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Home My WebLink About20210755 269 Broadway Site Plan Revised Plans269 BROADWAY CITY OF SARATOGA, SARATOGA COUNTY, N EW YORK MARCH 30, 2022 COVER C-001 vam PRELIMINARY SUBMISSION JULY 26, 2021 NOTES & LEGEND C-002 S' P ,,,, SECOND SUBMISSION OCTOBER 14 2021 EXISTING CONDITIONS PLAN C-100r;�"� +� 4'Vr. st rti y° y HiQY�Ra¢k THIRD SUBMISSION JANUARY 20 2022 REMOVALS PLAN C-110 " �Me ""' FORTH SUBMISSION FEBRUARY 25 2022 LAYOUT PLAN C-120 ® Van6am5l ir �Q Wdltan Y:,h?:¢ FIFTH SUBMISSION MARCH 30 2022 GRADING & DRAINAGE PLAN C-130 r a 5`„ i t�1iLfi�..:.:.: - SIXTH SUBMISSION MAY 18 2022 SPOT GRADING PLAN C-131 UTILITY PLAN C-140 LIGHTING PLAN C-141 EROSION CONTROL & LANDSCAPING PLAN C-150 PARKING LAYOUT TURNING MOVEMENT PLAN C-160 °,H Spring St HAMILTON/W CIRCULAR INTERSECTION PLAN C-161 3 u WORK ZONE TRAFFIC CONTROL PLAN MPT-1 WORK ZONE TRAFFIC CONTROL PLAN MPT-2 Nd� SITE PLAN DETAILS C-500 CircuL!� dF, s SITE PLAN DETAILS C-501 vJ O °�,, h U SITE PLAN DETAILS C-502 SITE PLAN DETAILS C-503 CITY OF SARATOGA DETAILS C-504 y "ors ¢at.1 Y CITY OF SARATOGA DETAILS C-505 CITY OF SARATOGA DETAILS C-506 I r)rATIr)Kl RAAP SUBMITTAL / REVISIONS ■, THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THEDIRE TION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER • - LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEWYORK STATE EDUCATION LAW ANDI.R REGULATIONS AND IS A Engineering and • • Surveying, 1533 Cre5cent Road - Clitton Park, NY 12066 269 BROADWAY COVER PRIME GROUP HOLDINGS CHA AND CITY COMMENTS ©�CITYcomrAENTS DPS COMMENTS r-r-WRwIl �-m CITYCOMMENTS CITYcomrAENTS LEGEND EXISTING PROPOSED O BENCHMARK ® SANITARY MANHOLEE;�zf - 101 CONTROL BA SANITARY CLEAN -OUT VALVE O C.I.R. CAPPED IRON ROD RW ® CATCH BASIN O I.P. IRON PPE ® STORM MANHOLE i I(,\ . © SANITARY MANHOLE WATER SHUT-OFF VALVE ••�I +��I•\✓� i�� III ❑ n ��lll fe CATCH BASIN LIGHT POSE •�j•,••••• •S STORM MANHOLE ❑ WALL MOUNTED UGHT ,��J ® UNKNOWN MANHOLE QED' TREE �W/ K�S�•• \. �. 4 FIRE HYDRANT O O SHRUB A CATE VALVE i SINGLE POST SIGN { < O 1I p ELECTRIC METER DOABLE POST SKIN 4 r� SITE ® ELECTRIC JUNCTIDN BOX BENCH © TELEPHONE BOX I— INLET PROTECTION N (IN -PAVEMENT) 0 UTILITY POLE I - INLET PROTECTION {� DECIDUOUS TREE (OUT -OF -PAVEMENT) v SINGLE POST SIN X ELEV SPOT ELEVATION v� DOUBLE POST SIGN X OBJECT REMOVAL TRAFFIC CONTROL BOX PULL SS SANITARY LINE G Q TRAFFIC CONTROL SIGNAL POLE LINE W WATER R LNE a BOLLARD c— GUY WIRE E BECIPoCLINE ZONING MAP 16, CURB STOP c GAS UE ® BENCH MINOR CONTOUR m GAS METER MAJOR CONTOUR INST—ED: INSTITUTIONAL 4- GAS MARKER RAILING EDUCATIONAL UTILITY MARKWT POINT SF SILT FENCE GAS VALE FEATURE UNE REMOVAL T-6: TRANSECT ZONE 6 z LIGHT POST x x x x x x x x x UTUTYREMOVAL URBAN CORE BUIDNG LINE _ +90.0 SPOT ELEVATION ASPHALT PAVEMENT MINOR CONTOUR RADMNT HEATED CONCRETE SDEWALN SITE INFORMATION MAJOR CONTOUR sr SRTRM LINE FROM SEATWALL ZONING- T-G TRANSECT ZONE B IN OVERLAY DISTRICT ss SANITARY LINE PLANTING BED PROPOSED USE: RETAIL, OFFICE AND RESTAURANT ALLOWED USES IN T-S ZONE f ELECTRIC LINE REWIRED PROPOSED VARIANCE REWIRED ✓ WATER LINE PLANTING BED (SECOND FLOOR) MA7/MUM HEIGHT: 70 FT 70 FT NO MINIMUM x BUILD CUT ALONG FRONTAGE: BOX 99% NO ELEC. TELE.r CONN. LIE GREEN RODF AREA CITY SETBACK REDUIREMENTS flE0111RE0 PROPDBED VARIANCE REQUIRED GAS LINE FRONT BLDG. SETBACK: D NIN TD 12' MAX 0 FEET NO ASPHALT REMOVAL SIDE NOG. SETBACK: 0' D FEET NO — —�—�— METAL RAILING REAR BLOC SETBACK: 01 +/- 2 FEET NO PROPERTY LINE ® CONCRETE REMOVAL PARKING REQU ADJACENT PROPERTY LINE CONSTRUCTION ENTRANCE SITE IS LOCATED NIIH T-G Il11E SO PARKING PER SECTION 6.22 REWIRES Q PARKING STALLS VARIANT REQUIRED PROPOSED 70 PARKING STALLS (UNDERGROUND) NO SCALE: SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT Na - Na. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL ANY WAY, UNLESS DONE UNDER THE MJ PROJ. Na.:987.04 DIRECTION OF.) COMPARABLE 1 10/14/2G21 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW PROFESSIONAL, (I.E.) ARCHITECT FOR AN Engineering a n dDATE: JULY 2021 ` NOTES � LEGEND 2 11/16/2G21 DIPS COMMENTS AB WL 11/16/21 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER Land Surveying, P.C.r 3 11/16/2G21 CITYCOMMENTS AB WL 01/20/22 DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A 4 G2/25/2G22 CITYCOMMENTS AB WL 02/25/22 CHECKED BY: WL LANDSCAPE ARCHITECT, IS AVIOLATION 5 G3/30/2G22 CITYCOMMENTS AB WL 03/30/22 OF THE NEWYORK STATE EDUCATION 1533Cre5centRoad -ClilfonPark, NY12066 PRIME GROUP HOLDINGS C-002 LAW AND/OR REGULATIONS AND IS A 6 G5/18/2G22 CITYCOMMENTS AB WL 05/18/22 CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK 291 / W I p N 16 -- 291.2 t LANDS N/F '^ p / THE SARATOGA HOSPITAL ' I CD / BOOK: 2012 PAGE: 76471 M TAX ID: 765.75-7-4.27 I ' p p LANDS N/F = N / I GLOVERSV7LLE FEDERAL SAVINGS sqN. un B I P I AND LOAN ASSOCIATION ' CD RIY=191 B6 N'� A BOOK: 1040 PAGE: 35 Z wKA)-2B].&I, 12"LLAl 8• PAPoONa' TfP I I l TAX ID: 765. 75-i-4.7 1NKe)=2B4. J2. ;2 'A I / 291.4 + I I / TCH BASIN 6 I I r / b 0 _291.81 I ' / KA)-289.55, 12'RCP 2-siORY N � ONNECRON NOT ENOENi I BRICK BULLOwG a -2 NH s 5 �l =S-289.18 I / A CATCH E ACCESS CATCH BASIN 4 FOR CATCH BASw 8 A)-)-2s I siORN NH J 3 " CATCH BAsw ] RW-292.2J O wV(A)-28 J.84, 12'HOPE RW-291.15 wKB)=28J.9J, 12'HOPE I KA)=28B.52, 18'RCP wV(A)=288.]2, 12'HOP£ INNK'9)=28B.8 J, 12'HOPE ' ' wKBf=1Bfl15, 12'HOPE INK9)-28fl92. 15'HOPE I N2 \�\\T\ FFE�29288 I s-Nn2 / 3 W +\ Sr 6 J I RM-292.. ``-292 \ INIK(C)-28fl9J, 8?PME 2 • ¢j 92 sJ I �F 292.0 ��sT �J � SAN. NH I p l I i d B1 I / 1A) TI . KA)-2BB.11, 8-PVC CPs 1 PAIOBMi LOT s 0 1NKB)-28fl28, 8'P40 / EL:29148' 29� l u•�. � 292-,� 292.5+s sT� �m nwc ppe a MM FFE=295.42 RAI Nns. la -29 Ns6,M.. IB'cur wK�L)KA)-2 190.BJ. 10'CLAY Ar rve.1 2 294.3 sEE ESENENrvB1E 6F' E I ✓ / I eRMK aulLowc j - 3 + 296.0 _ -sravr � •I - �, 1RANsroaNEvs � ��t- � � 1 � � S ��S ❑ / g 95 _ -Z ro I / 295.3 \ / 2 i� _ / 293 N DEED REFERENCES: I / 1. 519 BROADWAY, LLC TO 269 BROADWAY SARATOGA, LLC, DATED OCTOBER 15, I gR ti ® e �/ �`) 1 I �,• I / 295.9 +/ -?Bf.Op' 2079, AND FLED IN THE SARATOGA COUNTY CLERK'S OFFICE ON OCTOBER 18, + 295.4 / PM. 1: / R 2079 IN LIBER 2079 PAGE 29745. 2. MARY J. COXE AND GEORGE F. JONES, AS TRUSTEES TO THE LAST WILL AND W / h TESTAMENT OF MARY J. JONES TO ST. PETER'S CHURCH, DATED MAY 77, it1 BpABB 24• pAAINT / / / O 2g8 7907 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON MAY 29, 3 / 96 �"- - \ BENCHMARK NRK H2 7907 IN LIBER 267 PAGE 477. X_CUTCATCH BBAsgry 'a �n / / ^ / ) 1 2 HYDRANT NHOA wV-289.sA 12'RC1 i'� / ELEV=300.78' MAP REFERENCES: 61�/.Y / / /rye // // _ I � N. 7. MAP TITLED "BOUNDARY AND TOPOGRAPHIC SURVEY OF LANDS TO BE W 92 \244 269 BROADWAYS SARA TDGA LLC / / / 9g CONVEYED TO 519 BROADWAY, LLC", PREPARED BY THOMPSON/FLEMING LAND CL7v. f BOOK: 2079 PAGE: 29745 / / / -2 / SURVEYORS, DATED JANUARY 2017. BENCHMARK .11 ) �H�18I q -' �'<294,6 / TAX ID: 765.75-1-7 / 1p / 2 ' RR SPIKE IN WEST- FACE ' ' ' ' ',r.'.' $'78.� N -- _ (M.R. j'7) LJV.6 30' I 2. MAP TIRED "MAP OF A PORTION OF THE PROPERTY OF ST. PETER'S CHURCH, OF UTILITY POLE y M .� IJ 7.. :24' ¢) ?¢' 47•K. + / / / I jy[ SARATOGA SPRINGS, N.Y.", PREPARED BY S.J. MOTT CE, DATED JUNE 13, ELEV=295.44' p N 3 , , , , , , , , / / / / / ) L p y 7923 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE IN CARD NO. 7, t 3 , , , , , , , , , , ,, , , , , , , ' ',,� POCKET NO. 7, FOLDER NO. J. MAP NO. 4, FILING DATE IS UNKNOWN. ........+ 295.£... J^� �'• 295/ ' T; /' ' ' ' ' ' ' ' , I / /0 / /'�� 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. 5 I I .. . _ - - / / ENGINEERING AND LAND SURVEYING, P.C., DATED JANUARY 75, 2020. u N 1.n BaA9B....� +296- / / / ................. ...... ..... ............... N.......... ....... ..... ........... -... ..... 2ae1!Y,Yi... / y^ ) EASEMENT NOTE: / . . gB1CH / / /2 ) _ o-} I. UTILITY EASEMENT GRANTED TO NIAGARA MOHAWK POWER GROUP DATED 1 ' ' ' ' ... ' ... ' ' ' ' ' ' ' ' 'i'�'h' NOVEMBER 73, 7979 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE }y ........... ........ ........ .......... I 296 B ?4' ¢ :. ','I..�.-.-., / �' / 3 `z h W ON MARCH 7, 7980 IN LIBER 1004 PACE 1148. ...... '...4'.�'.'.'.'.'..... .. ... ./`. i N '...... .... .. �. .... .... ..� ... y26 ¢; 50' I GENERAL NOTES: ffee 3 W' 298..4....... �.i......../ /,7� a I �F g+ / + 296.4 _ gosra_r........... �:........�.� r �i d . EggE ENTJ.......�/.... [p J 2 1. NORTH IS ORIENTED TO GRID NORTH FROM CPS OBSERVATION. d I I PAPoBHO LOT 2 2. HORIZONTAL DATUM REFERS TO THE NORTH AMER/CAN DATUM OF 1983 y I .297 2973 + I .......300:3 ./ . . I... 3 / .. ..... .... ..% . / .. OP5 (NAD83/2011), NEW YORK STATE PLANE EAST ZONE (3101). ... ........ .. 0�.. ....../ .f 89J.4W cp }899.BN ' ' / ' 3. VERTICAL DATUM REFERS TO NATIONAL GEODETIC VERTICAL DATUM OF 7929 sTLRN gas 29 I ��- ASPHALT / ....... ........... J... (NGVD 29). _ PARIBMJ LOT ' � � � ^ � C . ' 3 3 (UNABLE i0 OPEN) Vp + 298.4 •/ / ��' ¢•�1'.'''..,,�0.) 303- 4. CONTOUR INTERVAL = i FOOT. 298 / / / �" ........-/. m� N 5. INFORMATION SHOWN HEREON IS FROM A FIELD SURVEY COMPLETED BY M.J. / . .` ENGINEERING AND LAND SURVEYING, P.C. IN SEPTEMBER-OCTOBER 2079, DECEMBER 2020 AND FEBRUARY-MARCH 2O27. • / C /� / / - // 6. UNDERGROUND UTILITIES SHOWN HERON ARE BASED ON SURFACE EVIDENCE sAN. un 1s N / ----30 ' I y AND INFORMATION RECORDED DURING CONVENTIONAL SURVEY METHODS. THIS RW-295.SB '96 3�-i 1,-Iflj Lc 1NKA)-2B82a 72'11Ar �� / - / ❑ MAPPING DOES NOT PURPORT TO SHOW ALL UNDERGROUND UTILITIES ON SITE FFE', g -304' y AND IS SUBJECT TO FIELD VERIFICATION. wv(e)=28e.9], to aqr / / 300 B _304 ` ro wv(c)=2BB.4a 72'CLAr 12. �. ' / 298.0�� / z '- ¢ � j 3 WC) / / / ,� Off, .p 7. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS MAP IS A V70LA TION OF / / W / - �30S /I d / SECTION 7209 OF THE NEW PORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS SEAL AND SIGNED WITH CATCH BAsw 17 / Muss J'�$' INK SHALL NOT BE CONSIDERED TO BE VALID COPIES. RW-295.84 I / rvv=2s1.41. 