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HomeMy WebLinkAbout20210198 ArgroChem Site Plan Plans'J iN'-IA� NO ICJ . 1. HL WORK SHALL BE DONE I Ti` Cd'riPLIANCE WITH ALL S ALL DISTURBED, SU FACED SHAL _ RIVE APPLICABLE NATIONAL, STATE, I:D LOCAL CODES; STANDARD FERTILIZER, TOPSOTI ,-, SEED, AN' STRAW MULCH. EXCEPT DIt ANCES; RULES AND REGaLATI(.=5. AS OTHERWISE NOTED . 2. EXISTING UTILITIES AND STRUCTURES SHOWN HEREIN WERE v. THE CONTRACTOR SHALL: u �/ ( �} n qq F VUI/Y11tlLU FROM _..E AYAILItL)LL IIEtsV�R,_ nRvY1N1TVV.J. H� LOCATION OF ALL UNDERGROUND UTILITIES ARE 9.1. VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO APPROXIMATE, THEIR ACTUAL LOCATION SHALL BE VERIFIED COMMENCEMENT OF WORK AND NOTIFY THE BY THE CONTRACTOR. THE CONTRACTOR SHALL CONTACT DIG ARCHifECT/ENGINEER OF ANY DISCREPANCIES. SAFcLY NEW YORK WFPO) AND ALL MUNICIPAL AGENCIES 9.2. EXAMI"d THE SITE AND I"dCLUDE IN THEIR WORK THE HAVING JURISDICTION SEVENTY-TWO (72) HOURS PRIOR TO EFFECT 1F ALL EXISTING CONDITIONS ON THEIR WORK. ANY EXCAVATING OR CONSTRUCTION. 11-800-962-7962 OR 9•3. PROVIDE AND INSTALL ALL MATERIALS, AND PERFORM 811t. ALL WORK, IN ACCORDANCE WITH RECOGNIZED GOOD STANDARD PRACTICES. 3. CONSTRUCTION OF ALL PROPOSED UTILITIES SHALL BEGIN AT 9.4. HOLD THE OWNER HARMLESS AGAINST ANY AND ALL THEIR POINT OF CONNECTION TO THE EXISTING UTILITY OR CLAIMS ARISING FROM WORK DONE BY THE CONTRACTOR AT THE LOWEST POINT IN THE SYSTEM. RIMS, GRATES; ON THE SITE. INVERTS, CLEARANCES, AND LOCATION AT CROSSINGS SHALL BE VERIFIED PRIOR TO THE BEGINNING F CONST CTTON. IILEAST 10. ALL BACKFILL !j`-F `� TRENCHES 1VfTl4HTN ROADW-` ACCESS THE •r" GINEER MUST BE NC}' _ -rF AT TWENTY FOuR DRIVE_AND PARKING - 5 SHALL B= PACED ltv A -yMUM (24) HOURS TNI ADVANCE OF WNY INSTALLATION TO BE ABLE SIX 6)IN-CI-12 LIFTS AND :?=ACTED »Y MEANS - A TO PROVIDE OBSERVATION AS REQUIRED, THE CONTR.A_-TOR MECHANICAL -.. ..ACTOR BETWEE` IFTS, UNLESS OTHERWISE SHALL KEEP A COMPLETE ANID DETAILED RECORD OF ALL NOTED N D E R G ROJUND G, I CITIES I; FO3 AND ENCOUNT FRED SO THE ENGINEER IS ABLE TO USE EZ RECORDS FOR THE 11 WHEN BA=KFT!.LTNG AROUND PROPOSED OR EX ING R. �_d DRAWINGS LrsUIRED BY T c PA:ATION OF RE _NGS AS x STRUCTURES, 'CTURES, MAT=RIA-L SHALL B PLACED It AAXIMUM -TI LOCAL MUNICIPALITY. (6 1viH LIFTS AND COM1!1 CTED BY MEANS OF A MECHANICAL COMPACTOR BETWEEN LIFTS, 4. WHEN CROSSING EXISTING U Ti TIES WITH PROPOSED UTILITIES CONTRACTOR SHA�� `_ INATE SICH CROSSINGS 12. CONTRACT'; ALL ADJUS 'TI;P Or !E ELEVATIONS WITH THE RESPECTIVE MUNICIPAL AGENCIES ,AiNU UTILITY TO PROPOSED FINISHED GPA_._S- FOR ALL La-!LITIES LOCATED COMPANIES HAVING JURISDICTION OVER THE EXISTING y+IT"IN LIMITS OF PROPOSED WORK. - UTILITIES. 13. NO SUMP PUMP, CELI AR, OR FOOYf!G DRAINS SHALL BE 5, ALL PROP°O ED UTILITIES AND APPURTENANCES SHALL BE CONNECTED, TEMPORARILY OR PERMANENTLY, TO ANY CONSTRUCTED IN COMPLIANCE WITH THE LOCAL SANITARY SEWER. MUNICIPALITY'S CODES AND REGULATIONS GOVERNING THE I":STALLATiON OF SUCH UTILITIES. 14. SEWER/WATIFR CROSSINGS. UNLESS OTHERWISE NOTED ON THE PLANS, SEWERS SHALL BE LAID AT LEAST TEN FEET 6. THE ENGINEER RESERVES THE RIGHT TO EXAMINE ANY WORK HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER DONE ON THIS PROJECT AT ANY TIME Td DETERMINE THE MAIN. VERTICAL SEJ RATION BALL BE MAINTAINED 10 CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT PROVIDE A MINIMUM OF EIGHTEEN INCHES (18") BETWEEN DOCUMENTS, AS INTENDED AND INTERPRETED BY THE THE SEWER AND WATER MAIN CROSSINGS. 'ENGINEER. ns T C F WATERS . FROM _ CONTRACTOR PROTE __ SURFACE SATE 7. T n«, �I4 =_=ANEOUS `vJO.R.K PECiFIC�- ' }" SHOWN ''�',E =_ -x1 .� T t i N Ru--c<E ���TATION �_.J.� CONS .,.. WITH APPROPRIATE y ,- S C,U aBLOCKING,MEASURES v ..,,,A ? DRAWING AS P,;,C ING, IE-___'ING, B_ ._T LIMITED TO, _TING TRIt`'ty'I Tay ETC., SHALL L ?FORMED A.- REQUIRED° T TOPSOIL, SEED, AND STRAWL H TO I TUBBED H - � AND MAKE THE 'CORK COMPLETE AND FUNCTIONAL. INSTALLING SILT FE°NCING AROUty_ .�CiRK. ABBRE IATION 4 CENTERLINE K.O. KNOCK -OUT 0 DIAMETER L.F. NEAR FEET LT. `G T A.C.I. -NCRETE INST A.S.T.M A . TETY OF TES_ _... ". METE 'S-. AND MATERTALS. MAT. MATERIAL A.W',W, A, AMERICAN WATER WORKS ME. MANHOLE ASSOCIATION MED. OM A.O.B.E, AS ORDERED BY ENGINEER MIN. MNTMU'M B.C. BDT!CM 7-- CURB NYSDEC. NEW ;ORK STATE DEPARTMENT OF B.M. BENCHMARK ENVIRONMENTAL CONSFk'-A- % BLDG. BUI1DINlu NUM. NOMINAL N- -C. NOT IN COINITRACT '.I. CAST IRON N.T.S. NOT TO SCALE C.B. CATCH BASIN NO. NUMBER C.M.P. COPRH A?FD METAL PIPE C.Q. CLEAN OUT PV'MT. PAVEMENT CONC. CONCRETE PED. PEDESTRIAN PERC. PE,R,COLATION �K. DARK F V.1. POL`fVT- - CHLOR C D.W.L. DASHED WHITE LINE P.S.T. POUNDS :LiR SQUARE INCH- D.Y.L. DOLIBLE YELLOW LINE DIA ru I,1E ER QTY. QUANTITY DWG. DRAWING R.C.P. REINFORCED _CNCRETE PIPE EA. EACH R.D. 4 T'F DRAIN E.I.C. ENGINEER -TN -CHARGE REF. DEFER TO, REFEREINCE -LEG, ELECTRICAL ELEVATION SAN. SANITARY SEWER -h EXISTING ST STORM SEWF. S.W.L. SOLID WHITE LINE _. FINISHED FLOOR ELEVATION S Y.L. SOLD YEI LINE - FEET (OR FOOTS H R. STAN ART, DIMENSION RATIO ST A. STATION GALVANIZED E. FT. SOUArRH FEET GALLONS PER DAY QWPPP STOR!°=WATER POLL=U i ION _.-,. GARAGE FINISH FLOOR PREVENTION PLAN HANDICAPPED T.C. TOP DF CURB --PE. HIGH DENSITY POLYETHYLENE T.W. TOP OF WAIL HOR. HORIZONTAL TYP. TYPICAL HT. HETGHT V.I.F. VERIFY IN FIELD INCL. INCLUDE(D, ING) TNF INFILTRATION W.W.F. 'WELDED WIRE FABRIC ITC'. INSIDE DIAMETER WT. WEIT_:^:' W/ WITH .,B. JUNCTION BOX Mj0 WITHOUT a So — I 0 o Go - ber z NOTICE OF DECISION: SITE PLAN APPROVAL GRANTED ON 06, MAY 2021 BY THE CITY OF SARATOGA SPRINGS. NOTICE OF DECISION; # 20210198 r i 1 k q e i 1 a F t i T am r T 1 f A a PR I`_iN{7 MAP Ex. Major/Index Contour Ex.. Minor/Interval Contour - - Pr. Major/Index Contour 100 Pr. Minor/Interval Contour 99 Treeline Sanitary Sewer SS Sto r!r Sewer c iD Catch 7 Storm _bBas_ ._..._.ale �e t ice• Water Main W -ant z L W Valve L Gas ` Proper-., Line Setback —® Ditch/Swale — — — Road/Drive Centerline Fence, Chainlink Silt Fence = Sign = Utility Pole C_ . § Lighting _ �. Test Pit Yr. Inlet Prote lion RiD-Rap LandscaP_u „ ► i rr Sheet List Table Sheet .be -Sheet ; _ e! Sheet Desrription C PUG' i Cover and Notes 2 V-101 Ex=sting Conditions and Demolition Plan I 3 C-101 Site Plan i 4 ! C-121 S Grading, Erosion and Sediment C ntrol 5 C-161 j Planting Plan 3 1 6 ?91 j Lighting plan I 7 C-501—T--- Details (1) 8 i C-502 Details (2) I 9 C-503 E Details (3' I W 1" = 2,000' « y __ __ V Verity E-nigTneering, P.C. P.O. Box 474 Troy. New York 12T81 518.389.7`00 ;erityenFEg.Com E unto ; ■ N T: R P R I S N 9 1 N C 881 Murray Rcad A Middle Grove, NAY 12850 s 518,584.6174 munterenterprses.corn u1 r LU En DO e d U) L 9 ry g _ 2f� J,•�o- l' 1/ k" 4VIOLATION OF NEtv Y.-K ST�TE EDUCATION ARTICLE 145 FOR AN' PERSGN N-ESS THEY ARE - ER THE - '4J OF A LICENSED PROFES DNA- ENGINEER, TO DOCUMENT IN - Y. IF ALTERED, TI'E ALTERING ENGINEER SHALL HE DOCUMENT u. SEAL. THE NOTATION rnv A:- S _ F SUCH AL TERAT .-. AND Al " FOLLOWED 0Y--TIRE THE _. -. A .. DESCRIPTION OF --:RATION. _r_: -_sriT ® 2020 VFc Er . NEERING D P E - ...'S RESERVED. DES!GNED BY: AJV DRAWN BY: B T S - EKED BY;_ A_'V APPROVED BY: _ ASV SCALE: AS NOTED DATA _ Dom, 25/20�1 I I> > f > jI > i i < Q < < 1 cn Cf; f i u, jCn i— T O O I 0{ ° ° = T LU LL.I ' Cn LU i CD I a- CL ! i I V 1 un J) V)i Z ,LU LU �i/j H : { f Ln ! 0 N I CO , !— O Cl) U) iV I a4 r4 O i c > �)LU ='.x AIiTa'" L € D NO. - . N1 04' JO" ' O Temn rorS, Ecsement 1 Tc a a t d 7 ....., Th- ,v If .SL'1 _ `:g0 .:pY?17 $ , N75' 04 30"W 17 s E i E ; E 766.60' N 151 3Q ✓'r` ( � _ I t g . � ' v II i SAW -CUT EXISTING CA! k PAVEMENT - E'� c� C1 ! � a M. �. (n [��1 �\ X - REMOVE AND SALVAGE EXISTING DRY WELLS, ._ FRAME-. AND,, ATFS F'e,mainina Lane of luvnter Land Holdings. LLC svo Cv Sv svo svo— svo— svD— Sv9— SVD— SVU— sys svo svD-474.54—svo—sv —sva svo---svo—svo— _ ..r"� ws—svo M -M A M —M ----fA —M --AA M —M M M M , M 2..5 _ 60 N?de lnq esslEgress & Utility Eosemen, ��,, / . Be C ed To of 24 Freedom W Rood To ye Constructed City ✓f Soratoec t ' ;print' Saeciflcations L`se And A-.ointer,- -ice Ay Bement W-r; Re Exe.v ed Between tot 24 Freedom Way end Munter Land Holdings, LLC_ F— s- -------------- S � I EX! STIN 9REE � —=—= J I TO BE REnOVED `. EXISTING TREES _ y TO BE RELOCAT-LE SEE SHEET 1161 F=N11 AD ITIONAL INFORMATION R 13 r I C-50' j i n SAW -CUT EXISTING -------- PAVEMENT REMOVE EXISTING CONCRETE SIDEWALK - \_ r j' zP I i f. X is.: II tea? ¢ �1 U I r" SPECIAL NOTES: 1. TOPOGRAPHIC AND UTILITY INFORMATION SHOWN WAS COMPI T LEG FROM A MAP TITLED SURVEY OF L0: 6A W.J. GRANGE INDUSTRIAL PARS. SUBDIVISION STREET ADDRESS 26 FREEDOM. WAY AGROCH FAR: .AD DAIRY PRODUCTS,` DATED 21 JUNE, 2016 PREPARED BY GILBERT VAN GUILDER LAND SURVEYOR, PLLC OF CLIFTON PARK NEW 'ORK AND A DIGITAL FILE TITLED "TOPO 5 7-15.DW ' TR_A_-'SMITTPi' VIA - EMAIL ON 19 NOVEMBER, 2020. 