJECT LOCATION MAP n SCALE: N.T.S. PROJECT VICINITY MAP Q SITE / CIVIL: 0 40 Long Al1eV Saratoga Springs The LA GROUP NY 12866 Landscape Architecture &Engineering P.C. p 518-587-8100f 518-587-0180 People. Purpose. Place. www.thelagroup.com APPLICANT: Regeneron Pharmaceuticals, Inc 1 Global View Troy, NY 12180 SCALE: N.T.S. ARCHITECT: C.T. MALE ASSOCIATES 50 Century Hill Drive Latham, NY 12110 Site Plans June 9, 2025 SHEET INDEX: Revised July 8, 2025 COVER S-1 SURVEY- [ COLLIERS ENGINEERING & DESIGN ] L-1.0 SITE PREP & DEMOLITION PLAN L-2.0 LAYOUT & MATERIALS PLAN L-3.0 GRADING & DRAINAGE PLAN L-4.0 UTILITIES PLAN L-5.0 LIGHTING & LANDSCAPE PLAN L-6.1 SITE DETAILS L-6.2 SITE DETAILS L-6.3 SITE DETAILS SITE STATISTICS: TAX PARCEL # PARCEL SIZE: ZONING DISTRICT: 177.-1-66 62.1± ACRES GENERAL INDUSTRIAL DISTRICT (IND-G) AREA / BULK REQUIREMENTS REQUIRED PROPOSED EXISTING MINIMUM LOT SIZE: 40,000 SF 272,250 SF 272,250 SF MINIMUM LOT WIDTH: 200' ±1,734' ±1,734' MAX. BUILDING COVERAGE: 70% 36.7% 36.6% MAX. % IMPERVIOUS SURFACE: 70% 65.3% 64.6% CITY OF SARATOGA SPRINGS ZONING BOARD OF APPEALS CITY" IIALL - 474 BtIoADw.kv SAR-kT0CA SPRW t s, New YoRK 12866 518-587-1550 wR'w.sARATOGA-sPA(NGs.uRG #20250114 IN I HE MATTER OF THE APPEAL OF Regeneron Pharmaceuticals Inc. 1 Global View Troy NY, 12180 Gagge Simpson, Chair Brendan Dailey, Vice Chair Shafer Gaston .Amanda Demma Jonah Cohen Otis Maxwell Chris LaPointe Chris Almlok (Alterwle/ Robert Went fniternatel From the determination of the Building Inspector involving the premises at 56 Duplainville Road in the City of Saratoga Springs, New York being tax parcel number 177-1-06 on the Assessment Map of said City. The applicant having applied for an area variance to permit construction fences with barbed wire and spiked posts in the General Industrial District in the City of Saratoga Springs and public notice having been duly given of a hearing on said application held on March 3 and 24, 2025. In consideration of the balance between benefit to the applicant with detriment to the health, safety and welfare of the community, I move that the following area variances for the following amount of relief: TYPE OF REQUIREMENT DISTRICT REQUIREMENT PROPOSED RELIEF REQUESTF,D CONSTRUCTION OF A FENCE OR WALL PROHIBITED NOT ALLOWANCE OF WITH MATERIALS INCLUDING SPIKED PROHIBITED MATERIALS (100%) POSTS, RAZOR WIRE, OR BARBED WIRE as per the submitted plans or lesser dimensions, be APPROVED for the following reasons: I. The applicant has demonstrated this benefit cannot be achieved by other means feasible to the applicant. The applicant desires to add barbed wire and spiked posts to their fencing to meet certain security requirements by various federal agencies as part of the nature of their business. 2. The applicant has demonstrated that granting this variance will not create an undesirable change in neighborhood character or detriment to nearby properties. Nearby properties have similar security measures in this district. 3. The board notes that the requested variance at one hundred percent is substantial, but this is mitigated by the following considerations: a. There are other similar security features already existent in the General Industrial District. b. The property is not readily accessible by pedestrians. Accidental interaction with the fencing is unlikely 4. This variance will not have a significant adverse physical effect on the neighborhood or district. Permeability and water management are unaffected. 5. The alleged difficulty is considered self-created insofar as the applicant desires to construct fencing Page 1 of 2 with prohibited features that does not already exist, but this is not necessarily fatal to the application. It is so moved, dated March 24, 2025. Passes by the following votes: AYES: 7 (G. Simpson, B. Dailey, J. Cohen, C. LaPointe, S. Gaston., O. Maxwell, A. Demma) This variance shall expire 18 months following the filing date of such decision unless the necessary building permit has been issued and actual construction begun as per the Unified Development Ordinance. 1 hereby certify the above to be a full, true and correct copy of a resolution duty adopted by the Zoning Board of Appeals of the City of Saratoga Springs on the date above mentioned, seven members of the Board being present. } SIGNATURE: 4V 03,128/2025 CHAIR DATE RECEIVED BY ACCOUNTS DEPT. Pakc 2 of 2 Approval Approved under authority of the Chairman of the Planning Board of The City Of Sarato prings P d Use Board Applications, Article 13. Chairperson Date Signed: f, i II ft 1` I' T- INV: 317.11 (48 CMP) \� %1 :'NGRf'SSjEGRE SS EASEMENT' FER L. 1.505 P. 182 R?M; 324.4:i ;'NACC::S:2BLE :IdAt:Y ON)' ..Fnvcr. WAIJ .RIM:.526.64 INV.{A).31-3.64 (36" CPP) tPIV.