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HomeMy WebLinkAbout20190467 Station Lane Apts Plans As-ApprovedSTATION LANE APARTMENTS CITY OF SARATOGA SPRINGS * SARATOGA COUNTY * N EW YO R K GENERAL CONSTRUCTIO4 NOTES 1. ALL TRAFFIC SIGNAGE FOR THE PROPOSED DEVELOPMENT SHALL CONFORM TO THE NEW YORK STATE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR URBAN EROSION AND SEDIMENT CONTROL. 3. ALL DISTURBED AREAS TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH TO ESTABLISH A PERMANENT STAND OF GRASS. 4. SIZE AND LOCATION OF UNDERGROUND UTILITIES ARE SUBJECT TO VERIFICATION BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. 5. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY DIG SAFE N.Y. (1-800-962-7962) FOR VERIFICATION OF THE LOCATION OF UNDERGROUND UTILITIES AT LEAST 72 HOURS PRIOR TO THE START OF EXCAVATION. 6. ALL KNOWN UTILITIES THAT EXIST ON OR ADJACENT TO THE PROJECT SITE HAVE BEEN SHOWN ON THE PLANS. 7. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PRESERVE EXISTING UTILITIES. 8. ALL UTILITIES DAMAGED OR DISTURBED BY THE WORK OF THIS CONTRACT SHALL BE REPLACED IN KIND BY THE CONTRACTOR. 9. CONTRACTOR SHALL OBTAIN THE REQUIRED PERMITS FOR WORK WITHIN PUBLIC RIGHTS -OF -WAY AS REQUIRED BY THE MUNICIPALITY AND ALL PERMITS REQUIRED FOR UTILITY WORK ON -SITE FROM THE CITY. 10. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR WORK ON -SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 11. THERE SHALL BE NO CHANGES ON THESE PLANS IN ADVANCE OF, OR DURING CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE DESIGN ENGINEER, THE OWNER AND THE MUNICIPALITY. 12. ALL CONSTRUCTION SHALL CONFORM TO GENERALLY ACCEPTED CONSTRUCTION STANDARDS OR AS ORDERED BY ENGINEER. 13. THE CONTRACTOR SHALL COMPLY WITH CONSTRUCTION INSPECTION REQUIREMENTS OF ALL AGENCIES, AND PHASE WORK ACCORDINGLY. 14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. 15. FIELD ADJUSTMENT MUST BE REVIEWED BY A REPRESENTATIVE OF LANSING ENGINEERING PRIOR TO INSTALLATION. 16. PROTECT NEWLY GRADED WORK AREAS FROM TRAFFIC AND EROSION, AND KEEP THEM FREE FROM TRASH AND DEBRIS UNTIL PHYSICAL COMPLETION OF WORK. 17. CONTRACTORS OPERATIONS ON SITE WHICH SHALL INCLUDE BUT NOT BE LIMITED TO DUST CONTROL, MATERIAL HAULING, FIRE PROTECTION, EROSION CONTROL, ETC. SHALL BE CONDUCTED IN ACCORDANCE WITH CITY OF SARATOGA SPRINGS REQUIREMENTS. 18. LOCATE EXISTING UNDERGROUND UTILITIES IN AREAS OF WORK; IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING EARTHWORK OPERATIONS. 19. THE CONTRACTOR SHALL COORDINATE MAINTENANCE AND PROTECTION OF TRAFFIC WITH THE CITY OF SARATOGA SPRINGS AND SARATOGA COUNTY DEPARTMENT OF PUBLIC WORKS. ALL MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. ALL NECESSARY SIGNAGE SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION'S MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 20.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY WORK EASEMENTS THAT MAY BE REQUIRED FOR EXCAVATION AND ASSOCIATED DISTURBANCE OUTSIDE OF THE RIGHT-OF-WAY ON ADJACENT PRIVATE LANDS. 21. ALL WATERMAIN MATERIALS SHALL CONFORM TO THE CITY OF SARATOGA SPRINGS STANDARDS AND APPLICABLE AWWA STANDARDS. 22. WATERMAINS AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARDS FOR DISINFECTING WATERMAINS, C-651-05, WITH THE EXCEPTION OF SECTION 5.1. TABLET METHOD. FINAL FLUSHING OF THE HEAVILY CHLORINATED WATER GENERATED FROM THE WATERMAIN DISINFECTION PROCESS SHALL BE NEUTRALIZED AND DISPOSED OF IN ACCORDANCE WITH AWWA STANDARDS FOR DISINFECTING WATERMAINS, C-651-05. 23. WATERMAINS SHALL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH SECTION 4 OF THE AWWA C-600 LATEST EDITION. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND COORDINATE ANY REQUIRED BRACING OR RELOCATION OF ANY UTILITY POLE OR STRUCTURE WITH THE APPROPRIATE UTILITY COMPANY. 25.ALL FILL TO ACHIEVE THE PROPOSED ELEVATIONS SHALL BE COMPACTED TO 95% STANDARD PROCTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST AND COORDINATION OF THE TESTING AND DOCUMENTATION OF THE FILL MATERIAL AND THE COMPACTION OF THE FILL MATERIAL. 26.THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT THE SURFACE OF ALL EXISTING ROADWAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE RESTORATION AND REPAIR RESULTING FROM THE CONTRACTORS ACTIVITIES. TREE TRIMMING SHALL BE PERFORMED BY THE CONTRACTOR AS NECESSARY WITHIN THE RIGHT-OF-WAY OR UTILITY EASEMENTS. ALL DISTURBED UTILITIES, DRIVEWAY CULVERTS, LAWNS, MAILBOXES, FENCES, SIGNS, DRIVEWAYS, DITCHES ETC. SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION, LINES, GRADES AND POSITIONS. 27. ALL DISTURBANCE LIMITS AND SETBACKS SHALL BE STAKED OR FLAGGED IN THE FIELD PRIOR TO BEGINNING GRADING AND CLEARING ACTIVITIES. 28. THE CITY OF SARATOGA SPRINGS SHALL BE RESPONSIBLE FOR THE OWNERSHIP AND MAINTENANCE OF THE SANITARY SEWER LINES. 29. THE CITY OF SARATOGA SPRINGS SHALL BE RESPONSIBLE FOR THE OWNERSHIP AND MAINTENANCE OF THE WATER LINES. 30. WATER SERVICES AND SEWER LATERALS SHALL BE SEPARATED BY 10 FEET MINIMUM HORIZONTALLY AND 18" MINIMUM VERTICALLY. 31. PRIOR TO CONSTRUCTION: THE LOCATION OF ALL EXISTING UTILITY POLES, OVERHEAD UTILITIES AND UNDERGROUND UTILITIES ON THE SITE SHALL BE DETERMINED BY THE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER. THE COORDINATION AND COST FOR THE RELOCATION OR MODIFICATION OF ANY UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE COSTS FOR THIS UTILITY WORK SHALL BE PROVIDED TO THE OWNER AND DESIGN ENGINEER FOR REVIEW. CITY OF SARATOGA SPRINGS PLAN NOTES: 1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2.) THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF SITE BY THE CONTRACTOR 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. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 5.) CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. 6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. 7.) ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT OF WAY. 8.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; AND AN "AS -BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. 9.) THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. SARATOGA SPRINGS ARTS COM MISSION Orlufr-r I .Ii i SYaut-Lou r D� ,_I _,iI-, .ki r .,r . i,^, Dear Mcmbcrs of the Planning Board, Rich ird Askew attended brith the 5opromtier 1 `i and Octoli 1.3 Arts Comrnissicr, mAotrriq=- t , ,e A rtrr r rr rn art hr r. r•�•nt nlrl ,' sin r r,r .0 fr-�tNYa t4 F if S. 14U"�., 5 O 3i h1 t, F f f' ill re b loco ultra 12h II a t . ai rms,ru t su � .hurt: the rt� rit•d �{ul s- 1 . t M t}rn .1 5 U, e ., r t f f P p Y r f i-I ruder:. .. arnxir atef af+;t=thct a 1 � the S The piece will be n her destyr at t. rr. CJctober 1 . rrgttinpp t p p1 Y -I durable metal, and mounted on a failed roncrete base to di people from 9eltun9 too close l0 the srtdpturechi F„grn will ar,n kc prcaHaclud by landsr_,tpinR and Will bo lit at r„y I ,I•,.. "')+ h hot, rdr �.i .r-ii-r fv� th€• `nn m+,v:rxrr r refrrr"d li,i, Intl, rf k sy tr+=,t snip, l< I t '= 6 1, . C b "rip ra"-d Ihar If* hn,rl t1i.i levl4tn i^: up to, the owner(Richa,el Askswy Wa fully suppori eat •i do,ig" Sue KL•ssfer Arts Commission Chau. i l t .a .[ nn 1; rrrrj CITY OF SARATQGASPRIN(;S ! au r3RN _ -- kanewr 40r NO 1 1. BeAR_Di RONk i 8105Trtl:'- ,,fah _ •r_nyr N 4r48rtu7wxr - .$vuc t (519w Ya r ]9aG .- SAAA 9 - _ :ra _54a.5#'.555ti `ra.'119 ta+.4__tNk _ - .A y.1Ar,' -. arrrrA,n�, at .i'P.'a'X-� - . -: #ryAYaTyA lENKS Nine€tare.- . �'NC,ii10E d,� DEC15IC7F! _ In Why ITtattar -air-this-applyy Ton aY.#�7 ObI - - ''Ask-w P,tm. nt ra'.(Jytr Pea r»rt '10e _ c e one _Spec I - - I:avolw- tho remisas wrdt tax oriel # 165.-2.7r;7t, urthcCtr a�rat: a 5 rtn s br~ art afar ,_ l[::Rr:_ lair a Pern,alnePr[ Special Lase Permit for up to 29 muhi famdy ri a daiecas wutufl the Tr mew 5 lclgt,bc rhood Carrier Dntnct: in ."ci;-darrun with 6_NYCRR Fart 61-1,.the Planning Board, cta?iftt+s thu actions as an Untisdo9 atnart ,:i5wmed lead-agenip 5itd issued a 5Ei; R n'egarwa daciar'anan tii5 Ncvrmtbar, 1;r2018.; - - _ c -- 1 r ai 10 2 19 re ired ' n Hlaw o r v notlGP.d and conducted a ubl,t IreSirn nri . nu 0 , as u , c,.. the, :. p .-. g _J- Y -._ 9 .� sec us€s. - C h a rc + r +s m ed trrteria to ensure -the[ the ,_'And. vport bv5ivatron of t e Ppl _at on besot an the C ty_s e. u. prat 'd ommuni thardtfer'� prarpa9gd uit,(slw t .net advsn.ty tff+atd surrounding proper hcs an t ty An i -r - i n In + ij - - r 40:S9rtielr, 'r I d. n ar..�rdan -c w t- requirements set forth he City Z+Srtd t7rd+nante,'tha to 2 - - - q Y. rl$ - p - _ "',Spet,al Us`e f'errnit" the Planning Board visuies the foflawrng d(iCislon €n January 10; 2019 (Passed I, ff•m tavar:'rTarpcy; Tptino. Cas . Horton, Brntol,.FabozzlYr" ._' - `_- 11 Approvewith the folowing icrularant rY FCr �paeo shall b[:_-provided. propesed.jtubri_c arc till ¢n rya[d na€ed_wnh [he CityiHrt;; C-nuirston pnbr' o) site plan its" 2, `aId€'wvalelk ronrtactivay to eastern props ty 4aa ntjafy shalt he prowdrd.ee fi St lE3igu ronsrd. Trion! wrll_t�e ,e,new8d at site lan`rewewf - .. J C{NL6pt urel stirs apartment buI ding 6f p addlthon'al`c sr fort, iafi3 Scant sidewa k and s lacy unhzing an=street Parking shalt be provided m getuma{ 3etor9an a with tire attac1Q. 4 Up'ce29 muki-iamiiy ootrdetittai urntsre'appr`xaved far'tKe trl:e:'. Note: this approval shall expire 18 months from the issuance date unless all conditions have been complied with and actual work begun. January 14 2019 \/ Date Chair cc: Building Dept., City Engineer. Public Safety, Accounts Dept. Applicant/Agent; File SITE LOCATION MAP 0 500 1000 APPLICANT & PROPERTY OWNER: RICHARD ASKEW 38 SCHERMERHORN DRIVE LAKE GEORGE, NY 12845 ' CITY OF SAfiATOGASP04GSrji Lr'±4Pn TCaRPE'i a:'f . 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T t't. c a( 'TF'''plI �: rti T ,rgtT�r�' ��sti1 lyttttl74_s�r nc� hit-s�iiiu'tu3icl-ifirapph __ i- �P r s-- t - --'I 't ' n' `! f �t F •. t �P [ cd�t5kf(fJ. •k,+t�p�v h hit unv tztt�uCrcSrtsfxditk lt�il tr�,.uat4�4t illRu 1. xatsli� n- ptriN3sr.t r p irpj1C±11<,3't a�tirily.Iipte+NIY4,PnstltliFi_: sZi� .List `f-tr Tr i?th ft" � ',es: IsuilJiug7Acyri.,..:.�eatt45�i5::ytL.'AttJliteurjw;'F7fs' 4000 CITY,OF F ATOGA SPRINGS A7wINC 00t4R1) t➢b t,PPbALS _ r4 1! •-cur r.,:. f 41 .tot ra ivi _ r r I,RECORD Of DECISION; ZBA MEETING 'MCNDAV, NDVgMO€R 26, 2918 1Pr senl^.'i9 lido r,f'if_ K Iplar 7, au r r (, GteY .B LdalSaghei © uddh_ 2B#reNt E�lt1ENG€, 'b'fJir raft Avnnur•7 he 3,=hl1�i'artra var+n -- _. r,. ' to an existing s4ekinvorul frern tho m ll-ur, s1dra ya113 3!10 4,15 v:rtn y,7Pr! _ 3e113aCkq 101 inn inart3 `5uuae .lru rtt n,murn tr n to D-nsntmuit Side p•a 1 a u tall xc-fr Wa lS�iback5 Fat Ille fia7Yrtay tta r,n:rs ,d r r• n+ a en en .. in he Urbdn Re rfe .Lai Na Aaron, I'obl,c n_arJfou new Ir Dec t[ #1yfl�A7r{t t;JIa4ER USE z3 Ordc he•r ,lvanuer a ;•a varanr;r fi)ti Orapa�aeu ma,ntx#n inter at 9XiStdng,mplWern�nt5land fl'le', an a nva.i;y-a,arr prdperi, seeking releef ftol'r the m'n,tnUrp. frontage Rutldi and trw hi out elfin tw') $10e1 FeCrureme`its ,n the TranseVA Drptnct7 4R P>3N ine.rritt ulna n -rc,plr,-.Fe1,.-n aitjalrrt5ert to lrN.C10_ -. l im 64 CONKERS RE5IDFNGr +? ltadln.y :it,e .,rra .alit t:_k tC rtrnsVurt an led'hor, if do . ,,slag alntrla raJrrfr ar-s denre�' ei+nri �eua t Ft E_,psa r tt:m r,nrrPar nurg sovarage tdtn" :Paq;xrar cal Fnitlr6an F`2 x,derr at aFSisC cr .. - _ _, - AgLn r a I teanrrg rema n.=.a on apRCer, t f title ,rntu t D a TOiA-PI ,CPatnr+svairnrtar n e#3052$ARA4e a in3 and ri}Rrr 9 nstah115hra ri t seeFutO relief front The permitted Uses in the Urcah rdesmenIsAl ❑lira[ No A _ion , 1pps cagF+(1 w4rdtawn Gy vpp ant-' 5 #9069 ASKEW MI r Tr 4MILY; 5#airott Lane.-;dfn vananr,rr farpTTjDOSEQ r1luffiJarruly _ rgai111'nco9 so_ekmg react flo'0 the n min� usi f=anla:Je butlO-Out 0) rife 7 ,rr ec! - 5 Oistustt Action fuudlir nearing cldSch mots t to apn o m as pose rriod _pa"Iud E-0- - j4' r-__ A. HRINf R%SIDEMGt 16'{'6.umi f'iHCAr'. tiea - ananG@ 7<+k8h31illj,r .9 ,inn.U'.II vC• A', - oxtshnG s icg7g fa t as d€e suet rn reanp art [ne 7 nun'; rn ,do y-m r back a f ,mum um J„lano e + 21 t ,o y In , lc. hLIA11119 rvit If_ rn. la in the tf U r Has,1H 3' --- i f7ih;lrch A nn._ i uk a kr .n rr H f to ^U m i f ,,.Vi oYiW as prrfrun9 d .fR70888ftdN Lt.Apn1A0e Hou^£ •E;rx Fvanh CS x ,tty:,a area va.'arrra to}In sh thr +nr-net of ,eri Y roxg in(J calf ige ne asp for',nr'Ifi,ng .rccamnnr,dal,ran5. 5enkln,g fr0of 10 pier It (InlStied+hAbltirtl'c §p3La'n ,Irh S GeSii su..jLra n the U ran Ficsittentlat 7 0stuct �. `8- 02787 1 MELvIN Rc-s-iri ''liioilo so, sire ",a va" an V rot, ni r arsr pre o Irfpprwn++nr an 8ddi ,n 1G ar} eAr,.t fig 1 last;• .n ly �t,,lrlr,n,a 58e11tn�-reuaf ,rur;i than n, n n, e:o 4adal tail; into and rya, yatil be(fr,7 .a rktaWt0. nt+• fits rn IN, Jroan'FSe5ryikF al-- 2 District -ASP U Putrir hearng .i-n -, r ohdn to t'tpl 'a,? is pfe� nt 1 - Pasant --6: . 1i .°FRFN R'SrnFwr .a r.=e, area va. dn;,i 6er,mair Tln ,p _an^%"urie•9 do_ arr0'SiuAd A 5CW Sri eer,uJ .,. `,r I . a rungle dam fy res,denc=r. 5_eih,'r� rgAHf frt3 _ nnrr,munr sad,;: yet a f loral ede ea,u >el6a•ak 'Ell:ar8n',iE• f9,n it%Urtran e5trlentra' r ,_ DrS1tICt r trot~; F�uhurt near ij oG+'nr�c inn �ei„a,ns Gpen aRpt,cauan adlo nned to Dec T{i - 10 #33 T01sRa •tit, iD€Nr•€ Zternv.,t,eat' ar a varl:tnuc t,. _c"at:iic a flap ti®' 9"t`rri h� ntlunl`f n t0 an tx:'al,n § n-:e-#aln I rosrvr;rvr ,.A kr,t r81+ef Frain life rrintnnnYCY ffnnr "lid snlbath e e e l l he :ubin Hisdemial Diitu ri - Ae11011 FLpt, #n.4a.nra opened and,e,naini ripen appi,;.at c, adlo~<m dfolinC. -.^ -. - 1 #3073 BRDwti itE mtNCE 9 r.. 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SHEET LIST TABLE SHEET NUMBER SHEET DESIGNATION SHEET DESCRIP77ON 1 COV-1 COVER SHEET 2 EC-1 EXISTING CONDITIONS SURVEY 3 ED-1 EXISTING CONDITIONS & DEMOLITION PLAN 4 LM-1 LAYOUT & MATERIALS PLAN 5 UG-1 UTILITIES & GRADING PLAN 6 SG-1 SPOT GRADING PLAN 7 ESC-1 EROSION & SEDIMENT CONTROL PLAN 8 LS-1 LANDSCAPING PLAN 9 LT-1 LIGHTING PLAN 10 DT-1 EROSION & SEDIMENT CONTROL DETAILS 11 DT-2 STORM SEWER DETAILS 12 DT-3 SANITARY SEWER & WATER SYSTEM DETAILS 13 DT-4 MISCELLANEOUS SITE DETAILS (1 OF 3) 14 DT-5 MISCELLANEOUS SITE DETAILS (2 OF 3) 15 DT-6 MISCELLANEOUS SITE DETAILS (3 OF 3) 16 DT-7 STORMWATER MANAGEMENT BASIN DETAILS (1 OF 2) 17 DT-8 STORMWATER MANAGEMENT BASIN DETAILS (2 OF 2) 18 DT-9 STORMWATER MANAGEMENT CONSERVATION AREA DETAILS 19 VP-1 VEHICULAR ACCESS PLAN SITE STATISTICS: TAX MAP ID # - 165.