2. THE OFFSETS OR DIMENSTCINS SHO ARE FOR CONSTRUCTION REFERENCE ONLY AND ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES; OR ANY OTHER IMPRGVEMENT 3. UNDERGROUND UTILITIES SHOWN ARE SUBJECT TO FIELD VERIFICATION BY EXCAVATION. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SUBJECT PARCEL. DEMOLITION NOTES: 1: ALL 'DEMOLITION MATERIALS SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ALL REGULATORY AGENCIES, INCLUDING: CITY OF SARATOGA SPRINGS, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, AND ALL OTHER AGENCIES. 2. ALL DEMO ITION MAT ER ALS SHALL BE DISPOSED OF - AN APPROVED AND=`ERMIT4ED FACILITY FOR THEIR RESPECTIVE MA.TERIP,L . 3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL REQUIRED PERMITS, 4. EXISTING UTILITY CONNECTIONS !WATER, SANITARY :EWER, GAS, ELECTRIC, TELEPHONE, CABLE? SHALL BE TERMINATED AT THE SERVICE MAIN IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENT ALL ON SITE PIPING, WIRING, AND CONDUIT SHALL R_ REMOVED AS INDICATED BY THESE DRAWINGS. 5. THE CONTRACTOR IS RESPONSIBLE TO CONTACT AND COORDINATE ALL WORK WITH UTILITY COMPANIES. 6. THE CONTRACTOR IS RESPONSIBLE TO MINIMIZE THE AMOUNT OF DUST AND NOISE POLLUTION GENERATED DURING DEMOLITION OPERATIONS. 7. IF HAZARDOUS WASTE IS ENCOUNTERED DURING DEMOLITION WORK, THE CONTRACTOR SHALL CEASE WORK IMMEDIATELY, CONTACT THE APPROPRIATE REGULATORY AGENCIES, AND CONTACT THE DESIGN ENGINEER. THE CONTRACTOR SHALL COMPLY WITH ALL JURISDICTTONAL REQUIREME-TS. HAZARDOUS WASTE M' BE REMOVED BY A PERMITTED HAZARDOUS WASTE CONTRACTOR TO A PERMITTED HAZARDOUS WASTE SITE. 8. DEMOLITf t SHALL !N LUDE, BUT IS NOT LIMITED T0, REMOVAL r:: TREES, VEiJETATION, SURFACE AVELIEii •°TS, AND ALL OTHER STRUCTURES NOT SCHEDULED T REMAIN. SUBBASE SHALL NOT BE REMOVED UNLESS SPECIFICALLY CALLED FOR BY THESE DRAWS^GS. 9. ALL DEPRESSIONS IN THE GROUND SURFACE ESULTI":C- FROM DEMOLITION WORK SHALL BE BACKFILLED WITH CLEAN, GRANULAR FILL IN ACCORDANCE WITH NEW PORK STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SECTION 203. FILL SHALL BE COMPACTED TO A MINIMUM 90% STANDARD PROCTOR DENSITY AND PLACED IN 12" LIFTS MAXIMUM, 10. TREE PRESERVATION AND PROTECTION: A MINIMUM THREE-FOOT (3') HIGH PROTECTIVE FENCE WILL BE ERECTED AROUND ALL LARGE TREES AT THE DRIP LINE TO PREVENT DAMAGE DURING CONSTRUCTION. SILT FENCE MATERIALS MAY BE USED FOR THIS PURPOSE. THE LARGE TREES TO BE PROTECT D WILL BE MELD IDtdTIF. _! 11. NO VEGETATIVE DEBRIS SHALL BE BURIED ON SITE. PHIC SCALE 0, SHents Verityngirering,.P.C, P.O. Box 474 Troy, New York 12181 E 5I8.389 e'200 ve ityeng.col ENTE E IN & IEEF3 Inc .s « N 881 Murray Road Middle Grove, NY 12850 518.584 6.174 munterenterprises com Q r 0 E W z z 0 a izi IL V3 a c LE- 0 T IS A YIOLA r: pd OF NEN YJ._ST' ATE E'-O__E 145 FOR Y . iERSOHSUNLESG UNDER THI IREt D E .-_V_ PROFESS ENGINEcP 0 ALTER DOCUMENT IN ANY MAY ^LI A; RED -- ALTER.+,"- ENGINEER AFFIY — = DOtUME,. THEIR SEA SHE NOTA _ A - ,iY' FOL THEIR. RE THE `AT_ OF SUCH "E.sTION SPEIT DESCR, T ,E THE _.,. 202C VERITY ENGINEEF.ING D.P.C. AL_ RIGHTS R_SERVEO, DESIGNED BY: AJ`A/" 3rDRAWN BY: AJV CHECKEL BY: BTS APPROVED BY: AJV SCALE. 1;, = 3U .DATE: E012/26;`2021 j I I f I ` E j rn I _ I I! I E + I I i r cnlr>I - Iz ` - " j W L.j E.— i CD co 1 i LU� U cnicn�z E H € LU W Cf O i H I r1_j r1-j�rN C"4I W i f H i 0 r-I j t(V Q I 7 , I i 3 WI ! PIPING.IF ABANDONED FILL WITH FLOWABLE FILL — STORM SEWER TO BE RELOCATED IN FEET 1 inch - 30 ft. h! T 1 1' SEWER EXTENSION p ROFILLE: 0+00 00 - 4+10.01A Lu lm- In O fN Lu CD Lr) Cz) CN "I !UTILITY NOTE: MH-1 IWATER AND SEWER SERVICE WILL BE EXTENDED ID 07 RIM:327.47' FROM THE EXISTING BUILDING. NO NEW L-50 I I iCONNECTIONS ARE PROPOSED AT THIS TIME. (8`1 INV IN:323.90 T EX-MH ko ) INV uul::-�Z-3.0u 1+06 Z 1 71 8" S DR - 3 5, PVC DF SPALL PERFORNI TEST /_180 LF 0.40% EX IC ON PRI'0R TO CONSTRU_r­r!ON 1 y OF SEWER TO LOCA.TE EXTSIING MAIN ,---=/Z if CONFIRM 7 INIVERT AND C0ORDINiT­_ WITH DIESIGN ENGTp­_- 0 C4 PROP05EFD, STORMWAT ER "I— �__ MAN .1 'GEMENT AREA ENTRY PAD BY OTHERS EXTEND EXISTING ROADWAY (FRFFD0-M WAY) GumWIDE I N G P ES S / EGRFS S EASEMENT TO BE GRANTED TO LOT 6A ROADWAY TVP, i — —I K --i— I I I 25 5 ,i 75 1+00 25 50 75 60 j Mp 1 'MH-z- TM :327-47' 4+ f-340 RIM; IS INV OUT :324.621 .,85') _A8") INV T4 323 90' i _-UT:323,80' 335 0 P C­ ID 'GRADE r_3 3 0 11--325 3 2 01 A:: V, SDR-35 r 180 LF Cd O_ . 40 -------------- - 0 + 0 01 25 50 75 1+00 25 50 75 "H-2 I M : 3 2 9 . 2­4 i8") IN'" OAUT:324,66_22t 3 36' SNOW SCRAPPER 0 Lu Inc I an ra- uj ui 12' t 2+ 00 25 50 75 + ' 25 50 75 4+004+10 _360— CONTRACTOR SHALL PERFOR TEST 355— EXCA i.ATI ON PRIOR TO CONSTRUCTION SEWERTOF TMA:, [CONFIRM ApJD COORDINATE EX-MH WITH DESIGN ENGINEER RIM:326.82r— "'. — \ • 0 4 EXISTING INV IN:322.98' GRADE 330- 32-)_ 320— T 3 15— EVT�TING SEWER M21N, COORDINATE T K.3 PECTION WI LOCAL A1,jTHORITY H-WING 310— PRIOR CONSTRUCTION T­— 305- 300— ?+00 z,_ 510 75 3+00 25 50 75 4+004+10 L ENTRANCE 4107? FRONT SETBACK x 28 SPACES 02 ADA PARKING R=5' ZZ 00 216 S"..­­ 06 C - 50 CONC EE RWALK + 12 H C Li R _— It — — — — — — — — — — — — — — — — — — — — — — -- — H 189.82 p 3_ H PROPOSED UNDERGROUND INFL! RATION'l RENCH _-12- PROPOSED SEE C ADDITIONA' THFORMATICTIH � LL, J ENERATOR SCREENED LEGEND �z D UMPSTER EN i­RY PAD N N + BYOTHERS ENCI OSURE 0 k ' PROPOSED ADDITION SIDEVVALK I 1 0 16,050 SF. ­ OTHER' 0) T E P S By 1 331.8 EXISTING ASPHALT V Ln I C3 I 'tee zz I i95 A .4 R=2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - ENTRY RAD EXIST T"G BUILDING BY 0 T H E P, S B-1 `_4 GRAVE' P RO P OS E D / -XIST 1�z� NG MAINE AIN PARKING ASPHALT ASPHIAI T 07 I i'07 INTEGRAL CONCRETE SLAB C-50 50 AND WALL BY OTHERS PROPOSED UNDERGROUND flv !III SAWCUT PROPOSED INFILTRATION TRENCH T EXISTING ASPHAL(SEE C - 12 PAVEMENT ADDIT-10 UNAL IN FORMAT MEMNONI O 26 FREEDOM WAY A PROPOSED AREA: 5A---2_)I AC. EXISTING AREA: 4.321 AC. + H i Ii RETAINING WALL BY OT HERS W — ,.®. ®. --- — — — — X R R=5'--r+ — — — — — — — — — — — -'��t D 4 CB-2­�— — — — — — — — — — —--- — — — — — — — — — — — — — — — — — — — --- j Ln uj PROPOSED ASPHALT ASPHALT CURBING 08 0 I LIANIv"11 AREA < ii Lu SURFACE PROPERT V LIN E SETBAC_K Un is kn ,SITE STATISTICS I 'I ADIDR-ESS : 26 FREEDOM WAY I AX MAP: 177. - 1 - 62. 212 177. - 1 - 67i AREA: 253,%4 SF � 1 +c;,82I At l � ;ZONE: IND-G (INDUSTRIAL, __ ENE R A L I JUSE: WAREHOUSE (EXISTING) T ND-G SITE f`IN. LOT SIZE 40, 0 0- G SF. 253,564 SF, MIN AVG- WIDTH -- Ca PT, ±420 PT, PRINCIPAL BLDG. COVERAGE 40 % 11 ACCESSORY BLDG, COVERAGE 30 % 0 MIN. FRONT SETBACK 40 ' FT. ±124.1 FT. MIN. REAR SETBACK 30 FT. ±84.5 FT. MIN. SIDE SETBACK (EACH) 15 FT. ±89.8 FT. MIN: SIDE SETBACK (TOTAL) 30 FT, ±248.0 FT. PRINCIPAL MAX. HEIGHT 50 FT. <50 FT. ACCESSORY TO PRINCIPAL - 10 FT. N/A FT. .ACCESSORY TO FRONT LTNF 40 I FT. N/A FT. ACCESSORY TO REAR LINE 10 , FT, N/A FT, ACCESSORY TO SIDE LINE 10 F I N/A FT. MIN. GREENSPACE 30 ±38 sis PARKING (WAREHOUSE) REQUIRED- 1 SPACE PER. 2 EMPI AND 1 PER COMPANY VEHICLE EMPi * -1/12) T .10 COMPANY V E 60 SPACES OROVIDED: 65 SPACES (INCLUDING 3 ADA) -EXISTING PROPOSED BUILDINGS. 33,817 SF. 49,867 SF_ (19.7%) PAVEMENTS: 46,228SF, J-06,765 SF. (42.10) GREEN SPACE: 129,958 SF. 96,932 SF. (38.2%) 210,003 SF. 253,564 SF. < a- STANDARD NOTES: I THE APPLICANT SHALL COMPLY Y WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS, RULES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO THE STATE ENVIRONMENTAL QUALITY REVIEW ACT iSEQR), FRESHWATER WETLANDS PERMIT REGULATIONS, THE TOWN GRADING LAWS AND THE TOWN FLOODPLAIN MANAGEMENT LAWS. t. 2, THE APPLICANT SHALL BEAR THE SOLE RESPONSIBILITY FOR ENSURING THAT ALL IMPROVEMENTS ARE COMPLETED IN i[— ACCORDANCE WITH APPROVED PLANS, S SPECIFTf-ATIONS AND, STANDARDS, r. III! I THE APPLICANT SHALL BE RESPONSIBLE FOR KEEPING EXISTING PUBLIC HIGHWAYS AND ADIACFNFF LANDS FREE OF DEBRIS, SOIL AND OTHER MATTER WHICH MAY ACCUMULATE DUE TO CONSTRUCTION RELATED TO THE SITE. SPECIAL NOT": 1. TOPOGRAPHIC AND ILIT INFORMAT30N '-H,"WN WAS CCI PILED FROM A MAP TITLED SURVEY OF LOT 6A W.j. GRANDE D 'USTRIAL PARK SOBDRIISION STREE`SS 26 F-EEDO.Al WAY 'AGROCHEM FARM AND DATRY PRODUCTS,' DATED 21 Y _VFYCF-ipP T wNGMN PARKADT G, NETBGILBERIUDER LAND OR,PL, NEW PORK AND ITALFTj ,AILED "TOPO '--'-15.DWG" TRANSMITTED VIA EMAIL ON _39 NOVEMBER, 2020. 