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Home My WebLink About20210755 269 Broadway Site Plan Revised Plans INDEX OF SHEETS RECORD OF SUBMISSION COVER C-001rY��. Y PRELIMINARY SUBMISSION JULY 26, 2021 NOTES & LEGEND C-002 ' 4.1--'•3r ° --- �. � ‘'/%..t0;''''L �,;�.! �.,�. SECOND SUBMISSION OCTOBER 14 2021 EXISTING CONDITIONS PLAN C-100 �r�ei., r Hswingk swing E+ sn st Iii REMOVALS PLAN C-110 �, ��r� =�� LAYOUT PLAN C-120 " g� �• t `' it �rr�y w°fi�++P ,;,rxa�r ht;a � ..GRADING & DRAINAGE PLAN C-130 ? 1UTILITY PLAN C-140 „ `" °�tir tic ti ¢ mEROSION CONTROL & LANDSCAPING PLAN C-150 , I ta Ck4i:Y � $ '':4sur,r tp C�r�1 Q -- 269 BROADWAY CITY OF SARATOGA , SARATOGA COUNTY , NEW YORK _ _ OCTOBER 14 , 2021 ll PARKING LAYOUT TURNING MOVEMENT PLAN C-160 ppp�� • �. of Rsftcw,et.t}'. SITE PLAN DETAILS C-500 o `°'s�vt444 ,:r SITE PLAN DETAILS C-501 ' { � 9c Spring St L� SITE PLAN DETAILS C-502 �s c CQ>< � �s � (.6- 2144%, ., ,.M1+1Sk k T t .try ; SITE PLAN DETAILS C-503 ,,sr,�t j � ,„ e CITY OF SARATOGA DETAILS C-5041:;- - 4411146111111111111114:1-4: u 'L � a hi,r : �'z,: CITY OF SARATOGA DETAILS C-505 '�`s`t,lafst 11?1,1 zy,rlaeLt7 CIfCU� t drfst i7� Q. c I y 1 �o 1°44%I.; m 4" G40, r i 4 L.r. tt,fuo 40 eta*rSt c C. j * VIDTth St S yVip11t St , z rt LOCATION MAP SC SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:- ANY WAY, UNLESS DONE UNDER THE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE MJ APROJLE: . No.:987.04 1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW PROFESSIONAL, (I.E.) ARCHITECT FOR AN Engineering and COVER DATE: JULY 2021 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A ./4 Surveying, P.C. CHECKED BY: WLII LANDSCAPE ARCHITECT, IS A VIOLATION C-OO1 OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS LAW AND/OR REGULATIONS AND IS A CLASS „A„ MISDEMEANOR. CITY OF SARATOGA NEW YORK File Name: F:\MJ987\987.04 (269 Broadway)\C-001 COVER.dwg (Layout: C-001 ) Date: Thu, Oct 14, 2021 - 1:57 PM (Name: aborza) GENERAL CONSTRUCTION NOTES: GENERAL NOTES: LEGEND 1. THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, RULES AND 1. DIG SAFELY NEW YORK TO BE CONTACTED PRIOR TO COMMENCING 1-800-962-7962 REGULATIONS, INCLUDING BUT NOT LIMITED TO THE STATE ENVIRONMENTAL QUALITY REVIEW ACT 2. THIS PROJECT MAY REQUIRE THE USE OF BLASTING FOR EXCAVATION. CONTRACTOR TO EXISTING -- •.- {, i COORDINATE WITH THE VILLAGE OF VICTORY AND CITY ENGINEER FOR SAFETY PROTOCOLS V \�u��1'.��u1„1 ■�■� _ r I\� 'IS (SEAR), FRESHWATER WETLANDS PERMIT REGULATIONS, THE MUNICIPAL LAWS, INCLUDING ,.•1-111.■.A..__ f11a�117i16.l..� , FLOODPLAIN MANAGEMENT LAWS. 1 1 ___ ��.. -..,..__ >ir ■,��/ �I' ,I AND PROPERTY NOTIFICATIONS AT LEAST TWO WEEKS IN ADVANCE. "'11 =" ___ 1" I �lV�� ll' CONTOUR MINOR " " _-_ '="""" "'" ��! �;t�i 1549 :ii. .ai,,ur, a =ee_I i______ I_-■lunill' ili=iiiiin.- 11111 I ' 3. CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY i1�1��. I' ___ I■■■��, �C� 2. THE APPLICANT SHALL BEAR THE SOLE RESPONSIBILITY FOR ENSURING THAT ALL IMPROVEMENTS ARE MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER, CONTOUR MAJOR 1550 __ ■,�nl wrnlr j� COMPLETED AND MAINTAINED IN ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS, AND EDGE OF PATH _ __\■■I-ale--U..' �� r4. SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A NEW = ■■,.■■..mm. -. I _ '■1. . • •i lk ; STANDARDS. YORK STATE LICENSED LAND SURVEYOR. WOODS/BRUSH i '9041""■""' _ " �� 4. CONTRACTOR TO TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES. DAMAGED • ' .; .1.11... • • • • • • • • • ligr, FENCE x x x x x x ' • . 3. THE APPLICANT SHALL BE RESPONSIBLE FOR KEEPING EXISTING PUBLIC HIGHWAYS AND ADJACENT UTILITIES SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S ■•. • • • • • LANDS FREE DITCH LINE - - �� • RELATED TO OF SOIL, AND OTHER MATTER WHICH MAY ACCUMULATE DUE TO CONSTRUCTION EX5. ALLUTILITY WORK INVOLVING CONNECTIONS TO THE EXISTING SYSTEMS SHALL BE ENSE. :::11..1. / •.�.�.� •••••••,./4.1,0 .•• /'I .. 7 COORDINATED WITH THE ENGINEER AND THE UTILITY OWNER. NOTIFY THE ENGINEER AND STORM LINE S) S) S) nNMI I ) ----1/ •••••• �•�• $10;,,AI:p14. ALL PLANT MATERIALS INSTALLED PURSUANT TO THIS SITE DEVELOPMENT PLAN SHALL CONFORM TO THE UTILITY OWNER 72 HOURS BEFORE EACH AND EVERY CONNECTION TO AN EXISTING ""■=..Mli • '� Ja1/ �� / THE AMERICAN STANDARD NURSERY STOCK(ANSI Z60.1-1986) OF THE AMERICAN ASSOCIATION OF SYSTEM. __ 1� III -•• ••'Syr •a'•GQ •••••••• G 'II► UTILITY POLE - ■r•■� / / 111,11 NURSERYMEN OR EQUIVALENT RECOGNIZED STANDARD, AND SHALL BE INSTALLED AND MAINTAINED IN 6. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR TEMPORARY POLE SUPPORT ;��. ="■e! II • ••' • ,r � • G\ �ii,ti, ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE. DURING CONSTRUCTION AS NECESSARY. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ,q • Z 1� 1 d • `sj 1�,'',I' �j 11 �� • • . . . . . . ,c ASSOCIATED WITH TEMPORARY UTILITY SUPPORT. PROPERTY LINE Q �p / , • ••••••••P.••••• 'IU' 5. ALL REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE NY 7. CONTRACTOR SHALL EXERCISE CARE IN HIS REMOVAL OPERATIONS SO AS NOT TO UNDULY / • PI •' 9p ' C STATE STANDARDS & SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. p ■11' • • • • • DISTURB UNDERLYING MATERIALS WHICH ARE TO REMAIN IN PLACE. SHOULD THE WATERLINE M M �� Q 41�V�- •••.•.•••••• - .�� CONTRACTOR DAMAGES ANY MATERIALS WHICH ARE TO REMAIN, THE DAMAGED MATERIALS S --•I �� SITE 6. BACKFILL USED IN TRENCHES EXCAVATED IN EXISTING ROADWAYS SHALL BE PLACED IN MAXIMUM HYDRANT r • • • . . . �i '. SHALL BE REPAIRED OR REPLACED IN A MANNER SATISFACTORY TO THE ENGINEER AT NO �r i91i Ir. ' '.•.•.• r 6-INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL COMPACTOR BETWEEN LIFTS. - 'I / ADDITIONAL EXPENSE TO THE OWNER. ""!'Jr e iti401'.44,„ �, 8. DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT DROP WASTE CONCRETE, SIGNS/BILLBOARDS 1111111r7.-%* I/7. BACKFILL MATERIAL AROUND PROPOSED OR EXISTING STRUCTURES SHALL BE PLACED IN MAXIMUM - ,� =' '� ■11■111 • • ,411; `r'DEBRIS, OR OTHER MATERIAL IN THE SEWAGE AND/OR STORM SEWER COLLECTION SYSTEMS z I` �`i/ �1■11■111 •• � IIIA 4♦ �i 6-INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL COMPACTOR BETWEEN LIFTS. ��`_�� 1■11■1;:,EXCEPT WHERE THE PLANS SPECIFICALLY PERMIT THE DROPPING OF MATERIAL. PLATFORMS, 1 , \■1\■I ��ri� NETS, SCREENS, OR OTHER PROTECTION DEVICES SHALL BE USED TO CATCH MATERIAL. ■■■�. ■■ ��r�i�i Aviii" '8. STREETS AND STORM SEWERS SHALL CONFORM TO THE MUNICIPAL LAW. SHOULD THE ENGINEER DETERMINE THAT ADEQUATE PROTECTIVE DEVICES ARE NOT BEING ABBREVIATIONS 2 - O >r / ill �■■■��Imarpm A 4 EMPLOYED, WORK SHALL BE SUSPENDED UNTIL ADEQUATE PROTECTION IS PROVIDED. - - Gj ISE' J■■/ --. ,� 9. WETLANDS IDENTIFIED ON THESE PLANS MAY NOT BE DISTURBED WITHOUT APPLICABLE APPROVALS - : \/ Bair ' 9. CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS, AND OTHER PUBLIC SPOT ELEVATION X ELEV. _ \' ■■V Ba■ QX �/0 FROM THE U.S. ARMY CORPS OF ENGINEERS AND/OR NEW YORK STATE DEPARTMENT OF P MN/ I■GV _� _ OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD A CONDITION AS / M■■' M■M7 <� ENVIRONMENTAL CONSERVATION. THESE AREAS MAY BE SUBJECT TO PERIODIC OR PERSISTENT BEFORE. ANY DAMAGED TREES/SHRUBS, AND/OR HEDGES SHALL BE REPLACED AT THE TOP OF STAIRS TS N �gir EU* ® I ■\r I■■� ` , `� STANDING WATER CONDITIONS. > '� ',` CONTRACTORS EXPENSE. BOTTOM OF STAIRS BS / A■■' A�_ . �. "�,� .... `AIL% 10. ALL WASTE AND DEBRIS TO BE REMOVED TO APPROPRIATE LANDFILLS. FINISH GRADE FG 1■■F ■■■-©', , <;t{{' -7 11 10. THE FLOOD PLAIN AREA IDENTIFIED ON THESE PLANS MAY NOT BE DISTURBED WITHOUT MUNICIPAL 11. ALL EARTHWORK GRADING SHALL BE BLENDED SMOOTHLY AND EVENLY INTO EXISTING SMOOTH INTERIOR POLYETHYLENE PIPE SICPP / /"■■� 'INFO , i'�'.��f ' REVIEW AND APPROVAL. - / '�■l 11■�r� �,,' IIIII/Ate Mak CONDITIONS. FINISH FLOOR ELEVATION FFE 11. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL STAKE-OUT ALL IMPROVEMENTS, VERIFY TOP CURB TC BOTTOM OF CURB BC ZONING MAP GRADES, AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGN TOP OF GUTTER TG ENGINEER. ALL GRADING SHALL BLEND INTO THE SURROUNDING GRADES AT THE EDGE OF THE BOTTOM OF GUTTER BG CONSTRUCTION LIMITS. SNOW REMOVAL NOTE: FLARED END SECTION FES INST-ED: INSTITUTIONAL 12. CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ALL ITEMS DAMAGED OUTSIDE OF 1. SNOW WILL BE TRUCKED OFF SITE SHOULD THE AMOUNT OF SNOW PRESENT EXCEED mmm EDUCATIONAL CONSTRUCTION LIMITS, OR ANY DISTURBANCE ON THE SITE WHICH ARE NOT PART OF THE IDENTIFIED AVAILABLE STORAGE SPACE. PROPOSED 'BE-- WORK OF THIS CONTRACT. WATERMAIN NOTES: PROPERTY LINE 13. CONTRACTOR SHALL VISIT THE SITE TO OBSERVE ALL EXISTING SITE CONDITIONS PRIOR TO THE 1. CONTRACTOR TO COORDINATE WITH MUNICIPALITY FOR TEMPORARY SHUTOFF OF MUNICIPAL SETBACK LINE T-6: TRANSECT ZONE 6 START OF WORK. WATER MAINS. LINEAR OBJECT TO BE U B AN CO E 2. ALL WATER MAINS, HYDRANTS, VALVES, AND SERVICES MUST BE INSTALLED IN ACCORDANCE DEMOLISHED 14. CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS AND PERMITS PRIOR TO BEGINNING WORK. WITH MUNICIPAL LAW. 15. CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY DURING CONSTRUCTION. HE SHALL MAINTAIN 3. 5'-0' MINIMUM COVER TO BE PROVIDED OVER ALL WATERMAINS. CONTOUR MINOR 1549 PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS 4. PIPE SHALL BE RESTRAINED 50 FEET IN BOTH DIRECTIONS OF ALL FILL AREAS WITH "FIELD LOK". CONTOUR MAJOR 1550 AND PROPERTY FROM DAMAGE. 5. ALL PIPES TO BE C-900 UNLESS NOTED OTHERWISE. SANITARY LINE WATER LINE 16. CONTRACTOR TO PROVIDE RECORD MAPPING TO THE MUNICIPALITY FOR ALL INFRASTRUCTURE THAT ELECTRIC LINE WILL NOT BE OWNED, OPERATED, AND MAINTAINED BY THE MUNICIPALITY. STORMWATER DRAINAGE NOTES: NATURAL GAS LINE 17. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY. CONTRACTOR 1. ALL STORMWATER PIPES TO BE SICPP OR CMP UNLESS OTHERWISE DICTATED ON PLANS. TO CONTACT UFPO AS REQUIRED. STORMWATER PIPES TO HAVE A MINIMUM SLOPE OF 0.5%. STORM LINE 2. SUMPS IN DRAINAGE STRUCTURES TO BE A MINIMUM OF 6" 18. ALL FILL AREAS REQUIRED FOR PROJECT SHALL BE CONSTRUCTED IN THE FOLLOWING MANNER: 3. STORMWATER MANAGEMENT SYSTEM TO BE DESIGNED FOR A 10 YEAR STORM EVENT MINIMUM. SEWER CLEANOUT 18.1. REMOVAL AND STRIPPING OF ALL ORGANIC MATTER FROM FILL SHALL BE DONE. 4. ALL PIPES TO HAVE A MINIMUM OF 2 FEET OF COVER OVER THE TOP OF THE PIPES UNLESS 18.2. FILL WILL BE DONE IN 6" LIFTS WITH NATIVE OR IMPORT CLEAN FILL WITH NO ORGANIC MATERIAL OTHERWISE DICTATED ON PLANS. CATCH BASIN/STORM MANHOLE 18.3. THE FILL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR TEST AND VERIFIED BY 5. NO SUBSTITUTIONS TO DRAINAGE STRUCTURES AS SPECIFIED ON THE PLANS AND DETAILS TO CONTRACTOR. BE PERMITTED UNLESS DIRECTED BY THE DESIGN ENGINEER. IN OR OUT-OF-PAVEMENT T n 6. WHERE PLANS INDICATED NYSDOT STRUCTURE TYPES ARE CALL OUT ON PLANS DUE TO INLET SILT PROTECTION L 19. HANDICAP ACCESSIBLE PARKING STALLS AND ACCESSIBLE AISLES SHALL NOT EXCEED 2% SLOPE. LIMITED COVERAGE OR TO HAVE CURB INLET BOX. THE CONTRACTOR MANY SUBSTITUTE THESE STRUCTURES BASED UPON APPROVAL OF MUNICIPALITY. SILT FENCE POLE MOUNTED LUMINAIRE GRADING NOTES: WALL MOUNTED LUMINAIRE 0 SITE INFORMATION 1. IN AREAS OF PROPOSED FILL, ALL EXISTING VEGETATION AND OTHER ORGANIC MATERIAL, FENCE INCLUDING THE ROOT MAT, SHALL BE REMOVED PRIOR TO PLACEMENT OF THE FILL. THE MATERIAL SHALL BE DISPOSED OF IN AN APPROPRIATE OFF-SITE FACILITY, OR PROCESSED FOR ZONING- T-6 TRANSECT ZONE 6 IN OVERLAY DISTRICT REUSE ON-SITE IN A MANNER THAT WILL NOT BE CONDUCIVE TO ADVERSE EFFECTS OF SITE SIGNAGE i DECOMPOSITION, SUCH AS THE PRODUCTION OF ODORS OR THE CONCENTRATIONS OF PROPOSED USE: RETAIL, OFFICE AND RESTAURANT NOXIOUS OR EXPLOSIVE GASES, OR THE CREATION OF UNSTABLE SUBSURFACE CONDITIONS. ALLOWED USES IN T-6 ZONE THE PROPOSED METHOD OF ON-SITE PROCESSING AND REUSE SHALL BE SPECIFIED IN THE BUILDING TO BE GRADING PERMIT APPLICATION AND MAY REQUIRE CERTIFICATION BY A LICENSED REMOVED f REQUIRED PROPOSED VARIANCE REQUIRED PROFESSIONAL ENGINEER AS A SAFE AND EFFECTIVE MEANS OF DISPOSAL. f MAXIMUM HEIGHT: 70 FT. 70 FT NO 2. NO VEGETATION OR OTHER WASTE MATERIALS SHALL BE BURIED ON THE SITE. MINIMUM % BUILD OUT ALONG FRONTAGE: 80% 99% NO 3. ALL FILL PLACED ON THE SITE SHALL BE AS FREE OF ORGANIC MATERIAL AS IS PRACTICABLE. 