2'RCP / / / B. SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE. SURVEY IS SUBJECT TO ANY INFORMATION THAT AN UP TO DATE TITLE 299.REPORT MAY DISCLOSE / . / 7 FFE=30064 O SCALE: SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT Na.:- Na. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL ANY WAY, UNLESS DONE UNDER THE MJ PROJ. Na.:987.04 DIRECTION OF A COMPARABLE DATE: JULY 2021 1 10/14/2021 CHAAND MENTSCOMMENTS AB WL 11116121 CHIEF DESIGNER: AJW PROFESSIONAL, NEERFORARCHITECT ANENGIFOR AN Engineering and p ('` EXISTING CONDITIONS 2 11/16/2021 DPS CITYCOMMENTS AB WL 11/20/21 DESIGNED BY: AJW ARCHITECT,LANDSCAPE ARCHITECT ENGINEER Land Surveying, P.C. 3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A 4 02/25/2022 CITYCOMMENTS AB WL 02/25/22 CHECKED BY: WL LANDSCAPE ARCHITECT, IS A V 1 0 LATION 5 03/30/2022 CITYCOMMENTS AB WL 03/30/22 OF THE NEWYORK STATE EDUCATION 1533 Crescent Road- Clifton Park, NY 12066 PRIME GROUP HOLDINGS C-100 LAW AND/OR REGULATIONS AND IS A 6 05/18/2022 CITYCOMMENTS AB WL 05/18/22 CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK I � 'U h 6 3'ASPHALT REMOVAL --- -EMI o ' — ........ UTILITY REMOVAL. x' FEATURE LINE REMOVAL X "AY OBJECT REMOVAL (,i) 290 REMOVE IURB-�_r MILL ASPHALT AREA is * A. N-1/1 LANDS N/F GLOVERSOLLE FEDERAL SAVIN S AND LOAN ASSOCIATION BOOK. 1040 PACE 35 TAX ID 165.75-1-4.1 rrCATC2 ��W-25 32. 2_11 (/REMOVE ELECTRIC TRANSFORMERS AND POWER UNEI, TEMPORARY POWER RELOCATION MAY BE REQUIRED BY NATIONAL GRID UNTIL TRANS - IS INSTALLED IN PERMANENT LOCATION. FE ._SHALL COORDINATE WITH NATIONAL GRID AS REQUIRED SEE SHEET C-140 REMOVE TELEPH6Ni S_ NH r REMOVE AND RESET PARKING SIGN(S) -REMOVE AND RELOCATE LIGHT FIXTURE I - REMOVE AND RELOCATE 29251, LIGHT FIXTURE FFE-295,42 -2 d.. SS )NlfA)-2di).4A 70"CLAY j NWB)irM. 10- fC)=29067, 10 21 + 296,0 1-y REMOVE/ABANDON SEWER LATERAL PER CITY RECUR ENTS (Dx SIGN ` ( ' 29)\ +gip DISCONNECT WATER SERVICE TOMAIN PER CITY REQUIREMENT. REMOVE WATER LATERAL AND VALVE REMOVE AND RELOCATE BUS SIGN g 2953 2959 +/ -2640Z, CONTRACTOR0VEDON.GSp UNE TYP. + 295,4 To FOR COORDINATE A% NATIONAL GRID OF GRAM; 298 UNEREAMOVAALLVE REMOVE Ec"M Do RW-211 _PARKING dA 12' LANDS N/F 269 BROADWA " SARATOGA LLC ItN. : : ::': 130OK: 20? 9 PACE. 2.9 745 BENCHMARK X1 . . ...... . i : TAX ID: 7 -1-7 mid ........... REMOVE TREE4; (M 65.75 RR SPIKE IN WES R. 11) T- FACE 6 OF UTILITY POLE ELEV=295.44' 2 . 9 . 5 7. /REMOV,7 E UGHT FIXTURE 300 - — - - - - 296.7 ......... REMOVE BENCH, TYP. ..... ...... ... ... 296,_ ....... ... ......._.ate / / 01 y ' I REMOVE AND RELOCATE h ' ,�UGHT FIXTURE ...... ........ 7- ... .... ........ ... + 296,4 REMOVE AND ...... .... . .. LIGHT FIXTURE A d ' pMXWG LOT REMOVE TEMPORARY ELECTRICAL SERVICE. . .... ....... . ... .. .. ... ... ..... AND RESET SIGN ........ ....... — $ / ............ UGH NG CONNECTED TO SERVICE SHALL BE . -.j. U REMOVE AND RELOCATE XJU RE TIED INTO MO — BUILDING O l... .... ,SHALL........... REMOVAL COORDINATE WITH NATIONAL GRID FOR R PARKING ... `.. .... �.I (X1 3 3 / + 29B,4 0, ' u /�xo. 298 1111061or d.—Ad J0j- \ - fA)-28d.28. 72CLAY --304 ;�I�IA y y y hm 2W: a 298.0 4� AYY6�1 ?2' II /' Ml GRASS C BAW1 117 -- .1-1.41. 12_n.4 14 / / 1 I / 299, FIE-300 64 6 6 29112 + LANDS NIF THE SARATOGA HOSPITAL BOOK 2012 PAGE. 76471 TAX ID: 755.75-7-4.27 ti PARKW INP. 291,4+ (A)—d-, 72-RCP —Y li. T T STORK .2 ]1 f .A.-- A— 1—�IAT!l BASIN 4 211, 4, �NV(A) A7.84, 12'HDPE V(B)=28ZdZ 72--E REMOVE AND RESET HOSPITAL SIGN REMOVE ' / / RELOCATE Sr (4 UGl ANDRE 292 1 REMOVE El VE AND AND RESET PARKING SION(S) — - I REMOVE AND RELOCATE UGHTFIXTURE REMOVE AND RESET PARKING SIGNS) RZ OVE AND 292— 'SCALE SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT Na.:- Na. DATE DESCRIPTION BY REVIEWED BY DATE PROJ. MANAGER: WL ANY WAY, UNLESS DONE UNDER THE MJ PROJ. N-987.04 DIRECTION OF.) COMPARABLE I 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 2 11/16/2021 DPS COMMENTS AB WL 11116121 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER REMOVALS PLAN 3 11/16/2021 CITYCOMMENTS AB WL 01/20/22 DRAWN BY AJW OR LANDSCAPE ARCHITECT FOR A Land Surveying, P.C. 4 02/25/2022 CITYCOMMENTS AB WL 02/25/22 CHECKED BY: \AIL LANDSCAPE ARCHITECT, IS A V 1 0 LATION 5 03/30/2022 CITYCOMMENTS L 03/30/22 OF THE NEWYORK STATE EDUCATION 1533 Cre5cent Road - Clitton Park, NY 12066 PRIME GROUP HOLDINGS C-1 10 B W LAW AND/OR REGULATIONS AND IS A 6 05/18/2022 CITYCOMMENTS I AB .5/l./22 CLASS "A" MISDEMEANOR. I CITY OF SARATOGA NEW YORK -j L ffi SIDEWALK SUGGESTED SIGN GN RELOCATION, SEE 1 -505 TYPE 3 GRANITE CURB, TYP. SEE DETAIL 8/0-505 ADA ACCESSIBLE CURB RAMP, SEE DETAIL 8/0-500 35 LF WHITE TYPE LS CROSSWALK SEE DETAIL ID/C-500 PROPOSED "NO PARKING ANYTIME' SIGN TO BE MOUNTED ON UTILITY POLE MUTCD# R7-1, SIZE-1r.18" PAVEMENT STRIPING, HATCH 11 LF e WHITE EDGE LINE 11 SF HATCH SEE DETAIL 11/0-500 SAWCUT ASPHALT PAVEMENT. R SEE DETAIL 3/0-505 FLUSH CURB THROUGH DRIVEWAY, SEE/DETAIL PROPOSED "NO PARKING LOADING ZONE" SIGN MUTCD# -6. SIZE SEFDETAL PROPOSED NO LEFT TURN SIGN MUTCD# R3-2, SIZE-2ex2e SEE DETAIL 9/C-505 F&ISTANDARD ASPHALT PAVEMENT,-__—, SEE DETAIL 5/C-505 MOUNTABLE CURB. SEE DETAIL 13/0-500 FLUSH CURB THROUGH DRIVEWAY SEE DETAIL CONCRETE DRIVEWAY APRON, SEE DETAIL 6/0-505 SUGGESTED BUS SIGN RELOCATION, SEE DETAIL 9/C-505— AN xk LANDS NIF ME SARATOGA HOSPITAL 1300K 2012 PAGE. 76477 TAX ID: 755.75-7-4.27 PARN41'C" IOU. 2- I-Y BRICK BULLD41'G DOSING HOSPITAL SIGN TO BE RESET SEE DETAIL 10/C-5DD S"TCHGEAR PAD' TYP. FSEE DETAIL 6/0-500 BOLLARD TYP SEE DETAIL /6-503 /—FRY GREASE RECEPTACLE —LOADING AREA AND DUMPSTER El Hm r I SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRE TION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEWYORK STATE EDUCATION LAW ANDI.R REGULATIONS AND IS A CL SS "A" MISDEMEANOR. Engineering and Land Surveying, P.C. Q7 1533 Cre5cent Road - Clitton Park, NY 12066 I 269 BROADWAY LAYOUT PLAN PRIME GROUP HOLDINGS CITY OF SARATOGA NEWYORK CHA AND CITY COMMENTS =1111111111MR-RIIIII DPS COMMENTS CITYcomrAENTS FrEffmwk, �_m =W91IMM =W09-YR-M CITYCOMMENTS CITYcomrAENTS CITYCOMMENTS 291.2+ LANDS NIF ME SARATOGA HOSPITAL b BOOK 2012 PAGE. 76477 TAX ID: 755.75-7-4.27 ASPHALT PAVEMENT RADIANT HEATED —CRETE SIDEWALK / ' < SEAT WALL LANDS N/F GLOVERSO LLE FEDERA PLANTING BED L SAVIN S AND LOAN ASSOCIATION co) ml OK. 1040 PACE 35 X ID 165.75-1-4.1 PLANING BED (2ND FLOOR) TA C) GREENRODE AREA @ 291.4+ 2BASN e I ' 12- 2-SiURY ONNECRDN .1 I—T 64J 51 (D) —2. MAIATCHACC-3. _Sr FOR S— 43 CATCH BASIN 4 12-1— / CATCH A- I RW-N2.27 -(A) 21— �H(A)_z W �V(B)-2Z 72-HDPE WV(A)=22. 72"MPE Wv(.)=. w— wv(C) viCp w, FFE-2 .92.88 2 MATCH E70STING SIDEWALK- 12', —s7 (A) STORMWATER PLANTER sl SEE DETAIL 2/C-503 S7 (A) 1� (C) STORMWATER PLANTERS, OF 2 SEE DETAIL 2/C-503 292.5+ i ' sr DCBI: NV 01-2 TF. 93 FFE-295.42 D'3500 @ SEE DETAIL 6 0 /C-502 57 LF OF 2"HOPE 7112 0 0.5= .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. . . MATCH EASTING SIDEWALK El -297--- 4 LF OF 6* HOPE 0 1.00X 22 LF OF 12* HOPE . . . SEE DETAIL 2/C-502 0 1.00X N 298 CATCH 4 LF OF 6" HOPE 0 l.DOX BENCHMARK d2 =294.1a 4 SEE DETAIL 2/C-502 DMH2: sr TF '297.90 INV IN: 292 98 LANDS NI/F 3 LF OF 6* HOPE 01.00% INV OUT..292* 269S ROADWAY SARAT LIC SEE DETAIL 6/C-55DB T K:2019 PAGE. 29- SEE DETAIL 2/C-502 -2 3 X ID: '651-5 1 7 RR SPIKE IN WEST- FACE (up. #1) �',�(2) 45- BEND Il -10" STORMWATER PLANTERS, TYP. OF 2 OF UTIL TY POLE 14 + SEE DETAIL 2/C-503 ELEV=2195.44' DMH4 (DOGHOUSE STRUCTURE) TR 294.60 INV IN:259.70 (16' RCP) 300 INV GREEN ROOF AREA:4536SF N IN: 290.00 (12- HOPE) 12* TEE I OUT. 289.70 (16" RCP) Z� INV'.29 .32 SEE DETAIL 1/C-503 NV I (CONTRACTOR T02VECRIFY ) / - cll,,,,, ,,, / _5D2 120 LF OF 12* HOP SEE DETAIL 01.00 ST — 4i - / I i js 37 LF OF 6" HOPE 0 1.00% 95 STORMWATERPLANTERS, TYP. OF 4 DETAIL 2/C-502 SEE DETAIL 2/C-503 AN Z5 DCB3: 3;x 6 LF OF 6" HOPE 0 l.DOX v TF.295 05 DCB2. r,( INV OU�F.291.40 '29 TF. 7 00 SEE DETAIL 2/C -502 L SEE DETAIL 6/C-502 INV IN: 29i52 INV T. 292.52 27 LF OF 12" HOPE 29 7, + SEE DETAJCL)U6/C-502 — 0 I.00x 2 LF OF S* HOPE 0 I.00X SEE DETAIL 2/C-502 STORKJ5 DIAH3. HDPE_ TR 294.70 36 LF 12'" HOPE 3- INV IN: 290.22 0 1.00X @ INV IN 08 291-0522 (2) 45- BEND 71 LF OF S* HOPE (2) 45- BEND INV OUT. 290 SEE DETAIL 8/C-5D4 ,fig- SEE DETAIL 2/C-502RE'`5 LF OF 6* HOPE 0 l.ODX z SEE DETAIL 2/C-502 STORM DETENTION S TEM 296 SEE DETAILS 4 5 -5503 DIMH I —-3()4-- 1�' ALP 298.06 ,� TR 300.98 NV IN:292.98 '_01 INV OUT. 292.96 STORMWATER PLANTERS, TYR. OF 3 jo. SEE DETAIL 6/C503 - CATCH B 17 SEE DETAIL 2/C-503 MATCH EASING SIDEWALK .41. 1'RCP 299.. FFE=300.64 305- / / Y ' zoIoo za 'SCALE SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT Na.:- INC. DATE DESCRIPTION BY REVIEWED BY DATE PROJ. MANAGER: VVl_ ANYWAY, UNLESS DONE UNDER THE MJ PROJ. N-987.04 1 10/14/21321 CHA AND CITY COMMENTS AB WIL 10/14/21 CHIEF DESIGNER: AJW PRODIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN Engineering and GRADING & DRAINAGE DATE: JULY 2021 2 11/16/21321 DIPS COMMENTS AB WIL 11116121 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER 3 11/16/21321 CITYCOMMENTS AB WIL 01/20/22 DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A Land Surveying, P.C. PLAN 4 32/25/21322 CITYCOMMENTS AB WIL 02/25/22 CHECKED BY: \AIL LANDSCAPE ARCHITECT, IS A V 1 0 LATION 5 33/30/21322 CITYCOMMENTS AB WIL 03/3 0/22 OF THE NEWYORK STATE EDUCATION 1533 Cre5cent Road - Clitton Park, NY 12066 PRIME GROUP HOLDINGS C-1 30 LAW AND/OR REGULATIONS AND IS A 6 35/18/21322 CITYCOMMENTS AB WIL 05/1�1 CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK RADIANT HEATED CONCRETE SIOEWAD< SEAT WALL PLANING BED 292,Z 92 t 291 292. -"QI 293A 2014o'e �zs. \ Zyt ' LANDS NIF 291.2+ ME TOGA HOSPITAL BOOK 2012 PAGE. ?647? TAX ID: 755.75-7-4.27 GLOVERSIALANDS ERAL LLE FL SAVINGS AND LOAN ASSOCIATION BOOK. 1040 PACE 35 291.4+ TAX ID 165.75-1-4.1 Tol MAVN I ' I(A)--... IV- 2-SI-Y T. NOT -T MA -A- ACC-3. CATCH BASIN 4 FOR _CATCH IIA- 43 -2` 4' CATCH A- I .�IA 7��.. 2 7 2:- wv(A)=2-2. FFE-2-92.88 WV(.)=-, IV- 2 2.. 292. - IN IM)=-.. 12-1- 212.1- 93- �70"�A16 �� I / I � Dl 20 45 rIFFE-295.42 95 @ L33 0 - rn 71 296.0 29A go 295.9 20 269 RROAD 'DS NI/F XA LIC 91; S 1 BOOK: 2019 PAGE. 29 -299-- FFF-'297.25 TAX ID %,",5-1-7 (up. #1) 3D(L 35 24' -1.6 / / i 300. 