2. THE OFFSETS OR DIMENSIONS SHOWN ARE FOR CONSTRUCTION REFERENCE ONLY AND ARE NOT INTENDED TO MONUMENT THE u- PROPERTY .-INES OR TOGILTDE THE ERECTION OF FENCES, ADDIT T ONAL STRUCTURES, OR ANY OTHER IMPROVEMENT. UNDERGROUND UTILITIES SHOWN ARE SUBJECT TO FIELD VERIFICATION BY EXCA UTILITIES SHOWN DO NOT If PURPORT TO LONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADjACENT TO THE SUBJECT PARCEL. P1 ;'AN APPROVED ON JULY 22, 2015 INCLUDI-D CONSTRIJ ON OF A 33, 9 117 SO. PT. THE 26H6 "IEVE! OPMENT C T STRIM—URE, FOUR il) ADING DOCKS, I GRADE -ACCESS VEHICLE DOORS, ONE ll) COVERED TRAILER BAY "'D PARKING FOR. VEHICIFS INCLUDING COMP NY VEHICLES ALONG WIT UTILITY S_RVICE CONNECTIONS AND ­RMWATER MANA(AMENT PRACTICES CITY TPR OF SARATOGA Si _NGS STANDARD NOTES: T ALL WORK M_­�. CONFORM TO ALL FEDERAL, STATE AND CITY CODE. SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2 THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM. IQ?q. 3. N ALL REFUSE, DEBRIS AD MTSC ELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE C ION !RACTOR TO A LOCATION APPROVED BY THE CITY ENGINEER. 4, THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. EXISTING WELL "INSTRUCTION INSPECTIONS BY THE DESIGN PROFESSIONAL ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS Ti-IIIE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. THE CONTRA' riiR MUST OBTAIN A BLASTING PERMIT FROM THE BU­ "ING INSPECTOR IF ANY BLASTING IS R 011TRED FOR THE PRO_JLj_1. 6. THE CONTRACTOR M`JST OBTAIN A STREET OPENING PERMIT ISSUES BY THE DEPART. -ENT OF PUBI K WORKS FOR ANY WORK T THE STREET OR R T-;TT IF ANY CITY STREET ROAD OR ALLEY, 7. ALL POINTS OFCONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD. S(- A A CERTIFICATE OF OCCUPANCY CANNOT BE ISSUES UNTIL ALL SITE WORK IS COMPLETED IN ACCORDANCE WITH THE H F APPROVt ---__LA . L, PLANS. AND AN AS-BHTLT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGTpl� ( IN FEET 1 inch = 30 ft. A Verity, Ef-igineering F'.P.C, D 1 .0. Box 474 Troy, New York 12,1B1 o 51'.389472"P01 I verifyle-g-mg.izorn RNTNRPRIERS, INC. ray 881 Mui-Road Middle Grove, NY 12850 518.584.6174 mu nteren terpr se s. com < Ln L=L, --fix Ln Lmu U) < uj if < 01! U- C:) m u 0 Lu Lu Lu uo n N -F x A kL C1 T Ji I 1 2 uj ai_01 IT IS ill-LATION OF NEW YCRK ONLESS THEY STAi E LAW ART-CLE 145 FOR ANY UNDER THE SIRE.IONOF A ICPNSE-D _1 ­­­IONAL ENGINIE� _T F. THIS DOC�JMENT TN ANY i� 'A. I Y. IF ALTERPi ­1 ENGINEE, S­ - AFFIX TO MEN-7 SEAL , THI % ------ N IiE BE Ov THEIR SIGM7;R­ THE DATE OF SUCH A� TERITICN AND D Y" PPr T OF 202e VERITY ENGINEERINGD.R.C. ALL RIGHT, �ESERIVEO. DESIGNED BY: AjV Dr)MV4AJ BY: AJV CHECKED By: Bi- TC APPROVED BY A Ji'vi SCALE: 30,5 DATE: 02112ulf','021 > >! Q>1 > Ln Iro (.r) LU Lu LU C) C� 0 C- i­4 CD 0 Lu Lu _j Lij Lu LU LU cc cf:� rN r*q r1j C`14 u') cc) CN (.0 > cc - A 'S T T tE 4 'A C a - GENERAL CONSTRUCTION SEQUENCE TOTAL DISTURBANCE = +4.0 ACRES PRE CONSTRUCTION 1. OBTAIN PLAN APPROVAL, GRADING PERMIT, ANY EASEMENTS, AND ALL C,._.. LEGAL CONTRACTS{PERMITS REQUIRED FOR CONSTRUCTION. 9 Z. FLAG THE WORK LIh1ITS AND MARK TREES AND AREAS FOR PROTECTION AS REQUIRED. 3 HOD E-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CO:- RUCTION, CONTRA SHA!! NOTIFY THE CITY SARAT" A SPRINGS BUILDING DEPARTMENT, DESIGN ENGINEER, INSPECTING ErJGINEER, AND THE SWPPP MONITORING PROFESSIONAL. 4. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EX, INLET PROTECTION, AND CONCRETE WASHOUT. ' S. STAKE OUT CLEARING LIMITS. AREAS OF DISTURBANCE SHALL NOT EXCEED FIVE {5} AGES AT "�Y TIME. OBTAIN APPROVAL FROM THE C TY OF �?. r;� DEPARTMENT TO PF:G; F_ED wi;TH GR-,'SING PERr'fIT. SARATOGA SPRINGS BU-':LDING - 6. STAKE OUT THE STORMWA,TER MANAGEMENT AREA, THIS AREA ZS TO RE BE - _ N PROTECTED FROM HEAVY CONSTRUCTION EQUIPMENT. THIS AREA SHALL ALSO t CONNECTED O THE STORM SYSTEM UN.__ THE COMPLETION OF THE NOT BE COPJNECT T c � T TTi Al _ __,__ ___n. _.- --- .--_�.' CONSTRUCTION. a CONSTRUCTION �O COMPLETE OVAL OF EXISTING STRUCTURE CLEARING AND GRUBBING.YV. O _9 Y, ,, ..:,i.aT� ,E _ - 8. STRIP ANDSTOCKPILETOPSOIL, REMOVE LOOSE SOILS THAT ARE NOT x'> E € �r 3/c SUITABLE FOR THE PROPOSED IMPROVEMENTS.STOCKPILE WITHIN APPROVED i 4J 6 i ,_ e,rrcwr�� } "¢ 24 y�g ARPA WITH ADEQUATE PROTECTION. _ L TS ur DISC :BANCE (_ .0 ACRES) a C' CD i a LC1 c CD N CL ul) LLj (f a it c c alm 1 rm GRADING a c c _.__,��.. �____ 9 } A � �• 9. PROCEED WITH ROUGH GRAD�N� AND Ih:PORTIPJG/EXPORTING OF ILL Al REQUIRED. --- _ . _.: lc�_ _ me - Oft :0. TF NCH . GR UTILITIES. ° -- - -- --- --€ r - -_,' :' = '_ .-. - PREPARE UILDING PADS AND POUR FOitNDATIOPdS, INSTALL S°.iBBASE AiL� = y ` f I URBING. t I ILTPAATiON /. 12. INSTALL INFILTRATION BASINS AND DRYWELLS. �€ /,•" ! NL�IN C� TZ� - { 13. INSTALL PAVEi'iENTS, y :ALL �FJD ' _ . PI -- f 9�3 f T,:� TA aT >_t,G «_ L_•,�€,��LTo/vPOST-CONSTRUCION MA!°� AI!� _ - ! €, AAA; _ R!-1E rJN `�C.a,A, .c.s PET TE-FE ! _ DA 05L�'06/20AARCaNS:RUCTIONo; f i cT: T h,C 1 1� _ T xr..lr "�` - 14. ONCE CONSTRUCTION IS COMPLETED, CONTRACTOR TO PERMANENTLY STABILIZE FN € RfANCE \ t I A T AVE C MF RE DUE TO - ? A� EXPOSED AREA, INCLUDING AREA THAT HAVE BE- ..E B. i f ! `3 icv-p0 p TOPSOIL T,.ArFIC. p GRAD" SAND ENSURE POSITIVE DRAINAGE rLOW AWAY FROM BUILDING AND ADJACENT - ! - ERTIES SO THAT FLOWS HAVE A POSITIVE DIRECTION TOWARDS 28" 28"` - 40" FINE SANG, LITi �E SIL! PROP j \ STORMWATER COLLECTION DEVICES. 84" GRAY SAND l N04SIGN OF S.H.G.W. - n MANAGEMENT \ { 16. REMOVE ANY ACCUMULATED SEDIMENT AN ENSURE AL_ STORh1WATER .tANAGEME. r FUNCTIONING CORRECTLY AND DISCHARGING CLEAN RUNOFF. f t � PRACTICES ARE FUNC , TP#2 (327.20} - -- j ' ! � ` �t 1� ' `•, �' f, '" O� �� 1 �� - 8" TOPSOIL ?. PERFORM FINAL CLEANUP OF DEBRIS, AND REPAIR. ANY .AREAS THAT WERE v \ t� 8" NJv HDP= :•• :/ � �� 1 0 1 I y INFILTRATIaN \ ` `',, -- _ • '� 33 ��` � 8" - 23" SAND, LITTLE SILT AFFECTED FROM CONSTRUCTION. " 153 LF @ 1. ; 8% `-max x BASIN #1 E Tt i 2 ff G r WHEN 84" .BRAY` SANG r 18. REMOVAL OF OVERALL EROSION CONTROL MEASURES MAY ONLY OCCUR WH_N THE RIPRAP OUTLET I f p! { ` NO SIGN OF S.H.G.W, _. J "$ -t ! "' d 1 ISUFFICIENTLYST I U E 1 T, j PROJECT IS STABILIZED AND REQUIRES THE APPROVAL OF THE c-so3 c-su PROTECTION 1PJV.=2b.5L' j € CITY OF ALBANY BUILDING DEPARTMENT AND THE SWPPP INSPECTOR. ! 3' WIDE - - - - - - - ! /; �; i 1 - ` INSPECTIOr PORT - SEDIMENT A /a ! , #c :: _ Q:, �O EROSION & DIt EPs ; ;.ON i _CL PLAT' NO. GRASSED BERM I 324 y € _ TOPSOIL _3 I i vU OF FOUR 1 ` An€r r+ T! ' � � ;, { r i 4' 36` Shi.D, LI . , l-E _)T=T - ' - -„ 32 3 f O T r. r = =' € ! I ? P Pi CONTROLS SHALL BE i1-:S'ALLED PRIOR TO h 0 ti:- - _. ALL RO. -SED EROSION - SAND - - i ; 120" FINE - € a i 36" n T / J !: i I-",�,,. T ATIC„ AND CONSTRUCTION S m --5,2 - - n 3 i� _ - � T BEG,.,.,t�?+IG L�.JS:.,J,_TIOPf. � -; t _, :,. -.e: ; I :, fry _ i i "� - .., _ : ':.-'i_®+.. i _ ij 1 NO H.G.W, - 'A1 „ � � _ i ',� '; _. , .vv SIGN OF S. - __ „, - ' _ ---max za' - - c: REV: -WED A, QUALIFIED PROFESSIONAL. Rs . ;re" .:: s�a ;a Gi.}T. _.._r--.� a 06 :« :-:.... _-T ,. : r { - • - '� � . • +� `r=?NAGU=':-:v : �- ''=' : i � t � REi�OVE knOSION C�JNTROL� ONLY iiNDER : HE )AUTHORIZATION OF A > 1 ! 1 by �� �.. � 03" I � TP#4 ,331.L0} _. a , / J ?�-��- t - s -- -' CT -- c�QUALIFIED PROFESSIONAL. + ` , � •.,. �-..� - �_ _ - � � T � - � ,.GNAt,t - : i _ 2" TOT SUIL _ a t ♦ 32:_ _ i '3:' SAND i PROTECT ALL SURFACE WATERS FROM SILTATION t RING i _- .� Pta SIGN OF 5 H.C.,.. LIMITED CONTRACTOR P M CONT A TO MUST 15_ I ` CGNST:RUCTT ^ WIT.H APPROPRIATE MEASURES T_?!CLUDZ",C, BUT NOT L ;:_;ED I $ r =- � . - -- T0, PLACING _f:.AW =,r.LES t„ ILT FENCING AROUND `:-#ORK. _ { MANAGEMENT 5 I UNDE, ROUND i;JFILTRr' ;v-- t. Y: - _ #2 - �-G� � �i.J l7 - _ Ai' E �I_.,,AL;E - � TRENCH ,_ ) € - o --� i!`JFILTRAIION !EST tY MEASURES SHOWN .,ra THIS PL.-.v ARE TH ? r•O '�'y_IST£.G En`-v - ; :1` 4, EtiSIOPJ AND SEDIMENT CONTROL , I - i i Prn Y: AAR '`: VERA P.E. NI REQUIRED. -TT MEASURES E REQUIRED, BASED ON I ; 1 ' ! ? C 4' a i44'' - ': 1 PERFORMED B MINIMUM :._QUI,._D. ADDITIONAL U _ MAY BE REQL- p : F..REBAT J' '. :q- EN ( 24 HDPE TZON AS DIRECTED BY A QUALIFIED t \ DATE: 05/07/2a21 FIELD CONDITIONS, DURING CONSTRUCTION Q t h LF 0; O O i S i TP z II \ \ PROFESSIONAL, r i 1 J E 6" X 36'; IT#1 11"fHR 4 ,3 \ _ 5. EROSION AND SEDIMENT CONTROL METHODS SHALL COMPLY WITH THE NEW 1� O 04RIM:329.75 / TrA € cE T O ! i ! �� --- - p ATE STANDARDS AND SPECIFICATIONS FOR EROSION AND __DZMEN: -• r LATEST EDITION. YORK STATE TNV IN: �25.71 v , f IT#? 