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17.047 UNIVERSAL PRESERVATION HALL RENOVATION SITE PLAN REVIEW Plans As-Approved
f N PRF-.SERVATION IIALL N 25 Washington Street, Saratoga Springs, New York SITE PLAN APPLICATION SUBMISSION A r-%^l IITr-^-r LACEY THALER REILLY WILSON ARCHITECTURE & PRESERVATION, LLP 79 NORTH PEARL STREET ALBANY, NY 12203 L T.518.375.1485 LANDSCAPE ARCHITECT / SITE CIVIL ENGINEER WESTON & SAMPSON PE, LS, LA, PC I WINNERS CIRCLE, SUITE 103 K ALBANY, NY 12205 T.518.463.4400 DRAWING LIST J F E J A 0 G001 COVER SHEET 0001 SITE SURVEY C101 DEMOLITION & REMOVALS PLAN C102 SITE LAYOUT & LANDSCAPING PLAN C103 SITE UTILITY, GRADING, EROSION & SEDIMENT CONTROL PLAN C104 SITE LIGHTING PLAN C501 EROSION & SEDIMENT CONTROL DETAILS C502 SITE DETAILS C503 SITE UTILITY DETAILS C504 SITE UTILITY DETAILS C505 SITE DETAILS C506 SITE DETAILS A101 BUILDING FLOOR PLANS A102 BUILDING DETAILS U 0 W] 0 200 400 CITY OF SARATOGA SPRINGS CONSTRUCTION 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 THE CITY ENGINEER OR A DESIGNATED REPRESENTATIVE 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 ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. CITY QP SARAT GA SPRINGS M TO PEY h ;r ,l fAMNTOTiNo CFm:r PLANNING BOARD 1F-010 VAN wt GNER 0 .... ._....,. .._ R1391'Xf r, ffp S101- City Hall - 474 Smad,,av dA^7i7 cRSr'l Ate CitRi? r G v Saratoga Springs Nei, York 128b6 7QDD iA6 .ta t T& S18 587 3550 Eax:518-580-9480 RirrH lORTON,Ai , -: m v„ s%a�rattr�a ap^�gs.ot^g ABIVU1, WCp,FSON, 7+%e—w- Narju,', OF D YCISION RECEIVED !it the ntatita ofthe site pl in ievi"a application +17. ,047 of. Universal Preservation servation Halt AUGl fi T" " 25 Washington Street AWOONTS DEPARIMN Saratoga Springs: NY 12866 Involving the premises at 25 Washington Street, Tax Pircel ID4 165 -1-13 in the .ity of Sara x ga Sprn g c. in ,he l ra tne.ct i, ". -hart Cori (l 6) District with th Planning H Ord, for site >lan .eview of . ±3t)Sl a¢ditian of a Cultural facility use vNho met on July 13, 20F and mask the followin, decision(s) ith a 7-0 tot. (In favor 'l;orpet , I )ttao, Van Wagner, Case,., , £'ahozzi, Dk rland, llorton3: r Approved site plan as per the requiremc nt n set forth to Article r Site Plan approval of the Cite of Serat'.;gt Springs Z..oning Ordinance With t e tlrllwwin of :iticros: 1 emporary w,v initng signage shall be nit, hied ,) provide orientation frjr those accessing the site from the rear. Ped strian access eas ruent shalt h cpma,.Jeu vnai pro m,. t t+ter ic, ;lae north. 3. Tree screening it) be provided. 4. Complete iaiiant heat a,.steni with details as piuv'tdui by apnlicaar shall fi, provided. 5, the Planning Board issua ra waiver of frons requited street trees and sir ct ltlhk due to eh� uniquenc v of the historic f r ale. and layout nail noting the instattaf on oftwo ,tenih rg hgbis at the entrance to the building, the applicant is equ'r c ■ Delive c letter c , e tii or cash escrow in the anrst nt approved by the Cott Lakin -Tr to the- . Cah perAi',-le , li ofth d :ty of".qixatog. Srriny_ Zoning Ordinane,c. This must ocw, prior to Coal st ntrure by the Pt timing Board Chair. ■ Submit one (1') anT tat and two (2) pep r . ep_t,s - ,.x <in;,l ap p ov e , site plans fet signature by the Planning Board Chair within eighteen (18) months of approval as per Artiele 7,1122'of the zoning Ordinance. This approval shall cvpirc within eighteen 09t mono of lh unaturc of final plans if the applicant has not started anneal construction asw per Article T11 of the Zoning Or c. ems fate Chair cc; Tim Wales; Steve Shaw; i'=zltlic Safety;Accouiat Dept., . hel4p Morris. , pplieam,fflaniel Biggs, F`ile- APPROVED UNDER AUTHORITY OF A : PRI TLJ -d S .., PLANNING BOARD OF THE CITY OF SARI LV, i A i=% CHAIRPERSON SIGNEDDATE I C. CZ w LO w.urn j { p� jfj 4 £d 4 V) $.. {h t (i L I e 7 � ....l; co g 0 0 0c®05 vv �1 O Yr't G11-1 2017 LAC EY MA! ER REILLY'',AJLSON ARCf Il`,VEC"t URE & PRE SE RVA' ION L.LP DALE i { H"i'S RESERVE021 AND 1L.$NAU l l 10IR 1! li 1, t.1P,!(. A 11 )N IS A JIOLA.'ION 0 F A P PLiCARLE i_ _v.r," CCU (D Z M U CU ® C v V ) CIL co C� i> O 0 C U ca U) L. ! (1) a— C O C� U C/3 0) N Co Co MOU- UPH 49 A` Lacey Thaler Reilly Wilson REVISIONS 1 05/31/17 - SP SUB, 2 10/27/17 - SP SUB. #2 Proj. No.: 14-012.3 DATE 11.03.17 DRAWN BY KSK ��allllq 0 2 1 3 1 4 I 5 ! 6 1 7 I S I 9 1 10 1 11 I 12 ! 13 14 15 I 16 I 17 18 19 I 20 ( 21 I 22 ( 23 24 5�00 � 1. BASE MAPPING PREPARED BY CHA FROM A FEBRUARY 2013, APRIL 2015 AND SEPTEMBER 2015 FIELD SURVEY; CARDNO FROM NOVEMBER 2016 AND MAY 2016; WESTON & SAMPSON FROM MAY 2016. 2. NORTH ORIENTATION IS TRUE NORTH BASED ON GPS OBSERVATIONS TAKEN AT THE TIME OF THE FIELD SURVEY. MAPPING PREPARED ON NEW YORK STATE PLANE COORDINATE SYSTEM — NAD83 EAST ZONE. 3. CONTOURS AND ELEVATIONS SHOWN ON NGVD29 VERTICAL DATUM BASED ON GPS OBSERVATIONS. 4. SUBJECT TO ANY STATEMENT OF FACT THAT AN UP—TO—DATE ABSTRACT OF TITLE MAY DISCLOSE. —T 5. SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD. LANDS N/F ADELPHI HOTEL PARTNERS LLC-, —CO 6. UNDERGROUND UTILITIES, STRUCTURES AND FACILITIES ARE SHOWN BASED ON THE FIELD SURVEYED LOCATION OF SURFACE FEATURES COMBINED WITH INFORMATION FROM AVAILABLE, IF ANY, RECORD PLANS. THE I NST# 2014030549 0 MAY EXIST. ACTUAL LOCATION OF UNDERGROUND UTILITIES MAY DIFFER SOMEWHAT FROM WHAT IS SHOWN AND OTHERS TM#165.67-1-14 < (23 WASHINGTON) F 7. DUE TO PARTIAL SNOW COVERED CONDITIONS AT THE TIME OF THE FIELD SURVEY, CERTAIN PLANIMETRIC AND TOPOGRAPHIC FEATURES MAY EXIST AND MAY NOT BE SHOWN. 0 F",FF'L Z04�5'1 CBS TF: 305.6 I L 2 STORY INV (ft 302.2, 8" HDPE (S):301.3, 18" HDPE CBS WOOD/ STONE (N): 301.4, 18" HDPE TF, 30k4 87 HOPE BUILDING — FFFu3 < (S h 67, 18- HDPE G1-7, - — — — — — — — — - IRAVERS IRON t1l C5 (t# 18" HOPE' R FOUND Lj A— — — — — — — — — — MrK-- NCONIK L Odom" _ml 111111 V) mm ww"we"m :D AWO 19* 34FE 19150 CB CB ST Q ST ST I ST ST ST ST ST ST ST ELECT VR %WAR OUT PREVI SU VEY B—*2 OQ� CONC. PER 02 ' SS SS ss G G G G G G . b 1-4 T G T T G �$b CONC AREA T i + S-7 s ST N XSr 0 O VENTS A _104 , 0 000 TH#3 GRAVEL O lot Cc 0 ff 0 Q211b LANDS N/F 10 DIVISION STREET X OFFICES LLC 13.1688 P.402 TM#165.59-8 IJ) Ej Lu TR NCHMA K Ch CAPPED IRON ROD i EL:309n24' L A" kdm, 1 1 2 1 3 N 61 R 19 P-0 9 01 m 12 IM will 15 ss G - — G we ST WE e i '0� APPROVAL: APPROVED UNDER AUTHORITY OF A RESOLU PTED 1341 BY THE PLANNING BOARD OF THE C.1 F 7 SPRINGS. 4A CHAIRPERSON DATE SIGNED LJ 0 ' wV A Ld LLJ Elf C) J63 0 CD CBS TF: 301.6 SUMP: 29 2 TOP OF 299.1 NO PIPES VS,ATE ASI LE Ln 00 ........... CAPPM IRC 4 ROD FOUND: V) V) ljpjl V) ST ST INV:300.0� POLE— 00 U) i 1 $1 1 5A CONC. p )00.1 I INV: 300.1 G __/_ ss ss ss �V: 299. ss wV G X7 17 G' m \-.CBS r m 0_1 0 TF'302.0 GRASS, CD X 02.7 x 1-10 POLE NM 2 3: I WATER LINE W co 0 Cf) IVNWO P� 0 GRASS CONC. _0u) n 1-10 U) 00 z (3 C114 00 O CV CD Coik. 0 MH TF: 3.2 LC) 06 CY) C114 z > V) V) 0 < m GRASS 0 (_3 1-3 H u 0 0 00 0 0 V) 0 ry) P.O.B. LEASE , V) PARCEL 0 GV I P COPYRIGHT 2017 LACEY THALER REJLLYV,'ILSON ARCHI - fFCTLIRE & PRESERVATION LLP "ALL R101 I TS RESERVED" AND 'UNAUTHORIZED DUPLICATION IS A I VIOLA INON OF APPLICABLE LAWS" I CU (D z CM U) C: 0 CD U) j3— cu Cu - > W6-0 .0 2 > 11-4 0 Cu a: W U) L. U) Lu 0. C: L _.-, I.. -iB 0 C/) 55 (-) C= 0 L CU (3) Cu C: 04 PB# 17.047 Lacey Thaler Reilly Wilson Arcl itecture & Prpservation, Ljp REVISIONS 1 165/3-1/17 — SP SUB.. 2 110/27/17 — SP SUB. #2 Proj. No.: 14-012.3 DATE 11.03.17 DRAWN BY KSK 18 I 19 I 20 I 21 1 22 23 24 BUT L J H F C Won SME: MR E GV 4 00 i Cn N �► F �S CsJPYPhaH7 LACEY THAL.ER REILLY iNIL` ON ARCHI LECTURE & PRESERVAMN UP „ALL RIGHTS € ESC_Ir.VED" AND UNAUTHORIZED DUPLICATION IS A VIOLA! ION OF APPUCABLE LAVVS" W L TCU i 00 Cn CU C O M cn ® 01 0—Z ICUICU U V) 0 LKS AT c J L I M . C: w cu i L •� Cu - i CV C PB# 17.047 I Lacey Thaler Reilly Wilson t \. / f, / .' LEGEND. r n i I` t ' ( 1 LtD(* f /, iy r ,,../ , CAPPED IRON ROD i \,/ f t Lit x :, ;^ ;' , FouN® a BORING (B) OR INFILTRATION (I) Lf) REVISIONS ` 1 (—nz^ -1 7,f"iei a-7a ec' l .,' TEST LOCATION REFER TO C504 TR - ChH RK .: GAPPED IRON ROD EL30 . ' ,-4 MAPLE tvvh i DN AND REMOVALS PLAN LANDS N/F LIMITS OF TEMPORARY 41 WASHINGTON LLC CONSTRUCTION EASMENT INST# 2014015245 TM#165.67-1-12 AREA= 19,279± SQ. FT. SEE ARCHITECTURAL DRAWINGS FOR STEP REPAIR & REPLACEMENT (TYP. FOR 2 SETS OF FRONT STEPS) - X 305.9 y, P.O.B. cn LEASE PARCEL r , E— FOR TEST RESULTS 1 05/31/17 - SP SUB. 2 10/27/17 - cp co iR ±V) NOTES: Q 1. SURVEY DATUM FROM NGVD 29. 2. CONTROL RUNOFF FROM SITE DURING Proj. No.: CONSTRUCTION PERIOD TO AVOID NEGATIVE 14-012.3 IMPACTS TO NEIGHBORS. 3. CONTRACTOR SHALL PROTECT ALL UTILITY DATE SERVICES TO THE BUILDING. DIG CAREFULLY - 11.03.17 LOCATION OF WATER AND SEWER SERVICE TO THE BUILDING HAS NOT BEEN IDENTIFIED. DRAWN BY 4. FOLLOW GUIDELINES IN GEOTECHNICAL REPORT KSK FOR EARTHWORKS ON SITE. 5. CONTRACTOR SHALL DETERMINE IF PIPES FOUND koft �� r• • - 0 10 20 2 3 El 5 on VA E'3 m IV 12 ow m 15 Im 17 m w 20 21 m NKI 24 SbGn ',� NOTES: 1 . REFER TO SHEET C104 AND ELECTRICAL DRAWINGS FOR SITE LIGHTING INFORMATION. 2. REFER TO SHEET E002 FOR PRIMARY AND SECONDARY ELECTRICAL SERVICE INFORMATION. 3. ALL AREAS NOT NOT IDENTIFIED AS LANDSCAPING OR CONCRETE SHALL BE RESTORED LAWN. SOA,fR - UIL N82' 10' 49 "E 49. SJ' N1T1h1L*wG1!9 6' FENCE WITH 8' DOUBLE GATE APPROXIMATE 2ND FLOOR OVERHANG OF BUILDING X 306.5 END WALL CA PPE D I RO N ROD EL309.24' MAPLE I ------- I jo LAYOUT & LANDSCAPING PLAN C Parcel Information: Zoning- Information: Zone: Tax ID#: 165.67-1-13 Lot Acreage: 0.46 Transect District - Urban Core (T-6) Required Provided 70' Max. ±60' 80% ±73X 0' - 12' 30' 0' Min. 10'8 / 4'R 0 0 919 9 19 119 0,16MM-Mum APPROVAL: N APPROVED UNDER AUTHORITY OF A RE59tim ADOPTED1-13-17 BY THE PLANNING BOARD OF THE i1rY T GA SPRINGS. 44 ro V4 CHAIRPERSON w DATE SIGNED GV NEW REINFORCED CONCRETE RAMP AT DRIVEWAYS _D X POLE NM 2 00 N CD 1`0 0 MH TR3.2 NEW CONCRETE WALK WITH SNOW —MELT SYSTEM (TO STEPS) (REFER TO MECHANICAL PLANS) EXISTING CONCRETE SIDEWALK TO REMAIN ASPHALT PAVEMENT REPLACEMENT AFTER UTILITY CONNECTION NEW REINFORCED CONCRETE RAMP AT DRIVEWAYS 0 10 20 2!!T EM Sw Ln >, CL 0 > < km CL U j < E 0 z 02 2 0 CO z "41 Km CM03 YRIGH F 20' LACEY T i S..ER REIL1N tJ ARCHITECTURE & PRESERVZ-GN LLP "ALL RIGH"I'S RESERVED" AND "UNAUTI-40RIZED DUPLICATION IS A I W)LA110N OF APPLICARLE LAWS" I z (L U) CIO 0) _S2 Z 0 CU U) IL 0)co C: 0- 0 CIO CO C 5 L_ Co U) z C/) =3 L_ U) 4_7 a) C 0 Z 0 i CoU)co L_ S (DO mq >_ > C/) M :5 UrU-) i�: Uj C%'J I CO PB# 17.047 Lacey Thaler Reilly Wilson Architecture & Preservation, LLP REVISIONS 1 05/31/17 - SP SUB. 2 110/27/17 - SP SUB. #2 Proj. No.: 14-012.3 DATE 11.03.17 DRAWN BY KSK ArIN 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 17 11p 19 9C 21 22 23 24 Stoov V I A 1�9 70 x I 159 i it E 11 11 v U11 ■ -E 3ARAG NOTES: A!�P-HALT 1. OWNER RESPONSIBILITIES: ALL POST —CONSTRUCTION STORMWATER MANAGEMENT FACILITIES MUST BE INSPECTED ANNUALLY BY A QUALIFIED PROFESSIONAL, A REPORT PREPARED AND SUBMITTED TO THE CITY ENGINEER I DOCUMENTING THE INSPECTIONS AS WELL AS THE MAINTENANCE ACTIVITIES THAT WERE COMPLETED DURING THE 4', PRIOR YEAR. S'1? - — ------------------ X 305.6 2. POST CONSTRUCTION MAINTENANCE: THE CITY OF SARATOGA SPRINGS SHALL APPROVE A FORMAL MAINTENANCE 30415 ED', N ------ AND INSPECTION AGREEMENT IN ACCORDANCE WITH THE CITY CODE CHAPTER 242 FOR STORMWATER LAN S "'ITEL.., PAUNFERS LI C MANAGEMENT FACILITIES TO ENSURE THE PRACTICES WILL BE PROPERLY OPERATED AND MAINTAINED IN F, co , D ACCORDANCE WITH THE LONG TERM OPERATION AND MAINTENANCE PLANS. THIS AGREEMENT SHALL BE BINDING 0,0 14030540 F441, 211 ON ALL SUBSEQUENT LAND OWNERS AND RECORDED IN OFFICE OF THE COUNTY CLERK AS A DEED b" RESTRICTION ON THE PROPERTY. T M #1111 6 3" 6 7 - 11 14 ZI % V'5 5,121-8 T; 307.1± A0 PEDI z 1 I ^rye®e o x CO ST v IRON ROO 307.0±;. \306.8± 0 MEN"- 309.25± TW=309.25± BW=307.00± BW=307.00± BENCHMARKS 0cnI CAPPED IRON ROD CB7r-U i I SLOPE PAVEMENT TO EL: 30924' TF=306.8± STRUCTURES FOR STORM INV.S=302.5± WATER COLLECTION MAFU r ' CONVEYANCE ST -tt- 12 NEW STORM SEWER (TYP.) G Fr w CB#2 TF=306.3± INV.N=302.1 ± INV.S=302.0± I PLANNING BOARD #17.047 APPROVAL: Pp OV L' APPROVED UNDER AUTHORITY OF ARE DOPTED 7"' 13 '11 BY THE PLANNING BOARD OF THE 1 0 GA SPRINGS. EARS CHAIRPERSON j, ff, q DATE SIGNED I off," 0 0 V) 0 0 0 0 Oj APPROXIMATE LOCATION OF EX. 000 0!00 0 0 A 1 "— 1 WATER SERVICE TO 0 D C) Q 0 0 0oo, bo c) REMAIN — CONTRACTOR TO 1 0 0 )0( te)l )0 00 PROVIDE WATER VALVE IF NOT 0 0 Do %00 PRESENT 0 0 0 1 00 0 G 0 LAWN 000 0) 01 N vo .0 10 00, V 0 0 r) -,,o N X 00 0 C) C)�001 INFILTRATION SYSTEM 'A' 0 90 lic 0 STORM CHAMBERS (BELOW GRADE I I n_ )0 303.5 A� TS=31 0.,' 1 0 pop 0 BS=304.2± LD STORMWATER MANAGEMENT 01 X 11 1 I; 1 Ili -0 0.1oc 0,0 CHAMBERS 000 DETENTION/INFILTRATION, TYP.) p 0 � 000 0 0000 '0 BOTTOM1ELEV.=298.5 O L`O 00 1� o di 000 0 co 0 0 00. z 0 0 00 CB#4 Jt_,_n0 000 001 TF=304.1 LAWN LO 0 INV.W=298.5± 00 00 to 00 0 0 0000 INV.E=298.5± SILT FENCE _ 0 0 0 �4� 100 000 (Typ.) 0 000 1-3 0 E 00 D BS=304.2± I Q 3 j LD TC=304.05 BC=303.55± 0 304.1± NEW NATURAL GAS SERVICE TO UPH (SIZE TO BE 304.7f 0 0 DETERMINED) G G G G - G `0 G G G 3: A3' ST ST 62L WE ' T, _11 , Z, ST 11-ANDS N/F WASH INGTON LUC, INST# 2014015245 TM#16'_3",67-1-12 AREA-:-, SQ. F` )N 12H[ FPrLUZ)rl NNW mommm .. .. .. .... TC=304.45± 304.5± BC=303.95 CB#3 TF=304.8± INV.N=301.8± INV.E=301.7± P.O.B. LEASE PARCEL. 0 GRAW'.'11 IDARKiNG ARI-..A LLI X 305.9 0, i iZ 0 M > C) uo < CL_ Cz U L) < g iQ o z fa 0 z of NE S Exqft U. w w -C C( GI/11 !'�l 'ILS1 )P,14R Y LACE THA17 _)M �J, ARCHITECTURE & -, ESERVAJION LLP "ALL RIGHTS RESERVED" AND 'UNAU-, I IOIRIZFD DUPLICATION iS A VIOLA! ON OF APPLICABLE LAWS" Chi Z z U) < CIO 0) Z -se 0 E L 0 Z 0 co U) F) 0 CL CL -'--a CIO m CU 0) rr C 0 0 16 w 0 a: C9 CU U) Z — Z C/) =3 00 (.5 C:) C/) w 0 W E Cf) (3) -�c D U) CU W CO) C114 PB# 17.047 Lacey Thaler Reilly Wilson Architecture & Preservation, LLP REVISIONS 1 05/31/17 - SIP SUB. 2 10/27/17 - SIP SUB. #2 Proj. No.: 14-012.3 DATE 11.03.17 DRAWN BY KSK 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 13 1 14 1 15 16 I 17 I 18 I 19 I 20 I 21 I 22 I 23 I 24 5 wvo;r s ..z a /i .,k✓:ri�/r/!/:/r.:. .. , : ` a: //i"% % .� -a ' ... ,., & ..:.£ 3 ,..»,.,, . / ,. „_.... --o , l ,✓ r ,. -:�.. ..< _ _ ,.. ..• , , .. ... ate" ,:,,.:. �,%#, a.. a y F a r 2 Pathway Model: Decorative Vero 18 Solis LED 1 1115_14798 1630 0.9 19 C74WLBV1535KW State Luminaire Cylinder l 47499_C74 D8L9_UP I WLBV1535K I y i WD81_9_UP<i ` t i es I I I I 2 Pathway Models Decorative Vero 18 Solis LED 1 1115_14798 1630 1 0.9 19 C74WLBV1535KW State Luminaire Cylinder 47469_C74 I D8L9_DOWN WLBV1535K r WD8L9 DO { WN.ies 4 Pathway I Model. Decorative Vero 18 Solid LED 1 1115_14798 ( 869 0.9 11 C74WLBV835KWD State Luminaire Cylinder 46921_C74 } 8L9_DOWN T WLBV835KW } i l D81_9_DOWN T .ies 6 USA 2110-13I 10-� n/a n/a 1 2110-131-10-� 1052.541 �0.9 21.8 Illumination LSTD3-9020-M2- LSTD3-9020- I Inc 30KS 50 NC M2-30KS 50 -NC.IES 3 Lithonia WST LED P1 30K WST LED, Performance LED 1 WST _LED _P 1548 0.9 12 Lighting VW MVOLT package 1, 3000 K, visual 1_30K_VW_ ii comfort wide, MVOLT T MVOLT.ies 5 TMS SIGN 18 18-15LED-F## LED, CCT 7 Sin IS- 157.0827 0.9 17.25 � g I LIGHTING FLOODLIGHT ; 4000K, WITH 15LED.ies INC. ASYMMETRICAL IOPTIC ; ALUMINUM 1 fr I REFLECTOR 10" DIA. 20 DEG. E TANGLED 0 TREFLECTOR F WHITE POLYESTER I POWDER COAT ON INNER SURFACE 1 Lithonia DSXO LED Pi VLS DSXO LED Visual Comfort, LED 1 DSXO LED P1 5764.356 1 0.9 56 _ ® Lighting 30K FBZ P1 symmetric Type V VLS 30K l distribution 30K with flat I I FBZ.ies I bezel 4 , BEGA 77 753 77753 LED 7,2W 1 77753.ies 411.2372 0.9 10 Converted by LUMCat V I l 19.02.2015 29,08,2017 'I 3 Sternberg I A850SRLED- A850SRLED OLD TOWN 84 LED's 1 A850SRLED- 8983.085 0.75 [ 92.8 Lighting 1 6ARC45T3-MDL03SERIES ACORN, POST 6ARC45T3- TOP, TYPE 3 MDL03.IES T k 1" REGRESS DO LIGHT 1"Regress -- 1`Ae9re5s t Bevel Firhh FlalgeFA61Y S it J 4x4' SCALE: N.T.S. T.S. PLAN NING BOARD #17.047 BsveLEDmiai DOWNUGHi Colo Rendering nde 14 Watts 20 Watts 8H+• CRI 3f7+ HIGH CRI &d+ CRI 9Or HIGH CRI 1-rr ns ppr'Nalt 68 52 F3 ki Source Lurnens 100 625 1500 1050 Delivered m s- 11 925 ColorCensls#ency 2-5iepMacAdamEllips Peeormance based o0000K 71DUK 300W 35U6K 4000K 90+ 99 60+ VIGH 3u+ HIGH 50+ SO+ Culur Rendering Index C9 CRI CFI Cni CRi CHI' AiillltPt,II@r+ar LUL umer l�uk ui 1-0o 1 00 .80 1.15 l: MINAI APPROVAL: ./ APPROVED UNDER AUTHORITY OF A RESOLUTLQLLADOPTED BY THE PLANNING BOARD OF THE CI OF SARA A SPRI GS. CHAIRPERSON DATE SIGNED REFER TO C504 FOR CITY STANDARD DETAILS WST LED Archi ectural Nall Sconce Specifications Luminaire Optional Back. Box (W) Height: 81/2 Height; 4 Width: 17° Widths 5 1/2' Depth. 10-3/16" Depth: 112" Weight. 20lbs IsovF.arev ":.... - 174 0 aas - 1 - Iv1+1l1CffING WSCAL 0NAFXLTH7STLED r� SCALE: N.T Lf ■ Specifications EPA: 0.95 ft, 1 Length; 26 26 Width: 13" �,) L Height: „51,) _ " Weight 16 ibs H (max): , i ky; - W'. 5 r3'a� t-rerr'ia a r LED 2 (3 E mc°) 21( a iilx 42 4:rlrrn) '~ ' .. a x - 3 ` -"0" ,< a., fl 2 pA , 94 Ilk T ------ G:7 f A 7 -7 ---' 77 is 71 a p r Fj cs 4 x. %c L r \ q Ak s%s as 21 79 3,3 0.2 .. , 0,2 3 1:7 c es0.1 , 9.5 If el ... 12.4. -4'.0 ' .� �., .. I 1..- as I 2:8 , 54.2 - I 2 20 2 °a a ' c, I e ,. 0 0 � LE ® a;s '-ip+ i x 2 E:�:- R3 " 7 ---------------- E j I„ e. Oj fJ rrt.s 3 ------------------ x 3 j -M 03 I , , 2 4 , I el 13, , „ i 02 t 0. 3[' sJ 2 4s , 'Z226 c°A , d a2- 2.21 �. - , ' <2.::. -2b '1Z 'z,t ...4.�,' ,. 3.% 3.: ':<1 L.T ..+.4 [J 8: � :.9::i 12 t32 i t.`3 `s:, ?� 2-4 V: 3.t 3.'s 4;' a:5 .'E ,..,. .4A '4:9 Z8 4:A „:T 3."r` 2:A "; F`. ':':r,fi ?,1 �sS?3 ':7fi 4A `i)3 2.3:4,A h_i S.E :..4� _.,._.._.„»_ » __._________ .._..-------------------------- .. _________ ____._.._____..,. :.- --------- ..___.«_».._ »- --.--« ___ ..:...:.. ..... ....:.... ....... -»__ ______:..--.,, ______-....__:_«_ -- _». _"._._.__-.;._.....«...- .._. ..« ------ «».< _____.__:» __----:.....,.. Q s= 1 01 �T D 06 t aa- _ 00 �tiOF NF�iy P SEA LL W . R ss1 v LACEY THALER REILLY WILSON ''ARCHITECTURE & PRESERVATION LLP ALL RIGHTS RESERVED" D" AND " NAU rI IORILED DUPLICATION IS A VIDLA I"ION OF APPLICABLE LAWS" W o U7 C `J ® a iLL Co ®co a. H CU LU CO > RT GV PB# 17.047 Lacey Thaler Reilly Wilson Architecture & Preservation, LLP REVISIONS 1 05/31/17 - SP SUB. 2 10/27/17 - SP SUB. #2 Proj. No.: 14-012.3 DATE 11.03.17 DRAWN BY KSK 1 2 3 n 5 n 0 E'? 11 12 13 14 15 16 17 M: Pic 21 22 23 24 #1+ ®'YIN. EXl 1ING- PAVEYENT 0°MPL ■ , * ■ jr4 1 fL 1 i �, . __ [emu PROTECTION OF TREES: PROTECT EXISTING TREES WHICH ARE TO REMAIN AND WHICH MAY BE INJURED, BRUISED, DEFACED, OR OTHERWISE DAMAGED BY CONSTRUCTION OPERATIONS, UTILIZING STANDARD TREE PROTECTION CRITERIA INCLUDING: A. INSTALLATION OF SAFETY ORANGE PLASTIC FENCING (MINIMUM 4' IN HEIGHT) AROUND INDIVIDUAL TREES DESIGNED FOR PROTECTION. FENCING SHALL BE INSTALLED AT THE OUTWARD LIMIT OF THE TREE'S DRIPLINE OR EXTENT OF CANOPY COVER. B. INSTALLATION OF SAFETY ORANGE PLASTIC FENCING (MINIMUM 4' IN HEIGHT) AROUND GROUPS OF TREES DESIGNATED FOR PROTECTION. C. TREE AND/OR SHRUB BRANCHES IN THE WAY OF EQUIPMENT SHALL BE TRIMMED ACCORDING TO PROFESSIONAL HORTICULTURAL STANDARDS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR AND SUB -CONTRACTORS USE EQUIPMENT TO DEMOLISH BRANCHES AS WORK PROCEEDS. REQUIRED FENCING SHALL BE INSTALLED PRIOR TO THE INITIATION OF LAND DISTURBING ACTIVITIES AND SHALL BE REMOVED AT THE CONCLUSION OF CONSTRUCTION. REMOVE DISPLACED ROCKS FROM UNCLEARED AREAS. BY APPROVED EXCAVATION, REMOVE TREES WITH 30 PERCENT OR MORE OF THEIR ROOT SYSTEMS DESTROYED. REMOVAL OF TREES AND THE PROCEDURE FOR REMOVAL REQUIRES APPROVAL OF THE CONTRACTING OFFICER. TREES DESIGNATED FOR REMOVAL SHALL BE REMOVED IN A MANNER THAT WILL NOT IMPACT ADJACENT TREES. SWPPP (STORMWATER POLLUTION PREVENTION PLAN) Se® HAS BEEN DETERMINED TO BE REQUIRED BASED ON SCOPE OF PROJECT. SWPPP REQUIRES DOCUMENTS FROM CONSTRUCTION TEAM. Y HAS BEEN DETERMINED NOT TO BE REQUIRED BASED ON SCOPE OF PROJECT. • REFER TO REQUIREMENTS LISTED ON THIS SHEET AND SPECIFICATION SECTION 01560 ENCLOSED IN THE SWPPP. IF SCOPE OF PROJECT CHANGES, THE REQUIREMENT FOR A SWPPP AND NYSDEC PERMITTING MAY REQUIRE RE-EVALUATION. SYMBOL VXNEN iAPIRE FENCE H_■ (MIN. 14 1 /2 GWGE: W/ MAX. ®' MESH 36' LAIN. FENCE POST YMOOU WIRE FENCE (MIN. 14 1/2 WCE W/ MAX. 6* MESH SPACING) WITH FILTER CLOTH B ♦ r LT FENCE DETAIL SCALE: N.T PLAN CONCRETE W, SCALE: N.T.S. ! 1 i" MIN® DETAIL 'Y:F x yt �1- a- r r ' ♦:: ••. '1 B B SI. t a ^%MU BLOCK HALL MPERMEABLE SHEETING (10 MIL. MIN.) SANDBAG OR EQUIVALENT IMPERMEABLE SHEETING t Ei 7&-( *:• �:.. 3 WALL 1:1 OR FLATTER SIDE SLOPE SECTION A- A C N.T.S. 3' MIN. -- GATHER EXCESS AT CORNERS V MIN. N DETAIL PLANNING BOARD #17.047 • a �. a •i �, i a 1 f. r ' ]♦ it y a♦ • >ti 1 - r° r APPROVED UNDER AUTHORITY OF A RESOLUT PTED `I d-BY THE PLANNING BOARD OF THE CITY F SARAT SPRINGS. %.wW411( V64 CHAIRPERSON /4 DATE SIGNED A- S.- LQ � jCL., L t= LJ dJ CU 5 j G n 3 � ,p 53 1-4 isd Im to0 C4) co x V �^ E rl �,`�Q Fp►ASFq�G 0 'Ci 2vif r °l;$dt" E WRE & PRESEF'{;fR " I tNAU i 1_ 01RIZED [D'C,MUC ATION IS A VIOLA"! ION Of. APPLICABLE [AINS" ca z O � Co U Co (a toLL. U _O c Co 0~ CuLLIco �® v 62J ♦^ v d L W Q U CD Q Q Z ("� V ) ® Q � (� m Z (3) (3) = -> N N W PB# 17.047 Lacey Thaler Reilly Wilson I tar=:::,its cture & Presewation, Li_P REVISIONS 1 05/31/17 - SP SUB. 2 10/27/17 - SP SUB. #2 Proj. No.: 14-012.3 DATE 11.03.17 DRAWN BY KSK C� 1 I 2 I 3 I 4 I 5 on 7 E'3 10 11 12 13 14 15 16 17 W 20 21 22 m WE �1 O1 71 C 1 n TOP COURSE NYSDOT ITEM 402.098302 9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT — NYSD07 ITEM 407.0102 DILUTED TACK COAT BINDER COURSE NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64 22 COMPACTED GRAVEL NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 05% STANDARD PROCTOR. PAVEMENT TOP BINDER GRAVEL ESAL TYPE COURSE COURSE COURSE LEVEL SUBGRADE COMPACTED TO 90% STANDARD PROCTOR PARKING LOT �_1f " " 8-10 G0'3 MILLION STANDARD 1-112" 3" 12" <30 ROADWAY MILLION HEAVILY TRAVELED/ <30 TRUCK 2' *' 4" 12 MILLION LOADING NOTES- * SEE NOTE 2 1. PAVEMENT SECTIONS SPECIFIED 0 ARE TYPICAL FOR STREET DRIVEWAY AN PARKING LOT CONSTRUCTION E D 0 WHERE TRAFFIC E AF C 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. BINDER TO BE PLACED IN 2 — 2" LIFTS W/ TACK COAT BETWEEN. 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. 4, NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS„ ASPHALT PAVEMENT N.T.s. APPROVED: CITY OF SARATOGA SPRINGS, NICE YOR Ili DWC Nc) 4/1(}/2013 STANDARD. QETAIL ]PLANNING BARD DATE A sp h a t P cIve m e n t Ss-5 EXISTING PAVEMENT 611 4 ■ avr+a,' ■� SCALE: N.T.S. RETAINING WALL (SEE PLAN FOR HEIGHT) 19.25' 6' TALL VINYL FENCING STEEL BOLLARD (TYP.) GATE 9I a�v■.■■ v SCALE: N.T.S. T PAVEMENT DETAIL 11" i---I TACK COAT ALL SURFACES OF KEYWAY - 1.5" TOP COURSE TYPE 6 OR 6F (NYSDOT ITEM 403.16) 3.5" BINDER COURSE TYPE 3 (NYSDOT ITEM 403.13) EXISTING SUBBASE COMPACTED TO 95% MODIFIED PROCTOR 16" 5 ORNAMEl SCALE: N.T.S. NOTES: 1. PROVIDE (2) 6' DOUBLE SWING GATES, AS SHOWN. 2. PROVIDE HEAVY DUTY HINGES FOR GATES. ALL HARDWARE TO BE GALVANIZED. 3. PROVIDE PVC SLEEVE IN CONCRETE PAD TO ACCEPT CANE BOLT FOR EACH SWING GATE. CAST IRON BOLLARD MAGLIN MODEL # MTB200 OR APPROVED EQUIVALENT. 2 COAT POLYURETHANE PAINT FINISH OR POLYURETHANE RESIN PRIMER. BLACK COLOR. TROWEL FINISH CONCRETE WITH 1 /8"/FOOT WASH 1/2- EXPANSION JOINT FINISH GRADE OF PROMENADE PAVEMENT OR CURBING. 5" SQ. POST 7/8" U—CHANNEL 7/8„ X 6" T&G PICKET 1 1 /2"X 5 1/2" RAIL 8' 7'®7" 1 7/8" SQ OPEN LATTICE I W/ 1 1 /4" WIDE STRAPS 1 BOTTOM RAIL INCLUDES REINFORCING METAL INSE NOTES: 1. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER HALCO ONLY. 2. FOOTING WIDTH TO BE (2)X POST WIDTH. MINIMUM DEPTH 30". 3. COLOR OF FENCE TO BE WHITE. MASTER LEGEND VINYL SERIES PROVIDE A CONCRETE FOOTING HALTER by Master HaICO AS SHOWN OR PROVIDE 30" MIN Orange, CAcormDEPTH ENCASEMENT IN CONCRETE N ,R®,,,,*„R,� WLM NM M. wwPhone No.: a Onl0-22RETAINING WALL, AS DETAILED. i RIOHIS w.Fenceine.covn com 2 VINYL fENCING DETAIL SCALE: REMOVABLE BOLLARD USE ANCHOR BASE 'TYPE D', PERMANENT BOLLARD USE ANCHOR BASE 'TYPE A' AS SUPPLIED BY MANUFACTURER G�Y•Z���d•I�[�i���•Z•�I�L�� 12" � 1 2" —i kl 2 1/4" 5' T 2" 30" STIFF BROOM FINISH ON 4500 PSI CONCRETE W2.9XW2.9 6X6 W.W.M. MIN. 2" COVER 6" MIN. NYSDOT TYPE 2 SUBBASE DETAIL TOOLED CONTROL JOINT 1 /4 OF SLAB THICKNESS 6x6 - 6/6 WIRE MESH (5'-0" ON CENTER EACH WAY) 1/4"jp CONCRETE PAVEMENT �W X X —X—X�--X Q o a W W 2 W V U) 7 ai SCALE: N.T.S. DELETE FOR FREE-STANDING CURBS CAULK JOINT 1/2" PREMOLDED EXPANSION JOINT ALONG SIDEWALK ONLY CONCRETE SIDEWALK OR TOPSOIL AND TURF 5" FINISHED GRADE 1" RADIUS W2.9 x W2.9 6x6 - PAVEMENT W.W_M. WALK �„ `O (SEE PAVING SCHEDULE) POURED -IN -PLACE CONCRETE CURB. GRAVEL COMPACTED TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR REFER TO MECHANICAL PLANS FOR PIPING a LAYOUT AND ADDITIONAL INFORMATION 6" Concrete i a• 4 ti c{1 r�� 's 3hw u �c} 4 L Wire Mesh a 3 w' as a or Reber 4 �ir••a F h, ee �s+'} xfiy '>h„t 1t 2 S F �1,{k 4 V �i.4.ft4 P 1! F is 5� C 4 y � z{ f .• Heat Piping * i a aY r 'rx S ;. r k (typically 3» _ ' ° down, in middle ;� ;,� � � �•r"; k; a of slab) Ties4. 1-1/2 to 2" � 1 (Nate: Check with typical insulation manufacturer to ensure insulation meets HIGH density compression strength) Polyethylene Based on Edge .� Insulation Moisture Barnet Design THIGH Compacted 6i' typical (typically 6 mil) s Subase (See Detail SS—S) 1" typical Density Insulation TYPICAL RADIANT HEAT IN SIDEWALK DETAIL SLAB —ON —GRADE APPLICATION NO SCALE GENERAL DESIGN CRITERIA FOR CONSTRUCTING RADIANT HEAT IN SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 1) LAYOUT AND DESIGN IS THE RESPONSIBILITY OF THE PROPERTY OWNER. TUBING SHALL BE LOCATED TO AVOID ICE FORMATION FROM MELTING SNOW IN ALL PEDESTRIAN ACCESSIBLE AREAS. 2.) PROPERTY OWNER IS RESPONSIBLE FOR INSTALLATION, MAINTENANCE AND REPAIR OF RADIANT HEATING SYSTEM. 3.) PROPERTY OWNER SHALL PROVIDE PLANS FOR REVIEW BY THE CITY DIPS AND DPW PRIOR' TO INSTALLATION, FINAL DESIGN SHALL PROVIDE CLEAR ZONE FOR FUTURE TRAFFIC SIGN INSTALLATIONS. APPROVED: CITY OF SARATOGA SPRINGS, NEW PORK DWG No 1/13/2010 STANDARD DETAIL PLANNING BOARD DATE Heated Concrete Welk SS -BA CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CAULK JOINT CAULK JOINT GROUT 5/8" DIA. PVC SLEEVE CAST 5/8" DIA. PVC SLEEVE INTO INTO BLDG. FACE TO ACCEPT ADJACENT SLAB TO ACCEPT 1/2" DIA. x10"L BARS AT 18" O.C. 1/2" DIA. A01 DOWELS AT 18" O.C. FINISHED GRADE BUILDING FLOOR -- 1 /2" PREMOLDED EXPANSION 1 /2" PREMOLDED EXPANSION JOINT MATERIAL JOINT MATERIAL i 1/2" PREMOLDED EXPANSION PLANNING BOARD #17.047 JOINT MATERIAL GRAVEL BASE GRAVEL BASE "- /, , GRAVEL BASE COMPACTED SUBBASE COMPACTED SUBBASE COMPACTED SUBBASE JOINT IN WALKS AND CURBS (ONLY WHERE IDENTIFIED ON PLANS) TYPICAL JOINT IN WALKS AND CURBS TYPICAL JOINT AT BUILDING ENTRANCES CONCRETE EXPANSION JOINT DETAILS SCALE: N.T.S. M DETAIL APPROVAL: APPROVED UNDER AUTHORITY OF A RES OPTED - /.�• BY THE PLANNING BOARD CF THE XQF,�VOA SPRINGS. • CHAIRPERSON DATE SIGNED OF NEr ; Y `P *PAS *09 CC f r- u. O G LLj X m2 2 F I 1111G IT Lw' 1 i LAC'EY MALER. REM IvILSJfV ARCHITECTURE & PRESS Ft JAT"IOP! LLB' ALL REGH1 S R sf_RVF L ' AND U �.HORIZE ,UPL,t t ION B A �� ELF . ,,ON 0r7APP scA LE LAWS' CCS z Cn -Ile Q cn ._0 CU CCU ® ® ( ) J cu —1� L U) �_Uj C F. ca U Cn cv PB# 17.047 Lacey Thaler Reilly Wilson 7Mt Ch E`ctu, e & —Preservation, LL P REVISIONS 1 05/31/17 - SP SUB. 2 10/27/17 - SP SUB. #2 Proj. No.: 14-012.3 DATE 11.03.17 DRAWN BY KSK 1 ! 2 3 I 4 I 5 I 6 ( 7 I 8 I 9 ( 10 I 11 I 12 I 13 14 I 15 I 16 I 17 I 18 I 19 I 20 I 21 I 22 I 23 I 24 ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS AASHTO MATERIAL COMPACTION / DENSITY MATERIAL LOCATION DESCRIPTION CLASSIFICATIONS REQUIREMENT FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE TOP OF THE'C' LAYER TO THE BOTTOM ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. MAY BE PART OF THE 'D' LAYER BEGIN COMPACTIONS AFTER 12" (300 mm) OF AASHTO M145' MATERIAL OVER THE CHAMBERS IS REACHED. INITIAL FILL: FILL MATERIAL FOR LAYER'C' GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35% A-1, A-2-4, A-3 COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. LIFTS TO A MIN. 95% PROCTOR DENSITY FOR C STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE OR WELL GRADED MATERIAL AND 95% RELATIVE TOP OF THE CHAMBER. NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU AASHTO M43' DENSITY FOR PROCESSED AGGREGATE SUBBASE MAY BE A PART OF THE 'C' LAYER. OF THIS LAYER. 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, MATERIALS. ROLLER GROSS VEHICLE WEIGHT 9,10 NOT TO EXCEED 12,000 Ibs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 Ibs (89 kN). EMBEDMENT STONE: FILL SURROUNDING THE B CHAMBERS FROM THE FOUNDATION STONE (W CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' NO COMPACTION REQUIRED. LAYER) TO THE 'C' LAYER ABOVE. 3, 357, 4, 467, 5, 56, 57 FOUNDATION STONE: FILL BELOW CHAMBERS AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT A FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) CLEAN, CRUSHED, ANGULAR STONE OF THE CHAMBER. 3; 357, 4, 467, 5, 56, 57 SURFACE. 2' PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS REFER TO PAVEMENT & TURF DETAILS & SPECIFICATIONS �� "TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED �. D \ti ��f INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, 18„ C INCREASE COVER TO 24 (600 mm) (2.4 m) (450 mm) MIN* MAX 6" (150 mm) MIN © 30„ &MI&T (760 mm) ....Ei, E a.. ,.,� I 3-•-._::,.s ;iE1 .: i . ( I .. e '[i i t3 3_TT �" '€� , _;._. e ti' F� e-.yP .... J . L} Y, . <,L.E Trill; �,; `.�y(i i-..e ,., � �...,, } � -t_ ! ,� ' I_._.,�,x.; P-r-+ . ��'- ._.; -- Y.... 3 :;`_i ?-:-, , ! I i , 7:,. 3, g., i..c� k.,«-� :: _..y : e- :--.. > .., ',.....: f ; ...._ i'.,.. �- ,.m,� ?-e ..,...,..: I , „..... :--.- .......:......-<"5_.... �,,._ _.:.,' T i:....Yn I�`�35 �,�... E 'Ll +(L .I }E s_.; DEPTH OF STONE 6" MIN ._s 12" (300 mm) MIN cSC` 740o SUBGRADE SOILS „�„ 6„, ��,�, 51" (1295 mm) 12" (300 mm) TYP (SEE NOTE 4) NOTES: 1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 6. ONCE LAYER'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 1 I��NwwFIILTRATION CHAMBER - SECTION 1 SCAM: N.T.S. COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE 8' (2.4 m) MIN WIDE SC-740 CHAMBER 1 STORMTECH HIGHLY RECOMMENDS C5W FLEXSTORM PURE INSERTS IN ANY UPSTREAM ,/z/ STRUCTURES WITH OPEN GRATES MX11 r tiY y; YII L, .,i �� - .. _. SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE -FABRICATED END CAP PART #: SC740EPE24B INV. SYSTEM "A" = 298.5 INV. SYSTEM "B" = 301.5 INSPECTION & MAINTENANCE SC-740 ISOLATOR ROW DETAIL STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A. 1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG AA. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. NTS UUNUKt I t UULLAF PAVEMENT CONCRETE SLAB 8" (200 mm) MIN THICKNESS FLEXSTORM CATCH II PART#6212NYF� WITH USE OF OPEN GRATE 6" (150 mm) INSERTA TEE PART#61PSSWST741F INSERTA TEE TO BE CENTEREE ON CORRUGATION CREST HEAVY DUTY FRAI' AND GRATE CAMPBELL NO. 2E OR APPROVED EQUAL (BICYCLE -SAFE) CONCRETE COVER PRECAST TO FIT GRATE A / 3 le �7 FRAME TO BE MORTARED TO TOP OF CATCH BASIN STORM SEWER PIPE TO BE MORTARED IN PLACE 4BAR 06"O.0 EACH WAY ADDITIONAL AROUND OF *12" MIN. SUMP REQUIRED A- A' B-B' - 8"-12" TYPE 2 CRUSHED STONE ON UNDISTURBED SUBGRADE OR ADDITIONAL FOUNDATION STONE A.O.B E. SECTIONS N.T.S. CONCRETE - 4000 PSI @ 28 DAYS MIN. REINFOROMENT - 6x6 - 1010 WWM B / ALL FOUR SIDES AND BOTTOM �''` (CONFORM TO ASTM STD. A-615) NOTES: 1.) SHOP DRAWING REQUIRED TO BE SUBMITTED TO AND APPROVED BY THE CITY ENGINEER. 2.) ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20. PRECAST CONCRETE CATCH BASIL N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW YRK DWG N> 1 � 2oio % STANDARD DETAIL PLANNING BOARD DATE Catch a S I I1 ST- 1 CATCH BASIN DETAIL INSPECTION PORT T.F. SYSTEM "A" = 304.75 T.F. SYSTEM "B" = 307.20 F.G. SYSTEM "A" = 304.75 F.G. SYSTEM "B" = 307.20 SC-740 END CAP TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN SC-740 TECHNICAL SPECIFICATION SYSTEM A = 52.7' ACTUAL LENGTH SYSTEM B = 16.6' ACTUAL LENGTH NTS SYSTEM A = 52.3' INSTALLED LENGTH SYSTEM B = 16.2' INSTALLED LENGTH <- BUILD ROW IN THIS DIRECTION OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) ACCEPTS 4" (100 mm) SCH 40 PVC PIPE FOR INSPECTION PORT. FOR PIPE SIZES LARGER THAN 4" (100 mm) UP TO 10" (250 mm) USE INSERTA TEE CONNECTION CENTERED ON A CHAMBER CREST CORRUGATION GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS NOMINAL CHAMBER SPECIFICATIONS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS SIZE (W X H X INSTALLED LENGTH) SYSTEM A 11.3' X 30.0" X 52.3' SYSTEM B 9.3' X 30.0" X 16.2' CHAMBER STORAGE 46.2 CUBIC FEET MINIMUM INSTALLED STORAGE` 78.4 CUBIC FEET WEIGHT 75.0 Ibs. *ASSUMES 6" STONE ABOVE, 9" BELOW, AND 6" BETWEEN CHAMBERS ITH CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG6NIP SOLID COVER: 1299CGC GRATE: 1299CGS 6" (150 mm) DWV SCH40 PIPE SC-740 CHAMBER I I SC-740 6" INSPECTION PORT DETAIL NTS 1 B G Owners responsibilities: All post- construction stormwater management facilities must be inspected annually by a qualified professional, a report prepared and submitted to the City Engineer documenting the inspections as well as the maintenance activities that were completed during the prior year. Post Construction Maintenance: The City of Saratoga Springs shall approve a formal maintenance and inspection agreement in accordance with City Code Chapter 242 for stormwater management facilities to ensure the practices will be properly operated and maintained in accordance with the long term operation and maintenance plans. This agreement shall be binding on all subsequent land owners and recorded in the office of the County Clerk as a deed restriction on the ro ert . p p y 4 SCALE: NX 'POSITE CURB LINE AS OPPOSITE CURB LINE AS :R UTILITY LAYOUT PER UTILITY LAYOUT TAIL SS-14 OR DETAIL SS 14 OR 4' MIN. 4' MIN. MECHANICAL JOINT TEE° START END JOINT RESTRAINT (SEE NOTE 2) PART # STUB A B C SC740EPE06T / SC740EPE06TPC 6" (150 mm) 10.9" (277 mm) 18.5" (470 mm) --- SC740EPE06B / SC740EPE06BPC --- 0.5" (13 mm) SC740EPE08T / SC740EPE08TPC g (200 mm) 12.2" (310 mm) 16.5" (419 mm) --- SC740EPE08B / SC740EPE08BPC --- 0.6" (15 mm) SC740EPE101" / SC740EPE10TPC 10" (250 mm) 13.4" (340 mm) 14.5" (368 mm) --- SC740EPE10B / SC740EPE10BPC --- 0.7" (18 mm) SC740EPE12T / SC740EPE12TPC - (300 mm) 14.7" (373 mm) 12.5" (318 mm) --- SC740EPE12B / SC740EPE12BPC --- 1.2" (30 mm) SC740EPE15T / SC740EPE15TPC 15" (375 mm) 18.4" (467 mm) 9.0" (229 mm) --- SC740EPE15B / SC740EPE15BPC --- 1.3" (33 mm) SC740EPE18T/ SC740EPE18TPC 18" (450 mm) 19.7" (500 mm) 5.0" (127 mm) --- SC740EPE18B / SC740EPE18BPC --- 1.6" (41 mm) SC740EPE24B* 24" (600 mm) 185' (470 mm) 0.1" (3 mm) ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL L- MECHANICAL JOINT GATE VALVE (TYP.) SEE DETAIL W-1 FOR SPECIFICATIONS OPPOSITE CURB LINE AS PER UTILITY LAYOUT DETAIL ,SS-14 OR 4`' MIN. NOTES: 1. MAINS SHALL BE VALVED TO INSURE THAT WATER FLOW IS NOT INTERRUPTED TO MORE THAN TWO (2) HYDRANTS AT ANY GIVEN TIME. 2. JOINT RESTRAINT REQUIRED A.O.B.E. (TYP.). UPON PRIOR APPROVAL OF CITY ENGINEER, CONTRACTOR HAS THE OPTION TO USE MEGALUG SERIES 1100 SD WEDGE -TYPE MECHANICAL JOINT RESTRAINT AS MANUFACTURED BY EBAA IRON, INC. ALTERNATE VALVE LAYOUT (PRIOR APPROVAL REQUIRED BY CITY ENGINEER) N.T.S. 5 CITY WATER VALVE DETAIL sC&E: N.T.S. PLANNING BOARD #17.047 APPROVAL: APPROVED UNDER AUTHORITY OF A RESO OPTED �- ��- / BY THE PLANNING BOARD OFZTH;M�IA SPRINGS. 1-7 CHAIRPERSON a DATE SIGNED �_ :_< �a I I �L I 0, t ( Is J-; d a►� � m o ►moo 0 z Kim ,tp` FpASEq G y CO 4PeG� W io X 4 -�Et.(-E(vA1r �RCHi ECI a.F..-:F:F;tL.,ERVAIONLLI LOI-1Iit3N I, AP CU (1) z Co se a n. CO 0 (U 07 J o 0 ., t� ca o ' U r� V ♦ v, J U) a O V J D c5 U o F. L W > =/(10 LO N PB# 17.047 Lacey Thaler Reilly Wilson Arch e i-e .y REVISIONS 1 05/31/17 - SP SUB. 1 ni97i1 7 - qP .qI IR #7 Proj. No.: 14-012.3 DATE 11.03.17 DRAWN BY KSK C5031 il 2 I 1 I 4 I 5 I 6 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 I 17 I 18 I 19 I 20 I 21 I 22 I 23 I 24 TEST PIT FIELD LOG' PROJECT: Universal Preservation Hall NUMBER: TP-1 LOCATION: Saratoga Springs New York FILE NO. J8175242 CONTRACTOR: Morris Excavating DATE: November 21, 2017 MAKE: CaterP iller MODEL: Rubber tire backhoe ENGINEER: ORB WEATHER: CAPACITY: 113 cubic yard BOOM REACH: +/- 10' GROUND LEVEL: +/- 304.0' TIME START:; N/A TIME STOP: NIA DEPTH SOIL DESCRIPTION EXCAVATIO N BOULDER COUNT EFFORT +/- 8" Topsoil M 1° FILL: Dark Brown F-C SAND and SILT, trace glass and M 2" concrete, brick sidewalk noted at 1.5' depth M X M 4' ■ --■ --■■ ■ -----------------------■--- Dark Brown to Brown F-C SAND, trace. silt E 5° E 1 7' End of test pit 6.2" depth. Groundwater was not present within the test pit upon its completion. 9' 1.0, 11. 42' 13" 14e 15` Remarks: BOULDER COUNT ABBREVIATIONS EXCAVATION EFFORT SIZE RANGE LETTER F = FINE EASY.........................E CLASSIFICATION DESIGNATION M = MEDIUM 6" -18"° A c F-FINE M = =FINECOARSE' TO MEDIUM MODERATE .............. M F-C = FINE TO COARSE 18" - 36" B GR = GRAY DIFFICULT ..............D BN = BROWN 36" & OVER C YEL =YELLOW THE DENTE GROUP,•CoMpany TEST PIT FIELD LOG PROJECT: Universal Preservation Hall NUMBER: TP-2 LOCATION: Saratoga Springs, New York FILE NO. JB175242 CONTRACTOR: Morris Excavating [SATE: November 21, 2017 MAKE: Caterpiller MODEL: Rubber tire backhoe ENGINEER: ORB WEATHER: CAPACITY. 1 /3 cubic yard BOOM REACH: +/- 10' GROUND LEVEL: +/- 306.0' TIME START: N/A TIME STOP: N/A DEPTH SOIL DESCRIPTION EXCAVATIO N BOULDER COUNT EFFORT +/- 8" Concrete, +/- 2" Insulation Board D 1° FILL: Brown/Gray F-C SAND and Crushed STONE M 2= --------------------------------------- Brown F-M SAND, Little Silt E °....................................... ■ - ■ ■ - - - - - ■ - ■ - ■ ■ - - - ■ -.. - - - - ■ - - - - - - ■ - - ■ E A L1,° Brown SILT and CLAY E 1 - --------------------------------------- Brown Fine SAND, Some to Little Silt E 6 71 $° End of test pit 6.3' depth. Groundwater was not present 9°' within the test pit upon its completion. 10, 11` 12' 13' 14' 15' Remarks: BOULDER COUNT ABBREVIATIONS EXCAVATION EFFORT SIZE RANGE LETTER F = FINE EASY.....-. ............... L CLASSIFICATION DESIGNATION M = MEDIUM A c = COARSE MODERATE .............M F-M = FINE TO MEDIUM F-C = FINE TO COARSE 18", - 36" B GR = GRAY DIFFICULT.. . D BIN = BROWN 36" & OVER C YEL = YELLOW INFILTRATION TEST RESULTS PROJECT: Universal Preservation Hall PROJECT NO. JB175242 PROJECT LOCATION: Saratoga Springs, NY TEST DATE: November 22, 2017 WEATHER: TESTER: ORB Test Location Test Depth (feet) Trial No. Water Drop (inches) Elapsed Time (hours) Infiltration Rate (inches/hour) TP-1 6.2 1 16.8 1.00 16.8 2 10.8 1.00 10.8 3 9.6 1.00 9.6 4 8.4 1.00 8.4 Average infiltration rate for four trials was 11.4 inches per hour. Infiltration rate of final trial was 8.4 inches per hour. TP-2 5.9 1 24.0 0.28 85.7 2 24.0 0.28 85.7 3 24.0 0.27 88.9 4 24.0 0.32 75.0 Average infiltration rate for four trials was 83.8 inches per hour. Infiltration rate of final trial was 75.0 inches per hour. Notes: (1) Testing was conducted in general accord with the "Infiltration Testing Requirements" contained in Appendix D of the New York State Storm Water Management Design Manual. (2) Test pipes for infiltration testing were installed within test pits TP-1 and TP-2. SOIL CLASSIFICATION AT TEST DEPTH Test Location TP-1: Brown F-C SAND, trace silt Test Location TP-2: Brown Fine SAND, Some to Little Silt FINIAL (SAME FINISH AS POLE) LED ROOF -MOUNTED OPTICS HEAT SINK FOR HEAT TRANSFER STERNBERG ORNAMENTAL FIXTURE MODEL A850SRLED 96 WATT LED (6ARC22) (BROADWAY) ACRYLIC LENS 53 WATT LED (3ARC22) (FOR ALL OTHER STREETS IN THE HISTORIC DISTRICT) 2200K COLORTEMPERATURE SEALED LED / OPTICAL ASSEMBLY LED DRIVER W/ ELECTRICAL QUICK -DISCONNECT 3" HEAVY WALL CAST ALUMINUM FITTER WELDED TO POLE TOP (W/ PHOTOCELL 4" DIA. FLUTED ALUMINUM POLE - STERNBERG MODEL NO, 4210-FP VERDE GREEN FINISH 0.125" WALL THICKNESS 6061-T6 STRUCTURAL GRADE ALUMINUM x POLE WELDED FOR SINGLE UNIT i CONSTRUCTION o MOGUL BASE SOCKET TYPE ACCESS DOOR WITH STAINLESS STEEL ALLEN HEAD SCREWS 17" DIA. BASE WITH 0.750" FLOOR THICKNESS 4 ANCHOR BOLTS AND 1 GROUND LUG 3/4" CHAMFER (TYP) ZINC -PLATED ANCHOR BOLT LY PER C RECOMMENDATION a =00 s ELECTRIC SERVICE -SEE NOTES w ' GROUND ROD PER N.E.C. --4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FORM 20" DIA. SUBGRADE - UNDISTURBED OR COMPACTED TO 90% NOTES; L____20==-- STANDARD PROCTOR 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 SOOV WITH S .AMP FUSE WITH INSULATOR BOOTS PART FRZ FS81 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE 'H.AN 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. Dente Group, A Terra,con Company 594 Broadway Watervliet, NY 12189 p (518', 266 0310 F (518) 266 9238 terracon.cQm APPROVAL: APPROVED UNDER AUTHORITY OF A RESOLUTIO OPTED ?' LN 7 BY THE PLANNING BOARD OF THE CITY,OF STRAT SPR1N S. CHAIRPERSON DATE SIGNED O > z r Q) f; ♦ LL�4CO t crsPYRIGHTi�'(S? r LACEY HALER RFII I Y VV'U SUN A.RCHII-ECTURE & PRESERVATION LLP "ALL RIGHTS RESERVED` AND "UN•;U', IICIIRIZED DUPLICAT'iON IS A VIOLA" ION OF APPLICABLE L A`T1S Co z ®_ v ) ■ O}° n V♦ =3 vJ �. V J O W `v N PB# 17.047 0 VJ Lacey Thaler Reilly Wilson Architecture & Preservation, LL REVISIONS 1 05/31/17 - SP SUB. 2 10/27/17 - SP SUB. #2 Proj. No.: 14-012.3 DATE 11.03.17 DRAWN BY KSK 11 2 1 3 1 4 1 5 1 6 I 7 1 8 1 9 1 10 1 11 12 13 14 15 W 17 20 21 22 23 24 F 40, 10 EEM3 gl Sol Mil NOTES: EXPANSION JOINT SPACING 20'-25' O.C. CONTROL JOINT SPACING — 5' O.C. NOMINAL CROSS SLOPE --- 1 /8" TO 1 /4" PER FOOT (MAX. SLOPE 1: 50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:1 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE — SEE CONCRETE c. .. �:. SPECIFICATIONS — DWG. SS-7 PP' PP • -., 6 X 6 NO. 6/6 WOVEN WIRE MESH EXCEPT A.O.B.E. •y 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TYPE 1 — TYPICAL PEDESTRIAN TRAFFIC LOADING -- BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE — SEE CONCRETE 2*. SPECIFICATIONS — DWG: SS-7 6" X 6" NO. 6/6 WOVEN WIRE MESH 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% 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 THE EDGE OF SHOULDER. 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. APPRavED: CITY OF SARATOGA SPRINGS, NEW PORK DWG No 1/13 f 2010 STANDARD DETAIL PLANNING BOARD DATE Concrete Walk ss_8 1 CON 0A A 1 C. _- -. anWP W�DN DETECTABLE WARNINGS AT MEDIAN ISLANDS SDEWALK 131 oo� 9PQPO�OO o . NLL RA a ME SP AM .L. DETECTABLE WARNINGS AT RUSH SURFACES (BLENDED TRANSITIONS) DETECTABLE WARNING AT ISLANDS DETECTABLE WARNING AT CURB RAMP ADJACENT TO CURB RAMP DETECTABLE TEXTURE WARNING DETAILS N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK 1/13/2010 STANDARD DETAIL PLANNING BOARD DATE DETECTABLE TEXTURE WARNING DETAILS (BASED ON NYSDOT STANDARD SHEET M608-5R2) 4 CURB RAMP SCALE: N.T.S. ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED GENERAL NOTES I BETE NYSDDTT ITEi W PSMUC110N.' EMBEDDED LO / RE UNI: SHALL BE DEIECPOSHAI.L BE 0.�ASiN THE MANUFACTURED BY MEXCO N INC. OF WOROESIER, NY OR SIMILAR PRODUCT APPI BY NYSDOT. 2 WHERE TEXTURE WARNING DEVICES MUST THE RETROFIT. PREFORMED DEVICES SHALL BE INSTALLED PER NY5D0T I7EM WLOI. I THE DETAILS PRMDED ARE NOT DRAWN TO SCALE. THE QUANTITY OF DOMES DEPICTED ON THE DETECTABLE WARNING FELQ (THE DOMES AND THE ENiRE 610 mm LEVEL SURFACE) IS FOR LLMSTRAIION MLY, 4, THE SZE OF THE DETECTABLE WARNING HELD SHALL BE 610 mm IN THE DIREICTION OF TRAVEL AND SHALL EX M THE FULL WIDTH OF THE CURB RAMP OR FWSH SURFACE, D(CLUSIVE OF SIDE FLARES, ES. 5. LOCATION OF DETECTABLE WARNNGL DETECTABLE WARNINGS SHALL BE UXA70 SO THAT THE EDGE OF THE WARNING HELD NEAREST TO THE ROADWAY OR STREET SURFACE IS 150 mm TO 225 mm (305 WHERE TRAVERSABLE CURB IS USED FROM THE EDGE OF THE ROADWAWAY[STREET, OR FROM 7HE FRONT OF'THE DROPPED CURB. WHERE A DROPPED CURB TNUES ACROSS'1HE BOTTOM OF THE SDETW4LK CURB RAMP, IL DOME XIG IANT. DOMES SHALL BE ALIGNED ON A SQUARE CR® N THE PREDOMINANT DIRECTION OF TRAVEL T. COLOR REQUIREMENTS. THE DETECTABLE WARNING FIELD SHALL NSUALLY CONTRAST WITH THE ADJONMNG CURB RAMP. OR 07HM ADJACENT WALKWAY SURFACES WHERE THERE IS NO CURB RAMP. E17HER LIGHT -ON DARK, OR DARK -ON -LIGHT AS DEFINED IN THE AMERICANS WIH DISAI IAES ACCESMLRY GUIDELINES (A.R,A.A.G SECT. 110OX L OMIT DETECTABLE WARNINGS WHERE THERE WILL BE LESS THAN 610 MM OF SPACE BETWEEN THE DETECTABLE WARNING FIELDS. '50% - 05T. OF BASE DIAMETER 610 t,�_� as � S IN IN e DOME SECTION NON -ELEVATED CROSSING " s' �1>oNE ep.0 0 00 6 000OCi 0 00 0000000 0000000007 a 0000 000 )WG Nc SS®11 PLANTING SCHEDULE • 16011 •.l• • En z 0 z 0 V) 3t NOTES: 2" WINDOW PANE EDGE FINISH WIDTH AS SHOWN ON PLANS 1. SEE PLANS FOR LOCATION AND TYPE OF SCORE JOINTS. 2. BLOOM PERPENDICULAR TO LINE OF TRAFFIC. 3. 2`' WINDOW PANE EDGE FINISH. 4. DOUBLE COAT OF PENTRA—SIL 244" SEALER TO BE APPLIED TO ALL NEW CONCRETE SURFACES. CLEAR SPACE AND TURNING SPACE FLUSH CURB - SIDEWALK (1.5% MAX. CROSS SLOPE) :. A .. ®14 _ Lei gel Memo•_ CROSSWALK — MATCH SLOPE & CROSS SLOPE OF ADJACENT SIDEWALK DETECTABLE r-WARNING (TYP.) `SIDEWALK (1.5% MAX. CROSS SLOPE) TAr%r-m eta eww STRIPING DETAIL ®®\/ClICAIT ^m USE SAME 'SUBBASE PREPARATION AS TYPICAL CURB WHITE REFLECTIVE SHEETING PAINT BOLLARDS HIGH VISIBILITY FLOURESCENT YELLOW —GREEN N. T. S. OPEN IN FRONT OF NOZZLES 4'0" (MAX.) BOLLARD • (TYP.) oIZ HYDRANT S NOTES: 1" STEEL RING 1 • BIKE RACK TO BE CYCLE SENTRY SERIES BRBS-103.STANDARD SURFACE MOUNT AS MANUFACTURED BY VICTOR STANLEY OR APPROVED EQUAL. 2. COLOR AND FINISH TO BE DETERMINED BY OWNER. 3. IT IS NOT RECOMMENDED TO LOCATE ANCHOR O.D. STEEL PIPE BOLTS UNTIL BIKE RACK IS IN PLACE. PRODUCT MUST BE PERMANENTLY AFFIXED TO THE GROUND. CONSULT LOCAL CODES FOR REGULATIONS. ;TEEL ANCHOR TAB 4. INSTALLATION TO BE VITH ROUNDED COMPLETED IN I,NCHOR HEADS ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 5. INSTALL WITH 36" CLEAR ON ALL SIDES CONCRETE DOME CAP 6" SCH.40 IRON PIPE FILLED W/ 3000 PSI CLASS A CONCRETE -.-SLOPE FOR DRAINAGE 3000 PSI CLASS A CONCRETE Q ¢ a J J 0 (MIN.) (MI>v.)1 .4 DO NOT SEAL PIPE BOTTOM LOCATION AND NUMBER OF BOLLARDS TO BE APPROVED BY CITY FIRE DEPARTMENT FOR ACTUAL SITE CONDITIONS. CRUSHED GRAVEL NYSDOT TYPE 2 FIRE HYDRANT PROTECTION tj C e° PROVIDE 5' CLEARANCE BETWEEN BOLLARD AND BUILDING ACCESS. PIPE D (� I /� D N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW Y RK DWG N 1/13 f 201tJ STANDARD DETAIL PLANNING BOARD DATE Pipe Bollard M — 3 5 STEEL BOLLARD DETAIL SCALE: N.T.S. of -uj t .. uj c a i LAC EY ; fiA E R, REt LEY t ILSON AR,,-,Hl TECTURE & PRfESURVA! ION LL ".ALL TRIGI"1*1 S RESERVED" AND "UNAU T"110R1ZED DUPI.iGA"CIC)N IS A CU O Z CU i) V i ® CD C) CU CCU � O-41 ® Cl) — cu vr = �L � CQ 0 a� Try W U) .® Lo CV PB# 17.047 Lacey Thaler Reilly Wilson rcl It 1.L,r I >crvaa-km, I i..P REVISIONS 1 05/31/17 - SP SUB. 2 "In/27/17 _ SP CI IR iio Proj. No.: 14-012.3 DATE 11.03.17 DRAWN BY KSK C� • m 11 15 21 m m 24 GaA� SAWCUT LINE - SEE DETAIL SS-6 SEE PAVEMENT SECTION DETAIL SS-5 ORIGINAL ASPHALT t2' WEARING COURSE(S) IN PVMT IN TURF Q PAVEMENT BASE COURSE STRUCTURAL (SEE NOTE 3)' �o SECTION SUBBASE COURSE a A.O.B.E. (SEE [VOTE 4) ,2 ORIGINAL. SUBBASE COURSEt w 13 P " OUTSIDE CROWN PIPE SPRINGLINE /ice yi ,!e;�✓ BOTTOM O.D. N I.D. + 3' MAX. NOTES: 1. STREET OPENING PERMITIS REQUIRED 2. FOUNDATION STONE — N.Y.S. DOT 'STD. SPEC. 703-02 M SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-157. PASSING 1 /4" SIEVE OR SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-1007. PASSING 1" SIEVE, '0-15% PASSING 1/2" SIEVE. GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON L FIELD CONDITIONS. &jR ENCH DETAIL SCALE: N.T.S. NOTE: (FOR PAVED AND UNPAVED AREAS) K 1. PROVIDE 2" OF RIGID INSULATION ALONG SIDEWALLS AND ACROSS TOP OF TRENCH IN AREAS OF BURIAL COVER LESS THAN MINIMUM. PLACE INSULATION VERTICALLY DOWN TO 5' BELOW SURFACE. 2. PROVIDE INSULATION AT CROSSINGS OF STORM CULVERTS, A.O.B.E. J 2" RIGID INSULATION COMPACTED BACKFILL PIPE ZONE - ` COMPACTED SELECT FILL 5' BELOW ' " '� ' • ' ' "; GRANULAR H SURFACE PIPE BEDDING UTILITY PIPE 2" RIGID INSULATION, 10" BELOW PIPE INVERT WHERE LESS THAN 4' OF EARTH SEPARATES PIPE INVERT AND CROWN OF CULVERT, SEE PROFILE. NOTE: TRENCH/SIDE SLOPE STABILIZATION AND JOB SAFETY G ARE THE RESPONSIBILITY OF THE CONTRACTOR. COMPLY WITH ALL APPLICABLE STATE AND FEDERAL REGULATIONS. S INSULATED TRENCH DETAIL SCALE: N.T.S. F MASTER HALLO COPYRIGHT© 2001-2006 MASTER HALCO, INC. ALL RIGHTS RESERVED. E ECHELON FENCE by Master Halco Orange, CA Phone No.: 800-229-5615 www.FenceOnline.com D 2 1/2" SQ POST ALUMINUM POST 1 " SQ PICKET ALUMINUM PICKET 1-3/4" SQ. C FORERUNNER RAIL TRENCH WALLS LAID BACK PER OSHA REQ'MTS OR SHEETING A.O.B.E. 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH 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) PIPE ZONE BACKFILL GRADATION SHALL BE, W "WELL GRADED SAND WITH 3/4" MAX. PARTICLE SIZE AND NOT MORE THAN 10% PASSING #200 SIEVE (USE VIBRATORY COMPACTOR WITH 6" LIFTS) w PIPE ZONE BEDDING - FOUNDATION STONE TO CONFORM TO N.Y.S. DOT. STANDARD SPEC 703-02 COARSE AGGREGATE (SEE NOTE 2) UNDISTURBED SUBGRADE OR EXTRA FOUNDATION STONE A.O.B.E. 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% 1 /4" SIEVE - PASS 26-45% #40 SIEVE - PASS 10-25% #100 SIEVE - PASS 3-12% 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 304, TYPE 2, GOTHIC POST CAP 4" SQ POST 7/8" U-CHANNEL 7/8" x 6" T & G PICKET #8 x 1 1/2" S.S. PHILLIPS SCREW W/PVC CAPS & WASHERS 7/8" x 1 1/2" BRACE W/ " TREATED WOOD INSERT 1 1/2" x 5 1/2" I RAIL Cv cz 00 CONNECT TO STORM DRAIN - SYSTEM AS INDICATED ON PLANS 90' BEND WITH SILT TIGHT JOINTS 6" MIN. HDPE ROOF GUTTER LATERAL PIPE 1 % MIN. SLOPE) ( BUILDING FACE-// NOTES: 1. BACKFILL WITH NATIVE MATERIAL IF ACCEPTABLE TO ENGINEER OTHERWISE BACKFILL WITH NYSDOT TYPE 4 (REPAIR ASPHALT AS NECESSARY) 2 STANDARD ROOF DRAIN CONNECTION DETAIL_ SCALE: N.T.S. VARIES j- SEE PLANS -1^ 3„ PROVIDE A CONCRETE FOOTING AS SHOWN OR PROVIDE 30" MIN DEPTH ENCASEMENT IN CONCRETE RETAINING WALL, AS DETAILED. 4 SINGLE & DOUBLE VINYI 96" O.C. NOMINAL NOM. 8TMECTION LENGTH - 1 " PICKETS - RAIL BRACKET FLAT POST TOP ECHELON II INDUSTRIAL ALUMINUM MAJESTIC 3—RAIL NOTES: B 1. FENCE IS TO BE 36" IN HEIGHT 2. POSTS TO BE SURFACE MOUNTED AS RECOMMENDED BY THE MANUFACTURER 3. COLOR OF RETAINING WALL RAILING/FENCE TO BE BLACK. 3 15/16" PLANNING BOARD #17.047 GOTHIC POST CAP 2" x 3 1/2" BRACE 4" SQ POST 1 " SQ BRACE 7/8" U-CHANNEL VARIES 7/8" x 6" T & G PICKET " VARIES #8 x 1 1/2 S.S. PHILLIPS SCREW W/PVC CAPS & WASHERS 1 1/2- X 5 1/2" RAIL 7/8" x 1 1/2" BRACE W/ - TREATED WOOD INSERT 4" SQ POST 1 1/2" x 5 1/2" I RAIL NOTES: 1. COLOR OF FENCE TO BE WHITE. MASTER LEGEND VINYL SERIES WHALCO* by Master Halco Orange, CA oanonemm-mm ■nn. WLM ■a Phone No : 800-229-5815 ALL RIGM RESEW®, www.FancoOnline.com :E GATE DETAIL 3'-0" 3'-60 MASTER HALCO ECHELON RAILING OR APPROVED EQUAL (POSTS 6" MIN. EMBEDMENT IN WALL) COLOR: BLACK 16" WIDE X 2"+ THICK CAPSTONE — COLOR BY ARCHITECT r DETAINING WALL -! "EBAR ® 6" EW i <- ij-, 4 REBAR PROVIDE A CONCRETE FOOTING AS SHOWN OR PROVIDE 30" MIN DEPTH ENCASEMENT IN CONCRETE RETAINING WALL, AS DETAILED. 6'-( RETAINI � ace: N.T.S. SEE PLANS 2" x 3 1/2" BRACE 1 " SQ BRACE 1 1/2" X 5 1/2" RAIL 4" SQ POST NOTES: 1. COLOR OF FENCE TO BE WHITE. MASTER LEGEND VINYL SERIES NHALLOO by Master Halco Orange, CA owmw©mm-sm iwom WLM mm Phone No.: WO-229-5515 AM MOM RESOM. www.FenceOnline.com i Q d� I I I i C r ! 1 a® o VCq •� d w'm too o too �V 1 1-a01 Q xW410^ S Ivy H � NEW y A,t4` �Q1ASEp �'9 yQ� �Gf � I 0 u • COYRI GH-L LL; r rlJALER REILLY ,°J,L r€ IARCHITEC 1 1 PIi S F?T i iC} ti LLP ALI. RIGH € S F E.SF:FtW D` ANDUNAUT110RIZED WPL.iCA' I0N IS A VIOLA"€' ON OF APPLIC ,F3(E L.AV,�S:, 16 ■ �` 4D • • 0 16 40 4 Lacey Thaler Reilly _Wilson lOF1 I L.F�, REVISIONS 1 05/31/17 - SP SUB. 2 10/27/17 - SP SUB. #2 Proi. No.: 14-012.3 DATE 11.03.17 DRAWN BY KSK 1 I 2 I 3 0 0 7 -N 0 m m m 16 I 17 I 18 19 20 21 22 23 24 Lei POURED CONCRETE FOUNDATION K H C GROUND FLOOR PLAN. 1/16" 1'-0" XISTING BRICK IASONRY WALL XISTING STONE ,JATERTABLE FCO CURTAINWALL 600; LOW E VISION LASS A TURAL ANODIZED LUMINUM URTAINWALL AST STONE PIER; UFF LUMINUM CANOPY; AT URAL ANODIZED kBOVE) AST STONE 'ATERTABLE;BUFF ORTH MT, ROSE -ASHED BRICK BY ONTINENTAL OR MILAR (TO MATCH XISTING) XISTING BRICK ASONRY WALL KISTING STONE ATERTABLE N 04'- 8! 16 32' MAIN FLOOR PLAN 1/16" = V-0" ALUMINUM CAP FLASHING; MEMBRANE ROOF: BLACK METAL ROOF EDGE; BUFF ALUMINUM CANOPY; NATURAL NORTH MT. ROSE FLASHED BRICK BY CONTINENTAL OR SIMILAR (TO MATCH EXISTING) EXISTING BRICK MASONRY WALL BALCONY FLOOR PLAN 1/16" = 1 '-0" 01 4 IT 16' 2' ROSE 3RICK BY TAL OR 0 MATCH raym FIA L2 u > Ln CL. u CD < 1Q O V COP'RiGff 2017 tY THAsJ:'R J -'R-Ly MLSON : Q' pi RESERVATION LAP HORIZED C, Pi "WFION IS A VROLAI ION OF APPUCABLE LAWS" (D CU Z 0 CU U) Cu Co = 0) 0 0 ---- ICU C/5 0 0 U) =3 U C5 C) U) z Cu 0 L - q (D > Cu Cu Lo PB# 17.047 uf-) Lacey Thaler Reilly Wilson Architecture & Preservation, LLP REVISIONS 1 105/31/17 - SP SUB. 11 n/)7/17 - CZP q1 IR If) Proj. No.: 14-012.3 DATE 11.03.17 DRAWN BY KSK 11 12 w ml 15 w" m ku-11 W wt w m 23 24 SOUTH ENTRY STAIR DEMOLITION PLAN 118" = V-0, IN 62) WEST STAIR PLAN �wi 114'= f-O" ( A2 )WEST STAIR ELEVATION I\Iti 1/4" = 11-01, )EIMMMOTES. 00 NOT UNDERmw METING ROM FOUNDATION OR FOOTINGS DURING DEMOLITION ORDOVATION FOR NEWSTAIR FOOTINGS. SHOREENSTMWALLASREQUIRED 2\ DMOAKE01143 STW CHEEXTAW, RAILING. AND STAIRFOUNDATIONS DEmWSHMTTNGpAMwTwa ASREQLMT0 AOCOMNOATESTAIRMOAL AND REMO" Gr EAST STAIR PLAN 1/4" = 1W M�12 SOUTH ENTRY STAIR PLAN K�l I187-=-1'0. G12 CHEEK WALL ELEVATION 1/4" = I%0' -------- - -- 11 CIMINAUSTEPBEYOND EAST STAIR ELEVATION �Ali CHEEK WALL SECTION AStit lle = V-0, py01 3/4' = 1 ARCHITECTURAL DETAILS SCALE: N.T.S. EXJSTING BUiDING r EMSTING FOUNDATION NAJI rG18"STAIR SECTION 1/2'= V-0' STONE CLADCREEKWALL WifN STORE W CONCRETE PER (4)#6 HNORNLPOSTSEYONO RALMORTARBED TMPPINGSJAWrrH HYDRONIC SNOW MELT TUBING .1 .. ... ..... - RIGICINSULAJIGN STEPPED OONCRETE ME M.309SWOC.80WAY 115MR.TYR �A,9 STAIR DETAIL fl/ 1 112"= V-0, APPROVED UNDER AUTHORITY OF A RESPL�WIOPTED IIE5 BY THE kF qLANNING BOARD OF THE C OF OGA SPRINGS. 'VAI-7 CHAIRPERSON DATE SIGNED F= E V) �2 Z, > >Z 01) < 2 U < ,1� COPYRIGI LACEY I HALER REILLY VIALISON ARC HITEC1 . URE & PRESERVA110N LLP "AL(. RR�M'S RESERVEMAND `i)NAU'r*HORIZED DUPLICATION IS A I VIOLA HON OF APPLICABLE LAWS" I Co Co C- 0 o M U) CO CU 0 C-0 CO 0 U) j ICU C: 0 Cn > cn C13 (D U-) PB# 17.047 H own Lacey Thaler Reilly Wilson Architecture & Preservation, (J P REVISIONS 1 105/31/17 - SP SUB. 2 110/27/17 - SP SUB. #2 Proj. No.. 14-012.3 DATE 11.03.17 DRAWN BY KSK 0 ff I I IN 1 1 2 1 3 M 5 no 7 P-V IN 11 wj 13 MA IN m M-11 Im 20 I 21 I 22 I 23 I 24 SDI H