4. A GEOTECHNICAL ENGINEER WILL BE REQUIRED TO EVALUATE POTENTIAL SETTLEMENT ISSUES ••• CITY SETBACK REQUIREMENTS REQUIRED PROPOSED VARIANCE REQUIRED AND MOISTURE CONTENT OF NATIVE SOILS USED AS FILL. FULL-DEPTH ASPHALT FRONT BLDG. SETBACK: 0' MIN TO 12' MAX 0 FEET NO TO BE REMOVED SIDE BLDG. SETBACK: 0' 0 FEET NO REAR BLDG. SETBACK: 0' +/- 2 FEET NO 1 + + WOODS AND BRUSH TO + + PARKING BE REMOVED + REQUIRED SITE IS LOCATED WITH T-6 ZONE SO PARKING PER SECTION 6.2.2 REQUIRES 0 PARKING STALLS VARIANCE REQUIRED ASPHALT SURFACE PROPOSED 70 PARKING STALLS (UNDERGROUND) NO CONCRETE SURFACE SCALE: SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:- II ANY WAY, UNLESS DONE UNDER THE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROD. MANAGER: WL DIRECTION OF A COMPARABLE MJ PROJ. No.:987.04 1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW PROFESSIONAL, (I.E.) ARCHITECT FOR AN Engineering and DATE: JULY 2021 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER MLand Surveying, P.C. NOTES & LEGEND DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A CHECKED BY: WLII LANDSCAPE ARCHITECT, IS A VIOLATION C-002 OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS Tk i LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK File Name: F:\MJ987\987.04 (269 Broadway)\C-002 GENERAL NOTES.dwg (Layout: C-002) Date: Thu, Oct 14, 2021 - 1:57 PM (Name: aborza) 8 -eI h 71\\ 1 I LEGEND LEGEND a h//fti ! 16 I-- 291.2 + LANDS N/F w `' 1L THE SARATOGA HOSPITAL 0 0 b 3 3l BOOK:2012 PAGE:16471 o TAX ID: 165.75-1-4.21 z PROPERTY LINE --- --- li / RI ADJACENT PROPERTY LINE - - - - - - b `� Nl ' / _ EASEMENT LINE gI /lk,i N / ' b •X / / 1- C/D / Q LLI CAPPED IRON ROD 0 C.I.R. I 2 I LANDS N/F I „ GLOVERSVILLE FEDERAL SAVINGS O IRON PIPE • I.P. b :I/ AND LOAN ASSOCIATION O SAN. MH8GATE VALVE g RIM=291.86 gHANDICAPPED ] I ID: 16 -1-4.INV(A)=283.80, 12"CLAY o t. PARKING• TYP. TAX ID: 165.75-1-4.1INV(B)=284.72, 12"CLAY 3 ELECTRIC METER ❑E ��L \ �`� 291.4 +UTILITY POLE / TCH BAS1N 6 IDECIDUOUS TREE / b m 3 II �v'A = 81 I 2-STORY / V(A)=289.55, 12"RCP SINGLE POST SIGN -o- ib 3 , (4 I ONNECTION NOT EVIDENT I BRICK BUILDING u J DOUBLE POST SIGN -u u Q P �,� STORM MH 5 I I (D) \ RIM=292.35 I I S Il , �6) SUMP=289.18 1 I' MAINTENANCE ACCESS -- - TRAFFIC CONTROL BOX PULL O FOR CATCH BASIN 6 CATCH BASIN 4 U iff RIM=291.41STORM MH 7 \ r - CATCH BASIN 3 INV(A)=287.84, 12"HDPE GUY WIRE C RIM=292.27 b __________)RIM=291.25 O INV(B)=287.97, 12"HDPE INV(A)=286.52, 16"RCP l, h cr �'= INV(A)=288.32, 12"HDPE CURB STOP '� INV(B)=286.67, 12"HDPE INV(B)=288.35, 12"HDPE INV(C)=286.93, 16"RCP GAS MARKER INV(D)=288.92, 15"HDPE b .x,/-1 I \\\'\---------,_s--). T S7oo. FFE-292 88 ' STORM MH 2 .1 \,\\,_ \\ST (q)� 7RIM=292.40 LIGHT POST ixt, - INV(A)=288.41, 12"HDPE ' \ 292 - <eJ QVC INV(B)=288.70, 12"HDPE ` m �� ' INV(C)=288.97, 8"PVC BUILDING LINE �// / / / / / / A _ 9 ST ,�� ST \-- / \ 292.0 �ST �q) SAN. MH 1// 4 ! I \ AHALT I - - <c2 INV(B)=288.26, 6"PVC I N:1547061.090 /II\h Lt I •�' PARKING LOT \ I'�_ �A J E:682398.419 .�]�. A ?s EL:293.48' \\\ '•. /� I',n��1. �I �9� \ •2 - _._ / ss L (C) ST---------___ I7 2g� 11. �� \ _ 92 292.5 + 293 - / LP.F. � SII ,`' - - - I MPSIER GRAVEL o ST Oi / u) \� i�it co = a CON',CURB tP, fr, (B) SS / RIM=295.20 ' IFFE=295.42 I • INKA)=290.40,INV(B)=290.70, 10"CLAY b 2' IO CONC ( IJ INV(C)=290.67,3 �l ea' 1 CURB 1 // 1 SEE EASEMENT NOTE No.1 '• ____b,.. �� "" 2-STORY \ 9 Ey 3 \ S ill I / / GRASS ` BRICK BUILDING \ 3 S ell 1 1 ,- 294.3 ��..: \ -u / / - + 296.0 c, 0 I C1 3 W/ 1 V �_ �- ttl 6 R 1 1 v /f'NO PARKING' / TRANSFORMERS _\ / 44/ I VG 3" / N I / / b I I / / 285 T �t7F,� 4 -297 - - � DEED REFERENCES: e b 3 295.3 `' g� I � / :Of 10 1. 519 BROADWAY, LLC TO 269 BROADWAY SARATOGA, LLC, DATED OCTOBER 15, r L ,� 4 / 295.9 +J 1264 02, �i 2019, AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON OCTOBER 18, ' \ �S + 295.4 / /2795 / n1auPsav �, gPC7C 3 2019 IN LIBER 2019 PAGE 29745. leg - L� GRAss / i F>E►avc �' Sr, q b !ir / / / i OLE 2. MARY J. COXE AND GEORGE F. JONES, AS TRUSTEES TO THE LAST WILL AND / / , u) TESTAMENT OF MARY J. JONES TO ST. PETER'S CHURCH, DATED MAY 11, o �° �\3c " ASPHALT 288 1907 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON MAY 29, 3 GRASS ,24 / PARKING LOT 286/ / / itsa II - # 1907 IN LIBER 261 PAGE 411. CATCH BASIN 14 \ d. O / / &l 3 3 BENCHMARK CUT2 RIM=294.10 ^ o / h �� / MAP REFERENCES: INV=289.53, 12"RCP IV HYDRANT NHOA sI .. r c� / / ELEV=300.18' V I, �Ttft ' 24" Al "ERRDS N/F / / / �� 1. MAP TITLED "BOUNDARY AND TOPOGRAPHIC SURVEY OF LANDS TO BE I ► °� I a 269 BROAY SARATOGA LLC / / CONVEYED TO 519 BROADWAY, LLC", PREPARED BY THOMPSON/FLEMING LAND 11 ,� \nlou sar _ BOOK: 9 PAGE:29745 / / // 289 3 SURVEYORS, DATED JANUARY 2017. Tib I --„,\........494. f TAX 165.75-1-7 / 3 = BENCHMARK #1 FlF►avc6 / 4� NM16 '�_ _ R 1 °� / " 2. MAP TITLED "MAP OF A PORTION OF THE PROPERTY OF ST. PETER'S CHURCH, RR SPIKE IN WEST- FACE h `r�i IID + S78. 24,.�.�� - NSB, ___ # ) 6 / / / 30 o SARATOGA SPRINGS, N.Y.', PREPARED BY S.J. MOTT CE, DATED JUNE 13, OF UTILITY POLE �, 3 '• 295 7 47 E 24' ¢7"1�/ + / / / / ' / / c> 1923 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE IN CARD NO. 1, ELEV=295.44' Ip �_ 11111r - / / _ / POCKET NO. 7, FOLDER NO. 3, MAP NO. 4, FILING DATE IS UNKNOWN. b �° 3g5i' + 295.6 CD �,_ _ / / / L� i� 300 3 3 3. MAP TITLED "PROPOSED PERMANENT EASEMENT TO BE GRANTED BY ST. �= 296.1 / // // // PETER'S CHURCH TO 269 BROADWAY SARATOGA LLC", PREPARED BY M.J. h v • f \°AP - - - 60 / ENGINEERING AND LAND SURVEYING, P.C., DATED JANUARY 15, 2020. �, b - - GRASS �_ +296.6 / /3 , • / N / / (,) �' EASEMENT NOTE: . ALK . . _. �_ /-BBVCy �-' / / �0I § 1. UTILITY EASEMENT GRANTED TO NIAGARA MOHAWK POWER GROUP DATED b _` r . . . • • • • • • • • • • • • . . . . . . . / ' ' ' ' ' �� // QLRF. _. . b NOVEMBER 13, 1979 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ` = 2g6 _8. 2¢ 47"w • • • • • • • • • • • • • • T r - - ��26Aso, ��, JJ. --\,,-7- Q 0 13 / ON MARCH 7, 1980 IN LIBER 1004 PAGE 1148. • • 263 b / • • • • • • • • . . . . . . . . . . . . . . . . . . . 298.4 y 4.5Q'T.�. .. . . .'� pct GENERAL NOTES: a /4 ! 7 / + 296.4 _. . . - . . . . . . . . . . . . . . . . . . . POSED / �► ID a ' EAS rT / BENCH• 1. NORTH IS ORIENTED TO GRID NORTH FROM GPS OBSERVATION. / ASPHALT ._-- ' �./ (M.R 3) + / / in -a 7 PARKING LOT -` � • • • ,300.,3 •/ • • • • 1• ' 2. HORIZONTAL DATUM REFERS TO THE NORTH AMERICAN DATUM OF 1983 \mil h 3 h 287 _ 297.3 + / f / / GPS (NAD83/2011), NEW YORK STATE PLANE EAST ZONE (3101). / . . N:1 897.490 3 b y. ' / / �O / O' h` E:6: 699.811 STORM MH 15ASPHALT - /• . . . . . . . . . /. . EL:,03.37' 3. VERTICAL DATUM REFERS TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 RIM=295.29 b II� 1 / / / ,,,,_ f PARKINS OT I { / M•I ;4.. .} 3 3 (NGVD 29). (UNABLE TO OPEN) / '� + 298.4 .- -'' - • • • ' • 264.71'. 4) • ;3 to h / . �O I ^� 3p3_ 4. CONTOUR INTERVAL = 1 FOOT. O �'3 r7 br tTj3`B) �l / 298 ,,/ In / . v ° 1 m c, 5. INFORMATION SHOWN HEREON IS FROM A FIELD SURVEY COMPLETED BY M.J. I ' (Iir I/4 S / r I = • • •� • `� `' ENGINEERING AND LAND SURVEYING, P.C. IN SEPTEMBER-OCTOBER 2019, • / - _ ' / r ,rte, \ /_.. 3 3 DECEMBER 2020 AND FEBRUARY-MARCH 2021. b = ~ \/ , - 299- - - - i L' .. / ' / l - - - _ - \ ' 6. UNDERGROUND UTILITIES SHOWN HERON ARE BASED ON SURFACE EVIDENCE SAN. MH 16 \ �'� // 7 / --- r y / / -303` AND INFORMATION RECORDED DURING CONVENTIONAL SURVEY METHODS. THIS 4 RIM=295.68 296 \ V ! , - ' I = \ ' ❑ MAPPING DOES NOT PURPORT TO SHOW ALL UNDERGROUND UTILITIES ON SITE INV(8)=288 ss. 10"CLAY / /' FFE_300 E2 304 // I _304 - INV(C)=288.48, 12"CLAY t2" AGP • / 298.0 + _ o3' 3 AND IS SUBJECT TO FIELD VERIFICATION. '(?5‘ -. • . 7. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS MAP IS A VIOLATION OF (REc) / / / SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS �' / / \305 II SURVEY MAP NOT BEARING THE LAND SURVEYORS SEAL AND SIGNED WITH CATCH BASIN 17 / ,/ GRASS �• INK SHALL NOT BE CONSIDERED TO BE VALID COPIES. RIM=295.64 / / r INV=291.41, 12"RCP / 8. SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE. / / I 305'3 3 SURVEY IS SUBJECT TO ANY INFORMATION THAT AN UP TO DATE TITLE / // / I REPORT MAY DISCLOSE / FFE=300.64 / 299.7I / O zo'/ _ �o' 0 zo' __ \ h / / r .._ , f / / . /,..,, 3-STORY I V ! / RRIrw RI Ill runt!_ SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT SCALE: No.:- ANY WAY, UNLESS DONE UNDER THE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE MJ PROJ. No.:987.04 1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW PROFESSIONAL, (I.E.) ARCHITECT FOR AN Engineering and DATE: JULY 2021 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER Land Surveying, P.C. EXISTING CONDITIONS DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A CHECKED BY: WLII LANDSCAPE ARCHITECT, IS A VIOLATION CI- oo OF THE NEWYORK STATE EDUCATION 1533 Crescent Road Clifton Park, NY 12065 PRIME GROUP HOLDINGS % i LAW AND/OR REGULATIONS AND IS A CLASS „A„ MISDEMEANOR. CITY OF SARATOGA NEW YORK File Name: F:\MJ987\987.04 (269 Broadway)\C-100 EXISTING CONDITIONS.dwg (Layout: C-100) Date: Thu, Oct 14, 2021 - 1:57 PM (Name: aborza) h 11\\ I1 ito I/il \ a c, 2g1• / 0. W! 16 f 291. I 2 + LANDS N/F 0 LEGEND: j THE SARATOGA HOSPITAL 0 CI b / 3 3 I / BOOK:2012 PAGE:16471 F- O / TAX ID: 165.75-1-4.21 CD 4 ASPHALT REMOVAL ] / / W O '/ /I CONCRETE REMOVAL o 1 b }v I ' I ~ b / I / / 1- Cf) a W U11UTY REMOVAL 3 I I I / _ 2° LANDS N/F I- CC W -X FEATURE UNE REMOVAL / - " I GLOVERSVILLE FEDERAL SAVINGS CC O XSAN. MH 8 IL! I AND LOAN ASSOCIATION O RIM=291.86 3 8» "HANDICAPPED I BOOK:1 165.75-1-4.1 PAGE: z Q OBJECT REMOVAL INV(A)=283.80, 12"CLAY o + W z TAX ID: � 0 IN 12"CLAY b ` 4 3 ,7e -. PARKING" TYP. I / W X0,1 \ i 291.4 + I 1Y�./TCH BASIN 6 I ;// b m 3 � 12S/b & (4)3ECTENTI BRIKBING' u I m'��i l (D) \ �� RIM STORM 92.355 I / I S 1„.-6i (� SUMP=289.18 I I I o MAINTENANCE ACCESS FOR CATCH BASIN 6 CATCH BASIN 4 �U �r /\_ - - RIM=291.41 CATCH BASIN 3 STORM MH 7 3 ii IN 12"HDPE RIM=292.27 O A INV(B)=287.97, 12"HDPE RIM=291.25 INV(A)=286.52, 16"RCP VIh cr . �'> INV(A)=288.32• 12"HDPE IN 12"HDPE b IN 12"HDPE INV(C)=286.93, 16"RCP INV(D)=288.92, 15"HDPE b � ST / / i/ FFE=292 ' REMOVE ELECTRIC TRANSFORMERS AND POWER LINES,I/11// \\\- (q ls_EMOVE LIGHT FlXTURE 8g ' TEMPORARY POWER RELOCATION MAY BE REQUIRED BY 4/N / 3 T NATIONAL GRID UNTIL TRANSFORMER/SWITCH IS of \ - 292 �(a) C.�,,,,, _ INSTALLED IN PERMANENT LOCATION. CONTRACTOR PE • �°, ` m REMOVE AND RESET PARKING SIGN(S) ' NATIONAL GRID AS REQUIRED 7' , �� SEE SHEET C-1409� REMOVE LIGHT FIXTURE - / - b 292.0 ��ST (a) �'� REMOVE TELEPHONE' sAN. MH 1 CROSSWALK TO BE RE-STRIPED, SEE SHEET C-120 \ / \ i=- BOXRIM=292.89 1 b3 / REMOVE AND RESET \ �� / INV(A)=288.11, s"Pvc REMOVE AND RESETPARKING SIGNS)'_ / . / a - PARKING SIGNS) m INv(e)=2ss.2s, s"Pvc'. v ;'�� '9 REMOVE AND REMOVE LIGHT FIXTURE I ••��.",�I.Aj.��■■j _ RESET PARKING s REMOVE LIGHT FIXTURE7 REMOVE AND RELOCATE SIGN . 2g� _-11�i �� ,,i� /� SIGNS 292- -- 292.5 + ST -"' i,.. _ / REMOVE EXISTING 6 � d llai '> ! z, j�_ MPS7ER 11 ,. 1, 1'� ,., -Wit; SIDEWALK, TYP. . .'r�1 102;414":"' 02;14 , i !T'� copy _� / SAN. MH104 `F,�1P ■. �/ B �(B� SSRIM=295.20killi`I ��' . IWACf ., /�4� .„ . l FFE=295.42 - �I� � copy ,///III ss, INV(A)-290.40, 10"CLAY ��'��'Ir,.. �� A' jitte INV 8-290.70, 10"CLAY REMOVE CURB �. .� k-■-'�-i.*-1,-,-+f-x-,� --- 111 ��... iTh - I O-b I�� • r �'®M $. „ �,� �'!I'�It• t I :1 ..l :/14, : 1 ��I/�� „" I I + C ' et'6J INV(C)=290.67, 10"CLAY MILL ASPHALT AREA � / - - - ', y - • , �� L��r. .CJL� I l N g / / --, 41i' !l Ate/ SEE EASEMENT NOTE No.1 ' �,. >. P s" --� "' BRICK BU�DING 9hah 294.3 - + 296.0 Iki � VA ' , Ste./ L4, 4 3, �, e I'REMOVE/ABANDON SEWER LATERAL PER CITY �� ► �� ,i' �� REQUIREMENTS Z //) 7*11147/ REMOVE SIGN � I' �► �. _ *�%� J n -. .,DISCONNECT WATER SERVICE LATERAL 3 �� '� �" �► A , / 0 \• �� TRANSFORMERS ��i0,,� lk v //f'NO PARKING' ,♦♦♦♦►♦♦.►♦♦♦,♦♦♦♦1,♦♦..♦♦�.I►�♦��♦�♦Nr _qv - .i- �, G TO MAIN PER CITY REQUIREMENTS. • - , REMOVE WATER LATERAL AND VALVE bcC f _or .- ♦♦' ♦.♦♦4 ♦♦♦♦11•'.♦ .♦. ♦♦4 ♦ "IV♦.V . \ g 5 'a, ,.. I' ��'-.N "�� ♦�VVVV 'V ►��' 'VV 'rV ,I�11��'VVVVV'►��.N. . / - - _ -_Ii`"� ;, 2g7 -REMOVE AND RELOCATE BUS SIGN ��N��v��'��4►��11��'��1►�v� g 295.3 Z/,,, �g /1114r le,�Ir��i�♦'��'��4►�� • 1��'��' 1 295.9 +/ 264 �/��,� * P 4 .:��7'''��'�� 4 , N + 295.4 / naAwsav / L TRAFp"CREMOVE/ABANDON GAS LINE. TYP. / b ►��` =,•4.''