45 130" 13Q 294.33 94.83 294. -- 297.25 TC:29&.1 204. 7 5 29 BC: 294.. 294,72tit3. 7.2D TW3:3DD.W 300 BW&'297.50 .07--N ,M .07 T(II.29&20 29 .20 297.W 29 -- 297.6D 290.2D 29&60 70:300.20 x --- --- TO: 301 T*** 2" 1 M�m BC:3D(;7.D BW4,. 2.7 '299. BQ 297 6D TW41 TW4. 299.5D TC:3D&2D 6 j17 W4.297.20 70:2".20 W. 302.60 29 41 TW4.. qj 297. 20J29 6D 3D2.8D BW4'. 29 �25 W2.299-50 302. 21 99-60 3DI.2D 11 BW2:3 3D -29& TG` TV 296�4 BW4.297.20 BW.29& M29 300.20 .301.60 TWIMAD TC: 29 L TQ 29 30 297-3 + 8c: 299 8WIr T 3D& 21) .3D2.60 STMIA W J5 Ta 0_) + 298.4 BQ29 .25 .30 303 - - - @ elacacr .30 .20 43 30.3- 3D4.29, El 304--1 t� MEC) -101- CATCH B- 17 305 299.. FFE=300.64 / ' x 'SCALE SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT Na.:- Na. DATE DESCRIPTION BY REVIEWED BY DATE PROJ. MANAGER: WL ANY WAY, UNLESS DONE UNDER THE MJ PROJ. N-987.04 I 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW PROFEDIRECTIONSSIONAL, (I.E.) ARCHITECT FOF A COMPARABLEOR AN Engineering and SPOT GRADING DATE: JULY 2021 2 11/16/2021 DPS COMMENTS AB WL 11116121 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER 3 11/16/2021 CITYCOMMENTS AB WL 01/20/22 DRAWN BY AJW OR LANDSCAPE ARCHITECT FOR A Land Surveying, P.C. PLAN 4 02/25/2022 CITYCOMMENTS AB WL 02/25/22 CHECKED BY: \AI- LANDSCAPE ARCHITECT, IS A V 1 0 LATION 5 03/30/2022 CITYCOMMENTS L 03/30/22 OF THE NEWYORK STATE EDUCATION 1533 Cre5cent Road - Clitton Park, NY 12066 PRIME GROUP HOLDINGS C-131 B W LAW AND/OR REGULATIONS AND IS A 6 05/18/2022 CITYCOMMENTS I AB 05/1./22 CLASS "A" MISDEMEANOR. I CITY OF SARATOGA NEW YORK Fr SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRE TION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A Engineering and YY Land Surveying, P.C. 269 BROADWAY I UTILITY PLAN R.T. ■, AND CITY COMMENTS DPS COMMENTS CITYcomrAENTS r-r-WRwIl �-m CITYCOMMENTS CITYcomrAENTS AND/ORCHA LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEWYORK STATE EDUCATION LAW 1533 Cre5cent Road - Clitton Park, NY 12066 PRIME GROUP HOLDINGS Fr SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN .. UNDER I 269 BROADWAY ■, AND/ORLAW SUBMITTAL / REVISIONS THE ALTERATION OFTHIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OFACOMPARAB FOR AN PROFESSIONAL, (I.E.) ARCHITECT F Engineering and 269 BROADWAY EROSION CONTROL & SCALE: CONTRACT Na.:- MJ PROJ. Na.:987.04 DATE: JULY 2021 Na. 1 DATE 10/14/2021 DESCRIPTION CHA AND CITY COMMENTS BY AB REVIEWED BY: WL DATE 10/14/21 PROJ. MANAGER: WL CHIEF DESIGNER: AJW 2 3 11/16/2021 11/16/2021 DPS COMMENTS CITYCOMMENTS AB AB WL WL 11/16/21 01/20/22 DESIGNED BY: AJW DRAWN BY: AJW ARCH ITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A Land Surveying, P.C. LANDSCAPING PLAN 4 5 02/25/2022 03/30/2022 CITYCOMMENTS CITYCOMMENTS AB AB WL WL 02/25/22 03/30/22 CHECKED BY: WL LANDSCAPE ARCHITECT, IS A V 1 0LATION OF THE NEWYORKSTATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. 1533Cre5cen}Road -Clifian Park, NY12066 PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK C-150 6 05/18/2022 CITYCOMMENTS ABF WL 05/18/22 PARKLVG LOT / I M H of @ 2-S—Y O -CK BUNG Of (D /X 1111116 ff z //J El Of (D mp • • • I • ' • I BENCHMARK d2 AN 20 1 L BENCHMARK 11 4 RR SPIKE IN WEST- FACE OF UTILITY POLE ELEV=295.44' 10—Ir PARKING LEVEL I TURNING MOVEMENT SCALE 1*= 20� 4LgL P— LOT I(__ ' I PSTIR GRAVEL ^ 0 ,E�, _. J v' alga 1 / 1 � = O @ ul 2—PY 3-K --NG / ' Of o Of Of El • ' ' j HYURANT NHOA I LLC (D BENCHMARK 11 RR SPIKE IN WEST- FACE 3o" OF UTILITY POLE AI - ELEV=295.44' 10—'�L Ir .A 54, PARKING LEVEL 2 TURNING MOVEMENT SMZ 1* = 20 In in 0 20 'SCALE SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT Na.:- Na. DATE DESCRIPTION BY REVIEWED BY WLDATE PROJ. MANAGER: - ANYWAY, UNLESS DONE UNDER THE MJ PROJ. N-987.04 I 10/14/2G21 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW PRODIRECTION OF.) COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN Engineering and PARKING LAYOUT DATE: JULY 2021 2 11/16/2G21 DPS COMMENTS AB WL 11116121 DESIGNED BY: AJW ARCH ITECT, ENGINEER FOR AN ENGINEER 3 11/16/2G21 CITYCOMMENTS AB WL 01/20/22 DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A Land Surveying, P.C. TURNING MOVEMENT PLAN 4 G2/25/2G22 CITYCOMMENTS AB WL 02/25/22 CHECKED BY: \AI- LANDSCAPE ARCHITECT, IS A VIOLATION 5 G3/30/2G22 CITYCOMMENTS AB WL 03/ 0/22 OF THE NEWYORK STATE EDUCATION Q7 1533 Cre5cent Road - Clitton Park, NY 12066 PRIME GROUP HOLDINGS C 3 -1 60 LAW AND/OR REGULATIONS AND IS A 6 G5/18/2G22 CITYCOMMENTS AB WL 05/1�1 CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK z Ln zo 0 z z w o 25 LF 4" WHITE DOTTED LINE 0 z 4PR-- A PAVEMENT TE SYMBIX STRIPPING. VMISEE DETAIL IS/C-500 3D LF r WITE LANE LINE PAVEMENT STRIPPING, WHITE LETTERS. Typ. SEE DETAIL 15/0-5DD 100 LF 4" YELLOW SDUD DOUBLE LINE (FULL BARRIER) 19 LF 18" WHITE STOP BAR IT, It, W CIRCULAR STREET low low, Is W CIRCULAR STREET II INTERSECTION OF HAMILTON ST AND W CIRCULAR ST STRIPING LAYOUT SCALE 1" = 20' W C"CULAR S-rREE, � o0 z �o 10 11�4 Ln Of z z < w o Of La 1� 2 INTERSECTION OF HAMILTON ST AND W CIRCULAR ST TURNING MOVEMENT: PASSENGER VEHICLE 2I SCAM' I" = 20' 1 H 1H 212 INTERSECTION OF HAMILTON ST AND W CIRCULAR ST TURNING MOVEMENT: SU-30 SCALEI" = 20' 1 'SCALE SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT Na.:- ANY Na. DATE DESCRIPTION BY REVIEWED BY DATE PROJ. MANAGER: VVl- WAY, UNLESS DONE UNDER THE MJ PROJ. N-987.04 DIRECTION OF A COMPARABLE I 10/14/2G21 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW PROFESSIONAL, (I.E.) ARCHITECT FOR AN Engineering and HAMILTON & W CIRCULAR DATE: JULY 2021 2 11/16/2G21 DPS COMMENTS AB WL 11116121 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER 3 11/16/2G21 CITYCOMMENTS AB WL 01/20/22 DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A I Land Surveying, P.C. INTERSECTION PLAN 4 G2/25/2G22 CITYCOMMENTS AB WL 02/25/22 CHECKED BY: \Al- LANDSCAPE ARCHITECT, IS A V 1 0 LATION 5 G3/30/2G22 CITYCOMMENTS AB WL 03/30/22 OF THE NEWYORK STATE EDUCATION 1533 Cre5cent Road - Clitton Park, NY 12066 PRIME GROUP HOLDINGS C-1 61 LAW AND/OR REGULATIONS AND IS A 6 G5/18/2G22 CITYCOMMENTS WL 05/18/22 CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK I -j L IS TABLE NY2-A PLACEMENT D TANCE FOR BARRIER VEHICLES I �RmEgmmm� mmummm mmlmm—m mmlmmm HE m I m 0 0 =lmummm MIME "Milm "Mm mmommm mmummm mmommm mmommm mmummm molmom 00001 TABLE NYI-B SHADOW VEHICLE USE REQUIREMENTS (MDBILE CLOSURES) WORK ZONE TRAFFIC CONTROL LEGEND USE REQUIREMENTS TABLE NY2-B SYMBOL DESCRIPTION NON+REEWAYW PLACEMENT DISTANCE FOR SHADOW VEHICLES ARROW PANEL CLOSURE TYPE EXPOSURE CONDITION FREEWAY (PRECORUCTION POSTED SPEED LIMIT) TION PLACEMENT NT DISTANCE FTJ PRECONSTRE SHADOW HICLES-- 45 MPH 35-40 MPH � 30 MPH POSTED SPEED LIMIT (18000 LBU 1 24100 LBS.) MOW PANEL, CAUTION MOVE ,G NJ MUM MEN MY WORKER, 2,1 NUN I MAXIMUM I MINI I MAXIM LANE CLOSURE VEHICLE, OR OTHER HAZARD REQUIRED", EQUIRED"' REQUIRED"' REQUIRED '55 230 FT I I 1`11F ARROW PANEL MAILER 0 SUPPORT IS EXPOSED TO TRAFFIC i.3�2 FT. 20 iSO 45 - 55 R12. ER. FT. — MEN MY WORK 45 RN EP: Z. 1. ". I ZGG h—q CHANGEABLE MESSAGE SIGN (PVMS) SHOULDER CLOSURE VEHICLE, OR OTHER HAZARD REQUIRED"' REQUIRED"' R WMIRE02"REWRED2-4 IS EXPOSED TO TRAFFIC WX CHANNELIZING DEVICE CRASH CUSHION/TEMPORARY IMPACT ATTENUATOR Ly DIRECTION OF TEMPORARY TRAFFIC DETOUR TABLE 619-4 _T> DIE TIN OF TRAFFIC FLARE RATES FOR POSITIVE BARRIER POSTED SPEED LIMIT FLAGGER TYPE OF POSITIVE BARRIER EMPDRAR! FLAG THEE IUX — M HLXVT FMI UUNNWAILU BEAM hl 9N IIU 12M 15MLUNINAIRE TABLE NYGH-3 PA ..I NAT WALL BE ADVANCE WARNING SIGN SPACING REMOVED FOARR A I OK S NG TERM PROJECT D R I DISTANCE BETWEEN SIGNS SIGN Xl�10 LEGEND SIGN, TEMPORARY DO TYPE A D FT, 1 'YO TEMPORARY BARMER URBAN U, 11 M AHEAD MEE OHMVkl) i NO2. ilZ. A' MEAD TEMPORARY BARRIER WITH WARNING LIGHTS ,45 MPH-) 1 M 1 210 1 "0 0 FT AHEAD NURAI. 0. IT 500 00 �15- IWO FT. EXPRESSWAY / FREEWAY I IOW 1 15M 1 MILE V2 MILE 0 TRAFFIC OR PEDESTRIAN SIGNAL ® TYPE OR BARRICADE WARNING LIGHTS WORK SPACE WORK VEHICLE WORK VEHICLE WITH TREK MOUNTED ATTENUATOR TABLE NYI-A BARRIER VEHICLE USE REQUIREMENTS (LONG TERM, INTERMEDIATE TERM, AND SHORT TERM STATIONARY CLOSURES) I TAPER LE GTH I WIDTH OF OFFSET WTJ PRECONSTRUCTIO14 POSTED SPEED LIMIT UMPH) 0 CLOSUR ES) ®� AST DARD TOER LENGTHS TEMPOR RI 'TNAFFIC CONTROL ZONE POSTED SPEED U® ®®®® 0000��®gym NIT 1011111 IN IOIT OR IN VEHICLES EXPOSED TO TRAFFIC SCALE SUBMITTAL / REVISIONS CONTRACT Na.:- MJ PROJ. Na. 987.04 DATE: JULY 2021 MPT-1 IL THE ALTERATION OFTHIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE ANY DIRECTION OF.) COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A IOLATION V OF THE NEWYORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering and Land Surveying, P.C. 1533 Cre5cent Road - Clitton Park, NY 12066 I 269 BROADWAY WORK ZONE TRAFFIC CONTROL PLAN PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK J Na. I 14 DATE 10/14/2021 DESCRIPTION CHA AND CITY COMMENTS BY AB REVIEWED BY WL DATE 10/14/21 PROJ. MANAGER: WL CHIEF DESIGNER: A WL 2 3 11/16/2021 11/16/2021 DPS COMMENTS CITYCOMMENTS AB AB WL WL 11116121 01/20/22 DESIGNED BY: AJW DRAWN BY: AJW 5 - 02/25/2022 03/30/2022 CITYCOMMENTS CITYCOMMENTS AB AB WL WL 02/25/22 03/30/22 , ��W CHECKED BY: WL 6 05/18/2022 CITYCOMMENTS AB WL 05/19/22 WORK SONE TRAFFIC CONTROL PLAN - SITE LAYOUT SCALE: SUBMITTAL / REVISIONS THE ALTERATION OFTHIS MATERIAL IN 269 BROADWAY CONTRACT Na.:- ANY WAY, UNLESS DONE UNDER THE Na. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL MJ PROJ. Na.:987.04 DIRECTION OF.) COMPARABLE WORK ZONE DATE: JULY 2021 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 d 2 11/16/2021 DPS CITYCOMMENTS AB WL 11/20/21 DESIGNED BY: AJW ARCHITECT,LANDSCAPE ARCHITECT ENGINEER Land Surveying, P.C. TRAFFIC CONTROL PLAN 3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A 4 02/25/2022 CITYCOMMENTS AB WL 02/25/22 CHECKED BY: WL LANDSCAPE ARCHITECT, IS AVIOLATION 5 03/30/2022 CITYCOMMENTS AB WL 03/30/22 OF THE NEWYORK STATE EDUCATION 1533Cre5centRoad -ClifianPark, NY12066 PRIME GROUP HOLDINGS MPT-2 LAW AND/OR REGULATIONS AND IS A 6 05/18/2022 CITYCOMMENTS AB WL 05/18/22 CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK EXISTING PAVEENT NEW PAVEMENT FOR GRADE SEE PUN FOR GRADE SEE PUN SCAIIFY AND REMOVE EXBTNG PAVEMENI DOLAVAIENT ro PROPO6ED TOP COURSE TICIOESS 12• SAWIXIT E705TNG PAVEMENT k TACK SAWIUT EXISTING PAVDMQNT COAT ALL EXISTING SURFACES MI OWNG,t SUBBASE, IF GREATER SUBBASE THAN PROPOSED SECTION CONfRIDTOR ro VIF I 1 10 10 NOTES: SECTION 1. APPLY TACK GOAT BETWEEN ALL HMA PAVEMENT LFTS PRIOR TO PLACING HMA MONRE REGARDLESS OF TIME PERIOD BETWEEN UnS PER NYS DOT 402-3. PAVEMENT TRANSITION 1 SCALE N.T.S. 11¢' 115 MM F3 TOP COURSE HMA. So SERIES COMPACTION (TYP.) APPLY TACK COAT TO EXISTING PAVEMENT SURFACE �X. EISTNG ASPHALT PAVEMENT 1. MATERIALS PREPARE EOSRD ASPHALT PAVEMENT IN ACCORDANCE WITH N.YS DOLT. SECTION 633 *CONDITIONING EXISTING PAVEMENT* 2. WILL EXISTING ASPHALT CONCRETE TO DESIRED DEPTH, CLEAN SURFACE TO BE REPAVED. APPLY TACK CDAT AND TOP COURSE. ASPHALT PAVEMENT MILLING AND RESURFACING Z SCALE N.T.S. r• TOOLED JOINT S' MAX oc 7i 3• TOOLED EDGE EACH WAY. OR AS SHOWN III 3(1 /44*R ON PUNS (14*R ; 1FSWISH OYP) "- SMOOTH FIXED OBJECT `d OR EXISTING a- �x BRIOOIA SIDEWALK FlNLQI (TYP) TEXTURED (1T /0 4R: 3/4'DEEP) /. r EXPANSION JOINT WITH � ^ PREMOLDED RESILIENT JOINT FILER AND SEALANT CONSTRUCTION JOINT CONTROL JOINT TOOLED EDGE EXPANSION JOINT NOTES: TYPICAL SPACING FOR EXPANSION JOINT 1. MATERIAL AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH 5'AUX 5'MAX 51VO Sum THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD SPECIn DNS FOR CONSTRUCTION AND MATERIALS, DATED MAY 1, 20oB, AND ALL AWENDA THUM 2 ALL CONCRETE SHALL BE 5,000 PSI CONCRETE. CONCRETE MATERIALS, PLACEMENT, AND CONSTRUCTION SHALL CONFORM NTH SECTION 500 OF THE EJ CJ CJ W EJ ABOVE REFERENCED NYSWT STANDARD SPECFDATONS. 3. RENFORGXNG STEEL FOR CONCRETE SHALL CONFORM WITH SECTION 556 - REINFORCM STEEL FOR CONCRETE STRUCTURES OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS AND AS SPECFICALLY CALLED OUT N WOROL JOINTS WMIG O.C. THE DRAWINGS EJ-EXPANSION JOINT PLAN EACH WAY 4. ALL EXPOSED SURFACED SHALL HAVE A GROW TEXTURED FINISH & TOOLED CJ-CONTRO JOINT EDGES. TOOL %A L BE PROVIDE MAX 1-1/r WIDE SMOOTH TROYEL FINISH S,OOD PSI CONCRETE SIDEWALK 1.5% AT JOINT. SLOPE AND4.= RU NNGBab-W2.9a1Y2 SLGPE OR ASNOTED ON PLANSW.W.F.5. EXPANSION JOINTS SHALL BE LOCATED A NA%IIIM QU 20' ON CENTER OR SEEPUNFORWITH�,CRDIS TOPSOIL, SEED AND AS INDICATED ON PLANS 3' Y MULCH 6. JOINTS SHALL NOT BE SAW WT. 7. EXPOSED CONCRETE SURFACES SHALL BE TREATED WIN 6' ° a- •SIRESOW'/'SAFEDQUD' SB-7000 WIDMER BRIGHT PROTECTOR AND SIDEWALK SEALER, OR EQUAL RATE AND METHOD OF APPLICATION SHALL Y - = BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS ACCESSIBLE SIDEWALKS AND CURB RAMP NOTES: >o III & SUBBASE MATERIAL %A L CONFORM WITU SECTION 3D4 OF THE ABOVE IIII REFEENCED NYSDDT STANDARD. 1. DIMENSIONS T. SHOWN TIT THE DETAILS AS ENNUIS AND MI L ARE THE LIMITS LIMITS DESIGN AND - --- - - - - -- - - - FELD LAYOUT. FACILITIES SHALL NOT BE CONSTRUCTED WITH VALUES OUTSIDE THE LMTS f01t WIOPoC - - = - = III = _ - SUBBASE COURSE TYPE 9M WHERE IT 6 NECESSARY ro PUCE FILL FOR PURPOSE OF BRINGING THE ACCEPTANCE. SEE TABLE *DESIGN ELEMENT TOERANCEY. -_ = _ 2 SUBGRADE ELEVATION UP TO A SPECFIED GRADE, THE FILL MATERIAL PLACED SECTION COMPACTED SUBGRADE FILL OR COMPACTED SHALL BE IN ACCORDANCE WITH SECTION 203-EXCAVATION AND2. ro CHECK FELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL SLOPES AND GUIDES WILL BE EMBANKMENT OF THE ABOVE REFERENCED NYSDOT STANDARD MEASURED WIN A 4 FODT LONG DIGITAL LEVEL USING AT LEAST TWO READINGS MERE THE SELECT GRANULARTO BRING SPECIFICATIONS READINGS VARY, THE LEASUREIQOS WILL BE AVERAGED. WADE (RUNNING Swo WILL BE SIIERADE TO CORRECT GRADE. MEASURED ALONG THE CENTERLINE AND OFFSET 12' TD 18' FROM THE CENTERLINE CROSS SLOPES CONCRETE SIDEWALK WILL BE MEASURES PEIPENCKLIAR TO CENTERINE AT V TO IV INTERVALS. 5 SCALD N.T.S. 3. GRADES (RIINNII SLOPES ARE MEASURED IN THE DIRECTION OF PEDESTRIAN TRAVEL. CRIBS SLOPES ARE MEASURED PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL 4. JOINTS BETWEEN SIDEWALKS CURB RAMPS, TURNING SPACES AND ROADWAYS SHALL BE FLUSH AND FREE FROM ABRUPT VERTICAL CHANGES GREATER THAN r. VERTICAL SURFACE DISCONTINUITIES BETWEEN r TD rSHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2 THE BEVEL SHALL BE THERMAL FNSH NOSWG/EXPOSED Eft.1/8• EASED EDGE APPLIED ACROSS THE ENTIRE JOINT. b000 PSI CONCRETE PAD TD Y BULLNOSE, TYP. (TER AL FINISH) 5, THE CROSS SLOPE OF PEDESTRIAN ACCESS ROUTES SHALL BE 1.5% MAXIMUM FOR DESIGN AND 64-W7•9,019 W.W'F. SPLIT FACE, TYP. LAYOUT, AND 2% MAXIMUM FOR WORN ACCEPTANCE SEE PUN FOR ELMS TOPSOIL, SEED AN) MULCH CONCRETE PAVERS, 6. THE RUNNING SLOPE OF PEDESTRIAN ACCESS ROUTES %A L BE 4.5% MAXIMUM FOR DESIGN AND 3• 'a Y REFER ro 7/C-SOD LAYOUT, AND SIX MAXIMUM FOR WORN ACCEPTANCECOMPACTED SECT G N \ g• J24- TOP. COAPACTED SELECT GRANULAR 7. THE MINIM WIDTH p: A WRB RAMP SHALL BE 4'. - FLL ro BRING SUBGRADE rollf CORRECT GRADE& THE (WADE (RIANNG SLOPE) OF A WRB RAMP SHALL BE A MINMUN d: 5% TIE (WADE FOR . DESIGN AND LAYOUT %A L BE A MAXIMUM OF 7.5R T E WADE FOR ADA ACCESSIBILITY AND WORKACCEPTANCE %A L BE A MAXIMUM OF &3% T E MAXIMUM VERTICAL RISE OVER THE LENGTH OF THECURB RAMP FOR AC EPTANC BULL BE r. 1 -I I!' III 111118 nN'e� D9. THE CROSS SI9PE OF TE CURB RAMP SIHAIL BE AS MT AS POSSIBLE AND STILL PROVIDE SUBBASE COURSE 812STONE POSITIVE DRAINAGE.THE CROSS SLOPE OF A CURB RAMP SHALL BE 1.5E MAXIMUM FOR DESIGN AND CRUSHED SIDE PLAYOUT, AND2%MAXIMUM FOR WORN ACCEPTANCE- 10. WERE A PEDESTRIAN ORCUATION PATH CROSSES A CURB RAMP. FLARED SIDES SHALL BE COPACTED SUBGRADE OR COMPACTED ... .. ... - INSTALLED WITH A MAXIMUM SLOPE OF 9.5% FOR DESIGN AND LAYWL AND 10% MAXIMUM FOR WORK SELECT GRANULAR FELLTD BRING NI MEW NCE. ACCEPTATHE SLOPE OF THE FAIS MEASURED SOB MEASURED PARALLEL THE CURB LIFE SUBGRADE TO CORRECT GRADE DESIGN ELEMENT TOLERANCES 1. INSTALLATION TO BE COMPLETED N ACCORDANCE TWIN MANUFACTURER'S INSTRUCTIONS. DESIGN AND LIMIT FOR SOLID GRANITE ELEMENT FIELD AND WORKACCECE 6 TRANSFORMER EQUIPMENT PAD 7 SEAT/RETAINING WALL SIDEWALK CROSS SLOPE 1.5X MAX 2.OR MAX SCALE N.T.S. SCALE N.T.S SIDEWALK GRADE - RUNNING SLOPE 4.5% MAX 5.0% MAX CURB RAMP GRADE - RUNNING SLOPE 7 5% MAX B 3% MAX r IS PEG WOM To I }• S H40 (1660 OD) 1r v POST AND HANOIUL, TYP. STAINLESS STEEL TUBE (MN) 12 RAEING (WIN) 1 }' SCU40 (1.66• W) STAINLESS STEEL TUBE i RAILING 9i rYi - ,Yi CORE DRILLED HOE, FlLL GAP W/ 7.SW 11A%• SLCPC WALKING SURFACE NON -STINK GROUT CONCRETE SIDEWALK 20 BDTIW RAL FOR CURB OR SEE DETAIL ON THIS BARRIER PROTECTION PER SHEET ADA 405.9M2 2' O.D. SLEEVE FILLED WITH NDTER- NON -SHRINK GROUT AND SEALANT, TYP. TO BE EMBEDDED IN 10' X Ir 1. STEEL HAND SHALRAIL SST OF I rSCH40 (I.W 00) STAINLESS DEFT TURNDOWN. ING 2 MAXIMUM POST SPACING SHALL NOT EXCEED 6'-0•M ,)ACCESSIBLE RAMP WITH TUBE HANDRAIL SCALE N.T.S. EDGE OF PAVEMENT Nt 1'EYE, 1 COMBINED TYPE LSILSS CROSSWALK 1 SCALE: N.T.S D47 r WIDE WHITE PANTED PARKING STRIPES ?� 1 LNOTES: 1. GRANITE CURB M BE INSTALLED IN ACCORDANCE WITH NYMOT STANDARD SPECIFICATION SECTION 6M. 2. CURB SHALL HAVE QUARRY SPLIT FACE AND TOP. LOADING ZONE STRIPING 1 1 SCALE N.T.S. EXPANSION JOINT WTU PREMOLDED RESLENT JOINT FILLER NV SEALANT, AT SIDEWALK 4,OOD PSI CONCRETE 1 CURB PAVEMENT SECTION I II� IIII �a I PROOF ROLLED SUBGRADE. I- 1=III=III= _ OR SELECT GRANULAR FELL SUBBASE TO MATCH PAVEMENT SECTION NOTES 1. CONSTRUCTION JOINTS 10' O.Q MAX AND EXPANSION JOINTS 1DD' D.C. MAX 2. CDNCRETE CURB SHALL BE INSTALLED N ACCORDANCE WITU SI'EOIFlCATKIN SECTION 32161A 3 PRECAST CONCRETE CURB MAY BE SUBSTITUTED. WHEN ALTERNATE CONSTRUCTION DETAILS ARE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. MOUNTABLE CAST -IN -PLACE CONCRETE CURB 13 SCALE N.T.S. S-1 EMBEDMENT z Ol CURB, SEE PLANS FOR MODEL NO. PEEKS DIM"T" A MATERIALS DIM tas-m ♦ a tK io. 1 20 TACTILE WARNING NOTES: g,_ 3Q SIDEWALK SEE PLANS FOR '+Rr.�'•AI( 1. JOINTS BETWEEN SIDEWALKS, CURB RAMPS TURNING SPACES AND ROADWAYS SHALL BE FISH AND MATERIALS .'11 FREE FROM ABRUPT VERTICAL CHANGES GREATER THAN r. VERTICAL SURFACE DISCONIINUTES / P✓' 04 BROW FINISH PERPEFDICUAR SEE ADJACENT BETWEEN }• AND }' SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN tZ THE BEVEL %A L BE TO SLOPE DETAIL -TOP OF APPLIED ACROSS THE ENTIRE JOINT. ,�, VERTICAL SURFACE DISCONTINUITIES I. gF"{TYNs"/ y o�g s0 DROP UR A VERTICAL FOOTING FINISH `� SCALE: N.T.S. 4, •'W ` 4,500 PSI 1'NN 1.s• TO zs• ° °y'Fv 8' Wqp �uwN, tIs CONCRETE 1. ilr+'` ° �LXWN� CHAWER mG °RAMP Sn ® 24' v _ i+y MIN ® ® DOME o 4 0° 12•I RAP WIDTH DOME SPACING PLAN 4 v oc\ocoo o TOP OF FOOTING TILL �• Im TO 60% OF \ v $ ems, 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WIN PLAN L'� BASE DIAMETER MANUFACTURER'S SPECIFICATIONSNOTES: 1. TACTILE WARNING T SHALL L CON R ADA COMPLIANT d LANDING CLEAR 2 DO NOT SCALE DRAWINGS THAT1• LANDING AREA INCLUDING SURF IT SHALL CONTRAST USUALLY WITH NN `t'� ADJOINING SURFACES 3 BILE RACK ro BE COATED W/ ZINC RICH EPDXY THEN FlN6FED W/ DOME SECTION POLYESTER PONDER CDATNG (COLOR TO BE BLAOIR) TACTILE WARNING CURB RAMP - DROP CURB BIKE RACK 4 SCALE: WT.S SCALE N.T.S. 1 2 SCAB: N.T.S GRANITE CURBY DFOSED FACE 6 CONCRETE BACIOIU. ro - UNITS OF IXCAVATON (•) h -I DRY -MIX PORTLAND CEMENT - - - - -- SETTING BED TO ASSURE PROOF ROLLED SUBGRADE, PROPER GRADE AD OR SELECT GRAN" FELL ALIGNMENT. LANDSCAPE GRANITE CURB 14 SCALE' N.T.S. 4 1'-81'-8• •i 4• g 4• ONLY PAVEMENT MARKINGS 15 SCALE: N.T.S. r-o s-g� 4 m N TURN ARROW DIRECTIONAL ARROW STRIPING 16 SCALE N.T.S. ALUMINUM TiESI10LD ICOR FRAME CODRETE SUB, SID 1/Y EXPANSION JOINT FILLER 6' CONCRETE PAD WITH #5 FOUNDATION PUN-,) 12 BARS AT 1r O.C. EACH WAY ASPHALT. REFERENCECAN. DRAWINGS SIDEWALK FROST PAD DETAIL SCALE N.T.S. SCALE: SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT Na - Na. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL ANY WAY, UNLESS DONE UNDER THE MJ PROJ. Na.:987.04 DIRECTION OF.) COMPARABLE DATE: JULY 2021 1 10/14/2G21 CHAAND MENTSCOMMENTS AB WL 11116121 CHIEF DESIGNER: AJW PROFESSIONAL,NEERFORARCHITECT ANENGIFOR AN Engineering and p ('` SITE PLAN DETAILS 2 11/16/2G21 DPS CITYCOMMENTS AB WL 11/20/21 DESIGNED BY: AJW ARCHITECT,LANDSCAPE ARCHITECT ENGINEER Land Surveying, P.C. 3 11/16/2G21 CITY COMMENTS AB WL 01/20/22 DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A 4 G2/25/2G22 CITYCOMMENTS AB WL 02/25/22 CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION 5 G3/30/2G22 CITYCOMMENTS AB WL 03/30/22 OF THE NEWYORK STATE EDUCATION 1533Cre5centRoad -ClilfanPark, NY12066 PRIME GROUP HOLDINGS C-500 LAW AND/OR REGULATIONS AND IS A 6 G5/18/2G22 CITYCOMMENTS AB WL 05/18/22 CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK � i i • --1i• ;.i.. MAX V MESH SsPACING) MIN. FENCE POSTS, ,iDRIVEN MIN. IC INTO GROUND14, ALL CONCRETE 674 SILT i FENCE.i :L SILT FENCE t 'PREFABRICATEDit WITH POSTS OR iiEQUIVALENT BINDING WRE 7 (TYP) GRADE 6" MIN AGGREGATEC MIN i•ALL I spAHDL, I 'r EMBEDMENT CONTAINMENTWOOD STAKE (TYP) 1 CONTAINMENT1. 2. COMPLETELY GENERATED. I WASHOUT MUST BE ii OR NEW FACILITIES CONSTRUCTED AND READY TO USE ONCE WASHOUT 6 75% FULL 4. WASHOUT AREA(S) SHALL BE ii IN A LOCATION EASILY ACCEMI BY CONCRETE TRUCKS. 5. ONE OR MORE AREAS MAY BE ii ON THE CON"WICTION SITE AND MAY BE RELOCATED AS CONSTRUCTION PROGRESSES 6. AT LEAST WEEKLY REMOVE ACCUMULATION OF SAND AND AGGREGATE AND DISPOW OF PROPERLY. O ONCRETE WASHOUT AREA REBAR FOR BAG REMOVAL FROM INLET DUMP STM / DUMP STRAP ;- SECTION EMBED FILTER CLOTH " •L MIN8' INTO GROUND TAMPED b EXCAVATED TRENCH BACK NOTES: SECTION 1. WOVEN WARE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WARE TIES OR STAPLES POSTS SHALL BE STEEL 'r DR *B• TYPE DR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN VIBE FENCE WTH TIES SPACED EVERT' 2C AT TOP AND LOUD SECTION. FENCE SHALL BE WOVEN WARE, 8' MAX MESH OPENING & WEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE 01ERUPPED BY S* AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIALS REMOVED WHEN *BULGES* DEVELOP IN THE SILT FENCE & MAX UM DRAINAGE AREA FOR OVERLAND FlDW TO A SLT FENCE SHALL NOT EXCEED 1/4 ACE PER 100 FEET OF FENCE 6. SILT FENCE SHALL BE USED WHERE EROSION GOULD OCCUR IN THE FDRN OF SHEET EROSION. 7. SILT FENCE SHALL NOT BE USED WHEN A COIOENTIMMON OF WATER IS FLOWING TO THE BARRIER SILT FENCE INSTALLATION SCALD N.T.S. SILT FENCE W 2 SDPE OR LE55 W y y W W W W W W W W W y W y v ENTRANCE 24' WADE AND g � SHALL BE ON UPSIDPE HAY BALES OR SLT FENCE NOTES: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. MAO" SLOPE OF STOCKPILE SHALL BE 2 HOW ON 1 VERT. 3. UPON CDMMnDN HPI OF SOIL STOOLING, EACH PILE SHALL BE SURROUNDED WTH EITHER SLT FENCINGOR HAY BALES, THEN STABILIZED WTH VEGETATION OR COVERED. TEMPORARY SOIL STOCKPILE 2 SCALE: N.T.S. MULCH Ul'Dt OF COMMON HAY OR SHMW. 2 TONS PER ACE TEWOW" OR PERMANENT SEED SEE SPECIFICATIONS OF PIMA FOR NIX TOPSOL• NATURAL FERTILE, AGRICULTURE I !t-, I �_l I I... II... I. II SOL CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. DEPTH AS PER SPEDFICATONS OR PLANS NOTES. 1. TOPSOIL. SEED. MULCH AND FERTILIZER DISTURBED SOIL AREAS THAT WALL BE LEFT DEOSED FOR 14 DAYS OR MORE. 2. SOL PH SHALL BE TESTED, LIME SHALL BE APPLIED TO BRING SOL PH TO 6.5. 3. FERTILIZER: COMMERCIAL 5-10-5, 175 LBS PER ACRE TOPSOIL, SEED AND MULCH 3 SCALE: N.T.S. INLET FILTER 5 SCALE: N.T.S. 2 EACN OUNP SRLAPS DPANSON RESTRAINT .•. 4 (1/4' W. ROPE. T tP... MT WASHERS) BAG DETAIL NOTES: 1. PORE OPENING SHALL BE N BETWEEN 200 4 700 SIEVE 2. INLET FILTER IS TYPICAL FOR ALL RECTANGULAR AND SOUARE YARD INLETS MTE SHRUB IS STRAIGHT AND PLUMB; SEE NOTE 4 BEST APPEARANCE SET AT ANGLE OF HIGHEST VISIBILITY FILTER FABRIC 3'-0- EXIST. PLAIT. .. M DEEP SHREDDED HOOD I 51 MDIMTABE BERIM (OPTIONAL) 5' NE IUSARGUING ING ENTIRULCHE FREE ZONE sl�BE MAINTAINED E705T. GROUND ZONE AROUD ENTRE R00T PROFILE b SEE NOTE 3 b i 14'-0' E)UST. PVMT. EXIST. GROUND i � �. VNN PLAN bD CONSTRUCTION ENTRANCE SPECIFICATIONS: 1. STONE SZE - USE NN Y STONE, OR RECLAIMED OR RECYCLED CONCRETE EOUNAIENT. 2. THICKNESS - NOT LESS THAN SIX (6) INCHES 3. WIDTH - TWELVE (12) FOOT MINIMUM. BUT NOT LESS THAN THE RILL WIDTH AT POINTS WHERE NMESS OR EGRESS OCCURS TWENTY FOUR (24) FEET IF SINGLE ENTRANCE TO SITE 4. LENGTH - NOT LESS THAN FED (50) FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A THIRTY (3D) FOOT MINIMUM LENGTH WOULD APPLY). 5, FLIER FABRIC - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DNFRTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE F PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5.1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WALL PREVENT TRACKING OR ROWAND OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY THIS MAY REQUIRE PERIODIC TOP DRESSING WTH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-DF-WAY MUST BE REMOVED IMMEDIATELY. & WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PMOR TO ENTRANCE ONTO PUBLIC RIGHTS-DF-WAY WHEN WASHING B REOUBED, IT SHALL BE E DOON AN AREA STABL® WITH STONED A WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE S. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. STABILIZED CONSTRUCTION ENTRANCE 6 SCALE: N.T.S. ABOVE FINISH MADE) AT i, BASE OF STU -r-4� SOIL SAUCER TOPSOIL AS SPECIRED B&B (BALLED & WRAPPED) �PLANTING PIT OR E. REMOVE DEPTH TOP HALF OF BURLAP LEAVING BOTTOM HALF INTACT 2X MIN. ROOT BALL DIAL i SHRUB PLANTING SCALD N.T.S. ,i RIM: DIAMETER OF SAUCER IIII i SAIUCER WITH COMPACTED DIAMETER OF ROOT BALL OR CONTAINER AROUND PLANT SHALL BE IX i NOTES: 1. FLIER FABRIC SHALL HAVE AN EOS OF 40-B& ❑ ❑ ❑ ❑ 2. CUT FABRIC FROM CONTINUOUS ROLL TO ❑ ❑ CROSS BRACES AS EUNNATE JOINTS IF- ARE ❑ ❑ NEEDED NEEDED, OVERLAP TO THE NEXT STATE. ❑ ❑ 3. STAKE MATERIALS WALL BE STANDARD IN 3617 SILT FENCE OR APPROVED ❑ ❑ Y:4 WOOD OR EOUNAIENT, WTH A EQUIVALENT ❑ ❑ ❑ ❑ YX4' FRAME MINIMUM LENGTH OF 3 FEET. AROUND GREST OF 4. SPACE STAKES EVENLY AROUND INLET 3 FABRIC FEET APART AND DRIVE MINIMUM 18- DEEP. SPANS GREATER THAN 3 FEET YX4' NODDEN STAKES MAY BE BRNO WTH THE USE OF WARE MESH BEHIND FABRIC FOR SUPPORT. S FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND PLAN BACFILLED. IT SKULL BE SECURELY FILTER FABRIC FASTEN FASTENED TO THE STAKES AND FRAME. SECURELY TO STAKES & A Y:4' WOOD FRAME SHALL BE BAC61LL COAPLEIED AROUD THE CREST OF THE FABRIC FOR DVU FLOW STABILITY. 4' WOODEN STAKES 7. MAO" DRAINAGE AREA IS 1 ACRE E OSTING PROPOSED ID & NET PROTECTION SHALL REMAIN (BADE MACE UNTIL SITE HAS BEEN STABILIZED. EMBED FlLTEIL OLD NN 1Y LAID GROUND CATCH BASIN STRUCTURE SECTION OUT -OF -PAVEMENT INLET FILTER (FABRIC DROP) SCAM' N.T.S. T�L SEED 8' MN MULCH BED MULCH FLIER FABRIC IF `SUBGRADE TO BE DECDMPACTED .III- LANDSCAPE EDGING MULCH BED SCALE N.T.S. SCALE: SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT Na.:- Na. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL ANY WAY, UNLESS DONE UNDER THE MJ PROJ. Na.:987.04 DIRECTION OF.) COMPARABLE DATE: JULY 2021 1 10/14/2021 CHAAND MENTSCOMMENTS AB WL 11116121 CHIEF DESIGNER: AJW PROFESSIONAL, NEERFORARCHITECT ANENGIFOR AN Engineering and p ('` SITE PLAN DETAILS 2 11/16/2021 DPS CITYCOMMENTS AB WL 11/20/21 DESIGNED BY: AJW ARCHITECT,LANDSCAPE ARCHITECT ENGINEER Land Surveying, P.C. 3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A 4 02/25/2022 CITYCOMMENTS AB WL 02/25/22 CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION 5 03/30/2022 CITYCOMMENTS AB WL 03/30/22 OF THE NEWYORK STATE EDUCATION 1533Cre5cen}Road -Clitton Park, NY12066 PRIME GROUP HOLDINGS C-501 LAW AND/OR REGULATIONS AND IS A 6 05/18/2022 CITYCOMMENTS AB WL 05/18/22 CLASS "A" CITY OF SARATOGA NEW WORK EXTERIOR cy- WALL BUILDING WALL 2'-Or SIZE LIQUI INLET OUTLET INTEGRAL INTEGRA OVERALL HEIGHT INTEGRAL INTEGRAL 18.. ,/-EXTERIOR BUILDING*NEENAH" R-7506-F- TOP BASE RA BAFFLE Ty SOUARE SERIES FLO BOX FRAME LEVEL EIGHT HEIGHT I T BASE (UBS) TYPICAL DOWNSPOUT - REFER TO CLASS "B* CONCRETE� AND LID, ORREQUAL GALLONS 1- 1. O.H. HEIGHT HEIGHT INSIDE OUTSIDE (LOS) (UBS) ARCHITECTURAL PLANS FOR INSIDE INSIDE I EXACT LOCATION & 1500 4-6" S-3- 2'-0- T-6" 5 -6" 6'-8- 11,400 13,400 3600 2000 6'-0 S-B. T-6" T-6" 15,000 13,400 4600 QUANTITY GRASS 2500 6-2 51-11" TO 24"0 OPENING 2-- 3�-- 17,200 16,400 3200 6* FERNOO COUPLING CONNECT -70-00- 61-11" T-1100"" 3�-- 20,000 16,400 5800 SEE HEADER W/ 6�x (TYPICAL) 5?'SLIDE-IN I CHART FIN.GRADE TEE OR TEE WYE FFE SEE CLEAN -OUT BAFFLE IA PLANS FOR SURFACE SCREW-INUPWWG PIPE I . 8" TYPICAL DOWNSPOUT REFER TO OR SH- SDR35 CONCRETE WAT ER USING PRECAST TO ARCHITECTURAL P EAGER PIPE(6 45* R TIGHT GRACE RINGS T OR -0- 12" j PLAN FOR EXACT HVC /X-MAC LOCATION IN B* Pvc OR B* - REFER ELBOW G=LE FRAME AND LED, b" WITH 24* CLEAR / GREASE HEAVY DUTY 1121) LOADING. MARKED QUANTITY 45' BEN TO SHEET C130). 45- ELBOW -GREASE TANK' (TYP V-0' P SDR35 LAID AT SLOPE SEPTIC HEADER SPECIFIED ON WYE ADER PIPE(6- WYE TESTED WATER TIGHT I\ 0 0 R 5* -REFER PLAN PLANS To SHEET FLOW DIN FLOW FINISHED GRACE -\ C13D), LAID AT AN PLANS VENTING S PE HOLE + SPECIFIED IN LINE AT BEND PON 4*0 PVC 0*0 PVC 1 & 2000 GAL. PIPE<� AS 18" rSCH 80 1500 NOTES: P PIPE 24- .-/ SCH SO 2000 GAL. (TYPICAL) 13' -0" BEND HOLE AND PUJO PE TO MANHOLE SO' D 71. KNOCK-0 2500 & 3000 GAL. 6" Pvc -0 SECTION 45' BEND 1. SEWER PIPE FITTINGS TO BE ASTM D-31153 OR D-3D34 SDR-35. FROM I /4-/FT MIN. 2500 & 3000 GAL. [BUILDING NOTE- SEE ELEVATION 'A. I" STAINLESS STEEL ELEVATION SEWER CLEAN OUT AND TABLE FOR STRUCTURE BAFFLE SECURING 4'-O* BUILDING LEADER ROOF CONNECTION SCALE N.T.S. DIMENSIONS SPACING (MV 2 SCALE N.T.S. r--- NOTCH TYP-) - STORM SEINER PIPE (SEE PUNS (TYP.) ED PIPE INV OUT PRECAST CONCRETE 4-Or CIA MIN /-CIMPACTED SELECT FI TO FOR INVERTS. CIA. AND LOCATION) [RAC SAND, GRAVEL OR PEASTONE MINGLE FEW OR A, Sp.. ON PuRs— BOTTOM OF RIEVEMENTLL FIRST COUP TO BE Ir WIN SECTION SUBWADE FROM WALL COUPLER BE 04DM IN NOTES: PRECAST CONCRETE- FLOWABLE FILL REG MANHOLE DDGHDUSE RISER _F - - - - - - - - - - - SEAL ANNULAR SPACE SWITCH BETWEEN DOGHOUSE 1. MANHOLE COVERS TO BE H-21) LOADING OPENING AND EXISTING PIPE STORM SEWER TO EXTEND DAM TOP KID mANHDLE, MAX OF r PRDVVE ARCH OPENINGS SAINCUT AND R WTH NON -SHRINK r 2. TANKS AS MANUFACTURED BY THE FORT MILLER OR APPROVED EDUAL 4'1 PVC oo j0 P' PE - TEE S_ I- STAINLESS SPA NOM A. OPDINGS) FOR EXISTING PIPE HALF OF 7PIPE HYDRAULIC CEMENT I 3. MINIMUM OF 0.25' INVERT ELEVATION DIFFERENCE THROUGH EACH TAW EXISTING FlPEM EMBED BASE 2" IN CONCRETE (7 2000 GALLON TYPE 11 GREASE INTERCEPTOR DDIMPACTED CRUSHED STONL L J SCALE N.T.S. MIX OF MD. 1 AND 2 STDNE To SPRING LINE OF HOOT PIPE CORED OR FORMED OPENING L - - - - - i NON -SHRINK CAST RON CGVEFE-� CONCRETE COLLAR IN GRDUFINISHED GRADE T. MARKED "WATER" UNPAVED AREAS MUST SPECIFY MITE FINISHED GRADE IN /-FIMSHED GRADE IN SUBUNDISTGRURBED 4WD PSI CAST -IN -PLACE CONCRETE BE ADA, BIKE SAFE PLAN FINISHED SURFACE PAVED AREAS LANDSCAPED AREAS ADE WADE (REFER TO TOPSOIL SECTION BASE STEEL REINFORCING = #4 BARS PLANS) ......... ... 