1K"fHR. xi INV OUT:325.71�yf CONTROL, I T #3 17"/HR. AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED « - s 6 . ERGS'_N I r. PTrt r;,!T T 9 ! RI,:.AP OU.LE: 1 t p i i I PERIODICALLY AND AFTER EACH RAINFALL EVENT. THE CONTRACTOR SHALL i r PROTECTION ' INV:322.Ou I REPAIR THE EROSION AND SEDIMENT CONTROL DEVICES AS NECESSARY AND 2 R F' y I 2 AS DIRECTED BY T#4 0"/`H A QUALIFIED PROFESSIONAL. 1 i IT#5 9"/HR. R L ALL TEMPORARY EXPOSED FACES OF EARTH CUTS AND FILLS SHALL BE Q ac [ v O GE,>,TED OR PROTECTED FROM EROSION Ir9P,LDIAT._L, UPON COMPLETION - - -- - -8 - - _ e nit �1 r,� a ra ,�€ AREAS 1� TO c,� SI,St�_,,,.ED f-. IF Yr�,!RK I-- -,-tSE / C ' 4 r{ R „ EAT: ,WORK OR I F _ -:: - ,.: = �` li•5 �` � cR ! iINIM1�_ F�,WRTEE,� (14) DAdS. PRt•VISIC.�_ _BALL _E MADE ZN C - - 'E AREA TO BE DISTURBED AND TO PREVENT T-= CO�'dCENTRATION GF *Dt=T_GN RATE LiSED: = /HR. T, i e� a RUNOFF rf, F , :,,N , FDISTURBED EARi:: SLOP;, c_: O z ,Oi` .. €� i ,1 S:ORt. „ATE.. ..UN_. F-R'---,_ 0. y . tc . = - y n r. , r r e.• -n- - - --- L 195 :,. ::- €- ..aTUR6E� ARE SHALLS. U, ,tN COMPLETION ,, GRADING 1NG OPERATIONS HE a� x_ r s jI BE STABILIZED B= THE FOLLOWIN G � METHODS, -P : ,!�v Inc THE EITHER TO RECEIVE PERMANENT OR ! - r�_rn TEMPORARY SEEDING: , SEED BED PREPARATION <.: IF AREAS ARE DEEMED AS REQUIRING TOPSOIL THEM APPLY TOPSOIL TO A UNIFORIM MT.- DEPTH OF FOUR LLN!CH ? } TOPSOIL SHALL BE € ; - 2 , NI< \ 0 1 I FRIABLE AND LOAMY, ES , o FREE u� DEBRIS, OBsECTIONABLE WEEDS, AND C - / i p �. I 's¢ cT n T 'T' RI Tr €v3Pl; Tl- T- DEEMED 105 �` @ �, 29 0 \ J . : 1 v:ONES, AND __OPJTAT..I NO ,!lk_� MATERIALS. _. - ". ---- -- - -'-9- € UNNECESSARY THEN PREPARE SEED BED BY SCARIFYIPdG COMPACTED AREAS 00 i [i.; 1 ! I AND REMOVING DEBRIS, DOCKS, AND STUMPS. SEEDBED SHALL RECEIVE THE i I �� 1FOLLOWING SOIL AMENDMENTS: !!! ! -_-a • . � � 8.. LIME TO A Ph OF 6.0 8.2. FERTILIZE WITH 600 LBS OF 5-10-10 OR EQUIVALENT PER ACRE (14 BS,/1000 SQ. FT) THE SOIL AMENDMENTS SHALL BE WORKED INTO THE SEED BED WITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE EQUIPMENT. t I I 1 I i �c !..'_TEMPORARY CB lj , it 2 i SEDIMENT RIM: 325,90' oz n s ' BA INV IN: 323.50' (12") �v it v r SIN so I x ti IO/O' SF II i. Tr i [ - E! INSPECTION PORT INV OUT: 322,3E (24 ) f! ! � "\._ ! v' l f 3 TYP, OF FG!?P ", ; ±��'� O• �'z 3 r,. F 9 ' 4TUJN ..,y _--- ILTN - DER- �i TP#A - 'N .10' . 330 ( I � T "� :: I 4 Y C„ I 1 _ REiV i v - l _ 9 e a ,- i } t > t ems: i ;NV __�.6 (J ; L, IY _ _ so `, O - _ .4 .. t� �- . SI _SuxGE , . � � HDFt : 3NST c� LE - GCK 77 8 i CONCRETE _ WASHOUT 1 - EAVE � r f TR - NC -"--TING_..,_ .T I \ . I , � BENCH ' 4 X �� ;. - ,.:; t, ., a !- -a1, 3 i , •�`y, � ,� RIM, ���. /5 lb ° - _ i a INV IPJ : _25.71 - -NI 25, 71 F,, PIE_ P112 HL PE s i 3 8 at HD _ 2 ` 0! \ - - - RAM. , h 13 �: I - v z_ L O o � d : T O• RIM: 329,77' �INV:327.85 O� f nz� 3 f T 32805 -NV OUT: 326-50' (12") INV:. a s' / / .:3 - _ . .. _. _ SON T- ---' ! _ - ME on IMP, - JNFILIRATT.ON PRACTKES: _ - - - .T:-�,- PRACTICES SHALL NO i DE USED AS �ED�!el�NT TRAPS. �r �• ]INFILTRATION , , _-_ 'CONSTRUCTION RUNOFF SHALL BE DIRECTED TO AN APPR-PRIATE SEDIMENT CONTROL I \ _ - ; DEVICE. INFT'TRATION BASINS MAY ONLY HAVE ELOt3 DIF,}CT�� TO THEM ONCE THE 1 SITF HAS BEE": S T ABIl 17FD 't i VE'r A 1 ION O_ R J~ : nL �� I A L� r ION OF JAJBBAS� , PROVIDE INLET PROTECTION AS IDENTIFIED. y� CARE SHALL BE TAKEN THEN CONSTRUCTION ACTIVITY IS NEAR INFILTRATION AREA. COMPACTION SHOULD BE AVOIDED. DE -COMPACTION PRIOR TO VEGETATING TEMPORARY SEEDINGS ANNUAL RYEGRASS SEED SHALL BE APPLIED AT A RATE OF 0.9 LBS PER 1000 SQUARE FEET, USE WINTER RYE IF SEEDING DURING GCTOBER/NOVEMBER. P RMNIE SF A ANT _ Ev1NG5 SEEDING SHALL CONSIST OF 1 LB -ER 1C0:, SQUARE FEET OF St CONTAINING AT LEAST �O%SPROUTING PERENNIAL RYE GRASS AND C -E l:i% PINK CLOVER OR ALFALFA. HE ,_EO hiZX SHALL BE SPREAD By UTILIZING A CYCLONE SEEDER., DRILL, OR CULTIPACK SEEDER. SEED _ i DEPTH SMALL 8E FROM 1/4 TO 2 INCH DE c_��E HT ALSO BED h APPLIED BY APPROPRIATE HYDROSEPDING METHODS. ALi SEED AREAS SHALL BE MULCHED WITH STRAW MULCH APPLIED All RATE OF 2 TON/ACRE '90 LBS PER 1000 SQUARE FEET) AND ANCHORED WITH "TERRA -TACK" OR E`�UIv ._ENT. ROCK WHEN ENCOUNTERED SHALL BE UNDERCUT A MINIMUM OF 12 INCHES BELOW FINISHED GRADE: BACKFILL OVER THE ROCK SHALL CONSIST OF 8 INCHES OF GRAN€ILAR FILL AND 4 INCHES OF TOPSOIL. 9. IF STABILIZATION BY SEEDING CANNOT OCCUR DURING THE RECOMMENDED A S F MATERIALS AREAS nT' D EXCAVATED M SEEDING PERIODS; TOPSOIL, FILL, AN SHALL BE TEMPORARILY STABILIZED WITH ANCHORED MULCH UNTIL SUCH TIME AS EFFECTIVE SEEDING CAN OCCUR. 10. STOCKPILE MATERIALS SHALL NOT BE LOCATED WITHIN TWENTY-FIVE FEET 125') OF ANY DITCH, STREAM, OR OTHER SURFACE WATER BODY. 11. IF CONSTRUCTION IS SUSPENDED, OR SECTIONS COMPLETED, AREAS SHALL BE SEEDED AND/OR MULCHED IMMEDIATELY. 12. COMPLY WITH THE APPLICABLE STIPULATIONS T FORTH IN THE STORM WATER POLLUTION PREVENT'ION PLAN {SWPPP' PREPARED FOR THIS PROJECT, 6_ PHIC SCALL L 30 ( IN E E T ) 1 inch = 3T3 ty verity Engir eerir a, D.P. , P.C}. Box Tirov, Neva Yore 12181 518.389.7200 v Pelr 1yerg. cc'inn ` •• H X T l l P R E% l i, Inc. 881 Murray Road ' Middle Grove, NY 1285E 518.584.6174 rnunterenterarises.c om LU a F- Ln Or 1 C) Z g O v Cl s Y a L0 � L7 z s a ull € < 0 s 4 m � o >_ < - W / 60, „G 0 430'\ G r._ v 4^S IT IS A VIOLATION OF NEw YORK STATE EDJ ION LAW ARTICLE 145 FOR ANY , PERSON UN s THEY ARE AIT r ENDER H- DIRK ION OF LICENS NT IN ANY NAY -F ALTERED THE PROFES 'NAL EPoO R TO AL THIS =D ALTERINC �NGINEE :L AFFD TO THE nMIMENT THEIR E HE NOT ; CN 'ALTEREC BY FOLI BY THE •NATURE 1E DATE ,.F SUCH---ERATION, AND SPECIF1.1 DESCRIPTID%-F THE °CATION COPYRIGHT - 202E VERITY ENC <-_RING O.P i ALL :RIGHTS RESERED. DESIGNED BY: AJV DR;��dN BY, M CHECKED BY: B T APPROVED BY ° _ A �' ` 1v SCALE: DATE: 02/26/2021 i CD ig �I .T�, P 'k;T 3z 121 1+ J. I Lof U crN oi- i CD CD L CL LANDSCAD� 1_EGEND LANDSCAPING SCHEDULE 1 a I I I ljSYMBOL � QTY. SCIENTIFIC NAME � COMMON NAME E SIZE DELIVERY/NOTES �{ T} PROPOSED TREE I QUERCUS RUBA NORTHERN RED OAK z • 5 3" CAL B&B I � RELOCATED TREE =X 7 9 TAXU'; MEDIA DEE . ��YI`: f ��:a ��. ''SE 7AP: YF4� l e EXISTING TREE RS ' 1 Gal. 24 HEMEROCAliIS 'RUBY STELLA RUBY STELLA DArLILY 1 1 PROPOSED SHRUB I ASi 16 FASTTLBE FANAL ASTILBE 'RED' 1 Gal. f 1 IF A uREPANCY EXISTS BETWEEN THE PLAN AND PLANT LiST, THE PLAN SFI„F` o EXISTINGr SHRUB ANDSCAPItVG NOTES -- "--- - - EXISTING ------- - ' -- 1. ALL PLANTS TO MEET MINIMUM STANDARDS OF THE AMERICAN ASSOCIATES OF NURSERYMAN. TREES _ 2, CONTRACTOR SHAI L GUARANTEE ALL PLANTED MATERIALS A MINIMUM OF ONE (1) YEAR. IF _i f: al ._ may:_ TE Atli PLANTINGS ARE NO LC_NDER VIABLE, THEY SHALL BE REPLACED �ww �.. �.. OWNER: - = _mow. - (1 - _ ,. t e ., i ; itACCEPTANCE F Ted . - - .�. CONTRACTOR SHAD_ MA�n1TAI�, ALL rdK., UNTIL FINAL u; .t Pft0.;tc,T; _ -- -- STAKING, A lir,l MC S=-: KTti ; T K, G, FENCE CT - ! 3 z� _ ., ._ .,: �.. .. ., p ` . INCLe. �' - -_ _ �A.._N�, AND . E.vCE PROTECTION. - : IF PRO PLANT A: „_l I� ITT , 4. _. .,-- -=-- 1. �,- _.,U..-_x.,._ F�ICT Wsr.r ..���TiES �ii�la , ,�L�5 0R .,R::%;' - - - , CON iG !. ,vie :L�� I 11 iFiF fl li F EX �IFY T. E OWNER _rv� -. N - °- STMENT 0. ,._, - - - ( r „ :. _ PLANT L :LAWN : , � . a: - - I - t 4 , ` ._ - \l , <. .. � � 1 TC -u�: 'PC 7_iT P rr I;''�' ALLOWS TP PLAN,. 5,,,,�L �.._ .._��V1-,.emu ONLY WHEN THE CONTRACTOR'S SCHEDULE A�L,.W.. FOR THE, r; n 3 RELOCATED E ,1) ST- _ .,. 1v _, REASONABLE TIME, \. �^ RcLOCATED TREE t]-It _ ,..; i ,, I 3 6. ALL LANT_ SHALL �E WA,ERED IM( u ATELY UPON DELIVERY AND �JERY THREE (3} DAYS �w THEREAFTER UNTIL IL P ANT INC. ,. ,y A� SUBSTITUTION CHANGES, G AlSHALL BE APPROVED B THE t R LT TI NS Y OWNER PRIG e _.. _ R RELOCATED TREES (5) E I I i { ! \ f®# �;--a d ' I f I; =% % € TO DELIVERY: \ 'Y S -S F j �-- REFER TO SHEET ; _1G1 'i $. FINISHED GRADES IN LANDSCAPED ISLANDS SHALL BE ONE INCH (71"1 LOWER THAT THE TOP } f �^ L ( E 1 TINT OF ADJACENT CURBS C,R avALt WA`r"S FOR ADDITIONAL � X-S J _.._ I E ) f / INFORMATION TREE 9. ALL DISTURBED AREAS SHALL BE RETURNED TO LAWN UNLESS OTHERWISE NOTED. 0m affiffig dw aw - mm _ -mmmmmmmw am an, . INNE-+rwF .