�I►',�IIII%: 415' % � ' 1 4GRASS / FLEMING �' Sr. AZ. -oGE .` �4� .♦♦♦♦.♦♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦,��. / / CONTRACTOR TO COORDINATE WITH . . , `- 't* -.it / r NATIONAL GRID FOR REMOVAL OF o b �3. ":' ,I ��S►��'VV'V 4G��VVVVVV��j 2g8 UNE AND VALVE 3 ,,,p Io +� GRASS Z' l' D G�� j 9 6 TREE TO BE PROTECTED BENCHMARK #2 59. ��r�� +r+ REMOVE EXISTING� 2 - h /II CATCH BASIN 14 $ e% pv,4•��,�•�� I i DURING CONSTRUCTION &l 3 311\ X-CUT IN RIM=294.10 I"1� M `'��IPARKING LOT �� HYDRANT NHOA INV=289.53• 12"RCP IV `r1r ,yw ��i ,-��II��11�� j/ I ELEV=300.18' �� » �11�� ►� 1��'�� LANDS N F / �� b W � h Cl, ♦ ►♦♦1.♦�1i.♦♦ .♦��►♦♦ ,♦♦..�♦�.�♦�♦��♦�♦�♦�♦�♦�♦�♦♦♦�`�.� 269 BROADWAY SARA TOGA LLC / / / I� �� g 9 c�> \ b.��► 4�� . ��, ♦�' , ��♦�� BOOK:2019 PAGE:29745 / / � _ 2be / II , n�ouPsoH �'V'V'V&W•'V''V ♦�♦4►.�•I♦�♦4 ' �•�♦�♦ ''V' �'V'V'• TAX ID: 165.75-1-7 / / / 3 3 BENCHMARK #1 NM16 ��I� FiE1MIG ��REMOVE TREE(S), TYP. �' `�,♦♦.♦.'♦♦4►♦♦♦♦II �'� �' \ �� / RR SPIKE IN WEST- FACE ►-:i'� S 1 + .378,-;-,-, N7 • A�'.�.��11 4►��11��'��I _ M.R. #1� �.5 / "D(C3)c/ � / I r 30» I / o OF UTILITY POLE a ,i% l'� ® 295.7 ¢ 4.7.--:••-,_ 24' 41"Nr • .��11.♦II.. .♦ 1►♦�♦4►�♦�♦1.�♦�►�♦. _ + / / / ELEV=295.44' �p 3 �'�r��/ �_ �� .♦ i�♦�♦4:�♦�.�►��.�♦�®� // / / / • o 3 �" n-•' /��® + 295.•6 - _ ��j, �� *�1 / / / �� :3 b 295 ®� �'� -�it �' / / / / / m � 30 0 3 9,°� / ��// / / r s� Q.•.•�� - - - - �� 296.1isrr / / / //tl ' �\ /.. ��/®/�///® - - / �; •�.-�- - - . . . GRASS BENCH. TYP.-�� 296.6 / / //// / foo Jo / ►� IIP b / l ®/® /® iv*� REMOVE AND RELOCATE / / I r ��//�p 4. r --- LIGHT FIXTURE 1� / // GAF -� �p/ / / i////® T . / / / 264.5 REMO / 1 Q 1 �U / 2g6 ` 8' 2¢; 4 . . . . . . . . MAa14 av 3 4:27 /// 7 // + 296.4 y - . . f . . . . . . . . ��/®/� 98. . . . PRoaoSFo /r 45� T.�.�. . . .�� 41, O. - �,� PERMANENT / / / -.J m b V o / �� f�MR1f3NT /. r ` ,'_a / PARAG LOT g _- J f _` �' •REMOVE AND RESET SIGN Z• •% SI If I. 4 /•h ;,/II L') -,' 2 297.3 + �� REMOVE AND RELOCATE aLIGHTFIXTURE . 03 MilASPHALT • • • •STORM MH 15 ;. - / M I fS./." 0RIM=295.29 b II� /='_ PARKING LOT I I Id¢ / / j r rh • 3 (UNABLE TO OPEN) O �,,/ i �I , + 298.4 �. - . . . . 264 3•�r br lR7 e) / 298 / - '� ' .l. . .'0'.':---"o• II _ 3 S / 1 O �aIEIV e� ro : / - / .4moi •• 3 3 b / / - 299- - - - - i SAN. MH 16 6 \ //� / '' ' - l /l / - -303_ _ / ;f L I Ic) RIM=295.68 29 \ 3 / - I = \ INV(8)=288 ss. 10"CLAY , '/ FFE_300 E2 / 304 // _- 304 1a INV(C)=288.48, 12"CLAY 12" ACPII4 / • • 298.0 + �o 3a. I . (REC) \ L, / / P \ / di) -'0,5. '� � ��I A �' / / _- _ - 305 yl/ / ASS 0 (�j/ /INV=291.41, 12"RCP / / / 3053 / /j / / FFE=300.64 / /i, ft / 299.7 / i 20' 10' 0 20' / _ .._ , .. ,,,,,, ,,, \ / / i,...,,4 / 3-STORY 'V ! / Kahle RI III rumn SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT SCALE: No.:- ANY WAY, UNLESS DONE UNDER THE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE MJ PRO]. No.:987.04 1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW PROFESSIONAL, (I.E.) ARCHITECT FOR AN Engineering and REMOVALS PLAN DATE: JULY 2021 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A Land Surveying, P.C. CHECKED BY: WLII LANDSCAPE ARCHITECT, IS A VIOLATION Cm110 OF THE NEWYORK STATE EDUCATION 1533 Crescent Road Clifton Park, NY 12065 PRIME GROUP HOLDINGS LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK File Name: C:\Users\aborza\AppData\Local\Temp\AcPublish_103508\C-110 REMOVALS.dwg (Layout: C-110) Date: Thu, Oct 14, 2021 - 1:57 PM (Name: aborza) 6' I W 4.1 Lu a 16" I Q LANDS N/F LEGEND: = a THE SARATOGA HOSPITAL i/r .wi umwT BOOK:2012 PAGE:16471 I— o I TAX ID: 165.75-1-4.21 ASPHALT PAVEMENT a w O m / / = w CONCRETE SIDEWALK 7/I I / ~ Q W RADIANT HEATED CONCRETE SIDEWALK /ID LANDS N/F = GLOVERSVILLE FEDERAL SAVINGS CC w0 SEAT WALL • AND LOAN ASSOCIATION O 0 / `4 BOOK:1040 PAGE:35Z Z 8" "HANDICAPPED IQ I PARKING" TYP. /I/ TAX ID: 165.75-1-4.1 LLJ Wli 5 Ii2-STORYBRICK BUILDINGm 0 1 / /// © .I STOP• / o I I Q TRANSFORMERS PAD, W TYP. SEE SEE DETAIL �a o , o co 6/C-500 I/Re , o GRANITE CURB, SEE DETAIL 8/C-505k. LOADING AREA AND DUMPSTER - V = ENCLOSURE, SEE ARCHITECTURAL 38 LF TYPE LS CROSSWALK, T ° PLANS SEE DETAIL 12/C-500 / ASPHALT `B I I 2' I GRASS PLANTING BED, TYP. PARKING LOT / I SEE SHEET C-150 IIIIIu1jIjI# : / / amor/ SIDEWALK TO BEipillii- .- nUMPSTER GRAVEL .-r... � REPLACED IN KIND, I rm WIDTH TO MATCH - coNo CU:CONC EXISTING ADA ACCESSIBLE CURB RAMP, --.7 �,_ `� SEE DETAIL 8/C-500 J _ __ f 0 I ' I� • • O JJJ CONC. 1 /1/ O CURB li 44 h _ ��3 , • Civ (V ! I J 2-STORY E}3 Du ,s,-, �3! j�► BRICK BUILDING �urnps rce ,3 �� V ASPHALT PAVEMENT, 8' i •�_�_� m T�3A��lSPoRM(A I Ir lRA�VSfp� ► SEE DETAIL 5/C-505 O / ME, $� 1 1 i 7 U '' .. 11 6—STORY BUILDING S 1ci CC -- Si;Si �CR£TE SIDE'{�AL / SAWCUT ASPHALT PAVEMENT, .o4.OL 4i , SEE DETAIL 3/C-506i 01. BETA', cc :� 00410,k1 C.LR.F i�;! �`� AFFjo--�� OMPSON `'� TR�t uFLEMINGS/ONLENTRANCE t r Q r- MRCANraEP OLEFHBASEMENT LEVEL GARAGEaRADIANT HEATED CONCRETE SIDEWALK, TYP. _I --_._ a if ` `� II11'`�1"" ,i c, I SEE DETAIL 4/C-505 ` _ ' /�f'`'i'i' � Q- ei BENCHMARK #2 f f f ro a X-CUT IN ADA ACCESSIBLE CURB RAMP, j;* h --- ► HYDRANT NHOA SEE DETAIL 8/C-500 _l_� wLow ELEV=300.18' 1.• 9LANDS N/F `gCONCRETE DRIVEWAY APRON, -�� CONCRETE SIDEWALK WITH LOBBvSEE DETAIL 6/C-505 RADIANT HEAT, TYP. q . ,AY CARAT(nA LLC , I'� SYi` _ `'► ___ SEE DETAIL 7/C-505 SEAT WALL, TYP. SEE DETAIL 5 ,20 LF TYPE LS CROSSWALK, ` 7/C-500 BEI SEE DETAIL 12/C-500 �,. _�� A ,RR SPIKE IN WEST- FACE ' illf S7 = _ BIKE RACK LOCATION, SEE ' /OF UTILITY POLE 8 24 i" DETAIL 11 C-500 , 3D ELEV=295.4^' ` 7 �` '�'I MERCANTILE Nei iii4j ADA ACCESSIBLE CURB RAMP, ,� GRANITE CURB, TYP. SEE DETAIL 8/C-500 =��+ SEE DETAIL 8 C-505 s.` i / , ' / ti CAST IN PLACE STAIRWAY WITH CONCRETE SIDEWALK, TYP. ^ 4� ► o HANDRAIL, SEE ARCHITECTURAL PLANS SEE DETAIL 7/C-505 = I \ -` ...Jr "�� 1 OPEN AIR COMMUNITY SPACE ►�� SEE ARCHITECTURAL PLANS III o 41 (1,8 WW --/--------____ _ L 1 S , „....,:_„.,_ _____:,_,„_"L: ,,;:,fJO I _ 8 I �Mq�� i /// / 3o. 264 �� ..50 . ..N... o1 = W ASPHALTc7 zt FH o = PARKING LOT _ `�/`/// `� * I 30' 1r O U I ASPHALT ��j �` c 1 PARKING LOT , C "•` I C1- 0 264 i I ` 4 IIIII �I �0 7�' 410 \,* I hp Iii. © r 1„, CRETE S/DEW ' a G • lB . . /_ 11, LIGHT FIXTURE RELOCATION LANDING AREA I a o e t) / I / ADA COMPLIANT RAMP WITH HANDRAIL, TYP. SEE DETAILScocr 9/C-500, 7/C-505 o ' g I BENCH, SEE DETAIL /1o 1 1,1 / //I / LIGHT FIXTURE RELOCATION / 20' 10' 0 20' u 3-STORY ILI / RRI/K RI Ill I11AIR SC SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:- ANY WAY, UNLESS DONE UNDER THE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE MJ APROJ.LE: No.:987.041 1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW PROFESSIONAL, (LE) ARCHITECT FOR AN Engineering a n U LAYOT PLAN DATE: JULY 202 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER DRAWN BY: AJW Ipx ® OR LANDSCAPE ARCHITECT FOR A Land Suryeying, P.C. CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS C-1 20 LAW AND/OR REGULATIONS AND IS A CLASS °A° MISDEMEANOR. CITY OF SARATOGA NEW YORK Tk File Name: C:\Users\aborza\AppData\Local\Temp\AcPublish_103508\C-120 MATERIAL & LAYOUT.dwg (Layout: C-120) Date: Thu, Oct 14, 2021 - 1:58 PM (Name: aborza) / \ 1 \ / / \ lei o \ 2g1• /16" f 291.2 + LANDS N/F II THE SARATOGA HOSPITAL Z I / BOOK:2012 PAGE:16471 4 P I I / TAX ID: 165.75-1-4.21 z 1/ /I (,) I/ / �� I GLOVERSVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION o CC Li_ / I I BOOK:1040 PAGE:35 Z Z 8 I TAX ID: 165.75-1-4.1 I win I / Y 199: \ © I 291.4 + I I 1- w / TCH BASIN 6 I 5 / ` M=291.81 I / \ V(A)=289.55, 12"RCP 2-STORY // J �f ONNECTION NOT EVIDENT I BRICK BUILDING J 11 � I I Q m4 STORM MH 5 I / (D) \ RIM=292.35 I I ST 11 � (B� \ SUMP=289.18 I O MAINTENANCE ACCESS_ -� S FOR CATCH BASIN 6 CATCH BASIN 4 STORM MH 7 T ti - - RIM=291.41 CATCH BASIN 3 RIM=292.27 \ NV(A)=287.84, 12"HDPE RIM=291.25 INV(A)=286.52, 16"RCP h NV(B)=287.97, 12"HDPE INV(A)=288.32, 12"HDPE INV(8)=286.67, 12"HDPE INV(B)=288.35, 12"HDPE INV(C)=286.93, 16"RCP INV(D)=288.92, 15"HDPE I \\�\T\ FFE=292 88 I STORM MH 2 I --N \ S7-(q� I RIM=292.40 ki ; INV(A)=288.41, 12"HDPE I � - :92 ) - - (B) , INV(B)=288.70, 12"HDPE ~ ST , NV(C)=288.97, 8"PVC � ST--------\---s7- \ � o 292.0 _�sr �q) (e)� / m TC: 92.96 \ - - _ � � \ s� / m / II 292.61 I BC:,292.58 \ ),�sr (q) IIIiI C/BC:292.65 293.10 �29� - / / �. . 293.10 .292 292.5 + sT 293 - • TC/BC:292.701�:. 2 TC� 29'.18 sr � BC:292.70' 293.35 , TC:293.4, - © i -- TC: ' BC:292.85 1 BC:292.• • /9 �� 171r' - I FFE=295.42I® I eon © ° I., ;� Bo]) Ih , / - _ .„,, 9 - _ I O l N Cw 1 Oast 1 - BOLI 2 STORY E}3 1 tu TC:293. 0 uuhas, �3 gra► _ ` ° / BRICK BUILDING \ - - + 296.0 /I BC:293. 0 / •.• _ / 7 / 6 - co .`.'' TC: 93.95 it �a,�s.�� Ps�E� L i`�' �° BC:293.45 , ''' -H _� �9� 41/ 2 �- O l lRA�VSfONME \- - V l I CC h DC61 29 ►, ° REry / I 1' Nc u -.-... _ I ,297 Z TF:293.90 �-' ► ►1� co1,DL wgLK TC:/94.30 INV OUT:290.90 I 20 LF OF 12" HDPE BC:293.80 0 SEE DETAIL 6/C-502 295.9 +J ' ry0 .•4 298.30 1 CSD 2.70% TC:294.30 �' • Illt • f O� r BC:293.80 a ,c i•_--- / .� 2•8.24 r qg DCB2 TC:294.40 • a 7� --r f 29=.21 f FFic A, ITC C2 I f RqAL TF 293.92 BC:293.\ /B 93.90 < r - �� Me,4cann e / POLE -fit 0 I s ��;1 - src FH INV IN:290.92 �_ . a �' =c ��d�\y� ►, p' / f INV IN:290.38 / 294.00 a `' \_i.� ""�►1"" �j / / 2sg 2g 9 BENCHMARK 2 INV OUT:290.28 i --- ` \ XCUT IN # CATCH BASIN 14-, SEE DETAIL 6/C-502 TC: •4.42 RIM=294.10 / __I / / HYDRANT NHOA 0-, • , BC:293.92 297.25 NV=289.53, 12"RCP �'a u+ ir TC:X93.92 J `\/ / ELEV=300.18' sr Si �1- � -C•-293.92 / � � f f 297.25��1: /Jj /_ �,-I � \ I • 9.: 269 ,ANDS N/F / 297.25 I 6 ITC::229944172d0 Y SARATOGA LLC ' )1-- BC:294.20 - ,_ ► �sAB- -. • f 297.252g9. g1►,' _ zs4 s= FFE:297.25 BOOK:2019 45 f , .� 300.44 TC:294.00�- _ ____ J TAX ID: 165.75-1 7 BENCHMARK #1 - Jj 29437 I BC:294.00 _ � / (M.R. #1) / •c� • 297.25 0 ! ; 00.60 » RR SPIKE IN WEST FACE s78.---,-------_-__-:-..........4_____: 30 TC:294.83 294.83 S . _ _ ' __ . .,._/�.6 , B 9 ►.' OF UTILITY POLE '/ �' 4 ' + / / ELEV=295.44' BC:29413 94.83 47 =`�"� 297.25 e. TC:295.19 / / �'�� 300.86 BC:294.69 294.86 29 0 297.25 4 ,r____,.. ,,,TLE / �� 297.051/1/ ,294.72 _ ►�.: _ ' 97.25 i // / 3DMH4 I ,`Zg5 295.10 N f 29 21 of 300 /TF: 294.10 �g ' 2' 297.15 297.17 / /INV IN:289.74 / / C 29 38 a^, 297�0 297.20 TC:299.70 / / INV IN: 289.84 \ / // / 296.07. `� __ST :C:299.20 / j INV OUT: 289.74 295.74 ST TC:297.85 _ ' � 29 .15 297. �� TC 300 60 B:229977.3.655 ` �- C:300.10 -" I (CONTRACTOR TO VERIFY ) \ /45 LF OF 12" HDPE _ 296.07 •7.35 ® 2.50% ST TW:299.46 T 300.12 ` TC:301.55 297 0 / SEE DETAIL 1, ' 2'6.85 :w:297.46 '_ 297.25 411/ j, b GREEN ROOF AREA:6250SF 4/C-504 �►'� l �� 1 _ 2:26.:36.43--__ B � =C:301.05 a� 8° �`' _'1 297.15 / l� 20 LF OF 12" HDPE \ DMH3: - 24 47"w 296.85 29 .31 �• �� _.;43297.OQ'r `��2 1.... h SEE DETAIL 1/C-503 ® 2.20% u) / TF:295.62 _ 297.3►' ,, �TC:298.6` �_�! 1i / O • INV IN:292.14 '� 297.46 ��; 298.12 `, '20 •� ©'` 02.49 Q 3 INV OUT:292.04 + 296.4 - -1/ TW:299.46 �`��' nI TC:302.50 �. O W SEE DETAIL 6/C-503 BW:297.46 TW:300.12 ,� U `,'_ BC:302.00 vj TC:29'.96 ��"� �- 302.28 41 J"�. _ 134 LF TRENCH DRAIN v „ BW:298.12 - ••.30 wll �/ ►� -- g , - / 146.5 LF OF 12 HPDE _J _ I BC:298.46 /: ._ � _ � �.