(B):3i3.94 (.36" CPF,i 'ANDS At7 F PEROXYCHEt'1 LLC TAX ID: 177--1-52.1 RIM. 32& 27 NV(A).318.57 (12" PVC) i;V'1: {B): 3iLs.6T (12" PVC) GR7::323.61 1140 PIPE, i I C,1 R.F. . - GRT..328.92 GRT:: 324.62 ^.'C PIPES VISIBLE ^i s m I ,RlM.328.01 .._. ' I.VV.,/Aj: 320. fit ('72" PVC) ,? il,(19):.32 z'. 71 {12" P;R:'? I \✓:,1 X I:.ANO S 1NIF GRT.324.27 -f KER-11A LISA INA(`,'CFSSIBLf F'ROPE R DENS, LLC INST. NO. 20,21-4014:3 FAX It): i 77 _ 1-62.212 GRAVEL PARIONG LOT >AaYITAF.•Y 5F,-4fR FA,"f:ME PER 1,, 11)86 P. 5L; I 49 1NAfa^.t sva E S WATER MAN ASFMtN PER 1. 086 P. 50 RIM: 328.92--/ tN V,(A 3:22. 42 02" PVC) 1NV.(E): 322. 72 {B" PVC) LANs S ,N/f M't)IV t R tAND 1 '01 DiNC S INS,',. NO. 01'C-000719 7:AX iD: '77-1-571 ,*0ODED ARE _..+ J.zA RIM. 344. 52-'�,`�•• INV (A.): 335.12 :NV(B),337.22 !6" PVC) .•%� �� \. .(`A 1_1 / V .xVI a, 91 L, 200, 0 ajli.=200� (;2' ?NY.(A):379.4,: `12" GPP) !NJ(B): 318.95 '36" CPP) 3I8.95 (36" i P) 1 va)).•324.95 (12" CP,a') 1NV.(A):3;M;,36 (3fi" CPP) 1NV(C):J20,J6 {36" CPP) GENERAL NOTES: 1. UNDERGROUND UTILITIES SHOWN HEREON BASED ON UTILITY EVIDENCE VISIBLE AT GROUND SURFACE AND RECORD DRAWINGS AND ARE SUBJECT TO FIELD VERIFICATION BY EXCAVATION. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES. 2. THE OFFSETS OR DIMENSIONS SHOWN HEREON, FROM THE PROPERTY LINES TO THE STRUCTURES, ARE FOR A SPECIFIC PURPOSE AND USE; THEREFORE, THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENTS. 3. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEY. 4. SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS AND RESTRICTIONS OF RECORD. 5. FIRST AMERICAN TITLE INSUREANCE COMPANY, TITLE NUMBER NCS-1205934-MAD BEARING AN EFFECTIVE DATE OF JANUARY 25, 2024 WAS USED TO PROVIDE I^ RECORD IINFORMDAT1T100NREEGAARDING TITLE FOR THESE PROPERTIES. 6YI�I�FF�(1EFIL'[�41LNlQL%'&1M HEREON ARE PER MAP REFERENCE NO. 3. 100 0 100 200 1. MAP ENTITLED "EXISTING CONDITIONS MAP, DUPLAINVILLE ROAD, FREEDOM WAY, 2 LOT SUBDIVISION OF LOT 38, W.J. GRANDE INDUSTRIAL PARK SUBDIVISION" MADE — BY GIBERT VANGUILDER LAND SURVEYOR, PLLC, DATED JUNE 16, 2015 AND SCALE 1 " — 100' FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. M2015195. Linear unit of measure: US Survey Foot 1 ft = 1200 3937 m) 2. MAP ENTITLED "W.J. GRANDE INDUSTRIAL PARK SUBDIVISION" MADE BY GILBERT VANGUILDER LAND SURVEYOR, PLLC, DATED FEBRUARY 10, 2010 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. 2010178. 3. UNDERGROUND UTILITY LINEWORK SHOWN HEREON IS FROM MAP REFERENCE: "ALTA/AGSM LAND TITLE SURVEY, PROJECT CABERNET PROJECT, B&C PROJECT NO. 201000247, 017. QUAD, 56 DUPLAINVILLE ROAD, SARATOGA SPRINGS, NY P BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB —DIVISION 2, OF THE NEW YORK STATE EDUCATION LA W. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MA CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND 'S ORIGINAL WORK AND OPINION. ;.ANDS N'IF SAF'ATO,SA ECO;NL?MI(, DEVELOPMENT CORP. 3. 1059 P. 55:1: TAX 0: 177 1 , zt N (A..): 319 - P ) ,'; r ' "BARRASS" IN V,32.3. 16 (15" C,".F') R!M.' 325. t C NO PIPES 'r5S1BLEWAL F y} 7. ILT 1 MlXE'L LIT Refs V. _'.ANDS .A',IF M:LNEARY, INC. t INST, NO. 201.3-49718 y"" 1 TAX 0: 177-7--63 a l NO PIPES i4SIBLE / A#IXEC TRFFF ...ANDS NIF McNE-ARY. IIIIC , `:! NO. 20?3 -49719 TAX ID: 177--1--64 AND N /r BALL METAL 6E Vl RAGE. (}PITAi f R CORP. t 74 P P i59 TAX 1.. H 1.._51 VICINITY MAP U.S.G.S. QUALlRMLE MAP LEGEND RIGHT OF WAY LINE PROPERTY LINE EDGE OF PAVEMENT FACE CURB LINE _ BACK GRAVEL DRIVE CHAIN FENCE _._. _..._.__ EASEMENT LINE BUILDING LINE TREELINE SIDEWALK EDGE OF CONCRETE _.� RAILROAD TRACKS VEGETATION LINE PAVEMENT STRIPING __.._.._.......... _._ WALL LINE MISCELLANEOUS UNMARKED MANHOLE SANITARY MANHOLE :; _..... DRAINAGE MANHOLE -75 -..__ .._.-- MAJOR CONTOUR MINOR CONTOUR ------- U/G ELECTRIC LINE -- --- OVERHEAD WIRE WATER MAIN -- -- •--_ ....... TELEPHONE LINE _ .._ UNKNOWN LINE --- - SAN. SEWER LATERAL SAN. SEWER MAIN ' _ .... STORM PIPE a a ROADWAY SIGNS DECIDUOUS TREE 0 BUSH CONIFEROUS TREE TRAFFIC FLOW p MAILBOX x POLE MOUNTED LIGHT STORM DRAIN INLET v FLARE END SECTION W 0 WATER VALVE UTILITY POLE GUY WIRE TRANSFORMER V s ac FIRE DEPT. CONNECTION FIRE HYDRANT CONCRETE MONUMENT CAPPED REBAR/IRON PIPE ABBREVIATIONS GRT = GRATE BOL = BOLLARD R.P.