=+�1i ,. .. ris- i�i: .'s 10. FINE GRADE LAWN AREAS TO PROVIDE A SURFACE FREE OF IRREGULARITIES AND DEPRES`UONc r 7e 1 .FEE T } 1 inch = 30 ft. -1 _- n t s+cr, Y_y' Enid :r i >__,. P:0. Box 47 v, 1 Y vrk 2181 8.v.200 j ver1t°°✓eng.c©m o , 0, IIwtBRnaISCS. INC. y' ��` 881 Murray Road Middle Grove, 11Y 128510 518.5.84.6174 ■ rnuntere^Ler,`Urises.com ■ Uj LU z tv 6 r E ¢ s a Ln AD z E e 2 _ a {� 0 $ p CC Cn j � H LU Eli gi LU gi aLLm s � � ra f - 7 .: tE f - - GGK 5- _DJ._".Law ARTICLE 1k5 FOR ANY ! E .ti-J DIRECTION OF A LICENSED - - -DOCUMENT �! ANY wAY, IF ALTERED, THE t, UPEItT THEIR SEAL, THE NOTATION -RE, r._ SAE OF SUCH ALTERATION, AND c T, RESERVED, DE�I,JIVED BY CHECKED BY: BTS APPROVED BY: AJV c e_ALE 1 DATE: 02/26/2021 co < Ln Ln Ln 0 PLNTINC PLAN ibi of 9 I I i n n ¢ n; �< n I � LEGEND, (VALUES FOOTCANr'-' T 0.10 2.00 4.60 REFERENCE RP-33-99, RP-20-98, Oth Edition IESNA Lightincii Handbook. IESNA Handbook Tenth Edition shows for a Medium Activity Lot 2.0 fc Average with a 3:1 ava/min and a 14:1 max/min. Chapter 26, page 26.25. BASIC ENHANCED SECURITY SECURITY HIGH SECURITY BASIC ITN CONSIDERATION OF (SECURITY (SECURTT" i PARKING Lu'T DESIGN GUIDE FOR TYPICAL PERSONAL � ITY OR i LIGHTING FOR ` 1„ TGHTING FOR CONDITIONS) C,DITIONS)=4DALISI) PU I C SPACES) PUBLIi SPACES) �1 LUX 1 FC LUX FC � LUX ; FC ; LUX i FCC 1MTNIMUM HO. KIT ALP i ILLUMINANCE1 2 1 0 2 1 5 i 0.5 1G i i,c 30 i50 14MFASURED u.-11QPA,_ c-JTTHOUT s 3.0-6-J) SHADOWING "-FROM ANY OB'ECT1 I 9P!IFORM1i _ RATIO 20:1 15.1 15:1 I MAXIMUM -TO MT 1MUM) *AVG:MIN MINIMUM VERTICAL ILLUMINANCE i (FOR FACIAL RECOGNITION AT 12-60 j 5' ABOVE THE PARKING SURFACE i.0 0.1 2.5 1 0.25 5-8 [ 0.5-0.8 1.2-6.0 AT THE POINT OF LOWEST j 1HORIZONTAL ILLUMINANCE) I i LIGHTING SCHEDULE S -,q- i QTY, LABEL i ARRANGEMENT ? OUNTING HEIGHT TOTAL WATTS i ODEL 9 3 DECO SINGLE ! 20 FT. 80 ! DECO B824-LED-80-40 C 3 WP-B WALL j 12 FT. 47 _REE C-WP B-TR-6L 4OK i O 2 WP-A WALL 8 ET. li CtiLE C-WP-A ARFC-S" 1L-40K *CONTRACTOR TO PROVIDE FIXTURES AS SPECIFIED OR APPROVED EQUIVALENTS, COORDINATE WITH DESIGN ENGINEER. 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GS a05 0.G4 OW4 0.04 0.G3 02 0.02 a0i 0,02 0.02 0'Ol 0`Oi 0'01 0.02 0.02 0, 03 0* 04 0. 04 0.04 0. 03 0.03 aL3 a`.;+ 0, 02 0.01 0♦pl 0.01 a01 0 Ol G 03 Ol J u4 C 03 0 O1 � C1 a 0 02 0 OS . p 03 001 00a a 001 s n.01 0.02 aC, Os 01 0.01 0, P:1 0.01 • p•p3 0.03 0'03 a0 0.03 0`p2 0•02` 0.0i 0.01 p.Ol ;, 03 p'02 0.01 6, 02 0, 01 0 � n, 03 0. 03 O, Ol O. cn1 ape .0, .^..pi 0`v} 0.61 0•pi l ` " ap2 0.02 0'03 a03 0.03 0'03 0•p3 p, 02 0, 01 0'pl 0. ET1 p.01 a01 0, 0, 01 0'0_ Os 01 0. p2 0. a02 0,02 O.p2 0.02 0.02 ,:, 02 0.01 aOl 0.01 0.02 0-11 0.01 a0 a01 0.01 0.01 0•01 0•"' peal 0_ 0-03 0.03 0.03 '•, 02 0.02 0.02 n•02 0.02 0 0 'T'01 0+01 a01 a01 0,01 0.01 0..;-.7 0.01 O.rl 0` • ` 0.0z O•02 0.02 ,.�'� O, pz 0.02 O.p2 ti'' 0.01 0,t1 a 0.01 0.01 - 0-02 0.02 - ap2 0.02 0,01 apl p,0, a01 apI 0.01 0y 01 �•`1 %01 0.01 a a, - _- 0.02 a02 0•02 .e2 ... 0.02 -,n� ,. 0•01 ... a_a1 - ... COMPACTED NYSDOT ITEM _203.07 LIGHT FIXTURE POLE (HEIGHT = 17.5 FT.) REINFORCED HANDHOLE W/ COVER AND GROUNDING MATCHING LIGHTPOLE BASE COVER 4 -ANCHOR BOLTS WITH THREADED END GALVELNIZED (3/4,o x 17" x 3 ) TYPICAL 3/4 ±AMFER W 1.0, t.c L A DETAIL "A" IDUIT, STUB UP INSIDE POLE ICRETE BASE CONSTRUCTION x 24" CONCRETE BASE 00 PSI AIR ENTRAINED) W/ 10. 5 VERTIC,AkL WI NU. 5 :S AT 12" O,C- VERTICAL iGRADE-UNDIST:RBED COMPACTED TO -01 -STANDARD u _ PROCTOR Light Fixture and Pole Base Detail Gt-APHTC SCALF ( IN FEET ) 1 inch = 30 ft. N.T.S. V 1%.0 1 ity Verity E igineen n- , D.P.C. .=J. Box a /4 Troy, "yew Yor-. 1- 2 18 1 S1Q.38D.7 200 ' veri-weng.Com IINTfRgRI3RII, INC. _ 881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com 3 `U Q r to � sG oC o Ll € � c Q Z CC d s � � I C ® a H - Q ! in LL ZD a v NE, 0 . 0943 IT IS A VIOLATION OF NEW " TATE EDU:. f. td LAM ARTI LE 145 FOR ANY RSON UNLES THEY ARE A' TTi UNDER Tu DIRECTION A LIC NS - PROFESSIONAL ENGINEER, TO ALTER 5 DOCUMENT IN ANY NA ALTERED ALTE I ENGINEER L AFFIX - = DOCUMENT . IR SEAL.3E TIG�y ALTEREu -11OWED 8 SIGNA RE. THE DATE SUCH ALTERAT AND A. SPECIF=---RIPTION G ALTERA ON. COPYRIGHT 2520 VERI ,.INEERING D D.C. ALL RIGHT RESERVED. DES16NED BY: A Y' 3 DRAWN BY: A W" CHECKF=U, BY: BTS APPROVED BY : AJV SCALE: 1" = 30' DATE: 02/26/2021 i s F TNG �E`Ss _ - AN 191 C- 6 01 D tl��'�' > LL CrN LU LU D '� j I i I I I 's - 1 W t w ; ­-IC.J 1, cc, Q , 0 O c� Ln CD uJ C cn v'? i ON e Q H 0 0 ay PLAN CAP — !` BRACE BAND WITH R� D CAP GA,F POST -t GATE FRAME RAI L I STRETCHER BAR E I - BOTT01M RATL (6' LEAF ETE PAD, SEE 5 AND CONCRETE �ivr_vvALK DETAIL. POST GATE - NOTES: T n RAILS STEEL 1. r-OS., AN.. ,.._�= SHALL BE SCHEDULE 4U v:r�� PIPE n CONCRETE 3. FOUNDATIONS SHALL 8E CON.. -.LT:_ WITH A ,A R D A ' MINIMUM �.8 ..,--. CONFORMING TO, ASTM F-1083 AND THE FOLLOWING SIZES: COMPRESSIVE STRENGTH OF 3,000 PSI. FOUNDATIONS SHALL BE THE FOLLOWING SIZES: POST/RAIL TYPE O.D. GATE 4" TYPE DIA, DEPTH CORNER/END 3" GATE/CORNER 16" 48" LINE 2" LINE 12" 36' TOP/BOT!OM RAIL lg" 5 G, .:E _ AMd. LEAF) lg" _ FEN°-E SHALL BE INSTALLED IN .-, D - ANCF P -- W i H ASTM GATE FRAME (>4' LEAFi L-567 E> SHALL BE " INSTALLED IN ACCORDANCE WITH ASTM r 9''w . 2. FENCE FABRIC SHALL BE 9 GpUUE WIRE SIZE, 2' MESH, --'-,NCR'--' rPA IPI L BE 6" THICK 4, ki- CONCRETE BLACK VINYL CHAIN LINK CO FORMING TO ASTM A-392; KNUCKLED AT THE TIP AND TWISTED AND BARBED AT E _.GX2.6 V F ON 12" SUBBASE, NVCD!1 TYPE 2. BOTTOM, WITH GREEN VINVI PRIVACY SLATS• O1 D€ampster €nc"ousure C 501 N•T•S• i ASPHALT WEDGE CURB, USE TOP _ ::' f FINISHED � I / COURSE MATERIAL GRADE SEE GRADING PLAN i — TOP COURSE, SEE PAVEMENT DETAIL f�-- --- - B1 E.� n.IRSE, SE- PA! `j NT DETAIL i s ' l ' SUBBASE. SEE PAVEMENT OFTATL j 08 \ Asp alt Curbing -50V N.-.S. _'G-N, SEE PLANS FOR FOR €' TYPE; FASTEN WITH BOLTS, NUTS, AND WASHERS OF STUN BOTTOM i ALUM. OR HOT -DIPPED ! GALVANIZED 4TEF1 SIGN POST, 2 LARBO EEL U POST, PAIN tL WT H t�-EN ENAMEL OR GAL!ANIZED S EEL; 3/8" HOLES AT 1` O C FINISHED GR11DE W /' e2 \ Sign Post Detail C 501 N.T.S. I ! SIGN BOTTOM ��— JOINT EXPANSION (TO SMOOTH BE USED AT FACE OF !FINISH i BLDGS, CURB, ETC.) 1" MIN, 1" MIN. —� PREMOLDED BITUMINOUS EXPANSION JOINT FILLER, 1" MIN, PULL DEPTH w, S=E,ALANT C ONTROI JOINT EXPANSION JOINT nETATI TOOLED CONTROL JOINT DETAIL is"/FT. AWAY FROM -BUILDINGS r?IDTI , AS NOTED ON PLAN -Z v,, . EI ii \\� Ali li 2„ 2" Ilk 141 ��_jj tOMCPOSE t 4" WIDE BLUE � STRIPES, DIAGONAL MIRAFI 140N OR —/; PAVEMENT STRIPES AT 45° APPROVED EQUIVALENT SURFACE 8` MIN, OR ( i 8' MIN. OR ANGLE, 2' Q.C. PER PLANS PER PLANS 6"x6" W1.4xW1.4 WELDED WIRE MESH TYPICAL ACCESSIBLE PARKING LAYOUT RESERVED . NO 30" PARKING PARKING j R7_R R7-1 E IIA AN r i I'i TIME NOTE: CROSS SLOPE NOT TC EXCEED I i I i J 1,5'% IN ALL D,RE(TIONS IN r RKIpj!_ P -E A._v ACCESS ;8:; MT11 "NUI PARKING ANY TIME" SIGN, TYP. ,--"RESERVED PARKING" "RESERVED PARKING" SIGN, TYP. SIGN OR "NO PARKING ANY TIME" SIDEWALK, SEE PLANS 27" Al HMINI e P POST SECTION `A" NYSDOT SUB -BASE COURSE TYPE 4 TOOLED CONTROL JOINTS 6` O.C. X 1" DEEP, SEE DETAIL ABOVE i ,YEN - R78a I 4,000 PSI _ONCRETE _ AISLES ace ��� � � NOTES: PIAN U T.(a'' ,nAX,) ELEVATION v , WIRE BRUSH FINISH `'LOpP.i TYPICAL FOR PARKING SPACE TYPICAL FOP, ACCESS AISLE 0 `,Accessible Parking Im� 0N.T.S. L � Y ! L}} I 2a"- 1 6' TRANSITION CURB ^11X6O" MEP:. LANDING CVEAL CONCRETEETE 6 CURBING NOTES. 1 ALL RAMPS SHAL' CONFORM TO ALL APPLICABLE FEDERAL 3" DIAMETER X 8' CEDAR STAKE ABOVE GROUND TO LOWEST BRANCHES I�:Ii7a1��1i�"1 ISOMETRIC _44-. I ,E 36"—_� END VIEW AND STATE CODES, INC.i_UDTNG THE AMERICANS WITH NOTES: DISABILITIES ACT K ;= 1I- NJ C,UPED RY DERO 1. FURNISH BIKE RAC- , RAMPS DESIGNED AT 7.5% SLOPE, A'S II' _ MINNEAPOLIS, MN., - u, RA-P, SHALL NOT EXCEED 8.33 / OG .,c no0D ADA Ramp C ,.. -501;/ N.T.S. {I � i E i DOUBLE STRAND OF 1 -> GA IGE G ALVA-- - -n K�' T - - GUYS C - SPREAD 12-103 A.D AR.I FROM TOP OF STAk-- _- - , - _ , BRANCHES GARDEN HOSE FRICTION GUARD EDGE Y 5 TO BE� j 511 8" MIN 0U,SICi OFF WHERE, lii 3 II STAKES ENTER GROUND G REP90VE ALL r IN AND APS, CUT AND I Ii I i j i R's"' 1E BI IRI AP ANO WIREFROM TOP �I v'i- f I•,`f �%1 /3 0F 'i'a LIALI REMOVE ---.HETTC Ij; if I MATERIALS, IF NECESSARY CAREFULLY EDGE OF MULCH RING �` REMOVE SOIL TO EXPOSE ROOT CROWN i� ;j. � �aT FINISHEDD 771 GRADE �`' CONSTRUCT EARTHEN BERM, t TI i 4" HIGH, FLOOD WITH WATER I A i if i TWICE IN FIRST 24 HOURS �°r III BREAK SUBSOIL - 4" SHREDDED HARDWOOD MULCH, WITH A PTCK M ,1 \ EXTEND OVER BERM - BACKFILL WITH NATIVE BACKrl-L 2X ROOT BALL IN 9" LIFTS, WATER EACH LAYER UNTIL SETTLED, DO NOT TAMP NOTES: 1, STAKES SHALL BE REMOVED AT THE END OF THE -I-.=T GR. WTNG SEASON AFTER PLANTING. 2. CONTRACTOR IS :45IBLE FOR SOIL AND MULCH FROM AROUND THE TKEE TRUNK, �'r.: LNG SURE TO EXP _ : HE ROOT RO 'Pv . AND PRUNE ROOTS THAT ARE VISIBLY CIRCLING OR STRANGLING THE FOOTBALL 4,DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE, WATER THOROUGHLY -F,F"- INSTALLATION. REMOVE TREE RIi .f_= AND STAKES T.0- YEARS AFTER INSTALLATION . 