�� X61 � 11111 STORM MH 15 ��- DMH 2: - 01.55_ l*-7/ �\ �' RIM=295.29 9 / I N:292.98 I :' �j/ I (UNABLE TO OPEN) INV IN:292.98 _ �� /' "'j� 03.82 STORMWATER PLANTERS, TYP. c / _ INV OUT:292.88 '�J Lt / g8 - - SEE DETAIL 6/C-503 o o ` �. p •�6 �� 92 3� SEE DETAIL 2/C-503 �s © / / - 2 STORM DETENTION SYSTEM "� COj c .rE 303.9 �� / \ DMH1 / _ - - SEE DETAILS 3, 4 & 5/C-503 / S/D6ALK / _ - 04.28 • TF:300.98 _ / - 29y - - --_ INV IN:298.97 \ #, I / / ers" / / / - - / / \ In OUT: 292.97 2g° \ / I / / ' v / - -_ _303- i \ - SEE DETAIL 6/C-503 FFE_ � � , / _ _ \ l / 298.D / / 3p0•62 304 _ / \ 12" ACP \ l / r / / / �S II / / \305 CATCH BASIN 17 / / • (REC) / / RIM=295.64 �v I / / INV=291.41, 12"RCP / / EB __ // i/ / / / / / / 305/ / // / 299.7 ri FFE=300.64 / zo' 10' o zo' Air / / it \ I / en I I / 3-STORY / / RRI/`I! RI Ill 111AI/_ SC SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:- ANY WAY, UNLESS DONE UNDER THE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE MJ APROJLE: . No.:987.04 1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW PROFESSIONAL, (I.E.) ARCHITECT FOR AN E I'1 g I n e e C I I'1 g and GRADING & DRAINAGE DATE: JULY 2021 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER -I4 DRAWN BY: AJW1)\ ® OR LANDSCAPE ARCHITECT FOR A Land Surveying, PLAN CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS C-1 30 LAW AND/OR REGULATIONS AND IS A CLASS 'A' MISDEMEANOR. CITY OF SARATOGA NEW YORK File Name: C:\Users\aborza\AppData\Local\Temp\AcPublish_103508\C-130 GRADING & DRAINAGE.dwg (Layout: C-130) Date: Thu, Oct 14, 2021 - 1:58 PM (Name: aborza) L; 3 I / / / / I 0 o1,11 fig" I LANDS N/F THE SARATOGA HOSPITAL O BOOK:2012 PAGE:16471 3 TAX ID: 165.75-1-4.21 I I z � � ii I I = o /11 v j Q 3 w LANDS N/F W GLOVERSVILLE FEDERAL SAVINGS CC AND LOAN ASSOCIATION 0 SAN. MH 8 W / I BOOK:1040 PAGE:35 z Z RIM=291.86 3� 8„ TAX ID: 165.75-1-4.1 Q INV(A)=283.80, 12"CLAY O� I I II n INV(B)=284.72, 12"CLAY ' 3 Q � W L m Ii 3 / 2-STORY 3 rqJ BRICK BUILDING ln-- SEWER MANHOLE #2 Vitt 0RIM: 293.90 I 63 ‘1.7 `� INV IN: 287.50 (4") / I I (D) (a INV IN: 287.30 (6") S/ �/ �) f o INV OUT: 287.20 (6") ,Sj SEE DETAIL 1/C-504 6" WATER SHUT-OFF 3 � � 45' BEND �,�/ VALVE AT PROPERTY �° co 6" SDR35 SEWER LATERAL LINE, SEE DETAIL t. / / GREASE INTERCEPTOR, 3 C-502 ~ T SEE DETAIL 7/C-502 4ity CONTRACTOR TO PERFORM TEST PIT TO VERIFY 3 //// I I SIZE, LOCATION AND DEPTH OF EXISTING UNDERGROUND ELECTRICAL WATER MAIN. CONTRACTOR SHALL PERFORM I 3 3 RELOCATION SHOWN FOR SCHEMATIC WET-TAP FOR CONNECTION o o PURPOSES, CONTRACTOR SHALL , / / : ... COORDINATE WITH NATIONAL GRID ON , SIZE, MATERIAL, AND LOCATION -ST WATER MAIN CONNECTION, GAS LINE RELOCATION SHOWN FOR (A) SAN. MH 1 SEE DETAIL 9/C-504 3 o ST 3 / v I SCHEMATIC PURPOSES ONLY, CONTRACTOR (a) - RIM=292.89 iLl I ( SHALL COORDINATE WITH NATIONAL GRID I INV(A)=288.11, 6"PVC I ON SIZE, LATERAL, AND LOCATION Sr_ (a 1;: '(e:/: INV(B)=288.26, 6"PVCISEWER MANHOLE #1 J ' 06i DIP WATER LATERAL I )RIM: 293.23 L' ssINV IN: 286.50 (6") �2/118 '4" SDR35ST_/ 7 INV IN: 286.05 (12") ' .` —�H ,- ISTINV OUT: 286.05 (12") '' W_S-�SEE DETAILS 1 C-504 � '� ft*E1- -�� SAN. MH 104 / . _ 147 O (B) SS RIM=295.20 O W "IP ;. O O —SS INV(A)=290.40, 10"CLAY :9 • O I lJ INV(B)=290.70, 10"CLAY t._,1%, ✓ 1------------- rill -.4 G!M1 _ • • OL s (eJ INV(C)=290.67, 10"CLAY NOTE: VENTING FOR GREASE TRAPS i i�� BOL SHALL BE EXTENDED TO ROOF OF h ■ c;` �_ -r •_ BUILDING. W ' G ��-_ -i. rig'►■3 1 '� g s BOL 2-STORY ,(:),L s BRICK BUILDING 3 s OURPSTf; ►�► / h 0% Maw z LO 0 CO ' T�3A AM i � ----,-"--.., I�� CAlieWiliii ISfONME, ` �. �_ -_ . Q10 3 W ' �'I"` COORDINATE WITH MEP PLANS FOR I �� 1/111/1//1/* o 0 `III ' UTILITY CONNECTION TO BUILDING, TYP. ►�,. 3 31,-,) n 6—STORY BUILDING I 6" SDR35 SEWER LATERALoGAS LINE TO BUILDING SHOWN FOR ►�� SJDEwgLiImo SCHEMATIC PURPOSES ONLY CONTRACTOR 1/77 -SHALL COORDINATE WITH NATIONAL GRID �'�� SEWER CLEAN OUT, ' ON SIZE, LATERAL, AND LOCATION •4'O� �� ' SEE DETAIL 5/C-502 R .� ' TRAF 4F/C L BETA', rte'. Q `�� •�•=•.�. SME4— UNDERGROUND ELECTRICAL TO BUILDINHOWN klipPPP-4, ' Se, a 'OLEf rc . FH FOR SCHEMATIC PURPOSES, CONTRACTOR coSHALL COORDINATE WITH NATIONAL GRID ON 4�4r= c r�` 1� �_ SIZE, MATERIAL, AND LOCATION ; OW '� o 3 __ tI// ' �. 3 BE CUT N K #2 5 ' 8" I I SUGGESTED TRANSFORMER LOCATION. _ ' ■rfl'�'�' y 3 CONTRACTOR SHALL COORDINATE WITH HYDRANT NHOA ta 'l O ' NATIONAL GRID ON LOCATION OF ELEV=300.18' T PRIMARY SERVICE LINE TO BUILDING LOBBY '�1' '�:� r LANDS N/F ilir /I � -' 269 4YSARATOGALLC iiiI SABL1 '' =_ �� AREA 3 ' _��4 N.R.Lir #1) lir RR SPIKE IN WEST- F' S7g= 30" 1 OF UTILITY POLE h Si. 24' '''' ELEV=295.44' `> 1 47'F ►-�.�•'> n.,offf - MERCANTILE FMI I • 3 3 /7 / coi (.) / 11---..".-- _..._ 1——__ / / i ZO / / _� � ti/ / /4 ST h 3o V ST I //7 I,' ST N � STih-11 7 --'--_ - I / / I,` ----- -------______ 8* 24, i --------------IIII 111111iiiit....LIIIIIvTaftft,WWII rtt, -,---- _ J mg se /111""°744qtaiiiii- -L---. It 0 0 : / 7 [t• 0 / QI / I Ag // / 7--------______ _ ..... I ci) " `Q‘ / 3 s. ° Z...,,.‹ i7 � >. / 0, via' -------- / , , ______________ i ";,,, / ., ,..., ,.., *f__ilp#4" /.,,i,/ irci?' w <(;)) c_, , -..,..,, ,,,,.,,,., -/ i (.4,4.. le # * E:::, #stri '- / ,a3/ .� • 3 i SAN. MH 16 0 , : r ° _, t 3 I_ Icr INV(A)=288.28, 12"CLAY Q INV(B)=288.93, 10"CLAY I INV(C)=288.48, 12"CLAY 3 _ I O / 1 4' W , _. / g , / .;.,,? I I 3 3 / 20' 10' 0 20' Ire APP Il - 3-STORY V RRIrIA' RI Ill!HAIR / SC SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:- ANY WAY, UNLESS DONE UNDER THE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OFA COMPARABLE MJ APROJ.LE: No.:987.04 1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW PROFESSIONAL, (I.E.) ARCHITECT FOR AN Engineering a n UTILITY PLAN DATE: JULY 2021 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER DRAWN BY: AJW ® OR LANDSCAPE ARCHITECT FOR A Land Suryeying, P.C. CHECKED BY: WL 1)\"' LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEWYORK STATE EDUCATION 1533 Crescent Road Clifton Park, NY 12065 PRIME GROUP HOLDINGS C-I 40 LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK Tk File Name: C:\Users\aborza\AppData\Local\Temp\AcPublish_103508\C-140 UTILITY PLAN.dwg (Layout: C-140) Date: Thu, Oct 14, 2021 - 1:58 PM (Name: aborza) \\ // PLANTING SCHEDULE \I:_.. 1111-1 o i 2g. / ABRV BOTANICAL NAME COMMON NAME QTY SIZE SPACING REMARKS / 16" I \ f / LANDS N/F TREES 7-(-)C) THE SARATOGA HOSPITAL LEGEND: ill / BOOK:2012 PAGE:16471 AR ACER RUBRUM OCTOBER GLORY 1 3" CAL. AS SHOWN 1— / TAX ID: 165.75-1-4.21CB CARPINUS BETULUS "FASTIGIATA" UPRIGHT EUROPEAN HORNBEAN 4 3" CAL. AS SHOWN OT SIGN RELOCATION/RESET 1 I / I z I 1 1N / SHRUBS = O I INLET FILTER (IN PAVEMENT) / PH PENNISETUM "HAMELN" DWARF FOUNTAIN GRASS 48 1 GAL. AS SHOWN W■�■ // I / / PERENNIALS & GRASSES INLET FILTER (OUT OF PAVEMENT) I■ LS LIRIOPE SPICATA LILYTURF 70 1 GAL. 12" O.C. 1-u I GLOVERSA,— , CC O SF SILT FENCEIAND LOAN ASSOCIATION ' O / BOOK:1040 PAGE:35z z I ITAX ID: 165.75-1-4.1 I wI / inNOTE: �c'' \ © jI 1- 1. STAGING AREA AND CONCRETE WASHOUT AREA TO BE / I t' I ~ 5/ LOCATED AT FIELD ACROSS THE STREET. FIELD TO BEREHABILITATED AFTER CONSTRUCTION. / 1 / 2—STORY / \ 1 BRICK BUILDING / 1 /\\ Im / 44 1 \ \ I INLET FILTER (IN PAVEMENT), I SUGGESTED SIGN RELOCATION, TYP. SEE DETAIL 5/C-5011 SEE DETAIL 9/C-505 J III tz' / \ 4 MULCHED PLANTING / / � — - - _ BED, TYP. SEE / / \ /DETAs39/c5o1 / / \\ I / / AiR II PH IIIIIIIIIR \ UM '© TO EXISTING RESIFT(S) / 293 _ / 'EXISTING SIGN(S) TO BE RESET /� SEE DETAIL SEE DETAIL 10/C-500 x allimear /Ea: / CONSTRUCTION ENTRANCE, I '1 � �.t 10/C-500 © / SEE DETAIL 6/C-501 1 '�"`'►�► ' ` ' �/ • f / t=/ , iii• I LO SILT FENCE, TYP. S(5'J - — — _ • I o„ I SEE DETAIL 1/C-501 �I l I44444444. O wan I ._.— BOLI L J I V:S I W LVI uuMas,t anti, _ �`�:4 _ 0 44P/ BRI BUILDING \ 1 711 CO roaol ► m _I Ott �� 1 a �EA n oAMCA \ it fe--..."1111 ...AP*1111Pr ,___ I -- I 1 eft Ji I `` . I1111E► 6—STORY BUILDING 2�5 c / / ti \ ' ' .--"' \ �� a41 / / �% rrRgFfIC GNA l �. 7111 * a oli .c��----� -- MER � / / �F PACE 0000 i 1� -moo see,- '' H SUGGESTED BUS SIGN RELOCATION, a `' 1 4 '111`111111 6 / / / 9g 2g c SEE DETAIL 9/C-505 l _ =' (11'1'1' ►• Zg / , cry \ \_BENCHMARKCUT N #2 Id 11 — e ro -'-'' 11 ► � / � \ HYDRANT NHOA ,I 9" =� / J v / f' ELEV=300.18' ► +:I ��/ I • -Y LANDS N/F / // / � a e1/c s• _ 1, �sae�E 269 , 4 SARATOGA LLC / ar PH ill ` I 1 ii, _2gg_ — 7 / {l ! \ zs4 s_ nRen BOOK:2019 --; • 45 / r, © f. a1► =s\--=„„ BENCHMARK #1 ;r y �s �� J TAX ID: 165.75-1-7 / ' -:, RR SPIKE IN WEST— FACE ' ; S7sdS "` >R. (M.R. #1) ,°� / ; OF UTILITY POLE -' ` _ / / /30- ELEV=295.44' _ - / / ,, MER— / J ill� / t2g5 -• ►�� ' / / / / // /�� © � r 307 300 5 , ,-- / � Mr. � PH �' L9 \ _// • 8 / / / Vr� \ L � ; _ Vita / O Ain" _ PH ,_.: r! `-�`I►r f °-►moi:-. ,�' 1k... LJ I / 2 _ 47" CB I�-dir iiiiiiiiiiiiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ;��S1 i�_ '' --_- ,ll 3a2 j 1 / I— . , ® '��i .........„,„?. ./ ?. ./mss, O 'Lc =7.= ---- ----t::: AR41116"44 . _ �- . a O AM IP" ------------7g-WY / �ibLAWN z FH // _297 ' jc'►►` II c_, / / -* �� / 1--c: INLET FILTER (OUT OF PAVEMENT), -- - �V� TYP. SEE DETAIL 10/C-501 / i // I / rh < o / / / / , � ��_ ��..... /,��' � 1 . N �I / / -�� / SUGGESTED SIGN RELOCATION, / / / O `� o - • ///� �� SEE DETAIL 10/C-500 © // // 2g8 /ice ^r , ,� // / •�� I/ :... / / , / , / 29 / �� / , _ _ _ _„,,_ ..,.. , , / -304 � — .- , _,-)04 / �v / / / — _ / / 3p5, , 1 S • I ,,,,,, __,/ , 7 , ______ // �/ // / // 305/ / / / // / , 20' 10' 0 20' _......_ ., ,'Ir.J i �o / ___ \ , I I / 3—STORY RRI/`{! RIM 111 A1/_ IP SC SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:- ANY WAY, UNLESS DONE UNDER THE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OFA COMPARABLE EROSION I O N CONTROL & MJ APROJ.LE: No.:987.04 1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW PROFESSIONAL, (I.E.) ARCHITECT FOR AN Engineering and DATE: JULY 2021 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER Land Surveying, P.C. LANDSCAPING PLAN DRAWN BY: AJW ® OR LANDSCAPE ARCHITECT FOR A CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C-150 OF THE NEW YORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS LAW AND/OR REGULATIONS AND IS A /4 CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK File Name: C:\Users\aborza\AppData\Local\Temp\AcPublish_103508\C-150 EROSION & SEDIMENT CONTROL.dwg (Layout: C-150) Date: Thu, Oct 14, 2021 - 1:58 PM (Name: aborza) ASPHALT .. . .. ................... . .. / -----:) / GRASS PARKING LOT I I I UMPSTER GRAVEL CO/yC CU ° o / Re • • El Q L CONC. I h I 1 /III/I :..:.. .,:.. ._ • [E] BOL CURB �v (lf • B°OL J 2-STORY Eta SLI I 1 a ,,�1` ° U BRICK BUILDING Cy l��•f�.��V ;►L EH cr I I z:gelt.,:z171, i 4,- ..44'.-:-: ,/ ,r••/-4.4.„.„.„,,,.......„„ ------------ --------- __, 0 ! -.4/-7 rel �__-:-.- 11111! ---- ez, I UI I %iiiiii /l �� st�� 'Z. ETE S/DEWgLK ,' % .wT.,,,,A,,,,,,::111—r'Yllii:6:' /// 1/04,:;.: :::::. 1/ NAL POLE R-•�,. \II'/�'�1 ` ` �� ' �Illik ' �� iiidi7 ' r 1 II ,1 ` ;4‘hl ' PH BENCHMARK #2 am �„ �\1• �``\ i �� +I/ iG �� \�� • _ G ��IC 'i !III X-CUT IN \ a �i�� 1 ' • • a ` =_ __ �f1�il 41 • HYDRANT NHOA �►�,. 1 \ lalli \ i\ l! 11 • I ® ELEV=300.18' -9 iii •_'' as l ‘11;111!" f ll I ii • • �� # r :�'- ,' ;11 ei/ 4 THGMPSON �l . -FLEMING digitI BENCHMARK #1 NM? � ® � G� � -__-_ ��y,-��'RR SPIKE IN WEST- FACE ' S78° 24�- ��1 � e! ,� �� '�/ \ , 3� o OF UTILITY POLE v: �� '� -*I li ELEV=295.44' Ait ��--.11117 1l :744 \\\ � ' mI ii ii ' Oo :( ):/el = // � �_ 11.111°11*- _i I W - - 8° 24 /I / / / - _ _ � 11/ QrWW k. I 4 O arill 1 64.�.�, p � � a - - /�,, �,. ��r v; PARKING LEVEL 1 TURNING MOVEMENT SCALE: 1" = 20' �a ;Thmilftrift164. 41" III ASPHALT I H7' Il I GRASS PARKING LOT I I © I ►UMPSTER GRAVEL rL...,... t� © h CURS if v' ° . ° ° ONC • BOL CONC. il I • o BOLCURB m (V 1 IT 0 2-STORY Ey I BRICK BUILDING y °►L o GENS v U 1 I ft '°' 1 Iff r'''''''''' '.--..-......„.„ 814.- , 010 j ailiala .ti., I t T I l oii.r�,---. 1111l�► • �► ir i, Co�CRE U / � l ,l_� Ll•��) TE S/DEWgLK SLAB ABOVE % • 6S • .. B/�/i . . I . ID I 41 ► / - �%// AL POLE it; 11111111.111111 0341 viii -!� 11111111 %Dolim / �1401001111111111 1 .a �� I/11 XE CUTM ARK #2 1ttt1►1�,1 , \_ ' 3 � � HYDRANT NHOA AVE`° ELEV=300.18' f� PARKING _- •.4 • r� ��=1� RAMP TO GRADE " /� l I , • II ll ( / -i---- 421: :1,,1� Pr - - LLC ��®!d ; j 4 itirlimium...... Bar .I PA _- � ,�� -- ri 16 WBENCHMARK 1 � � III '9 /11jRR SPIKE IN WEST- FACE � S78° 24, --411" . _ i� • l all 30" oOF UTILITY POLE 47'� - � /�//////// ;� • a3 ELEV=295.44' % All , •1 % / .i i1 / c) // �� / •7z--_-_---T-f--z:---- ;;,17.ilii Ii 0 /. 44 „ i -------____A u) ll.. Imo. 24 47 w % hti hI I �z• Q 0 01�� pO/ j41 11111 - _ �� itN PARKING LEVEL 2 TURNING MOVEMENT SCALE: 1" = 20' 20' 10' 0 20' SCALE: SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:- ANY WAY, UNLESS DONE UNDER THE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROD. MANAGER: WL DIRECTION OFA COMPARABLE PARKING LAYOUT MJ PROJ. No.:987.04 1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: A J W PROFESSIONAL, (I.E.) ARCHITECT FOR AN Engineering and DATE: JULY 2021 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER Land Surveying, P.C. TURNING MOVEMENT PLAN DRAWN BY: A J W OR LANDSCAPE ARCHITECT FOR A CHECKED BY: WLII LANDSCAPE ARCHITECT, IS A VIOLATION C-1 60 OF THE NEWYORK STATE EDUCATION 1533 Crescent Road Clifton Park, NY 12065 PRIME GROUP HOLDINGS LAW AND/OR REGULATIONS AND IS A 1 CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK Tk File Name: C:\Users\aborza\AppData\Local\Temp\AcPublish_103508\C-160 TURNING MOVEMENT.dwg (Layout: C-160) Date: Thu, Oct 14, 2021 - 1:58 PM (Name: aborza) CU EXISTING PAVEMENT NEW PAVEMENT • 1.5" TO 2.5" 410 Q MATERIALSRB, PLANS FOR FOR GRADE SEE PLAN FOR GRADE SEE PLAN ° a ° ° ° N 11AIN i Zititikok/ SCARIFY AND REMOVE 12" °° °RAMP o 0000000000000 I� 4' 20 TACTILE WARNING EXISTING PAVEMENT EQUIVALENT TO SAWCUT EXISTING PAVEMENT a® �A�0 W �a 0000000000000 PROPOSED TOP COURSE THICKNESS & TACK COAT ALL EXISTING ? n ' lq a a a a a a a a a a a a a " 0 MIN 3 SIDEWALK, SEE PLANS FOR SURFACES ° ° ° 0 ° ° aaaaaaaaaaaaa 24 OIC / ,�4, Nitre/. 