= RECORD PLAN W.V.. =WATER VALVE Colliers Engineering & Design www.colIiersengineering.com Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. other purpose without the express written J: consent of Colliers Engineering & Design. PRQT�GT YOURdSfELF_._.. � wdK-la � I'IC c rrola • OF EXCAVATORS, DESIGNERS, OR ANY 1 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81l.COM Z O H a U V1 w 0 �OOO� �IIIIIINIII 3 Q UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S DRI�t�AL WORK AND OPINION. P X LucasJames Boyer NEW YORK LICENSED LAND SURVEYOR LICENSE NUMBER: 050889 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A. AF 0017608 ALTA/NSPS LAND TITLE SURVEY FOR 56 DUPLAINVILLE ROAD GAX I®E $_,FZ-Alf-GG@k SPRINGS SARATOGA COUNTY NEW YORK ALBANY 18 Corporate Woods Blvd. Suite 400 Albany, NY 12211 Engineering Phone:518.459.3252 & Design 9 CO LLIERS ENGINEERING & DESIGN' ARCHITECTURE LANDSCAPE ARCHITECTURE, SURVEYING CT. P.C. 01 S SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 12/19/24 KRA DAL PROJECT NUMBER: I DRAWING NAME: 24-007514A X-SURV-EDIT SHEET TITLE: BOUNDARY AND TOPOGRAPHIC SURVEY SHEET NUMBER: 1 of 1 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. EXISTING ASPHALT WALK - i A EXISTING EDGE OF PAVEMENT, TYP. SAWCUT ASPHALT REMOVE EXISTING - ASPHALT PAVEMENT )R TO LOCATE 'ION. CUT, CAP N IRRIGATION. SITE PREPARATION NOTES: _. .......... . ---------- . . . ....... CM1 -..... _ • i � `....__.._._....... ...._.._,.._._._�..__.._._. ..� ......,_.................. ._. �.... ."`-..� 'may` �: t ! t -. ., _._..__.___.___._._ The LA GROUP t t _ Landscape Architecture �. Engineering P.C. t ` s ; P P se. Pierce. ( i \ e. p -587-8100 ~ J , 0 Long Alley Saratoga Springs f� 518-587-0180 I�1Y 128 r _....._. ._.. _.__.......J _.__.www.thelagroup.com � -..� ,� \\ ( 66 thela r g oup.com ~~ ~~ ..w___..\ �.. -' - It Unauthorized aeration or addition to this r document is a violation of Section 7209 of the New York State Education Law. ___ r �� , ~\. \ \ ~\ �\ _....__`.__...__.--_ `\. ,� --~ ,,% F ,,l�f he LA Group 2017 I \ - __. �. e- X -�,-_� __._._,_._....__..._._.._-� _ P ,o red fo r�3 Y YJ ,, _ ._.._._ - , r \, ~ _........... Y_ - �.- _ Regeneron Pharmaceuticals, Inc. ~ _ - .._. Troy, NY 12180 e c REMOVE EXISTING VEGETATION i 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. REMOVE EXISTING VEGETATION NECESSARY FOR FENCE INSTALLATION PROTECTION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. 4. 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. REMOVE EXISTING ASPHALT PAVEMENT t 1 i LIGHT POLES TO BE RELOCATED, TYP. STABILIZED 1 CONSTRUCTION ENTRANCE REMOVE EXISTING VEGETATION NECESSARY FOR FENCE INSTALLATION 20 10 0 5 10 15 20 Scale: 1" = 20' 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 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. l 0 6 CONCRETE WASHOUT -------- - -- EXISTING EDGE OF PAVEMENT, TYP. INLET PROTECTION, TYP. L-6.1 SAWCUT ASPHALT EXISTING SIGN — TO REMAIN AND BE PROTECTED I f � LEGEND PROPERTY LINE REMOVE ITEM REMOVE ASPHALT REMOVE VEGETATION STABILIZED CONSTRUCTION ENTRANCE —�—�— SAWCUT INLET PROTECTION Approval Approved under authority of the Chairman of the Planning Board of The City Of Sar Sprin er nd Use Board Applications, Article 13. Chairperson Date Signed: 2 Project Title, Regeneron Guard House 56 Duplainville Rd. Saratoga Springs, NY 12866 OV S B. 6 �. O n I ur gs�oo 0 P SSiO��`�� Project No.: 2024092 Design: CMI Drawn: 1TM Ch'k'd: CMI Date: 6/9/2025 Scale: 1"=20' Rev: Description: Date- 1 1 Plan Revisions 7/8/2025 Drawing Title SITE PREP & DEMOLITION PLAN Drawing No. L-1.0 \ r� t=�f f GRADING NOTES: V 335.75 oc -�\ TCt, 35.68 cr�� F� BC: 3 a8 TC/13C:335.36 333 _-_ BC:335.45 BC:335.10 336 TC: 33 . 4 BC: 335.84 0 335.50 �`S / F-CE TC/B 5.36 TC:335.68 13C:335.1 8(�_ 335 334 _ 333 a \ ` T :335.11 BC:334.61 TC:3 5.11 / 334 BC:334.61 DRYWELL 'DW-2' ` ........r RIM:328.0 (�Ly-§6.3 TC/BC:334.36 INFILTRATION BASIN 332 VAN BC:334 �a \° 333 332 tl \n4T :333. "�. BC:332.10 ----------- 33 =33 327 33p 329 331 DRYWELL 'DW-l' L--6.3 RIM: 328.0 TC:3 3.65 BC:333.15 TC:333.35 BC:332.85 331 TC:333.35 BC:332.85 CB-1(E6 \ RIM: 332.20 INV. OUT: 329.70 333 0 12" HDPE PIPE - 330 329 \328 OVERFLOW WEIR L-6.3 ELEV:329.0 c.nio I nvU oMOC nvrumivw i iviv utKivtu r,KUM A SURVEY DATED 12/19/2024 BY COLLIERS ENGINEERING & DESIGN. 9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH 16. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND FACE OF CURB, BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SURVEYOR. 10. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT 17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL BE DISTURBED BY CONSTRUCTION. 11. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE 18. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY 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 STOCKPILED FOR RE -USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. 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 REPRESENTATIVE PRIOR TO CONTINUING WORK. 12. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE, 5. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS 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 TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING AND DETAILS. 19. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE WORK. UNLESS OTHERWISE NOTED. 6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE 13. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 20. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/ SLOPES NO WITH ADA GUIDELINES. STEEPER THAN 1 FOOT (VERTICAL) ON 2 FOOT (HORIZONTAL). 7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF 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. CURB UNLESS SHOWN OTHERWISE. 8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE 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 OF THE EXISTING PAVING. CONDITION UNTIL COMPLETION OF BACKFILLING. SEDIMENT FOREBAY 32_70 � 32.20 BC:332.20 r ,F ` f �e. 3 �- 3g2 l.` C1 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 fora Regeneron Pharmaceuticals, Inc. 1 Global View Troy, NY 12180 ' Project Title Regeneron Guard House >� I 6 CB-2 L-6.2 RIM: 332.20 f 56 Duplainville Rd. �, INV. IN: 329.50 ,, f Saratoga Springs, NY 12866 INV. OUT: 329.40 D63 L-FLARED END SECTION WITH of: ��� RIPRAP OUTLET APRON �(� 1' INV. OUT: 329.20 ; (.-.....,.,,. 4 ��P ��,S B. ,4,,C ,Q 4 �i ¢ ' TEST PIT INFORMATION Test pits witnessed by Doug Heller and Cameron Alber on June 5, 2025 TEST PIT 1 (TP-1) 0" to 12", Topsoil/Forest Floor 12" to 31", 10 YR 6/6, Fine Sand 31" to 96", 10 YR 6/4, Fine to Coarse Sand Sparce roots to 24" depth Falling Head Infiltration Test at 67" >120 in/hr >120 in/hr >120 in/hr TEST PIT 2 (TP-2) 0" to 12", Topsoil/Forest Floor 12" to 34", 10 YR 6/6, Fine Sand 34" to 96", 10 YR 4/6, Fine to Coarse Sand Sparce roots to 24" depth Falling Head Infiltration Test at 56" >120 in/hr >120 in/hr >120 in/hr 20 10 0 5 10 15 20 Scale: 1" = 20' LEGEND PROPERTY LINE 850 PROPOSED MAJOR CONTOUR 852 PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR ....___.._................_.........._............................ EXISTING MINOR CONTOUR STABILIZED OVERFLOW WEIR I®' PROPOSED CATCH BASIN 333.90 PROPOSED SPOT ELEVATION Approval Approved under authority of the Chairman of the Planning Board of The City Of Sarak2a Sprin er and Use Board Applications, Article 13. Chairperson 41 Date Signed: Z / 1 ZU Z� Project No.: 2024092 Design: CMI Drawn: JTM Ch'k'd: CMI Date: 6/9/2025 Scale: 1"= 20' Rev: Description: Date: Drawing Title GRADING & DRAINAGE PLAN Drawing No. L- 3.0 t X X X X X �JC�--X X X X X X-X r i \ 1 \ i r� L ! ty \ E r. ._...__.._ �... C? ...._....._ 111 � i f ............. _. 1RECTIONAL DRILL _ t `,,,. CURB STOP N"': t j j j - L�� CONNECT T \ „$ NEW WATER \ SERVICE FR M 1 BUILDING ti 3r „ 1 sue, ! '--fit 1 i ` ; , rtt! f-_ 2 , tl. l .........._. _ _ __ _........ ........._......._..._ " _ _. X x k X`' \: X—..- j("'"_..._" `X i� iz..,—�cr__.--""""....�\X _..._..__....._.. �%'.'_"."J�=....�"— i� X X X X X X X _ sY:_._..._-.. \ .__ ......._..._- �....�. -- : { f _... ......._.... r } _ ! t \ } _ i t __ _. 1 I Y- r \ i _.....,._ _------- _ _ \ 4 r 0 _.. \ _ \ i \ , i 3 _ i JIL IL..ti N 1 �= \ G N, 3 \ • ,, \ � 1 RESTORE PAVERS AND LANDSCAPING DISTURBED DURING CONSTRUCTION UTILITY NOTES i� 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. , , HDPE \ WATERLINE PROPOSED _ UNDERGROUND EAU --�- r.\ r � ELECTRIC, SE,� %r ..r MEP PLANS I I FAA FM L— r,.,. E/U E/U /X`� -� 2� \ 1.5" PE IPS \� PUMP ST TION\T `�CCEPT NEW\FO IE IN N AND INSTALL 9& BE D TO DIREGTFLOV/' CT WELL\ .�\ _....W - DR-11 `-r r`~ ___...._._,F\"t SANITARY ' ,I -_.. ..... \ FORQEMAIN E-ONE DUPLEX-i BINDER PUMP STATION, MODEL WH.-472 4" SDR-24/ RIM:335.50 SEWER, -f r_.) " LATERAL \ INV. IN:332.55 `__; INV. OUT:332:64' ") 10 0 / i { DG)�2:75 tom,? i I � t i r� The LAGROUP / Landscape Architecture & Engineering P.0 t % People. Purpose. PCace. f` 40 Long Alley p: 518-587-8100 1 Y1._ f F... - Saratoga Springs f 518 587 0180 NY 12 866 www.thela rou .coin 9 P — X X X X X X`. Unauthorized alteration or addition to this ~-------- document is a violation of Section 7209 of the New York State t Education Law. .,-_ _ �;�`•. __ _ � ©the LA Group 2017 �_. \ Prepared for Re eneron : r + ' ' Pharmaceuticals Inc. r.._ ..._._. r. a 1 Global View \ -- - Try NY 12180 -' a a i., , t' Project Tit/e. ,•;i Regeneron Guard ... House i x 56 Duplainville Rd. "X ;>\ Saratoga Springs, NY 12866 x EF �W r �A r..__....... --- . _. _- -... - F ri LU AU �_.._. " r -r vv v09139 O \ R�FESS10 40 0 10 20 30 40 Scale: 1" - 40' Project No.: 2024092 Design: CMI Drawn: DBH Ch'k'd: CMI LEGEND Date: 6/9/2025 Scale: 1"=40' PROPERTY LINE Rev: Description: Date: 1 Plan Revision 7/8/2025 FM PROPOSED SANITARY FORCEMAIN w PROPOSED WATER SERVICE E/u PROPOSED UNDERGROUND UTILITY Drawing Title UTILITIES PLAN Approval Approved under authority of the C. airman of the Planning Board of The City Of Sara Sprin er L d Use Board Applications, Article 13. Chairperson Date Signed: 2 I I ZS Z0 z� Drawing No, L-4.0 N mo -0- DECIDUOUS TREE, TYP. L-6.2 GRASS SEED, TYP. PLANTING NOTES: RELOCATED LIGHT POLE, TYP. WOODED AREA WOODED AREA rl i' E �v \ 3 i \ Q QP EXISTING LIGHT POLE, TYP. 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE 8. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND 16. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBS REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. COMPLETION, AND UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCE INCLUDES INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. PRUNING, WEEDING, WATERING, FERTILIZATION, AND RE -SEEDING AS NECESSARY. "AMERICAN STANDARD FOR NURSERY STOCK." ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 9. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND 17. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE 2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND PERIODS, TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE 10. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF 18. UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN WRITING HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP -TO -TIP. PLANTING. THAT THE LANDSCAPE ARCHITECT FORMALLY INSPECT THE PLANTING WORK. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF 11. INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION. PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR'FULL', OR'HEAVY' WITHIN THEIR TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMED TO 19. FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED. 12. CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH CONTRACTOR, THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THE MAINTENANCE PERIOD PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. SPECIFIED IN THIS SECTION. 4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE 22, GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. 23. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST, 24, GRASS SEED: FRESH, CLEAN, DRY, NEW -CROP SEED COMPLYING WITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: PROPORTION GERMINATION PURITY COMMON NAME BY WEIGHT MINIMUM MINIMUM NOTED ON PLANT LIST. 13. ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL 20. ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: CREEPING RED FESCUE 50% 85% 95% BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND 20.1. PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, PESTS, OR CHEWINGS FESCUE 5. TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1ST SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER AND DISEASE; STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE A MINIMUM OF 75 KENTUCKY BLUEGRASS 25% 85% 90% KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR. PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S) WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO SIGNS OF PERENNIAL RYE 25% 90% 90% 6. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO 14. PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. ALL UNEVEN SETTLING OR LEANING. COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE ARCHITECT / OWNER'S 20.2. LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, REPRESENTATIVE. SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND PLANT LIST 7. IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS BARE SPOTS NOT EXCEEDING 5"X5" NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON -AVAILABILITY TO LANDSCAPE 15. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN ARCHITECT ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 21. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. SYM. QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES QP 1 8 Quercus palustris Pin Oak 2" cal. B&B 20 10 0 5 10 15 20 Scale: 1" = 20' C� LEGEND PROPERTY LINE DECORATIVE FENCE LINE CENTERLINE PROPOSED TREE GRASS SEED Approval Approved under authority of the airman of the Planning Board of The City Of Saral%Sprin= er L nd Use Board Applications, Article 13. Mr V Chairperson Date Signed: LOM 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 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 Regeneron Pharmaceuticals, Inc. 1 Global View Troy, NY 12180 Project Title Regeneron Guard House 56 Duplainville Rd. Saratoga Springs, NY 12866 Of N1=,?aJY NS B. ,y O €� 0,13 ROPESSI SNP Project No.: 2024092 Design: CMI Drawn: JTM Ch'k'd: CMI Date: 6/9/2025 Scale: 1"= 20' Rev: Description: Date: 1 Plan Revision 7/8/2025 Drawing Title LIGHTING & LANDSCAPE PLAN Drawing No. L- 5.0 CONSTRUCTION SPECIFICATIONS EDGE OF EXISTING ROADWAY 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 ( ) U NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS a OCCURS. GEOTEXTILE WILL BE PLACED OVER THE ENTIRE .._ r AREA PRIOR TO PLACING OF STONE. 