8,ALL TREES MUST BE 'A#.�E` AND APPROVED RY CONSULTANT WITHIN 14 DAYS AFTER TENDER CLOSING. 09 Tree Planting 5011` N.T.S. PUl i in- i BACK FROM RDC . -_-„ BREAK UP SUBGRj FS,TABLISH PLUGS SPACED IN TRIANGULAR PATTERN AT THE DISTAN..Y_ SPECIFIED TOP SOIL, UNLESS OTHERWISE SPECIFIED GROUND LINETO BESAME`AS AT rl-IF NURSERY W(� E-gyp/ LE e 3" SHREDDED HARDWOOD f' MULCH, EXTEND OVER BERM f '- CONSTRUCT EARTHEN ` D I S) I U R B E - -� BERM 4" HIGH — T ---a REMOVE ALL si. E .b`vD STRAPS I CUT AND REl BURLAP, REWIRE NOTES CAGE FROM : ID. KOU LL: REr.nVF r1THETIC MATLR_-ALS 1. TOPSOIL INSTALLED _t A I•'- MIUM DEPTH OF 6" ACROSS PLANTTv 6" MIN. BACKFTLL :sPi APTI'<u ,C'T1 MIXTURE IN 9 1AYERS. WATER 2. INSTALL ALL PLUGS WITH THE ROOTS NOTE: EACH LAYER UNTIL SETTLED. DO HANGING FREE, FILL AROUND ROOTS AND PLANTING PIT SHA' 1 RE TW'10E ?HE - T NOT -AMP GENTLY COMPRES4 THE S01L5 BY eiAiti D AMETPP nP Tye ROOTBALL OR SHALL EXTEND A MINIMUM OF 6" BEYOND THE 3, THOROUGHLY WATER THE SOIL BEFORE LLD RuvBALL; WHICHEVER IS LARGER AFTER PLUG INSTALLATION 10 \ Shrub Plantinc 11 \ PLUG PLANTING -501/ f N.T.S. tC-501-; N.T.S. 1. FINISH CONCRETE:= NT H EXPANSION (ISOLATION; JOINTS— 1/4" RADIUS EDGING TOOL_. SPACED NOT MORE THAN 20' APART AND BETWEEN SIDEWALK AND FOUNDATIONS, 2. MAGNESIUM FLOAT FI PROVIDE 1" X 5" BTTI1MINOUS T.T CONCRETE PERPENDIC-L K TO FILLER, SEE DETAIL ABOVE DIRECTION OF TRAVEL TO PRODUCE UNIFORM SURFACE. 04 Concrete Sidewalk C 501 N.T.S. 1.5" TOP COURSE, 12" SUBBASE NYSDOT TYPE 6 NYSDOT TYPE 2,, � 2.5" BINDER COURSE, ITEM 304.12 NYSDOT TYPE 3 1 ` `� _ ;F z=.L �. 12" SU- _ NYSDOT TYPE 2I ; ITEM 304.12 I l STABILIZATION \\ FABRIC COMPACTED SUBGRADE. NOTES: SEE NOTE #4 1. SUBBASE SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY ASTM D-1557. 2. PROOF ROLLING SHALL BE DONE TO VERIFY THE STABILITY AND UNIFORMITY OF SUBGRADE. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER. 3. SUBBASE COURSE SHALL HAVE NO MORE THAN (70) SEVEN PERCENT BY WEIGHT FINER THAN NO, 200 SIEVE. 4 CONTP,A,tCTOR SHALL PLACE SELECT FILL WHERE REQUIRED TO ACHIEVE S BGRADE ELEVATION. SELECT FILL SHALL BE COMPACTED TO 95 OF THE M. ENSITY ASTM D-1557. THE ENGINEER SHALL INUPEC, THE E_LC FILI IFIRICIR,. PLACEMENT. ST BI'_aZATION FABRIC SHALL B_ MIRAFI 50OX OR APPROVED EQ .-- 07 -\\Pavement Section 1 N.T.S. �J NOTES: 1, CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF NOT LESS THAN 4,000 PSI. 2. REFER TO SITE PLAN FOR RANSITION LOCATIONS ALL PROIPCUSED CURBING SHALL T ER1_j_")R'T E 4AT A STRUCTURE OR WITH A TRANCTT­pd. UNLESS SPECIFIED NO CURB -LNG SHALL - TERMINATE AT ITS FULL HEIGHT, CONCRETE SIDEWAI L' (SEE DETAIL THTS a OR LANDSCAPED AL a I r T I L FLUSH CURB; " REVEAL MAX. TRANSim ON LE + T:, r --.- REVEAL, PROVIDE TYP. UNIFORM TRANSITION TRANSITION 6"W X 18"H PRECAST OR CAST -IN -PLACE (SLIPFORM) CONCRETE CURBING IX" CORNER RADIUS 61T EXISTING OR PROPOSED I REVEAL, ASPHALT PAVEMENT TYi. COMPACTED SUBBASE, NYSDOT TYPE 2 - _ /� UNDISTURBED EARTH 1 12 Concrete Curb ,C_50 / N.T.S. erity Verity Engineering, D.P.C. P 'L. Sax 474 Tray, New York 121✓1 518.380,7200 ; vent -ye"_ ,Co.m c III NTBRPRIN ■9,.. INC. 881 Murray Road Middle Grove, NY 12850 518.=841.61,74 munterenterprises.r-n - a LEI LU Ln OiN — e o s r z o jjLj3 to $ 0- U_ w � LL LID w n Cl, N E4 2' % ." 14 .�Q 9 -- IULA TTIN Ir i4- YO_.R STATE EDUCATION LAW ARTICLE 145 FOR ANY 'Pt ACTING UNDER THE DIR€CTION OF A LICENSED _R. T141SDICUMENT IN ANY NAY. IF ALTERED THE TO TH_ DOCUMENT THEIR SEAL, THE NOTA-IL°N -.;NE THE DATE OF SUCH ALTERATION, AND - _ - .,.. , -R. .. E ,_ G _. . TGHTS RESERVED. DESIGNED BY: A,`V DRAWN BY: AJV v BTS PP-P--noVED BY. A--J'u` i-- ALE . AS NO I E!D DATE: 02/26/2021 I I I I i l I I I Cn Ln Ln I i i c 12f I c- C 1 I I w !.0 - LLd- Lri r, -Y , Ln cn LO z I LL.E i.iJ ' LLJ ! I H (N CN n ! ! I I 06 rj Lo f o l d Ln ru i 1 I 3 Q LU ®NN €J' - - TLS __ C' 5 0 1 / 0f 9 Lrl O c Ln S v 0 0 N s cn J H Q LN.i c. Ln LLI 1 LLB 77 I�, l 0 rT O 0 N i RESTORE ALL DISTURBED SURFACES IN KIND RENCH BACKFILL ` H LEI fi LESSER OF �~ 3*OD OR OD + 24"� ¢ I n; o xLL - LU Y ( i z f ¢ z u / oaf m o w ' \ ± w w m t ( m l I 1 z 4 i w ¢ NOTE: 1. COMPACTED ._ -ONE BACKFILL AND BEDDING TO BE GRANULAR PER SPECIFICATIONS OR A v.�. 2. TRENCH B„_x. IL_ ,O BE SELECT_. FILL IN LAWN OR NON -SURFACE- AREEAS, NYSDOT TYPE 2 SUBBASE FOR - PAVEMENTS AND HAR SCAPE AREAS. 3. ALL EXC.A TTON AND TRENCHING HTNG SHALL COMPi Y WITH OSHA REQUIREMENaTS AND ALL STATE AND LOCAL SAFETY REGULATIONS. ,f r?1 Typical Utility Trench retail CATICH BASIN FRAME AND GRATE AS MANUFACTURED -:Y NEE(tiAH FOUNDRY COMP PATTERN O R 3561 PLACE CONCRETE - °,ROUND FRAME LIMIT OF I 3 EXCAVA ION _L INLET -.._:_CTION SIMUL--ANEOUS (WITH INSTALLATION OF j- ATCH BASIN. I Iv I FINISHED"GRADE, GRADE PER SITE;'GRADING PI AN iREC T ING DRAINAGE TO CATCH 3ASIN �i 4" TO 12" OF "ADE ADJUSTiAE EN, USE CONCRE : Ups RINGS OR APPROVE4 .18LEN? 1 ! PRECAST CONCRETE CATCH BASIN AS MANUFACTURED I BY FORT MILLER COMPANY E P L PIPE, AS SHOWN ON 1 c,TTEIUTILITY PLANS 30"--i APPROVED GRANULAR BACKFILL —i ! { MAT -Al _OMPACTCC TO 950 t STA:a, AREU PROCTOR DENSITY 3 121l SUMP, MIN. I .Y ! MTA_ r t - UNDISTURBED SUB- - DE u2 Catch Basi =r 50 N:T,S. RIP -RAP ON EACH -� STDF nF PTPF I H1AX. TOP OF RIP -RAP TO ELEVATION OF PT PE CENTERLINE ON SI E S_OPES OF CHANNEL , T, 12" MIN. FILTER FABR111 i HAI- 140N OR APPgO`EC RIP -RAP EQUIVALENT SECTION END SECTIONS ? DI.' FROM STRUC, iIN} =°tiV BEAK ! (FT (CFS) t US (TN } i La `rT,} W i T (FT.) CB-1 24 322.00 13,50 1 MIN. MIN. ""IN. MIN, NDS-1 I 326.50 1.80 MIN• I MIN. MIN, ! MIN. f-- LIMIT OF RIP -RAP NOTES: a o 1. MINIMUM APRON LENGTH (La' TS 6 FEET, E a 2. MINIMUM APRON WIDTH (W) IS 7 FEET. 3. MINIMUM D,0 IS 4 INCHES, SEE TABLE R 4. APRON WIDTH AT PIPE SHALL BE THREE (3) TIMES --F°PE DIAMETER. 5. T NLFTQBEINSTALLED WITH THE MIN'�i. !YS PROVIDED UNLESS OTHERWT�En t i MINIMUM rt � ^NKET THICKNESS (T) lr ;FALL BE 12" UNLESS .OTHERWISE NOTED, PLAN o Riprap Outlet Protection C 502/` N.T.S. MANHOLE COVER AND GRADE RING, SEE DETATL THIS SHEET '`SEE PLANS FOR COVER. TYPFT 30" SQ: COVER; NEENAH R-1557 RND. COVER NEEPSAH G-1878 AGL OR APPROVED EQUIv ,LE'=.S MORTAR INSIDE AND OUT q Tr — r M COURSES 12 MAX. 2, AS REQUIRED TO OR BRING FRAME TC 30" FINISHED GRADE PRECAST CONCRETE MANHOLE SLAB TOP 12" O.C. ;H 20 LOADING) PRECAST REINFORCED h�" I MANHOLE SECTIONS, m� CONCRETE MANHOLE STEEL REIPdF, (GRADE 60} SECTIONS BY FORT 0 N� ALL f I COPOLYMER POLYPROPYLENE 1 DIAMETER MILLER CO.;INC. OR MANHOLE STEPS, M.A. PER PLAN APPROVED EQUIVALENT INDUSTRIES OR APPROVED I EQUIVALENT 1 __'� —BUTYL ROPE OR APPR VL, f EQUIVALENT, TYP. I Z Litt BOOT v OR Y ®R ORS OR APPROVED EQUIVALENT IF, PIPE OarA �' iiP� IN 'QCQSEWE 4F i A 0F WATER' I CATCH N HOOD Bey e COMPACTED SUBBASE. ,- 12" SUMP , AS rt OR APO_= _ � �_ 1 NYSDOT TYPE 4, =P. ! j ! g T EQUIP _-.-, Y __ O GRANULAR t WER ' BEDDING, INTEGRAL WALL v,_ S AND BASE SECTION OR EA1�1- 1. MA - WATER II 1 MA_ t SA SE,,N i ��— , -.., EA n° TOE AT QR OF Sip 18 �''TTpM SEWER 4 32" COMPACTED SUBBASE, BO ! -_.a 12", �+ NYSDOT TYPE 4 NOTE: TYP. NOTES: WHEN AiPPROPRI TE VERTICN_ ION CANNOT - + FED THE i APPROVED FLAT TnPS MAY BE UTILIZED FOR _FALLOW ST„UCTURES. CONTRACTOR SHALL CONSTRUCT v.F -F THE FOLLOWING = .iONB: - ,N THE TOP SHALL BE ,��� FOR ;??�:� LOADING, ,.G OPENING SHA ' -BE PLACED OVER ! r,F STRUCTURE STEPS. _ . WTTF 's) TEN FEET 10' } OF CROSSING -LL fISTRUCT SE=ti GROM C-900 PVC PRESSURE PIPE. TEST T, _-:_; 'SI TO ASSURE _. EXCAVATION SHALL BE KEPT DRY AND DEWA; FRFD AT ALL TIMES. WATER :=_PTNESS. „�NLY 3 NTTPE STRUCTURE ' BE BACK-CED WI,y GRAVEL THOROUGHLY , 2. ENCASE HER THE W.A ER MAIN OR SEWER M AIN IN A L°" TED IN 12"" !ifs LIFTS WHEN INSTALLED] IN EX`IfiG OR WATER �I CARRIER E. CARRIER L?E MATERIAL SHALL BE PROPOSED TOWN RIGHT-OF-WAY. C 900 PVC PRESSURE PTPC OR C-906 HDPE PRESSURE PIPE. Ie ' S tar ; 6 eye -Water Crossing 05 anhCo L� C-502 N.T,S• \C-50 N.T.S. --- 60 - NOTES: 1, ASPHALT CONCRETE TOP COURSE - 1 1/2" AFTER COMPACTION. NYSDOT -+ SHOULDER 11' TRAFFIC LANE 11' TRAFFIC LANE - ITEM 402.128204 - 12.5 F2 TOP COURSE HMA 80 SERIES COMPACTIONn i DOUBLE YELLOW AND WHITE LANE THERMOPLASTIC � (TYPE 7) I STRIPP-ING PER SARATOGA CO. DPW STANDARDS /" �I ASPHALT CONCRETE BINDER COURSE 3" AFTER COMPACTTON. NYSDOT =PER FT SLOPE 1 PER FT SLOPE 4 I / a PER FT SLOPE TTEM 402.258904 TYPE 3 - 25 F9 BINDER COURSE HMA, 80 SERIES ( 4 I I - OMPACTION j 3. ASPHALT CONCRETE SHOULDER. - 4-1/2" AFTER COMPACTION. NYSDOT TTG. ;:, T- SHOULDER COURSE L ! , 80 SERIES a-�M 4C2.��ts�,� ma,5 F9 ±xL UO SHOULu�. , 4. SURGR;ADE COURSE CODMPAVCTED TO 9 : CODIFIED PROCTOR MINIMUM. 