6. SAWCUT EXISTING PAVEMENT ° ° ° ° ° ° ° ° J ° °°°°°°°°°°°°° + p M MATERIALS e 0000000 0000000000000VI% �! 0-0-0-0-0-0-0 ° ~I I�5" MIN DOME Eo�ylfJ ' PLAki0" � Illlly 7 9 ® BO OMSLOFINISH PERPENDICULAR 4 pi`s 4,41":7447) : e,. le,,_ / Z FULL RAMP WIDTH DOME SPACING PLAN '�`' �*./... 6' "MP v LA v v 11t1� v 4''^U146 v v v • ///////� / w w o or/ �" M�( v v v v © IIIII v�6' i_xwN v Q DROP CURB, r MAX VERTICAL �' PLAN RI v I III v ELEVATION CHANGE SUBBASEilic_IN 0.2" 50X TO 60X OF © %Co- :00/111:;;;1"; 4111,/// V v /� II__, L..._ BASE DIAMETERo o • / III0NOTES: v .o o°O o°: O ,` \��. 0 0 0 0 0.00000.:00 �"0°' v ��/v .0000. 000co11. TACTILE WARNING STRIP SHALL BE ADA COMPLJANTv / � 000000000000rte•INCLUDING THAT IT SHALL CONTRAST VISUALLY WITH 1" v v .000°0°0°• �' ' •0000. . - 0MATCH EXISTING 20'f 1 10 ADJOINING SURFACES MIN v °oo°-°' ��o SUBBASE, IF GREATER I LAWN v / © .. DOME SECTION v /�� THAN PROPOSED SECTION SECTION TACTILE WARNING v IIU��/ SO' ° 6' a ,CONTRACTOR TO VIF 4 II 4'x4' CLEAR4. CURB NOTES: SCALE DRILL & EPDXY IIIIIo c` �`' LANDING AREA 1. APPLY TACK COAT BETWEEN ALL HMA PAVEMENT LJFTS PRIOR TO PLACING HMA MIXTURE GROUT 1.4 BARS REGARDLESS OF TIME PERIOD BETWEEN LIFTS PER NYS DOT 402-3. 1/2" EXPANSION JOINT 16" LONG AT 24" CONTROL JOINT AT MATERIAL & SEALANT O.C. (MAX.) MIN PAVEMENT TRANSITION TRANSITION OF NICKENEDSLAB/HAUNCH 30" 1/2" OF 6" moM CURB RAMP - DROP CURB OUTER EDGE OF 8 SCALE: O SCALE: N.T.S. SIDEWALK ° a ,Jr' N . : in ° 1X�" 12.5 MM F3 TOP COURSE HMA, ° ° SS PEG WELDED TO 80 SERIES COMPAC110N (TYP.) z l l bi a ° o • 6" 4 " -1 " SCH40 (1.66" OD) 12" :�ATZ.Z.'i a r / r POST AND HANDRAIL, TYP. 12• (MIN.) 1 _ STAINLESS STEEL TUBE _�� 11, 1 I -`f 4.4"i, : . j ij 4j 4j 41J- EXISTING / RAILING ��441,��Ird PROPOSED MIN. r I APPLY TACK COAT TO EXISTING -. it:=iF. .i (MIN.) PAVEMENT SURFACE PROOF ROLLED 1E111 11 11 E1��_��_��I I FOUNDATION yyALL 1 " SCH40 (1.66" OI)) SUBGRADE, 12" 18" j STAINLESS STEEL TUBE ax EXISTING ASPHALT OR SELECT GRANULAR RAIIJNG NOTES: PAVEMENT ALL / M o 1. MATERIALS PREPARE EXISTING ASPHALT PAVEMENT IN ACCORDANCE WITH N.Y.S D.O.T. SECTION 633 NOTE: _ "CONDITIONING EXISTING PAVEMENT" 1. THICKENED (HAUNCH) & ADDITIONALLY REINFORCED CONCRETE SIDEWALK ENDS ARE 2. MILL EXISTING ASPHALT CONCRETE TO DESIRED DEPTH, CLEAN SURFACE TO BE REPAVED. APPLY TACK COAT AND TOP COURSE REQUIRED AT ALL EXISTING/PROPOSED BUILDING ENTRANCES. 7.5%MAX. SLOPE 2. SEE CONCRETE SIDEWALK DETAIL FOR ADDITIONAL DETAILS & NOTES. i MUMS SINFACE CORE DRILLED HOLE, It ASPHALT PAVEMENT 3. REFER TO ARCHITECTURAL DRAWINGS FOR SIDEWALK AT BUILDING ENTRANCE DETAIL = 1 i FILL GAP W/ CONCRETE SIDEWALK °O I I' NON-SHRINK GROUT BOTTOM RAIL FOR'CURB OR SEE DETAIL ON THIS 0 MILLING AND RESURFACING .j BARRIER PROTECTION PER SHEET CONCRETE SIDEWALK AT BUILDING ADA 4059.2 2" O.D. SLEEVE FILLED WITH SCALE: N.T.S. © SCALE: N.T.S. NOTES NON-SHRINK GROUT AND SEALANT, ACCESSIBLE SIDEWALKS AND CURB RAMP NOTES: 1. HANDRAIL SHALL CONSIST OF 1 " SCH40 (1.66" OD) TYP. TO BE EMBEDDED IN 10" X 14" STAINLESS STEEL TUBE RAILJNG DEEP TURNDOWN. 1. DIMENSIONS SHOWN IN THE DETAILS AS MINIMUMS AND MAXIMUMS ARE THE LIMITS FOR DESIGN AND FIELD 4,000 PSI CONCRETE PAD LAYOUT. FACILITIES SHALL NOT BE CONSTRUCTED WITH VALUES OUTSIDE THE LIMITS FOR WORK ACCEPTANCE. 6x6-W2.9xW2.9 W.W.F. 2. MAXIMUM POST SPACING SHALL NOT EXCEED 6'-0". SEE TABLE "DESIGN ELEMENT TOLERANCES". SEE PLAN FOR DIMS. TOPSOIL SEED AND 3" 3" MULCH ACCESSIBLE RAMP WITH TUBE HANDRAIL 2. TO CHECK HELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL SLOPES AND GRADES WILL BE MEASURED N WITH A 4 FOOT LONG DIGITAL LEVEL USING AT LEAST TWO READINGS. WHERE THE READINGS VARY, THE A :' A SCALE: N.T.S. MEASUREMENTS WILL BE AVERAGED. GRADE (RUNNING SLOPE) WILL BE MEASURED ALONG THE CENTERLINE -\\ \/\6",/ / �\/\\N t0 q x '. X--...q. / / AND OFFSET 12" TO 18" FIROM THE CENTERUNE. CROSS SLOPES WILL BE MEASURES PERPENDICULAR TO /\/ / d q 4 \\�\�\/ - CENTERLINE AT 5' TO 10' INTERVALS. I 1-1 �'_' 1 11 SIGN VARIES) �- �• ee I I- ( 3. GRADES (RUNNING SLOPES ARE MEASURED IN THE DIRECTION OF PEDESTRIAN TRAVEL CROSS SLOPES ARE °O -I I 11...-•-•-•-•-•-•-•-•-•-•-•-•-•-•�'� H SEE SIGN SCHEDULE MEASURED PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL. __1-:•-'s-'s-'s-'s-'s-'s-'s-1.1_1-1.1_1-1.12.-1.1_1-1.1_1-1.1_1-1.1_1-1.1_ 1 I-1 I I-1 III-III-I"-7-111=111=111=111411111=- I I I-111-111= SUBBASE COURSE B12 FASTEN SIGN WITH -� 4. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, TURNING SPACES AND ROADWAYS SHALL BE FLUSH AND FREE CRUSHED STONEMIN OF " • FROM ABRUPT VERTICAL CHANGES GREATER THAN J". VER11CAL SURFACE DISCONTINUITIES BETWEEN " TO rCOMPACTED SUBGRADE OR COMPACTED SELECT (2) 1/4* DIA. LOCK DIM A SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. THE BEVEL SHALL BE APPLJED ACROSS THE GRANULAR FILL TO BRING SUBGRADE TO CORRECT BOLTS 6�,Iq! ENTIRE JOINT. x GALV. STEEL R 1" 5. THE CROSS SLOPE OF PEDESTRIAN ACCESS ROUTES SHALL BE 1.5% MAXIMUM FOR DESIGN AND LAYOUT, AND TRANSFORMER EQUIPMENT PAD GRADE. m "U" SEC11ON POST CHAMFER 2% MAXIMUM FOR WORK ACCEPTANCE. 6 - SCALE: N.T.S. � 3 � ADJACEN 6. THE RUNNING SLOPE OF PEDESTRIAN ACCESS ROUTES SHALL BE 4.5% MAXIMUM FOR DESIGN AND LAYOUT, m "Ur11111111 ST D TAIL- AND 5% MAXIMUM FOR WORK ACCEPTANCE. o TOP OF co FOOTINGFINISH GRADE 7. THE MINIMUM WIDTH OF A CURB RAMP SHALL BE 4'. NOSING/EXPOSED END: _ _ UN 8. THE GRADE (RUNNING SLOPE) OF A CURB RAMP SHALL BE A MINIMUM OF 5%. THE GRADE FOR DESIGN AND THERMAL-\ 1/8" EASED EDGE TO 2" --��II.„ 0 --� TOP OF FOOTING BULLNOSE, TYP. 4,500 PSI LAYOUT SHALL BE A MAXIMUM OF 7.5%, THE GRADE FOR ADA ACCESSIBILITY AND WORK ACCEPTANCE SHALL FINISH "� BE A MAXIMUM OF 8.3%. THE MAXIMUM VERTICAL RISE OVER THE LENGTH OF THE CURB RAMP FOR (THERMAL FINISH) CONCRETE 0N • -', iii i M NOTES. ACCEPTANCE SHALL BE 6 . -� i=III= 11=11 9. THE CROSS SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS POSSIBLE AND STILL PROVIDE POSI11VE M E / j 1. INSTALLATION TO BE COMPLETED IN DRAINAGE. THE CROSS SLOPE OF A CURB RAMP SHALL BE 1.5% MAXIMUM FOR DESIGN AND LAYOUT, AND 2% w SPLIT FACE, TYP. to = 1 4"x8"x24" STEEL I ACCORDANCE WITH MANUFACTURER'S o : io f PLATE (WELDED) - L_ SPECIFICATIONS MAXIMUM FOR WORK ACCEPTANCE. > _ • c r 0 "`:24"..TYP,:.:.: ., 12"0 10. WHERE A PEDESTRIAN CIRCULATION PATH CROSSES A CURB RAMP, FLARED SIDES SHALL BE INSTALLED WITH 7d' g 3o CONCRETE PAVERS, 2. DO NOT SCALE DRAWINGS A MAXIMUM SLOPE OF 9.5% FOR DESIGN AND LAYOUT, AND 10% MAXIMUM FOR WORK ACCEPTANCE. THE CO=N m REFER TO 7/C-500 S-1 EMBEDMENT 3. BIKE RACK TO BE COATED W/ ZINC SLOPE OF THE FLARED SIDES IS MEASURED PARALLEL TO THE CURB UNE. '‘i • - MODEL NO. PEAKS DIM"A" RICH EPDXY THEN FINISHED W/ DESIGN ELEMENT TOLERANCES _ _ _ , POLYESTER POWDER COATING (COLOR 125-20 4 371/2.LG. TO BE BLACK) DESIGN AND LIMIT FOR 1....^4`�ijii;•;•;•;•;•10 ii iiiiiiiiiiiii ELEMENT FIELD LAYOUT WORK 1�� i� • •i i ;•10"- )4,0. LIMIT ACCEPTANCE ..."-.--..."--.....11-111- -'1 •=•=I= A=�=If=eI1 I SIGN MOUNTING DETAIL BIKE RACK SIDEWALK CROSS SLOPE 1.5% MAX 2.0% MAX •'i'i'i'i=i=i'i'- 'I 0 - 1 - 1- 1 -1 1- 1 -111- SCALE: N.T.S. SCALE N.T.S. SIDEWALK GRADE RUNNING SLOPE 4.5% MAX 5.0% MAX 18"MIN. BLEND --111-111-111-111-111-H1- OR 11,�,1111� �1 � 1111 1111 x,1111,�,111i COMPACTED SUBGRADE CURB RAMP GRADE - RUNNING SLOPE 7.5% MAX 8.3% MAX OF #1 & #2 OIR COMPACTED SELECT STONE SIDE VIEW GRANULAR ALL TO EDGE OF PAVEMENT BRING SUBGRADE TO x CORRECT GRADE. a NOTES: IN 1 2 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH 6' 6' MANUFACTURER'S INSTRUCTIONS. NOTES: SOLID GRANITE SEATWALL N 1. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, TURNING SPACES AND ROADWAYS SHALL BE O SCALE: N.T.S. FLUSH AND FREE FROM ABRUPT VERTICAL CHANGES GREATER THAN J". VER11CAL SURFACE DISCONTINUITIES BETWEEN " AND 3" SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. THE BEVEL SHALL BE APPLIED ACROSS THE ENTIRE JOINT. -' TYP- 1*TYPE VERTICAL SURFACE DISCONTINUITIES STANDARD TYPE S COMBINED TYPE LS © SCALE: CROSSWALKS (11) SCALE: N.T.S. • AL SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:- p ANY WAY, UNLESS DONE UNDER THE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE SCMJ PROJ.E: No.:987.04 1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW PROFESSIONAL, (I.E.) ARCHITECT FOR AN Engineering and SITE PLAN DETAILS DATE: JULY 2021 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A M Land Surveying, P.C. CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C-500 OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS % i LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK File Name: C:\Users\aborza\AppData\Local\Temp\AcPublish_103508\C-500 DETAILS.dwg (Layout: C-500) Date: Thu, Oct 14, 2021 - 1:59 PM (Name: aborza) WOVEN WIRE FENCE (MIN. 14 GAUGE 10 MIL POLYETHYLENE SHEETING SHRUB IS STRAIGHT AND PLUMB; TREE & SHRUB PLANTING NOTES: SEE NOTE 4 BEST APPEARANCE SET AT ANGLE 1. DIG PIT WIDTH TO DIMENSIONS SHOWN. W/ MAX. 6' MESH SPACING) 1g" OF HIGHEST VISIBILITY 10'-0" M,,�. 10' MIN CENTER TO CENTER 36' MIN. FENCE POSTS, _ 1 FILTER FABRIC 3'-0" ....--.-j========EXIST. PWT. 2. REMOVE STONES 2" AND LARGER FROM EXCAVATED PLANT PIT SOIL AND EXCAVATED PIT AREA. DRIVEN MIN. 16' INTO , - P • •�=f=fittif t=,=:Olfii ALL CONCRETE m„„,„,..... GROUND ;• �_ •-. -_•_�_�_•-oXi` Iy0� ��.�: TRUCKS SHALL N3" DEEP SHREDDED WOOD3. DIGPITDEPTHSAMEASROOTBALLORCONTAINERDEPTH.!x ` WASHOUT HERE } MULCH BEYOND MULCH FREE- zit • !`f•! BLACK LETTERS ON 5:1 NTABLE BERM (OPTIONAL) ZONE DIUS FOR MULCH FREE AROUND ENTIRE ROOTlik ZONE SHALL BE MAINTAINED 4. SET ROOT BALL (REMOVE ROOT BALL FROM CONTAINERS) IN CENTER OF PIT SO TOP OF ROOT BALL - -- :� ��: WHITE BACKGROUND EXIST. GROUND FLARE (1'-Y FLARE VISIBLE THROUGHOUT MAINTENANCE WHERE ROOTS FLARE OUT (ROOT FLARE/COLLAR) IS 1-2 INCHES ABOVE FINISH GRADE & VISIBLE 11111111 11111111111111111111111 -- �- - �� PROFILE PERIOD. (NOT COVERED WITH SOIL); THE REST OF THE REMAINING TOP OF ROOT BALL SHALL BE FLUSH WITH IMIN 18' �� o GALVANIZED 'U"�' (111.11 •- NISH GRADE & COVERED WITH PLANTING SOIL TOPSOIL,- -- . ,�/, BALES TO � BASE OF STEM 3-4 SOIL SAUCER - BUTT o , / . 5. IF PLANT IS A CONTAINER: SLIGHTLY LOOSEN EDGES AROUND ROOT BALLS: IF PLANT IS B&B: CUT mei ��. -- =•�y�`�-' - ix i •._ A �i N �� OFF ALL WIRE/IOPE ETC. AROUND ROOT BALL & DISPOSE OF PROPERLY; FOLD BACK TOP HALF TO -- ��_ �. '�S° ■W �� SEE NOTE 3 •4" - �- TWO-THIRDS OF ROOT BALL LOOSENING ROOT FIBERS AT EXPOSED EDGES; KEEP REMAINING BOTTOM �im�� -.�` -v GRADE 12 y'i\/ _ c, .� V�(/ �`'- :ft ��.• , • • • �� .• • " • / r• r PORTION OF ROOT BALL IN BURLAP INTACT APPLY ROOT ENHANCER AND FERTILIZER TO ALL B&B 6" MIN. v o m 1744 ��1&.71&.741&.7411&.7411 �■ ��X741& -0 p� �� i� V TOPSOIL AS SPECIFIED AND CONTAINER TREES, CLUMPS, AND SHRUBS. �•� v o o 0 0 0,�:• i '' I`' Ivo I`'' I`" I`'' f ' 7`' EXIT. PWT. `)/ v� .:. ,,.��A /• .� _.�_.�_.� _.�_�_�_�_� .. ;,, �., SIGN SHALL BE PLACED IN A EXIST. GROUND .��':�.��'1 � � �'1 ��'1�:��'1.�� ' N. ,VA jVA �•�•��• J i1%i11��1 I ��1 i11��I ��1 i11��I � 1 I ��I fI1�� /�V/ ) �/ PROMINENT LOCATION AT WASHOUT B&B (BALLED & BURLAPPED /,�/�/.��i�%i�/�/� 6. SET PLANT STRAIGHT & PLUMB FROM ALL ANGLES; MAKE SURE ROOT BALL IS NOT DRY-MOISTEN IF �� r•I�I�I�I�I�I��I�I►�I�I�I�. o / �_.. ■._.. ■._.. ■._.. ■._.. ■._.. ■._.. ■._.. n.._ nPLANTING PIT DEPTH �p� �� "' AREA c OR CONTAINER; REMOVE MIN. NEEDED; INSTALL AS SPECIFIED; BACKFILL WITH APPROVED TOPSOIL PARTIALLY; CHECK AGAIN TO PLAN TOP HALFOF BURLAP LEAVING PLANTING PIT DIAMETER ASSURE PLANT IS STRAIGHT & PLUMB ADJUSTING AGAIN FOR APPROVAL FINISH BACKFILL WITH ANCHOR BALES WITH I - » (2) 2"X2"X4' STAKE 6" MIN DEPTH o BOTTOM HALF INTACT 2X MIN. ROOT BALL DIA. APPROVED TOPSOIL SMOOTH OUT EXCAVATION AREA AND CREATE 3"-4* HT. SAUCER FOR WATERING PERSPECTIVE VIEW PER BALE AGGREGATE ALL WASHOUT SIGN OR CONTAINER WIDTH ZONE. TERRATEX SC, IVI 3611W WIRE BACK AROUND CONSTRUCTION ENTRANCE SPECIFICATIONS: 7. INSTALL CONSTRUCTION FENCE (SEE SPECS.) TO PROTECT PLANTED AND SEEDED AREAS IMMEDIATELY SILT FENCE, SIT CATER PRIORITY 2 MIN. FENCE POST PLAN AFTER INSTALLATION IS APPROVED. SILT FENCE PRffABRICATED SILT FENCE r36* 1. STONE SIZE - USE MIN 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. WITH POSTS OR APPROVED EQUIVALENT 30"± BINDING WIRE 18"y SHRUB PLANTING l r 1 k- 2. THICKNESS - NOT LESS THAN SIX (6) INCHES. 0 I SCALE: N.T.S. 1 , 3. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS STRAW BALE (TYP) I `.. � UNDISTURBED GROUND „./7--STRAW � GRADE OR EGRESS OCCURS. TWENTY FOUR (24) FEET IF SINGLE ENTRANCE TO SITE. NI 10 MIL $ TREE'S CENTRAL LEADER IS 1 _ , _ _ �`\POLYETHYLENE N ,� Z _ _ - - - 4. LENGTH - NOT LESS THAN FIFTY (50) FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A THIRTY (30) STRAIGHT/PLUMB & TRUE TO FORM; IF EMBED FILTER CLOTH J ( ) 6 MIN MULCH BED SHEETING / FOOT MINIMUM LENGTH WOULD APPLY). CLUMP, MULTI-STEM FORM IS STRAIGHT, TOPSOIL, SEED 6" MIN DEPTHii\ } �� WELL BALANCED AND PROPOR11ONAT1~ AND MULCH FILTER MIN 6" INTO GROUND - z SEASONAL HIGH V 5. FILTER FABRIC - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. .-_ FABRIC TAMPED Io z AGGREGATE ALL6 MIN BEST APPEARANCE SHALL BE SET AT 4" L 1 BACKFILL m AROUND GROUNDJMATER EMBEDMENT (TW) `-J EXCAVATED TRENCH f� ( ) ANGLE OF HIGHEST VISIBWTY 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES VI - WOOD STAKE (TYP) SHALL BE PIPED ACROSS THE ENTRANCE IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 1 -111-111-111- 11=11 NOTES: 1111 1 1 -1 SECTION 11� HI-HI-HI 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING I111- =I I IE NOTES: TYPICAL SECTION 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING MULCH FREE ZONE: 6" MIN -11-1 SHALL BE STEEL 'T" OR 'U" TYPE OR HARDWOOD. WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES 3"-4" SAUCER WITH COMPACTED �� RADIUS FOR SHRUBS AND 8" :111= =111- SUBGRADE TO BE 1. CONTAINMENT MUST BE STRUCTURALLY SOUND, LEAK FREE AND CONTAIN ALL LIQUID WASTES. USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIM: DIAMETER OF SAUCER MIN RADIUS FOR TREES/CLUMPS DECOMPACTED RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. AROUND PLANT SHALL BE 3X _ H I- =1 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24' AT 2, CONTAINMENT DEVICES MUST BE OF SUFFICIENT QUANTITY OR VOLUME TO COMPLETELY CONTAIN THE LIQUID WASTE DIAMETER OF ROOT BALL OR ` 3" DEEP MULCH LAYER OF =� LANDSCAPE EDGING TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX. MESH OPENING. GENERATED. a WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC CONTAINER = SHREDDED WOOD BEYOND :11 111= RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE MULCH FREE ZONE 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY 6" AND 3. WASHOUT MUST BE CLEANED OR NEW FACILITIES CONSTRUCTED AND READY TO USE ONCE WASHOUT IS 75% FULL AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. � //b/ p` .+�• \ �� • FOLDED. ,\, MULCH B E D / 4. WASHOUT AREA(S) SHALL BE INSTALLED IN A LOCATION EASILY ACCESSIBLE BY CONCRETE TRUCKS. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. "' /\\ �� / / / / ' .� / PLAN11NG SOIL (AMENDED 9 SCALE: NTS 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIALS REMOVED WHEN "BULGES' DEVELOP ,/\\j\ ��,��!1 \j TOPSOIL) (SEE SPECS.) IN THE SILT FENCE. 5. ONE OR MORE AREAS MAY BE INSTALLED ON THE CONSTRUCTION SITE AND MAY BE RELOCATED AS CONSTRUCTION /\/\ �.��•��•�,..� 5. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED 1/4 ACRE PER PROGRESSES. 6 STABILIZED CONSTRUCTION ENTRANCE ��/i�\\\\\\\\\\/\\\/\\\/\\\/\\/\\/\\///\\��`//•\7 100 FEET OF FENCE. 6. AT LEAST WEEKLY REMOVE ACCUMULATION OF SAND AND AGGREGATE AND DISPOSE OF PROPERLY. SCALE: NTS PLAN11NG PIT DIAMETER 6. SILT FENCE SHALL BE USED WHERE EROSION COULD OCCUR IN THE FORM OF SHEET EROSION. 2X MIN. ROOT BALL DIAMETER 1 CONCRETE WASHOUT AREA 7. SILT FENCE SHALL NOT BE USED WHEN A CONCENTRATION OF WATER IS FLOWING TO THE BARRIER. 4 SCALE: NTS TREE PLANTING 8 SCALE: N.T.S. OSILT FENCE INSTALLATION SCALE: NTS • �' �16. ' • 1 REBAR FOR BAG •�>�� DUMP STRAP REMOVAL FROM INLET 4�1 .41 SILT FENCE `,,; NOTES: 1 SLOPE OR LESS DUMP STRAP .-1,t0001‘*Z ,Zgl: .,, `•' I1. 1. FILTER FABRIC SHALL HAVE AN EOS OF .p . SILTSACK® • '�4W. 40-85. -.' ' 2. CUT FABRIC FROM CONTINUOUS ROLL TO �o lil.'ill 'l, '-1, .i'i0'i'i `� �,�, �,h;�' 1. , w - Ti \WAIM CROSS BRACES AS ELIMINATE JOINTS. IF JOINTS ARE - °:''.�1 Iljl ,i, ,� i w •,'%, 44,1:• ,: : e NEEDED NEEDED, OVERLAP TO THE NEXT STAKE. - _ i1 - 111111 11111, .Ij/,.,. ,•I1/, - 44M,,i;-;i-1;i 1�, ► 111 - - - .l, - ,,,:,, ,P,-:!, ❑ ■ ■"'- ■ ❑ 3. STAKE MATERIALS WILL BE STANDARD ��/ ��/ X11 „ / ;�i;ii; TVI 3617 SILT FENCE OR APPROVED ■ N ❑ ❑ m ■ • • - �1111 _ l� ��' EQUIVALENT 2x4 WOOD OR EQUIVALENT, WITH A 1111; .__- �IIIrI�IMUWEI _ / ,� • ❑ ❑ ❑ ❑ ° 2'X4' FRAME MINIMUM LENGTH OF 3 FEET. d _ 11■ / 4N SECTION I 1 M ��\�. �F FABRIC 4. SPACE STAKES EVENLY AROUND INLET 3 - - AROUND CREST OF ENTRANCE 24' WIDE AND FEET APART AND DRIVE MINIMUM 18" SHALL BE ON UPSLOPE DEEP. SPANS GREATER THAN 3 FEET • 2'X4' WOODEN STAKES MAY BE BRIDGED WITH THE USE OF WIRE - - • • •• MESH BEHIND FABRIC FOR SUPPORT. NOTES: HAY BALES OR SILT FENCE _ 2 EACH DUMP 4 5. FABRIC SHALL BE EMBEDDED 1 FOOT 70-3/4" o> 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. STRAPS ir MINIMUM BELOW GROUND AND ` "• EXPANSION RESTRAINT PLAN BACKFILLED. IT SHALL BE SECURELY FRONT VIEW 2 MAXIMUM SLOPE OF STOCKPILE SHALL BE 2 HORIZ ON 1 VERT. •4,. •P f (1/4" NYLON ROPE, 2" FILTER FABRIC FASTEN FASTENED TO THE STAKES AND FRAME - --Hip,-... .. ...of 40 FLAT WASHERS) SECURELY TO STAKES - - - - - - - - - - - - - - - - - - - - - - - - - - �, 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING 6. A 2x4 WOOD FRAME SHALL BE - ,_ 4 OR HAY BALES, THEN STABILIZEDITH WVEGETATION OR COVERED. • Py. :, : < P BACKFILL COMPLETED AROUND THE CREST OF THE BAG DETAIL - - FABRIC FOR OVERFLOW STABILITY. r ollin 4" WOODEN STAKES -.�.�.�.�.�................�.�.�♦ I_I �I , TEMPORARY SOIL STOCKPILE / 7. MAXIMUM DRAINAGE AREA IS 1 ACRE. D NOTES: EXISTING ❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖• _ 1 ~..... .......4 0 8. INLET PROTECTION SHALL REMAIN PROPOSED Oi�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i� SCALE: NTS ♦ 1. PORE OPENING SHALL BE IN BETWEEN 200 & 700 GRADE • ..............................♦�• - IN-PLACE UNTIL SITE HAS BEEN SIEVE. I• STABILIZED. - - MULCH LAYER OF COMMON HAY OR 2. INLET FILTER IS TYPICAL FOR ALL RECTANGULAR ►��.■ ■�■%■'�■ �% STRAW, 2 TONS PER ACRE AND SQUARE YARD INLETS ONSITE. EMBED FILTER CLOTH TEMPORARY OR PERMANENT SEED, SEE MIN. 12' INTO GROUND co PLAN VIEW SIDE VIEW SPECIFICATIONS OF PLANS FOR MIX 1 _may ___ _�__�.,," PARK BENCH rINLET FILTER CATCH BASIN 13) SCALE N.T.S. +� TOPSOIL NATURAL FERTILE, AGRICULTURE SCALE N.T.S. J STRUCTURE III-III-III-III-III-III-III-/ pIL :RA:LE O SUS ASI PER GOROUS _/I/_ _///,__ SPECIFICATIONS OR PLANS NOTES: SECTION 1. TOPSOIL SEED, MULCH AND FERTILIZER DISTURBED SOIL AREAS THAT WILL BE LEFT EXPOSED FOR 14 DAYS OR MORE OUT-OF-PAVEMENT INLET FILTER (FABRIC DROP) 2. SOIL PH SHALL BE TESTED, LIME SHALL BE APPLIED TO BRING SOIL PH TO 6.5. 1 0 SCALE: NTS 3. FERTILIZER: COMERCIAL 5-10-5, 175 LBS PER ACRE 0 TOPSOIL, SEED AND MULCH SCALE: NTS SCALE: SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:- ANY WAY, UNLESS DONE UNDER THE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE MJ PROJ. No.:987.04 1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: ADVPROFESSIONAL, (I.E.) ARCHITECT FOR AN Engineering and SITE PLAN DETAILS DATE: JULY 2021 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER MDRAWN BY: ADV OR LANDSCAPE ARCHITECT FOR A Land SurveyingP.C. CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C-501 OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS % i LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK File Name: C:\Users\aborza\AppData\Local\Temp\AcPublish_103508\C-500 DETAILS.dwg (Layout: C-501 ) Date: Thu, Oct 14, 2021 - 1:59 PM (Name: aborza) FORMED HOLE WITH FLEXIBLE RUBBER 5'-0" BOOT SEAL ASSEMBLY CAST INTO ^.C:::> �� EXTERIOR 1 INSIDE FACE OF I MANHOLE WALL EXTERIOR BUILDING WALL BUILDING WALL MANHOLEa I �/ SERIES 304 STAINLESS STEEL STORM SEWER PIPE (SEE PLANS FOR r STORM SEWER TO EXTEND DOWNSPOUT - REFER TO lid BAND CLAMP & SERIES 305 INVERTS, DIA. AND LOCATION) FIRST INTO MANHOLE, MAX OF 2" ARCHITECTURAL PLANS FOR WITH NON GROUT AFT ENING TO BE FILLED STAINLESS/ TELST COUPLER TO BE 18" MIN FROM WALL ,C 1C EXACT LOCATION & a SCREW. OR BE ENCASED IN PLOWABLE FILL < C CGROUT AFTER PIPE IS 7 INSTQUANTITY //6" FERNCO COUPLING CONNECT TO " 2"t PROJEC ON \\\\\\\\\ \ \\\/\\ N\ \"1 < C CHEADER W/ 6 x INTO MH AT PIPE < C C (3 FFE F1N.GRADE - SEE ill TEE OR TEE WYE SPRINGUNE I I I C C )CPLANS FOR SURFACE - _ - C 1C 1C�wz I I I C )C w / ISI z SEWER PIPE ENTERIN >.{N / •MilIII TOP OF BASE SLAB I I OR DOTING MANHO I ° /<// DOWNSPOUT - REFER CORED OR FORMED OPENING 3 PVC SDR35 "' I I I I L J TO ARCHITECTURAL o f FILLED WITH NON-SHRINK PLANS FOR EXACT HEADER PIPE(6" \\\\\\\\\\ \ ` \ i FRAME/GRATE: E.J. CO. MODEL V4880 ASSEMBLY. °" GROUT. LOCATION & 6" PVC �` OR 8" - REFER �� MUST SPECIFY GRATE TO BE ADA, BIKE SAFE Z QUANTITY 45' BEND TO SHEET C130), PRECAST OR STANDARD 5'-0• PVC SDR35 / LAID AT SLOPE CONCRETE BASE i a I PLAN m HEADER PIPE(6" SPECIFIED ON SECTION a FLEXIBLE PIPE JOINT 1- 1 V I OR 8" - REFER PLAN PLANS a ° OR '��P�T�� A \ FINISHED SURFACE GRADE (REFER _ C130),ELAID AT I ET NON-SHRINK GROUT MORTAR �V \\ TO PLANS) :-. SLOPE + "A"DISTANCE PER TABLE SPE LANSCIFIED ON ° bik /I JJ PMANHOLE FRAME TO BE SET IN • PRECAST TOP SLAB, OPENING SIZE FLEXIBLE JOINT REQUIREMENT PORTLAND CEMENT MORTAR. EQUAL TO GRATE OR COVER SPECIFIED 6" PVC 6" PVC GRADE RINGS USED TO ADJUST 90' BEND 45' BEND FLEXIBLE JOINT TYPE "A" DISTANCE COVER TO REQUIRED ELEVATION SECTION SEWER PIPE TYPE IN &OUT (FEET) • ;a i.8" . STANDARD RUBBER GASKET PIPE MIN. DUCTILE IRON JOINT ONLY 10[ MAX COMPACTED SELECT FILL TO 30"X30" MIN CORED OR FORMED OPENING FILLED BOTTOM OF PAVEMENT OR AS SPECIFIED ON PLANS WITH NON-SHRINK GROUT. APPLY BUILDING LEADER ROOF CONNECTION PVC STANDARD RUBBER GASKET PIPE 3' MAX SUBGRADE a WATERPROOFING INSIDE AND OUT OVER 0 SCALE N.T.S. JOINT ONLY GROUTED OPENING. EXTEND WATER ® ;: ` PROOFING 12 INCHES BEYOND CORE. NOTE: PRECAST CONCRETE MANHOLE r 12"::° < - s 1. REFERENCE MANHOLE DETAIL(S) FOR REQUIRED INVERT CHANNEL CONFIGURATION. (ASTM C-858) MIN PRECAST CONCRETE _ I^`I' '�., /� 4-0 DIA MIN ,!•tex! ..�. / , NOTES: COMPACTED SELECT FILL TO Y-iY-`, iiii:ir—fir- MANHOLE RISER SECTION a .. = a flan!' OR AS SPECIFIED ON PLANS BOTTOM OF PAVEMENT I*I� �, �I�I� ,, SUBGRADE PIPE CONNECTION TO MANHOLE FLEXIBLE Y- -1 ^ M ° — - 1. ALL PRECAST CONSTRUCTION IN ACCORDANCE W/ASTM C478. COMPACTED CRUSHED STONE, •��1 F� �5 PRECAST CONCRETE • RUBBER BOOT CAST INTO MANHOLE WALL MIX OF NO. 1 AND 2 STONE I`*I� g 2. CATCH BASIN SHALL BE PRECAST CONCRETE DESIGNED FOR H-20 MANHOLE DOGHOUSE RISER SEAL ANNULAR SPACE SECTION BETWEEN DOGHOUSE 4 TO SPRING UNE OF HIGHEST `r- - �r� � - - • • SCALE: N.T.S. VEHICULAR LOADING. OPENING AND EXISTING PIPE PIPE I =I 4 -1 ,• "I I= PROVIDE ARCH OPENINGS ("DOGHOUSE" SAWCUT AND REMOVE TOP WITH NON-SHRINK EI I I fff fefef fefef .' feff t: II I II 3. FRAME AND GRATE SHALL BE DESIGNED FOR H-20 VEHICULAR LOADING. OPENINGS) FOR EXISTING PIPE HALF OF PIPE .,. • HYDRAULIC CEMENT I - -,.±,,,,_-,,, 'v 'v 'v 'v 'v 'v 'v ' ~ 'v ' i .'L,,,,''II I I- III-I I I- IIIIIII I 4. CONCRETE CATCH BASIN UD CLEAR OPENING DIMENSION MUST MATCH • EXISTING PIPE TO % EMBED BASE 2 IN UNDISTURBED FRAME AND GRATE CLEAR OPENING DIMENSION. - - - - -I - ' �� -� SECTION REMAIN - ..: CONCRETE SUBGRADE 5. BACKFILL USING SELECT BACKFILL, COMPACTED IN 6" LIFTS. I I =• m . L. 2'-0" J "NEENAH" R-7506-E: COMPACTED CRUSHED STONE, ta Eill.--.44-..,At' SQUARE SERIES FLOOR BOX FRAME STORM CATCH BASIN (SQUARE) - PRECAST MIX OF NO. 1 AND 2 STONE .x- CLASS "B" CONCRETE AND LID, OR EQUAL 6 TO SPRING UNE OF HIGHEST •!�"�^ y^ w^ w^ w^ w^ W^ W^ W^- ^"�^-�^-�^-P'^-W^-w�I•I 13" SCALE: N.T.S. PIPE ��i i744-4-44447:44447444-74..� .'�� I I s i _ , I�I�I�I�I, -I I..,•-T;•-;•.,z -T;•-T;•-T;•-T;•.. -T;•.. .*... ,, T,•- - - , I I 11 1/2" I 1 I= �..' I I- - GRASS �III= II�I ��III��III��II UNDISTURBED SUBGRADE 4000 PSI CAST-IN-PLACE CONCRETE CLEAN-OUT W/ L, ii PI SECTION BASE STEEL REINFORCING = f4 BARS SCREW-IN PLUG 6" A 12 O.C. EACH WAY 45' f10" PRECAST CONCRETE SANITARY MANHOLE (DOGHOUSE) ELBOW �n N, 0 SCALE: N.T.S. * W 45' ELBOW MA WYE ,O WYE 4 i•A CONCRETE COLLAR IN OW 1 FLOW CAST IRON COVER UNPAVED AREAS . FLOW 1,1,61. IItE( II MARKED "WATER" I FINISHED GRADE IN IN LINE AT BEND FINISHED GRADE IN LANDSCAPED AREAS PAVED AREAS �l<l` �{ NOTES: \\\�\\\� . \\ 'L'i, to TOPSOIL 1. SEWER PIPE FITTINGS TO BE ASTM D-3033 OR D-3034 SDR-35. I SEWER CLEAN OUT 0 L � TWO (2) PIECE CAST IRON SCALE: N.T.S. ,. VALVE BOX z m o ANHOLE FRAME AND UD, 8" WITH 24" CLEAR 1 I EXTEND TO GRADE USING PRECAST COVER, HEAVY DUTY H2O LOADING, MARKED CONCRETE WATER TIGHT GRADE RINGS "GREASE TANK" (TYP) Z M.J. RESILIENT WEDGE GATE PTIC TANKS SHALL m /1 �� VALVE, SEE PLANS FOR 13'-0" TYP. WATER TIGHT BE MANHOLE N I ,I SIZING FINISHED GRADE 48.. rasimmasillV—TESTED 1(l III /iii I `\ 4111_ �'z • � . i. 4"0 PVC f 6"0 PVC `o SCH 80 } 24" TAPERED FROM BUILDING , PIPE HOLE AND PLUG _ SCH PPE 80 -\1..\,.„ -` \ ' `.„ N TO MANHOLE cc . ,.t 0o T4"/FT. MIN. "j > 6"X18" OPENING TEE NOTES: 0, u_ STAINLESS STEEL • CURING STRAP 4'-0" ACING (TYP.) 1. WATER VALVES SHALL HAVE THEIR INTERIOR AND EXTERIOR SURFACES FUSION EPDXY COATED NOTCHED PIPE CONFORMING TO AWWA C550-81. WATER VALVES SHALL BE MECHANICAL JOINT, NON-RISING STEM } TYP.) RES DENT WEDGE GATE VALVES Vti7r1WEI4w yA NOTES: INV OUT a 1. MANHOLE COVERS TO BE H-20 LOADING. 2. WATER VALVES SHALL OPEN TO THE LEFT (COUNTERCLOCKWISE) WITH A 2-INCH OPERATING NUT 2. TANKS AS MANUFACTURED BY THE FORT MILLER AND HAVE STAINLESS STEEL HARDWARE. 6" COMPACTED SAND, OR APPROVED EQUAL. GRAVEL OR PEASTONE 3. MINIMUM OF 0.25' INVERT ELEVATION 3. MINIMUM DISTANCE TO JOINTS, FITTINGS, OR OTHER WET TAPS OR STOPS SHALL BE 3-FEET. DIFFERENCE THROUGH EACH TANK. 4. MAKE AND MODEL OF TAPPING SLEEVE, GATE VALVE, AND VALVE BOX SHALL BE IN ACCORDANCE WITH PROJECT SPECIFICATIONS. SEE SECTION XXXXX. ©TYPICAL UNDERGROUND GATE VALVE 2000 CALLON TYPE II GREASE INTERCEPTOR SCALE: N.T.S. O SCALE: N.T.S. SC SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:- ANY WAY, UNLESS DONE UNDER THE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE MJ APROJLE: . No.:987.04 1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW PROFESSIONAL, (I.E.) ARCHITECT FOR AN Engineering and SITE PLAN DETAILS DATE: JULY 2021 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER MDRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A Land Surveying P.C. CHECKED BY: WLII LANDSCAPE ARCHITECT, IS A VIOLATION C-502 OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS Tk i LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK File Name: C:\Users\aborza\AppData\Local\Temp\AcPublish_103508\C-500 DETAILS.dwg (Layout: C-502) Date: Thu, Oct 14, 2021 - 1:59 PM (Name: aborza) 30" DIA HEAVY DUTY (H-20) ROUND FRAME AND COVER GRASS & PLANTS 8" DIA. DOME GRATE MODEL R-1557 BY NEENAH FINISHED SURFACE GRADE STORM SEWER PIPE (SEE ^<=> HDPE YARD DRAIN TO FOUNDRY OR EQUAL(REFER TOPLANS FOR INVERTS, DIA. AND ROOF DRAINS CLEAN-OUT W 36" [(REFER TO PLANS) LOCATION) FIRST COUPLER TO INV:358.00 / SQUARE PLANS FOR RIM ELEVATION) SCREW-IN PLUG, BE 18" MIN FROM WALL OR II OR EQUAL NON-SHRINK GROUT MORTAR N� \ BE ENCASED IN PLOWABLE FILL PLANTING / 1 " \ I PLANTING SOIL: 13Y4- - SOIL OA n MANPORTLANDCEMENT MORTAR OLE FRAME TO BE SET IN \ STORM SEWER " A 11 I , PH RANGE • ORGANIC MATTER 5.2 TO 7.00 1.5 TO 4.0% ��.� ��-� /" 4 GRADE RINGS USED TO ADJUST �' 3 4 WASHED CRUSHED c° •op ' ' - • PRECAST TOP SLAB / \ TO EXTEND INTO / MAGNESIUM 35 LBS PER ACRE, MIN •/ = • • COVER TO REQUIRED ELEVATION OPENING SIZE EQUAL • • MANHOLE, MAX ANGULAR STONE PHOSPHORUS 75 LBS PER ACRE, MIN 11,••• 4 • 0 ••••A 0 • (ASN C-478) 5-0 DIA MIN V. . 2" mai ..... ., 0 0 TO GRATE OR COVERI OF 0 0 0 0 0 0 0 0 0 0 0 0 0Q • POTASSIUM 85 LBS PER ACRE, MIN IMP STORM MANHOLE SPECIFIED ° - 40 MIL PVC IMPERMEABLE LINER �� SOLUBLE SALTS < 500 PPM �I�I�I� rad&� MAINTAIN FULL SUBBASE OR AS SPECIFIED ��.�:�, ON SIDES AND BOTTOM 7 ip •o" ON PLANS .. ... .. . \� T\ \\ \\ \�\�� T\\ \\ \\ \ \\� ▪ CLAY 10 TO 25% .. . THICKNESS UNDER 11/2 BUTYL ROPE AS �.o0o•D.'.•.o / 1 SILT 30 TO 55% �� 2� u� A� i CONCRETE ------•-- � � �•I�I I 'I PRIMARY JOINT SEALER 'V::::::::::::::". '� '� ROOF STRUCTURAL j\1/��\��\\�\\ \� �\�/\jam\\�\\�\�/�/\\1j; _J SAND 35 TO 60% N Z 6" /J SUPPORT6" DIA HDPE - - \ 6" OUTLET TO CLEANOUT 24" UNDERDRAIN CONNECTION (WHEN MIN I /. ROOF DRAIN EXTENSION OVERLAP CORED OR FORMED AND WHERE SHOWN ON PLANS) • 6" 4 \ /r' OPENING FILLED INV:357.08 . :. MIN PRECAST CONCRETE RISER N /. WITH NON-SHRINK Imo' ^'' "':' COMPACTED SELECT FILL TO (ASTM C-478) . } BOTTOM OF PAVEMENT moa GROUT. •�:; I SUBGRADE 5'-0" DIA MIN ROOF SECTION ''r. :: .�; OR AS SPECIFIED ON PLANS CORED OR FORMED OPENING 30" DIA HEAVY DUTY (H-20) °GREEN SCALE: N.T.S. :1 i.; ;" DOWNSPOUT ;L--, .. ' 1. ''?; POLYPROPYLENE • FILLED WITH NON-SHRINK PLAN ROUND FRAME AND COVER } '.. (2) #3 MANHOLE STEPS GROUT. APPLY WATERPROOFING MODEL R-1557 BY NEENAH BARS INSIDE AND OUT OVER FOUNDRY OR EQUAL(REFER TO .:. I- .:. . r._: 3 CLEAR I� 1 GROUTED OPENING. EXTEND PLANS FOR RIM ELEVATION) HDPE HEADER ... (TW) PRECAST CONCRETE MANHOLES :' PIPE OR PLAN (ASTM C-478) WATER PROOFING 12 INCHES NOTES: BEYOND CORE. CHAMBER 12 //��•. V A 1. ALL PRECAST CONSTRUCTION IN ACCORDANCE W/ASTM C478. `.,� 8" DIA. DOME GRATE MIN . / i 2. MANHOLE SHALL BE PRECAST CONCRETE DESIGNED FOR H-20 VEHICULAR LOADING. HDPE YARD DRAIN W/ TO INSPECTION PORT DETAIL '-=g % ROOF DRAINS P4_, :=; , •,�� M 3. FRAME AND COVER SHALL BE DESIGNED FOR H-20 VEHICULAR LOADING. 0 SCALE: N.T.S. P464II N & � �1 4. CONCRETE MANHOLE UD CLEAR OPENING DIMENSION MUST MATCH FRAME AND COVER / �'�' �'� PROPERLY COMPACT STONE CLEAR OPENING DIMENSION. \/ •, PLANTING SOIL: COMPACTED CRUSHED STONE, ��, ° a a =•-• BENEATH PIPE PONDING LAYER 1^�I4d L co a P4641 5. STRUCTURES HAVING A DEPTH GREATER THAN 48" FROM FINISHED SURFACE TO THE PH RANGE 5.2 TO 7.00 MIX OF NO. 1 AND 2 STONE ,•-, a. a. =�-• FLOOR OF THE CONCRETE BASE SHALL BE PROVIDED WITH STEPS. ORGANIC MATTER 1.5 TO 4.0% TO SPRING LINE OF HIGHEST MAGNESIUM 35 LBS PER ACRE, MIN .��f: �. �. �. �. �. �.:�. �. >..., �, r��1 .. - - - -��- - - - -�` -� .�-��-� I- PHOSPHORUS 75 LBS PER ACRE, MIN PIPE II l-P464646464646464646464646„ 46464641 6. BACKFILL USING SELECT BACKFILL, COMPACTED IN 6" LIFTS. GROWING DEPTH -III •�••--il-•, �, •/-73.•/-73.•/-73.•/-73_!-;,'�, �, �-• -0-•-•-!I I- POTASSIUM 85 LBS PER ACRE, MIN I LI i i i Iii: I 1 I I I 1=1 I I 7. SUMPS SHALL BE 12". NON-WOVEN GEOTEXT1LEill %11: SOLUBLE SALTS < 500 PPM UNDISTURBED • • • • • • • • +►� CLAY 10 TO 25% 3/4" - 2" WASHED o 0 0 0 0 0 0 0 0 0 0 0 8. ECCENTRIC CONE TOP CAN BE USED FOR MANHOLES DEPTH GREATER THAT 7 FEET. T_T= T. SILT 30 TO 55% SUBGRADE CRUSHED ANGULAR o o% - .T .T .T . �y� o 0 0 o SAND 35 TO 60% SECTION STONE \ 6" PERFORATED PIPE `OUTLET PIPE, REFER TO PLANS FOR SIZE AND STORM SEWER MANHOLE '''.\...,., SLOPE MAIN STORM SLOPE 6 SCALE: N.T.S. STORMWATER PLANTER 0 SCALE: N.T.S. DMI-11 SEE DETAIL 1/C502 TF:302.00 INV IN:292.98 111 INV OUT:292.98 6" INSPECTION 6"DIA. HDPE I PORT, SEE DETAIL 111, CONCRETE 3/C504 PAVEMENT/SURFACE 59'-0" SYSTEM INSPECTION REQUIREMENTS: GRADE 57"-0" COVER ENTIRE ISOLATOR ROW WITH 3/4" - 2" INCH WASHED CRUSHED ANGULAR - 1. NOTIFY ENGINEER A MINIMUM OF 48 HOURS GEOTEXT1LE FABRIC FOR COMPACTED STRUCTURAL FILL IN 12" STONE AROUND AND ABOVE CHAMBERS 12" 12" PRIOR TO REQUIRED INSPECTIONS. INSPECTIONS SEPARATION/STABILIZATION (8' WIDE STRIP) LIFTS(MAX), TOTAL DEPTH AS NEEDED TO TO INSTALLED LOOSE (TYP) _-I SHALL BE PERFORMED BY THE ENGINEER AS FOLLOWS: SPEC SECTION 334914 OBTAIN GRADE REQUIRED FOR SUB-BASE -=- GRADE VARIES ACROSS SYSTEM FINISHED GRADE, VARIES SEE C150 T A. SUBGRADE INSPECTION: \ \/\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ //\ \ \� v- I • THIS INSPECTION SHALL BE PERFORMED /\//\//\ /\/\/\� Z x " PRIOR TO STONE INSTALLATION ONCE /\\/\\/\ a 12 DIA. CORRUGATED SYSTEM AREA HAS BEEN EXCAVATED TO \//\//\ / / � PE MANIFOLD /\/\/ //\//\//\ 6" THE PROPOSED BOTTOM OF STONE \\ \\ \\ \/\ / EL. 296.00 io 12" CORRUGATED ELEVATION. / // // A //// // /> > > N CORRUGATED PE \/\\/\\/\V��Z .�e � � " �� •0��1 \\ \\ \\ z PE a0 I GENERAL SYSTEM LOCATION, DEPTH AND / / \/.� • .� •INLET 6 FEEDER 1 \/\/\ io g _ //,\/ ,I�I�I�I�I _ I�INV = 292.98 1PIA i 10410 ��1�,A.A.PA.A../ ` EL. 295.50 CONFIGURATION WILL BE CONFIRMED \/ t \ / ��0'�0' I oU oU oU of ' Alloy I•��or," _ -'714111 0.0.017411O:/ // / • FALLING HEAD PERMEABILITY TESTS WILL \\ \\p._�._�.S' �._4.�._ . )'.' i dle 14.4.4 �/\%\4 w BE PERFORMED AT THE SYSTEM ELEVATION AS PART OF THE SITE SPECIALDE CO NON-WOVEN CONTECH C-40 \VA%VA404,04 �� , >O a � bet et 4 A < R C - ® \ \ INSPECTIONS. / �.�." ,.__,---...411d- 10/ o- GEOTEXTILE \ : ® • I ® : ® ® v ® AP • VVi o /\ N1 0� o 111c,;111. d • • \/\/ M °o i� /VA//\11��0 '� / 5 6�� ` / 1 •�•�I /VA/V/ -- 0 _ j� _� 6" DIA. CORRUGATED B. FINAL INSPECTION. \% y� 1 __ TYP �a .�� j 1- ��./ //\ - o N PE FEADER, TYP. %\ \ :O: i (TYP) trait i1 f 4 .•� \\/\ aO ) , I NOTES: \ C • _ //\\//\ EL. 292.98 - > \111 ynvor n _�fr '.wilt C!'=ger=C'C.'ar'' '� �J C y v'� or 11 \/\� �'��.�./�v��''Y� o 0 0 � \/\ 1. STONE PLACEMENT BETWEEN CHAMBERS ROWS A • * i� 0-i ,�, ,�, ,�, ,,, ,�, ,�, 0 • • • 1•••••• • • • • • / / i \ \I,.�,jlj� . P.�.� �.�.�.�.A1I�. .dP ►.A.A.AP AP 4,.A.AP AP 1 \ Z DMH2 AND AROUND PERIMETER SHALL FOLLOW / �� .�.�.00��.�.�� lb or•or ID or•or•or 0 or•or•or•I % co SEE DETAIL 1/C502 INSTRUCTIONS AS INDICATED IN THE MOST \\ \\it -• -m--4-," All-! ,� • • • ,, IA, ; k I. • 1� IR IR N.. .•a ,\\/\\ EL. 292.00 TF:297.90 ( CURRENT VERSION OF THE MANUFACTURER'S \\/\,.'7\� \ \/ \ \/ \ \/ \/ /\/\/\ \/ /\ \ \/\/\ \ \/ < INV IN:292.98 - a. O- CONSTRUCTION GUIDE. BASIS OF DESIGN IS //,/, / / / / / jjjjjjjj\ \j\j\j\j / jj\\j\\ \ \j\j\ \j\ \j\j\j\� 6 \ `i�%/i�\/\/\�%/�%/\\/\% j\\j/\\//\//�\\/�\\��\\�/\\//\\//\\// /\/\/\/\/ /\//\//\//\ \/\\/\\/\ \/\\/\\/\\/\\/\ INV OUT:292.88 CORRUGATED PE ` ) CHAMBERMAXX 2016 (WWW.CONTECHES.COM) NON-WOVEN // / / // / %/��/j/�/////�//�// \/i\//\//�\��\\�/�//, \//,//, ,,/ FEADER, TYP. 12" ` �\, \ <\ / / 2. APPLY EROSION AND SEDIMENT CONTROL GEOTEXTILE \ \ PLACE A MINIMUM OF 12.5' GEOTEXTILE FABRIC I MEASURES TO PROTECT THE STORM WATER TYP 57 O.C. OVER FOUNDATION STONE FOR A r SYSTEM DURING ALL PHASES OF SITE SEPARATION/STABILIZATION AND SCOUR I f CONSTRUCTION. PROTECTION AT ALL CHAMBER ROW INLET UNITS SPEC SECTION 334914 3. PLACE A MINIMUM OF 15' GEOTEXTILE FABRIC 6" INSPECTION OVER FOUNDATION STONE FOR NO. 2 WASHED CRUSHED STONE. PLATE SEPARATION/STABILIZATION AND SCOUR NOTE: REFER TO CONSTRUCTION GUIDE FOR ALL PROCEDURES COMPACT OR ROLL TO ACHIEVE A 95% N PORT, SEE DETAIL PROTECTION AT ALL CHAMBER INLET ROWS. INVOLVING CONTECH INSTALLATION OF THE CHAMBERMAXX UNITS STANDARD PROCTOR DENSITY. 7/C502 (WWW.CONTECHES.COM.) 4 SUBSURFACE STORMWATER SYSTEM - SECTION © SUBSURFACE STORMWATER SYSTEM - PLAN SCALE: N.T.S. SCALE: N.T.S. SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT SCALE: No.:- 111 ANY WAY, UNLESS DONE UNDER THE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL 14 DIRECTION OF A COMPARABLE MJ PROJ. No.:987.04 1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW PROFESSIONAL, (I.E.) ARCHITECT FOR AN Engineering and SITE PLAN DETAILS DATE: JULY 2021 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A Land Surveying, P.C. CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C-503 OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS .„, i LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK File Name: C:\Users\aborza\AppData\Local\Temp\AcPublish_103508\C-500 DETAILS.dwg (Layout: C-503) Date: Thu, Oct 14, 2021 - 1:59 PM (Name: aborza) 2'-6" CAST IRON MANHOLE FRAME AND COVER - CAMBELL #1016 OR EQUAL, CAST IRON MANHOLE FRAME AND COVER - CAMBELL #1009 OR EQUAL, < > TOP SURFACE CHECKERED AND LABELED "CITY OF SARATOGA SPRINGS FINISHED GRADE CLEAR OP'NING TOP SURFACE CHECKERED AND LABELED "CITY OF SARATOGA SPRINGS SANITARY SEWER" WITH LIFTING NOTCHES & VENT HOLES AS REQUIRED SANITARY SEWER" WITH LIFTING NOTCHES & VENT HOLES AS REQUIRED , FINISHED GRADE -� "" /"?