-2-76.1 ZONING - T-5 TRANSECT ZONE 5 NEIGHBORHOOD ZONE PARCEL AREA - 8.42f AC MINIMUM BUILDING SETBACKS - FRONT SETBACK: 0-12 FT SIDE SETBACK: 0 FT REAR SETBACK: 0 FT PROPOSED BUILDING SETBACKS - 0 FT FRONT SETBACK 10.6 FT/237.6 FT SIDE SETBACK 525.7 FT REAR SETBACK BUILDING PROPERTIES - (1) 3-STORY, 12-UNIT APARTMENT BUILDING 4,516f SF PER FLOOR (1) 3-STORY, 11-UNIT APARTMENT BUILDING 4,274t SF PER FLOOR (1) 3-STORY, 6-UNIT APARTMENT BUILDING 2,513f SF PER FLOOR MINIMUM FRONTAGE BUILD OUT - 70% MIN. VARIANCE GRANTED 11/26/18 FOR 42.7% MIN. PROPOSED FRONTAGE BUILD OUT - 42.7% REQUIRED PARKING - APARTMENT - 1.5 PER APARTMENT UNIT = 1.5 x 29 UNITS = 44 STALLS PROVIDED PARKING = 44 STALLS (2 HANDICAPPED) SITE COVERAGE STATISTICS - BUILDING COVERAGE = 11,303 SF (3.1%) GREENSPACE = 343,698 SF (93.7%) PAVED/PARKING = 11,774 SF (3.2%) WATER - CITY OF SARATOGA SPRINGS SEWER - CITY OF SARATOGA SPRINGS NYSDEC WETLAND ADJACENT AREA DISTURBANCE = 5,230 SF (0.120f AC) PLANNING BOARD # 20190467 Approved under authority of a resolution adopted 7 0 / by the Planning Board of the City of (Date) b 0-y-l"Je t✓•e t Saratoga Springs. 9�z s Z/ p o h,A atel Sig ed CITY OF SARATOGA SPRINGS MARKTOWEY, 4AHN TanNO, v-Cltv'r o,. PLANNING BOARD loam R aRli ''.. IANErCASEY Cary Hsfl - 474 Broadway faaTH HORTON Saratoga 5pringa, Mo.Yorlc 12866 SARA B01VIN Tat. S l5.587-11SP fay: 518,SBB-900 AMY RYAN.,Ake+maax •mvw.tar 1eSu-rP L S S!?AsVNAJENKS:Akcrnary NOTICE OF DECISION In the matter of the application - # 17.0620190467 Richard AskewMaidon Lane Apartments Station Lane Saratoga Springs, NY 12866 Involving the premises with tax parcel # 165.446.1, In the City of SarasegaSprings, on an application for site plan for a 29-unit residential development in the Transact-5 Neighborhood Center District, In accordance with 6 WCRR Pare 617, the Planning Board d unled this request as are Unlisted Action, 0 hsuad a Negative SEQRA Declaration on November I, 2018 And, in accordance with objectives, standards and guidelines conaained in the City Zoning Ordinance, chapter 240, article 7.2 "Site plan Rev+eanr", the Planning Board issues the forlovi decision an July I I, 2019 (passed 7-0 in favor: Torpey, Tanno, SmatoL Casey, FaharaJ. jenks, Ryan)t ® Approve site plan set dated May 7, 2019 with the Wilowing cord uora r I. T1aApplicant shall design, mini and maintain an ADA compliant cressv+alk, consistent with all city standards, from the Mvieei to the parking areaaeross the street that will be constructed at a inter date- d. Design, installation and nuaresttanca of a 5 foot wide concretes sidewalk, associated 6" curbing and all required storrnwatnr catch basins, consistent with city standards, that provides full pedestrian connectivity across the entire frontage of the property. 3. Installation of at least three bike ranks atolls frontage and within civit space, unt ulalic ' n consuftntion with City for a Commission and Gmrr 4. Final oval from Arts smrf9 P��n P approval (I ly `thin des' cMc' ce. at°t Installation and maintenance within designated spa 5. Pr`eperry owner'to keep sidewalks dear of snow along the entire fronmgis of the property in atordance with City Code Section 20346. n. DNptction of 500-Mr floodplam an the final plans. 7. Conformance with Urban Forest and Community Plaster Plan and satisfaction of Crty Arboristfor tree speoss selection and planing specification. within the ROW. S. Final plans shall be provided to the satisfaction of die City& designated engmser and DPW. The applicant is required to: €, Deliver a letter ofcroiitor'cash escrowothe amount approved by aChyEngineer to"City Par Article 7.115 of the City of Saratoga. Springs Zoning Ordinance, This must occur prior to final signature by the Planning Board Chi 2. Provide Recreation fees of S2, for aski new remleival urrat in accord toe with 7118 of the Cey's Zoning Card- finance This must occur pri to frmf signature by the Plarmi Board Chair. 7. Submit one (1) eayiar and twin (2) paper copies di final approved she plani for sigustare bythe Wanting Board Chat In teem (18j nwpthsofa wmv d m pr A, -de 7-2,12 of the Zoning Ordnance, Note; this approval sie g expire within eighteen (I8) neorARes of the sigrr'ure of final plans if the applicant has not stated amid conatructi as per Article 7.2.14 of the ZZadng Ord'anance Date received by Accounts Dept, Chair sic Building Earls., P,&. Viii Prints $afai Anccoarrts Dept.. ApplIon0iW, PtiB CITY OF SARATOGA SPRINGS PLANNING BOARD D City Hall - 474 Broadway Saratoga Springs, New York 12866 Te1:518.587-3550 fax:516-580-9480 wwwsaratoge-springs.org MARKTORPEY, Chair ' j SARA, BONIN, Vice Chair TODD FABOZZI I RUTH HORTON KERRY MAYO ! JASON DOTY SHAWNAIENKS,Altamata NOTICE OF DECISION In the matter of the site plan approval extension P13 App. #20210505 Station Lane Apartments (Askew) Station Lane Saratoga Springs, NY 12866 Involving the premises with tax parcel #165.-2-76.1, in the City of Saratoga Springs, on an application for approval extension for site plan review for up to 29 multi -family residences within a Trimsect- 5 District with the Planning Hoard who met on July 15, 2021 and made the following decisions) with a 5-0 vote (In favor. Totpey, Horton, Doty, Dal Pos, Jenks): ■ Issued an 18 month extension for site plan approval. This is the fast extension approved and shall expire January 30, 2022 (includes the additional 92-days per City Council issued extensions during the declared State of Emergency). ■ All conditions of the original approval, granted on July 30, 2019 remain in effect. Unless further extended by the Planning Board, this approval shall expire if the applicant fails to comply with any required conditions and start actual construction, or otherwise implement this a months from this date. royal within 18 PP n pp 2 f� V August 11. 2021 Date Chair ec: Building Dept., Accounts Dept., Applicant, File Fence Post wire MID.) Capped Iron Rod s Found At Corner lzv� Lands N/F Of Magilone Book 654 Of Deeds At Page 482 3S6IT Capped Iron Rod Found At Corner 4 RO\ � el 9N / Roean, Peru �� \ Fen an t Eas S (See Mf°Qe Roo nt For � P Referee e #7) Lands N/F Of Wardell Book 989 Of Deeds At Page 272 Fence Post We (Typ.) 00 s Lands N/F Of \` U% Station Lane Associates LLC Instrument No. 2008039554 "0W N Lands N/F Of Add Realty Inc. Book 1202 Of Deeds At Page 181 322� Area = 8.43f Acres I I\ I •` Limits of D.E.C. Validation � . � ,� Nor* _ I DEC Wetland S-47 (See Note 16) N loom LIm;tS of N 000 �.�=�ai;d� o Lands N/F Of — — — , o% West Doctors LLC / \ Instrument No. 2013025499 / l l X 320.4 I / / — / L\ / X 321.2 \ X 321.3 encere (ram.) 320.5 X • � � / / � Lands N/F Of \ �O \ Iron Rod Found \ \ 1 I / ` Jones \ \ = At Corner X 32o•7 \ / // a ` Book 1484 Of Deeds At Page 390 \ Sign l 320.9 N n w315.46 Sign Rm=323.81 InvInv--B S �-�S ------- _ \� / // ' �) uC 7_- J22- _ \ -- STA T/pN S ��---------- 7825� CappedIron Rod — — — L S �nv=313.64 324� _ ( Found At Comer Side' 7�E S N S Inv_,3313- 6_ 11 _ _ \ 7 i a/k' — RIm=324.44 S - �" S -— — — _ _ — — — — Headwall Cannel-317 — — — S �--- S _— — Top =320.9 324 one �S — Gen. Bu S uidero_ - — •r —a_ Benchmark ---_— ---_ _ C S N32Z30 — S ---9�j v —_ In 30 . —322-- _ ---- Rm=324.81I9 - 8 _ N PVC Cb — — — _ Rim=324.74 Headwall 1 Channel=316. Top=320.4' UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY MAP IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES OF THIS SURVEY MAP BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND EMBOSSED SEAL SHALL BE CONSIDERED VALID. DEED REFERENCE: CONVEYANCE TO RICHARD W. ASKEW BY DEED DATED APRIL 19, 2017 AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE AS INSTRUMENT NO. 2017012746. MAP REFERENCE: I. MAP ENTITLED, "WETLAND MAP LANDS OF KIMBERLY A. JONES", DATED JULY 1, 2010, PREPARED BY TOMMELL AND ASSOCIATES. 2. MAP ENTITLED, "MINOR SUBDIVISION OF LANDS OF ALBERT K BRAIM", DATED OCTOBER 3, 1983, LAST REVISED AUGUST 23, 1983, PREPARED BY GEROW ASSOCIATES AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. B-113. 3. MAP ENTITLED, "LOT LINE ADJUSTMENT A PORTION OF LANDS OF DELAWARE AND HUDSON RAILWAY COMPANY, INC. AND SARATOGA SCHENECTADY RAILROAD COMPANY", DATED OCTOBER 8, 2007, PREPARED BY TOMMELL AND ASSOCIATES AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. D-438. NOTES: 1. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF AN UP TO DATE ABSTRACT OF TITLE AND/OR TITLE REPORT AND MAY BE SUBJECT TO WHATEVER STATEMENT OF FACTS THEY MAY REVEAL 2. NO ATTEMPT WAS MADE TO SHOW UNDERGROUND IMPROVEMENTS IN THE PREPARATION OF THIS SURVEY. 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. 4. COPYRIGHT © 2018 BY GILBERT VANGUILDER LAND SURVEYOR, PLLC. ALL RIGHTS RESERVED. REPRODUCTION OR COPYING OF THIS DOCUMENT MAY BE A VIOLATION OF COPYRIGHT LAW UNLESS PERMISSION OF THE AUTHOR AND/OR COPYRIGHT HOLDER IS OBTAINED. 5. DUE TO SNOW COVERED CONDITIONS AT THE TIME THE SURVEY WAS PERFORMED, SOME PHYSICAL FEATURES MAY NOT BE SHOWN. 6. FRESHWATER WETLAND VALIDATION, FWW S-47 DATED OCTOBER 12, 2016 BY NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. Added Topograpgic Data - 02106119 PROPOSED TREELINE (TYP.) 1 1 ` 1 1 1 1 1 DEED REFERENCE: 1. CONVEYANCE TO RICHARD W. ASKEW BY DEED DATED APRIL 19, 2017 AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE AS INSTRUMENT NO. 2017012746. MAP REFERENCE: 1. MAP ENTITLED, "WETLAND MAP LANDS OF KIMBERLY A. JONES", DATED JULY 1, 2010, PREPARED BY TOMMELL AND ASSOCIATES. _ 2. MAP ENTITLED, "MINOR SUBDIVISION OF LANDS OF ALBERT K. BRAIM", DATED OCTOBER 2, 1983, LAST REVISED AUGUST 23, 1983, PREPARED BY GEROW ASSOCIATES AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. B-113. 3. MAP ENTITLED, "LOT LINE ADJUSTMENT A PORTION OF LANDS OF DELAWARE AND HUDSON RAILWAY COMPANY", DATED OCTOBER 8, 2007, PREPARED BY TOMMELL AND ASSOCIATES AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. D-438. NOTES: 1. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF AN UP TO DATE ABSTRACT OF TITLE AND/OR TITLE REPORT AND MAY BE SUBJECT TO WHATEVER STATEMENT OF FACTS THEY MAY REVEAL. 2. NO ATTEMPT WAS MADE TO SHOW UNDERGROUND IMPROVEMENTS IN THE PREPARATION OF THIS SURVEY. 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYORS EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT ♦ - COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. Lt7nG's i�jr Qt 'Tet7 ty lnC. 81 4. COPYRIGHT © 2018 BY GILBERT VANGUILDER LAND SURVEYOR, PLLC. ALL RIGHTS RESERVED. of `?Fads t aye 9REPRODUCTION OR COPYING OF THIS DOCUMENT MAY BE A VIOLATION OF COPYRIGHT LAW UNLESS PERMISSION OF THE AUTHOR AND/OR COPYRIGHT HOLDER IS OBTAINED. 5. DUE TO SNOW COVERED CONDITIONS AT THE TIME THE SURVEY WAS PERFORMED, SOME PHYSICAL FEATURES MAY NOT BE SHOWN. 6. FRESHWATER WETLAND VALIDATION, FWW S-47 DATED OCTOBER 12, 2016 BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 7. ELEVATION DATUM IS BASED UPON NGVD 29. ♦ C� Zi �I = I a I s zap I w�z ♦ Q wX=F- Opo Qwn0LJ o1 F0 zzz _ I. rn l Limits of D.E.C. Validation 1 .� DEC Wetland S )47 "� ` 6 N F O KNOWN 1 ` (See Note # ♦ �r,ds /. EOclo of D.E. 20130254 9 C. Validation ins�rum�:nt No. 100,00 mamma m CONSTRUCTION z ACTIVITY CONSERVATION AREA N z GENI& NOTES PERSPECTIVE VIEW SECTION 1) CONSERVATION AREA MANAGEMENT PROTECTION FENCING TO BE INSTALLED PRIOR TO GRADING AND THE INSTALLATION OF EROSION AND CONTROL SEDIMENT CONTROL MEASURES. 2) ALL PROTECTION FENCING IS TO REMAIN IN PLACE UNTIL CONSTRUCTION ACTIVITIES ARE COMPLETE TEMPORARY CONSERVATION AREA PROTECTION CONSTRUCTION FENCING SCALE: NTS Area = 8.43± Acres a _j aftftm. Nmmm. I 1 ,' �4000, \ �i - Fence Post Wire (r)P. ) EXISTING TREELINE (TYP.) EXISTING TREES TO BE Iron Rod Found CLEARED AND GRUBBED At Comer /. EXISTING "NO PARKING EXISTING "NO PARKING" SIGNS S S REMOVED SIGNS TO BE REMOVED AND DISPOSED OF AT A AND DISPOSED OF AT A I LICENSED WASTE FACILITY LICENSED WASTE FACILITY SAN — SAN EXISTING PAVEMENT, I�EWALKS, & AN -- _ -- CURBING TO BE REMOVED AND ;SAN SA SAN - SAN — SAN — SAN ---SAN DISPOSED OF AT A LICENSED WASTESAN SAN SAN n. FACILITY FOir R WATER SERVICE AND n / �rv'4 hv}-- ti SAN SANITARY SERVICE CONSTRUCTION (TYP )_ S TA TI of V LANE x.m =32 — - -- - — . r-s------t. f Curb - -- -- W — --- -- — ----- - - --. < n 1� a � rn 373 6 lF I 2 ? a — — _ WATERLINE.W, - - - - APPROXIMATE LOCATION OF EXISTING �"` �- _.. CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO ASPHALT, SIDEWALK, AND CURBING �Gnc,kNIAHU REMOVAL FOR UTILITY SERVICE _w7 CONNECTIONS _ EXISTING CONDITIONS & DEMOLITION PLAN / EXISTING GUIDERAIL TO BE REMOVED ' AND RELOCATED ALONG NEW SIDEWALK EDGE. SEE SHEET LM-1 FOR NEW / GUIDERAIL LOCATION. I ,I M �� 4000M ♦` / tion Val1da / rb E.C. �irpits o DEC Wetland 5-47 / (See Note #6) / ♦ Copped Iron Rod �� ♦ Found At Corner 'l b1 -. , c •, RCP 5` Irv-3tb.G -_ALM SAN — SAS! - SAN SAN EXISTING SIDEWALK TO BE REMOVED AND DISPOSED OF AT A LICENSED WASTE FACILITY. -,_-_-w wwwrqb SAN SAN SAN P - __322- SAN - SAN }- SAN SAN - bRcp — e - -- k lry 316 Vh�r�Qi PLANNING BOARD # 20190467 15 30 60 SCALE: 1 "=30' 120 f 0 0 � tt y PROPOSED DUMPSTER (TYP.) BUILDING MOUNTED WALL PACK (TYP.) CONCRETE CURBING (TYP.) PROPOSED EDGE OF ROOF (TYP.) PROPOSED DECK/PORCH AREA (TYP.) PROPOSED BIKE RACKS (TYP.) EXISTING TREELINE (TYP.) PROPOSED STREETSCAPE APPROXIMATE LOCATION AND + DIRECTION OF SIGN CONSERVATION AREAS TRAFFIC CONTROL DEVICE SCHEDULE LANDS TO BE PLACED WITHIN PLAN DESCRIPTION QNTY. CONSERVATION EASEMENTS = NO. TOTAL - 7.24 ACRES 1 "VAN ACCESSIBLE" HANDICAP RESERVED 2 PARKING SIGN NOTE: 2 "NO PARKING" SIGN 2 SEE SHEET DT-8 FOR COMPLETE 3 "STOP" SIGN R1-1 C 1 CONSERVATION AREA LIMITS. 4 "YIELD HERE TO PEDESTRIANS" SIGN (R1-5) 2 � e e 1 . A-,n Limits of D.E.C. Validation �- e 1� DEC Wetland S-47 N, (See Note #6) 1%1_1 LAN IV VLIPIIL T V17 SHEET DT-4. PROPOSED PUBLIC BENCH (TYP.) REFER TO DETAIL 5 ON SHEET DT-6 PROPOSED PAVERS (TYP.) REFER TO DETAIL 4 ON SHEET DT-6 CONCRETE SIDEWALK CONSERVATION AREA. SEE SHEET DT-8 FOR COMPLETE CONSERVATION AREA LIMITS. e ♦ .ond� N/F Of � �, InC. l r t� f Deeds � t page 1 a < ® NOTES: 1. REFER TO SHEET LS-1 FOR LANDSCAPING DETAILS. 2. REFER TO SHEET LT-1 FOR LIGHT PLACEMENT AND SPECIFICATIONS. 3. REFER TO SHEET DT-6 FOR PAVERS AND BENCH DETAILS. 4. PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF ENTIRE CIVIC SPACE AREA (CIVIC SPACE IN CITY RIGHT-OF-WAY AND PRIVATE PROPERTY) ♦� CIVIC SPACE PLAN "iii� I 0 5 10 20 40 SCALE: 1 "=10' Lands NIF Of WestLoclors LLC 9 Au� Limits of D.E.Instrument No, 2���'��549 C. I/alidation 12' 12' CIVIC SPACE ARTWORK SCULPTURE AS PROVIDED BY ARTIST MICHELE VARA AND APPROVED BY THE CITY OF SARATOGA SPRINGS ARTS COMMISSION 10/15/2020 < e ♦ Lands N F ()f Jones 90 Eook 9484 Qf De CIVIC SPACE AREA / eds 'At Pace 3 PROPOSED BENCHES WITHIN CIVIC SPACE AREA ,r 105' — — — — — — -------- /dotlon / p.E'� I PROPOSED 3-STORY 6-UNIT I / / " 12' APARTMENT BUILDING �jn'l is o DEC Wetland S-47 2,218t S.F. FOOTPRINT I (See Note #6) 1 I I op a � , 4neRcp LAYO UT & MATE R IALS P LAN tAIJIINU MMAL UUA—UtAM UUIULKAIL AT NEW SIDEWALK EDGE ALONG STATION LANE. ADDITIONAL NEW GUIDERAIL TO MATCH EXISTING GUIDERAIL MATERIAL . u1�_... cv vv vL1 v1�L -_--- ?�- - MIDBLOCK CROSSWALK 12" WIDTH — _--._.._. _- _ w�rj _ x 18" HEIGHT SPACED 12" APART � a x 3s" RCP PER MUTCD SECTION 3B.15 re''j`'v=316'3 PLANNING BOARD # 20190467 g0gf �p0 p�G 5 -- 5 30 60 SCALE: 1 "=30' 120 N�f ice; i_.L' sr' iy -4 lyru rrl} er'' PROPOSED SANITARY CLEANOUT (TYP.) PROPOSED 6" SDR 26/35 SANITARY SERVICE 0 2.0% MINIMUM SLOPE (TYP.) SEE. DETAIL 4 ON SHEET DT-3 FOR SANITARY LATERAL CONSTRUCTION AND CONNECTION. Limits of D.E.C. Validation DEC Wetland 5-47 (See Note #6) 1 o 0 SUBSURFACE STORMWATER MANAGEMENT BASIN #1 TW=324.00 Es1 INV=322.27 \ BW=323.75 .�11011 I /322 34'-15 HDPE OCS1 R114=197 R1 00000, INV OUT=321.1 1 (CB2) ;nv ill oUt- PROPOSED 6" CL52 DIP WATER SERVICE WITH SS TAPPING SLEEVE AND VALVE. TAPPING SLEEVE TO BE 8"x6" SS TAPPING SLEEVE BY TPS AND AND GATE VALVE TO BE MUELLER A-2361 WITH - MECHANICAL JOINT ENDS "OPEN RIGHT". (TYP.) CONTRACTOR TO VERIFY SIZE, TYPE AND LOCATION OF EXISTING WATERMAIN PRIOR TO CONSTRUCTION. UTILITIES & GRADING PLAN 0 15 1 NOTES: 1) SANITARY LATERALS TO BE 6" SDR 26/35 0 2.00% MINIMUM. 2) ROOF LEADERS TO BE 6" SDR 35 0 1.00% MINIMUM SLOPE WITH 1.0' MINIMUM COVER. 3) CONSERVATION AREA TO BE MARKED WITH CONSTRUCTION FENCING PRIOR TO ANY SITE DISTURBANCE. SEE SHEET DT-9 FOR CONSTRUCTION FENCING DETAIL. 4) BUILDING ELEVATION TO BE IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS HEIGHT REQUIREMENTS AND NOT TO EXCEED 50 FEET. 5) CATCHBASINS DESIGNATED WITH • MUST BE DEEP SUMP CATCHBASINS WITH 4.0' MINIMUM SUMP AND INCLUDE HOODS/SNOUTS ON ALL OUTLET PIPES WITHIN EACH CATCHBASIN SEE DETAIL 6 ON SHEET DT-2 (TYP.) 6) DEEP SUMP STRUCTURES SHALL BE CLEANED AND MAINTAINED BY THE APPLICANT UNTIL FULL BUILD -OUT OF PROJECT. FOLLOWING BUILD -OUT SUMPS SHALL BE CLEANED ONCE A YEAR BY CITY OF SARATOGA SPRINGS DEPT. OF PUBLIC WORKS. 7) OCS2 SHALL BE EQUIPPED WITH 30" RECESSED FRAME & SOLID COVER. Of A d eG'ty Inc. E3'! 120,E Of Deeds At Page 18t s ,16'-12" HDPE 00.50% JELLYFISH2 RIM=324.03 INV IN=321.03(PIPE GALLERY) INV OUT-320.53(OCS2) CONSERVATION AREA. SEE SHEET DT-8 FOR COMPLETE CONSERVATION AREA LIMITS. Lands N°/F Of LC 4Vest Doctors L�54�9 tnstrurnent No. 20130� I RIP -RAP DOWNSLOPE OF SIDEWALK TO EDGE /dat',on GRADING LIMIT. (TYP.) / E.C• f 47 D _ �irn'its o DEC Wetland S- ot (See Note #6) P%I JGC SHEET SG-1 FOR RAMP SPOT GRADES PLANNING BOARD # 20190467 LEGEND EXISTING FEATURES PROPOSED FEATURES LIGHT POLE # YARD HYDRANT FIRE HYDRANT' WATER LINE W —w SANITARY LINE 0 CATCH BASIN GCB FRAME/GRATE MH • SANITARY MANHOLE FRAME/SOLID COVER CO SANITARY CLEAN -OUT • ST STORM WATER LINE PROPERTY LINE EASEMENT LINE ROOF LEADER RETAINING WALL WING CURB STANDARD CURB ana<: NIF Of jon es Book 1484 of Deeds At Page 390 �00 O�G I SAN S .ITY POLE TO REMAIN. F_ V7 . S:. IRUN ACROSS TOP IWALL. roe=ago 4� — d X 36' R''P pproved der authority of a resolution adopted 230 /9 .�rrb Qt�theaPla o Z g Bo of the City of l�� Saratoga Sprin . 2- 8 L/ "rs �--�7 Da e Si 6 n e d Y; 322 _ \ 324 326 328 9 23.80 - 3�► E� �B.C-32 9 - - --- 23.67 --_ \�;� - ° ° i ? '� `a`'�A Apo 3 X LJ3 � �' X _ -- .. - --- - - - - - -- - _ --- -- x `_ -4 -= _ _ x - _:: _ _ _ �23 aE 3��/X -_. _ . - s � 23� _ J - _ _ _ ___ _ _ �- SAN --- -SAN SRN - S SAN SANS 2 � 6 2z _ x __. _ .32 X 324 _ -- 32 81 SAN - Ar- --- SAN SAN SAN SAN SAN SAN SAN SAN 8 �� 0. SAN - a SAN — SA d SAN 14,3� Rit-n- ti E �� 1p U - SAN SAN — SAN SAN STA TION LANE Curb �a SP _--_._---_ M )_ OT GRADING PLAN -WEST 0 10 20 40 80 SCALE: 1 "=20' 1 I 000 ' W,-mi�I W d ,an J Z W vai' m ��i�s of DEC Wetland s-47 Q � Q ' (see Note #6� oil KEW Al -- � r, 70 ?4.7� 24,g3 ?4 90 Z$Q) 2??49S 41 °24 -- ? S•01Ab — .06 Go��ryk J?S JA -SAN v- SAN - SAN - AN SAN : AN SAN �� `�J ----SAN + sss SAN -- °J��r SAN AN — C ,Ij roN y MN�� �ryryh1 Imo. �7,�N fV� r ; f� .. n ti — _�---- SPOT GRADING PLAN - EAST 0 20 40 SCALE: 1 "=20' — SAN ,- : a V In i -).64 v -J3. 1 VV, n. �Y�a "s, +R e0 1 w SAN SAN SAN - Nh �h hh. b ^ ` ' 1 W 1 1 PLANNING BOARD # 20190467 A proved un r authority of a resolution adopted be Iagni oar of the City of (Date) ' Saratoga Springs. C air ergo - Date 'Signed) TABLE 5.3 SOIL RESTORATION REQUIREMENTS* TYPE OF SOIL DISTURBANCE SOIL RESTORATION REQUIREMENT COMMENTS/ EXAMPLES NO SOIL DISTURBANCE RESTORATION NOT PERMITTED PRESERVATION OF NATURAL FEATURES MINIMAL SOIL DISTURBANCE RESTORATION NOT PERMITTED CLEARING AND GRUBBING AREAS WHERE TOPSOIL IS AERATE** AND APPLY 6" OF PROTECT AREA FROM ANY ONGOING STRIPPED ONLY — NO TOPSOIL CONSTRUCTION ACTIVITIES CHANGE IN GRADE AREAS OF CUT OR FILL APPLY FULL SOIL RESTORATION*** HEAVY TRAFFIC AREAS ON APPLY FULL SOIL RESTORATION SITE (ESPECIALLY IN A (DE —COMPACTION AND COMPOST ZONE 5-25 FEET AROUND ENHANCEMENT) BUILDINGS BUT NOT WITHIN A 5' PERIMETER AROUND FOUNDATION WALLS) * TAKEN FROM PAGE 5-22 OF NEW YORK STATE STORMWATER DESIGN MANUAL. (AUGUST, 2010) "AERATION INCLUDES THE USE OF MACHINES SUCH AS TRACTOR —DRAWN IMPLEMENTS WITH COULTERS MAKING A NARROW SLIT IN THE SOIL, A ROLLER WITH MANY SPIKES MAKING INDENTATIONS IN THE SOIL, OR PRONGS WHICH FUNCTION LIKE A MINI—SUBSOILER. *** PER "DEEP RIPPING AND DE —COMPACTION, DEC 2008". A COPY IS INCLUDED WITHIN THE APPROVED SWPPP. TEMPORARY SEDIMENT CONTROL/PERMANENT STORMWATER BASIN TO BE UTILIZED AS A TEMPORARY SEDIMENT CONTROL BASIN DURING ROAD CONSTRUCTION. TEMPORARY SWALE TO BE CONSTRUCTED TO DIRECT CONSTRUCTION PHASE STORMWATER TO TEMPORARY SEDIMENT BASIN. SWALE TO BE MODIFIED AS CONSTRUCTION PROGRESSES TO PROPOSED GRADE. TEMPORARY SEDIMENT BASIN TO BE CLEANED AND CLEARED OF ACCUMULATED SEDIMENT & SEEDED AND MULCHED ONCE CONSTRUCTION HAS BEEN COMPLETED. TEMPORARY SEDIMENT TO PROVIDE 3600 CF OF STORAGE PER DISTURBED ACRE. MAXIMUM AVAILABLE STORAGE IN TEMPORARY SEDIMENT BASIN =2000 CF. V SWPPP GRADING LINE —�. I RECOMMENDED SOIL EROSION AND SEDIMENT CONTROL MEASURES MEASURES SHOWN ARE TO DEFINE INTENT. ACTUAL MEASURES WILL BE IMPLEMENTED AS SITE CONDITIONS WARRANT BY THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ALL NEEDED CONTROL MEASURES TO PREVENT SOIL EROSION. GENERAL MEASURES: 1. DAMAGE TO SURFACE WATERS RESULTING FROM EROSION AND SEDIMENTATION SHALL BE MINIMIZED BY STABILIZING DISTURBED AREAS AND BY REMOVING SEDIMENT FROM CONSTRUCTION SITE. 2. INSOFAR AS PRACTICABLE, EXISTING VEGETATION SHALL BE PRESERVED. FOLLOWING THE COMPLETION OF CONSTRUCTION ACTIVITIES IN ANY PORTION OF THE SITE, PERMANENT VEGETATION SHALL BE ESTABLISHED ON ALL EXPOSED SOILS. 3. SITE PREPARATION ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE AREA AND DURATION OF SOIL DISRUPTION. 4. PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND "ROUTES OF CONVENIENCE" SHALL BE AVOIDED. PARTICULAR MEASURES: 1. IMMEDIATELY FOLLOWING COMPLETION OF ANY AND ALL OF THE PROPOSED STORM DRAIN INLETS, STORM DRAIN INLET PROTECTION SHALL BE CONSTRUCTED. 2. DRAINAGE DITCH SEDIMENT FILTERS: UNTIL SUCH TIME AS FINAL SITE STABILIZATION IS COMPLETED, DITCHES SHALL RECEIVE TREATMENT WITH STONE CHECK DAMS SO AS TO EFFECTIVELY TRAP SEDIMENT AND MINIMIZE ITS RELEASE OFF —SITE. STONE CHECK DAMS SHALL BE CONSTRUCTED WITHIN EACH DITCH BEGINNING AT ITS DOWNSTREAM TERMINUS AND SHOULD NOT BE PLACED AT INTERVALS EXCEEDING 20 FEET. 3. TOPSOIL AND FILL THAT IS TO REMAIN STOCKPILED ON —SITE FOR PERIODS GREATER THAN 14—DAYS SHALL BE STABILIZED BY SEEDING AND MULCHING. PROVIDE SILT FENCE EROSION CONTROL DOWNGRADIENT OF SOIL STOCKPILE AREA. 4. IN NO CASE SHALL ERODIBLE MATERIALS BE STOCKPILED WITHIN 25 FEET OF ANY DITCH, STREAM, OR OTHER SURFACE WATER BODY. 5. PERMANENT VEGETATIVE COVER: IMMEDIATELY FOLLOWING THE COMPLETION OF CONSTRUCTION ACTIVITIES IN ANY PORTION OF THE SITE, PERMANENT VEGETATION SHALL BE ESTABLISHED ON ALL EXPOSED SOILS. 6. ALL HEALTHY TREES OF DESIRABLE SPECIES ARE TO BE PROTECTED FROM DAMAGE. ALL UNNECESSARY REMOVAL OF HEALTHY TREES SHALL BE AVOIDED. 7. THE CONTRACTOR IS TO ADHERE TO ALL REQUIREMENTS SET FORTH IN THE SWPPP. 8. WETLAND PROTECTION FENCE SHALL BE INSTALLED ALONG THE PERIMETER OF WETLANDS PRIOR TO THE START OF CONSTRUCTION. MAINTENANCE OF EROSION CONTROL MEASURES THE DEVELOPER/CONTRACTOR OR THEIR BUILDER SHALL INSPECT AND MAINTAIN THE INTEGRITY AND FUNCTION OF ALL TEMPORARY EROSION CONTROL MEASURES THROUGHOUT THE DURATION OF THE DEVELOPMENT PROCESS. TO ASSURE PROPER FUNCTION, SILTATION BARRIERS SHALL BE MAINTAINED IN GOOD CONDITION AND REINFORCED, EXTENDED, REPAIRED OR REPLACED AS NECESSARY. WASHOUTS SHALL BE IMMEDIATELY REPAIRED, RE —SEEDED AND PROTECTED FROM FURTHER EROSION. ALL ACCUMULATED SEDIMENT SHALL BE REMOVED AND CONTAINED IN APPROPRIATE SPOIL AREAS. WATER SHALL BE APPLIED TO NEWLY SEEDED AREAS AS NEEDED UN11L GRASS COVER IS WELL ESTABLISHED. TO EFFECTIVELY CONTROL WIND EROSION, WATER SHALL BE APPLIED TO ALL EXPOSED SOILS AS NECESSARY UNTIL GROUND COVER IS PERMANENTLY ESTABLISHED. TEMPORARY SEDIMENT CONTROL/PERMANENT STORMWATER BASIN TO BE UTILIZED AS A TEMPORARY SEDIMENT CONTROL BASIN DURING ROAD CONSTRUCTION. TEMPORARY SWALE TO BE CONSTRUCTED TO DIRECT CONSTRUCTION PHASE STORMWATER TO TEMPORARY SEDIMENT BASIN. SWALE TO BE MODIFIED AS CONSTRUCTION PROGRESSES TO PROPOSED GRADE. TEMPORARY SEDIMENT BASIN TO BE CLEANED AND CLEARED OF ACCUMULATED SEDIMENT & SEEDED AND MULCHED ONCE CONSTRUCTION HAS BEEN COMPLETED. TEMPORARY SEDIMENT TO PROVIDE 3600 CF OF STORAGE PER DISTURBED ACRE. MAXIMUM AVAILABLE STORAGE IN TEMPORARY SEDIMENT BASIN =2500 CF. `Limits of D.E.C. Validation DEC Wetland 5-47 d (See Note #6) < N;'crC I �. .�� �• �� ■� �� r— Limits Of ♦ nos+rurr:er f ` o, 201 025499 E. C, t/a/idation 0000 a -now 'wam ' SEDIMENT CONTROL FENCE ` ` ✓ / (TYP.) REFER TO DETAIL 2 � � ;' , . ` ♦ 00 0v0v00U0-00 0000 OO O 00 O OO. .O s ON SHEET DT-1 40010 O° 0 ° 00 0° 0 0 O° O 00 0 00 0° 04 O REFER TO DETAIL 6 ON SHEET `14_i O ° °`� ° ° ° ° ° ° ° 0 ° ° 0° AREA SPECIFIDT-1 FOR CNCRETE ATIONS WASHOUT 0 O° ° ° c REfE INLET PROTECTION (TYP.) REFER ♦ _ nds N1,F ` 1 WAS r O TO DETAIL 5 ON SHEET DT-1 /; ` nes ° a TEMPORARY 2e o \ Jo . EROSION CONTROL MATTING (TYP.) I y ♦ gp �Uj k 9 r�4 of Deeds •� 1 ,Poi CL Y Q O o REFER TO DETAIL 7 ON SHEET DT-1 O 0. !1' CV -- — O CONSTRUCTION ENTRANCE (TYP.) %xo- ��� O 0 ��� REFER TO DETAIL 1 ON SHEET DT-1 / i rz, -I/ 'E"'!� O I O � RIP RAP DOWNSLOPE OF S DEWA K a __ - '.-!I'I i� i � i� i� � SOIL .STOCKPILE AREA I— L I L I _ I PROPOSEi TRY AFAR MEET BGILQir ,516 S.F. FOOTPRI v LI 8 "RK1NG STALI S RFI)UIRE_ F 324— 3 h ,F a SAN — SAN - SAN-- n S�N� --�;-- ®LAN - - —W LEGEND 000000 O O O 0 w 34 i /dotj0n li �322 rnC:� -viJFY o UNIT ! ! of E C 324 �� cv TPARk I f S.FAIF. FC�C1TPRiN i RU LDING is Wetland 47 NCRETE Dirt DEC (See Note #) l � _ I � I '- - ►� 2L ■i l! 326 326 _—.Y Y10 v P L. w.. -21 i r _ _ Aiti - SAN ----- SAN SAN ---- y SAN SAN SAN SAN SAN Curb 3 S TA TI ON LANE a , r_. EROSION CONTROL MATTING SEDIMENT CONTROL FENCE INLET PROTECTION -_ - w_. _ — — — �. rail , - NI AN , SAN N - ---SAN ---SAN SAN - SAN �' -' ®"SAN SAN — SAN SAN --- SAN SAN — r^ �r - - "W — _ e �,- �,.. ,� may!-_✓_-✓-�.�-�.✓- �».-.�-,y.Y--�,�r�,-v_,� ,, _ _ _ �_ - — _ ___ k� __ __-..-_ e. .in v=3�6. i EROSION & SEDIMENT CONTROL PLAN 0 15 SCALE: 1 "=30' 1 PLANNING BOARD # 20190467 Approved der authority of a resolution adopted 3 o i by the Planning Bo the City of (Date) i�'�°�s %a�3° z z Saratoga Springs. _ �12-S z- (t I o�,D e/ Signed PROPOSED TREELINE (TYP.) EXISTING TREELINE (TYP.) WRAP: WATERPROOF TREE WRAP — APPLY IN 4" WIDE STRIPS MULCH — 3" MIN. SAUCER FINISHED GRADE AMENDED TOPSOIL MIXTURE IN THE FOLLOWING RATIOS BY VOLUME: 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) UNDISTURBED SUBGRADE Limits of D.E.C. Validation 0 ` DEC Wetlond S-47 "Woo�' ` (See Note #6) �► so -No wwwww LLJ 0 MULCH COVER WITHIN PARKING LOT ISLANDS (TYP.) HOSE WIRE NO. 10 GAUGE STAKES 2" — 2 1 /2" DIA. OR SQ. 8' LONG. USE 3 STAKES FOR OVER 2" CAL. 2 STAKES FOR 2" CAL. & UNDER. NOTES: 1. MAJOR TREES (STREET & SHADE) SHALL BE 3" MIN. D.B.H. (DIAMETER AT BREAST HEIGHT) 2. MINOR TREES (SMALL ORNAMENTALS) SHALL BE 2" MIN, D.B.H. 3. SEE SUBDIVISION CONSTRUCTION REGULATIONS FOR RECOMMENDED STREET TREE SPECIES. 4. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF SARATOGA SPRINGS: A. BOTANICAL NAME B. COMMON NAME C. TOTAL QUANTITY D. HEIGHT OR TRUNK DIAMETER E. SPACING DECIDUOUS TREE PLANTING DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS EVI CUT & REMOVE TOP 1/3 OF BURLAP UNDISTURBED SUBGRADE S TA TION Wei ♦ Lands !N,/F of ♦ n i DocG _ I ; U try erg N,. 2013025499 / ,, 0000 � "Monaft-a' 0000 .� Lands v,% Daok 4 � �`t J' f 0eeds Ai P09 / � GROUND COVER TO CONSIST /—OF TYPICAL GRASS/LAWN I C 100 WITHIN CIVIC SPACE AREA - -� T IL i�!," �� irnits o DEC Wetlond 6 47 AR APARTMENT ��i� !!� (See Note # ) c1� 2,218+ S.F. F0,0T� lr HA (2) - I I 40, a-__-6jt L-" LANDSCAPING PLAN 15 60 SCALE: 1 "=30' DECIDUOUS BARK MULCH 3" MIN. FINISHED GRADE AMENDED TOPSOIL MIXTURE IN THE FOLLOWING RATIOS, BY VOLUME: 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) NOTES: 1. PRUNE 1/3 TOP GROWTH ON DECIDUOUS TREES & SHRUBS AS NEEDED. REMOVE ALL DEAD CANE. 2. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF SARATOGA SPRINGS: A. BOTANICAL NAME B. COMMON NAME C. TOTAL QUANTITY D. HEIGHT E. SPREAD F. SPACING G. ROOT TYPE SHRUB PLANTING DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS 120 Limits of D.E-C Val'dotion Headw0i% ,,­320 4 PLANTING LIST: MM *IF REQUIRED LANDSCAPE MATERIALS AND/OR SIZES ARE = OBTAINABLE. SUBMIT PROPOSAL OF ALTERNATIVE MATERIALS TO OWNER/LANDSCAPE ARCHITECT FOR APPROVALS AND SUBSTITUTIONS. ABRV BOTANICAL NAME COMMON NAME QTY SIZE COND SPACING REMARKS AR ACER RUBRUM RED MAPLE 4 3" CALIPER B&B AS SHOWN CO CELTIS OCCIDENTALIS HACKBERRY 6 3" CALIPER B&B AS SHOWN HA HYDRANGEA ARBORESCENS INVINCIBELLE SIRITY HYDRANGEA 7 #3 CONT. AS SHOWN HQ HYDRANGEA QUERCIFOLIA WHITE OAKLEAFED HYDRANGEA 4 #3 CONT. AS SHOWN SPECIES IV ILEX VERTICILLATA RED SPRITE WINTERBERRY 6 #5 CONT. 