5. A TACK COAT MUST BE APPLIED TO THE BINDER COURSE BEFORE PLACING THE TOP COURSE IF MORE .HAP! 48 HOURS HAVE ELMP_ED AFTER PLACING THE BINDER COURSE, s. HE CONTRACTOR S ALL INSTALL ` TOPSOIL IP3 DISTU�;uED AREAS TO — 4" MIN. NYSDOT ' EM 303.01 E SEEDED THE CONTRACTOR WILL PROVIDE FINE GRADING ANDSOIL OPTIONAL FIEXIBIE SHOULDER AMENDMENTS. 7. AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFT'S TRIPLEX GENERAL MIX. OR APPROVED MIX. AT A RATE OF 5 LBS PER 100)0 SF. f 0 Typical Roadway eCt�t311 STARTED FERTILIZER (5-10-5) AT 40 LBS PER 1,000 SF AND MULCHED '.WITH STRAW OR HYDROSEEDED ��.-50 I�N,T,S, RIP -RAP DIMENSIONS ! Dsu (INCHES); j I drAx (INCHES) MIN. BLANKET THICKNESS (T. INCHES) i 4 6 12 i 6 9 14 I 9 14 I 20 12 18 I 27 - 22 1 32 T 18 27 32 21 I 32 1 38 24 36 43 SET: FRAME IN MO'TAR BED — STEEL REIN ( GRADE 601 COPOLYiE PDL v[PROPYLENE HOLE STEPS; M.A. ONE-WAY INVERT -!<-TRIES OR APPROVED EQUIVALENT TRACER WIRE, SEE NOTE 1 i ALIGN 0.8 DEPTHS OF--, DIFFERENT SIZE PIPES JOINT; BUTYL ROPE AS 4 PRIMARY JOINT SEALER 1 i CATCH BASIN GRATE REINFORCE[ CORNERS CC AREA, LI FT STRAPS OVERF .;W PORTS . R E 0 U I RED SILT SACK BY DANDY PRODUCTS, INC. OR Ai -PROVED EQUIVALENT DUMPING STRAPS CATCH BASIN INLET ` E 11 Insert Lnlet Protection �C 50 N.T.S. PIPE ECTION INTO HOLE, TYP. A PLAN F:^Rr^ SMOOTH CURVE 11" DIA. 0.10' MIN. i I ! DROP ACROSSI —.. MANHOLE D" DIA. (PER PLAN} "T'' WALL 0.8(ID) L THICKNESS PER TABLE INLET AND 'FOR.MED BENCH, SEE DETAIL STANDARD INVERT THIS SHEET, ! L � . R. PIPE ! - �7LWC!- PIPE i f TABLE "D" DIA. " WALL THICKNESS 4'-0" 5' MIN. 5`-0" 6` MIN. USE AIR ENTRAINED CONCRETE 4000 PSI MIN. WET ncr ONLYv r —n Dt„Gl ATte,C; �o U4i) Sewer \C-502;J N.T.S. 4' SHOULDER I PER FT SLOPE I LT CONCRETE SEE N'U I ES ) -12" MTN. SUBBASE 'SEE NOTES"' MULTTPLE INVERT TRACER WIRE,—, SEE NOTE 1 IN INVERT ; FORM SMOOTH. CURVE >✓\ OUT INVERT SMOOTH DROP INVERT FILLET B SLOPE TOP OF STEEL TP.Gt BENCHWALL 2"PER PLPc G00? (TYP.) SMOOTH ALL CHANNEL S 1 BEN H.I ALL 11 SURFACES ---� ��-•� CHANNEL DEPTH INvTAll- t 50LID = CAST -IN -PLACE CONCRETE AIR , �-- SAWED A�F ENTRAINED SECTION "A" PIPE MAY BE 40OOPSI MIN USED NOTES: 1. TR {TRE SH; ' TERMIN E BETWEEN TH= ANHOLE RE AND GRADE ADJUSTMENT, DO NOT TNATE AT _ORE LOCATION. / Sewe. - Invert, Chi Yet, and Bent wa_��_s FINISHED.! GRADE MAX. DROP 2` N.T.S. SOLID COVER TO BE LAG i_^, "SEWER" FOR SANITARY SEWER AND "STORM" OR "DRAIN" FOR STORP1 SEWER OR ROOF LEADERS CLEANOUT ADAPTER A.ND PLUG o ! j_—� CLEANOUT FRAME, MODEL I #18111 AS MANUFACTURED BY T GENERA FOUI R_ES, INC., �! 4 r `JCnETE NORTH BRUNSWN K, NJ TERMTTI77 Rj nCKS ` '- - 45' BEND, TYP. -vR SUPPORT l Per (SIZE PER PLAN) `---- - - - - -- , I ) \ 45' BEND OR WYE 10 Sewer - Cleanout C-50� N.T.S. r VIA r _ Verity Engine -el Ing, DPP.O. Roz 474 Troy, New York 12181 5. 12 R389.7200 1 v eri enQ.com rm Ft TaRPR96f 3 INC. 881 Murray R. Middle Grove, NY 12850 5iIS. 584.6174 munterenter rsse-.com Ln E a 3 z a _ o _ z y If z a u g --. 0 - ¢ M n z ce— ul r ul ¢ gr— j u 1 m6 LL o E ¢ Ld a w u ` tV 3 k *� 4 {(f � I , i k n. u _T IS A VIOLATION j1F NEW IRK STATE LAW ART CLE 145 FOR LNY PE SUN UNLESS THEY APE ACTING UNDER-IRECTION OF A TCE,SED PROFES d tSINEER TO AL _ ­-IIENT IN ANY WAY. IF ALTERED "E ALTE rc SHALL AF �CUNENT T . THE NOTA I,N "ALTERS,,_ 3WED BY TH - THE DATE OF A_T RATION, AN A SP _ON OF T --�. COPYRiG _., .: iY ENGINEER_`._ ALL RIGn -v!'D. DESICINED B• , ArV DRAWN BY. AlV CHECKED 13 :" . BID APPROVES= BY: AjV SCALE: AS "vOTED DATE: 02/ 26/2021 : a Ur T L'� i -0 8 0f 09 ■ ' I I i i ! 3 i : ! 1 I 1�{� � j� i I i =� (D O ! O (D w � I � O � i i 1 I � I I I I W � ti r i I I I I i I CV I (V N N � . In 00 N I G, CS � li7 N I I > i I i I i ° I TOPSOI! ; SEED & !`MULCH - TOP OF BERM FLEV:323.00 TOP OF SPILLWAY RIP -RAP, NYSDOT / ELEV:322.00 LIGHT STONE FILL 5 3 INFILTRATION BASIN �" TOP OF BERM FTLTER FABRIC MTRACI � {" ELEV.3ss.00 3 TOPSOIL, SEED 140N OR APPROVED I` 3 EQUIVALENT - -� & MULCH � � ! \ � �. SE-CTIGN ; OP OF SPILLWAY RIP -RAP, NYSDOT PROS _Li - €ERMINATE H,31 P RAP V:322.00 LIGHT STONE FILL, AT BOIJOM OF SLC'PE 12" MIN. DEPTH $ NOTE: EMERGENCY SPILLWAY RIP -RAP SHALL BE GROUTED IN PLACE, NOTES: r F 1. FQREBAY TO RECEIVE 12" CLAY LINER, MATERIAL TO BE APPROVED BY THE ENGINEER, `�" --INLETS, SEE 2, AT NO TIME DURING CONSTRUCTION SHALL THE INFILTRATION BASIN SERVE AS A SHEET C 121 SEDIMENTATIOF. BAST":, DRAINAGESHALL NOT BE DIRECTED TOWARD THE PRACTICE UNTIL �Z ALL CONSTRUCTION HAS CEASED AND A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 80-. OVER THE ENTIRE PERVIOUS SURFACE HAS BEEN ESTABLISHED. 3. REFER TO SHEET C-121 FOR AREAS OFF FILL. ALL PLACED FILL SHALL HAVE A MINIMUM - OBSERVATION WELL, SEE DETAIL INFILTRATION RATE OF 10"/HR. THIS SHEET 4. ALL FILL MATERIAL SHALL BE INSPECTED BY THE ENGI"BEER PRIOR TO PLACEMENT. TOP OF BASIN -1F LTRATION II <<, ` � 3 FT_ WIDE BERMLBB � E A_ : \ \ ELEV.: 323.00 f ,EFT C 22 = T RIP -RAP SET!L WAY ELEV.. 322,00 WATER QUALITY NOTES: \ ION REFER: -0 THE ` ; ORMWATER POLLUTION PRE!`LS T TON F_...' AND STO r.,.,.. -R / / MAC::' EVENT REPORT FOR WAIT-." ALITY - / CALCULATIONS. ! INFILTRATION BASIN #1 3�5 .324, RRy R EQ ' D : 11, 768 FT` (0.270 a f . ) RRv PROVIDED: 11,766 FT (0.270 af.) WQv REQ'D: 11,768 FT (0.270 of . ) RID -PAD t T _ DEcznn T WEIR AMEN, WQv PROVIDED: 11,768 FT3 (0.270 af.,, ELF:`: 322.00 330 EL vOL STORM EVATION , :CF) 325 YR �: 325 1-YR 322.16 5,097 10-YR 25 YR�OO _ _ - - 10-YR 322.84 10 0 -u' _. e E.: n { _ . ATION ,. wl _... �, ,r. , . 25 YR 323.33 14 14", - _®--_ I ,- _ -: ;-. "'L„REBAY -. - - 115 - > Rt ,.S ,. -.. -._- m� CLAY..ER,15 310 3' v)I - _E- NOTE #I _' SEP.AR T10N TO S.H.G 14 tration Pasin 4I O1 In i 503 T.S. -POLYE,; Lt!vE LINER SHALL E INSTAi AT INLET, LE' ` IN. 20 a LENGTH, PAIN. J 8' WIDE, CULTEC NO, 2OL PLAN INSPECTION PORT, SEE DETAIL THIS SHEET, SEE PLAN FOR LOCATION(S) PAVEMENT OR TOPSOIL, AS REQUIRED PAWPIVtNT SUBBASE IF RL.UIRED 95% COMIPACTIED FILL, AS REQU!# REFER TO GRADING PLAN 95% COMPACTED FTLI AS REQUIRED, REFER TO -,�_AnING PLAN POLYETHYLENE LINER SHALL BE INSTALLED BELOW ALL FEED CONNECTORS, MIN, 8' WIDE; CULTEC F.O. 20L 1-2" CRUSHED WASHED •TONE, NYSDOT STZE 3 NOTES: 1. REFER TO SHEET C-121 FOR INSPECTION PORT LOCATIONS !� SYSTEM ELEVATIONS ! .NFILTRATIO^i TRENCH L W ELEV . A ELEV. B I-1 #1 52,5O' 16.00 325:21 328.75 T-1 #2 31.50' 6.33' 325.21 328.75 DRAINAGE SWALES, STORM DRAIN INLETS, WETLANDS, STREAMS AND OTHER SURFACE WATERS STGN IDENTIFY-Na-- - STTE AS A CONCRETE WASHOUT AREA PAVED ROADWAY -� FENCE L PL,,,,--jr LINER BE ^J TOP OF Pl T .. EAR EN BERM, SAND BAGS ONE, OR OTHER s - P-1 ASTIC ' tiFR I � -S MINIMUM SECTION A - EARTHEN BERM, SAND BAGS STONE, OR OTHER S;RIICTURAL APPURENANCE ) a �- CONCRETE WASHOUT AREA MINIMUM S'x8'x2' LxWx!1 A� FENCE /-- _ V - WIDE CRUSHED STONE ENTRANCE FROM PROAD TO WASHOUT AREA 12" NO 1 CRUSHED STONE FROM PAVFrj ROAD TO WASHOUT AREA SLOPE TO FAC1L_!Y" NOTE: ALL CONCRETE WASHOUT FACILITIES SHALL -_-1 IN A[ rnR CF TO T BE CONSTRUCTEL _ _..DANC_ ._ THE 2016 NEW YORK STATE STANDARDS AND SPELT -(CATIONS FOR EROSION AND SEDTMENT CONTROL MANUAL, SECTION 2, PAGE 2.24: STANDARD AND SPECIFICATION FOR CONCRETE TRUCK WASHOUT. MAINTENANCE; T. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPEC-EL AILY AMA,5 O', LEAKING FACILITIES SHALL BE DEACTIVATED AM -PAIRED OR REPLACED TMMEDIATELY, EXCESS RAINWATER THAT HAS ` ,SLATED OVER HARDENED CCF SHOULD BE PUIMIPPD TO A STATTITZFD AREA, v C:; AS A GRASS FILTER STRIP. 2. ACIIIIC ATED HARDENTERIAL SHALL BE REMOVED WHEN 75 OF THE S:.,.,..uL ..APACITY C'- THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE. 3. DISPOSE OF THE HARDENED MATERIAL OFF -SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON -SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF T11- PROJECTS S'rvPPP. IN THAT CASE, THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED, OR BURIED AND COVERED WITH A MINIMUM OF TWO (2) FEET OF CLEAN COMPACTED EARTH FILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION, 4 HE PLASTIC LINER SHALL BE P AED WITH EACH CIEANTNG OF THE WASHOUT FACI 5. INSPECT THE PROJECT SITE FREQUENTLY TO ENS"''PE THAT NO CONCRETE DISCHARGES ARE . KING PLACE IN NON-DESICNAIED AREAS, STRUC IICA! APPURENANCE / 02 ;\ Concrebe washout 4" =-EA GRAVEL OIRC-503f,• N.T,S, RIVER _ +E �``` S ! RM FAT -t MANAGEMENT PRACTICE BASIN/POND BOTTOM----,,, 6" PVC THREADED CAP, \ t FLUSH WITH GROUND INFILTRATION B._SIN \\\ SURFACE -- PROJECT TDENT:IFICATION: r I SPDES NYR ! I C ! ' MUST BE MAINTAINE:- IPv ! ACCORDANCE WITH O&M PI AN UNDISTURBED MATERIAL NO NOT REMOVE OR ALTER P 1 z ! i FILTER FABRIC, TR,�F " M_, I 1 Pv OR A PROVED EQUAL ' r CLEAN WASHED #2�-- 3 SHONE " - PERFORATED ._ .. v PVC PIPE ! SYSTEM STATTS TICS INF - ION R WC CHAMBERS/ROW ' - D ACCESS - I i10 . ,-..ORS '�IRTS ! ! I-1 #2 i I 4 ! 