(""""� FRAME TO BE SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF < 2'-0" DIA._ (FRAME TO BE SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF // // // // // // // // // // // // // // // // // // ��,� ( FINISHED GRADE CLEAR OP'NING PAVEMENT AND FLUSH TO 1/4" BELOW F.G.) \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ :;:<° -- • :.:'?o•.;.-, :0 / .4-''.'oco:;:>° r.V...::`o°:6 PAVEMENT AND FLUSH TO 1/4" BELOW F.G.) / \/\\/ \/ \/ \/ \/ \/ \/�\/�\/� A /\\/�\/� A /\ A\ a:NE °n . ° ••0°`).66. o PRECAST CONCRETE GRADE RINGS o�Oa°8$q?°p_o. goo°s X004: �� ;`°''o:pa: :0 , .':?o •; PRECAST GRADE RINGS (6" MIN. TO 20" MAX.) j04. p..° * AS REVD TO ADJUST CONE A �°p ° • I � .`' .0dZ.o�.8A`oo.86, a o ae o BRICK SHIMS NOT PERMITTED z * "(MIN.) TO 20"(MAX.) • apacc, �. TO FINISHED GRADE. \ $ cotO '� 8„ //� \/ \� \/ . ro I EXTENSION(S) /\%j\/< �! 1 < <v a\j\�\1 \/� NO CONCRETE BRICK SHIM COURSES COVER a USE PRECAST UNITS X \\/\ N ///////' \ /� \\%\ ' N 8'/ ,.. , a o \�/j/ L'/‹./4/\ \\\\j\\j�\\�/� - FOR SANITARY MANHOLE, JOINTS BUTYL 1 FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) In \/ • • �\\/\\\\ \\///\ %/ SEALED INDUSTRY STD. OR A.O.B.E. \ / /,• 4'-0" I.D. MIN. / � \':° • \/\�//\/ /\ \�/�� xa \//�\"•", 12: C m''; CIRCUMFERENTIAL REINFORCEMENT ECCENTRIC / \// ..• • ..q \V �j\. < m \ .. •` 9 0.12 s in. PER LIN. FT. MIN. /�/\\/ • ° %%�/�%A//' BASE o j//•4' W SEii- OCTION o1 \\/ • y, PRECAST CONCRETE SECTIONS - SECTION I /\\��-. -J FOR SANITARY MANHOLE, BOOT TYPE F7 // \ / / Z"+/ PER FLEXIBLE MEMBRANE SLEEVE FOR ♦\ d %"`C/ \/ 4,000 p.s.i. AT 28 DAYS, AIR- >\\�?�' F°°T MIN. f'. V 4//./, i\�°• \\\ %`/ ENTRAINED j • �- siii °e PIPE TO MEET ASTM SPEC. NO.0 923 - - REINFORCED PLASTIC NON-SLIP / / / 4000 PSI CONCRETE BENCHWALL FOR ll\�j, - %`/�`// �• SANITARY MANHOLE AND STORM MANHOLE STEPS PER NYSDOT 725-02.01 X //\ �/.. FOR SANITARY MANHOLE, JOINTS REINFORCED PLASTIC NON SLIP- r. z \\\\ \ I ° \ \ BUTYL SEALED - INDUSTRY STD. STEPS PER NYSDOT 725 02.01 \ \ A.O.B.E. (SEE DETAIL SA 4.) 0. E o /\/\\ 12" 0.C. // OR OR A.O.B.E. /\//��o: .:' :. : '1 p� SIZE AND LOCATION OF PIPES WATER LINE 3 \ \ �\\�°" n >\/> /\ s g. a� - x AS SPECIFIED , RISER w \\\\/\ �\\/ FOR SANITARY MANHOLE, BOOT TYPE 'co /\\/` �' -: -`=. SECTION �5" / 5"/- FLEXIBLE MEMBRANE SLEEVE FOR 'i/�� .. .e.4 0 PRECAST CONCRETE BASE UNIT - N / o'o, 0 O a o % :>o a SANITARY SEWER (GRAVITY OR FORCEMAIN PIPE TO MEET ASTM SPEC. NO.0-923 8Q 4,000 p.s.i. AT 28 DAYS, AIR- / \y\\ � t;.• c 4'-0" I.D. MIN. ° '. goo o..00„ "�d° ° og°°o., oIP ENTRAINED OR STORM SEWER (SHOP DRAWINGS REQ'D) o� X � . 2'PER FOOT \\�e1 � � \ \" 8"-12" CRUSHED STONE - #1 OR #2 \� �� *., CIRCUMFERENTIAL REINFORCEMENT /\j\/\j\j\j\j\j\j\/\j\j` NOMINAL SIZE OR GRADATION A.O.B.E. /�t. � °• 4 . :' ., o' : : °� 0.12 sq. in. PER LIN. FT. MIN. /./i�//, /.•\ \\..,,,,\,,, ,\\\\,\\�/.\//,� i SEE NOTES /_ SEE NOTES • "" NOTES: UNDISTURBED SUBGRADE OR ADDITIONAL ix \\j�\\i N ° co :.� ;:t::.•_;.- ° 4000 PSI CONCRETE BENCHWALL FOR FOUNDATION STONE A.O.B.E. // \.. �` +" d. o `: °: SANITARY MANHOLE AND STORM MANHOLE 1.) SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER. " NOTES: . 2.) ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO � \�\ ` ; .';�: ....:.- A.':,..:'., , ,.:.. A.O.B.E. (SEE DETAIL SA-4) '� HS20-44 WHEEL LOADING REQUIREMENTS. (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS') BOTTOM//// • ' • ;': x:'_y;:• � :: ' _�_,;:•. .�':_'.:' ✓`//2./ SIZE AND LOCATION OF PIPES SECTION - X /\\//\\\//� ;. �° •• . '° . °. . .• �, j//\��\�\ AS SPECIFIED TAINED,HEN INSTALLED WATER MAIN PARALLEL, SHALL BEALL IN SEPARATE TRENCH LINES ON AN UNDISTURBEDMINIMUM EARTH SHELFSEPARATION TOOF 10', EDGE ONE SIDE OF TSOEWEEDGE. WITH BOTTOM OF WATER MAINUM CANNOT BE IN 00 ' '/,' 'i\' °.9: • •• o\�//,/\// 8'-12" CRUSHED STONE - #1 OR #2 4 PRECAST CONCRETE MANHOLE UNDER 5FT DEEP 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, //��o•°: a • Qe. .o... o:.:' g.... ji/`Yj/ NOMINAL SIZE OR GRADATION A.O.B.E. SCALE: NTS OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO ./ / /\`%\%\\/\\%/\%\\/��o'�c>`v�o$°Q Qo. .<Q .o : .:: ,q�Qo oo/\/\j�\ ��. \ \ PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED ////\/j//\y//\/j\//./ oo o:, $�Q goa:o:o.o:,p. .o e\\//\/\,/\\ UNDISTURBED SUBGRADE OR ADDITIONAL EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. i,/�i`A//�.//' /i °BVO°Oo••:Q9:�:�ic4)d< m8'a.,.4:P:0oa. (3o ,//s FOUNDATION STONE A.O.B.E. NOTES: \//\\//\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\, EXISTING SEWER MAIN: i' ADAPTOR FITTING IF REQ'D END CAP FOR FUTURE PROPERTY LINE, R.O.W. OR TAPPING SADDLE CONNECTION EASEMENT LIMIT 1.) SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER. TO BE APPROVED TR D.P.W. Or 45. OR 30' BEND AS REVD UTILITY SEPARATIONS: PARALLEL AND CROSSING 2.) ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO NEW SEWER MAIN CONSTRUCTION: 2'x 4' x 24' PRESSURE TREATED HS20-44 WHEEL LOADING REQUIREMENTS. 45' OR 60' WYE OR TEE/WYE TO BE APPROVED BY D.P.W. • I�� SET PLUMB AT END OF LATERAL SCALE: NTS FLAGGED D PRECAST CONCRETE MANHOLE 5FT DEEP AND OVER \,�` � • �� SURVEY RBIBONTH LORREASY IDEESCENT NTIFICATION IF A BUILDING TRAP IS REQUIRED: COVERED/PERFORATED VENT OUTLET FRESH AIR INLET (3" MIN.) 0 SCALE: NTS SEWER MAINiii BUILDING SEWER LATERAL LATERAL ON PRIVATE PROPERTY - 6" MIN. SDR 35 PVC MIN. SCH. 40 PVC 4" CLEANOUT PLUG k B 2"t PIPE PROJECTION • CITY PROPERTY PRIVATE PROPERTY 4"(�IN. - - \_ I A INTO MH (TYP) tS ) 3"(MIN.) .. I I. .. PIPE WASH 2"± PER FOOT PLAN FINAL GRADE W 2'(MAX.) 4'(MAX.) 3"f - f f IF NO INSIDE CLEANOUT: ''° / (PLUS BACKWATER VALVE) v=i FINISHED GRADE REVEAL 4" WITH RISER TO GRADE I ire I� 4" CLEANOUT PLUG(S) A 3 A 3 A CHANNEL DEP1 A INN TION ___ __ NM Illi __ �, 0.8 PIPE I.D. T� / °+ . wTO PUBLIC SEWER / o�„ �� "� "� , :� INVERT z SLOPE: 2% MIN. (1/4" PER FOOT) TO 10% MAX. al 2% (1/4 INCH/FT) " IV, I i 1 I _�BUILDING DRAINIM -- -- 4 45' OR 30' BEND , 2"x 4"x 24" P.T. STAKE (MIN. SLOPE) AS REVD o �' i (SEE DETAIL SA 3) / IF RE UIRED: U IF RE UIRED SEE NOTE B SAWED HALF CONCRETE BEN CHWAI a ::::; PIPE BEDDING AS REVD APPROVED BACKWATER VALVE DOUBLE HAND HOLE BUILDING TRAP _ Q Q ( ) �� PIPE 4,000 psi MIN , •H. COMBINATION "Y" AND 1 8 BEND `I-I- FORM SMOOTH CURVE i i r� d UNDISTURBED SUB-GRADE WITH CLEANOUT OR RUNNING TRAP SECTION B-B / ..��° 45 �1 I • '(:.o\\.oC:'•• . \ 'e • ► *4 + `�1 FOUNDATION WALL B r I� ° ° APPROVED SLEEVE THROUGH II 4 FOUNDATION WALL _ I. ,_ a BASEMENT FLOOR ONE-WAY INVERT MULTIPLE INVERT Z 5 a yd 1 i 1-IVIII� IVIIII-IVIIIVIIIVIII1r PLAN SECTION o = - e FOOTING FORM SMOOTH NOTES: N. 1.5. cI -1�T ilT1T� ALIGN 0.8 DEPTHS OF DIFFERENT SIZE 1/2" PER FOOT (MIN.) CURVE 11 1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBILITY. 6" BUILDING SEWER(TYP.) 1. r 4" BUILDING DRAIN(TYP.) OM�� 'PIPES ' PITCH ACROSS MH INVERT IN 2.) CONNECTION TO 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. NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING ((�� 0.10'(MIN.) TO 2'-6"(MAX.. 4.) ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS. ��/ as I.D.r 1o.s I.I± 'r:.' '`::: ::.•••• CODE FOR ADDITIONAL INFORMATION. CC d t INVERT OUT SANITARY SEWER SERVICE STANDARD INVERT SMOOTH DROP INVERT FILLET © SCALE: NTS SECTION A-A BUILDING DRAIN LAYOUT 8 111BENCHWALL AND CHANNEL FOR SANITARY MANHOLE SCALE: NTS , SCALE: NTS OPPOSITE CURB LINE AS OPPOSITE CURB LINE AS PER UTILITY LAYOUT PER UTILITY LAYOUT TREE BELT DETAIL SS-14 OR DETAIL SS-14 OR < SAWCUT LINE - SEE DETAIL SS-6 1 4' MIN. " 4' MIN. FINISHED GRADE SEE PAVEMENT SECTION DETAIL SS-5 TRENCH WALLS LAID BACK PER OSHA REQ'MTS SEE NOTE SIDEWALK 12" OR SHEETING A.O.B.E. Fr.._ _ _ _ !---F-11 0-_-) CURB < ORIGINAL ASPHALT , O ,,, 1_ 71 1. °C ,,, WEARING COURSES IN PVMT IN TURF �al A ROADWAY , ,��d'��111`�w OOO�O\••� '^:: .71:;��;r;�r;�r;�;��;�r;�O;�r;�� 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH ,,,•• � l SII//// O/j/✓✓✓ • PAVEMENT BASE COURSE - ��►�� titi)titi ( titi5 r7 ri ti (I' ti ti•7tititi•)ti•HIII II `/, .�.� ��48#0°F....•. . . ��0 SEE NOTE 3 6" .A:•Ir"1 : ? A MECHANICAL e ; 7, STRUCTURAL ( ) BORROW: WELL GRADED INORGANIC ;. , °I.:1047%;741.9. MECHANICAL JOINT A.O.B.E.ION SUBBASESE NOTE 4COURSE 12_ °�s�, GRANULAR SOILS AND/OR ROCK, JOINT TEE • MAX. 1-1/2" SIZE, NOT MORE THAN GATE VALVE (TYP.) J 20% BY WEIGHT PASSING #200 SEE DETAIL W-1 FOR SPECIFICATIONS CURB BOX ORIGINAL SUBBASE COURSE °Eidiiiii SIEVE.OR NATIVE MATERIAL, A.O.B.E. MUELLER 5'6" ± MODEL H-10314 (IN TURF) Z (USE VIBRATORY COMPACTOR WITH 12" LIFTS) JOINT RESTRAINT (SEE NOTE 2) 0-OPPOSITE CURB LINE AS (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) ) F MODEL H-10334 IN CONCRETE WALK W PIPE ZONE BACKFILL - GRADATION SHALL BE: �_ W "WELL GRADED SAND WITH 3/4" MAX. PARTICLE PER UTILITY LAYOUT OUTSIDE CROWN a o r...isa SIZE AND NOT MORE THAN 10% PASSING #200DETAIL SS-14 OR 4' MIN. I o SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) PIPE SPRINGLIKECORPORATION STOP WITH I CURB STOP //////in,///%/ COMPRESSION FITTING �n MUELLER ORISEAL MODEL H-15209 COMPRESSION y////rtia /// W PIPE ZONE BEDDING - FOUNDATION STONE \� // //- /;//// a TO CONFORM TO N.Y.S. DOT. STANDARD o �L BOTTOM O.D. SPEC. 703-02 COARSE AGGREGATE MUELLER H-15008 MODEL H-15219 (W/ DRAIN) (SEE NOTE 2) - 3/4" OR 1" - SIZE AS REQUIRED (SIZE AS REQUIRED FOR 3/4" OR 1' SERVICE) I.D. + 3' MAX. I UNDISTURBED SUBGRADE OR , r' 'I EXTRA FOUNDATION STONE A.O.B.E. NOTES: TEMPORARY CAP OR PLUG 1. MAINS SHALL BE VALVED TO INSURE THAT WATER FLOW IS NOT INTERRUPTED TO MORE THAN TWO (2) (AS NECESSARY) NOTES: HYDRANTS AT ANY GIVEN TIME. 3/4" MIN. SIZE TYPE K 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. Y, 45° COPPER PIPE 1. STREET OPENING PERMIT IS REQUIRED 2. JOINT RESTRAINT REQUIRED A.O.B.E. (TYP.). UPON PRIOR APPROVAL OF CITY ENGINEER, CONTRACTOR HAS0 /OR SIZE AS REQUIRED DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 THE OPTION TO USE MEGALUG SERIES 1100 SD WEDGE-TYPE MECHANICAL JOINT RESTRAINT AS MANUFACTURED ''f? 2-1/2" SIEVE - PASS 100% BY WEIGHT BY EBAA IRON, INC. WATER MAIN SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1-3/4" SIEVE - PASS 95-100% BY WEIGHT 3/4" OR 1" COPPER TUBING (TYPE K) ' OR C.I. FOOT SOLID CONC. BEARING BLOCK 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE 3/4" SIEVE - PASS 60-75% 1/4" SIEVE - PASS 25-45% (SIZE AS REQUIRED)OR '~� SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING #�000 SALTERNATE VALVE LAYOUT SIEVE - PASS 3-12%IEVE - PASS 0 % c V S 1" SIEVE, 0-15% PASSING 100 SIEVE. SCALE: NTS NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON N.Y.S. DOT STD. 304, TYPE 2. IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. FIELD CONDITIONS. PIPE TRENCH SECTION WATER SERVICE 9 © SCALE: NTS SCALE: NTS SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT SCALE: No.:- ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE CITY OF SARATOGA MJ PROJ. No.:987.04 1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJWji PROFESSIONAL, (I.E.) ARCHITECT FOR AN Engineering and DATE: JULY 2021 No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A Land Surveying, P.C. DETAILS CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C-504 OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS % i LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK File Name: C:\Users\aborza\AppData\Local\Temp\AcPublish_103508\C-500 DETAILS.dwg (Layout: C-504) Date: Thu, Oct 14, 2021 - 1:59 PM (Name: aborza) BROOM FINISH PERPENDICULAR TO WALK NOTES: NOTES: ,; ',} ;:_.. ;.: BROOM FINISH PERPENDICULAR TO WALK -_•.. ...-..,,.. EXPANSION JOINT SPACING - k`'`'�''"':'" ``', 6" CONCRETE - SEE CONCRETE 20'-25' O.C. 1. CONCRETE SHALL BE 4000 PSI. SEE DETAIL SS-7 FOR 6. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: `t°='NI;I.'`•��' = `': ` =- 4" CONCRETE - SEE CONCRETE `-• �- `••-•' •°�~,*�,••'�•:•, AIIIIIIIiiiir SPECIFICATIONS - DWG. SS-7 CONTROL JOINT SPACING - OTHER CONCRETE SPECIFICATIONS. _ _ ::s`j:"ii'`; ?>' - SS-7a V± LD (W + I.D.) I.D. '� SPECIFICATIONSDWG. a. 4. 5' O.C. NOMINAL 81 a:'.. p. o CROSS SLOPE 1/8" TO 1/4" .�,. `;' ;, >:. ... ::. -- ..' :.::�.:..:'...:. _ _. ` .. . 6" X 6" N0. 6 6 WOVEN WIRE MESH d: � •. WHERE: 6,. Kw:t' :: 2.,:,: �:` is; ;; «'; :"` k;;.• ,. O / Concrete �.;,.;;