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BASE WITH 0.750" FLOOR THICKNESS. 4 ANCHOR BOLTS AND 1 GROUND LUG. INSTALL LIGHTS DIRECTLY ON BASE USING 7/8" DIA, x 1/8" THICK WASHERS 3/4" CHAMFER (TYP) ZINC -PLATED ANCHOR BOLT ASSEMBLY 'ER MANUFACTURER'S RECOMMENDATION NOTES: 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER). 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR ELECTRIFYING THE SYSTEM AND PAYING THE ELECTRIC BILLS UNTIL ACCEPTED AND TAKEN OVER BY THE CITY OF SARATOGA SPRINGS. 3. 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 1P 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 ONTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. DECORATIVE STREET LIGHT - (LED1 DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. LIGHTING PLAN 15 SCALE: 1 "=30' 1 Schedule Symbol Label Quantity Manufacturer Catalog Description Lamp Number Filename Lumens Per Light Loss Wattage Number Lamps Lamp Factor g See Detail 1 this sheet A for all Light Details per City of Saratoga Springs Standards 5 DSXW2 LED 20C DSXW2 LED LED 1 DSXW2 _ LED _20 7701 1 73 1000 40K T3M WITH 2 LIGHT C_1000_40K_T3 MVOLT ENGINES, 20 M_MVOLT.ies Q B LED's, 1000mA DRIVER, 4000K LED, TYPE 3 MEDIUM OPTIC 2 Lithonia Lighting DSX1 LED 40C DSX1 LED WITH LED 1 DSX1_LED_40C_ 7204 1 88.79 700 40K T3M (2) 20 LED 700 40K T3M MVOLT HS MA LIGHT ENGINES, MVOLT_HS_MA.i RIGHT ROTATED es TYPE T3M El Ci OPTIC, 4000K, p @ 700mA WITH HOUSE SIDE SHIELD, FOR PLANNING BOARD # 20190467 l ppr?ved der authority of a resolution adopted �-X, - by the Planning o the City of (Date) -' 7/3al2z Saratoga S riri s y z 5 z 9 P 9 / C a so to ianed EXISTING GROUND - 50' MIN. 6 / #2 & #3 STONE MIN. FILTER FABRIC MARAFI 10OX -� OR APPROVED EQUAL PROFILE MOUNTABLE BERM (OPTIONAL) 50' MIN. --- I 10, -- 12' ( 12' MIN. MIN. _ I! 10' PROVIDE CULVERT PIPE UNDER -� II ENTRANCE TO CONVEY UPLAND 1O'R DRAINAGE AOBE PLAN VIEW CONTRACTOR SHALL REMOVE MATERIALS AND RESTORE ENTRANCE AREA, ESTABLISHING VEGETATIVE COVER. 36" MIN. FENCE POST, DRIVEN MINIMUM 16" INTO GROUND SILT FENCE FABRIC (MIRAFI 100X) ---- 10'-0" O.C. MAX. WOVEN WIRE FENCE (MIN. 14Y2 GA W/MAX 6" MESH SPACING), EMBED FABRIC IN GROUND 6" MIN. ! z_ EXISTING COMPACTED z_ T4 PAVEMENT o� BACKFILL UNDISTURBED GROUND � ' FLOW ;-- z LILL I ! 6„ l� I i;` SOIL BACKFILL F�O� MIN. - - 4" PERSPECTIVE VIEW SECTION CONSTRUCTION SPECIFICATIONS: 1. STONE SIZE - USE #2 STONE, OR RECLAIMED 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 SIX (6) INCHES. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY FOUR (24) FOOD IF SINGLE ENTRANCE TO SITE. 5. FILTER FABRIC - WILL 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 ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. STABILIZED CONSTRUCTION ENTRANCE CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS 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, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 10OX, 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. STONE FILL APRON SIZING* PIPE SIZE A� B� [d] (IN.) PIPE SLOPE STONE DIMENSION [d50] (IN.) NYSDOT STANDARD STONE FILLING APRON THICKNESS [T] (IN.) APRON LENGTH [La] (FT.) Tl0-3% 4 LIGHT 18 10 I12 3-7% 6 LIGHT 18 14 ° _ J DISCHARGE TO Ed I ( d/2 o SEMI -CONFINED SECTION + (MAXIMUM TAILWATER 7-10% 9 MEDIUM 24 15 0-2% 6 LIGHT 18 14 2-5% 9 MEDIUM 24 20 I- a CONDITION) 15,18 5-10% 12 MEDIUM 30 24 0-1% 6 MEDIUM 24 14 II 1-2% 9 MEDIUM 24 20 A--! B--J i 24 ^�--------- La ---- -- - PLAN VIEW 2-5% 12 MEDIUM 30 26 5-8% 18 HEAVY 36 30 RISER -- , 0-3% 12 MEDIUM 28 28 MIN. DEPTH = DISCHARGE OR 30 TAILWATER DEPTH, WHICHEVER GDEPTH DICTATED BY IS REATER CHANNEL SECTION AT 3-6% 18 HEAVY 36 36 0-1% 9 MEDIUM 24 24 DISCH, END OF APRON 1-2% 15 HEAVY 36 32 d/2 PIPE =0%� --- -■- 6"MIN. 36 2-4% 18 HEAVY 36 40 3'MIN. 4-6% 21 HEAVY 38 45 i GRADED AGGREGATE - END SECTION - FILTER OR FILTER CLOTH PROFILE VIEW 1.0' 0-1% 12 HEAVY 28 28 1-2% 15 HEAVY 36 36 42 --w = d 0.4 La w = d + 0.4 La 2-3% 18 HEAVY 36 42 3-4% 21 HEAVY 38 45 2H �� 4" - d 2 -- �- 7 % 6„ 4 / 6" 0-1% 12 MEDIUM 28 32 T 48 GRADED AGGREGATE GRADED AGGREGATE ---' FILTER OR FILTER CLOTH FILTER OR FILTER CLOTH SECTION A -A SECTION B-B 1-2% 18 HEAVY 36 42 2-3% 24 HEAVY 44 48 3-4% 24 HEAVY 44 52 (AT END OF CULVERT) (AT END OF APRON) 0-1% 18 HEAVY 32 44 *SEE RIPRAP STANDARDS AND SPECIFICATIONS FOR MAXIMUM TAILWATER CONDITIONS & STONE FILL AND APRON SIZES 60 1-2% 24 HEAVY 43 58 2-3% 30 HEAVY 54 66 NOTES: L 33 HEAVY 59 70 1. APRON DIMENSIONS ARE BASED ON PIPES FLOWING FULL; USING ACTUAL *THE ABOVE TEXT FLOWS MAY RESULT IN DIFFERENT APRON DIMENSION. NYSDEC "NEW 2. MINIMUM THICKNESS OF THE STONE FILL LAYER SHALL BE 1.5 TIMES THE FIGURE 5b.12 MAXIMUM STONE DIAMETER FOR d50 OF 15' OR LESS; & 1.2 TIMES THE PROTECTION MAXIMUM STONE SIZE OR d50 GREATER THAN 15". (USDA-NRCS) IS BASED YORK OUTLET FOR A ROUND ON: STATE STANDARDS & PROTECTION DESIGN PIPE FLOWING SPECIFICATIONS FOR - MINIMUM TAILWATER FULL, MINIMUM TAILWATER EROSION & SEDIMENT CONDITION (DESIGN CONDITION: Tw CONTROL" - OF OUTLET < 0.5Do) Q. RIP RAP OUTLET P R OTE CTI O N CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS -WOVEN WIRE FENCE (MIN. 14Y2 GA W/MAX 6" MESH SPACING) 36" FENCE POST, DRIVEN MINIMUM 16" INTO GROUND FILTER FABRIC, EMBED IN GROUND 6" MINIMUM SLOPE LENGTH/FENCE LENGTH (FT) SLOPE STEEPNESS STANDARD REINFORCED SUPER <2% <50:1 300/1500 N/A N/A 2-10% 50:1 TO 10:1 125/1000 250/2000 300/2500 10-20% 10:1 TO 5:1 100/750 150/1000 200/1000 20-33% 5:1 TO 3:1 60/500 80/750 100/1000 33-50% 3:1 TO 2:1 40/250 70/350 100/500 >50% >2:1 20/125 30/175 50/250 STANDARD SILT FENCE (SF) IS FABRIC ROLLS STAPLED TO WOODEN STAKES DRIVEN 16" IN THE GROUND. REINFORCED SILT FENCE (RSF) IS FABRIC PLACED AGAINST WELDED WIRE FABRIC WITH ANCHORED STEEL POSTS DRIVEN 16" IN THE GROUND. SUPER SILT FENCE (SSF) IS FABRIC PLACED AGAINST CHAIN LINK FENCE AS SUPPORT BACKING WITH POSTS DRIVEN 3' IN THE GROUND. SEDIMENT CONTROL FENCE CITY OF SARATOGA SPRINGS STANDARD DETAIL 2"x4" WOOD FRAME 1.5' MAX. �3' MIN. 1 r DROP INLET WITH GRATE q - FRAME 1 `f� T � 1' MIN FA STAKE SCALE: NTS zw �o oo Q GATHER ACCESS AT tm CORNERS CONSTRUCTION SPECIFICATIONS: 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2"x4" WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A 2%4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. 7. MAXIMUM DRAINAGE AREA 1 ACRE. FABRIC DROP INLET PROTECTION CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS 1� 3 HAY BALE DIKES AS SHOWN ON GRADING PLAN - CONTRACTOR TO MONITOR AND REPLACE AS NEEDED OR A.O.B.E. HAY BALES TO REMAIN UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED MIN. 12" AKI('uno COVER SHALL BE SEEDED AND MULCHED AS SOON AS REQUIR ELEVATION IS ACHIEVED EXISTING GRADE - STREAM WATERCOURSE, OR WETLAND /' SLOPE �r SLOPE `SILT FENCE CONSTRUCTION MATERIALS OR FUEL STORAGE 6" OF 3-INCH STONE BEDDING SILT FENCE SLOPE �- MARAFI 100X FABRIC BEDDING 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY 1. AREA CHOSEN FOR STORAGE OPERATIONS SHALL BE DRY AND STABLE. AND STABLE. 2. MINIMUM DISTANCE TO A NATURAL WATER COURSE SHALL BE 50'. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. 3. THE TOP SIX INCHES OF NATIVE MATERIAL SHALL BE REMOVED FROM 3. SILT FENCING SHALL BE PLACED 5' DOWNSLOPE OF EACH MATERIAL/FUEL STORAGE AREA AND REPLACED WITH MARAFI 10OX PILE. UPON COMPLETION OF SOIL STOCKPILING, TOPSOIL GEOTEXTILE FABRIC AND 6" INCHES OF CRUSHED STONE BEDDING. SHALL BE STABILIZED WITH SEED AND MULCH IF NOT TO BE CRUSHED STONE SHALL MEET NYSDOT ITEM NO. 623.11 SPECIFICATIONS. DISTURBED/UTILIZED WITHIN 14 DAYS. 4. SEE ADDITIONAL DETAILS FOR INSTALLATION OF SILT FENCE. 4. SILT FENCING SHALL BE PLACED 5' DOWNSLOPE OF STORAGE AREA. 5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TO DIRECT 5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TO DIRECT CLEAN CLEAN RUNOFF FROM STOCKPILE AREAS. REFER TO EROSION RUNOFF FROM STORAGE AREAS. REFER TO EROSION AND SEDIMENT AND SEDIMENT CONTROL PLAN. AND PLAN. SOIL STOCKPILE FUEL OR MATERIAL STORAGE AREA MATERIAL STORAGE & SOIL STOCKPILE STABILIZATION DETAIL SCALE: CONCRETE WASHOUT AREA 10'X10'X3't DEEP - SILT FENCE SILT FENCE rCONCRETE WASHOUT AREA 10'X10'X3't DEEP (MIN.) SIGN IDENTIFYING SITE AS A CONCRETE WASHOUT AREA 10' WIDE GRAVEL ENTRANCE FROM PAVED ROAD TO WASHOUT AREA PAVED ROADWAY PLAN CONSTRUCTION SPECIFICATIONS 1. CONCRETE WASHOUT LOCATION SHALL BE A MINIMUM OF 50' FROM SENSITIVE AREAS. 2. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED MINIMUMS. CONCRETE WASHOUT FACILITY SHALL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. (APPROX. 60 GAL. OF WATER/WASTE PER TRUCK) 3. PLASTIC LINING MATERIAL SHALL BE 10 MIL(MINIMUM) POLY SHEETING AND BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. 4. WASHOUT FACILITY MUST BE CLEANED OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. POLY LINER TO BE CHANGED WHEN CONCRETE WASHOUT AREA IS CLEANED. TOP OF SLOPE PROPOSED FACE OF SLOPE CONTRACTOR TO INSTALL EROSION CONTROL BLANKETS (COCONUT FIBER OR JUTE) LIMITS OF DISTURBANCE SLOPE STABILIZATION DETAIL SCALE: NTS 10 MIL MIN.' POLY/PLASTIC LINER SECTION A' -A' PAVED ROADWAY - FILTER FABRIC, MARAFI 10OX OR EQUAL 12" OF #1 OR #2 CRUSHED STONE FROM PAVED ROAD TO WASHOUT AREA MAINTENANCE AND CLEANING 1. DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, STORM DRAINS OR DIRECTLY ONTO GROUND. 2. DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL. 3. PLACE A SECURE NON -COLLAPSING, NON -WATER COLLECTING COVER OVER THE FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT ACCUMULATION AND OVERFLOW. 4. REMOVE AND DISPOSE OF HARDENED CONCRETE AND RETURN THE STRUCTURE TO A FUNCTIONAL STATE. 5. INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING OR DAMAGE AND REPAIR AS NECESSARY (RE -LINE THE STRUCTURE WITH NEW POLY SHEETING AFTER EACH CLEANING). CONCRETE WASHOUT AREA SCALE: NTS PLANNING BOARD # 20190467 FRAME/GRATE CASTINGS PATTERN 2816E FROM CAMPBELL OR APPROVED EQUAL(FRAME TO BE SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF PAVEMENT AND FLUSH TO Y4" BELOW F.G.) FINISHED GRADE PRECAST GRADE RINGS (6" MIN. TO 20" MAX.) BRICK SHIMS NOT PERMITTED #4 BAR @ 6" O.C. EACH WAY WITH ADDITIONAL #4'S AROUND OPENING OF COVER FOR STORM MANHOLE, JOINTS BUTYL SEALED - INDUSTRY STD. OR A.O.B.E REINFORCED PLASTIC NON -SLIP STEPS PER NYSDOT 725-02.01 CIRCUMFERENTIAL REINFORCEMENT 0.12 SQ, IN. PER LIN. FT. MIN. FOR STORM MANHOLE, BOOT TYPE FLEXIBLE MEMBRANE SLEEVE FOR PIPE TO MEET ASTM SPEC. NO.C-923 SIZE AND LOCATION OF PIPES AS SPECIFIED 12" MIN. SUMP (SEE NOTE 3 BELOW) PRECAST CONCRETE BASE UNIT- 4,000 P.S.I. AT 28 DAYS, AIR - ENTRAINED CRUSHED STONE -#1 OR #2 NOMINAL SIZE OR GRADATION A.O.B.E ` UNDISTURBED SUBGRADE OR ADDITIONAL FOUNDATION STONE A.O.B.E NOTE: 1. SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER. 2. ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO HS20-44 WHEEL LOADING REQUIREMENTS. 3. CB1, 2, 3, 4, 5, 6, & 7 SHALL BE CONSTRUCTED WITH 4' MINIMUM SUMPS AND HOODS/SNOUTS ON ALL OUTLET PIPES. SEE DETAIL 6 OF THIS SHEET FOR HOOD/SNOUT SPECIFICATIONS. PRECAST CONCRETE CATCH BASIN CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS INSIDE I OF MANh 2" PROJECTI( INTO M.H. PIPE SPRINGLII TOP OF BASE SLAB PRECAST CONCRI BASE SECT HOPE PIPE TO STRUCTURE: BOOTED JOINT SCALE: NTS STORM STRUCTURE A I I --- --------------------- TOP SLAB ACCESS A (SEE FRAME AND COVER DETAIL) 6" MIN, CAGE FLOW BELOW ORIFICE INVERT I � 30" MIN. "I nw 1 INLET LOCAL VARY N CONTRACTOR TO GR TO FINISHED GRADE GRADE RINGS/RIS TOP OF CENTER CHAM (EXTENSIONS AVAILABLE REQUIRED) INLET PIPE (MULTIPLE INLET PIPE MAY BE ACCOMMODAI PERMANENT POOL ELEVA FIBERGLASS INTEE COMPONENTS SOLIDS STORAGE S ELEVATION A -A NOT TO SCALE LE STRUCTURE CDS-1 SHALL INSTALLED WITH FRAME & GRATE (EAST JORDAN 5419 MODEL OR APPROVED EQUAL) GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 3. CASCADE SEPARATOR WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 4. CASCADE SEPARATOR STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0'-2', AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. 5. CASCADE SEPARATOR STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C478 AND AASHTO LOAD FACTOR DESIGN METHOD. 6. ALTERNATE UNITS ARE SHOWN IN MILLIMETERS [mm]. INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CASCADE SEPARATOR MANHOLE STRUCTURE. C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET AND OUTLET PIPE(S). MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. NOTES: 1. CDS1 UNIT TO BE SUPPLIED BY CONTECH MODEL NUMBER CDS2015-4-C OR APPROVED EQUAL. 2. FRAME AND GRATE TO BE EAST JORDAN 5419 MODEL OR APPROVED EQUAL CASCADE SEPARATOR DETAIL ChAI C. AITC 1" PVC ANTI -SIPHON PIPE ADAPTER REMOVABLE WATERI ACCESS PORT, 6"- OPENING. OUTLET PIPE(HIDDE MOUNTING FLANGE Y4" STEEL REBAR @ 1Y2" O.C. VERTICAL BARS TO BE OUTSIDE HORIZONTAL BARS. TOP OF CAGE TO BE HINGED FOR POTENTIAL ACCESS TO ORIFICE. SAWCUT LINE ORIGINAL ASPHALT -- WEARING COURSE(S) BASE COURSE (SEE NOTE 3) PAVEMENT STRUCTURAL SECTION A.O. B. E. 12" 1� 04 SUBBASE COURSE (SEE NOTE 4) ORIGINAL SUBBASE COURSE OUTSIDE CROWN PIPE SPRINGLINE BOTTOM O.D. IN PVMT-1-- -IN TURF -----I - 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH i BORROW: WELL GRADED INORGANIC GRANULAR SOILS AND/OR ROCK, MAX 1-1/2" SIZE, NOT MORE THAN 20% BY WEIGHT PASSING #200 SIEVE, OR NATIVE MATERIAL, A.O.B.E. (USE VIBRATORY COMPACTOR WITH 12" LIFTS) -- TRENCH WALLS LAID BACK PER OSHA REQUIREMENTS OR SHEETING A.O.B.E. PIPE ZONE BACKFILL - GRADATION SHALL BE: 7 "WELL GRADED SAND WITH 3/4" MAX. PARTICLE ff SIZE AND NOT MORE THAN 10% PASSING #200 SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) PIPE ZONE BEDDING - FOUNDATION STONE TO CONFORM TO N.Y.S DOT. STANDARD SPEC. 703-02 COURSE AGGREGATE (SEE NOTE 2) UNDISTURBED SUBGRADE OR EXTRA FOUNDATION STONE A.O.B.E. 1. D. + 3' MAX. NOTES: 1. STREET OPENING PERMIT IS REQUIRED. 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE OR SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING 1" SIEVE, 0-15% PASSING 1/2" SIEVE. GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS. 