0 Ir O.C. EACH WAY NON-SHIRINK GROUT MORTAR VMIN PRECAST TOP STAB, VALVE BOX (TELESCOPIC PRECAST CONCRETE SANITARY MANHOLE (DOGHOUSE) OPENING SIZE EDUAL 2 PATTERN) - - - - - TO GRATE OR COVER SCALE. N.T.S. - - - - - SPECIFIED TWO (2) PIECE CAST IRON VALVE BOX in MANHOLE FRAME TO BE [GON INSIDE FACE OF FORMED HOLE WITH FLEXIBLE RUBBER S _, T - TOORED OR FORMED NJ TEE CU. FROM CAST IRON COVER MAN" Er IN CEMENT FULL BODIED TAPPING MANHOLE INDOT SEAL ASSEMBLY CAST INTO SLEEVE. SEE MA RESILIENT WEDGE GATEPPE MARKED 'WATER"FINISHED GRADE IN a MDRIAR. GRADE FUNDS OPENING FILLED WITH VALVE, SEE PLANS FOR OR PLUG TEMPORARY CAP MANHOLE WALL USED TO ADAST COVER NDN-SHRINK CIRCUIT. FINISHED GRACE IN LANDSCAPED AREAS OPENING TO BE 7, SERIES 104 STAINLESS STEEL TO REWIRED ELEVATION APPLY WATERPROOFING 9- VAIN NON-SMNK BAND CLAMP & SERIES 305 PAVED AREAS INSIDE AND OUT OVER WAMWRDOF GROUT STAINLESS STEEL COMPACTED 3DW WIN GROUTED OPENING. EXISTING AFTER PIPE S ADJUSTMENT SCREW. To PAM SELECT FILL EXTEND WATER WATERMAN TOPSOIL IMUM I 80nom OF PAVEMENT + SUBGRADE PROOFING 12 INCHES -\ E �t CONCRETE . BEYOND IGORE.1 BY OTHERS 2*± PROJECTION NEED MH AT PIPE PRECAST' SF`RINGUNE MANHOLE OSM MAN C-EFESEE) MIN GASKETS MJ GATE VALVE (PROVIDE TWO (2) PIECE CAST CRUSHED THRUST RESTRAINT AS ENTERING OR OR AS SPECIFIED ON PLAN "Lq PRI 2 rlEMER FIPE I STDNE. MIX REDUIRED) RON VALVE BOX COMPACTED I� I i DOING MANHOLE I AND 2 OF NO. 1 NOTES: TOP OF Sprj STONE TO BASE SILAAB HINGGHEST PIPE 1. WATER VALVES SHALL HAW THEIR HIM AND EXTERIOR SURFACES FUSON EPDXY COATED DUCTILE IRON SERVICE PIPE SF CONFORMING TO AVANA C550-81. WATER IV)RALVES SHALL BE MECHANICAL JOINT, NON-RISNG STEM 9 N.J. RESILIENT 71 t. SCALE' N.T.S. WEDGE GATE RESILIENT WEDGE GATE VALVES. SEE VALVE, 0 SI PLANS FLEXIBLE PIPE JOINT Fat COUPLE 7-j " TABLE) STAINLESS STEEL HARDAWARLTO SzNG OR JOINT FIG L Z WATER VALVES SHALL OPEN THE RIGHT (MOD(W) WIN A 2-NCH OPERATING NUT AND HAVE ----- ------ v WINSTANN E PER TABLE UNDISTURBED SECTION & WET TAP OF WATER MAIN SHALL BE POWORMED UNDER THE SUPERVISION OF THE ENGINEER. AND SUBGRADE THE FACILITY HAVING JURISDICTION. ------ ------ FLEXIBLE JOINT REQUIREMENT NOTES: 4, TAPPING REEVE SMALL BE SELECTED TO FIT EXISTING PIPE MATERIAL AND OUTSIDE DIAMETER 5. THRUST BUXXING REQUIRED WHERE THE BRANCH OF THE TAPPING REEVE DOES NOT HAVE SEWER P IPE FLEXIBLE JOINT TYPE "A" DISTANCE 1. ALL PRECAST CONSTRUCTION IN ACCORDANCE W/ASTM 0478, RESTRAINED JOINTSNOTES: TYPE IN & OUT (FEET) 2. CATCH BASIN SHALL BE PRECAST CONCRETE DESIGNED FOR H-20 VEHICULAR LOADING. S, MIMMILIM DISTANCE TO JDINTS, FITINGS, Oft OTHER WET TAPS OR STOPS SHALL BE 3-FEET. 1. WATER VALVES SHALL INTERIOR AVE THEIR M AND EXTERI DUCTILE IRON STANDARD RUBBER GASKET PIPE 10[ MAX H OR SURFACES FUSON EPDXY COATED CONFORMING ED AVANA C550-81. WATER JOINT ONLY 3. FRAME AND GRATE SHALL BE DESIGNED FOR H-20 ANICULAR LOADING 7. MAKE AND MODEL OF TAPPING REEVE. GATE VALVE. AND VALVE BOX SHALL BE IN ACCORDANCE SPEC PROJECT SABE ME VALVES SAL MECHANICAL JOINT, NON-RlSNG STEM RESEUENT WITHI CITY OF SARATOGA STANDARDS AND IFICATION& WEDGE GATE VALVM PVC JSTANDARD It INNER GASKET PIPE JOINT ONLY U Y MAX 4. CONCRETE CATCH BASIN UD OEM OPENING DIMENSION MUST MATCH FRAME AND GRATE GUEAR OPENING DIMENS$04. Z WATER VALVES SHALL OPEN TO THE MONT (MOOKINSE) WIN A NOTE: TAPPING SLEEVE AND VALVE 2-NCH OPERATING NUT AND HAVE STAINLESS STEEL HARDWARE — & maTu USING SELECT EMICKFIlL COMPACTED IN V UFT& SCALE N.T.S. & MIMMUM DISTANCE TO JOINTS. FITTINGS, OR OTHER WET TAPS OR 1. REFERENCE MANHOLE DETAIL(S) FOR REQUIRED INVERT CHANNEL COMINRIPATCAL STOPS SHALL BE 3-FEET. 4. MAKE AND MODEL OF TAPPING %EEVF. GATE VALVE. AND VALVE BOX STORM CATCH BASIN (SQUARE) - PRECAST 11 r* SHALL BE IN ACCORDANCE WIN PROJECT SPECIFICATIONS. PIPE CONNECTION TO MANHOLE �—T TYPICAL UNDERGROUND FLEXIBLE RUBBER BOOT GATE VALVE CAST INTO MANHOLE WALL 3 SCALE N.T.S. 'SCALE SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT N-- N.. DATE DESCRIPTION BY REVIEWED BY DATE PROJ. MANAGER: WL ANY WAY, UNLESS DONE UNDER THE MJ PROJ. Na. 987.04 DIRECTION OF.) COMPARABLE 1 10/14/21321 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW PRO FESSIONAL, (I.E.) ARCHITECT FOR AN Engineering and DATE: JULY 2021 2 11/16/21321 CPS COMMENTS AB WL 11116121 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER SITE PLAN DETAILS 3 11/16/21321 CITYCOMMENTS AB WL 01/20/22 DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A Land Surveying, P.C. 4 32/25/21322 CITYCOMMENTS AB WL 02/25/22 CHECKED BY: \Al- LANDSCAPE ARCHITECT, IS AVIOLATION 5 33/30/21322 CITYCOMMENTS AB WL 03/30/22 OF THE NEWYORK STATE EDUCATION 1533 Cre5cent Road - Clitton Park, NY 12066 PRIME GROUP HOLDINGS C-502 LAW AND/OR REGULATIONS AND IS A 6 35/18/21322 CITYCOMMENTS AB WL 05/18/22 CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK 8" OIA. DOME GRATE HOPE YARD DRAIN TO ROOF BRAINS GRASS & PLANTS INY. 35&OD -, PLANTING SOIL: PLANTINGSDIL PH RANGE 5.2 TO 7.00 Ve WASHED CRUSHED-, ORGANIC MATTER 1.5 704.0% n MAGNESIUM 35 LEIS PER ACACRE,MIN ANGULAR STONE PHOSPHORUS 75 LEIS PER ACACRE,MIN POTASSIUM 85 LEIS PER ACRE, MIN SOLUBLE SALTS < 500 PPM MAY 10 TO 25% SAND 55% 40 MIL PVC AID BDTf011 IMPERMEAIXE` SSIAND TO 35 To soxUNER ON SIDESROOF \-6* OUTLET TO STRUCTURAL SUPPORTROOF DRAIN GREEN ROOF SECTION INV' .357.08 SCALE, N.T.S. 8' DLk DOME GRATE HOPE YARD DRAIN W/ TO DDVINSPOUR- ROOF DRAINS PDNDING LAYER-, PLANTING SOIL: GROWING DEPTHPH RANGE 5.2 TO 7.00 ORGANIC MATTER 1.5 TO 4.0% MAGNESIUM 35 LBS PER ACRE, MIN NON -WOVEN 12 PHOSPHORUS 75 LBS PER ACRE, MIN GEOTEXTILE POTASSIUM 85 LBS PER ACRE, MIN SOLUBLE SALTS < 500 PPM 3/4'- f WASHED CLAY 10 TO 25% SLT 30 TO 55% CRUSHED ANGULAR 094 STONE SAND 35 TO 60% PERFORATED PIPE \-OUTUET PIPE. REFER 1D =Ll__PlPsEM NO STORM PLANS MR SZE AND ylw SLOPE STORMWATER PLANTER 2 SCALE N.T.S. -BINDER AND TOP COURSE ASPHALT SQUARE TO ESTABLISH FINISHED GRADE CLEAN -OUT W/_ll NOT IN CONTRAC- 4* OVERLAP SCREW -IN PLUG, PAVEMENT . EN T SUBBASE TO ESTABLISH P I OR EQUAL I z z z z I INTERIM GRADE AS PART OF THIS I ACT. M.' _"C CON' DEAHDPER N T MAINTAIN FULL SUBBASE THICKNESS UNDER (2) BARS CONCRETE 3" CLEAR S S* CIA HOPE (TYP) * CLEANOUT PLAN EXTENSION HOPE HEADER PIPE OR CHAMBER INSPECTION PORT DETAIL 3 SCALE N.T.S. SURFACE GRADE 3/e - f INCH WASHED CIEUSHED ANGULAR RUCTURAL FILL IN 12" STONE AROUND AND ABOVE CHAMBERS TAL DEPTH AS NEEDED TO TO INSTAI.I.ED LOOSE (TYP) REDUIRED FOR SUB -BASE 292.98 12" TYP 57" D.C. WE A MINIMUM OF I25' GEOTEXTILE FABRIC OM FOUNDATION STONE FOR SEPARATO/STABLIZATION AND SCOUR PROTECTION AT ALL CHAMBER ROW NET UNITS SPEC SECTION 334914 NOTE RUM TO CONSTRUCTION GUIDE FOR ALL PROCEDURES INVOLVING CONTECH INSTALLATION OF THE CHAMBERMANX UNITS (WWW.CONlECHES.00M.) SUBSURFACE STORMWATER SYSTEM - SECTION 4 SCALE N.T.S. NO. 2 WASHED CRUSHED STONE PLATE COMPACT OR ROLE. TO ACHIEVE A ON STANDARD PROCTOR DENSITY. -6 . DIA. HOPE SYSTEM INSPECTION REQUIREMENTS: ii�iiDMIHE 1. NOTIFY ENGINEER A MINIMUM OF 48 HOURS //-S* INSPECTION PORT, SEE DETAIL 3/C-503 SEE DETAIL S/C-50 PRIORTO REWIRED INSPECTIONS. INSPECTIONS 7'. 3MOD SHALL BE PERFORMED BY THE ENGINEER AS 59'-0" V IN:29198 FOLLOWS: V OUT'.2D2.98 --- ... A. SUBGRADE INSPECTION: 57"-0" VDIA. HDPE-/'� THIS INSPECTION SHALL BE PERFORMED TO STONE INSTALLATION ONCE 6' CORRUGATED PE 1 12" _\-6*OIA. HOPE SYSTEM AREA HAS BEEN EXCAVATED TO THE PROPOSED BOTTOM OF STONE 12* CORRUGATED PE ELEVATION. • GENERAL SYSTEM LOCATION, DEPTH AND CONFIGURATION WELL BE CONFIRMED FALUNG HEAD PERMEABILITY TESTS WELL BE PERFORMED AT THE SYSTEM SUBGRADE ELEVATION AS PART OF THE SITE SPECIAL INSPECTIONS B. FINAL INSPECTION. /�12* DIA, CORRUGATED DMHQ PE M.E. NOTES: SEE DETAIL 6/t-503 7-297BD 1. STONE PLACEMENT BETWEEN CHAMBERS ROWS DU. DORRUEATED AND AROUND PERIMETER FOLLOW INV k292.98 INV OUT'.292.88 PE FEEDER. TYP. INSTRUCTIONS AS INDICATED IN THE MOST U C RRENT VERSION OF THE MANUFACTURER'S CONSTRUCTION LICTION GUIDE BASIS OF DESIGN IS CHASTBRERMAXX 2016 (WWW.CONTECHES.00M) Z APPLY EROSION AND SEDIMENT CONTROL MEASURES TOPROTECT THE STORM WATER 6' CORRUGATED PEJ SYSTEM DURING ALL PHASES Of SITE Kom M. CONSTRUCTION, 3. P— A MINIMUM OF 15' GEOTEXTILE FABRIC OVER FOUNDATION STONE FOR SEPARATION/STABILIZATION AND SCOUR PROTECTION AT ALL CHAMBER INLET ROWS. INSPECTION PORT, SEE DERIL 3/C-503 ,-�SUBSURFACE STORMWATER SYSTEM - PLAN �5 SCALE N.T.S. M' DIA HEAVY DUTY (H-20) ROUND FRNME AND COM MODEL R-1557 BY MEDIAN -FINISHED SURFACE WADE 0 FOUNDRY OR EOLIAL(REFER TO (REFER TO PLANS) PLANS FOR INVUn Olk PLANS FOR MEN MEYATIDNI) LOCATION) FIRST COUP BE 18" MIN FROM WALL OR NON-SHRNK GROUT MORTAR BE ENCASED IN FLOWABLE FILL N MANHOLE FRAME TO BE SEr 1; PORTLAND CEMENT MORTAR SIORM SEWER GRADE RENGS USED TO AWUST COYER TO REDUIRED o oSIZE EDUAL PRWAST TOP SLAB TO EXTEND MANHOLE TO GRATE OR COVER (ASTM 0-478) 5'-0 DIA. MIN NAX SPECIFIED STORM MANHOLE OF t OR AS SPECIFIED I I)T BUTYL ROPE AS ON PLANS PRUIARY JOINT SEALER UNDEMN CONNECTION (WHEN 41 -MIN AND WHOM SHOWN ON PLANS) ��PRECAST CDNCREIE RISER A DDRED OR F 61 OPENING FI CDMFACrED Sam FILL M' MIN (ASTM 0-478) NDN-SH emm OF PNNEMENr OW. SUBGRADE 5'-0' CIA MIN DIA HEAVY DUTY (H-2 Oft AS SPECIFIED ON PLANS ODRED Oft FORMED OPENING 30 POLYPROPYLENE FILLED NTH NON-SHRINEK PLAN ROUND FRAME AND CM MMANHDLE STEPS GROUT. APPLY WATERPROOFING MODEL R-1557 BY NEENM - - - - - - - - - - - INSIDE AND OUT OVER FOUNDRY OR EOUAgREFER PREGAST CONCRETE MANHOLE GROUTED OPENING. D(TEND PLANS FOR MEN BEYOND CORE (ASTM 117.) WATER PROOFING 12 INCHES NOTES: 1. ALL PRECAST CONSTRUCTION IN ACCORDANCE W/ASTM 0478. I MANHOLE SHALL BE PRECAST CONMETE DESIGNED FOR H-20 VEHICULAR LOADING. I FRAME AND COVER SHALL BE DESIGNED FOR H-20 VEHICULAR LOADING. 