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD <s 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. 50'-0" 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATEF AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN OVER GEOTEXTILE (MIRAFI 600X) APPROVED SEDIMENT TRAPPING DEVICE. 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. STABILIZED CONSTRUCTION ENTRANCE Scale: NTS 10' MAX.g- TO 36" MIN. FENCE POST 36" MIN., 2" HARDWOOD FENCE POSTS, ------------- DRIVEN MIN. 16" INTO GROUND W FILTER FABRIC 0 q� Lu "' . z - = C) cio o m Q 0 - 0 N 0 J <:: J J Z FLOW - W m ........... W Ci9 - ::::::::.....................:::.::... .......... .. .... ............... � m z g .......:.: .:..:., . :.,. :.. ..:. :..... .:.::::::.:. N e EMBED FILTER CLOTH MIN. 6" INTO GROUND PERSPECTIVE FILTER FABRIC; FASTENED SECURELY VIEW 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. 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. TEMPORARY STOCKPILE Scale: NTS CONCRETE 6' (ADJACENT SIDEWALK) CURB 1' 3' (ADJACENT LAWN) ADJACENT SIDEWALK, 1:12 MAX hk d d 3/8" EXPANSION JOINT ADJACENT FINISH GRADE AT BOTTOM OF CURB TRANSITION CURB SCALE: NTS COE N Z ," a`rn° T NOTE: 1. SILT SACK SHALL BE MAINTAINED & REMOVED ONLY AFTER .::, .:. .:::::... O. P L '- ' ° ACCEPTANCE OF ROADWAY. SILT SACK SHALL BE CLEANED PERIODICALLY TO KEEP CATCHBASIN WORKING PROPERLY �A WHILE IN PLACE AT REMOVAL 0F SILTSACK ALL CATBASINS SHALL BE CLEANED OF DEBRIS AND SEDIMENT. 2. GRATE SILT SACK SHALL ONLY BE USED FOR IN -PAVEMENT STRUCTURES ONLY DURING AND AFTER INSTALLATION OF PAVEMENT. gED1MEN� NOFF USE SILT SACK UNDER GRATE TO `POEt.IRU CONTROL SEDIMENT RUNOFF. SACK SHALL BE MAINTAINED AND CLEANED ON A REGULAR BASIS (SEE NOTE) INLET PROTECTION - PAVED AREAS Scale: NTS CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) FACHOUTNRETE STRAW BALE 10 MIL PLASTIC LINING WOOD OR METAL STAKES Z (2 PER BALE) N 10 MIL PLASTIC LINING STRAWBALES STAKED INTO GROUND NOTE. 1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT. CONCRETE WASHOUT Scale: NTS CONCRETE JOINTS Scale: NTS EXPANSION JOINT SCORE JOINT 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ��ir.iT nrn� nrn nnrnm�n n-n��in 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, PROVIDE CLEAN SQUARE 1/2" RADIUS CORNER WHERE BITUMINOUS WALK ABUTS CURB 6" FINISH GRADE - FINISH GRADE; BITUMINOUS _\ OR LAWN, SEE PLANS' 4,000 PSI \ U CAST -IN -PLACE C° t ` CONCRETE CURB a \ a - _ GRANULAR ., SUBBASE 6" 6" 6" FLUSH CURB IN PAVING 6" FLUSH CONCRETE CURB Scale: NTS EXPANSION JOINT CONCRETE SIDEWALK, SEE DETAIL a U CONCRETE CURB AT SIDEWALK Scale: NTS PAVEMENT CAST -IN -PLACE CONCRETE CURB, SEE CONCRETE SPECIFICATION GRANULAR SUBBASE 1. 2. BROOM FINISH PERPENDICULAR 3• TO WALK 5" CONCRETE 6 X 6 NO s WOVEN WIRE f MESH EXCEPT A.O.B.E. ¢.--6" GRANULAR SUBBASE COURSE 7",*,\- 4. GEOTEXTILE FABRIC 5. 6. SIDEWALK CITY OF SARATOGA SPRINGS CONSTRUCTION SPECIFICATIONS THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE PLANNING BOARD. ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY VARY DUE TO VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE CITY ENGINEER. IF'APPROVED EQ UAL' MIXES ARE BEING PROPOSED PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR 'APPROVED EQUAL' MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE (3) PREVIOUS JOBS. WHEN AIR TEMPERATURES ARE 50 DEGREES FAHRENHEIT OR BELOW, A NON -CHLORINE ACCELERATOR IS REQUIRED PER A.C.UI. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FAHRENHEIT OR ABOVE, AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.I. 305R-99. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS AND SHALL CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501 2 FOR CLASS "A" MIX (OR APPROVED EQUAL). NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO, UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR OT THE ADDITION OF A SUPERPLASTICIZER IS APPROX. 2-3 INCHES. ALL SIDEWALKS CONSTRUCTED FROM NOV. 1-APR. 30 SHALL BE TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEMS 717-03 TO PROTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION. ALL SLIP FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J CONCRETE MIXTURE (OR APPROVED EQUAL). ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL BY THE CITY ENGINEER. NOTES: EXPANSION JOINT SPACING 20'-25' O.C. CONTROL JOINT SPACING - 5O.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 CONCRETE PAVING Scale: NTS TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION --- -- TACK COAT - NYSDOT ITEM CO 407-0102 DILUTED ., W`r BINDER COURSE - NYSDOT ITEM ' �V�� 402.198902 - 19F9 H.M.A., 80 Wo m LU SERIES COMPACTION W \ f\\ \ \\ COMPACTED GRAVEL - \,,;� NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% VA VAS Vx� STANDARD PROCTOR GEOTEXTILE FABRIC, MIRAFI 50OX SUBGRADE OR STRUCTURAL FILL COMPACTED TO 95% MODIFIED PROCTOR ASPHALT PAVEMENT Scale: NTS TOP COURSE BINDER COURSE PAVEMENT KEY SCALE: NTS PROPOSED PAVING EXISTING PAVING TO REMAIN ADA COMPLIANT TACTILE STRIP. 2' WIDTH FROM BOTTOM OF RAMP, STRIP SHALL BE SET/INLAID IN CONCRETE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2% MAX SLOPE IN ANY DIRECTION TYPICAL TRANSITION 1/4" MAX. REVEAL TOP BINDER GRAVEL COURSE COURSE COURSE 1 1 /2" 3" 12" CONCRETE RAMP 8% MAX. TYPICAL TRANSITION ' CURB LENGTH AS REQ. ' FLUSH CURB CURB LENGTH AS REQ. DROP CURB Scale: NTS Approval Approved under authority of the Chairman of the Planning Board of The City Of Sar a Springs and Use Board Applications, Article 13. Chairperson w Date Signed: TheLA Landscape Architecture & Engineering P.C. People. Purpose. Piace. 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, Regeneron Pharmaceuticals, Inc. 1 Global View Troy, NY 12180 Project Title: Regeneron Guard House 56 Duplainville Rd. Saratoga Springs, NY 12866 Project No.: 2024092 Design: MCB Drawn: 1TM Ch'k'd: DBH Date: 6/9/2025 Scale: NTS Rev: Description: Date: Drawing Title SITE DETAILS Drawing No, L-6.1 a DOME ADA TURNSTILE GATE Scale: NTS DETAIL 1 A @° @ 0 o @ @ @ 0 0 0 @ @ 0 0 B O@@@ 0 0 0 B q 0° @° @° °0 0° 0 @ 0 °O 0 A PLAN -TILE 1 _ 1 co M 10/16" 0 HOLE THROUGH EMBEDMENT FLANGES (2 PER FLANGE) SECTION A -A DOME INTERNAL EMBEDMENT FLANGE AT 3" C/C SECTION B-B 10/16" OHOLE THROUGH EMBEDMENT FLANGES (2 PER FLANGE) .- 0NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. FOR CUSTOM SIZING CONTACT MANUFACTURER. 4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT WWW.CAD DETAILS.COM/INFO/REFRENCE NUMBER 681-001A. ` a` ENGINEERED PLASTICS, INC. 1 (800) 682-2525 ` 300 INTERNATIONAL DR., SUITE 100 PHONE (716) 626-3626 WILLIAMSVILLE, NY FAX: 1 (800) 769-4463 DETAIL 1 USA, 14221 www.armor-tile.com Tactile Systems DETECTABLE WARNING STRIP Scale: NTS PEDESTRIAN CROSSWALK Scale: NITS CROSSWALK -0 MEET DRIVE :DGE AT FLUSH ;URB. ' # x 2 3, 2.5" x . 075.E POST 1.00" PIS. All posts ry 12"x48r# Cf,--., toot1n gS COMMERCIAL GRADE 6' HIGH BLACK DECORATIVE FENCE DETAIL N.T.S. DECORATIVE FENCE SCALE: NTS NOTES 1. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1 P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE AND GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY INTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 118 INCH THICKNESS, AND LOCK WASHERS. Z 17" DIA. BASE, 12"DIA BOLT q CIRCLE, DIAMOND PATTERN, FOUR -1" x 18" ANCHOR BOLTS LIGHT Scale: NITS i 20" CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE 4ARC22T5-MDL03 LED: 64 WATT 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER ACRYLIC ACORN LENS 5T TWIST LOCK FITTER DRIVER COMPARTMENT ELECTRONIC PHOTOCELL (STREET SIDE) 4" - 3" DIA. TAPERED POLE, .125 WALL THICKNESS, 6063-T6 STRUCTURAL GRADE ALUMINUM POLE WELDED FOR SINGLE UNIT CONSTRUCTION BLACK FINISH ACCESS DOOR C4" OG NUMBER: 0S RLE D-5T-4AR22T5- -A-P E C/4214T4/B K . BASE WITH 0.750" FLOOR THICKNESS, ANCHOR BOLTS AND ONE GROUND STUD. MFER e--FINISHED GRADE ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION PVC SCHEDULE 40 NO DIRECT BURIAL GROUND ROD PER N.E.C. 4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FROM 20" DIA. UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD PROCTOR w 6 Z ry � � tS c;> CATCH BASIN 3,6\ N CATCH BASIN Scale: NTS v u HEAVY DUTY FRAME AND GRATE; 1?1 CAMPBELL NO. 2816B WITH GRATE OPTION OR APPROVED EQUAL ALLOW 2" FOR FINAL C� —KNOCKOUT PANEL EACH SIDE A' ADJUSTMENT OF FRAME FRAME TO BE MORTARED TO TOP OF CATCH BASIN WITH NON -SHRINK GROUT. ALLOW 2" FOR FINAL ADJUSTMENT OF FRAME. 2'-6" MIN. I.D."` STORM SEWER PIPE TO BE MORTARED IN PLACE WITH NON -SHRINK GROUT �12" TYPE 2 CRUSHED STONE ON UNDISTURBED SUBGRADE I ,z SECTION NOTES: 1. CONCRETE - 4000 PSI @ 28 DAYS MIN. 2. MIN. REINFORCMENT: 6X6 - 10/10 WWM, ALL FOUR SIDES AND BOTTOM (CONFORM TO ASTM STD. A-615) 3. ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20. 10 6-7" 3'-4" ------------- 1, 3„ PAVEMENT MARKINGS SCALE: NTS DECIDUOUS TREE SCALE: NTS NOTES: -TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. -THIN BRANCHES & FOLIAGE AS DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER. -TREE SHALL BE PLUMB & STRAIGHT. STAKE AND GUY TREE -CONTRACTOR SHALL PROVIDE METHOD AND MANUFACTURER SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL AWAY FROM TRUNK. 3" HT. PLANTING MIX SAUCER AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE Approval Approved under authority of the Chairman of the Planning Board of The City Of Saratoga Springs Per Land Use Board Applications, Article 13. Chairperson 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.corn 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.' Regeneron Pharmaceuticals, Inc. 1 Global View Troy, NY 12180 Project Title: Regeneron Guard House 56 Duplainville Rd. Saratoga Springs, NY 12866 Project No.: 2024092 Design: MCB Drawn: JTM Ch'k'd: DBH Date: 6/9/2025 Scale: NTS Rev: Description: Date: 1 Plan Revision 7/8/2025 Drawing Title SITE DETAILS Drawing No. L-6.2 a0' 6E �0 M M N Z 0 FL cn v Date Signed: � 2 � ZT I; a' N moo � a v Q N a N v Z N W N N LU O zi a` U 'r U DOT ITEM 620.03 STONE FILL (LIGHT), OR AS SPECIFIED CORRUGATED HDPE STORM SEWER PIPE; REFER TO PLANS FOR SIZE AND LENGTH FLARED END SECTION EXTEND RIP RAP 12" MIN. ABOVE FLARED END. „L„ FLARED END SECTION Scale: NTS Z 2 Cn IIIIIIIAM SECTION VIEW PROPOSED FINISHED GRADE- SEE PLANS HDPE FLARED END SECTION WITH CORRUGATION COUPLING MATCHING CONDUIT CORRUGATIONS & HAVING ANCHOR TOE PIECE. INSTALL AT ALL PIPE ENDS. GEOTEXTILE SEPARATION FABRIC UNDER FLARED END SECTION & RIPRAP * WHEN OUTLET IS TO SWALE, EXTEND STONE STONE APRON WIDTH & LENGTH TABLE 12" T-0" 1 6-0" 24" 9'-01, '-0" FILL UP SIDE SLOPE A MINIMUM OF z THE SWALE DEPTH 24" MIN. + —TURF REMOVAL/ RESTORATION. SEE NOTE #2 \\ \ / \ METALLIC FOIL �IZ Z m � NOTES: 1. THE EXCAVATED TRENCH MATERIAL SHALL BE DEPOSITED AT THE SIDES OF THE TRENCHES AND USED FOR BACKFILL UNLESS DECLARED TO BE UNSUITABLE BY THE ENGINEER. BACKFILLING IN THE TRENCHES IN WHICH PIPE HAS BEEN LAID SHALL BE DEVOID OF STONES LARGER THAN 3" FOR AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPES. UNSUITABLE EXCAVATED MATERIAL SUCH AS PEAT, MUCK, ROCK, ETC. SHALL BE REMOVED FROM THE SITE AND REPLACED WITH MATERIAL ACCEPTABLE TO THE ENGINEER. 2. THE EXISTING TOPSOIL SHALL BE CAREFULLY REMOVED AND CAST ASIDE IN SEPARATE PILES TO BE USED FOR TURF RESTORATION. WATER/FORCEMAIN TRENCH Scale: NTS INSIDE FACE OF MANHOLE -- MORTAR AFTER INSTALLATION OF HOLDING BOOT ALUMINUM ALLOY KORBAN 2" PROJECTION INTO M.H. AT PIPE SPRINGLINE FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED HOLE STAINLESS STEEL BAND CLAMP Z_ 0 FINISHED GRAD * SEE NOTE FULL LENGTH OF PIPE CENTERED ON SEWER LINE WATER LINE SANITARY SEWER (GRAVITY OR FORCEMAIN OR STORM SEWER * SEE NOTE NOTES: (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS 2012 EDITION "TEN STATE STANDARDS") 1. WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. 2, PARALLEL INSTALLATION 2.1. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY OR STORM SEWER, SEPTIC TANK, OR SUBSOIL TREATMENT SYSTEM. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. 2.2. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, REVIEWING AUTHORITY MAY ALLOW DEVIATION ON A CASE -BY -CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. 3. CROSSINGS 3.1. WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER WITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE THE SEWER. 3.2. AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. UTILITY CROSSING DETAIL Scale: NTS BOTTOM 20' $ TOP OF POND El EV SEE PLANS SEE PLANS 77> . 3' PERMANENT EROSION �� �_� XISTING CONTROL FABRIC'. TOP OF BERN TOP OF WEIR 0 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Pace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 FINISHED GRADE FRAME AND GRATE 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. ' } 24" DIA.' fl PRECAST CONCRETE RISER RING SET IN NON SHRINK GROUT. © the LA Group 2017 MIRAFI 160N GEOTEXTILE } Prepared fora SEPARATION FABRIC i D' CRUSHED STONE NYSDOT TABLE SIDES AND TOP ONLY 703-4 SIZE 3 :t, 4'0.. Regeneron 4 Pharmaceuticals Inc. PRECAST CONCRETE DRY WELL p , r} a 1 Global View Troy, NY 12180 a PRECAST CONCRETE DRYWELL D D.�. FOOTING 12" MIN. _-_ ------ ...__--------- ------- h :.... 01 y Y` , i t✓` DRYWELL Scale: NTS Protect Title: Regeneron Guard House 56 Duplainville Rd. Saratoga Springs, NY 12866 PERMANENT EROSION NOTES CONTROL FABRIC, NYSDOT CLASS III, TYPE A 1. ROLL EROSION CONTROL FABRIC IN DIRECTION OF WATER FLOW. ALL FABRIC SHALL BE pF N}r SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES IN APPROPRIATE LOCATIONS. (STAPLE PATTERN E) Gj� * ! c9 2. PLACE CONSECUTIVE RECP'S END -OVER -END (SHINGLE STYLE) WITH A 4%6" OVERLAP. USE A - Q E.! j DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SECURE RECP. m ; 3. ADJACENT RECP SHALL BE OVERLAPPED 2%5" AND STAPLED. �OFES S1Otar, STABILIZED OVERFLOW WEIR Scale: NTS FORM NEW CEMENT INVERT FROM NEW PIPE TO EXISTING M.H. INVERT. INVERT TOP OF BASE SLAB C,,, z �Z T-0" MAX. PRECAST CONCRETE BASE SECTION � LL CONNECTION TO EXISTING MANHOLE DETAIL Scale: NTS Approval Approved under authority of the Chairman of the Planning Board of The City Of Saratoga Sprin er Land Use Board Applications, Article 13. Chairperson Date Signed: 1 2 ' Z� Project No.. 2024092 Design: MCB Drawn: JTM Ch'k'd: DBH Date: 6/9/2025 Scale: NTS Rev: Description: Date: 1 1 Plan Revision 7/8/2025 Drawing Title SITE DETAILS Drawing No. L-63