1 STORM EVE: i i E.Er :S - I-i #I j STORM PEAK STORAGE I E4'FNT PEAK ELEVATION ! ;ri FT ) 1 7R 325,33 41 10 YR 326.18 491 I 25-YR 1 326,73 i 865 I 100-YR 328.44 1,764::j STORM EVENTS - I-1 #2 ! I STORM I I PEAK STORAGE ! ! PEAK ELEVATION EVENT CU. FT.) 1-YH. 325.21 10 325,36 25 YR j 325.92 1OC;_YR I 327,41 _LI SAND FILTER 6" 8" --/ i I -SET PIPE ON BRICK {f 2' MIN ---I OR CONCRETE BLOC; 03 Observation Well C 503` N.T.S. PAVFMEN OR _ .liSHED GRADE 24" MIN. SQUARE 14.5"- ! 1 �IO.zS"- NEENAH FOUNDMOO.-L R-5900 A OR EQUAL) HEAVY DUTY FRAME AND LTD 12 IN. SDR-35 / \\ S .. 40 PVC COLLAR F F -O PLACED CLASS ONCRETE \MAINTAIN 6 IN. CLEARANCE BETWEEN HEAVY DUTY LID AND PVC CLEAN -OUT CAP - 6 N, SDR-35 / SCH, 4c+ PVC END CAP CLEAN-GU-1 ADAPTER W/ SCREW -IN CAIP I' TRIM CHAMBERtSPECTION PORT-� I� 1 I 11 6 IN. SOk 35 KNOCK OL -'- 1A I CH 0 D CE !, 11 S,CH. 40 PVC P.I SER 6 IN. INSPECTION PORT PIPE 6 IN. SDR-35 , SCH, 4.0 PVC COUPLING 6 IN. SUP SCH 40 PVC PAVEMENT (INSERTED 8 _,. T;TO CHAMBER) 09 inspection Po, t Llnde- nd Tnf- 'tratio ! Tench -2" CRUSHED WASHED CATCH 'BASIN HOOD, S-:'NE, NYSDOT SIZE 3 SNOUT MODEL 24F AS �SIU'E PORTAL FOR FEEL, ET„ v PC°! YETHYLE aE INFILTRATION -- f h:A!� NON -WOVEN GEOTETILE FABRIC, PMANUrAC:�RED B: CO,�„ECTOR, CULTEC , TYPICAL ALL SIDES AND TOP, BEST MANAGEMENT CHAMBER, AS 1AA;UFACTURED BY ` j HVLV FC-24, INSTALL i DO NOT INSTALL ON THE I CULTEC, MODEL 330XLHD I AT FIRST AND LAST PRACTICES, INC. OF BOTTOM OF SYSTEM, rMTRAFI CT EAST NACDAM, OR c CHAMBER OF EACH ROW 140N OR APPROVED E:?UA-L 4" TOPSOIL -� APPROVED EQUIVALENT - -- a ' AV_ -- - ~ > 95% COMPACTED FILL, f� AS REQUIRED, REFER TO GRADTNG P' _H - I A P 1 ,i I I~ ;ELEV, dii Ln 3 iIf F - -� I I, r I 9 I I - _ I� F II. I i, -!I !II I T 'I 1, 1' I U O I =1 r r li 1 a 3 " i ag I :8- + I ) 't I !I 9. P 1 I4 Fii H L4 T� 1 - 1 EL EV.A # 4 12" I ---- __-_ y-1-___-_------- �------®___®---TOOT s I - 2." INLET/ T� UNCOMPACTED "-->4' SEPARATION TO OUTLET SUBGRADE SEASONAL HIGH PPP E I L E GROUNDWATER Underground Infiltration Trench N,T,S. S T FJRP?WH MANAGEMENT :PRACTICE UNDERGROUND INFILTRATION TRENCH PROJECT IDENTIFICATION: SPDES NYR MUST BE MAINTAINED IN ACCORDANCE WITH 4 PI AN i NO NOT REMOVE OR ALTER TH DES N BAAIN -POJECT N NUMBER - SEPARATE POST uG MAY BE ARBY FENCTNG S ' ,IN3U EL BAND CLAMPS SOIL RESTORATION REQUIREMENTS SOT! RESTORATION I I TYPE OF SOIL DISTURBANCE j REQUIREMENTS I COMMENTS/EXAMPLE I - DISTURBANCE NO SOIL DISTURDA!vC_ _ R I RESTORATION NOT PERMITTED (PRESERVATION OF NATURAL i i FEATURES ! MINIMAL SOIL DISTURBANCE RESTORATION NOT REQUIRED (CLEARING AND GRUBBING 'HSG A & B: APPLY SIX INCHES ! I I AREAS WHERE TOPSOIL IS (6"; OF TOPSOIL PROTECT AREA FROM ANY STRIPPED ONLY NO CHANGE IN ; ONGOING e,,NSTR.UCTION GRADE iHSG C & D: AERATE AND APPLY iACTIVITTES I I (SIX INCHEr t'� t OF TOPSOIL � I I;�IIY I SG A & B, AERATE* AND APPLY ! l �Irr INCHES (6" OF TOPSOIL ! :AREAS OF CUT CAR FILL i ! I �HSG C & D: APPLY FULL SOIL j ' RESTORATION;, (KEEP CONSTRUCTION EQUIPMENT KEEP HEAVY TRAFFIC AREAS ON SITE CROSSING THESE AREAS. �(ESPECIALLY IN A ZONE 5 25 (APPLY FULL SOIL �TO PROTECT NEWLY INSTALLED FEET AROUND BUILDINGS BUT i- i-- IPESTORATION** (DE -COMPACTION !PRACTICE FROM ANY ONGOING NOT WITHIN A 5 FOOT iAND COMPOST ENHANCEMENT) CONSTRUCTION ACTIVITIES i PERIMETER AROUND FOUNDATION ! CONSTRUCT A SINGLE PHASE WALLS) OPERATTON FENCE AREA IRESTORATION NOT REQUIRED, AREAS WHERE RU OOFF REDUCTION BUT MAY BE APPLIED TO I OP IN FILTRATE.:_ PRACTICES IENHANCE THE REDUCTION ARE APPLIED ;SPECIFIED FOR APPROPRIATE ! RACTICE I ''SOIL RESTORATION** IS ,RE -'QED ON REDEVELOPMENT (PRO S IN AREAS WHERE REDEVELOPMENT PROJECTS IEXI..TNG IMPERVIOUS AREA 'WILL BE CONVERTED TO !PERVIOUS AREA. USE r n. W TTi.i INCLUDES MACHINES IMPLEMENTS - ;ERA r _:y..LUDES .H� BSc OF ,:ti� :�NES SUCH A_ TRACTOR -DRAWN �::: m�::�NTS Wes,:: COULTERS MAKING A NARROW SLIT IN THE SOTL, A ROLLER WITH MANY SPIKES MAKING INDENTATION IN THE SOIL, OR PRONGS WHICH FUNCTION LIKE A MTNI-SUBSOILER. ** SOIL RESTORATION PER "DEEP RIPPING AND DE -COMPACTION, DEC 2008." https:r'/www.dec.ny.gov/doc5/water_pdf;infildecom08.pdf NOTE: STOCKPILE HEIGHT NOT TO EXCEED _ 2 I SLOPE OR LESS I 7 GRADE ./ SLOPE - ---- --- .. -�--- _ _. / ` / SLOPE iI COPvCRE T E � SILT FENCE ---� IROSIVE COATING AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE 4. SEE ADDITIONAL DETAILS FOR INSTALLATION OF SILT [ON OF POST IN DRY AND STABLE: FENCE, WITH CONCRETE 11 -iAiIM S OOF OF CTOC T_ C CILIA I DC i -] TCMO6 PAD DCD TNr7CTCD RTI/CC MAV OF DC1111TDCll TV -..._°III ILUr1_ --i UI Vl.KP1i__ -JI Il1LL UL .� L 5. ILe :3 U:eKf\1 rLllll iL.L Dll\LU I'FP\1 UL IILI{Ulf1LL' DIREC: CLEAN RUNOFF FROM STOCKPI LE AREAS. REFER 3. SILT FENCE SHALL BE PLACED 1O FEET DOWiSLC:PE OF TO EROSION AND SEDIMENT CONTROL_- -V1 EACH PILE. !UPON COMPLETION OF SOTL STOCKPILD-IG, TOPSOIL S+.ALL BE S --; IZED WITH BLED AND Pi - CH 8"o IF NOT TO BE DISTURB. -En TILIZED Wi!HIN 14 DA'S. StMana-M!ent S®ge 04 Sei° Stockpile Stabiiizatien N,T,S. WOVEN WIRE FENCE _ (MIN. 14 1/2 GAUGE WJ MAX. 6" MESH 10' MAX. C. TO C. `�.SPACING) 36" MIN. LENGTH FENCE POSTS DRIVEN MIN, 16" .INTO GROUND. HEIGHT OF FILTER 16 MIN. A"TAli , PERSPECTIVE VT FW 36-" MIN, PENCE C_ POST FIRE FENCE :MIN. 14 GAj. GE tW/ MAX MESH SPACING 141T4 ! TFR CLOTH ! 120"MTN. FLOW - Ri UNDISTURBED GROUND COMPACTED SOIL - EMBED FILTER CLOTH -Ai 16"MIN, A MIN. OF 6" IN GROUND. ---) ­4 4" 1 - SECTION VIEW CONSTRUCTION SPECIFICATIONS T 4 7 FENCE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY IC ._.lCF POST_ WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. FASTENED I "C !1T' SECURELY r :- !' la 'v .d -� TO WOVE. - 13_ . PENCE : 0 BE F,,.,,E, E= SECS 2. FILTER CLOTH TO BE .�TTee EVERY _ , AT TOP 8 ".: MID S..,ION, N WO WIRE, Ir 1 2 GAUGE-:,. 6" MA XIMUM MUM.. MESH OPENING EACH. 1 - ' i T i r S ,A. I N ADJOIN i ) ! SF_- F. : EAU. HER THEY BE F(rN _� ER CLOT _OIN _ . �+ c TWO _ s.�NS OF OVER -LAPPED BY TN'P F FO D=n- TITER CLOTH SHALE _E EITHER. _. SIX _,t_H_S AND :..��_�. F_ FILTER X, MIRAFI 100X, STABILINKA T1ON; OR APPROVED EQUI„,LENT, 4, PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED r-w a. V - vT . S. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE STLT FENCE. j' 07 Silt Fence \c-503 N,T.S. C FO N T S 50' MIN. EXISTING j STONE PAVEMENT----,, i _ 3' S, I PAVEMENT 6" MIN, d L- MOUNTABLE BERM FILTER (OPTIONAL) CLOTH PROFILE EXISTING � GROUND 7 50' MIN. l # c EXISTING j 12' MIN, I I2' MIN. EVENT I PLAN VTEW i F ! 1. STMIF SIZE USE 1-4 IN'--!-" STONE OR REC AIMED OR RECYCLED CONCRETE EQUIVALENT. 2, LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY:,. 3. THICKNESS - NOT LESS THAN 6 INCHES. 4. :WIDTH 12 FOOT MINIMUM, BUT NOT LESS THAN THE HULL WIDTH AT POINTS WHERE 4. INGRESS OR EGRESS OCCURS, 24 FOOT IF SINGLE ENTRANCE TO SITE, 5, GEOTEXTILE - W'ILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL A MOUNTABLE RERM WITH 5.1 SLOPES MILL BF PERMITTED, i i 3 T "'-� T 1 1A THE A.. � t.. TP A :� - F '� H�a`;" ON '=,..__.. WILL l.. .,•�_D IN .DITI :E ENTRANCE SHALL BE 7 _MANGE .__. .._ .._. r�HTSC.v-.`aT TRACK r OR FLC_�_ SEDIMENT ONTO PUBLIC - , ALL T - - R1vHT5 OH W3 .UST BE inaASH OR ONTOO PUBLIC S9:E�iT SPILL_, DROPPED, WASHED, „E lED IMMEDIATELY. 8. WHEN; WASHING IS RF, UTRED, IT SHALL BE DONE GN AN AREA STAB TI TIED WITH ST,,k! Amn WHICH DRAINS INTO a APPROVED SEDIMENT TRAPPING DEVICE. 9 PERIL i,, INSPECTION AND NEEDED MAINTENANCE SHALL BE PRO! TDED AFTER EAC-H, RAIN- __ EVENT, ' Q8 Construction Entrance C-503 N.T.S. _r RIC v Vent I= gineerinq, D.P,C. _ BOX 47 4 T � rny, � �� York It - ! 8_389.72001 1 t eritv_ IN b.- 881 Nshurray Road _ Middle Grove, NY 12850 518.584.6174 � munterenterprises.c ;m af PIN af g z o v 0 i- • < a 3 g� [ Ln w � z H a J e a o € Ln Io H � - u i - s € ILD LU § LL 3 � N wf 094 33C't _ h� s --Esslo IT IS A VIOLATTON C� NEW YORK STl:.TE EDUCATION LA',1 ARTICLE Ids FOR. ANY PERSON, UNLESS THEY ARE ACTIPa:; ..-- THE DIRECTTON OF A LICENSP, RROFESSIONAL E,r;NEER. TO ALTO :UMENT IN ANY WAY. F ALTERED, - ._TERING ENGIN< n FIX TO - CUNENT THEIR BEAU T1qE NOTATIOfi TERED BY" F R SIGMA- ...E DATE OF SUCH ALTERATION, AND ALTERATION. Curr SH 2020 VERITY EN.-;FERINU D.P.C. ALL RIG TS RESERVED. DESLu U BY: AJV DRAIV74 BY: AJV CHECKED', BY: BTS APPP=VED BY: AJV SCALE: AS NOTED DATE: 02/26/2021 i I I >.' rn > uET, iLS C - 503 9of9 I I ! I _ �I�' II I