4. CONCRETE MANHOLE LED CUM WENING DIMENSION MUST MATCH FRAME AND . " CRUSHED .PACT STONE CLEAR OPENING DIMENSION. BENEATH PIPE DOM CRUSHED SM 1. 5. STRUCTURES HAVING A DEPTH GREATER THAN 48' FROM FINISHED SURFACE TO PACS MIX OF NO I AND 2 Z FLOOR OF THE CONCRETE BASE SiALL BE PROVIDED NTH STEPS ED SPRING LIE OF HIGHEST 7Z] PIPE �116_1 I- S. BACKFILL USING SELECT BACKFILL COMPACTED IN V UFTS UNDISTURBED-/ 4-T li�=l 11 1=1:14=1 li�=l 11 1: 7. SUMPS 94ALL BE 12*. SUBGRADE & ECIDITNC CONE TOP CAN BE USED FOR MANHOLES D011H GREATERR THAT 7 SECTION ETORM SEWER MANHOLE fl- -1. CONCRETE - CROWN I' AND TIEDWEL SMOOTH r O.D. GALVANIZED STEEL PIPE - PAINT OSHA SAFETY Yam CROWN l' AND TRDWEL SMOOTH FINISH GRADE =fl=7r� UN77 EARTH H IF, w IF, w IF, w IF, u IF - I �l CONCRETE FOOTING NOTES 1. BOLLARD FINISH: . PREPARE GALVANGM COMING TO RECEIVE PAINT. D. FINISH. APPLY (1) COAT OF RUST MENTOR PRIMER, APPLY (2) COATS OF GLOSS ENAMEL (DOLOR TO BE SELECTED BY THE OWNER) Z ALL CONCRETE STALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,ODD PSI 0 28 DAYS I ALL CDNOEETE SHALL HAVE A SLUMP OF NO GREATER THAN r (WTH A TOLERANCE OF 17. 4. ALL CDNatETE SHALL HAVE A 5% ENTRAINED AIR (WITH A TOLERANCES OF 12) CONFORMING NTH ASTM C26Q STEEL BOLLARD (CONCRETE FILLED) % N.T.S.NT.S 'SCALE SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT Na.:- Na. DATE DESCRIPTION BY REVIEWED BY DATE PROJ. MANAGER: WLANYWAY, UNLESS DONE UNDER THE MJ PROJ. N-987.04 DIRECTION OF.) COMPARABLE I 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 2 11/16/2021 DPS COMMENTS AB WL 11116121 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER SITE PLAN DETAILS 3 11/16/2021 CITYCOMMENTS AB WL 01/20/22 DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A Land Surveying, P.C. 4 02/25/2022 CITYCOMMENTS AB WL 02/25/22 CHECKED BY: \AIL LANDSCAPE ARCHITECT, IS A V 1 0 LATION 5 03/30/2022 CITYCOMMENTS AB 033022 OF THE NEWYORK STATE EDUCATION 1533 Cre5cent Road - Clitton Park, NY 12066 PRIME GROUP HOLDINGS C-503 LAW AND/OR REGULATIONS AND IS A 6 05/18/2022 CITYCOMMENTS AB WL 05/18/22 CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK 2 ' 6" CAS IF T CLEOWNING TOP SU SANITAI (FRAME PAVEM CONE SIGN EXTENSION(S) ) K . ECCENTRIC " CONE SECTION NON -SUP 25-MO1 12 OC Or RISER -1 SECTION CL �-4'-0" I.D. MIN. IS BOTTOM if . . . . . . . . . . . SECTION A 777 WA NOTES: 1.) SHOP DRAINING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER. SANITARY SEWER SERVICE ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO SME:- N.T.S. H S20-44 WHEEL LOADING REQUIREMENTS. PRECAST CONCRETE MANHOLE 5FT DEEP AND OVER FINISHED GRADE WAM N.T.S. 2"3 PIPE PROJECTION INTO H (TYR) . 4MPIPE WASH 2"3 PER FOOT A A A CHANNEL DEPT 0.8 PIPEI.D. INNAT ASAWED HALF J CONCRETE BENCHWAI kFORM SMOOTH CURVE PIPE SECTION B-B 4,000 psi MIN ONE-WAY INVERT MULTIPLE INVERT PLAN ALIGN 0.8 DEPTHS SMOOTH OF DIFFERENT SIZE 1/2" PER FOOT (MIN.) CURVE PIPES PITCH CROSS MH INVERT IN 0.10'(MIN.) TO 2'-6-(MAX. INVERT OUT ;w STANDARD INVERT SMOOTH DROP INVERT FILLET EXISTING SEWER MAIN: ADAPTOR MDNG IF REO?D END CAP FOR FUTURE PROPERTY LINE. R.O.W. OR TAPPING SADDLE CONNECTION EASEMENT LIMIT TO BE APPROVED BY D.P.W. OR 30' SEND AS REUD NEW SEWER MAIN CONSTRUCTION: ,F5' OR BO. *2 OR TEE/W. 27. 4' . 24" PRESSURE TREATED TO BE APPROVED BY D.P.WSET PLUMB AT END Of LATERAL RAGGED WITH ROURESCENT COLORED L:� SURVEY RIBBON FOR EASY IDENTIFICATION SEWER MAN +ZBULDING SEWER LATERAL LATERAL ON PRIVATEPROPERTY 6' MIN. SM 35 PVC MIN, SCH FD PVC CITY PROPERTY PRIVATE PROPERTY PLAN FINISHED GRADE -�- REVEAL OR SLOPE 2% MIN. (1/4- PER FOOT) TO 10% MAX. 45' 2". 4". 24* P.T. STAKE AS RE30- BEND Q'D -10 <- l�- PIPE BEDDING AS REWD 4 UNDISTURBED SUB -MADE SECTION NOTES- N.I.S. 1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBILITY. 2.) CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED MEN AVAILABLE PER CITY CODE SECTION 231-14. 3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY. 4.) ANY PART OF THE BUILDING SEWER WITHIN 10 MET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS. PULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) \WATER LINE SANITARY SEWER (GRAVITY OR FORCEMAIN) OR STORM SEWER SEE NOTES OR EARNYOMES R NOTES: (REFERENCE RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS") MEN INSTALLED PARAIIFI ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10% EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. SECTION A -A r-\BENCHWALL AND CHANNEL FOR SANITARY MANHOLE (-_-\UTILITY SEPARATIONS: PARALLEL AND CROSSING ��_ SCALE N.T.S. `N� SMIL' N.T.S. i WCUT LINE - SEE DETAIL SS-6 iEE PAVEMENT SECTION DETAIL SS-5 TRENCH WALLS LAID BACK PER OSHA REQTMTS ORIGINAL ASPHALT 12- OR SHEETING AO.II,E. WEARING COURSE(S) I. P-T IN IRE lAVEME H �A E URI 4" FERTILIZE, LIME, SEED AND MULCH MUC NT S C M S R M NO TOPSOIL, BORROW: MUL RAGED INORGANIC UEE SEC ION (UBBASE C )ESE GRANULAR SOILS AND/O ROCK. AUO.ELE. SEE NOTE 4 MAX. 1-1/2" SIZE. NOT MORE THAN 20% BY MIGHT PASSING #200 ORIGINAL SUBBASE COURSE ( 'IEW.OR NATIVE MATERIAL, AUO.B.E. LIFTS) USE VIBRATORY COMPACTOR WTH 12 PIPE ZONE BACKFILL - GRADATION SHALL BE: OUTSIDE CROWN "WELL WADED SAND WITH 3 4" MAX. PARTICLE SIZE AND NOT MORE THAN 1/0% PASSING #200 PIPE SPRINGUNE SIEVE (USE ABRATORY COMPACTOR WTH 8- UFTS) PIPE ZONE BEDDING - FOUNOATION STONE B070M O.D. CONFORM 10 N.Y.S. D.T. STANDARD SPEC. 703-02 COARSE AGGREGATE (SEE MOM 2) I.D. 1 3' MAX. I UNDISTURBED SUBG AGE OR EXTRA FOUNDAnON STONE AUOLB.E. NOTES: 1. STREET OPENING PERMIT IS REQUIRED 1 BASE COURSE FOR PAVEMENT: CONFORM TO NY.S. DOT SM. 703-02 WTH FOUOWNG MODIFICATIONS: 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 2-1�42: S - PASS 100% BY WEIGHT 1 3 S�EVE SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING EVE - PASS 95-IWX BY MIGHT 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE 3�4 � SIEVE PASS 60-75% SIEVE PASS 25- 5% OR #40 SIEVE PASS 1 0-25% SIZE DETERMINATION #2: 100% PASSING 1-1/2' SIEVE, 90-100% PASSING #100 SIEVE - PASS 3-12% 1" SIEVE0-15" PASSING 1/2" SIEVE. 4. SUBBASE COURSE FOR PAVEMENT. CONFORM TO GRADAMN/SIZE DESIGNATION TO BE DETERMINED .1 ENGINEER BASED ON N.Y.S. DOT STD. 304, TYPE 2. FIELD COW41IOIS. IF A BUILDING MAP IS REQUIRED: COVERED/ PERFORATED VENT TILL ET FRESH AIR INLET (Y MIN.) e CLEANCUT PLUG 3 -(MIN.) FINAL GRADE . . . . I I 2'(MAX.)� TT T IF NO INSIDE MANOUT. (PLUS BACKWATER VALVE) e WITH RFEW TO GRADE 4" CLEANOUT PLU S N M PUBLIC SEWER M �( 1//4 INCH/FT) BUILDING GRAIN(.IN. SLOPE) (SEE DETAIL SA-3) IF REQUIRED: IF REQUIRED (SEE NOTE): COMBINATION - AND 1/8 BEND PROVED BACKWATER VALVEDOUBL HAND HOLE BUILDING MAP, WITH CLEANOUT OR RUNNING MAP APPROVED SLEEVE Z FOUNDATION WALL I BASEMENT ROOR rc FOOTING 6- BUILDING MWOR(TYP.) a e BUILDING DRAI TYP.) NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING CODE FOR ADDITIONAL INFORMATION. _ �PIPE TRENCH SECTION e,�BUILDING DRAIN LAYOUT _ SCALE. N.T.S. SCALE N.T.S. CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE �ONSITEIALVACE LIGHT FIXTURE —BROADWAY: 6ARC22T5-MDLO3 LED: 96 WATT OFF BROADWAY - INNER DISTRICT: 3ARC22T5-MDLO3 LED: 53 WATT 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER —ACRYLIC ACORN LENS --5T TWIST LOCK FITTER 3/4- CHAMFER —DRIVER COMPARTMENT FINISHED GRADE ZINC LATED ANCHOR BOLT ---�ELECTRONIC PHOTOCELL ASSEMBLY PERMANUFACTURER'S (STREET SIDE) RECOMMENDATION 2" PVC SCHEDULE 40 NO DIRECT BURIAL GROUND ROD PER N.E.C. 4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FORM 20' DIA. UNDISTURBED SUBGRADE OR COMPACTED TO 90% —20 STANDARD PROCTOR 17"DIA, BASE 12" DIA, BOLT TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDH6UE AND IN BASE CIRCLE, DIAMOND PATTERN, FOUR OF LIGHTS THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER 1/2" x 18" ANCHOR BOLTS WASHERS, 2 INCH DO 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. ACCESS DOOR CATALOG NUMBERS: BROADWAY: PT-A850SRLED-5T-6ARC22T5-MDL03-A-PEC/4210FP4/VG OFF BROADWAY (INNER DISTRICT): PT `89nqR' ED ST 3ARC22T5-MDL03-A-PEC/4210FP4/VG HISTORIC LIGHTING DISTRICT SLED N.T.S.! MINAIRE TYPE B AND POLE FOUNDATION 7 j CAST IRON MANHOLE FRAME AND COVER - CAMBDU #1009 OR EQUAL. TOP SURFACE CHECKERED AND LABELED "CITY OF SARATOGA SPRINGS SANITARY SEWER" WTH LIFTING NOTCHES & VENT MOMS AS REQUIRED (FRAME TO BE SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF FINISHED GRADE C`dkR OARS PAVEMENT AND FLUSH TO 1/4- GROW P.O.) PRECAST GRADE RINGS (6- MIN. TO 20- MAX.) BRICK SHIMS NOT PERMITTED COVER 4'-0- FOR SANITARY MANHOLE, JOINTS BUTYL I.D.EALED -INDUSTRY A.O.B.E.. OR A.O.B.E. t 7V x 12" OF CUMMIRENTAL REINFORCEMENT BASE 0.12 R. in.PER UN. FT. MIN. SECTION FOR SANITARY MANHOLE, BOOT TYPE REXBUE MEMBRANE SLEEVE FOR PIPE TO MEET ASTA SPEC. NOUC-923 FOOO PSI CONCRETE BENCHWAU FOR REINFORCED SANITARY MANHOLE AND STORM MANHOLE STEPS PER NPLASTC,ZS NON S2.L817 A.O.B.E. (SEE DETAIL SA-4.) YE T % SIZE AND LOCATION OF PIPES `41 AS SPECIFIED g PRECASTCONCRETE BASE UNIT - 4,000 1* 1. AT 28 DAYS, AIR - ENTRAINED -12" CRUSHED STONE - I OR #2 NOMINAL SIZE OR GRADATION A.O.B.E. NOTES: UNDISTURBED SUBGRADE OR ADDITIONAL 1.) SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER. FOUNDATION STONE A.O.B.E. 2.) ALL MANHOLES TO BE PLACED IN ANY MAFRC AREAS SHALL MEET AASHTO HS20-44 WHEEL LOADING REQUIREMENTS. )UR ST CONCRETE MANHOLE UNDER 5FT DEEP N.T.S. 'SCALE SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT NO..