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: MOUNT GRATE TO 2-1/2" SIEVE - PASS 100% BY WEIGHT STRUCTURE WITH HINGES 1-3/4" SIEVE - PASS 95-100% BY WEIGHT FOR POTENTIAL ACCESS 3/4" SIEVE - PASS 60-75% BY WEIGHT TO ORIFICE 1/4" SIEVE - PASS 25-45% BY WEIGHT #40 SIEVE - PASS 10-25% BY WEIGHT #100 SIEVE - PASS 3-12% BY WEIGHT 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 304, TYPE 2. TYPICAL PIPE TRENCH DETAIL S CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. I I L---I-------J ----I 1 u l L� A SECTION A -A DEEP SUMP TRASH RACK DETAIL CPAI C. A17C SNOUT OIL -WATER -DEBRIS SEPARATOR TYPICAL INSTALLATION CONFIGURATION DETAIL FRONT VIEW SIDE VIEW ANTI -SIP DEVICE OUTLET "S ZAME AND GRATE (TYP.) JOUT OIL -DEBRIS DOD kTCH BASIN (TYP.) LET PIPE _ AND BRIS LIDS SETTLE BOTTOM NOTES: I- L d 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE AS MANUFACTURED BY: NOTE: SUMP DEPTH OF 48" MIN. ALL STRUCTURES WITH BEST MANAGEMENT PRODUCTS, INC. SNOUTS. 53 MT. ARCHER RD, LYME, CT 06371 OR APPROVED EQUAL 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" LAMINATE THICKNESS. 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, AND AN ANTI -SIPHON VENT PIPE AND ELBOW AS DRAWN. (SEE CONFIGURATION DETAIL) 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATION (SNOUT SIZE ALWAYS LARGER THAN PIPE SIZE). 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A MINIMUM DISTANCE EQUAL TO Y THE OUTLET PIPE DIAMETER WITH A MINIMUM DISTANCE OF 6" FOR PIPES <12" I.D. 6. THE ANTI -SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND A MAXIMUM OF 12" ACCORDING TO STRUCTURE CONFIGURATION. 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL AND PIPE SHALL BE FINISHED FLUSH TO WALL. 8. ALL STRUCTURE JOINTS SHALL BE WATERTIGHT. 9. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS STEEL BOLTS AND OIL -RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. 10. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED INSTALLATION KIT. INSTALLATION KIT SHALL INCLUDE: A. INSTALLATION INSTRUCTIONS B. PVC ANTI -SIPHON VENT PIPE AND ADAPTER C. OIL -RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING D. %" STAINLESS STEEL BOLTS E. ANCHOR SHIELDS STANDARD SNOUT OIL-WATER/DEBRIS SEPARATOR SCALE: NTS FRAME/GRATE CASTINGS PATTERN CLEAR OPENING 1009-8 FROM CAMPBELL OR APPROVED EQUAL(FRAME TO BE SET 2 -6' PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF PAVEMENT AND FLUSH TO Y4" BELOW F.G. FINISH GRADE CONE Q EXTENSION(S)* 8„ 8„ PRECAST CONCRETE GRADE RINGS *AS REQ'D TO ADJUST 6"(MIN.) TO 20"(MAX.) NO TO FINISHED GRADE. �f��%��f�`� �A'1�, CONCRETE BRICK SHIM COURSES USE PRECAST UNITS CIA REINFORCED PLASTIC NON -SLIP Z i ECCENTRIC STEPS PER NYSDOT 725-02.01 � CONE - 0PRECAST CONCRETE SECTIONS - 4,000 SECTION j % P.S.I. AT 28 DAYS, AIR- ENTRAINED !\ ;; FOR STORM MANHOLE, JOINTS BUTYL SEALED - INDUSTRY STD. OR A.O.B.E. o 12' O.C. RISER -L I 5„ bi FOR STORM MANHOLE, BOOT TYPE FLEXIBLE SECTION (if5" CL MEMBRANE SLEEVE FOR PIPE TO MEET ASTM Q 4'-0" I.D. MIN. SPEC. NO.C-923 (SHOP DRAWINGS REQ'D) i CIRCUMFERENTIAL REINFORCEMENT 0.12 SQ. IN. PER LIN. FT. MIN. SIZE AND LOCATION OF PIPES o i AS SPECIFIED 12" 12" MIN. SUMP BOTTOM i SECTION00 - 8"-12" CRUSHED STONE - #1 OR #2 _ NOMINAL SIZE OR GRADATION A.O.B.E. UNDISTURBED SUBGRADE OR ADDITIONAL XX FOUNDATION STONE A.0.6 NOTE: 1. SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER. 2. ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO HS20-44 WHEEL LOADING REQUIREMENTS. 3. FOUNDATION DRAIN LATERALS: TO BE 4" SDR 35 PVC AT A MIN. SLOPE OF 1.00%. THE CROWN OF THE FOUNDATION DRAINS SHALL MATCH THE CROWN OF THE HIGHEST PIPE WITHIN THE CATCH BASIN STRUCTURE. FOUNDATION DRAINS TO EXTEND 5' MIN. PAST PROPERTY LINE OF LOT SERVICED. PRECAST CONCRETE DRAINAGE MANHOLE �i C OVE R CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS PLANNING BOARD # 20190467 Approved� under authority of a resolution adopted 7 3a 7. by the Plannin ze 7;=7 f the City of (Date) / 3� Z z Saratoga Sprig . y Z $ a I e ateSig d / BEND GRADE WIDTH AS REQUIRED + DEPTH „D„ J SECTION A -A TEE FABRIC FABRIC THRUST BLOCK r `A CONCRETE THRUST BLOCK LrA LENGTH PLAN TEE WITH PLUG WATER MAIN (OR SEWER FORCE MAIN) '- UNDISTURBED SOIL TYPICAL THRUST BLOCKS DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS EXISTING SEWER MAIN: TAPPING SADDLE TO BE APPROVED BY D.P.W. NEW SEWER MAIN CONSTURCTION: , 45' OR 60' WYE OR TEE/WYE TO BE APPROVED BY D.P.W. SEWER MAIN ADAPTOR FITTING IF REQ'D - 45' OR 30' BEND AS REQ'D BUILDING SEWER LATERAL 6" MIN. SDR 35 PVC CITY PROPERTY PLAN EXISTING AND/OR FINISHED GRADE w SLOPE: 2.0% MIN. (1/4" z PER FOOT) TO 10% MAX. 0 NOTES: 1. CONCRETE SHALL BE 4,000 PSI. SEE CONCRETE SPECIFICATIONS DETAIL FOR COMPLETE CONCRETE SPECIFICATIONS. 2. FOR REQUIRED BEARING AREA AND DIMENSION L AND D, SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED. 3. CONCRETE NOT TO OVERLAP ANY JOINT. 4. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 5. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS LARGER THAN 12" DIAMETER TO BE APPROVED BY CITY ENGINEER. 6. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: V= LID W+ID) - ID 81 WHERE: V = VOLUME IN CUBIC YARDS L = LENGTH OF BLOCK IN FEET D = DEPTH OF BLOCK IN FEET Q = WIDTH OF BLOCK IN FEET I.D. = INSIDE DIAMETER OF PIPE IN FEET 7. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF WITH A SAFETY FACTOR OF 1.7. DUE TO OTHER SOIL CONDITIONS ENCOUNTERED, BEARING AREAS MAY BE MODIFIED BY ENGINEER. 8. IN MUCK, PEAT, OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE ENGINEER. 9. VALVES FOR TEE ALSO APPLY TO END PLUGS, CAPS, AND TAPPING SLEEVES. REQUIRED BEARING AREAS do DIMENSIONS FOR CONCRETE THRUST BLOCKS PIPE TEE(SEE NOTE 5) 90'04) BEND 45'Q6) BEND 22Xi Q(e) BEND I % N) BEND SIZE (IN.) AREA S.F. DIMEN. AREA S.F. DIMEN. AREA S.F. DIMEN. AREA S.F. DIMEN. AREA S.F. DIMEN. D& L D& L D& L D& L D& L 4" 1.4 1.0 x 1.5 2.0 1.0 x 2.0 1.1 1.0 x 1.0 0.6 0.5 x 1.5 0.3 0.5 x 1.0 6" 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 8"L 2.0 x 3.0 8.0 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 10"2.5 x 3.5 12.5 3.0 x 4.5 6.8 2.0 x 3.0 3.4 1.5 x 2.5 1.7 1.0 x 2.0 12" 3.5 x 3.5 18.0 4.0 x 4.5 9.7 2.5 x 4.0 5.0 2.0 x 2.5 2.5 1.5 x 2.0 THRUST BLOCKS NOTES CITY OF SARATOGA SPRINGS STANDARD DETAIL SAWCUT LINE PROPERTY LINE, R.O.W. OR ORIGINAL ASPHALT EASEMENT LIMIT WEARING COURSE(S) END CAP FOR FUTURE BASE COURSE �� CONNECTION (SEE NOTE 3) i - 2"x4"x24" PRESSURE TREATED SET PLUMB AT END OF LATERAL FLAGGED PAVEMENT WITH FLUORESCENT COLORED SURVEY STRUCTURAL RIBBON FOR EASY IDENTIFICATION SECTION A.O.B.E. N LATERAL ON PRIVATE PROPERTY z , - MIN. SCH. 40 PVC SUBBASE COURSE (SEE NOTE 4) ORIGINAL SUBBASE COURSE + 45' fL 1 - 45' OR 30' BED AS REQUIRED PRIVATE PROPERTY REVEAL 2"x4"x24" PRESSURE TREATED STAKE PIPE BEDDING AS REQUIRED UNDISTURBED SUBGRADE SECTION NOTES: 1. THE SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNERS RESPONSIBILITY. 2. CONNECTION TO THE PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14. 3. A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY. 4. ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS. 5. BUILDING SEWER LATERAL MATERIALS SHALL BE THE SAME AS THE MAIN SEWER LINE MATERIAL UNLESS OTHERWISE SPECIFIED. SANITARY S EW E R SERVICE CONNECTIONS GLAND NUT (5/$" & 3/4" BOLT, TORQUE TO MANUFACTURERS RECOMMENDATIONS) SPIGOT OR PLAIN END CITY OF SARATOGA SPRINGS STANDARD DETAIL PLAIN RUBBER GASKET BELL OR SOCKET SPIGOT OR PLAIN END SECTION 'A' PUSH -ON JOINT(P.O.J.) M.J. BOLT TORQUE JOINT SIZE BOLT SIZE TORQUE RANGE 3" 45-60 FT-LBS 4"-24" 3/4" 75-90 FT-LBS MECHANICAL JOINT(M.J.) TYPICAL JOINT DETAIL SCALE: NTS SCALE: NTS OUTSIDE CROWN PIPE SPRINGLINE BOTTOM O.D. SCALE: NTS g, O 'n--FULL LENGTH OF PIPE CENTERED ON SEWER LINE-{ R LINE JITARY SEWER STORM SEWER NOTES: NOTE: 1. REFERENCE - TEN STATE STANDARDS PIPE JOINTS TO BE EQUIDISTANT FROM 2. WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10, EDGE POINT OF CROSSING FOR BOTH WATER TO EDGE. IF MINIMUM CANNOT BE MAINTAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN AND SEWER PIPES. 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 PROVED THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING. I N STALLATI O N O F WATE R MAI N AT CROSSING WITH SANITARY OR STORM SEWER 12" ---IN PVMT IN TURF �- 4° TOPSOIL, FERTILIZE, LIME, SEED AND MULCH BORROW: WELL GRADED INORGANIC GRANULAR -�- SOILS AND/OR ROCK, MAX 1-1/2" MORE THAN 20% BY WEIGHT SIEVE, OR NATIVE MATERIAL, SIZE, NOT PASSING #200 A.O.B.E. (USE VIBRATORY COMPACTOR WITH 12" LIFTS) U i TRENCH WALLS LAID BACK PER OSHA REQUIREMENTS OR SHEETING A.O.B.E. 3 PIPE ZONE BACKFILL - GRADATION SHALL BE: 12" MIN. WELL GRADED SAND WITH 3/4" MAX. PARTICLE r SIZE AND NOT MORE THAN 10% PASSING #200 SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) I PIPE ZONE BEDDING - FOUNDATION STONE TO CONFORM TO N.Y.S DOT. STANDARD SPEC. 703-02 COURSE AGGREGATE (SEE NOTE 2) UNDISTURBED SUBGRADE OR EXTRA FOUNDATION `F STONE A.O.B.E. ----- ----- I.D. + 3' MAX. NOTES: 1. STREET OPENING PERMIT IS REQUIRED. 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE - OR - - SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING 1" SIEVE, 0-15% PASSING 1 /2" SIEVE. - GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS. 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: 2-1/2" SIEVE - PASS 100% BY WEIGHT 1-3/4" SIEVE - PASS 95-100% BY WEIGHT 3/4" SIEVE - PASS 60-75% BY WEIGHT 1/4" SIEVE - PASS 25-45% BY WEIGHT #40 SIEVE - PASS 10-25% BY WEIGHT #100 SIEVE - PASS 3-12% BY WEIGHT 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 304, TYPE 2. TYPICAL PIPE TRENCH DETAIL FINISHED GRADE 3,000 P.S.I. CONC. THRUST BLOCK (TYP.) CITY OF SARATOGA SPRINGS STANDARD DETAIL -FINISH GRADE SEE VALVE BOX DETAIL 1 ON SHEET (TELESCOPIC I DT-4 FOR PAVEMENT SPECIFICATIONS PATTERN) 6" MUELLER A-2361 R.W. GATE 1 VALVE WITH 1 = MECHANICAL JOINT z z ENDS "OPEN RIGHT" �I� THRUST RESTRAINT AS REQUIRED FLUSH WITH THE PAVEMENT OR 1 " IN GRASSED AREAS - VALVE BOX (TELESCOPIC PATTERN) 6" DIP WATER SERVICE EXIST. MAIN ' � �� a ''�z STAINLESS STEEL p TAPPING SLEEVE BY TPS STAINLESS STEEL BAND TAPPING SLEEVE AND VALVE SCALE: NTS SCALE: N.T.S. CITY OF SARATOGA SPRINGS STANDARD DETAIL 'AMPBELL FOUNDRY COMPANY 10. 1009 OR EQUAL INISH GRADE -MATERIAL VARIES :ONCRETE BRICK UNDER NTIRE PERIMETER ',EMOVABLE WATERTIGHT 'LUG OR CAP �"-SHORT ',ADIUS BEND f' BRANCH WITH LATERAL VATERTIGHT JOINT FOR PLUG, :AP OR ADDITIONAL PIPING >EWER MAIN OR i" SEWER LATERAL =LOW DIRECTION 'IPE BEDDING ;OMPACTED SUBGRADE SOLID CONCRETE BLOCK TYPICAL CLEAN OUT SCALE: NTS PLANNING BOARD # 20190467 App ovedun er authority of a resolution adopted 7 r �r/e 7' by the Planning and of the City of / Date Z Saratoga prings.. 9 g Z/ hairy r: dny kDate ign d J SCALE: NTS - TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 HMA., 80 SERIES COMPACTION BINDER COURSE - NYSDOT ITEM 402.198902-19F9 HMA., 80 SERIES 407.0102 DILUTEDD TACK TACK COAT - NITEM - COMPACTION PG BINDER (LIQUID PAVEMENT TOP BINDER GRAVEL ESAL AC� �' COAT ASPHALT) GRADE SHALL BE PG-64-22 TYPE COURSE COURSE COURSE LEVEL - SUBBASE COURSE TYPE 2 PER NYSDOT SPECS SECTION 304 (INCREASE 6" FOR TYPE 4 PER NYSDOT SPECS SECTION 304) COMPACTED TO 95% PROCTOR ,v CONSTRUCTION FABRIC, AMOCO STYLE 2006 OR APPROVED EQUAL SUBGRADE - COMPACTED TO -' INSTALLED IN ACCORDANCE WITH PARKING LOT 1-1/2" 2" 8-10" MILLION STANDARD 1-1/2" 3" 12" <30 ROADWAY MILLION HEAVILY TRAVELED / 2" W 12" <30 TRUCK MILLION LOADING 90% STANDARD PROCTOR SECTION 207 NYSDOT STANDARD *BINDER TO BE PLACED IN 2-2" LIFTS WITH TACK COAT BETWEEN. SPECIFICATIONS NOTES: 1. THICKNESS OF ALL COURSES SHOWN ON THE DRAWINGS ARE COMPACTED THICKNESSES. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. 3. ALL MATERIALS SHALL CONFORM TO NYSDOT, SECTION 400 AND SECTION 300. 4. CONSTRUCT ASPHALT PAVEMENT IN ACCORDANCE WITH NYSDOT SECTION 401-3. 5. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. 5. IF SUBGRADE IS UNSUITABLE FOR SUBBASE INSTALLATION AT THE TIME OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER INDICATING PROPOSED CORRECTIVE MEASURES (E.G., FILTER FABRIC, UNDERDRAINS, ADDITIONAL GRAVEL, ETC.). 6. CURBS SHALL BE FORMED INTEGRALLY WITH BINDER COURSE AND TOP COURSE. 7. BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN PAVEMENT COURSES IF MORE THAN 48 HOURS HAS ELAPSED BETWEEN PLACEMENT OF COURSES. TACK COAT WHEN USED SHALL BE APPLIED PER NYSDOT SECTION 407-2 AT APPLICATION RATE OF 0.05-0.1 GAL/SQ.YD. 8. ALL TESTING FOR COMPACTION SHALL BE AS ORDERED BY THE ENGINEER. THE CONTRACTOR SHALL PAY FOR ALL TESTING. 9. IF MORE THAN 30 DAYS WILL ELAPSE BETWEEN PAVING OF BINDER COURSE PAVEMENT AND TOP COURSE PAVEMENT, ALL SANITARY SEWER AND STORM SEWER FRAME SETS AND VALVE BOXES SHALL BE SET AT THE BINDER COURSE ELEV. AND SHALL BE RAISED AT THE TIME OF APPLICATION OF THE TOP COURSE PAVING. 10. ALL FILL TO CONSTRUCT TO SUBGRADE ELEVATIONS SHALL BE COMPACTED TO 95% PROCTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST AND COORDINATION OF THE TESTING AND DOCUMENTATION OF THE FILL MATERIAL AND THE COMPACTION OF THE FILL MATERIAL. 11. IN PARKING LOT: FILL AREAS- BACKFILL WITH CLEAN SAND AND GRAVEL COMPACTED IN 12" LOOSE LIFTS UP TO 24" BELOW SUBBASE. THEN COMPACT IN 8" LOOSE LIFTS TO REQUIRED SUBBASE. SAND AND GRAVEL TO BE WELL GRADED WITH NO MATERIAL LARGER THEN 3" AND LESS THEN 10% FINER THEN THE #200 SIEVE, COMPACTION TO BE 95% STANDARD PROCTOR DENSITY, MEASURED AT EACH LIFT. PROVIDE SIEVE TEST OF FILL MATERIAL FOR APPROVAL PRIOR TO USE. PROVIDE COMPACTION RESULTS DEMONSTRATING CONFORMITY. SUITABLE NATIVE MATERIAL SHALL BE PERMITTED IN FILL AREAS AS AN ALTERNATE TO THE MATERIAL SPECIFIED ABOVE SUBJECT TO DESIGN AND CITY ENGINEERS REVIEW AND APPROVAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GEOTECHNICAL ANALYSIS TO DETERMINE THE SUITABILITY OF THE NATIVE MATERIAL AS ROAD FILL TO THE SATISFACTION OF THE DESIGN AND CITY ENGINEER. ASPHALT PAVEMENT DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL TAPER CURB CONCRETE SIDEWALK & APRON (AS NECESSARY) TYPE 1 AT NON -VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLE TRAFFIC AREAS ASPHALT DRIVEWAY (SEE CONCRETE SIDEWALK DETAIL) �- � EXPANSION JOINT (TYP.) FULL DEPTH OF CONCRETE TURF (TYP.) 6" CONCRETE CURB R-5' - TRANSITION CURB 22' OPENING BOTH SIDES 11/2" REVEAL WARPED PAVEMENT � .__- 5' -��- /- STREET (MAX.) AREA (TYP. BOTH , SIDES) DROP CURB AT COMMERCIAL DRIVEWAY DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL LOCATION OF ACCESSIBLE PARKING SIGNAGE SLOPED CURB SLOPED SIDEWALK HANDICAP - RAMP WITH COARSE BROOM FINISH (TYP.) \ 1lo SIDEWALK RAMP LANDING FLUSH WITH PAVEMENT SIDEWALK & CURB - PER PLAN (PER SHEET LMG-1) SIDEWALK , RAMP SECTION Y ; PAVEMENT MARKINGS PER ADA STANDARDS �P P O� P Q RAMP 3-DIMENSIONAL VIEW (WIDTH VARIES) RAMP LANDING FLUSH, SMOOTH RAMP LANDING AT PARKING LOT RAMP CROSS SECTION NOTES: REFER TO PLANS (LMG-1) FOR SPECIFIC SLOPE AND SPOT ELEVATIONS. (PER SHEET LMG-1) RAMP SECTION SIDEWALK SIDEWALK RAMP SCALE: NTS SLOPE NOT TO EXCEED 1:12 OR 8.33% (REFER TO GRADING PLAN) SCALE: NTS BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" x 6" NO. 6/6 WOVEN WIRE MESH EXCEPT A.O. B. E. 6" GRANULAR SUBBASE COURSE NYS DOT NIA "I SECT. 304, TYPE 2 COMPACTED TO 95% \/\\/\\/\\/\\/\\ STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TYPE 1 - TYPICAL PEDESTRIAN TRAFFIC LOADING NOTES: __ BROOM FINISH PERPENDICULAR TO WALK EXPANSION JOINT SPACING - 20' - 25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL - 6" CONCRETE - SEE CONCRETE CROSS SLOPE - 1 /8" TO 1 /4" PER FOOT (MAX. SPECIFICATIONS SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E MAX. SLOPE ALONG THE LENGTH OF THE WALK �. SHOULD NOT EXCEED 1:12 6" x 6" NO. 6/6 WOVEN WIRE MESH CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER \�\\/\\\/\\/\\ 8" GRANULAR SUBBASE COURSE NYS DOT SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED//�//�//�/j�/j/ SECT. 304, TYPE 2 COMPACTED TO 95% BY CITY ENGINEER \j/\\j/\\j/\\j/\\//\\ STANDARD PROCTOR - SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TYPE 2 - VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS) GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 1. SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2. SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3. SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1. ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. 2. SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN) FROM EDGE OF SHOULDER. 3. SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. CONCRETE SIDEWALK DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS 5' MIN. CONCRETE SIDEWALK - R.O.W. EXPANSION JOINT - (TYP.) TRANSITION CURB DETECTABLE TEXTURE • • R R/ES WARNING (TYP.) 00 °o°°°°a° °0-, �pOa°c °C°�° - - a°a apo0�o° 1:12 MAX SLOPE COO 0°°0 O a -'°°oa��ac��Sv' MEASURED 3 _6" PERPENDICULAR FLUSH REVEAL MIN. TO CURB 6" CURB (TYP.) - 5' MIN. = PEDESTRIAN CURB RAMP AT STREET CORNER `. ` CONCRETE SIDEWALK 41 4\ FLUSH - a REVEAL ap0000°apGCO a °o Qa°°otioo°p°� °' o�0oo p°o°ana°flooa6D�°' DETECTABLE TEXTURE \ °° o� WARNING °oaooaa�aoati�oUop�C 0',p ,,o°aoapO 0,00 Opp°0p°°°°0°n° „-0°a00°p HEAVY BROOM ° FINISH (TYP.) 5' 3'_ TRANSITION 6' MIN, CURB DETECTABLE TEXTURE WARNING ° °° `.�.�.`�...000�oo° 0000�°ap° " `�- CONCRETE + . .' °4aopa0aQ°0°�0aa0a + . SIDEWALK ♦ .+ . • .�,�?aOaapP°op°aaooOOC". �. . ao a� o o 00 °000OC o °Q =r ' -- TURF .+. .. apO°o0C°op°DqQ°Q000000.0.... a00°C0°,-00.v.. n,v00ap0op°°0° °°c • • "6OgnO°copp°a00000. Op4ppp° ♦. - - FLUSH REVEAL TRANSIT/ON CURB 3 -6", - 6" CURB MIN (TYP.) L 6" CURB (TYP.) PEDESTRIAN CURB RAMP AT SIDEWALK PEDESTRIAN CURB RAMP AT GRASS STRIP NOTE: - DETECTABLE TEXTURE WARNING TO BE IN THE FORM OF DOMES AS SPECIFIED ON NYSDOT STANDARD SHEET M608-5R2. VERIFY LOCATIONS) & TYPE OF DETECTION WITH CITY ENGINEER. TYPICAL PEDESTRIAN CURB RAMPS DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS 3" 1. 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 EQUAL" 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. 2. WHEN AIR TEMPERATURES ARE 50 DEGREES FAHRENHEIT AND BELOW, A NON -CHLORINE ACCELERATOR IS REQUIRED PER A.C.I. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FAHRENHEIT AND ABOVE, AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.I. 305F-99. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 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 RATION. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZER IS APPROXIMATELY 2 TO 3 INCHES. 4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PROTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION. 5. ALL SLIP -FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J CONCRETE MIXTURE (OR APPROVED EQUAL). 6. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERE TO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY ENGINEER. CONCRETE SPECIFICATIONS CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. PLAN VIEW 3D VIEW RING: 1.5" O.D 11 GAUGE TUB 1.89 EAM: 2" CHEDULq 0.72 0.11 DIMENSIONING PLAN GENERAL NOTES: 1. BIKE HITCH TO BE SPECIFIED AS DERO BIKE HITCH OR OWNER APPROVED EQUIVALANT 2. FINISH TO BE BLACK. 3. MANUFACTURER TO BE: DERO BIKE RACK CO., 2657 32ND AVENUE S, MINNEAPOLIS, MN 55406, 1-888-337-6729. FAX: 612-331-2731 WEBSITE: WWW.DERO.COM 4. IN -GROUND MOUNT INSTALLATION AND REQUIRED SETBACKS SHALL BE PER MANUFACTURER'S SPECIFICATIONS BIKE RACK 12" FROM PAVEMENT _ EDGE OR 3'-0" FROM VERTICAL OBSTRUCTION 9-1/2" OR FROM STALL END i 3-1/2" 11 Fziz /1/ 3" SCALE: NTS HAND RAILING MATERIAL, STYLE AND COLOR TO BE IN ACCORDANCE WITH THE ARCHITECTURAL SPECIFICATION FOR ALL HANDRAILS ON SITE AND = 7' LONG PRECAST BUMPER IN ACCORDANCE WITH ADA STANDARDS & UBC. • BLOCK BY FORT MILLER CO. 6" OR EQUAL. F-A - MIN. 5"-0" MIN. � MIN.--1�--�{ PAVEMENT (SEE ASPHALT 2 RODS 18" LONG PER EACH -- UNIT (DIAMETER OF ROD TO FIT 00 PAVEMENT DETAIL FOR THICKNESS) i SNUGGLY IN PRECAST HOLE) 00 5'-0" MIN. -� 5'-0" MIN. 1:50 SLOPE PRECAST CONCRETE WHEEL STOP 4" MAX. �-1:50 SLOPE 9 HMAX. sLOPE MAX. - SCALE: NTS A \. 4 CONCRETE RAMP (TYP.) 11 CONCRETE RAMP (TYP.) - CONCRETE LANDING (TYP.) SECTION A -A PLANNING BOARD # 20190467 Approved under authority of a resolution adopted B CONCRETE RAMP HANDRAIL DETAIL 71Zv✓,/. by the Planning oard of the city of SCALE: NTS Saratoga Springs. 9 zg a/ Chairperson ate Signed A B A B C D E CENTER TO WIDTH OF BIN WITH ROAD BETV _jCD 2 S U Q Ci U Z pZ ~ LLI 0_ �i' Z Ch 0 Y J J Ja] W J Q mU J m of Q �� -I Dw D > m (!) U Q U a- U O 0' 9'0" 9.0 12.0 20.0 30.0 - 20' 9'0" 15.0 11.0 26.3 41.0 32.5 30' 9'0" 17.3 11.0 18.0 45.6 37.8 40' 9'0" 19.1 12.0 14.0 50.2 43.3 45' 9'0" 19.8 13.0 12.7 52.6 46.2 50' 9'0" 20.4 12.0 11.7 52.8 47.0 60' 9'0" 21.0 18.0 10.4 60.0 55.5 70' 9'0" 21.0 19.0 9.6 61.0 57.9 80' 9'0" 20.3 24.0* 9.1 64.3 62.7 90- 9'0" 18.0 24.0* 9.0 62.0 - * TWO WAY TRAFFIC CIRCULATION CENTER RESERVED 'WO ROW PARKING CCESS D EEN MUTCD NO. P4-6C CONCRETE CURB PARKING ANY TIME MUTCD NO. P1-1 C 0 -,0a- 91 (TYP.) _C�--- -- "NO PARKING ANYTIME" SIGN 3._8. MIN. "HANDICAP PARKING" SIGN W/"VAN ACCESSIBLE" SIGN Hg� �""/ -- DROP CURB (FLUSH REVEAL) 6" HIGH CURB - TYPICAL ACCESS ISLE PAINTED WITH 4" DIAGONAL LINES AT 45' ANGLE, 24" O.C. 0 4" WIDE PARKING LINES PAINTED WHITE ANSI STANDARD HANDICAP SYMBOL 8'-0" 8'-0" 8'-0" MIN. ! MIN. 1 MIN. NOTES: 1. PROVIDED 1 HANDICAP SPACE IN EVERY 25 PARKING SPACES UP TO 100, REFER TO TABLE 1106.1 OF THE NYS BUILDING CODE FOR ADDITIONAL INFORMATION. 2. MAXIMUM SLOPE WITHIN HANDICAPPED PARKING SPACE AND/OR NO PARKING AISLE SHALL NOT EXCEED 1:50 IN ALL DIRECTIONS. 3. SIGNS SHALL BE PERMANENTLY INSTALLED AT A MIN. CLEAR HEIGHT OF 84" ABOVE WALKWAY SURFACE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACCESS ISLE. 4. SIGN SHALL MEET THE LATEST REQUIREMENTS FOR RETROREFLECTIVITY. TYPICAL PARKING SPACE LAYOUT CITY OF SARATOGA SPRINGS STANDARD DETAIL RESERVED PARKING MUTCD NO. P4-6C CONCRETE SIDEWALK MAN GRASS BELT BETWEEN "HANDICAP PARKING" SIGN �- CURB AND SIDEWALK _, -; W/"VAN ACCESSIBLE" SIGN CONCRETE CURB _------ DROP CURB (FLUSH REVEAL) 6" HIGH CURB _ __.----- TYPICAL ACCESS ISLE PAINTED WITH 4" DIAGONAL LINES AT 45' ANGLE, 24" O.C. 4" WIDE PARKING LINES 4'-0" 22'-0" PAINTED WHITE MIN. MIN. - ANSI STANDARD HANDICAP SYMBOL NOTES: 1. MAXIMUM SLOPE WITHIN HANDICAPPED PARKING SPACE AND/OR NO PARKING AISLE SHALL NOT EXCEED 1:50 IN ALL DIRECTIONS. 2. SIGNS SHALL BE PERMANENTLY INSTALLED AT A MIN. CLEAR HEIGHT OF 84" ABOVE WALKWAY SURFACE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACCESS ISLE. 3. SIGN SHALL MEET THE LATEST REQUIREMENTS FOR RETROREFLECTIVITY. TYPICAL PARALLEL PARKING ACCESSIBLE ACCESS LAYOUT FINISHED GRADE 6" MIN. NOTE: EXPANSION JOINTS SPACED ALONG CURB 10' O.C. MAX. SCALE: NTS 1 /4" RADIUS 6" MIN. PAVEMENT CAST-IN-PLACE/SLIP FORM - CONCRETE CURB. SEE CONCRETE SPECIFICATIONS DETAIL GRAVEL COMPACTED TO 95% STANDARD PROCTOR �- SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TYPE 'I CURB - CAST-IN-PLACE/SLIP FORM CONCRETE AT TURF DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS SCALE: NTS 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - (ENTIRE WIDTH OF RAMP) DETECTABLE WARNING PLAN VIEW 0.4" - _ 0.2., 0 -a- 0.9" TRUNCATED DOME SECTION (1.6" TO 2.4") TRUNCATED DOME SPACING EXPANSION JOINT AT SIDEWALK -� 1 /4" WIDE x DEPTH OF WALK FIBRE EXPANSION JOINT FILLER N p CONCRETE SIDEWALK - SEE 5" 1" BATTER CONCRETE SIDEWALK DETAIL FOR REQUIREMENTS" RADIUS FINISHED GRADE g°' NOTES: 1. NEW CONSTRUCTION: EMBEDDED PREFORMED TEXTURE WARNING DEVICES SHALL BE EMBEDDED IN THE CONCRETE PER NYSDOT ITEM 608.02. PREFORMED/PRECAST UNITS SHALL BE DETECTO-TILE AS MANUFACTURED BY MEXCON INC. OF WORCESTER, NY OR SIMILAR PRODUCT APPROVED BY NYSDOT. 2. WHERE TEXTURE WARNING DEVICES MUST BE RETROFIT, PREFORMED DEVICES SHALL BE INSTALLED PER NYSDOT ITEM 608.01. 3. THE DETAILS PROVIDED ARE NOT DRAWN TO SCALE, THE QUANTITY OF DOMES DEPICTED ON THE DETECTABLE WARNING FIELD (THE DOMES AND THE ENTIRE 24" LEVEL SURFACE) IS FOR ILLUSTRATION ONLY. 4. THE SIZE OF THE DETECTABLE WARNING FIELD SHALL BE 24" IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE, EXCLUSIVE OF SIDE FLARES. 5. LOCATION OF DETECTABLE WARNINGS: DETECTABLE WARNINGS SHALL BE LOCATED SUCH THAT THE EDGE OF THE WARNING FIELD NEAREST TO THE ROADWAY OR STREET SURFACE IS 6" (12" WHERE TRAVERSABLE CURB IS USED) FROM THE EDGE OF THE ROADWAY/STREET, OR FROM THE FRONT OF THE DROPPED CURB, WHERE A DROPPED CURB CONTINUES ACROSS THE BOTTOM OF THE SIDEWALK CURB RAMP. 6. DOME ALIGNMENT: DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL. 7. COLOR REQUIREMENTS: THE DETECTABLE WARNING FIELD SHALL VISUALLY CONTRAST WITH THE ADJOINING CURB RAMP, OR OTHER ADJACENT WALKWAY SURFACES WHERE THERE IS NO CURB RAMP, EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT AS DEFINED IN THE AMERICANS WITH DISABILITIES ACCESSIBILITY GUIDELINES (A.D.A.A.G. SECTION 1100.) 8. OMIT DETECTABLE WARNINGS WHERE THERE WILL BE LESS THAN 24" OF SPACE BETWEEN DETECTABLE WARNING FIELDS. DETECTABLETEXTUREWARNING DETAILS CITY OF SARATOGA SPRINGS STANDARD DETAIL MUTCD NO: RI-IDSi ilil 10­ Z BAR STIFFENER SUPPORT PER NYSDOT STANDARD SHEET 645-51 GALVANIZED STEEL SIGN POST TO BE APPROVED BY CITY TRAFFIC DEPARTMENT BI-DIRECTIONAL BREAKAWAY BASE AND HINGE ASSEMBLY PER NYSDOT STANDARD SHEET 645-11 TO BE APPROVED BY CITY TRAFFIC DEPARTMENT RI -ID - DIAMOND GRADE REFLECTIVE SHEETING REQUIRED T TYPE 'A' SUPPORT MENT IN 'DANCE WITH T EB 99-018 SCALE: NTS PARKING ALTERNATE PARKING ANYSIDE FIRE TIME PARKING LANE SEE NOTES FOR SPECIFICATIONS AND PLACEMENT. SEE LMG SHEETS FOR QUANTITIES AND LOCATIONS. TRAFFIC SIGN LOCATION (SEE NOTES) SIDI STREET NOTES: 1. ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO FINAL PLANNING BOARD APPROVAL. PHYSICAL LIMITATIONS AND/OR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIAL CONSTRUCTION METHODS AS DETERMINED IN THE FIELD. 2. POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND MOUNTING HEIGHT. 3. ALL STOP SIGN AND WARNING SING FACING SHALL BE MANUFACTURED BY 3M OR APPROVED EQUAL AND SHALL MEET THE LATEST RETROREFLECTIVITY REQUIREMENTS. 4. SIGNS TO BE INSTALLED WITHIN THE SARATOGA COUNTY RIGHT OF WAY SHALL BE REVIEWED AND APPROVED BY THE SARATOGA COUNTY COMMISSIONER OF PUBLIC WORKS. PARKING & TRAFFIC CONTROL SIGNS CITY OF SARATOGA SPRINGS STANDARD DETAIL t DROP CURB SCALE: NTS PITCH .. ... .. ... :<. MIN. aq. ... s cc` 1? 3" w c MIN. I PAVEMENT - PRECAST CONCRETE CURB ("PERM-ACURB" BY FORT MILLER OR APPROVED EQUAL) �� -- GRAVEL COMPACTED TO 957. STANDARD PROCTOR CONTINUOUS CONCRETE SETTING oL: BED - SEE CONCRETE SPECIFICATIONS DETAIL SUBGRADE COMPACTED TO 90% PROCTOR I�8, �I -16" NOTES: 1. CURB AND PLACEMENT SHALL CONFORM TO N.Y.S. DOT STANDARD SPEC. 609-3.06 2. CONCRETE STRENGTH SHALL BE 5,000 P.S.I. AVERAGE. 3. ENTRAINED AIR SHALL BE 5% - 9%. 4. WATER/CEMENT RATIO SHALL BE LESS THAN 0.40. 5. AVERAGE FREEZE/THAW LOSS SHALL BE LESS THAN 4%. 6. STEEL/FIBERGLASS FORM FINISH. 7. MANUFACTURED IN ACCORDANCE WITH N.Y.S. DOT SEC. 714-04. 8. BUTT UNITS TOGETHER WITHOUT MORTAR. TYPE 2A CURB - PRECAST CONCRETE AT SIDEWALK DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS LINES TO BE PAINTED WHITE CROSS WALK STRIPING SCALE: NTS - 20't TEMPORARY PAVEMENT AREA EDGE FOR TO BE REPLACED WHEN ROAD FUTURE SAWCUT SURFACE IS EXTENED NATURAL TAPER WEARING COURSE j F BINDER COURSE / t"L .` ------ GRAVEL BASE COURSE %i/j / f}%�/ / \.i /%i \x; SUB -BASE COURSE BITUMINOUS PAVEMENT TERMINATION �- EXISTING NEW PAVEMENT CONSTRUCTION SAWCUT DEPTH OF PAVEMENT & TACK COAT ALL SURFACE: PRIOR TO PAVING PAVEMENT SAWCUT PAVEMENT TERMINATION AN D SAWC UT D ETAI L CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. PLANNING BOARD # 20190467 Approved under authority of a resolution adopted f r�,� i by the Planning Bo o he City of i (Date) ; ° ,��zz Saratoga Sprin. y z S z/ C I n D e Signe ACCESSIBLE ROUTE NOTES: 1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONE, PUBLIC STREETS OR SIDEWALKS, AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY THEY SERVE. 2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. 3. WALKING SURFACES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5.0% AND A MAXIMUM CROSS SLOPE OF 2.0%. 4. ANY WALKING SURFACE WITH A RUNNING SLOPE GREATER THAN 5.0% IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR RAMPS OR CURB RAMPS. 5. TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES (1/4 INCH MAXIMUM VERTICAL CHANGE IN LEVEL). 6. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. 7. THE MINIMUM CLEAR WIDTH OF EXTERIOR ROUTES SHALL BE THIRTY SIX (36) INCHES MINIMUM. 8. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE FORTY-TWO (42) INCHES MINIMUM APPROACHING THE TURN, FORTY-EIGHT (48) INCHES MINIMUM DURING THE TURN, AND FORTY-TWO (42) INCHES MINIMUM LEAVING THE TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE THIRTY-SIX (36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY (60) INCHES MINIMUM. 9. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF TWO HUNDRED (200) FEET MAXIMUM. PASSING SPACES SHALL BE EITHER A SIXTY (60) INCH MINIMUM BY SIXTY (60) INCH MINIMUM SPACE; OR AN INTERSECTION OF TWO (2) WALKING SURFACES THAT PROVIDE A COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES MINIMUM BEYOND THE INTERSECTION. 10. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE FAIR HOUSING ACCESSIBILITY GUIDELINES, THE NEW YORK STATE BUILDING CODE, AND APPLICABLE LOCAL LAWS & REGULATIONS. 11. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING ENTRANCE SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES. 12. WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE ROUTE IN THE EVENT THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE ROUTE, THE GRATE SHALL COMPLY WITH THE FAIR HOUSING ACCESSIBILITY GUIDELINES, THE BUILDING CODE OF NEW YORK STATE, AND APPLICABLE LOCAL LAWS & REGULATIONS. RAMP NOTES: 1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5% SHALL BE CONSIDERED A RAMP. 2. THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE SHALL BE 2.0%. 3. THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY-EIGHT (48) INCHES. WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE CLEAR WIDTH SHALL BE MEASURED BETWEEN THE HANDRAILS. 4. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES MAXIMUM. 5. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2.0% IN ANY DIRECTION. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY (60) INCHES LONG MINIMUM. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING OF SIXTY (60) INCHES BY SIXTY (60) INCHES MINIMUM. 6. RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES OR A HORIZONTAL PROJECTION GREATER THAN SEVENTY-TWO (72) INCHES SHALL HAVE HANDRAILS ON BOTH SIDES COMPLYING WITH FAIR HOUSING ACCESSIBILITY GUIDELINES, THE BUILDING CODE OF NEW YORK STATE, AND APPLICABLE LOCAL LAWS & REGULATIONS. 7. FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP RESISTANT. 8. EDGE PROTECTION COMPLYING WITH FAIR HOUSING ACCESSIBILITY GUIDELINES, THE BUILDING CODE OF NEW YORK STATE, AND APPLICABLE LOCAL LAWS & REGULATIONS, SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND ON EACH SIDE OF RAMP LANDINGS. 9. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY, THE BUILDING CODE OF NEW YORK STATE SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. WHERE DOORS THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE SIZED TO PROVIDE A COMPLIANT TURNING SPACE. CURB RAMP NOTES: 1. THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE SHALL BE 2.0%. 2. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 5.0%. THE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL. 3. THE CLEAR WIDTH OF A CURB RAMP SHALL BE SIXTY (60) INCHES MINIMUM, EXCLUSIVE OF FLARED SIDES, IF PROVIDED. 4. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING SHALL BE THIRTY-SIX (36) INCHES MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES, LEADING TO THE LANDING. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2.0% IN ANY DIRECTION. 5. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR WHERE IT IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED SIDES. 6. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10.0%. 7. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR PARKING ACCESS AISLES. CURBS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. 8. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. 9. CURB RAMPS SHALL HAVE A TWENTY-FOUR (24) INCH DEEP DETECTABLE WARNING COMPLYING WITH 406.12 A117.1 -2003, EXTENDING THE FULL WIDTH OF THE RAMP. REFER TO DETECTABLE WARNING DETAILS AND NOTES FOR PLACEMENT, ORIENTATION AND NOTES. 10. FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED, % INCH WIDE BY X INCH DEEP, ONE (1) INCH CENTERS TRANSVERSE TO THE RAMP. 11. WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP. 12. WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED ADJACENT TO THE SIDEWALK AND NOT ON THE SIDEWALK. 13. WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB RAMPS AND NOT IN THE RAMP AREA. 14. CURB RAMP TYPE AND LOCATION ARE PER PLAN. PARKING SPACE NOTES: 1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTES OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE. 2. ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETY-SIX (96) INCHES WIDE. ACCESS AISLES SHALL BE SIXTY (60) INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD PROVIDE A VAN ACCESSIBLE AISLE. THE AISLE SHOULD BE 96 INCHES WIDE (OR ACCESSIBLE SPACE IS 11 FEET AND ACCESS AISLE IS FIVE FEET). WHERE PARKING SPACES AND ACCESS AISLES ARE MARKED WITH LINES, THE WIDTH MEASUREMENTS SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE PARKING SPACES OR ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES, MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS AISLE. 3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE AND SHALL COMPLY WITH PROVISIONS FOR ACCESSIBLE ROUTES. MARKED CROSSINGS SHALL BE PROVIDED WHERE THE ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. WHERE POSSIBLE, IT IS PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES. 4. TWO (2) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. 5. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY SERVE. 6. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. 7. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR ANGLED VAN PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES. 8. FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE, FIRM AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. 9. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN ALL DIRECTIONS. 10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE. 11. PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT (98) INCHES MINIMUM. SIGNS SHALL BE PROVIDED AT ENTRANCES TO PARKING FACILITIES INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF VAN ACCESSIBLE PARKING SPACES. 12. EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT A MINIMUM CLEAR HEIGHT OF SIXTY (60) INCHES ABOVE GRADE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACCESS AISLE. SIGNS LOCATED WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE INSTALLED WITH BOLLARD PROTECTION. 13. ACCESSIBLE PARKING SPACE, ACCESS AISLE STRIPING, AND INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE PAINTED BLUE (OR ANOTHER COLOR THAT CAN BE DISTINGUISHED FROM PAVEMENT). 14. WHERE PARKING IS PROVIDED WITHIN OR BENEATH A BUILDING, ACCESSIBLE PARKING SHALL ALSO BE PROVIDED WITHIN OR BENEATH THE BUILDING. PRIVACY FENCING PER DETAILS SETBACK=IY4" (4.0' BATTER ANGLE ON WALL) NOTE: LOAD CONDITION 'A' SHOWN (NO BACKSLOPE NO SURCHARGE) BURY DEPTH LEVELING PAD GROUND LEVEL SLOPED TOP 1"x6" ROUGH SAWN CEDAR 2"x4" BOLTED TO POST 30 GALVANIZED STEEL POST PAVEMENT/LAWN DROP CONCRETE FOOTING TO ALLOW PAVING TO CONTINUE UP TO POST. BOLLARD DOUBLE DUMPSTER ENCLOSURE SCALE: NTS r- 28" TOP BLOCK GROUND LEVEL i MOVE BLOCKS FORWARD DURING INSTALLATION TO ENGAGE SHEAR KNOBS (TYPICAL) i- 41" MIDDLE BLOCK �- FREE DRAINING BACKFILL TO EXTEND AT LEAST 12" BEHIND WALL NON -WOVEN GEOTEXTILE FABRIC (IF SPECIFIED) - 41 " BOTTOM BLOCK f PERFORATED SOCK DRAIN (AS SPECIFIED BY ENGINEER) CRUSHED STONE LEVELING PAD NOTE: ALL RETAINING WALL DESIGNS SHALL BE PROVIDED BY THE RETAINING WALL MANUFACTURER AND SHALL BE CERTIFIED BY A LICENSED GEOTECHNICAL ENGINEER. COPIES OF ALL DESIGNS SHALL BE SUBMITTED TO THE PROJECT DESIGN ENGINEER AND THE TOWN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. TYPICAL REDI-ROCK RETAINING WALL (OR APPROVED EQUAL) SCALE: NTS 1/16-1/4" MAX. SAND FILLED JOINTS BRICK PAVER-"BLU-60" BY TECHO-BLOCK, COLOR - CHAMPLAIN GREY 1" COMPACTED SAND BEDDING COURSE J` ----GEOTEXTILE FABRIC SEPARATOR 6" GRANULAR FILL *__�_SUBGRADE 95% COMPACTED NOTE: REFER TO TECH -BLOCK INSTALLATION GUIDE FOR COMPLETE INSTALLATION INSTRUCTIONS FOR PAVERS BRICK PAVER DETAIL SCALE: NTS 18" 4 X 48" DEEP, 2500 PSI CONCRETE FOOTING -� 2.75 -� INTEGRAL WELDED CROSS -MEMBERS OF 1-7/8" TUBULAR STEEL COLOR TO BE "VS BLACK" BOX BEAM GUIDERAIL PER NYSDOT STANDARD SPECIFICATIONS NO. 606-5.01 FINISH GRADE *NOTE: 'W' BEAM GUIDERAIL MAY BI USED IN LIEU OF BOX BEAD (28) SCROLLED VERTICAL STEEL SLATS ARE FORMED FROM SECTIONS OF /4" x 1-1/2" SOLID STEEL BARS 7 SEAT HEIGHT 1-5/16" TUBULAR STEEL RUNG USED FOR ADDITIONAL SUPPORT METAL BEAM GUIDERAIL SCALE: N.T.S. ULtAKANUL tUK 31b ANCHOR BOLTS �- 6.10 j- 6.00 - CENTER -TO -CENTER DISTANCES ARE APPROXIMATE (VARIATIONS IN CASTINGS ARISE FROM DIFFERENT RATES OF COOLING) LENGTH: STANDARD 6' LENGTH SHOWN MANUFACTURER'S NOTES: 1.DUCTILE IRON CASTINGS COME WITH A TEN YEAR WARRANTY AGAINST BREAKAGE. 2.DRAWING NOT TO SCALE. 3.ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED, AND ELECTROSTATICALLY POWDER -COATED WITH T.G.I.C. POLYESTER POWDER COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL CREVICES AND BUILD COATING FILM. COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S SPECIFICATIONS. THE THICKNESS OF THE RESULTING FINISH COAT AVERAGES 8-10 MILS (200-250 MICRONS). 4. IT IS NOT RECOMMENDED TO LOCATE ANCHOR BOLTS UNTIL BENCH IS IN PLACE. THIS VICTOR STANLEY, INC. PRODUCT MUST BE PERMANENTLY AFFIXED TO THE GROUND. 5. ANCHOR BOLTS NOT PROVIDED BY VICTOR STANLEY, INC. 6. FOR HIGH SALT ABUSIVE CLIMATES, HOT DIP GALVANIZING BEFORE POWDER COATING SHALL BE USED. 7. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOR DETAILS. 8. THIS PRODUCT IS SHIPPED FULLY ASSEMBLED. GENERAL NOTES: 1. BENCH TO BE CR-18 'CITY SERIES' STANDARD 6 FOOT BENCH WITH DUCTILE IRON END FRAMES. 2. BENCH TO BE MANUFACTURED BY VICTOR STANLEY INCORPORATED P.O. DRAWER 330 - DUNKIRK, MD 20754 USA TOLL FREE: (800) 368-2573 (USA & CANADA) TEL (301) 855-8300 - FAX (410) 257-7579 WEB SITE: HTTP://WWW.VICTORSTANLEY.COM 3. ASSEMBLE PER MANUFACTURERS INSTRUCTIONS. PARK BENCH DETAIL SCALE: NTS PLANNING BOARD # 20190467 Approved u der authority of a resolution adopted by the Planning and of the City of (Date)1/3o L z Saratoga Spri gs. h irperson ate Zigne SUBSURFACE STORMWATER MANAGEMENT BASIN # 1 / ° ° \ 0 0 0 0 0 5 MAINTENA� ACCESS N A FRAME AND COVER FLOW CONTRACTOR TO (DIAMETER VARIES) FRAME AND COVER SHOWN GROUT TO FINISHED - (HATCH OPTION FLUSH GRADE WITH TOP OF STRUCTURE) GRADE RINGS (AS REQ'D) MAINTENAN( ACCESS WA 12" HDPE PIPE TO CAPPED WITH 2.5" ORIFICE INV=322.99' 12" INLET PI INV= 322.99 SEPARAT SKIRT 6" #1 CRUSHED STO 4„ I . 3„ ELEVATION A —A NOTE: JELLYFISH JF4 BY CONTECH, WITH 27" CARTRIDGES TREATMENT CAPACITY = 0.23 CFS ONE YEAR DESIGN STORM = 0.13 CFS JELLYFISH JF4 40 SCALE: 1 "=10' CARTRIDGE DECK 27" HI-FLO CARTRIDGES ?7" DRAINDOWN ;ARTRIDGE MAT VHKT) 62. ON. PLAN VIEW GENERAL NOTES: 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS REPRESENTATIVE. www.ContechES.com 3. JELLYFISH WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 4. STRUCTURE SHALL MEET AASHTO HS-20 OR PER APPROVING JURISDICTION REQUIREMENTS, WHICHEVER IS MORE STRINGENT, ASSUMING EARTH COVER OF 0' TO 3', AND GROUNDWATER ELEVATION AT OR BELOW THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 LOAD RATING AND BE CAST WITH THE CONTECH LOGO. 5. STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD. 6. NO PRODUCT SUBSTITUTIONS SHALL BE ACCEPTED UNLESS SUBMITTED 10 DAYS PRIOR TO PROJECT BID DATE, OR AS DIRECTED BY THE ENGINEER OF RECORD. INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STRUCTURE (LIFTING CLUTCHES PROVIDED) C. CONTRACTOR WILL INSTALL AND LEVEL THE STRUCTURE, SEALING THE JOINTS, LINE ENTRY AND EXIT POINTS (NON -SHRINK GROUT WITH APPROVED WATERSTOP OR FLEXIBLE BOOT) D.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. E. CARTRIDGE INSTALLATION, BY CONTECH, SHALL OCCUR ONLY AFTER SITE HAS BEEN STABILIZED AND THE JELLYFISH UNIT IS CLEAN AND FREE OF DEBRIS. CONTACT CONTECH TO COORDINATE CARTRIDGE INSTALLATION WITH SITE STABILIZATION AT (866) 740-3318. 1-1 FILTER DETAIL SCALE: N.T.S. A ELEV= 327.81' TOP OF CONCRETE DIVIDER ELEV=325.23 (MIN.) RECTANGULAR WEIR, 1.0' WIDE, INV=324.14' OUTLET TO BE CAST OR CUT INTO IN CONCRETE DIVIDER 327.49 MIN. 327.19 MIN. 326.19 MIN. 325.99 MIN. 325.49 322.99 322.24 MAX. CHAMBER SECTION ELEVATIONS STORMWATER MANAGEMENT SYSTEM #1 SK75 STORMWATER CHAMBERS BY LANE ENTERPRISES, INC. INV=322.99 BOTTOM OF STONE=322.49 48 TOTAL CHAMBERS EDGE OF STONE (TYP.) INSPECTION PORT (TYP.) NYLOPLAST 12" INLINE DRAIN BODY W/12" SOLID HINGED COVER AND FRAME (SEE NYLOPLAST DWG# 7003-110-044 FOR PAVED APPLICATIONS/SEE DWG# 7003-110-045 FOR UNPAVED APPLICATIONS) SK180 CHAMBER NOMINAL 3/4 - 2 INCH CLEAN CRUSHED ANGULAR STONE MIRAFI 160N NON -WOVEN GEOTEXTILE, OR EQUAL NON -WOVEN GEOTEXTILE MIRAFI 160N OR APPROVED EQUAL & IMPERMEABLE THERMOPLASTIC LINER SURROUNDING SUBSURFACE FINAL BACKFILL INITIAL BACKFILL SK75 ENDCAP NOTES: 1. CHAMBER SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST INSTALLATION GUIDELINES. 2. FOUNDATION: TRENCH BOTTOMS WITH UNSTABLE OR UNYIELDING MATERIAL SHALL BE EXCAVATED TO A DEPTH DIRECTED BY THE ENGINEER AND REPLACED WITH SUITABLE MATERIAL. FOR UNSTABLE MATERIALS, GEOTEXTILE MAY BE USED TO STABILIZE THE TRENCH BOTTOM, IF DIRECTED BY THE ENGINEER. THE DESIGN ENGINEER IS RESPONSIBLE FOR VERIFYING FOUNDATION SUITABILITY. 3. GEOTEXTILE: A 6oz NON -WOVEN GEOTEXTILE FILTER FABRIC SHOULD BE USED TO PREVENT NATIVE SOIL FROM MIGRATING INTO THE INITIAL BACKFILL MATERIAL. 4. BEDDING: SUITABLE MATERIAL SHALL BE A 3/4 - 2 INCH, CLEAN, CRUSHED ANGULAR STONE, OR AASHTO M43 SIZES (3, 357, 4, 467, 5, 56, 57) WITH CLEAN, CRUSHED, ANGULAR STONE ADDED TO THE GRADATION, e.g., CLEAN, CRUSHED, ANGULAR #3 (AASHTO M43) STONE. MINIMUM BEDDING THICKNESS SHALL BE 9 INCHES. COMPACTION SHOULD BE DONE IN LIFTS OF NO MORE THAN 9 INCHES TO A DENSITY OF 95% STANDARD PROCTOR DENSITY. 5. EMBEDMENT BACKFILL: SUITABLE MATERIAL SHALL BE A 3/4 - 2 INCH, CLEAN, CRUSHED ANGULAR STONE, OR AASHTO M43 SIZES (3, 357, 4, 467, 5, 56, 57) WITH CLEAN, CRUSHED, ANGULAR STONE ADDED TO THE GRADATION, e.g., CLEAN, CRUSHED, ANGULAR #3 (AASHTO M43) STONE. MINIMUM BEDDING THICKNESS SHALL BE 9 INCHES. EMBEDMENT BACKFILL SHALL EXTEND FROM TOP OF BEDDING TO NOT LESS THAN 114" INCHES ABOVE THE TOP OF THE CHAMBER. NO COMPACTION IS REQUIRED BUT AN EFFORT SHOULD BE MADE TO HAND KNIFE STONE INTO ALL CORRUGATIONS. SK75 CHAMBER 6" MIN. PAVEMENT (PER ENGINEER'S DRAWINGS) SUITABLE FOUNDATION 8' MAX. 18" MIN. EMBEDMENT BACKFIL UNDISTURBED SOIL BEDDING 6. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE A GRANULAR, WELL GRADED SOIL WITH LESS THAN 35% FINES OR AASHTO M43 SIZES (3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10) WITH CLEAN, CRUSHED, ANGULAR STONE ADDED TO THE GRADATION. INITIAL BACKFILL SHALL EXTEND FROM TOP OF EMBEDMENT BACKFILL TO NOT LESS THAN 24 INCHES ABOVE THE TOP OF THE CHAMBER. COMPACTION SHOULD BE BROUGHT TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY. 7. FINAL BACKFILL: SUITABLE MATERIALS SHALL BE ANY SOIL DIRECTED BY THE ENGINEER. FINAL BACKFILL SHALL EXTEND FROM TOP OF INITAL BACKFILL TO NO MORE THAN 8 FEET ABOVE THE TOP OF THE CHAMBER. COMPACTION LEVELS SHOULD FOLLOW ENGINEERS RECOMMENDATIONS. 8. MINIMUM COVER: FOR UP TO H-25 TRAFFIC APPLICATIONS A MINIMUM COVER OF 18 INCHES IS REQUIRED, MEASURED FROM THE TOP OF THE CHAMBER TO THE BOTTOM OF THE FLEXIBLE PAVEMENT. ADDITIONAL COVER MAY BE REQUIRED FOR CONSTRUCTION LOADS OR WHERE RUTTING MAY TAKE PLACE. 9. MAXIMUM COVER: A COVER HEIGHT OF OVER 8 FEET IS NOT RECOMMENDED. COVER HEIGHT IS MEASURED FROM THE TOP OF THE CHAMBER TO THE TOP OF THE PAVEMENT. 10. IMPERMEABLE THERMOPLASTIC LINER IS REQUIRED TO BE INSTALLED AROUND ENTIRE SYSTEM. STORMKEERER SK75 CHAMBERS 4" SCHED 40 SCREW -IN CAP CONCRETE COLLAR PAVEMENT GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES ,.-4" SCHED 40 PVC -4" SCHED 40 PVC COUPLING i4" SCHED 40 PVC 1 CORE 4.5" 0 HOLE IN CHAMBER (4.5" HOLE SAW REQ'D) ANY OF (6) VALLEY LOCATIONS CONNECTION DETAIL NOTES: NTS 1. INSPECTION PORTS MAY BE CONNECTED THROUGH ANY OF (6) CHAMBER CORRUGATION VALLEYS 2. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. STORMKEERER CHAMBER INSPECTION PORT DETAIL SCALE: NTS LOW PROFILE FRAME, CONCRETE DIVIDER T^ GRATE & ADJUSTMENT BE 4" THICK A COURSE KEYED INTO PRE -CA CONCRETE MANH( TOP/COVER 5' ID MIN. PRECAST RISER RECTANGULAR WEIR, 1.0' WIDE; j INV=324.14' T 15" HDPE OUTLET PI INV=322.� 12" HDPE PIPE FROM SK75 INV=322.99 O SEAL PENETRATIONS WITH NON -SHRINK GROUT OR FLEXIBLE BOOT CONNECTION (TYP.) f. o ° °o+°Coo o. 0 CV � ° 6" #1 CRUSHED STONE BASE SECTION 12" OUTLET FROM JELLYFISH INTO OCS1, INV=322.44 a v c OUTLET v INV=322.44' V. v 15" HDPE ® 0.507* -------------------------- ANTI-SEEP COLLAR - 5' MIN. I. D. CONCRETE DIVIDER SUBSURFACE STORMWATER MANAGEMENT SYSTEM OUTLET STRUCTURE (OCS 1 ] SCALE: N.T.S. PIPE -{ t2" BAND SCALE: NTS A� A ­J Y2" X 2" SLOTTED HOLES FOR %" BOLTS BY 1 " LONG @8" C/C W —� TYPICAL TWO-PIECE DIAPHRAGM ANNULAR CORRUGATED BAND' STANDARD BAND ANGLES BAND WIDTH SECTION A -A TYPICAL DIMENSIONS OF STEEL DIAPHRAGMS PIPE DIA. (IN.) GAGE OF COLLAR BAND WIDTH (IN.) DIMENSIONS OF DIAPHRAGM W (IN.) H (IN.) 12 16 7" 64 32Y2 15 16 7' 1 64 34 18 16 7" 69Y4 35Y2 21 16 7" 72 37 24 14 7" 72 38Y2 30 14 7" 82Y2 41Y2 36 12 7" 88 44Y2 42 12 10Y2" 934 47Y2 48 12 1OY2" 96 50Y2 54 12 1OY2" 100/2 53Y2 60 10 1OY2" 112 50/2 66 10 10Y " 1 17Y4 59Y2 72 10 10Y2" 120 62Y2 84 8 10Y2 136 68Y2 NOTES: 1. COLLAR SIZE BASED ON PLACEMENT @PIPE JOINTS (20' C/C). 2. BAND IS CORRUGATED TO MATCH RE -ROLLED END OF PIPE BEING JOINED. 3. EACH DIAPHRAGM IS DELIVERED WITH (4) Y2"x6" BOLTS AND (8) 3/8%1 " BOLTS MANUFACTURED STEEL ANTI -SEEP COLLAR SCALE: NTS PLANNING BOARD # 20190467 ppr ved der authority of a resolution adopted ? 3a i i by the Planning f the City of (Date) `/3 12 Z Saratoga Sprin s 2 8 /L/ ate ign d 3/4" ANGULAR STONE BACKFILL IMPERMEABLE THERMOPLASTIC LINER (SEE NOTE) NON -WOVEN GEO-TEXTILE FABRIC MIRAFI 160N OR APPROVED EQUAL) UNDISTURBED SOIL O OBSERVATION PORT (TYP.) SEE NOTE j 1 OF DETAIL 2 FOR OBSERVATION PORT INSTALLATION f INV=321.11 12" HDPE PIPE TO BE CAPPED WITH 4.0" / ORIFICE AT JELLYFISH I N LET INV=321.03' / /�1* / \ / 16'-12' HDPE / - - - - - - - - - / / 324 * / 324 DMH1 / / RIM=324.00 INV IN=321.11(C6105' 4) 6" ROOF LEADER INV OUT=321.11(PIPE GALLERY) - - - - - - - - - - ---------/--------------------- -- --- / / I I FFE= 327.50 (� �322 / I PROPOSED 3-STORY 6-UNIT 324 LL11 APARTMENT BUILDING SAN L - A / 2,218f S.F. FOOTPRINT t / I INV=318.39f LL' I 3261 CO 63'-12' HDPE / 0O.00X a p c 4 a tJ !a ry JELLYnSH2 RIM=324.03 INV IN=321.03(PIPE GALLERY) INV OUT=320.53(OCS2) _31'-12' HDPE 00.5OX OCS2 RIM=324.33 INV IN-320.38(JELLYnSH2) INV IN=320.91(C86) INV OU�T./320.38(ES2� t6'-12' HDPE ---- I _ - - - 88'-12" HDPE 00.0OX- - - - - - 66'-12' HDPE 00.00X 3 - - - - A� SAN -- -SAN - 'CB4 SAN - SAN - M -3- - SAN - -- SAN - S SAN --- _ RIM=323.86 A NE NV OUT=3.1.11(CB *CBS I INV OUT=321.11(C85) RIM=324.15 INV 0ur=321.11(DMHt) ININV V OUT=321.11(CB6) Y1 to -� r-CB� ` I 3 RIM6324.36 \ I * DENOTES CATCH BASINS TO CONTAIN nv 31 irNiv iN=3zi.ii(ceij DEEP SUMPS (4.0' MINIMUM SUMP) INV OUT-321.11(OCS2) - a 1 SUBSURFACE STORMWATER MANAGEMENT BASIN #2 39'-12' HDPE 00.50x NOTES: FINISHED GRADE ELEV. (MIN) = 324.00' TOP OF STONE = 323.28' TOP OF CMP ARCHES = 322.78' BOTTOM OF 28"x2O" CMP ARCH = 321.11' BOTTOM OF STONE = 320.44' LIMITS OF STONE BACKFILL (TYP. ) 28"x2O" CMP ARCH PIPE BY LANE ENTERPRISES (OR EQUAL) INV=321.1 1 OCS2 EQUIPPED WITH RECESSED FRAME & SOLID COVER 0 10 10 0 MAINTEN4 ACCESS H 0 0 A FRAME AND COVER FLOW CONTRACTOR TO (DIAMETER VARIES) FRAME AND COVER SHOWN GROUT TO FINISHED (HATCH OPTION FLUSH GRADE WITH TOP OF STRUCTURE) 17717 GRADE RINGS (AS REQ'D) MAINTENAN( ACCESS WF 12" HDPE PIPE TO CAPPED WITH 4.0" ORIFICE INV=321.03' 12" INLET PI INV= 321.03 SEPARAT SKIRT 6" #1 CRUSHED STO 4" I . 3" ELEVATION A -A NOTE: JELLYFISH JF4 BY CONTECH, WITH 27" CARTRIDGES TREATMENT CAPACITY = 0.23 CFS ONE YEAR DESIGN STORM = 0.23 CFS JELLYFISH JF4 40 SCALE: 1 "=20' \ MAT VANT) 62 ^ M/N , PLAN VIEW :i CARTRIDGE DECK 27" HI-FLO CARTRIDGES 27" DRAINDOWN CARTRIDGE \ A GENERAL NOTES: 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS REPRESENTATIVE. www.ContechES.com 3. JELLYFISH WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 4. STRUCTURE SHALL MEET AASHTO HS-20 OR PER APPROVING JURISDICTION REQUIREMENTS, WHICHEVER IS MORE STRINGENT, ASSUMING EARTH COVER OF 0' TO 3', AND GROUNDWATER ELEVATION AT OR BELOW THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 LOAD RATING AND BE CAST WITH THE CONTECH LOGO. 5. STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD. 6. NO PRODUCT SUBSTITUTIONS SHALL BE ACCEPTED UNLESS SUBMITTED 10 DAYS PRIOR TO PROJECT BID DATE, OR AS DIRECTED BY THE ENGINEER OF RECORD. INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STRUCTURE (LIFTING CLUTCHES PROVIDED) C. CONTRACTOR WILL INSTALL AND LEVEL THE STRUCTURE, SEALING THE JOINTS, LINE ENTRY AND EXIT POINTS (NON -SHRINK GROUT WITH APPROVED WATERSTOP OR FLEXIBLE BOOT) D.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. E. CARTRIDGE INSTALLATION, BY CONTECH, SHALL OCCUR ONLY AFTER SITE HAS BEEN STABILIZED AND THE JELLYFISH UNIT IS CLEAN AND FREE OF DEBRIS. CONTACT CONTECH TO COORDINATE CARTRIDGE INSTALLATION WITH SITE STABILIZATION AT (866) 740-3318. 1-1 FILTER DETAIL SCALE: N.T.S. ELEV= 324.33' TOP OF CONCRETE DIVIDER ELEV=323.50 (MIN.) 13.0" DIAMETER ORIFICE INV=321.74' OUTLET TO BE CAST OR CUT INTO IN CONCRETE DIVIDER 12" HDPE PIPE FROM STORAGE GALLERY INV=320.91 SEAL PENETRATIONS " WITH NON -SHRINK GROUT OR FLEXIBLE BOOT CONNECTION (TYP. ) 0 of 6" #1 CRUSHED STONE _ 5' ID MIN. MIN. FINISHED GRADE= 324.00' - TOP STONE= 323.28' - TOP PIPE ELEV= 322.78' - 8" MIN. UNDISTURBED SOIL 15" CMP RISER INSPECTION PORT WITH COVER LANDSCAPED/NON-TRAFFIC AREA J"-14" CLEAN CRUSHED ANGULAR STONE BACKFILL 4 i (iD_? � �1`11 i , - -- .t 3'-4" �. TYPICAL CROSS SECTION 8.5" MIN. ELEV= 321.1 1 ' V' ANGULAR 1. ALL CORRUGATED METAL PIPE (CMP) SHALL BE THE DIAMETER, CORRUGATION SIZE, AND GAUGE SPECIFIED ON THE PLANS. CORRUGATED STEEL PIPE WITH rj STONE BACKFILL A METALLIC COATING SHALL CONFORM TO AASHTO M36 AND/OR ASTM A760. CORRUGATED STEEL PIPE WITH A POLYMER COATING SHALL CONFORM TO IMPERMEABLE THERMOPLASTIC AASHTO M245 AND/OR ASTM A762. CORRUGATED ALUMINUM ALLOY PIPE SHALL CONFORM TO AASHTO M196 AND/OR ASTM 8745. ALL RISERS AND STUBS C �.,, N�/ LINER, 40 MIL HDPE ARE 16-GAUGE WITH A 2%" X 1%" CORRUGATION UNLESS OTHERWISE NOTED. FITTINGS SHALL MEET THE MINIMUM DESIGN REQUIREMENTS OF ASTM A998 IMPERMEABLE LINER BY NEW FOR THE BURIAL DEPTH SHOWN ON THE PLANS. ENGLAND LINER SYSTEMS, INC. 2.IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR AGENT TO RESEARCH AND IMPLEMENT APPLICABLE SAFETY, HAZARD, AND HEALTH REGULATIONS; AND OBTAIN THE NECESSARY APPROVALS, CONSENTS OR PERMITS FROM APPLICABLE AGENCIES, PRIVATE LANDOWNERS, OR PUBLIC ROAD AUTHORITIES. - NON -WOVEN GEO-TEXTILE FABRIC MIRAFI 160N 3.THE CONTRACTOR SHALL BE ADVISED THAT CORRUGATED METAL PIPE IS FLEXIBLE AND THEREFORE DERIVES STRUCTURAL STABILITY FROM THE STRENGTH AND RELATIVE STIFFNESS OF THE SURROUNDING BACKFILL MATERIAL. THE RESULTING SOIL -CULVERT INTERACTION SYSTEM DEFINES THE ABILITY OF THE FLEXIBLE PIPE TO WITHSTAND ANTICIPATED LOADS. \ 4.PIPE BEDDING AND EMBEDMENT SHALL BE SELECT GRANULAR MATERIALS MEETING THE REQUIREMENTS OF AASHTO M145 FOR A-1, A-2 AND A-3 „ \ - UNDISTURBED SOIL CLASSIFICATIONS. WELL -GRADED EMBEDMENT MATERIALS SHALL BE FREE OF ORGANICS, ROCK FRAGMENTS LARGER THAN THREE INCHES, AND FROZEN DETAIL A LUMPS. APPLICATIONS THAT INVOLVE PERFORATED PIPE FOR RETENTION PURPOSES SHALL BE BEDDED AND BACKFILLED WITH A CLEAN, OPEN -GRADED, ANGULAR STONE WITH A SIZE DISTRIBUTION BETWEEN 0.75 AND 2 INCHES. OPEN -GRADED EMBEDMENT MATERIALS REQUIRE THE USE OF A FILTER FABRIC TO ELIMINATE THE POTENTIAL OF SOIL MIGRATION FROM ADJACENT SOILS. 5. ALL CMP SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDATIONS, ASTM A798 FOR CORRUGATED STEEL PI PE OR ASTM 8788 FOR CORRUGATED ALUMINUM ALLOY PIPE, AND/OR SECTION 26 OF THE AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS. IN GENERAL, BEDDING SHALL BE A MINIMUM OF 4 INCHES IN DEPTH AND LEFT LOOSELY PLACED UNDER AND ROUGHLY SHAPED TO THE NOTE: MIDDLE -THIRD OF THE PIPE SPAN, AND THE EMBEDMENT SHALL BE INSTALLED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES AND COMPACTED TO A MINIMUM IMPERMEABLE THERMOPLASTIC 90% AASHTO T99 STANDARD PROCTOR DENSITY. EMBEDMENT SHALL BE RAISED EVENLY, AS DESCRIBED BELOW, WITH A MAXIMUM SIDE -TO -SIDE DIFFERENTIAL OF 24 INCHES OR ONE-THIRD OF THE PIPE DIAMETER, WHICHEVER IS LESS. SELECT EMBEDMENT MATERIALS SHALL EXTEND ABOVE THE PIPE LINER IS REQUIRED TO BE A MINIMUM DISTANCE OF ONE -EIGHTH THE DIAMETER OR 12 INCHES, WHICHEVER IS GREATER. INSTALLED AROUND ENTIRE 6.PUBLISHED INSTALLATION STANDARDS REFERENCED ABOVE SHALL BE SUPPLEMENTED WITH THE FOLLOWING INSTRUCTIONS TO ACCOUNT FOR THE PRESENCE DETENTION SYSTEM. OF MANIFOLDS AND PARALLEL PIPE RUNS: THE BACKFILL OPERATION SHALL COMMENCE AND PROGRESS EVENLY ON BOTH SIDES OF THE MANIFOLD AND ALONGSIDE THE PIPE RUNS SIMULTANEOUSLY. IN THIS MANNER, THE OVERALL BACKFILL OPERATION SHALL PROGRESS IN THE DIRECTION OF THE PIPE RUNS AND TOWARDS THE OPPOSITE MANIFOLD, WHERE CARE IS AGAIN TAKEN TO ENSURE THE BACKFILLING IS DONE EVENLY. PERIMETER BACKFILL MUST BE BROUGHT UP EVENLY AS WELL, AND EXTENDED HORIZONTALLY TO STABLE AND/OR UNDISTURBED TRENCH WALLS. SPECIAL CARE SHALL BE TAKEN TO ENSURE THE HAUNCH REGIONS OF THE PIPE ARE COMPLETELY FILLED AND PROPERLY COMPACTED. FILLING THE INSIDE HAUNCH REGIONS OF THE MANIFOLD BETWEEN STUBS IS MORE CHALLENGING AND WILL REQUIRE ADDITIONAL CARE. 7. NO EQUIPMENT SHALL BE OPERATED ON THE SYSTEM UNTIL A MINIMUM OF 12 INCHES OF COVER HAS BEEN ESTABLISHED, AT WHICH TIME ONLY WALK -BEHIND COMPACTION EQUIPMENT AND SMALL SPREADING EQUIPMENT MAY BE USED. EXCAVATORS MUST BE LOCATED OFF THE BED, AND DUMP TRUCKS SHALL NOT DUMP STONE DIRECTLY ON TO THE BED. 2B"x2O" ALUMINUM ARCH GALLERY DETENTION BASIN CROSS-SECTION DETAIL WITH RECESSED CONCRETE DIVIDER TO _OCS2 FRAME & SOLID COVER BE 4" THICK AND KEYED INTO PRE -CAST CONCRETE MANHOLE TOP/COVER PRECAST RISER 13.0" DIAMETER "- ORIFICE INV=321.74' 12" HDPE OUTLET PIPE BASE INV= 320.38' SECTION 12" OUTLET FROM JELLYFISH INTO OCS1, INV=320.38 i a '7 o OUTLET v INV=320.38' a 12" HDPE @ 0.50% I 1 ° o `) v ANTI -SEEP COLLAR 5' MIN. I.D. CONCRETE DIVIDER SUBSURFACE STORMWATER MANAGEMENT SYSTEM OUTLET STRUCTURE (OCS2) SCALE: N.T.S. SCALE: NTS PLANNING BOARD # 20190467 Appr ved nder authority of a resolut' pted 7 30 i y the Plannin oard of the City of Date -F-z' Sarato 9 Springs' a S rin s' % L o, a/ Chairperson ate Ign d N. ys ROUE 9 N S.. lands NlF O* RlG j7(OnB u'e, � e_ ® Book Deeds A w r McGEE Rood r • r • f = a Lands N/� Oi Warde!f 272 Book gag of Deeds At Page -s OVERALL PARCEL AREA (8.42t AC) LIMITS OF CONSERVATION AREA 1 R 1 ` Lands NJF g G Add Rea(fY ■ Book 1202 or Deeds At PaeB r&� CONSERVATION AREA (7.24 AC) \ NO DISTURBANCE/CLEARING WITHIN CONSERVATION AREA. CONSERVATION AREA TO BE MARKED WITH FENCING PRIOR TO CONSTRUCTION. SEE DETAIL 1 THIS SHEET FOR FENCING DETAIL. — — — I0ndS NfE Of 5} d �bt, Jones ` at Page aga q. U,\\� \` z'4 Book Of Deeds I(T ` �324. 326 1 I 28 f o�c Gd ;Ru U5tD 5-5"GR'f i�-UNIT 72-!'N3- - .. 324 324 � PROPOSED 3-STORY APARTMENT BUILDING _ --� � 274± a FT. FOOTPRINT TPRINT � %f D'C tanAPARTMENT BUILDING Void 4.546 S.F. FOOTPRINT REQUIRED (l PARKING S?ALLS 324 �t:vDEC Wetland S- 47 Ums 'GsT��7Y (See Note #6� p r _ _ `- ' Mcy - ..:++ _ �a►:�Li_u. ��ia 326 i `326 11 = - — II 6 !TAN s _ i. 324 - _ _ _ - SAN _'- SksN SAN SAN SAN —SAN SAN SAN SRN SAN SAN --- SAN SAN STA T/ON LANE` -----324 -- CONSERVATION AREA PLAN 0 100 SCALE: 1 "=50' 200 SAN SAN I OD CONSTRUCTION z ACTIVITY z CONSERVATION AREA GENERAL NOTES PERSPECTIVE VIEW SECTION 1) CONSERVATION AREA MANAGEMENT PROTECTION FENCING TO BE INSTALLED PRIOR TO GRADING AND THE INSTALLATION OF EROSION AND CONTROL SEDIMENT CONTROL MEASURES. 2) ALL PROTECTION FENCING IS TO REMAIN IN PLACE UNTIL CONSTRUCTION ACTIVITIES ARE COMPLETE TEMPORARY CONSERVATION AREA PROTECTION CONSTRUCTION FENCING SCALE: NITS PLANNING BOARD # 20190467 ppr ved nder authority of a resolution adopted �7.3E i 'r4ki . b the Planning r f the City of (Date)--/-zl/3o ZL �, Saratoga Springs. z L/ r en ate Sign(d) � L 2 1 m O O v w 1 � C:) 1 1 1 � w w sw- ENTERING � L Q� 1 1 m O O v w 1 O 1 \ 1 1 � VEHICULAR ACCESS PLAN 10 SCALE: 1 "=20' w° nG w— EXITING LEGEND 40' 00 SU-40 - SINGLE UNIT TRUCK PLANNING BOARD # 20190467 A proved u e authority of a resolution adopted 3� by the Planning Bo the City of (Date) o 3�/i L Saratoga Spri 4 gs. / i Z -+ 2 / e n I zil to ian d AW a