- NO. DATE DESCRIPTION BY REVIEWED BY DATE PROJ. MANAGER: WLANYWAY, UNLESS DONE UNDER THE MJ PROJ. NO. 987.04 1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW PRODIRE TION OF A COMPARABLE CITY OF SARATOGA DATE: JULY 2021 FESSIONAL, (I.E.) ARCHITECT FOR AN Engineering and 2 11/16/2G21 DPS COMMENTS AB WL 11116121 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER 3 11/16/2G21 CITYCOMMENTS AB WL 01/20/22 DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A Land Surveying, P.C. DETAILS 4 G2/25/2G22 CITYCOMMENTS AB WL 02/25/22 CHECKED BY: \AIL LANDSCAPE ARCHITECT, IS AVIOLATION 5 G3/30/2G22 CITYCOMMENTS AB WL 03/30/22 OF THE NEWYORK STATE EDUCATION 1533 Cre5cent Road - Clitton Park, NY 12066 PRIME GROUP HOLDINGS C-504 LAW AND/OR REGULATIONS AND IS A 6 G5/18/2G22 CITYCOMMENTS AB WL 05/18/22 CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS TEE 90- (1/4) BEND 45- (1/8) BEND 22-1/2' (1/16) 11-1/4- (1/32) BEND SEND PIPE AREA DIMENSIONS ARE DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS SIZE SQ. _ SQ. _ SQ _ SQ. SQ INCHES FT. D x L FT. D x L FT. D x L FT.. D x L FT. D x L 6 3.2 1.5 X 2.5 4.5 2.0 . 2.5 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 8 5.7 2.0 . 3.0 8.0 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 10 8.8 2.5 x 3.5 12.5 3.0 x 4.5 6.8 2.0 x 3.0 3.4 1.5 X 2.5 1.7 1.0 x 2.0 12 12.7 3.5 x 3.5 18.0 4.0 x 4.5 9.7 2.5 x 4.0 5.0 2.0 x 2.5 2.5 1.5 x 2.0 THRUST BLOCK FABRIC FABRIC WATER MAIN OR SEWER GRADE FORCE MAIN) CONCRE THRUST BLOCK UNDISTURBED SECTION A -A SUL PLAN(TYP.) J L j NOTES: 1.) SEE DETAIL W-4 FOR JOINT RESTRAINT SPECIFICATIONS. 2.) SEE DETAIL W-6 FOR THRUST BLOCK SPECIFICATIONS AND SIZING. TYPICAL THRUST BLOCKS SCALE' N.T.S. 20'± EDGE FOR FUTURE SURFACE 1 EXTENDED SAWCUT TEMPORARYPAVEMENT AREA TO BE REPLACED WHEN ROAD NATURAL TAPER -�.. WEARING COURSE BINDER COURSE GRAVEL BASE COURSE WR SUB -BASE (-_-\BITUMINUS PAVEMENT TERMINATION SCALE: N.T.S. EXIST. PAVEMENT NEW CONSTRUCTION SA CUT DEPTH OF PAVEMENT TACK COAT ALL SURFACES PRIOR TO PAVING -TING GROUND SEE PIPETRE C AIL 3 C_504 ;)PAVEMENT SAWCUT _1 ,.. BROOM FINISH PERPENDICULAR TO WALK NOTES: NN BROOM FINISH PERPENDICULAR TO WALK 20'A-2SIO5' D.C. JOINT SPACING 6 CONCRETE - SEE CONCRETE EXP 4" CONCRETE - SEE CONCRETE SPECIFICATIONS DWG. SS-7 SPECIFICATIONS -DWG. SS-7 CONTROL JOINT SPACING 5' D.C. NOMINAL 6" X 6" NO. 6/6 WOVEN WRE MESH CROSS SLOPE - 1/8" TO 1/4" C.cl.t. EXCEPT A.O.B.E. PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A O.B.E. 6" GRANULAR SUBBASE COURSE ol Reba, d 6" X 6" NO. 6/6 WOVEN WIRE MESH MAX. SLOPE ALONG THE LENGTH 0 NYS DOT SECT. 304, TYPE 2 THE WALK SHOULD NOT EXCEED 1:12 pipi�q H Pipmq CONSTRUCTION JOINT DETAILS TO HE (tyPCOMPACTED TO 95% STANDARD PROCTOR 8" GRANULAR SUBBASE COURSE 'd) 3. y EE NYS DOT SECT. 304, TYPE 2 SUBGRADE COMPACTED TO SUBMITTED AND APPROVED BY 4 COMPACTED TO 95% STANDARD PROCTOR CITY ENGINEER slob)of 90% STANDARD PROCTOR e SIDEWALK WIDTH TO BE 5' MIN. OR TIe SUBGRADE COMPACTED TO 90% STANDARD PROCTOR AS ORDERED BY CITY ENGINEER TYPE 1 -TYPICAL PEDESTRIAN TRAFFIC LOADING TYPE 2- VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS) t GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: ItR "P, 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY UNE. facture, 2 * � SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. Wmasts 3. SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. ,mvreesienGENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WTHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: Eage 1, BY THE COUNTY COMM. OF PUBLIC WORKS. ALL SIDEWALK INSTALLATIONS MUST 11 DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED Insulation 2. SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR B'(MIN.) FROM THE EDGE OF SHOULDER. Polyethylene d on M.I.t... Barrier-1, Compacted6- typical WITH MUST BE CONSTRUCTED SO AS NOT TO INTERFERE TH DRAINAGE. -1 SS-8)-1 HIGH D-Ity typical7 CONCRETE SIDEWALK SCALE N.T.S. TYPICAL RADIANT HEAT IN SIDEWALK DETAIL SLAB ON GRADE APPLICATION SCALE N.T.& TOP COURSE NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT NYSDOT ITEM 407.0102 DILUTED TACK COAT A BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT, 304) COMPACTED TO 95% STANDARD PROCTOR. PAVEMENT TOP BINDER GRAVEL ESAL TYPE COURSE COURSE COURSE LEVEL SUBGRADE - COMPACTED TO 90% K0.3 STANDARD PROCTOR PARKING 1-1/2" 2" 8-10" LOT MILLION STANDARD 1-1/2" 3- 12" 130 ROADWAY MILLION HEAVILY TRAVELED/ 130 TRUCK 2" 4" 12" MILLION LOADING NOTES; SEE NOTE 2 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS.. ASPHALT PAVEMENT \,7� SCALE N.T.S. CONCRETE SIDEWALK & APRON TYPE 1 AT NON -VEHICLE TRAFFIC AREAS VEHICLETYPE 2 AT FIC AREAS (SEE DETAIL SS-8) TAPER CURB (AS NECESSARY) t: TURF 7 ASPHALT DRIVEWAY 6' CONCRETE CURB EXPANSION JOINT (TYR) FULL DEPTH OF CONCRETE TRANSITION CURB BOTH SIDES .1110 1-1/2" REVEAL (MAX.) OP� RANUS 5 STREET WARPED PAVEMENT AREA (TYP. BOTH SIDES) DROP CURB AT COMMERCIAL DRIVEWAY SCALE N.T.S. EXPANSION JOINT AT SIDEWALK 1/4" WIDE x DEPTH OF WALK FIBRE EXPANSION JOINT FILLER 6- TOP, FACE AND BACK SURFACES TO BE MACHINED SMOOTH AT CURB JOINTS, EXTEND CONCRETE TO 23" MAX. L114" BEVEL BELOW F.G. SEE DETAIL SS-8 FOR FINISH GRADE-, SIDEWALK REQUIREMENTS-,, 6_ REV 6 -EAU(MIN.) SEE DETAIL SS-5 FOR PAVEMENT 4P AND GRAVEL SUBASE REQUIREMENTS 18" 0 CURB 3' MIL, CONTINUOUS CONCRETE SETTING BED - SEE CONCRETE SPECIFICATIONS - DWG. SS-7 9SUBGRADE COMPACTED TO 0 CURB AND PLACEMENT SHALL CONFORM TO N.Y.S. DOT STDS. SEC. 609-3.01 6".18" GRANITE TRANSITION CURB TAPER CURB TO BLUSH WITH GRADE FINISH GRADE w-"- 2z. _C___l GRANITE CURB TERMINATION TYPE 3 CURB - GRANITE SCALE. N.T.S. ME NOM SEE NOTES FOR SPECIFICA, TIONS STOP SEE NOTES FOR SPECIFICATIONS AND PLACEMENT 0 GALVANIZED POST & BREAKAWAY SIDEWALK HARDWARE APPROVED BY CITY TRAFFIC DEPT. TRAFFIC SIGN LOCATION (SEE NOTES) BASE DST DRIVEN INTO GROUND (CONCRETE SHAUL. NOT BE USED) DROP CURB STREET TRAFFIC CONTROL SIGN SIGN LOCATION NOTES: 1.) ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO FINAL PLANNING BOARD APPROVAL. PHYSICAL LIMITATIONS AND/OR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIAL CONSTRUCTION METHODS AS DETERMINED IN THE FIELD. 2) POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND MOUNTING HEIGHT. 3: ) ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS MANUFACTURED BY 3M OR APPROVED EQUAL AND SHALL MEET THE LATEST RETROREFLECTIVITY REQUIREMENTS. 4.) SIGNS TO BE INSTALLED WITHIN THE SARATOGA COUNTY RIGHT OF WAY SHALL BE REVIEWED AND APPROVED BY THE SARATOGA COUNTY COMMISSIONER OF PUBLIC WORKS. _TRAFFIC CONTROL SIGN AND LOCATION SCALE N.T.S. 'SCALE SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT NE. N.. DATE DESCRIPTION BY REVIEWED BY DATE PROJ. MANAGER: WLANYWAY, UNLESS DONE UNDER THE MJ PROJ. NE. 987.04 1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW PRODIRE TION OF A COMPARABLE CITY OF SARATOGA DATE: JULY 2021 FESSICONAL, (I.E.) ARCHITECT FOR AN Engineering and 2 11/16/2G21 CPS COMMENTS AB WL 11116121 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER 3 11/16/2G21 CITYCOMMENTS AB WL 01/20/22 DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A Land Surveying, P.C. DETAILS 4 32/25/21322 CITYCOMMENTS AB WL 02/25/22 CHECKED BY: \Al_ LANDSCAPE ARCHITECT, IS A VIOLATION 5 33/30/21322 CITYCOMMENTS AB WL 03/30/22 OF THE NEWYORK STATE EDUCATION 1533 Cre5cent Road - Clitton Park, NY 12066 PRIME GROUP HOLDINGS C-505 LAW AND/OR REGULATIONS AND IS A 6 35/18/21322 CITYCOMMENTS AB WL 05/18/22 CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK I IL FINIAL(SAME FINISH AS POLE) ACRYLIC LENS LED ROOF -MOUNTED OPTICS ( HEAT SINK FOR HEAT TRANSFER THREEM EACH OLD TOWN STERNBERG ORNAMENTAL FIXTURES - (2) MODEL AS50SRLED/5T /(1) A85OSRLED/5T/PT fib WATT LED (4ARC22) 2200K COLOR TEMPERATURE SEALED LED /OPTICAL ASSEMBLY LED DRIVER W/ ELECTRICAL QUICK -DISCONNECT 3" HEAVY WALL CAST ALUMINUM FITTER WELDED TO POLE TOP (W/ PHOTOCELL IN POLE SHAFT) MODEL 478PM HEAVY WALL CAST ALUMINUM MOUNTING BRACKETS WITH VERDE GREEN FINISH (ARM & FIUGREES CAST IN ONE PIECE) 5" DIA. FLUTED ALUMINUM POLE - STERNBERG MODEL NO. 5214-FP VERDE GREEN FINISH 0.188" WALL THICKNESS 6061-T6 STRUCTURAL GRADE ALUMINUM POLE WELDED FOR SINGLE UNIT CONSTRUCTION DECORATIVE BASE ACCESS DOOR WITH STAINLESS STEEL ALLEN HEAD SCREWS 17" DIA. BASE WITH 0.750" FLOOR THICKNESS 4 ANCHOR BOLTS AND 1 GROUND LUG 3/4" CHAMFER (TYP) ZINC -PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION n 1 GROUND ROD PER N.E.C. ELECTRIC SERVICE - SEE NOTES 4000 PSI REINFORCED CONCRETE BASE •I WITH SONOTUBE FIBER FORM 24" DIA. (8 EA. #4 VERT. BARS EVENLY SPACED W/ 3" COVER) SUBGRADE - _ _ UNDISTURBED OR NOTES: COMPACTED TO 90% STANDARD PROCTOR 1. INSTALLATION OF DECORATIVE UGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBUC WORKS. (USE 120V POWER.) 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR ELECTRIFYING THE SYSTEM AND PAWNG THE ELECTRIC BILLS UNTIL ACCEPTED AND TAKEN OVER BY THE CITY OF SARATOGA SPRINGS. 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN1212/2HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WARE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS. SUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE. IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER WASHERS. 2 INCH OD 1/2 INCH 10 AND 1/8 INCH THICKNESS, AND LOCK WASHERS. HISTORIC LIGHTING DISTRICT LED TRIPLE LUMINAIRE TYPE C AND POLE FOUNDATION 7 SCALE N.T.S. SCALE: SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT NO.:- NO. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WANY WAY, UNLESS DONE UNDER THE L MJ PROJ. Na.:987.04 1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW PRODIRECTION OF A COMPARABLE Engineering and CITY OF SARATOGA DATE: JULY 2021 FESSIONAL, (I.E.) ARCHITECT FOR AN 2 11/16/2021 DPS COMMENTS AB WL 11/16/21 DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER Land Surveying, P.C. DETAILS 3 11/16/2021 CITYCOMMENTS AB WL 01/20/22 DRAWN BY: AJW OR LANDSCAPE ARCHITECT FOR A 4 02/25/2022 CITYCOMMENTS AB WL 02/25/22 CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION 5 03/30/2022 CITYCOMMENTS AB WL 03/30/22 OF THE NEWYORK STATE EDUCATION 1533Cre5cen}Road -Clifian Park, NY12066 PRIME GROUP HOLDINGS C-506 LAW AND/OR REGULATIONS AND IS A 6 05/18/2022 CITYCOMMENTS AB WL 05/18/22 CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK