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20210755 269 Broadway Site Plan Final Signed Plans
INDEX OF SHEETS 269 BROADWAY CITY OF SARATOGA, SARATOGA COUNTY, NEW YORK RECORD OF SUBMISSION PRELIMINARY SUBMISSION JULY 26, 2021 COVER C-001 . r� SECOND SUBMISSION OCTOBER 14 2021 NOTES & LEGEND C-002~ y ,R���4t`\ ' ,. r BMISSION JANUARY 20 2022 CONDITIONS PLAN C-100 .R .w � THIRD SU EXISTING CO .$ FORTH SUBMISSION FEBRUARY 25 2022 REMOVALS PLAN C-110 17 'J""Danast FIFTH SUBMISSION MARCH 30 2022 LAYOUT PLAN C-1204,.,.#...to SIXTH SUBMISSION MAY 18 2022 GRADING & DRAINAGE PLAN C-130 }T FINAL SUBMISSION JUNE 28 2022 SPOT GRADING PLAN C-131 JtV y t,, FINAL PLAN SET FEBRUARY 15 2023 UTILITY PLAN C-140 ry r ate LIGHTING PLAN C-141 - EROSION CONTROL & LANDSCAPING PLAN C-150 ..., 5prin t' PARKING LAYOUT TURNING MOVEMENT PLAN C-160` SITE.m HAMILTON/W CIRCULAR INTERSECTION PLAN C-161 av k- a `' WORK ZONE TRAFFIC CONTROL PLAN MPT-1 ��_,113 F zc WORK ZONE TRAFFIC CONTROL PLAN MPT-2 { C-500SITE PLAN DETAILS SITE PLAN DETAILS C-501 Y SITE PLAN DETAILS C-502 SITE PLAN DETAILS C-503 _ CITY OF SARATOGA DETAILS C-504` CITY OF SARATOGA DETAILS C-505 CITY OF SARATOGA DETAILS C-506 LOCATION MAP SUBMITTAL / REVISIONS No. DATE DESCRIPTION BY REVIEWED BY: 1 02/16/2023 1 FINAL PLAN SET AB WL q J. MANAGER: F DESIGNER GNED BY: WN BY: CKED BY: 77 �0F NEIi/ y0 0. PAN/` WL z� r �� • kJWkjw z %JW 2 WL �� 074751 AAOFESS\OAP THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION 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 NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering and Land Surveying, P.C. 1533 Crescent Road Clifton Park, NY 12065 COVER PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK 2oz/a755 SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: JULY 2021 c=001 File Name: F:\MJ987\987.04 (269 Broadway)\C-001 COVER.dwg (Layout: C-001 ) n,+n- 1n/orl Bch 1 F ?n,?i - A-dd PM (Names- nhnr7nl GENERAL CONSTRUCTION NOTES: 1. THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, RULES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO THE STATE ENVIRONMENTAL QUALITY REVIEW ACT (SEAR), FRESHWATER WETLANDS PERMIT REGULATIONS, THE MUNICIPAL LAWS, INCLUDING FLOODPLAIN MANAGEMENT LAWS. GENERAL NOTES (CONT.): 10. ALL WASTE AND DEBRIS TO BE REMOVED TO APPROPRIATE LANDFILLS. 11. ALL EARTHWORK GRADING SHALL BE BLENDED SMOOTHLY AND EVENLY INTO EXISTING CONDITIONS. 2. THE APPLICANT SHALL BEAR THE SOLE RESPONSIBILITY FOR ENSURING THAT ALL IMPROVEMENTS ARE COMPLETED AND MAINTAINED IN ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS, AND STANDARDS. 3. THE APPLICANT SHALL BE RESPONSIBLE FOR KEEPING EXISTING PUBLIC HIGHWAYS AND ADJACENT LANDS FREE OF DEBRIS, SOIL, AND OTHER MATTER WHICH MAY ACCUMULATE DUE TO CONSTRUCTION RELATED TO THE SITE. 4. ALL PLANT MATERIALS INSTALLED PURSUANT TO THIS SITE DEVELOPMENT PLAN SHALL CONFORM TO THE AMERICAN STANDARD NURSERY STOCK (ANSI Z60.1-1986) OF THE AMERICAN ASSOCIATION OF NURSERYMEN OR EQUIVALENT RECOGNIZED STANDARD, AND SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE. 5. ALL REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE NY STATE STANDARDS & SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. 6. BACKFILL USED IN TRENCHES EXCAVATED IN EXISTING ROADWAYS SHALL BE PLACED IN MAXIMUM 6-INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL COMPACTOR BETWEEN LIFTS. 7. BACKFILL MATERIAL AROUND PROPOSED OR EXISTING STRUCTURES SHALL BE PLACED IN MAXIMUM 6-INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL COMPACTOR BETWEEN LIFTS. 8. STREETS AND STORM SEWERS SHALL CONFORM TO THE MUNICIPAL LAW. 9. WETLANDS IDENTIFIED ON THESE PLANS MAY NOT BE DISTURBED WITHOUT APPLICABLE APPROVALS FROM THE U.S. ARMY CORPS OF ENGINEERS AND/OR NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. THESE AREAS MAY BE SUBJECT TO PERIODIC OR PERSISTENT STANDING WATER CONDITIONS. 10. THE FLOOD PLAIN AREA IDENTIFIED ON THESE PLANS MAY NOT BE DISTURBED WITHOUT MUNICIPAL REVIEW AND APPROVAL. 11. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL STAKE -OUT ALL IMPROVEMENTS, VERIFY GRADES, AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER. ALL GRADING SHALL BLEND INTO THE SURROUNDING GRADES AT THE EDGE OF THE CONSTRUCTION LIMITS. 12. CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ALL ITEMS DAMAGED OUTSIDE OF CONSTRUCTION LIMITS, OR ANY DISTURBANCE ON THE SITE WHICH ARE NOT PART OF THE IDENTIFIED WORK OF THIS CONTRACT. 13. CONTRACTOR SHALL VISIT THE SITE TO OBSERVE ALL EXISTING SITE CONDITIONS PRIOR TO THE START OF WORK. 14. CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS AND PERMITS PRIOR TO BEGINNING WORK. 15. CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY DURING CONSTRUCTION. HE SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. 16. CONTRACTOR TO PROVIDE RECORD MAPPING TO THE MUNICIPALITY FOR ALL INFRASTRUCTURE THAT WILL NOT BE OWNED, OPERATED, AND MAINTAINED BY THE MUNICIPALITY. 17. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY. CONTRACTOR TO CONTACT UFPO AS REQUIRED. I& ALL FILL AREAS REQUIRED FOR PROJECT SHALL BE CONSTRUCTED IN THE FOLLOWING MANNER: 18.1. REMOVAL AND STRIPPING OF ALL ORGANIC MATTER FROM FILL SHALL BE DONE. 18.2. FILL WILL BE DONE IN 6' LIFTS WITH NATIVE OR IMPORT CLEAN FILL WITH NO ORGANIC MATERIAL 18.3. THE FILL SHALL BE COMPACTED TO 95X MODIFIED PROCTOR TEST AND VERIFIED BY CONTRACTOR. 19. HANDICAP ACCESSIBLE PARKING STALLS AND ACCESSIBLE AISLES SHALL NOT EXCEED 2X SLOPE. SNOW REMOVAL NOTE: 1. SNOW WILL BE TRUCKED OFF SITE SHOULD THE AMOUNT OF SNOW PRESENT EXCEED AVAILABLE STORAGE SPACE. WATER MAIN NOTES: 1. CONTRACTOR TO COORDINATE WITH MUNICIPALITY FOR TEMPORARY SHUTOFF OF MUNICIPAL WATER MAINS. 2. ALL WATER MAINS, HYDRANTS, VALVES, AND SERVICES MUST BE INSTALLED IN ACCORDANCE WITH MUNICIPAL LAW. 3. 5'-0' MINIMUM COVER TO BE PROVIDED OVER ALL WATER MAINS. 4. PIPE SHALL BE RESTRAINED 50 FEET IN BOTH DIRECTIONS OF ALL FILL AREAS NTH "FIELD LOK". 5. ALL PIPES TO BE C-900 UNLESS NOTED OTHERWISE. STORMWATER DRAINAGE NOTE: 1. ALL STORMWATER PIPES TO BE SICPP OR CMP UNLESS OTHERWISE DICTATED ON PLANS. STORMWATER PIPES TO HAVE A MINIMUM SLOPE OF 0.5X. 2. SUMPS IN DRAINAGE STRUCTURES TO BE A MINIMUM OF 6". 3. STORMWATER MANAGEMENT SYSTEM TO BE DESIGNED FOR A 10 YEAR STORM EVENT MINIMUM. 4. ALL PIPES TO HAVE A MINIMUM OF 2 FEET OF COVER OVER THE TOP OF THE PIPES UNLESS OTHERWISE DICTATED ON PLANS. 5. NO SUBSTITUTIONS TO DRAINAGE STRUCTURES AS SPECIFIED ON THE PLANS AND DETAILS TO BE PERMITTED UNLESS DIRECTED BY THE DESIGN ENGINEER. 6. WHERE PLANS INDICATED NYSDOT STRUCTURE TYPES ARE CALL OUT ON PLANS DUE TO LIMITED COVERAGE OR TO HAVE CURB INLET BOX. THE CONTRACTOR MANY SUBSTITUTE THESE STRUCTURES BASED UPON APPROVAL OF MUNICIPALITY. NOWIT INT11\� 1. IN AREAS OF PROPOSED FILL„ ALL EXISTING VEGETATION AND OTHER ORGANIC MATERIAL, 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 REUSE ON -SITE IN A MANNER THAT WILL NOT BE CONDUCIVE TO ADVERSE EFFECTS OF DECOMPOSITION, SUCH AS THE PRODUCTION OF ODORS OR THE CONCENTRATIONS OF NOXIOUS OR EXPLOSIVE GASES, OR THE CREATION OF UNSTABLE SUBSURFACE CONDITIONS. THE PROPOSED METHOD OF ON -SITE PROCESSING AND REUSE SHALL BE SPECIFIED IN THE GRADING PERMIT APPLICATION AND MAY REWIRE CERTIFICATION BY A LICENSED PROFESSIONAL ENGINEER AS A SAFE AND EFFECTIVE MEANS OF DISPOSAL 2. NO VEGETATION OR OTHER WASTE MATERIALS SHALL BE BURIED ON THE SITE. 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 AND MOISTURE CONTENT OF NATIVE SOILS USED AS FILL ON SITE DELIVERY NOTE: 1. ALL DELIVERIES WILL BE REQUIRED TO USE THE DESIGNATED LOADING ZONE ALONG HAMILTON ST. AS DIRECTED TO BY THE PROPERTY OWNER TO ALLEVIATE TRAFFIC DISRUPTION ALONG BROADWAY. ABBREVIATIONS GENERAL NOTES: SPOT ELEVATION x ELEV. TOP OF STAIRS TS 1. DIG SAFELY NEW YORK TO BE CONTACTED PRIOR TO COMMENCING 1-800-962-7962 BOTTOM OF STAIRS BS FINISH GRADE FG SMOOTH INTERIOR POLYETHYLENE PIPE SICPP 2. THIS PROJECT MAY REQUIRE THE USE OF BLASTING FOR EXCAVATION. CONTRACTOR TO COORDINATE WITH THE VILLAGE OF VICTORY AND CITY FINISH FLOOR ELEVATION FFE ENGINEER FOR SAFETY PROTOCOLS AND PROPERTY NOTIFICATIONS AT LEAST TWO WEEKS IN ADVANCE. TOP OF CURB TC BOTTOM OF CURB BC TOP OF WALL TW 3. CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTA11ON DISTURBED OR DESTROYED, AS JUDGED BY THE BOTTOM OF WALL BW TOP OF GUTTER TG ENGINEER OR OWNER, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A NEW YORK STATE LICENSED LAND BOTTOM OF GUTTER BG SURVEYOR. FLARED END SECTION FES 4. CONTRACTOR TO TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 5. ALL UTILITY WORK INVOLVING CONNECTIONS TO THE EXISTING SYSTEMS SHALL BE COORDINATED WITH THE ENGINEER AND THE UTILITY OWNER. NOTIFY THE ENGINEER AND THE UTILITY OWNER 72 HOURS BEFORE EACH AND EVERY CONNECTION TO AN EXISTING SYSTEM. 6. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR TEMPORARY POLE SUPPORT DURING CONSTRUCTION AS NECESSARY. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH TEMPORARY UTILITY SUPPORT. 7. CONTRACTOR SHALL EXERCISE CARE IN HIS REMOVAL OPERATIONS SO AS NOT TO UNDULY DISTURB UNDERLYING MATERIALS WHICH ARE TO REMAIN IN PLACE. SHOULD THE CONTRACTOR DAMAGES ANY MATERIALS WHICH ARE TO REMAIN, THE DAMAGED MATERIALS SHALL BE REPAIRED OR REPLACED IN A MANNER SATISFACTORY TO THE ENGINEER AT NO ADDITIONAL EXPENSE TO THE OWNER. & DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT DROP WASTE CONCRETE, DEBRIS, OR OTHER MATERIAL IN THE SEWAGE AND/OR STORM SEWER COLLECTION SYSTEMS EXCEPT WHERE THE PLANS SPECIFICALLY PERMIT THE DROPPING OF MATERIAL PLATFORMS, NETS, SCREENS, OR OTHER PROTECTION DEVICES SHALL BE USED TO CATCH MATERIAL SHOULD THE ENGINEER DETERMINE THAT ADEQUATE PROTECTIVE DEVICES ARE NOT BEING EMPLOYED, WORK SHALL BE SUSPENDED UNTIL ADEQUATE PROTECTION IS PROVIDED. 9. CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS, AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD A CONDITION AS BEFORE. ANY DAMAGED TREES/SHRUBS, AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. EXISTING El BENCHMARK A. CONTROL BASELINE 0 C.I.R. CAPPED IRON ROD • I.P. IRON PIPE Q SANITARY MANHOLE ca CATCH BASIN Q STORM MANHOLE ® UNKNOWN MANHOLE FIRE HYDRANT GATE VALVE 0 ELECTRIC METER 0 ELECTRIC JUNCTION BOX © TELEPHONE BOX 0 UTILITY POLE DECIDUOUS TREE v SINGLE POST SIGN -�� DOUBLE POST SIGN TRAFFIC CONTROL BOX PULL TRAFFIC CONTROL. SIGNAL POLE BOLLARD C GUY WIRE CURB STOP BENCH BENCH IE GAS METER -o- GAS MARKER • UTILITY MARKOUT POINT GAS VALVE > LIGHT POST / BUILDING LINE +90.0 SPOT ELEVATION 291- - - - MINOR CONTOUR 290 ____ MAJOR CONTOUR sT STORM LINE ss SANITARY LINE E ELECTRIC LINE w WATER LINE E, T,C ELEC., TELE., COMM. LINE GAS LINE METAL RAILING PROPERTY LINE ADJACENT PROPERTY LINE oonon��n SANITARY MANHOLE C@ i SANITARY CLEAN -OUT VALVE ® CATCH BASIN 0 STORM MANHOLE ' WATER SHUT-OFF VALVE LIGHT POST ❑ WALL MOUNTED LIGHT Q �9 TREE O O SHRUB _A- SINGLE POST SIGN JUL DOUBLE POST SIGN F1 BENCH INLET PROTECTION _ (IN -PAVEMENT) INLET PROTECTION (OUT -OF -PAVEMENT) X ELEV. SPOT ELEVATION X OBJECT REMOVAL SS SANITARY LINE ST STORM LINE W WATER LINE E ELECTRIC LINE GAS LINE MINOR CONTOUR MAJOR CONTOUR RAILING SF SILT FENCE FEATURE LINE REMOVAL x x x x x x x x x UTILITY REMOVAL ASPHALT PAVEMENT rr� ►`.rill►' INST-ED: •�,�4''��r�i�r� �rFrw ZONING MAP NSTITUTIONAL EDUCATIONAL T-6: TRANSECT ZONE 6 URBAN CORE - RADIANT HEATED CONCRETE SIDEWALK SITE INFORMATION ® SEATWALL ZONING- T-6 TRANSECT ZONE 6 IN OVERLAY DISTRICT PLANTING BED PROPOSED USE: RETAIL, OFFICE AND RESTAURANT ALLOWED USES IN T-6 ZONE PLANTING BED (SECOND FLOOR) REQUIRED MAXIMUM HEIGHT: 70 FT PROPOSED 70 FT VARIANCE REQUIRED NO MINIMUM X BUILD OUT ALONG FRONTAGE: BOX 99X NO Y W W GREEN ROOF AREA CITY SETBACK REQUIREMENTS REQUIRED PROPOSED VARIANCE REQUIRED FRONT BLDG. SETBACK: 0' MIN TO 12' MAX 0 FEET NO ® ASPHALT REMOVAL SIDE BLDG. SETBACK: 0' 0 FEET NO REAR BLDG. SETBACK: 0' +/- 2 FEET NO ® CONCRETE REMOVAL REED CONSTRUCTION ENTRANCE SITE IS LOCATED WITH T-6 ZONE SO PARKING PER SECTION 6.2.2 REQUIRES 0 PARKING STALLS PROPOSED 70 PARKING STALLS (UNDERGROUND) VARIANCE REQUIRED NO SUBMITTAL / REVISIONS OF NEVI y0 � pq�,.� �P �� 1 C �. �* z� ` ra �� * v n. w r �,. z �� ° ° = s 074"151 Op OAP ROFES51 THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION 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 NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d Land Surveying., P.C. 1533 Crescent Road - Clifton Park, NY 12065 269 BROADWAY NOTES & LEGEND PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW DRAWN BY: AJW CHECKED BY: WL SITE SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: JULY 2021 C=002 Hies aiiiC. r.uw'; Voi x Vor.v4 (Go; DIUdUWdy)\lr-UUL 0EINER/AL IN I CJ.OWg (LayOUi: 1.-UUZ ) nata. VVari Fah 1 ri 9091 - A -AS PM (Names- ahnr7a1 1 ae �' 16' 291.2 + LANDS N/F w ' °4e THE SARATOGA HOSPITAL BOOK:2012 PAGE: 16471 o / TAX ID: 165.75-1-4.21 I / I I w_ O I w w / LANDS N F _ LL_ a I I GLOVERSVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION z O O SAN. b 3 3� $" I BOOK:1040 PAGE:35 QRIM=91.86 NANDICAPPED TAX ID: 165.75-1-4.1 wINV(A)=283.80, 122CLAI . io INV(B)=284.72, 12"CLAY Z0 I 2 91. 4+ I ILLJ / TCH BASIN 6 I / O m M=291.81 I / \ 3 V(A)=289.55, 12"RCP 2-STORY 0 3 (q) ONNECTION NOT EVIDENT I BRICK BUILDING O I I STORM MH 5 �B I S (D) J \ R M SUMP2929 9 895 8 // I MAINTENANCE ACCESS_ CATCH BASIN 4 I $ FOR CATCH BASIN 6 RIM=291.41 STORM MH 7 O 3 ` INV(A)=287.84, 12"HDPE CATCH BASIN 3 RIM=292.27 INV(B)=287.97, 12"HDPE RIM=291.25 INV(A)=286.5Z 16"RCP V a INV(A)=288.32, 12"HDPE INV(B)=286.67, 12"HDPE INV(B)=288.35, 12"HDPE INV(C)=286.93, 16"RCP y INV(D)=288.92, 15"HDPE \ ST 3 m \ \ \ Slnp• 2g2 88 STORM MH 2 I (q� I RIM=292.40 U \ ST INV(A)=288.41, 12"HDPE I 292 - - (B) INV(B)=288.70, 12"HDPE �B CAVC CURB INV(C)=288.97, 8"PVC T / ST \ o 3 \ 292.0 �SSAN. MH 1 RIM=292.89 \ i / INV(A)=288.11, 6"PVC I GPS i h \ I - - PARK G LOT AALT\\ s' (A INV(B)=288.26, 6"PVC N:1547061.090 / E.• 682398.419 \ ~ ) (C) I LP.F. EL 293.48' � � 292 - - ' � 292.5 + `� sr� ^ � 293 - G / UMPSTER GRAVEL l _ST / / CONC CURB /SAN. MH SS / RIM=295.204 a - FFE=295.42 INV(A)=290.40, 10"CLAY -- �� HO - - / � 5S I I b b 2 COM SP/rAL p/VL1 • I I CONC. INV(B)=290.7Q 10"CLAY O % INV(C)=290.67, 10°CLAY 31 ' 0110, CURB I �I J N B U BRICK BUILDING \ 3 SS W I / GRASS SEE EASEMENT NOTE No.1 0 2-STORY 296. O v1 oI / � _ - - G / 9 K Z 3 2" �gV ONLY G� \ o 0 TRANSFORMERS _a / I m o p ❑ o � ' /s'NO PARKING' 295 ? , 297 - DEED REFERENCES: 0 295.3 I 1. 519 BROADWAY, LLC TO 269 BROADWAY SARATOGA, LLC, DATED OCTOBER 15, 295.9 /) /-264.02• ro 2019, AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON OCTOBER 18, + 295.4 GRASS .nl�i \AFFjC S L 3 2019 1N LIBER 2019 PAGE 29745. E Fy 2. MARY J. COXE AND GEORGE F. JONES, AS TRUSTEES TO THE LAST WILL AND / I, TESTAMENT OF MARY J. JONES TO ST. PETER'S CHURCH, DATED MAY 11, 0 0 �3j ASPHALT / / / 0 29B 1907 AND FILED IN THE SARA TOGA COUNTY CLERK'S OFFICE ON MAY 29, 3 00 GRASS 24 / 6' �, �� PARKING LOT _ ¢¢Q BENCHMARK2 1907 IN LIBER 261 PAGE 411. CATCH BASIN 14 \ I "� / 2 / / 00 CS\ k X-GUT IN RIM=294.10 / HYDRANT NHOA MAP REFERENCES: INV=289.53, 12"RCP B ^ / �a / / / ELEV=300.18' 1. MAP TITLED "BOUNDARY AND TOPOGRAPHIC SURVEY OF LANDS TO BE T 3 0 �°� 24" I 4 269 BROADWAY N/F LLC // Zgg m CONVEYED TO 519 BROADWAY, LLC", PREPARED BY THOMPSON/FLEMING LAND ' \ SURVEYORS, DATED JANUARY 2017. r~1.R.F. • � _ BOOK: 2019 PAGE: 29745 3 � n1OA01. 294 6 J TAX ID: 165. 75-1- 7 / 2 BENCHMARK 91 NM76 h1Oi1wo _ (M.R. #1) i 2. MAP TITLED "MAP OF A PORTION OF THE PROPERTY OF ST PETER'S CHURCH, RR SPIKE IN WEST- FACE + S78' lV7g• 24, y - - 6 / 30" o SARATOGA SPRINGS, N.Y.", PREPARED BY S.J. MOTT CE, DATED JUNE 13, OF UTILITY POLE 3 L ��5.7.241•47"1� �7 h, / +// // / / 1923 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE IN CARD NO. 1, ELEV=295.44' o . . . . . . . . .. . . . . . . . . . . . . . . . . POCKET NO. 7, FOLDER NO. 3, MAP NO. 4, FILING DATE IS UNKNOWN. d .. .... .........� / / 3 y. .. ....: ......+ 295..6......... • i a� o ` Zg5 .10. �_ I i / /� / /��� _ 3g0 3 3 0 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. i `\�-' _ -'� / 1-1 / ENGINEERING AND LAND SURVEYING, P.C., DATED JANUARY 15, 2020. f. 3�0 / -. GRASS . . . . . . . . . .-� ^ - .. i :: e�?v` ' ...:.:..:.:.:.:.:............ - - _ _ .- .- .� 2 9 6 6 / / / EASEMENT NOTE: o . ... . . . .'.- . . . . .B6Vp� .............................................. . . . . . . . �. / / / /�0 ' _ O-'� 1. UTILITY EASEMENT GRANTED TO NIAGARA MOHAWK POWER GROUP DATED o r �` 8, . / �•y• �� / / �IR,F �. h NOVEMBER 13, 1979 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE W 2g6 24 47;,w . T �. . . . . . . . . i . �.� 264.5p• Nc �O� j j ON MARCH 7, 1980 1N LIBER 1004 PAGE 1148. ................. .��� p O . .. .. g h /...... i ................ ............ �............ 26 5 / \ Q p �, 298: 4.. �.� . 4 .0LO .�. GENERAL NOTES: �... + 296. 4 PERy OSED .. / . �.� . • �Q . . . . . j: y• : : . . . . . . . . EAMEM NTT . /• /• . . BENCtI - 4� J 1. NORTH IS ORIENTED TO GRID NORTH FROM GPS OBSERVATION. ASPHALT R.3) /. .+ . ./ /. . / PARKING LOT • • / Z 2. HORIZONTAL DATUM REFERS TO THE NORTH AMERICAN DATUM OF 1983 ... . -�..�. f....../.•.•.-.'300:3..�... . Fy ti - 297 297.3 + • • • • • / • GPS (NAD83/2011), NEW YORK STATE PLANE EAST ZONE (3101). / .. ... ... �.J..... / ... ,00 . . . . . . . . . .. . . . . . . . 0. N:1 6897.490 3 / / % . �... .. . . . �. . p �•' r E. sss.atl 3. VERTICAL DATUM REFERS TO NATIONAL GEODETIC VERTICAL DATUM OF 7929 STORM MH 15 ASPHALT - . . . . . . . . . .i ./. . . . . . �. . . . /. . • 3 3 EL: 03.37' RIM=295.29 v / PARKING LOT (UNABLE TO OPEN) b O / / ! (NGVD 29). / / �. 71 O 4. CONTOUR INTERVAL = 1 FOOT. �303 -29 8 5. INFORMATION SHOWN HEREON IS FROM A FIELD SURVEY COMPLETED BY M.J. Co `' ENGINEERING AND LAND SURVEYING, P.C. IN SEPTEMBER-OCTOBER 2019, 3 DECEMBER 2020 AND FEBRUARY-MARCH 2O21. / - 99' _ 2 - 6. UNDERGROUND UTILITIES SHOWN HERON ARE BASED ON SURFACE EVIDENCE SAN. MH 16 \ / / / - 303, / ' AND INFORMATION RECORDED DURING CONVENTIONAL SURVEY METHODS. THIS RIM=295.68 296 \ 3 �` _ ' 3 \ ❑ MAPPING DOES NOT PURPORT TO SHOW ALL UNDERGROUND UTILITIES ON SITE INv(A)=2as.28, 12"CLAY / / FFE=30 _ / �` - 304 AND IS SUBJECT TO FIELD VERIFICATION. INV(B)=288.93, 10"CLAY / / / Q 62 ` 04 INV(C)=288.48, 12"CLAY v 298.0 - 12" ACP / / °? �o 3 3 7. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS MAP IS A VIOLATION OF (REC) _3� / s m o SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS `s SURVEY MAP NOT BEARING THE LAND SURVEYORS SEAL AND SIGNED WITH GRASS INK SHALL NOT BE CONSIDERED TO BE VALID COPIES. CATCH BASIN 17 / 6 RIM--295.64 INV=291.41, 12"RCP 8. SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE. 305-O SURVEY IS SUBJECT TO ANY INFORMATION THAT AN UP TO DATE TITLE REPORT MAY DISCLOSE 299 7 FFE=300.64 20' 10, 0 20' as (1w pi M nmic SUBMITTAL / REVISIONS �� OF NE14V Y �Q �� PgN,c � P era l � * v� n �' `"°•. ,► r + s ` � ? c� 07475\ �� AgOFESs►0 THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (LE.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEWYORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS °A° MISDEMEANOR. Engineering a n d ' Land Surveying, P.C. 1533 Crescent Road -Clifton Park, NY 12065 269 BROADWAY EXISTING CONDITIONS PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW DRAWN BY: AJW CHECKED BY: WL SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: JULY 2021 CA 00 File Name: F:\MJ987\987.04 (269 Broadway)\C-100 EXISTING CONDITIONS.dwg (Layout: C-100 ) nata• lNari Fah 1.r, 9(101 - A -AS PM (Names- ahnr7q) a 131 16' 291.2 + LANDS N/F z .4 THE SARATOGA HOSPITAL LEGEND: 0 3 3 BOOK:2012 PAGE. 16471 o � ® ASPHALT REMOVAL TAX ID: 165.75-1-4.21 � � � � ® CONCRETE REMOVAL o o """"""x x UTILITY REMOVAL 3 / � � LANDS N/F —'� FEATURE LINE REMOVAL / GLOVERSVILLE FEDERAL SAVINGS o — a AND LOAN ASSOCIATION X SAN. MH / RIM=291.86 � 3� g" HANDICAPPED � l BOOK: 1040 PAGE:35 OBJECT REMOVAL INV(A)=283.80, 12"CLAY o INV(B)=284.72, 12"CLAY 3 PARKING` TYP. / / TAX ID: 165.75-1-4.1 291.4 + DELIVERY NOTE: rL� \ S / l TCH BASIN 6 1. ALL DELIVERIES WILL BE REQUIRED TO USE THE / m M=291.81 DESIGNATED LOADING ZONE ALONG HAMILTON ST. AS / 3 v(A)=289.55, 12"RCP l 2-STORY DIRECTED TO BY THE PROPERTY OWNER TO ALLEVIATE / �' ONNECTION NOT EVIDENT ' BRICK BUILDING TRAFFIC DISRUPTION ALONG BROADWAY.STORM MH 5 !B / S (D) �B) \ SUMP=289518 l l MAINTENANCE ACCESS _ CATCH BASIN 4 / j FOR CATCH BASIN 6 STORM MH 7 — RIM A)=2817.84, 12"HDPE INV(A28CATCH BASIN 3 RIM=292.27 p 3 / p INV(B)=287.97, 12"HDPE RIM=291.25 INV(A)=286.52, 16"RCP V h INV(A)=288.32, 12"HDPE INV(B)=286.67, 12"HDPE REMOVE AND RESET INV(B)=288.35, 12"HDPE INV(C)=286.93, 16"RCP y HOSPITAL SIGN INV(D)=288.92, 15"HDPE o l \ \ ST SQL// / // / / / FFE-29 ' REMOVE ELECTRIC TRANSFORMERS AND POWER LINES, 3 m \ \ REMOVE AND RELOCATE 2.88 TEMPORARY POWER RELOCATION MAY BE REQUIRED BY / \ �q) LIGHT FIXTURE / 3 v 3 \ ST NATIONAL GRID UNTIL TRANSFORMER/SWITCH IS of ' o — 292 - <B) Co _ / INSTALLED IN PERMANENT LOCATION. CONTRACTOR PE ti t `B REMOVE AND RESET PARKING SIGN(S) SHALL COORDINATE WITH NATIONAL GRID AS REQUIRED �9 \ SEE SHEET C-140 REMOVE AND RELOCATE — 3 \ LIGHT FIXTURE %ST (q� REMOVE TELEPHONE//_ SAN. MH 1 CROSSWALK TO BE RE -STRIPED, SEE SHEET C-120 3 3 / \ / i " ` v \ C8 (e) BOX RIM=292.89 I o y _ REMOVE AND RESET \ S� / INV(A)=288.11, 6"PVC REMOVE AND RESET PARKING SIGN(S) o / M — PARKING SIGN(S) \ m / INV(B)=288.26, 6"PVC / ,// REMOVE AND RELOCATE 1v �9 REMOVE AND \ LIGHT FIXTURE / RESET PARKING 'r�, v REMOVE AND RELOCATE REMOVE AND RELOCATE SIGN Zg P SIGNS 292— — 292.5 + ST _ LIGHT FIXTURE G UMPSTER AVEL / REMOVE EXISTING �vJ SIDEWALK, TYP. �` Cply CU ASS / SAN. MH 104 O_ —' SS FFE=295.42 INV(A)=290.40, 10"CLAY REMOVE CURB o O x * Cox � 0 / / 9 CONC. � l �aJ INV(C)=290.67, 10"CLAY ' �h a CURB MILL ASPHALT AREA y / — — B m 2-STORY 4f I I GRASS SEE EASEMENT NOTE No.1 O BRICK BUILDING \ 3 3 SS 294.3 / / —+ 296.0 \ REMOVE/ABANDON SEWER LATERAL PER CITY 3 CV \ga REQUIREMENTS 3 2" REMOVE SIGN _ m \ J TRANSFORMERS / , / O 3 3� DISCONNECT WATER SERVICE LATERAL /ENO PARKING' _ / � � TO MAIN PER CITY REQUIREMENTS. REMOVE WATER LATERAL AND VALVE / -297 REMOVE AND RELOCATE BUS SIGN o 0 3 295.3 2° 3 295.9 + J 1-264 02' / \ \ + 295.4 GRASS / / / THOM lPSON/C C 3 REMOVE/ABANDON GAS LINE, TYP. o / / / / FLEMING S/ 0[E FH CONTRACTOR TO COORDINATE WITH / NATIONAL GRID FOR REMOVAL OF LINE AND VALVE 3 rW GRASS T g6, EXISTING TREE TO REMAIN a �� — BENCHMARK #2 CATCH BASIN 14 CO REMOVE EXISTING / / / '� � PARKING LOT / / W �� 3 3 X-CUT IN RIM=294.10 ;� / / / HYDRANT NHOA INV=289.53, 12"RCP ELEV=300.18' o 3 LANDS N/F CO 2 269 BROADWAY SARATOGA LLC / gg \ BOOK:2019 PAGE:29745 BENCHMARK #1 NM16 TNOMPSON TAX ID: 165.75-1-7 3 3 o FLEMING� REMOVE TREE(S), TYP. (M. R. # 1) / �� „ 3 RR SPIKE IN WEST- FACE +..:.. S78• 24, . N78, 6 / a 30 0 .. OF UTILITY POLE �, • • • • • • • • • 47 ��. 24 47" + .......... E ..... _ w 1 ELEV=295.44' 0 3 / / � � �.'�� � REMOVE LIGHT FIXTURE ID Z .'.............'. ........ _ . • . • • • . �� / / / In ` _ 30 3 0 . . . . . .. - . _ _ y ' REMOVE BENCH, TYP. e . . . . . . . . . . . . . . . . . . . _ . . . . . ... 1. ...... _ :. REMOVE FIXTURE RELOCATE / / / / 0 ' Q) - o ..... i h g 624 , r V ..� ............. _�26 / TMoiPsav W IW Q 2 47 W . .. % ........ ........ ............. .. 450' FLEM1 J 3 �............ . / O J / / p C 296.4 _ ... .... .... 298:4.:.. PROPOSED .......... /,........�. ... O �3 REMOVE AND RELOCATE . f'j NEW 0 3 o � Zvi o LIGHT FIXTURE /. . . . . . . . . . . . . . . Ell fV �/. . . . . /. . . . BE m J ,- p �A . . . . . . . . . . (MR i . . /. . o / ASPHALT � � . . . • . . . . • . • . 3� REMOVE AND RESET SIGN . . . . . . • • — Z 0 W / PARKING LOT REMOVE TEMPORARY ELECTRICAL SERVICE, . . . . . . f 5"" 5 . . . . . ` FH —� •. •. •. •••.•• REMOVE AND RELOCATE h• � / LIGHTING CONNECTED TO SERVICE SHALL BE '/ � � ',' ',',',',',',',' ' 3 / . . . . . . . . . . . . . . . . . . .�.i. . . . LIGHT FIXTURE . , W o TIED INTO PROPOSED BUILDING. CONTRACTOR . . . . . . . . . . . ��. . . 3 v SHALL COORDINATE WITH NATIONAL GRID FOR / • • • J. O ASPHALT — I . . . STORM MH 15 — REMOVAL �. . . . 00 3 RIM-295.29 W / PARKINS LOT I / 3 (UNABLE TO OPEN) p p0 / + 298.4 Q 03 .... i..�... �O 3 C01VCe SID,6A R `. v Qj SAN. MH 16 / \ ` /� / / i / l / l — 3�3 ` ✓ / RIM=295.68 INV(A)=288.28, 12"CLAY l / / FFE_ / _ 3n4 b INV(B)=288.93, 10"CLAY / / / 300. 62 - `304 INV(C)=288.48, 12"CLAY 12" ACP / 3 (REC) / / / / 30 J �0S 3 O CATCH BASIN 17 / / / GRAB RIM=295.64 INV=291.41, 12"RCP / 305 3 3 / 299.7 FFE=300.64 l RY � // / aai(IkSaiiIlnmin SUBMITTAL / REVISIONS �E OF N�� THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY �P p�� D. Pq * .�• 'L, _ aYl ti �� ' If r ,==u '� �, A 0,>4751 (31 ANY WAY, UNLESS DONE UNDER THE DIRECTION 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 Engineering CI I1 ' Land Surveying, P.C. 1533 Crescent Road - Clifton Park, NY 12065 REMOVALS PLAN PRIME GROUP HOLDINGS No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW DRAWN BY: AJW CHECKED BY: WL �FF LAW AND/OR REGULATIONS AND IS SSIONP� CLASS "A" MISDEMEANOR. CITY OF SARATOGA NEW YORK W O � z W O = W � (n Q W L.L_ O O z ZQ W � O W SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: J U LY 2021 CMI 10 File Name: F:\MJ987\987.04 (269 Broadway)\C-110 REMOVALS.dwg (Layout: C-110 ) nata• ln/ari Fah 1 F% qnq� - A -AA PM (Nama• Ahnr7P) LEGEND: ASPHALT PAVEMENT RADIANT HEATED CONCRETE SIDEWALK SEAT WALL PLANTING BED DELIVERY NOTE: 1. ALL DELIVERIES WILL BE REQUIRED TO USE THE DESIGNATED LOADING ZONE ALONG HAMILTON ST. AS DIRECTED TO BY THE PROPERTY OWNER TO ALLEVIATE TRAFFIC DISRUPTION ALONG BROADWAY. SUGGESTED SIGN RELOCATION, SEE DETAIL 9/C-505 TYPE 3 GRANITE CURB, TYP. SEE DETAIL 8/C-505 ADA ACCESSIBLE CURB RAMP, SEE DETAIL 8/C-500 38 LF WHITE TYPE LS CROSSWALK, hI SEE DETAIL 10/C-500 NO PARIGNG ANY T~► PROPOSED "NO PARKING ANYTIME" SIGN TO BE MOUNTED ON UTILITY POLE MUTCD# R7-1, SIZE:12"x18" PAVEMENT STRIPING, HATCH 11 LF 4" WHITE EDGE LINE 11 SF HATCH SEE DETAIL 11/C-500 SAWCUT ASPHALT PAVEMENT, SEE DETAIL 3/C-505 NO FLUSH CURB THROUGH PARgNG DRIVEWAY, SEE DETAIL ` 6/C-505 PROPOSED "NO PARKING LOADING ZONE" SIGN 0 MUTCD# R7-6, SIZE:12"x18" SEE DETAIL 9/C-505 Z h PROPOSED NO LEFT TURN SIGN MUTCD# R3-2, SIZE:24"x24" SEE DETAIL 9/C-505 Z STANDARD ASPHALT PAVEMENT, SEE DETAIL 5/C-505 MOUNTABLE CURB, SEE DETAIL 13/C-500 FLUSH CURB THROUGH DRIVEWAY, SEE DETAIL 6/C-505 CONCRETE DRIVEWAY APRON, SEE DETAIL 6/C-505 SUGGESTED BUS SIGN RELOCATION, SEE DETAIL 9/0-505 RR SPIKE !N WEST— FACP. OF UTILITY POLE ELEY=295.44' PROPOSED "NO SPATEBOARDING,— BICYCLE RIDING, ROLLER BLADING, ROLLER SKATING, SCOOTER RIDING" SIGN SIZE:12'x18", SEE DETAIL 9/C-505 a 0 N E f . I7 1 � B HANDICAPPED il PARKING" TYP, r t J r EXISTING HOSPITAL SIGN TO B SEE DETAIL 10/C-500 /7E HGEAR PAD, TYP.t v, ' ETAIL 6/C-500 OLLARD, TYP. SEE DETAIL /C-503 / FRY GREASE RECEP' ` LOADING AREA r, PLANSSURE. SEE PAD, IL [—TRANSFORMER TYPS� DETAIL LANDS NIF THE SARA TOGA HOSPITAL BOOK:2012 PAGE: 16471 TAX ID: 165.75-1-4.21 ASPHALT f PARKING L3 EXISTING SIGN(S) TO BE RESET SEE DETAIL 9/C-505 0 - _ P - HCUl+iC. l J ; j 8 1, CURB f SANDS NIF GLOVERSVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION BOOK:1040 PAGE.35 TAX ID: 165.75-1-4.1 EXISTING SIGN(S) TO BE RESET SEE DETAIL 9/C-505 2-STORY / BRICK BUILDING { DUMP TER e� ❑P} f{ 2 to 6—STORY BUILDING - ti ?. 8_g• 6�—f0"= ,� PAVEMENT STRIPPING. • WHITE LETTERS, TYP. SEE DETAIL 15 C-500 s � PAVEMENT STRIPPING, WHITE SYMBOL 'i SEE DETAIL 16/C-500 ,J 46 LF 4" YELLOW SOLID Ir DOUBLE LINE (FULL BARRIER) I , 4 I PROPOSED NO LEFT TURN SIGN MUTCD# R3-2, SIZE: 24"x24" SEE DETAIL 9/C-505 SEAT WALL, TYP. SEE DETAIL � , �, LA�iDS Nij'F` _.. � rl 7/C-500 --- �� (i � 269 � fa `.LL u_°� I BOOK ; ' F vL': 2 m 2 BICYCLE RACK LOCATION, SEE TAX ID: to 75--1-7 5' DETAIL 12/C-500 2` A, rT5�v? SUGGESTED SIGN RELOCATION, SEE DETAIL 9/C-505 _. LANDSCAPE GRANITE CURB, TYP. SEE DETAIL 14/C-500 BD - 1 ;0 � o a , 30, 13. I. 3 BASEMENT LEVEL GARAGE f -- __ ENTRANCE . db ASPHALT PARKING LOT PLANTING BED, TYP. SEE SHEET C-150 BENCH, TYP. SEE DETAIL r S' RADIANT HEATED 11 /C-501 �f / It iffiIIIIIIIIIIIII O LLJ O ' = Z O ' Cf) Q W LL- O O Z Q w ry W I 1 IL El Ha Ir 1 l r j F��NC7- MAR Z X—CN i IN 2 fl FiYDEed�NT P�HGAE tl ELEV=.300.18 j -.,117.AOpE j� 30 ,y-�.�j//���ill/ J .� N i THOMPSON v s� _� T Yet tfJ O o Q t % 2 ill \£ t 1 4�8• LANDING AREA z ADA COMPLIANT RAMP WITH / >a HANDRAIL, TYP. SEE DETAILS 9/C-500, 7/C-505 I z f w PROPOSED 'NO SPATEBOARDING, BICYCLE RIDING, ROLLER BLADING, ROLLER SKATING, SCOOTER RIDING' SIGN SIZE:12"x18% SEE DETAIL 9/C-505 r u 20' 10, 0 20' SUBMITTAL / REVISIONS �pF NEIn7 y O /P U PANIC c� P ti * c� '!, * " _ W m �_1 -' d '> s "�4„y� p 074751 �� AROFESS��NP� THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION 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 AND/OR REGULATIONS AND IS A CLASS A MISDEMEANOR. Engineering a n d Land Surveying, P.C. 1533 Crescent Road - Clifton Park, NY 12065 269 BROADWAY LAYOUT PLAN PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW DRAWN BY: AJW CHECKED BY: WL SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: J U LY 2021 C=120 File Name: F:\MJ987\987.04 (269 Broadway)\C-120 MATERIAL & LAYOUT.dwg (Layout: C-120 ) nata• VVarI Fah 'I ri 7ng3 - A -As PM (Names- ahnr7Al 1 , ftt J)rl iY I l 7 6 r 911, 2+ r LANDS NIF � W THE SARATOGA HOSPITAL LEGEND J Jlt I BOOK:2012 PAGE: 16471 TAX ID: 165.75-1-4.21 r` C.D ASPHALT PAVEMENT I W 1 111 I O RADIANT HEATED CONCRETE SIDEWALK J Q ® SEAT WALL LANDS N,%F LL PLANTING BED rr J( 1 f f GLOVEPSVILLB FEDERAL SAVINGS � O AND LOAN ASSOCIATION o ,I 1 , BOOK: 1040 PAGE. I z Q PLANTING BED (2ND FLOOR) {t 1 ` �I l I I f 1 TAX ID: 165. 75-1-4. `t I; ♦ l \ t I l 291.4 ¢ W GREEN ROOF AREA 10 1 jIf � 1 TCH BASIN 6 /I y� � r , M=291.81 I t -O NEC77ON5NOT EWDENT CKSTORY I SRtCK BUILDING �r �' �s MH(D) t I J i .__sT�RRIM=292..3.5 l ----Sr � \l 5Uu=28.1 MAINTENANCE ACCESS _ -- I FOR CATCH BASIN RIM 297.41 J STORM MH 7 I �) ? I ti --- 'VV A-237.84, Z"HOPE „A'%Ft BASIN RIM-292,27 I " t t� rRIM=29f.2S o f j J J p>� N✓(3)=2 ?,97. 12"HDPE !NV(A)=268332, i�"r GPF I,dV,A)=28s,sz, 16-RCP 1 !! ,% l 1 i i J WV(8)=286.67, 12"HDP_ /f • ,' ! NV(Bj=a88.35, I2"HDPE INV(C)=286.93, 16-RC. WV(0)=288.92, 15"HDPE / i j 'w I i ST `� 1 ` =29288 `�``�' � fj'"`-�. / % -STORM tit t 2 I N V(.4)=288.4 r, 12 "HDPE / MATCH EXISTING SIDEWALK- � / / / INV(B)=288.70. 12'--HDPE / � 292g . dd f I STORMWATER PLANTER `�'"`---5 SEE DETAIL 2/C 503I � STORMWATER PLANTERS, TYP. OF 2 ° -' 2J itI '• SEE DETAIL 2/C-503 t 292,v 292.5 7 / TF:293.30 rF 2,95.4 INV OUT.290.50 SEE DETAIL 6/C-502 0 57 LF OF 12" HDPE r Oi t ... �80ti1� J� � � :I 2-STORY ® 0.50% ED U BRICK BUILDING I r �( -i- 296,0 IL 2gf f , r .. •....:. .. O r MATCH EXISTING SIDEWALK / Z : stiff: y� W W ° r A� 7% 'r M 0 r 4 LF OF 6 HDPE ® 1.0096 J „y c r 22 LF OF 12" HDPE I� SEE DETAIL 2/C-502 ® 1.00% I W ` l ". I�i BENCHMARK w w 4 LF OF 6" HDPE ® 1.00% CATCH BASIN 14-- fI ' ! X-CUT IN RIM=294.r0 I r y W SEE DETAIL 2 C-502 (f)/j D NH /`� ,ffiiVA! iVfiVA INV=28.53, 12'°RCP DMH2: r I 11 I ELF_V- 300,18 ST _. _ f l W Y Y INV N:292.98 LANDS N� � " INV OUT:292.98 269 ROADWAY S RATOG L 3 LF OF 6 HDPE ® 1.00%- -�,_{ G SEE DETAIL 2 C-502 c'� K:2019 PACE:297 / ;s SEE DETAIL 6/C-503 T X "B: 165 75 1a7 I BE NP k1 Rif i W W W } Jir �. (€�f.F�, �1) (2) 45' BEND t �I RR SPIKE IN WEST_ FACE - � _ �, �, r• _ - _ _.. .,:,,6 ► 30-' STORMWATER PLANTERS, TYP. OF 2 OF ' " ' r " ROLE SEE DETAIL / -503 DMH4 (DOGHOUSE STRUCTURE) ,, 1 f TF: 294.6000 INV IN:289.70 (16" RCP) ,, % ` t GREEN ROOF AREA:4536SF INV IN: 290.00 (12" HDPE) ice" I 12" TEE � ( » J ' �I o, SEE DETAIL 1 /C-503 INV OUT: 289.70 (16 RCP) �> INV: S �- �, �, �, (CONTRACTOR TO VERIFY) I SEE DETAIL 2 C-502 120 LF OF 12" HDPE ht '°NFTE W W / 0 1.00% �. ` 87 LF OF 6 HDPE ®1.00% / STORMWATER PLANTERS, TYP. OF 4 'w ,. SEE DETAIL 2 C-502 --_ si 1S -� � . h �' SEE DETAIL 2/C-503 ijJ Q / DCB3: _., _ _ -^i r 298 6 LF OF 6" HDPE ®1.00% DCB2: is C TF: 295.05 - y TF: 296.75 J SEE DETAIL 2/C-502 INV OUT.291.40 - -' 1, a' INV IN:292.52 SEE DETAIL 6/C-502 Fri / INV OUT:292.52 I , f 27 LF OF 12" HDPE 1, SEE DETAIL 6/C-502 STORM MH 15 R9M 295.29 (UNABLE Try OPEN) / DMH3: I I TF:294.70 l 36 LF OF 12" HDP 1 I ', INV IN:290.22 j- ® 1.00; INV IN:291.05 i, ( ) ;' INV OUT:290.22 - l 2 45' V l SEE DETAIL 8/C-504 I'ti \ II t l 298.01--"' (REC) l 1 Iq CATCH BASIN 17 --r RIM=295.64 INV f/=t 291. 41, 12"RDH i f jt C 299.7 FF_E=3006 64 i .T-sTORy I Q� 71 LF OF 6" HDPE ® 1.00%,� SEE DETAIL 2/C-502�Lx f f STORM DETENTION SYSTEM __ -. '30,3 I j' SEE DETAILS 3, 4 & 5/C-503 STORMWATER PLANTERS, TYP. OF 3 1305 SEE DETAIL 2/C-503' ✓1 2 LF OF 6" HDPE O 1.00% I 1 SEE DETAIL 2/C-502 1 (2) 45' BEND 5 LF OF 6" HDPE ® 1.00% SEE DETAIL 2/C-502 n. y - / DMH1 t TF:300.98 INV IN:292.98 INV OUT: 292.98 SEE DETAIL 6/C-503 lid MATCH EXISTING SIDEWALK SUBMITTAL / REVISIONS of NE14, y Gj�P P�ti%, � D P��'� - � mLl�LLj pA 0?475� ��� 9DFESSIO\A THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE \ DIRECTION 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 AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d Land Surveying P C i • 1533 Crescent Road - Clifton Park, NY 12065 269 BROADWAY GRADING DRAINAGE PLAN PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROD. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW DRAWN BY: AJW CHECKED BY: WL SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: JULY 2021 CA 30 File Name: FAMJ987\987.04 (269 Broadway)\C-130 GRADING & DRAINAGE. dwg (Layout: C-130 ) nnta. 1AIar1 Fah 1 FN gn7R - A -AA PRA (Names• ahnr7a) LEGEND: ASPHALT PAVEMENT RADIANT HEATED CONCRETE SIDEWAWN PLANTING BED CATCH BASIN 14 RIM=294.70 INV=289.53, 12"RCP QENCF1A AH #1 PR SPIKE IN WEST-- FACE OF UTILITY POLE 6,LEV= 295.44' 1< � 7 ! 291.2 + LANDS Ili/ THE SARATOGA HOSPITAL I 1 I ,I( / BOOK:2012 PAGE: 16471 TAX ID; 165.75-1-4,21 ' /I %{ I ILANDS N/F GLOM RS VILLE FEDERAL SAVING, AND LOAN ASSOCIATION BOOK; 1040 PAGE: 35 TAX ID. 165.: 5-1-4,1 1 C 1.` BASIN s � A9=2?.a? , (i I V A)-289.55, 12"RCP t /✓' 2-STORY �r j�ONNECTION NOT EVIDENT f !/� BRICK BCtIiD(h!G Z�, STORM MH �e RIM=292.35 s 7/ j MAIN - 289 1 fi / Y 'fir. s SVMP 289,18NCE ACCESS, l !lam- 7 ' _ FOR CATCH BASIN 8 %GATGN 1.411 � RIM=291.41 STORM MH 7 �, N✓{A)=287.84. 12"HDPE j I - CATCH .� __ 7 GATGM BASIN 3 RIM=292.2P RV(A)= 2. INV(A)=285.52, i6'°RGP f t 1NVf@)=287,97, #2"HOPE �„ �r 1 / INV{A}=Z88.v2, ?� J�i1, v j 1 % INV(B)=288.35 12"HDPE rNV(a}=286.87, i2"HLiPE It � I Yt j jj INV(C)= 286.93, 1 &"RCP ! � ! iNV(G)=288.92, 15"r-SCPE ; 11 % ' l 1 - Fri RIM=292.40 INV(A)=288.41, 12 HDPE 292 - � '' - -� , l� INV(B)=288.7 c, ; HOPE ( } l 10> 1 J - `"�- ..=- - / ` INV(C)=288.97. 8"PVG J1 ` F?9.2.v 1 Y TC: 293.17 'm ( BC 292.67 292.61 ( TC/BC:292.67 TC: 292.96'- %%% / 1 292.9 BC:292.58\ 293.0 �29i2 7�ii 1 ; 0 'a 931U 29 1 - j �C93 292, 0 ,� �- 9 u -e TC/B 292 70 p :i f ✓, y - TC: 293.26fj kWx 293.2 292.9t BC: ,2 70 2 ? /`\%\ _ j1 'FFE-25.42 ' BC:293.45 • GASIIEN5 y I Jj// •, j f-P293.39 45�93.33 SEORME 3 �� f .f. [j 1T Iy I r `i LO ( f I TC: /BC:� 93.56 -'': ! / 2-STORY __. 29 .45 1/ BRICK BUILDING - - Z H I E _ - 6.0 jj/r jjr TC. C oMP ER�_. H Zg4 r �9 1 Z 293.8 Dim tl2 �i'� � a � r .7 8 x _ r t 1 t,I BC• r FFE wff tea.: 8.00 J TC: 294.1 ,1295.9 BC:293 6 294.15 r 2 TC: 284 20, { , aa` r; 7 a I.. 98.20 ��i a - -x -� m , 429 / F 4 � TC/BC. - F 2 4.33 t/ 1 / 6 1( TC: 2 4.70 a j y 300.55 .,. � r , _ �`✓ � 30 45 TC: 294.70 TC C ' 294. BC:294.20 r' 294.70 I � � ! .VDS N �• ` ;' 300. 1 J' 294. .25 ��„f+� '� � � 269 'Y� _ �- fii -L�z� � 1 i '� TC �C��� r2 4. FFE-297.00 E?OOrC. ?:�,f GE; 2 / : 1 : .._ ���� 40 30 6 r 2 i �L ' 294.80 11 294.3 29 .8 I{ :°t'. �¢1� / w, 13 -3 9' C 1 300. ' f' TC:294.83 c 1 j BC: 294.33 94.83 94.80 �,� N � ,2 0 1 2 30 . 3 i TC: 295.19 94. 94. (r 9 V 9 .0 � 300. 70 1 i �1 BC: 294.69 294 72 / - ' 1 96.90 TW3:300.00 r ��, : f �%--_--_._�__ _ BW3:297.50 / f % � , 300. .07 `� s' /% i----_ "'_. H TC: 298.20 01.0T, 1 TC: 299.20 296.75 29 . C: 297.60 BC; 298.60 f { Jttir n 29 .0 TC:300.20 1 sc �; X BC' 299.60 TC: 301.20 1 rlr TW4: 299.0 10 TC: 298.20 N BE 300.60 TC: 302.20 - BW4:297.� TW4 299.2 BC:297.60 rTW3: 303 20 W • 297.23 } BC: 301,60 BC: 302 60 �' W to a j TW4:299.0 l 29 g 1 i I BW4:297.05. \ I BW3 299.50 u r %" XX 29 } TC: 299.20 TV& 302.80 .1 !? Q W �fi / I" TW4: 299.0 297.25 / : 298.E B : 299.50 C: 302.2 -� .ip i f BW4:297.35 TW4.299.05 9 Il I ✓ _ ;BW4:297.05 __ i C:300.20 C:301.60 TW2:302.8 T 02.60 t O Q P + 296.4 �� 1� � j TW4:299.2 297.9 298 � C:299.60 BW2:302. 0 / I BW4:297.20 3.. TW 299.20 / 301.20 - Uj 1 BW:298.05 �/ 299. C:300.60 TWI:30 .80 l m J >. TC:298.9 BW1. 2.30 BC:28. 0 299. � a✓✓ij i �� - L 297. 3 E_ r 299. 0 303.20fl f jj i f C:302.60 7 STORM MH 15 _ RIM =295,2� J -- r TW 4.80i (UNABLE 7v OPEN) f{ ! 1 I -4-- 298.4 TC•299.25 i 301. 04.30 j1 n i / BC:299.25 cr 30 .0 E/ -40 / i- 1 04.30 ll 04.20 SIDew,4ex 304. 0 04.434. W. 304.29 30 1l L12" RCP � j 00. '304, f f f f CATCH BASIN 17 ----j RIM=295,84 tN'-291.41, 12"RCP % 7FE-300.64 � f t299.71 j I ° s � 3�-STOP`' ry Rr•, , ! /f X-CUT IN HYDRANT N1g0AE ELEV 300.18 w O � � O w o J aLLj ry O O z Q w o � iz LLJ 20' 10, 0 20' SUBMITTAL / REVISIONS OF NE14/ �'�P P�� P��iC C9 * Vr n'� j' m ; N „va' ? 0j475A ��� goF�ssioNP� THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION 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 AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. ' Engineering and Land Surveying, P.C. 1533 Crescent Road - Clifton Park, NY 12065 269 BROADWAY SPOT GRADING PLAN PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW DRAWN BY: AJW CHECKED BY: WL SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: JULY 2021 C=131 File Name: F:\MJ987\987.04 (269 Broadway)\C-130 GRADING & DRAINAGE.dwg (Layout: C-131 ) na+a• XAipri Fah 1 r; 7n9l - A -AS PKA (Names- nhnmga I I A 0 �0 16 LANDS N/F L� j THE SARATOGA HOSPITAL CD BOOK:2012 PAGE: 16471 TAX ID: 165.75-1-4.21 CD - ASPHALT PAVEMENT ' Z LLJ O RADIANT HEATED CONCRETE SIDEWALK ti o t-- cn ® SEAT WALL 3 /' Q GLOVERSVI LE LLJ LANDS EDERAL SAVINGS ~ LL- PLANTING BED v Q SAN. MH AND LOAN ASSOCIATION Z Z RIM=2986 BOOK: 1040 PAGE: 35 3� g'' I TAX ID: 165.75-1-4.1 UTILITY EASEMENT INv(A)=283.80. 12"cLAY o SSMH2 w 0 INV(B)=284.72, 12"CLAY 3 RIM: 293.70 I INV IN: 287.15 (4") INV IN: 286.95 (6") / m INV OUT: 286.85 (6") / SUGGESTED SWITCHGEAR LOCATION. 3 SEE DETAIL 1/C-504 2-STORY CONTRACTOR SHALL COORDINATE WITH j 45° BEND BRICK BUILDING NATIONAL GRID ON LOCATION OF PRIMARY SERVICE LINE TO BUILDING rB FRYER GREASE RECEPTACLE Q S (D) GAS METER (3) LOCATION UNDERGROUND ELECTRICAL TO BUILDING SHOWN / FOR SCHEMATIC PURPOSES, CONTRACTOR SHALL COORDINATE WITH NATIONAL GRID ON 0 3 SIZE, MATERIAL, AND LOCATION �. UNDERGROUND ELECTRICAL If RELOCATION SHOWN FOR SCHEMATIC r SEWER CLEAN OUT, v k" PURPOSES, CONTRACTOR SHALL SEE DETAIL 5/C-502 3 COORDINATE WITH NATIONAL GRID ON / 3 f SIZE, MATERIAL, AND LOCATION /I ' 6" SDR35 SEWER LATERAL o GAS LINE RELOCATION SHOWN FOR 0 SCHEMATIC PURPOSES ONLY, CONTRACTOR SSMH1 (DOGHOUSE STRUCTURE) SHALL COORDINATE WITH NATIONAL GRID RIM: 293.23 v ON SIZE, LATERAL, AND LOCATION ti INV IN: 286.55 (6) 3 ST (A) SAN. MH 1 INV IN: 286.05 (12") ! ��' �� f 69) RIM=292-89 INV OUT: INV SEE DETAIL 862/C.05 (502 r PROPOSED UTILITY EASEMENT 12")S�__ (a) m INV(B)=288.26, 6'PVC TO BE COORDINATED NTH (C) CONTRACTOR TO PERFORM TEST PIT TO VERIFY SIZE, LOCATION AND DEPTH OF EXISTING WATER MAIN. CONTRACTOR SHALL PERFORM WET -TAP FOR CONNECTION WATER MAIN CONNECTION, SEE DETAIL 9/C-502 �O NOTE: VENTING FOR GREASE TRAPS f SHALL BE EXTENDED TO ROOF OF BUILDING. I- CO Z r i co co 6" DIP WATER LATERAL j 11 l I 1 �I n - 6" WATER SHUT-OFF VALVE AT PROPERTY LINE, SEE DETAIL 3/C-502 II 53'_8" I j1 B I t � 3 it 1 BENCHMARK 4 NM16 ST S RR SPIKE IN WEST- F CE ! OF UTILITY POLE i ELEV=295.44' 3 0 CO' U 'QS ^ S1 0 0 ti V , 3 v h Lo ~ 2 U 9) kk; c S SAN. MH 16 ~ RIM=295.68 U 3 INV(A)=288.28, 12"CLAY INV(13)=288.93, 10-CLAY INV(C)=288.48, 12°CLAY r I h I I h NATIONAL GRID ss sr 150'-0. i __S7 0�1 SS 'R4rySDpMC H / I 2-STORY H b \\ BRICK BUILDINGSs / 3 COORDINATE WITH MEP PLANS FOR m o UTILITY CONNECTION TO BUILDING, TYP. ALL GAS LINE TO BUILDING SHOWN FOR 6-STORY BUILDING SCHEMATIC PURPOSES ONLY, CONTRACTOR S ` SHALL COORDINATE WITH NATIONAL GRID 7 H ON SIZE, LATERAL, AND LOCATION f 4" SDR35 SUGGESTED TRANSFORMER LOCATION. CONIRACTOR SHALL COORDINATE NATIONAL GRID ON LOCATION OF I PRIMARY SERVICE LINE TO BUILDING 6" SDR35 SEWER LATERAL INV OUT:287.20 (4") " T-� GREASE INTERCEPTOR, Z 2 SEE DETAIL 7/C-502 _ COORDINATE WITH MEP PLANS FOR UTILITY CONNECTION TO BUILDING, TYP. ALL � - - L DS N_-------- l%F � _ 269 Y A tL {2 J, BOOK: I GE:2 - -- TAX 1 75-1-7 r ST ST ST ST ST N ST 1s -ls t i j; 3-STORY ' `S SMH1 (DOGHOUSE STRUCTURE) RIM: 293.23 3 INV IN: 286.55 (6") INV IN: 286.05 (12") r ! INV OUT: 286.05 (12") SSMH2 I SEE DETAIL 2/C-502 RIM: 293.70 _ � G INV IN: 287.15 (4") i INV IN: 286.95 (6") G INV OUT: 286.85 (6") SEE DETAIL 1/C-504 _ G 3 41 G N G f SAS ETERS j 3 GAS METERS O MOUNTED ON WALL S ; TR ANSFORMER S Q - - x 6 SS.1 I I 9 M l ONMP R I II $$ 4"__N I � O�MP � I ro R � I SIFT 6" DIP i 7 lI ( LI �r1 45° BEND ' 4" SDR 35 INV OUT. 287.20 ti UTILITY PLAN - DUMPSTER AREA 0 5' 10, SCALE: 1 = 10' SAN. MH 104 RIM=295.20 INV(A)=290.40, 10"CLAY INV(B)=290.70, 10"CLAY TeJ INV(C)=290.67, 10"CLAY SS J � I BENCHMARK 2 3 3 X-CUT IN _ HYDRANT NHOA ELEV= 300.18' ro :ware 3 3 =1 30" I 3 3 T H o 1S �Tj C6 m J' Z I � 3 3 1 � ❑ 00 3 3 0 1 o W � 1 i 20' 10, 0 20' SUBMITTAL / REVISIONS OF NFtj/ �P p. p y P� A'yi * �U� n �; I c� '� ': '�` �_ i'' w U, �a 0-'475A � qOF E NP THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FORA LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d Land Surveying, P.C.r 1533 Crescent Road - Clifton Park, NY 12065 269 BROADWAY UTILITY PLAN PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW DRAWN BY: AJW CHECKED BY: WL SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: J U LY 2021 C=140 File Name: F:\MJ987\987.04 (269 Broadway)\C-140 UTILITY PLAN.dwg (Layout: C-140 ) Plata• Fri Anr n7 9n9'1 - 19-R0 PM (Names• ahnr7nl 1*3�:U ASPHALT PAVEMENT RADIANT HEATED CONCRETE �.SEAT WALL PLANTING BED V ( 16�f LANDS N/F- 1 f THE SARATOGA HOSPITAL BOOK:2012 PAGE: 16471 TAB 1D: 165.75-1-4.21 If I ' i 1 2—STONY BRICK BUILDING �r 61 If I ' +o, +a, r I fl 4 z +o. +o.. +os f 9 � +. +n. +n. f < 4PI 4p +pa �y+,�,��/ Il } +"� +a., +o.a +o.. jl * . +o., r +°° 4PI +o.s + +o.. +oo + +o.r +"'--.J I r° t s _np, LANDS N/F GLOVERSVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION BOOK. 1040 PAGE; 35 TAX ID. 165.75-1— 4.1 PROPOSED LIGHT FIXTURE AT 18' MOUNTING HEIGHT, SEE SCHEDULE THIS SHEET \— RELOCATED LIGHT POLE WITH NEW If LED FIXTURE, SEE DETAIL 7/C-504 RELOCATED LIGHT POLE WITH NEW LED FIXTURE, SEE DETAIL 7/C-504 J Ir u PROPOSED TRIPLE HISTORIC LIGHT FIXTURE, FINAL LOCATION TO BE APPROVED BY THE CITY AND NATIONAL GRID SEE DETAIL 1/C-506 El RELOCATED LIGHT POLE WITH NEW LED FIXTURE, FINAL LOCATION TO BE APPROVED BY THE CITY AND NATIONAL GRID, SEE DETAIL 7/C-504 LiJ o � CD w p J Q cn LL- z Q w ry it w LIGHTING NOTES: 1. THIS PLAN IS FOR INFORMATIONAL PURPOSES ONLY. SEE MEP PLANS FOR CONDUIT ROUTING AND SIZE. 2. ALL ELECTRICAL WORK IS TO BE DONE IN FULL COMPLIANCE WITH THE CURRENT EDITION OF THE NATIONAL ELECTRIC CODE AND WITH STATE AND LOCAL STANDARDS. 3. COORDINATE WITH THE CITY AND NATIONAL GRID FOR CONNECTION OF RELOCATED CONDUIT AND LIGHTING WITHIN THE CITY RIGHT—OF—WAY (ROW). 20' 10, 0 20' SUBMITTAL / REVISIONS �� OF NEtj C"� �� D• pq �0 P / �v `�ayi �m " Z _ cP { FSFyA� 2.9 4 \= 0�' 75A �� �FFSSIONP� THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION 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 AND/OR REGULATIONS AND IS A CLASS "A° MISDEMEANOR. Engineering and Land Surveying, P C P.C. 1533 Crescent Road - Clifton Park, NY 12065 269 BROADWAY LIGHTING PLAN PRIME GROUP HOLDINGS � CITY OF SA�ATOGA NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW DRAWN BY: AJW CHECKED BY: WL SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: JULY 2021 C=141 1 File Name: F:\MJ987\987.04 (269 Broadway)\C-140 UTILITY PLAN.dwg (Layout: C-141 ) nnta- �A(arl Fah 1.1; qng� - A-A7 PKA (Names- nhnr7al PLANTING SCHEDULE t / ABRV BOTANICAL NAME COMMON NAME QTY SIZE SPACING REMARKS 1-9 f P 16" !ANDS rV%F TREES ( j f THE SARA TOGA HOSPITAL. LEGEND:�' ;/ f l BOOK:2012 PAGE, 16471 CB CARPINUS BETULUS "FASTIGIATA" UPRIGHT EUROPEAN HORNBEAN 4 3" CAL. AS SHOWN fAX ?D. 165.7 1-4.21 TA TILIA AMERICANA 'GREENSPIRE' LINDEN 2 4.5-5" CAL. AS SHOWN SPECIMEN TREES ASPHALT PAVEMENT f � 1' , � �€ ' SHRUBS RADIANT HEATED CONCRETE SIDEWALK / r cy IG ILEX GLABRA 'SHAMROCK' INKBERRY 34 36" HT. 4' O.C. SEAT WALL JA JUNIPERUS 'ANODRRA' ANDORRA JUNIPER 40 5 GAL. 4' O.C. JS JUNIPERUS 'SPARTAN' SPARTAN JUNIPER 3 5' HT. 5' O.C. 1 GL OVE7RSVILLE FEDERAL SAVINGS PLANTING BED 1 - AND LOAN ASSOCIATION PH PENNISETUM "HAMELN" DWARF FOUNTAIN GRASS 101 1 GAL. AS SHOWN 1 BOOK: 040 PAGE: 35 PERENNIALS & GRASSES CONSTRUCTION ENTRANCE TAX ID: io5.T5- 7-4.1 LS LIRIOPE SPICATA LILYTURF 300 1 GAL. 12" O.C. T SIGN RELOCATION/RESET , fV I' INLET FILTER (IN PAVEMENT) 0 � l� frx TORBUIYr€ INLET FILTER (OUT OF PAVEMENT) € w r 1�� f SF SILT FENCE (// f NOTE: 1. STAGING AREA AND CONCRETE WASHOUT AREA TO BE� € LiOJ LOCATED AT FIELD ACROSS THE STREET. FIELD TO BE f r % F- REHABIUTATED AFTER CONSTRUCTION. l jf 2. PROVIDE IRRIGATION SYSTEM IN ALLI I =f - j j % f ' Q LLJ � LAWN/LANDSCAPING AREAS. 1 INLET FILTER (IN PAVEMENT),If 1'f f TYP. SEE DETAIL 5/C-501 f r� / JS r PLANTING BED, TYP. SEE w - DETAILS 3, 9/C-501 r \\ � w + 1/ PH \ _ +�� 5 n 92 ' , f r CONSTRUCTION ENTRANCE'G_ I ` y a- L SEE DETAIL 6/C-501=" -4- �e'�~- _� I MRS OR `q ~- -1 ! f € SILT FENCE, TYP. o SEE DETAIL 1/C-501 -� " 3�'-. -•.ti - �'1 ! .i 1 t5 �ti,r`7.'..$)„V is j' f * 1 4�P ` ' t /�[�` j L9l `-" f// l fl V / r r J IJ y'� 1111 CO � '+? Ss ." Fay - ;� ,,.,'. - f ft�\.•.�" _ O l SUM _fUp, !ji f q R U R / e �...�. i 1• ..-� i x "^"---- '--•,..,,i4"""�.-�.. � // i)r3 ❑ € -� STa AND / y - -`g7 ARE,q - r; 0 10 20 SECOND FLOOR LANDSCAPING PLAN A , , j} ( 4 j ✓ '3r�SF t rid S; r it r AIR _ LA f 2 r j 1 "_ PH L�ENC, '' l f X—CUT IN BENCHMARK 411 RR SPIKE IN WEST— FACE OF UTILITY POLE ELEV— 205.44 ` V k f t € h HYDRANT AIHOAi PH 6 �, 1 DS NI' "/l PH 26,9 {2 8 PH IX lf?. .76 1-7 " E\ r TREE PROTECTION FENCING, 5T $ f R. 9 `� �' / f 1 SEE DETAIL 2/C-506 g a, PH 2 �> ti , 3'0" t r $ • PH s' • 8 N PH 4 rr LAWN, PH r �1 A 1 t 2 € �' 'y{-• � � 4B �, . --' t // _..��� LAWN- H f. LAWN o jjLS LAWN f l_ 1 4 fr, INLET FILTER (OUT OF PAVEMENT), IYP. SEE DETAIL 10/C-501 30Jbf -j / f LAWN � ./ 1-1 "1 j II \ "1II \ 1 \ r 1 ✓ � � r Iff iff11' vgfil El 1 r / jj� f 1 —7 f S- IORY Priru rya rrr r;M f SUBMITTAL / REVISIONS pF NEB/ )- �Q D. Pq O � P� tii p * v� t \''a cm � � ��`. �"' j, �_ s w m ; i N F 44siva'' ^ \z p o� c� 09 475� ���' °FFS ,IoNP THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE ARABLEUNDER HE DIRECTION 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 AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d Land Surveying, P.C. 1533 Crescent Road - Clifton Park, NY 12065 269 BROADWAY EROSION CONTROL & LANDSCAPING PLAN PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW DRAWN BY: AJW CHECKED BY: WL SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: JULY 2021 CA 50 File Name: FAMJ987\987.04 (269 Broadway)\C-150 EROSION & SEDIMENT CONTROL.dwg (Layout: C-150 ) nata- \A(ari Fah 1 F qnq� - d•dR PhA (Names- ahnr7al jt t i ASPHALT i GRASS Atztc PARKING LOT ' 1 If i / { r� o 0 t � n / Cotvcrl Li 0 z 0. 0 1t RDi F- �n ens CURBii BO J 2-STORY LL- BRtcx BUILDING r l� a' O J /LLJ- J Az El j J If .' r 49DEW ALk ixrr '--------------------- - � i l BENCHMARK NYURAN I NHUA F )A f. Y TOG A ., i�\. +. PA 1. 9u0Yf a.� 1 Y 165 ,5-1— 4 --� �.✓ jjJjJ BENC,:H ARK �f1 1 �RR SPIKE IN WEST— FACE OF UTILITY POLE �� �� 4;_ftftftftft.. IQ J� MAE �Q 1 f .' J s I` aQ If cli PARKING LEVEL 2 TURNING MOVEMENT SCALE: 1 = 20 If PARKING ASPHALT OB 1 w ,� 6 r?UMPS ER _ GRAVEL J C 1 °6 ( \ �l ° 0 1 1 r svz - �-- c~n C01111 Q w 0 CUt t d ! ��s� a0z CURB j� W If WD J � " I BRICK BUILDING If O /yi _ i , f f.., i j z r O � Q Zz If It, cowokor If HYDRANT NHOA >� 8 j - ---- ELE'v=�c�.1' l S Nr 7 Q{TIPS �' 'm j J BEPdCI?ARK1 RR SPIKE IN WEST —FACE �_ " , �"�� ° � � 3 D" OF UTILITY POLE i { j 9 If _ . 1 t1 i l' >. % b 24 VV fj / jJ t / • ' i Jj Cri 4 \\ z PARKING LEVEL 1 TURNING MOVEMENT SCALE: 1 = 20 20' 10, 0 20' SUBMITTAL / REVISIONS OF �� y p. Pp O �P P�� Nicy � �',-, �^ ,i , s w 2 «.__,sue ? s �U 07475\ ARo NPR THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FORA LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEWYORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d Land Surveying, P.C. 1533 Crescent Road - Clifton Park, NY 12065 269 BROADWAY PARKING LAYOUT TURNING MOVEMENT PLAN PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROD. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW DRAWN BY: AJW CHECKED BY: WL SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: JULY 2021 CA 60 1 File Name: FAMJ987\987.04 (269 Broadway)\C-160 TURNING MOVEMENT.dwg (Layout: C-160 ) natal lAh l Fah 1 F, gnxi - d•d9 PKA (Names• ahII COLOR CODE LEGEND CODE DESCRIPTION A BLACK LEGEND AND BORDER ON AN ORANGE BACKGROUND B BLACK LEGEND AND BORDER ON A WHITE BACKGROUND C WHITE LEGEND AND BORDER ON A GREEN BACKGROUND WHITE LEGEND AND BORDER D ON A RED BACKGROUND E RED LEGEND AND BORDER ON A WHITE BACKGROUND BLACK LEGEND AND BORDER F ON A FLOURESCENT YELLOW GREEN BACKGROUND WHITE LEGEND AND BORDER G ON A BLUE AND RED BACKGROUND TABLE NY2-A PLACEMENT DISTANCE FOR BARRIER VEHICLES PRECONSTRUCTION POSTED SPEED LIMIT (MPH) PLACEMENT DISTANCE (FT.) BARRIER VEHICLES* (18000 LBS.) -(24000 LBS.) MINIMUM MAXIMUM MINIMUM MAXIMUM > 55 100 FT. 200 FT. 100 FT. 200 FT. 45 - 55 100 FT. 200 FT. 85 FT. 165 FT. < 45 85 FT. 165 FT. 50 FT. 100 FT. WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGN SIGN DESIGNATION COLOR CODE CONVENTIONAL ROAD EXPRESSWAY FREEWAY E5-1 C ------- T2"X60" 72"XGO" T@90 NG"? G20-1 A 36118" 48"X24" 48"X24" pw"wGAA G20-2 A 36118" 48124" 48124" G20-4 A 36"X18" G20-50P A 24"XI8" 36"X24" 36"X24" X XX' M1-1 G 1 024'X24,GTT5 36"X36° 36"X36" _a MI -If G 3 DIGITS 30"'X24" 45'X36" 45"X36" �--� V7 X u MI-4 B 1 OR 2 DIGITS 24"X24" 36"X36" 36"X36" XXX M1-4t B 3 DIGITS 30"X24" 45"'X36" 45""X36'" NORTH M3-1 SEE NOTE 3 24'X12" 36"X18" 36"XIB" EAST M3-2 SOUTH M3-3 WEST M3-4 DEIOUB M4-8 A 24"X12" 36"XI8" 361118" D rouR M4-8c A 24"X18" 24"X18" 24"X18" CETQUR M4-9L M4-9R A 30"X24" 48136" 48"X36" DETOURETOUR DETOUR — DET UR M4-9a A 30124" 30"X24" ------- DES OUR TO DETOi1R M4-9b A 30"X24° 30"X24" ------- DE T�Oi/R DET ►R 1 M4-9c A 30"X24" 30"X24" DETOUR M4-1OL A 48"X18" 48"X18" 48"X18" DETOUR 144-1OR r MS -I SEE NOTE 3 21"X15" 30121" 39121" M5-2 SE NOTE 3 211IX15" 30121" 30")(21" M6-1 SEE NOTE 3. 21'Xt5" 30"X21" 30"X21" M6-2 M6-3 iAI M6-4 NYM3-1 B 24"X24" 36"X36" 36"X36" 7()()( NYM3-2 8 30"X24" 45"X36" 45"X36" XXA NYM3-3 8 30"X24" 45936" 45"X36" TABLE NY2-B PLACEMENT DISTANCE FOR SHADOW VEHICLES PRECONSTRUCTION POSTED SPEED LIMIT (MPH) PLACEMENT DISTANCE (FT.) SHADOW VEHICLES** -� (18000 LBS.) (24000 LBS.) MINIMUM MAXIMUM MINIMUM MAXIMUM > 55 230 FT. 330 FT. 180 FT. 280 FT. 45 - 55 180 FT. 280 FT. 150 FT. 250 FT. < 45 100 FT. 200 FT. 100 FT. 200 FT, TABLE FLARE RATES FOR 619-4 POSITIVE BARRIER TYPE OF POSITIVE BARRIER POSTED SPED LIMIT 30 MPH 40 MPH 150 I MPH 155 I MPH 65 I MPH TEMPORARY CONCRETE BARRIER 8:1 11:1 14:1 116st 20:1 BOX BEAM OR HEAVY POST CORRUGATED BEAM 7:1 9.1 111.1 12:1 15:1 TABLE NY6H-3 ADVANCE WARNING SIGN SPACING ROAD TYPE DISTANCE BETWEEN SIGNS SIGN LEGEND A (FT.) B IFT.) I C (FT.) XX YY URBAN (<- 30 MPH*) t00 too 100 AHEAD AHEAD URBAN (35-40 MPH*) 200 200 200 AHEAD AHEAD URBAN (>- 45 MPH*) 350 350 350 1000 FT. AHEAD RURAL 1 500 500 500 1500 FT.1 1000 FT. EXPRESSWAY / FREEWAY 1 1000 1500 2640 11 MILE I Y2 MILE WORK DURATION DEFINITIONS LONG-TERM STATIONARY IS WORK THAT OCCUPIES A LOCATION MORE THAN 3 CONSECUTIVE OAYS. INTERMEDIATE -TERM STATIONARY IS WORK THAT OCCUPIES A LOCATION MORE THAN ONE DAYLIGHT PERIOD UP TO 3 CONSECUTIVE DAYS, OR NIGHTTIME WORK LASTING MORE THAN 1 HOUR. SHORT-TERM STATIONARY IS DAYTIME WORK THAT OCCUPIES A LOCATION FOR MORE THAN 1 HOUR WITHIN A SINGLE DAYLIGHT PERIOD. SHORT DURATION IS WORK THAT OCCUPIES A LOCATION UP TO i HOUR. MOBILE IS WORK THAT MOVES INTERMITTENTLY OR CONTINUOUSLY. WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGN SIGN COLOR CONVENTIONAL EXPRESSWAY FREEWAY DESIGNATION CODE ROAD , NYR9-11 B 24142" 48184" 48184" ePECMG iN 6iG r� " NYR9-12 B 24"X36" 36"X54" 48"X72" RUMBLE srRiPs . NYW4-17 A 361IX36" 48"X48" 48"X48" wE.T PAINT NYWO-30 A 48"X24" 48124" 48"X24" S LANEW NYWB-31 A 48124" 48124" 48"X24' °PassT NYW8-32 A 48"X24" 48"X24" 48"X24" LANE CL0�4 NYW8-33 A 48124" 48124" 48124" RI-1 D 36136" 36"X36" 48148" VR1-2 E 36136136" 48148148" 60160160" 11— 24"X30" XX R2-1 B 30`R 36X48" 36"X40" (SEE NOTE 5) €ND NIGNER PENES ZONE R2-11 B 24130" 36148" 36'X48" END WORK R2-12 B 24"X36"" 36"'X54" 36"X54" SPEED LIMIT NOT R4-1 B 24130" 3V'X48" 36"X48" PASS r� R4-7 B 24130" 36148" 36°X48" R4-7c B 18"X30" ------- ------ NARROW B 24130" 36148" 36'"X48" NilR4-8 R4-8c B 18130" NARROW STAY IN LANE R4-9 B 24130" 3WX46" 36"X48" RS-I E 36136" 36136" 48"X48" c""sswA,x R9-8 B 36"X18" 36118" I------- Ewa,r R9-9 8 24"X12" 24"X12'" ------- s�cl �m •-- R9-IOL . 414!'M+,A use LL05`" R9-1QR B 24112" 24"X12" �—•.•- an"a sroL R9-1IL 8 24"XIB" 24118" — �r R9-11R s� FeN R9_1IOL ! R9-S 1 aR B 24"Xi2" 24112" ------- A"EYAIK ACrS"i STOP RED A RIC-6 B 24136" 24136" — - ROAD CLOSED RI1 2 B 48" 30" 48"X 0" 48'"X0' WORK ZONE TRAFFIC CONTROL LEGEND SYMBOL DESCRIPTION ARROW PANEL ARROW PANEL, CAUTION MODE w" ARROW PANEL TRAILER OR SUPPORT (-i CHANGEABLE MESSAGE SIGN (PVMS) ■ CHANNELIZING DEVICE CRASH CUSHION/TEMPORARY IMPACT ATTENUATOR DIRECTION OF TEMPORARY TRAFFIC DETOUR =1> DIRECTION OF TRAFFIC r FLAGGER FLAG TREE - +■1 LUMINAIRE PAVEMENNGS THAT SHALL BE REMOVED TFOR RAILONG TERM PROJECT F SIGN, TEMPORARY TEMPORARY BARRIER ® TEMPORARY BARRIER WITH WARNING LIGHTS 0-►- TRAFFIC OR PEDESTRIAN SIGNAL TYPE III BARRICADE WARNING LIGHTS WORK SPACE - WORK VEHICLE 1 WORK VEHICLE WITH TRUCK MOUNTED ATTENUATOR TABLE GC-3 TAPER LENGTH FOR TEMPORARY TRAFFIC CONTROL ZONES TYPE OF TAPER TAPER LENGTH (L) MERGING TAPER L SHIFTING TAPER L/2 SHOULDER TAPER L/3 ONE -LANE, TWO-WAY TRAFFIC TAPER 100 FT. MAXIMUM DOWNSTREAM TAPER 100 FT. PER LANE WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGN SIGN DESIGNATION COLOR CODE CONVENTIONAL ROAD EXPRESSWAY FREEWAY R4A6�CLDSED TN w�S �NEAG R11-3a WI-4L B 6D"X3a"' 6o"X3D'" 48"X48" ------- 48140" WI-4R A 361IX36" WI-4bL WI-4DR A 36"X36" 48'X48" 48"X48" ll� W1-40L WI-4cR A 361126" 48148" 48"X48" W1-6L A 48"X24" 60"X30" 60130" LonTj WI-GR A wl BL A BORDERI 18124" 30136" 30"X36" A WI 8R BORDER) W3-1 A4 36"X36" 48148" 481148" W3-2 A4 36"X36" 48148" 48"X48" W3-3 A4 36"X36" 48148" 48148" PREP�AIBD a sTaP W3-4 A 36136" 48148" 48148" W3-5 0 36136" 48"08" 48148" W4-IL A 36"X36" 48"X48" 48"X48" W4-1R I:MI W4-2L 48"X48" 48148" I W4-2R A 36"X36" TABLE NY1-A BARRIER VEHICLE USE REQUIREMENTS (LONG TERM, INTERMEDIATE TERM, AND SHORT TERM STATIONARY CLOSURES) USE REQUIREMENTS4,5 NON -FREEWAY (PRECONSTRUCTION POSTED SPEED LIMIT) CLOSURE TYPE EXPOSURE CONDITIONI FREEWAY a 45 MPH 35-40 MPH 5 30 MPH WORKERS ON FOOT OR 3 3 3 2 IN VEHICLES EXPOSED REQUIRED REQUIRED REQUIRED OPTIONAL TO TRAFFIC LANE CLOSURE NON TRAVERSABLE HAZARD UE. EQUIPMENT, MATERIALS, REQUIRED 3 REQUIRED 3 OPTIONAL 2 2 OPTIONAL EXCAVATION) ONLY NO WORKERS EXPOSED WORKERS ON FOOT OR 2 2 IN VEHICLES EXPOSED REQUIRED3 REQUIRED3 OPTIONAL OPTIONAL TO TRAFFIC SHOULDER CLOSURE NON -TRAVERSABLE HAZARD UE. EQUIPMENT, MATERIALS, REQUIRED' OPTIONAL2 OPTION OPTIONAL OPTIONAL2 EXCAVATION) ONLY NO WORKERS EXPOSED TABLE 6C-2 LONGITUDINAL BUFFER SPACE PRECONSTRUCTION POSTED SPEED LIMIT (MPH) DISTANCE 5 155 FT. DD 35 250 FT. 40 305 FT. 45 1 3 FT 50 425 FT. 55 495 FT. 60 FT. 65 645 FT. 645 TABLE NY1-B SHADOW VEHICLE USE REQUIREMENTS (MOBILE CLOSURES) USE REQUIREMENTS NON -FREEWAY CLOSURE TYPE EXPOSURE CONDITION ('RECONSTRUCTION POSTED SPEED LIMIT) FREEWAY > 45 MPH 35-40 MPH <_ 30 MPH LANE CLOSURE WHEN ANY WORKER, VEHICLE, OR OTHER HAZARD 2,4 REQUIRED 2A 2.4 REQUIRED REQUIRED 2,4 REQUIRED IS EXPOSED TO TRAFFIC SHOULDER CLOSURE WHEN ANY WORKER, VEHICLE, OR OTHER HAZARD 2,4 REQUIRED 2,4 2,4 REQUIRED REQUIRED 2,4 REQUIRED IS EXPOSED TO TRAFFIC G20-2 ISEE NOTE 6) END ROAD WORK TABLE GH-4 FORMULAS FOR DETERMINING TAPER LENGTHS SPEED LIMIT (MPH) (S) TAPER LENGTH (L) (FT.) L = W = S = TAPER LENGTH WIDTH OF OFFSET (FT.) PRECONSTRUCTION POSTED SPEED LIMIT (MPH) (40 MPH) OR LESS L = WS2 /60 (45 MPH) OR MORE L = WS STANDARD TAPER LENGTHS LATERAL SHIFT OF TRAFFIC FLOW PATH TEMPORARY TRAFFIC CONTROL ZONE POSTED SPEED LIMIT (25 MPH) (30 MPH) (35 MPH) (40 MPH) (45 MPH) (50 MPH) (55 MPH) (60 MPH) (65 MPH) (70 MPH) 4 45 60 85 Ito 180 200 220 240 260 280 5 55 75 105 135 225 250 275 300 325 350 6 65 90 125 160 270 300 330 360 390 420 7 75 105 145 190 315 350 385 420 455 490 8 85 120 1 165 215 360 400 440 480 520 560 9 95 135 185 240 405 450 495 540 585 630 to 105 1 150 205 270 1 450 500 550 600 650 700 11 115 165 225 295 495 550 605 b60 715 770 i2 125 180 2AR 320 540 600 660 720 1 780 1 840 SIDEWALK DETOUR SHORT, INTERMEDIATE, OR LONG TERM STATIONARY 2-LANE 2-WAY ROADWAY (NOT TO SCALE) L/3 IE W20-7a -1 W20-4 W20-1 :' ROAD ExENSE ONE ROAD WORK AeT" rwe AHEADNG- TICKETS (SEE N30D' - 500' POSTED SPEED LIMIT < 45 F1 L SHOULDER I ■ ■ ■ -" - T- SHOULDER SSE NOTE 12 100' _ CHANNELIZING DEVICES--,,,,,' EVICES--, 1 TRAVEL LANE ► (SEE NOTE 4) . El NOTE 1NOTE 1 MINIMUM •--NTM(� TRAVEL LANE -- - - - - - - - - - - - - - - - - - - ----------- --- ___----- - -- - -- -- ------ ------_----------■----f-----------_-------------------- TRAVEL LANE ca j �,y5—' ■ `` % ' �� TRAVEL LANE SHOULDER ■ I I SHOULDER 3w - 500, (SEE NOTE 8) POSTED SPEED A LIMIT < 45 MPH (SEE TABLE NYfiH-3f too, `� 10AO�P�STE t EE TABLE NY6H ) E TABLE NY6N- ) ONE LAI SPEED LIMIT : 45 TWO -WA MPH L/3 SHOULDER TAPER-- TRAFFIC T (SEE TABLE 6H-4 AND (TYP.) NOTE 1) WE—a[iaE AFTER rWaROADX*>< WORK zONE C WORKSPEEDND AHEAD TICKETS NYR9-ii W20-1 W20-4(SEE NOTE 9) W20-70 E NOTE 7 (SEE NOTE 5)(SEE NOTE 7too, ONE LANE TWO-WAY TRAFFIC TAPER (TYP.) FLAGGING OPERATION r END SHORT OR INTERMEDIATE TERM STATIONARY ROAD WORK LANE CLOSURE ON 2-LANE 2-WAY ROADWAY G20-2 (NOT TO SCALE) ISEE NOTE 6) SUBMITTAL / REVISIONS C �P P�� P��'i��9 * yr-i r- � ��. "�"�".� � � ,Y �, `( — �, O A0;`4751 ��� R�FEs IONP THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION 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 AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering and P.C. Land Surveying, r . � . 1533 Crescent Road - Clifton Park, NY 12065 269 BROADWAY WORK ZONE TRAFFIC CONTROL PLAN PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW DRAWN BY: AJW CHECKED BY: WL SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: J U LY 2021 MPT=1 File Name: FAMJ987\987.04 (269 Broadway)\MPT-1 WORKZONEdwg.dwg (Layout: MPT-1 ) nata- \n(aTi Fah 1 F, qng:i - a-.g;n PRA (Names- nhnna) SUBMITTAL /REVISIONS OF NEt4� Y Q D. pq �P�� '1%� `�� * v r'I _ * nn'` r u rn i °Fs°w O o�475� �� °9 p�� °FEssi°N THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FORA LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEWYORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS „A" MISDEMEANOR. Engineering a n d Land Surveying, 1533 Crescent Road - Clifton Park, NY 12065 269 BROADWAY WORK ZONE TRAFFIC F 1 C CONTROL RO L PLAN PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW DRAWN BY: AJW CHECKED BY: WL File Name: F:\MJ987\987.04 (269 Broadway)\MPT-1 WORKZONEdwg.dwg (Layout: MPT-2 ) nnta. \AiAri Fah 1.T, gngi - a.Fn PKA (Names- ahnrna) SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: JULY 2021 LMPT=2 EXISTING PAVEMENT FOR GRADE SEE PLAN SCARIFY AND REMOVE EXISTING PAVEMENT EQUIVALENT TO PROPOSED TOP COURSE THICKNESS SAWCUT EXISTING PAVEMENT MATCH EXISTING SUBBASE, IF GREATER THAN PROPOSED SECTION NEW PAVEMENT 12" SAWCUT EXISTING PAVEMENT & TACK COAT ALL EXISTING SURFACES N > W a� SUBBASE CONTRACTOR TO VIF 20't 1 10 NOTES: SECTION 1. APPLY TACK COAT BETWEEN ALL HMA PAVEMENT LIFTS PRIOR TO PLACING HMA MIXTURE REGARDLESS OF TIME PERIOD BETWEEN LIFTS PER NYSDOT SPECIFICATION SECTION 402-3. PAVEMENT TRANSITION SCALE: N.T.S. 1)!" 12.5 MM F3 TOP COURSE HMA, 80 SERIES COMPACTION (TYP.) APPLY TACK COAT TO EXISTING PAVEMENT SURFACE NOTES: EXISTING ASPHALT PAVEMENT 1. MATERIALS PREPARE EXISTING ASPHALT PAVEMENT IN ACCORDANCE WITH NYSDOT SPECIFICATION SECTION 633 "CONDITIONING EXISTING PAVEMENT" 2. MILL EXISTING ASPHALT CONCRETE TO DESIRED DEPTH, CLEAN SURFACE TO BE REPAVED. APPLY TACK COAT AND TOP COURSE. ASPHALT PAVEMENT MILLING AND RESURFACING SCALE: N.T.S. ACCESSIBLE SIDEWALKS AND CURB RAMP NOTES: 1. DIMENSIONS SHOWN IN THE DETAILS AS MINIMUMS AND MAXIMUMS ARE THE LIMITS FOR DESIGN AND FIELD LAYOUT. FACILITIES SHALL NOT BE CONSTRUCTED WITH VALUES OUTSIDE THE LIMITS FOR WORK ACCEPTANCE. SEE TABLE "DESIGN ELEMENT TOLERANCES". 2. TO CHECK FIELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL SLOPES AND GRADES WILL BE MEASURED WITH A 4 FOOT LONG DIGITAL LEVEL USING AT LEAST TWO READINGS. WHERE THE READINGS VARY, THE MEASUREMENTS WILL BE AVERAGED. GRADE (RUNNING SLOPE) WILL BE MEASURED ALONG THE CENTERLINE AND OFFSET 12" TO 18" FROM THE CENTERLINE. CROSS SLOPES WILL BE MEASURES PERPENDICULAR TO CENTERLINE AT 5' TO 10' INTERVALS. 3. GRADES (RUNNING SLOPES ARE MEASURED IN THE DIRECTION OF PEDESTRIAN TRAVEL CROSS 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 TO r SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. THE BEVEL SHALL BE APPLIED ACROSS THE ENTIRE JOINT. 5. THE CROSS SLOPE OF PEDESTRIAN ACCESS ROUTES SHALL BE 1.5% MAXIMUM FOR DESIGN AND LAYOUT, AND 2% MAXIMUM FOR WORK ACCEPTANCE. 6. THE RUNNING SLOPE OF PEDESTRIAN ACCESS ROUTES SHALL BE 4.5% MAXIMUM FOR DESIGN AND LAYOUT, AND 5% MAXIMUM FOR WORK ACCEPTANCE. 7. THE MINIMUM WIDTH OF A CURB RAMP SHALL BE 4'. 8. THE GRADE (RUNNING SLOPE) OF A CURB RAMP SHALL BE A MINIMUM OF 5%. THE GRADE FOR DESIGN AND LAYOUT SHALL BE A MAXIMUM OF 7.57o, THE GRADE FOR ADA ACCESSIBILITY AND WORK ACCEPTANCE SHALL BE A MAXIMUM OF 8.3X THE MAXIMUM VERTICAL RISE OVER THE LENGTH OF THE CURB RAMP FOR ACCEPTANCE SHALL BE 6'. 9. THE CROSS SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS POSSIBLE AND STILL PROVIDE POSITIVE DRAINAGE. THE CROSS SLOPE OF A CURB RAMP SHALL BE 1.5% MAXIMUM FOR DESIGN AND LAYOUT, AND 2% MAXIMUM FOR WORK ACCEPTANCE. 10. WHERE A PEDESTRIAN CIRCULATION PATH CROSSES A CURB RAMP, FLARED SIDES SHALL BE INSTALLED WITH A MAXIMUM SLOPE OF 9.5% FOR DESIGN AND LAYOUT, AND 10% MAXIMUM FOR WORK ACCEPTANCE. THE SLOPE OF THE FLARED SIDES IS MEASURED PARALLEL TO THE CURB LINE. DESIGN ELEMENT TOLERANCES ELEMENT DESIGN AND FIELD LAYOUT LIMIT LIMIT FOR WORK ACCEPTANCE SIDEWALK CROSS SLOPE 1.5% MAX 2.0% MAX SIDEWALK GRADE - RUNNING SLOPE 4.5% MAX 5.0% MAX CURB RAMP GRADE - RUNNING SLOPE 7.5% MAX 8.3% MAX X -•RV NOTE. 1. 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 AND r SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. THE BEVEL SHALL BE APPLIED ACROSS THE ENTIRE JOINT. ;1VERTICAL SURFACE DISCONTINUITIES J SCALE: N.T.S. N 1"MINA �� 1.5" TO 2.5° ° 4•` d " ° 0 0000000000000 ° ° ° F" o000000000000 ° aRAMP = » � o000000000000 24 o000000000000 ° o000000000000 000000000000 a'�" MIN DOME 0000000000 ° ° ° DOME SPACING PLAN FULL RAMP WIDTH O'22"" 1 I� 50% TO 60% OF PLAN - - BASE DIAMETER NOIE- 1. TACTILE WARNING STRIP SHALL BE ADA COMPLIANT INCLUDING THAT IT SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. MIN DOME SECTION TACTILE WARNING * / SCALE: N.T.S. y" TOOLED JOINT 5' MAX O.0 T " 3" EACH WAY. OR AS SHOWN ON PLANS (1/4"R x 3 4"DEEP FW°d ° FIXED OBJECT an xa 3R OR EXISTING ° . a ° EXPANSION JOINT WITH SIDEWALK PREMOLDED RESILIENT JOINT FILLER AND CONTROL JOINT CONSTRUCTION JOINT SEALANT EXPANSION JOINT 1.5"W SMOOTH FINISH (TYP) BROOM TEXTURED TOOLED EDGE FINISH (TYP)A x 3/4-DEEP) TOOLED EDGE 20'MAX NOTES. TYPICAL SPACING FOR EXPANSION JOINT 1. MATERIAL AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH 5'MAX 5'MAX 5'MAX 5'MAX THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD I SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED MAY 1, 2008, AND ALL ADDENDA THERETO. I I I I 2. ALL CONCRETE SHALL BE 5,000 PSI CONCRETE. CONCRETE MATERIALS, EJ CJ CJ J EJ PLACEMENT, AND CONSTRUCTION SHALL CONFORM WITH SECTION 500 OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS. 3. REINFORCING STEEL FOR CONCRETE SHALL CONFORM WITH SECTION 556 - EJ=EXPANSION JOINT CONTROL JOINTS REINFORCING STEEL FOR CONCRETE STRUCTURES OF THE ABOVE REFERENCED CJ=CONTROL JOINT 5'MAX O.C. EACH WAY NYSDOT STANDARD SPECIFICATIONS AND AS SPECIFICALLY CALLED OUT IN THE PLAN DRAWINGS. 5,000 PSI CONCRETE SIDEWALK, 1.5% 4. ALL EXPOSED SURFACED SHALL HAVE A BROOM TEXTURED FINISH & TOOLED CROSS SLOPE AND 4.5% RUNNING EDGES. TOOL SHALL BE PROVIDE MAX 1-1/2 WIDE SMOOTH TROWEL FINISH AT 6x6-W2.9xW2.9 SEE PLAN[TOPSOIL, SLOPE OR AS NOTED ON PLANS JOINT. W.W'F' FOR WIDTH SEED AND MULCH 5. EXPANSION JOINTS SHALL BE LOCATED A MAXIMUM OF 20' ON CENTER, OR AS 3" 3" INDICATED ON PLANS. 6° ;N 6. JOINTS SHALL NOT BE SAW CUT. _ a x x 4, (�I=1 7. EXPOSED CONCRETE SURFACES SHALL BE TREATED WITH "SUREBOND"/"SAFEBOND° SB-7000 INTENSIFIER BRIGHT PROTECTOR AND SIDEWALK SEALER, OR EQUAL RATE AND METHOD OF APPLICATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. I, !III-1 I I I=1 11=1 11-1 I I III III I I I=1 11=1 11= 1=1 I I I I I I� - SUBBASE COURSE TYPE 2 8. SUBBASE MATERIAL SHALL CONFORM WITH SECTION 304 OF THE ABOVE REFERENCED NYSDOT STANDARD. COMPACTED SUBGRADE OR COMPACTED SELECT GRANULAR FILL TO BRING 9. WHERE IT IS NECESSARY TO PLACE FILL FOR PURPOSE OF BRINGING THE SUBGRADE TO CORRECT GRADE. SUBGRADE ELEVATION UP TO A SPECIFIED GRADE, THE FILL MATERIAL PLACED SECTION SHALL BE IN ACCORDANCE WITH SECTION 203-EXCAVATION AND EMBANKMENT OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS. CONCRETE SIDEWALK SCALE: N.T.S. 4,000 PSI 6x6-W2.9xW2.9 CONCRETE PAD W.W.F. SEE PLAN FOR DIMS. TOPSOIL, SEED AND MULCH 6" _ » N x x Go r# I I I SUBBASE COURSE B12 CRUSHED STONE COMPACTED SUBGRADE OR COMPACTED SELECT GRANULAR FILL TO BRING SUBGRADE TO CORRECT GRADE. TRANSFORMER EQUIPMENT PAD SCALE: N.T.S. O.�IN 4'K LAWN MAXR o I� v 00 000 00 0 0000 v v v o0 \ 4 v 00000 � 00000 v o0 LAWN v v � v THERMAL FINISH NOSING/EXPOSED END: 1/8" EASED EDGE TO 2" BULLNOSE, z TYP. (THERMAL FINISH) a SPLIT FACE, TYP. W z CONCRETE PAVERS, REFER TO 7/C-500 3 m °^ COMPACTED SUBGRADE LU LU o 24" TYP. OR COMPACTED SELECT v M GRANULAR FILL TO BRING I // SUBGRADE TO CORRECT 18"MIN BLEN�� OF #1 & #2 STONE -I NOTE. SIDE VIEW 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SOLID GRANITE MAT/RETAINING WALL N.T.S. 1) CURB, SEE PLANS FOR MATERIALS %lkap/ O2 TACTILE WARNING SIDEWALK, SEE PLANS FOR MATERIALS !sue SIN R ® BROOM FINISH PERPENDICULAR TO SLOPE DROP CURB, r MAX VERTICAL ELEVATION o ISF CHANGE RAMP - DROP CURB DCURB 8 SCALE: N.T.S. " SS PEG WELDED TO NOTES: TA_ POST AND HANDRAIL, TYP. 1. HANDRAIL SHALL CONSIST 1 r SCH40 (1.66° OD) OF 1 r SCH40 (1.66" OD) STAINLESS STEEL TUBE STAINLESS STEEL TUBE RAILING RAILING = MCORE 2. MAXIMUM POST SPACING SHALL NOT EXCEED 6'-0'. WALKING GAP [ SURFACE NONWKDGROUT, s; v 4'INC v v �v v vNIN �LXWN v v 4 ° o v v 1 00000 000 -000000000 00000 0 \ 0000000o0000 \ o000 5 4'x4' CLEAR LANDING AREA \ Q 1 r SCH40 (1.66" OD) 12" STAINLESS STEEL TUBE 12" RAILING X CONCRETE SIDEWALK M BOTTOM RAIL FOR CURB SEE DETAIL ON THIS OR BARRIER PROTECTION SHEET PER ADA 405.9.2 7.5% MAX. SLOPE M ACCESSIBLE RAMP WITH TUBE HANDRAIL SCALE: N. T. S. _:�Z 2" O.D. SLEEVE FILLED WITH NON -SHRINK GROUT AND SEALANT, TYP. TO BE EMBEDDED IN 10" X 14" DEEP TURNDOWN. EDGE OF N I ITr COMBINED TYPE LS NOTES: 1. ALL CROSS WALK STRIPING SHALL BE WHITE. CROSSWALK 7 O SCALE: N.T.S. a J a W V) Cn W a " WIDE WHITE AINTED PARKING TRIPES 7' LOADING ZONE STRIPING 11 SCALE: N.T.S. 7'-4" 4� 11--8 4' _Mn I 4" a A 8" 00 4" 4-7 I a v LETTER PAVEMENT MARKINGS - "ONLY" 15 SCALE: N.T.S. C� I» 0 I DIRECTIONAL ARROW STRIPING 16 SCALE: N.T.S. STRIPING NOTES: 1. STRIPING MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH NYSDOT SPECIFICATION SECTION 685. 2. 15 MILS PAVEMENT STRIPING SHALL BE USED ON ALL CONCRETE SURFACES. 2. 20 MILS PAVEMENT STRIPING SHALL BE USED ON ALL ASPHALT SURFACES. ITEM DESCRIPTION 689 11 WHITE EPDXY REFLECTORIZED PAVEMENT STRIPES, 15 MILS 685.02 YELLOW EPDXY REFLECTORIZED PAVEMENT STRIPES, 15 MILS 685.03 WHITE EPDXY REFLECTORIZED PAVEMENT LETTERS, 15 MILS 685.04 WHITE EPDXY REFLECTORIZED PAVEMENT SYMBOLS, 15 MILS 685.11 WHITE EPDXY REFLECTORIZED PAVEMENT STRIPES, 20 MILS 685.12 YELLOW EPDXY REFLECTORIZED PAVEMENT STRIPES, 20 MILS 685.13 WHITE EPDXY REFLECTORIZED PAVEMENT LETTERS, 20 MILS 685.14 WHITE EPDXY REFLECTORIZED PAVEMENT SYMBOLS, 20 MILS DIM "A" R6�1 SEE ADJACENT DETAIL -TOP OF FOOTING = 1" CHAMFER EDGE M TOP OF FOOTING FINISH -' R GRADE N = 4,500 PSI co CONCRETE S-1 EMBEDMENT NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. BIKE RACK TO BE COATED W/ ZINC RICH EPDXY THEN FINISHED W/ POLYESTER POWDER COATING (COLOR TO BE BLACK). BIKE RACK IN MODEL NO. PEAKS DIM "A" 125-20 4 37 1/Y LG. SCALE: N.T.S. EXPANSION JOINT WITH PREMOLDED RESILIENT JOINT FILLER & SEALANT, " AT SIDEWALK 7° tO R I II PAVEMENT 00 4 SECTION 6" ° 4,000 PSI CONCRETE CURB `o III 9" SUBBASE TO =1=1 I I=1=1 I=1=1 -III CH PAVEMENT SECTION PROOF ROLLED SUBGRADE, j�QTES: OR SELECT GRANULAR FILL 1. CONSTRUCTION JOINTS 10' O.C. MAX AND EXPANSION JOINTS 100' O.C. MAX. 2. CONCRETE CURB SHALL BE INSTALLED IN ACCORDANCE WITH NYSDOT STANDARD SPECIFICATION SECTION 609. 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 SCALE: N. T. S. GRANITE CURB-\ , 5" FACE � 1 s CONCRETE BACKFILL TO - LIMITS OF EXCAVATION (�•) R _ DRY -MIX PORTLAND CEMENT SETTING BED TO ASSURE PROPER PROOF ROLLED SUBGRADE, GRADE AND ALIGNMENT. OR SELECT GRANULAR FILL LANDSCAPE GRANITE CURB SCALE: N.T.S. IV DOOR FRAME ALUMINUM THRESHOLD ASPHALT, REFERENCE CONCRETE SLAB, 1/2 » EXPANSION CIVIL DRAWINGS SEE FOUNDATION JOINT FILLER 12 6" CONCRETE PAD WITH #5 PLAN-1/4" BARS AT 12" O.C. EACH WAY V • 24" #6 BAR TOP AND BOT. c I #4 BARS AT 24" O.C. #4 BARS AT 24" O.C. CD C-D I #4 BARS AT 18" O.C. (ALT HK) 8° CONCRETE WALL I o CONCRETE FOUNDATION, #4 BARS AT 18" a' w � m REFERENCE FOUNDATION PLAN O.C. (ALT HK) I (2) #5 BARS AT TOP #3 BARS AT AND BOTTOM 18" O.C. 03 BARS AT 18" O.C. #3 BARS AT �#3 BARS AT CONTINUOUS CONTINUOUS REFERENCE FOUNDATION PLAN FOR LENGTH ,SIDEWALK FROST PAD DETAIL SCALE: N.T.S. SUBMITTAL / REVISIONS OF NE NP w yo �'� P�c� �Ni� Q .T * v iA A � r * m y-` - w tr';»�SSF Z OA o�475� ���' ROFESS►oNA THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION 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 AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering and Land Surveying, 1533 Crescent Road - Clifton Park, NY 12065 269 BROADWAY DETAILS SITE PLAN D S PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW DRAWN BY: AJW CHECKED BY: WL SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: DULY 2021 C=500 File Name: F:\MJ987\987.04 (269 Broadway)\C-500 DETAILS.dwg (Layout: C-500 ) flats• Warl Fah 1.r, qf1q3 - d•r,1 PM (Names- ahnr7al 10'-0" MAX. CENTER TO CENTER WOVEN WIRE FENCE (MIN. 14 GAUGE W/ MAX. 6" MESH SPACING) 36" MIN. FENCE POSTS, DRIVEN MIN. 16" INTO GROUND T HEIGHT OF FILTER 18" MIN. 6" MIN. � I PERSPECTIVE VIEW �10 MIL POLYETHYLENE SHEETING 10' MIN I I - �g 1-- I0 � ❑ ❑ ❑ ❑ 0 ❑ 0 i a j BALES TO BUTT ❑i ❑ 0 0 0 0 00 ❑ ANCHOR BALES WITH _6" MIN DEPTH (2) 2"X2"X4' STAKE AGGREGATE ALL PER BALE AROUND PLAN 18" ALL CONCRETE TRUCKS SHALL N WASHOUT HERE BLACK LETTERS ON WHITE BACKGROUND b cT3 GALVANIZED "U" ocn L2 CHANNEL POST o� c 'GRADE II o M k, J SIGN SHALL BE PLACED IN A PROMINENT LOCATION AT WASHOUT AREA WASHOUT SIGN TERRATEX SC, IVI 3611W WIRE BACK SILT FENCE, OR SILT SAVER PRIORITY 2 " 36 MIN. FENCE POST 18"t SILT FENCE PREFABRICATED SILT FENCE 30"t BINDING WIRE WITH POSTS OR APPROVED EQUIVALENT I STRAW BALE (TYP) Z 10 MIL POLYETHYLENE SHEETING � N UNDISTURBED GROUND - - �= - �� " a L - ��i 6" MIN DEPTH � - - - - - -� � AGGREGATE ALL " SEASONAL HIGH EMBED FILTER CLOTH AROUND GROUNDWATER MIN 6" INTO GROUND WOOD STAKE (TYP) 4" t TAMPED BACKFILL 2E TYPICAL SECTION EXCAVATED TRENCH NOTES: SECTION 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX. MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY 6" AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIALS REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 5. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED 1/4 ACRE PER 100 FEET OF FENCE. 6. SILT FENCE SHALL BE USED WHERE EROSION COULD OCCUR IN THE FORM OF SHEET EROSION. 7. SILT FENCE SHALL NOT BE USED WHEN A CONCENTRATION OF WATER IS FLOWING TO THE BARRIER. 1SILT FENCE INSTALLATION 'J SCALE: N.T.S. SILT FENCE 2 �1 SLOPE OR LESS ���oQ� E � - --- SIN ,ems F� ENTRANCE 24' WIDE AND SHALL BE ON UPSLOPE HAY BALES OR SILT FENCE NOTES: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2 HORIZ ON 1 VERT. 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR HAY BALES, THEN STABILIZED WITH VEGETATION OR COVERED. TEMPORARY SOIL STOCKPILE SCALE: N.T.S. MULCH LAYER OF COMMON HAY OR STRAW, 2 TONS PER ACRE FTEMPORARY OR PERMANENT SEED, SEE SPECIFICATIONS OF PLANS FOR MIX -TOPSOIL NATURAL FERTILE, AGRICULTURE SOIL CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. DEPTH AS PER SPECIFICATIONS OR PLANS NOTES: 1. TOPSOIL, SEED, MULCH AND FERTILIZER DISTURBED SOIL AREAS THAT WILL BE LEFT EXPOSED FOR 14 DAYS OR MORE. 2. SOIL PH SHALL BE TESTED, LIME SHALL BE APPLIED TO BRING SOIL PH TO 6.5. 3. FERTILIZER: COMMERCIAL 5-10-5, 175 LBS PER ACRE. TOPSOIL, SEED AND MULCH SCALE: N.T.S. GRAD -6" MIN EMBEDMENT (TYP) NOTES: 1. CONTAINMENT MUST BE STRUCTURALLY SOUND, LEAK FREE AND CONTAIN ALL LIQUID WASTES. 2. CONTAINMENT DEVICES MUST BE OF SUFFICIENT QUANTITY OR VOLUME TO COMPLETELY CONTAIN THE LIQUID WASTE GENERATED. 3. WASHOUT MUST BE CLEANED OR NEW FACILITIES CONSTRUCTED AND READY TO USE ONCE WASHOUT IS 75% FULL. 4. WASHOUT AREA(S) SHALL BE INSTALLED IN A LOCATION EASILY ACCESSIBLE BY CONCRETE TRUCKS. 5. ONE OR MORE AREAS MAY BE INSTALLED ON THE CONSTRUCTION SITE AND MAY BE RELOCATED AS CONSTRUCTION PROGRESSES. 6. AT LEAST WEEKLY REMOVE ACCUMULATION OF SAND AND AGGREGATE AND DISPOSE OF PROPERLY. CONCRETE WASHOUT AREA SCALE: N.T.S. DUMP STRAP SILTSACK® 1 REBAR FOR BAG REMOVAL FROM INLET N:. DUMP STRAP INLET FILTER SCALE: N.T.S. SECTION 2 EACH DUMP STRAPS EXPANSION RESTRAINT (1/4" NYLON ROPE, 2" FLAT WASHERS) BAG DETAIL NOTES: 1. PORE OPENING SHALL BE IN BETWEEN 200 & 700 SIEVE. 2. INLET FILTER IS TYPICAL FOR ALL RECTANGULAR AND SQUARE YARD INLETS ONSITE. E SEE NOTE 4 3'-0" FILTER FABRIC EXIST. PVMT. EXIST GROUND 5:1 MOUNTABLE BERM (OPTIONAL) PROFILE PVMT. CONSTRUCTION ENTRANCE SPECIFICATIONS: 1. STONE SIZE - USE MIN 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. THICKNESS - NOT LESS THAN SIX (6) INCHES. 3. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY FOUR (24) FEET IF SINGLE ENTRANCE TO SITE. 4. LENGTH - NOT LESS THAN FIFTY (50) FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A THIRTY (30) FOOT MINIMUM LENGTH WOULD APPLY). 5. FILTER FABRIC - WILL BE PLACED OVER THE ENTIRE AREA PRIM TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 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 -OF -WAY MUST BE REMOVED IMMEDIATELY. 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 1STABILIZED CONSTRUCTION ENTRANCE SCALE: N. T. S. CROSS BRACES A NEEDE IVI 3617 SILT FENCE OR APPROVED EQUIVALENT 2"X4" FRAN AROUND CREST C FABRI 2"X4" WOODEN STAKES FILTER FABRIC FASTEN SECURELY TO STAKES 4" WOODEN STAKES - EXISTING PROPOSED GRADE EMBED FILTER CLOTH MIN. 12" INTO GROUND PLAN - ------ -- -----------_' ----------------------------------------- SECTION OUT -OF -PAVEMENT INLET FILTER (FABRIC DROP SCALE: N.T.S. BACKFILL z CATCH BASIN STRUCTURE 6" RADIUS FOR MULCH FREE ZONE AROUND ENTIRE R001 FLARE (1"-2" FLARE VISIBLE ABOVE FINISH GRADE) Al BASE OF STEM B&B (BALLED & BURLAPPED) OR CONTAINER; REMOVE MIN. TOP HALF OF BURLAP LEAVING BOTTOM HALF INTACT OR CONTAINER WIDTH SHRUB PLANTING ""9 IS STRAIGHT AND PLUMB; APPEARANCE SET AT ANGLE HEST VISIBILITY 3" DEEP SHREDDED WOOD MULCH BEYOND MULCH FREE ZONE SHALL BE MAINTAINED THROUGHOUT MAINTENANCE PERIOD. 3"-4" SOIL SAUCER TOPSOIL AS SPECIFIED PLANTING PIT DEPTH SCALE: N.T.S. TREE'S CENTRAL LEADER IS STRAIGHT/PLUMB & TRUE TO FORM; IF CLUMP, (MULTI -STEM) FORM IS STRAIGHT, WELL BALANCED AND PROPORTIONATE; BEST APPEARANCE SHALL BE SET AT At; _-/ ANGLE OF HIGHEST VISIBILITY MULCH FREE ZONE: 6" MIN 3"-4" SAUCER WITH RADIUS FOR SHRUBS AND 8" COMPACTED RIM: DIAMETER MIN RADIUS FOR TREES/CLUMPS OF SAUCER AROUND PLANT SHALL BE 3X DIAMETER OF 3" DEEP MULCH LAYER OF ROOT BALL OR CONTAINER SHREDDED WOOD BEYOND MULCH FREE ZONE PLANTING SOIL (AMENDED TOPSOIL) (SEE SPECS.) PLANTING PIT DIAMETER 2X MIN. ROOT BALL DIAMETER TREE PLANTING SCALE: N.T.S. NOTES: 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. 2. CUT FABRIC FROM CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED, OVERLAP TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2"x4" WOOD OR EQUIVALENT, WITH A MINIMUM LENGTH OF 3 FEET. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE MINIMUM 18" DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A 2"x4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVERFLOW STABILITY. 7. MAXIMUM DRAINAGE AREA IS 1 ACRE. 8. INLET PROTECTION SHALL REMAIN IN -PLACE UNTIL SITE HAS BEEN STABILIZED. PARK BENCH SCALE: N.T.S. TREE & SHRUB PLANTING NOTES: 1. DIG PIT WIDTH TO DIMENSIONS SHOWN. 2. REMOVE STONES 2" AND LARGER FROM EXCAVATED PLANT PIT SOIL AND EXCAVATED PIT AREA. 3. DIG PIT DEPTH SAME AS ROOT BALL OR CONTAINER DEPTH. 4. SET ROOT BALL (REMOVE ROOT BALL FROM CONTAINERS) IN CENTER OF PIT SO TOP OF ROOT BALL WHERE ROOTS FLARE OUT (ROOT FLARE/COLLAR) IS 1-2 INCHES ABOVE FINISH GRADE & VISIBLE (NOT COVERED WITH SOIL); THE REST OF THE REMAINING TOP OF ROOT BALL SHALL BE FLUSH WITH FINISH GRADE & COVERED WITH PLANTING SOIL (TOPSOIL, SEE SPECS). 5. IF PLANT IS A CONTAINER: SLIGHTLY LOOSEN EDGES AROUND ROOT BALLS: IF PLANT IS B&B: CUT OFF ALL WIRE/ROPE ETC. AROUND ROOT BALL & DISPOSE OF PROPERLY; FOLD BACK TOP HALF TO TWO-THIRDS OF ROOT BALL LOOSENING ROOT FIBERS AT EXPOSED EDGES; KEEP REMAINING BOTTOM PORTION OF ROOT BALL IN BURLAP INTACT, APPLY ROOT ENHANCER AND FERTILIZER TO ALL B&B AND CONTAINER TREES, CLUMPS, AND SHRUBS. 6. SET PLANT STRAIGHT & PLUMB FROM ALL ANGLES; MAKE SURE ROOT BALL IS NOT DRY -MOISTEN IF NEEDED; INSTALL AS SPECIFIED; BACKFILL WITH APPROVED TOPSOIL PARTIALLY; CHECK AGAIN TO ASSURE PLANT IS STRAIGHT & PLUMB ADJUSTING AGAIN FOR APPROVAL; FINISH BACKFILL WITH APPROVED TOPSOIL; SMOOTH OUT EXCAVATION AREA AND CREATE 3"-4" HT. SAUCER FOR WATERING ZONE. 7. INSTALL CONSTRUCTION FENCE TO PROTECT PLANTED AND SEEDED AREAS IMMEDIATELY AFTER INSTALLATION IS APPROVED. TOPSOIL, SEE AND MULC MULCH BED SCALE: N.T.S. M 0 M LO i SUBMITTAL / REVISIONS OF NE141 ,`Q� D. PqN YO ` P� % p v2 ��j ti * * ` ,- ;: � r` m '� �, 07475� �� AR�FESS�0NP THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN OR LANDSCAPE ARCHITECT FOR ARCHITECT, ENGINEER FOR AN ENGINEER LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEWYORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d Land Surveying P C i P.C. 1533 Crescent Road - Clifton Park, NY 12065 269 BROADWAY SITE PLAN DETAILS PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW DRAWN BY: AJW CHECKED BY: WL ' IIN MULCH BED FILTER FABRIC SUBGRADE TO BE DECOMPACTED [SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: JULY 2021 C=501 File Name: FAMJ987\987.04 (269 Broadway)\C-500 DETAILS.dwg (Layout: C-501 ) nnta- VVarl Fah 1 r, qng i - d•.r,1 PM (Names- ahnr7al 5'-0" EXTERIOR BUILDING WALL ' SQUARE ,x DOWNSPOUT -REFER TO , / ' CLEAN -OUT W/ " "NEENAH" R-7506-E: ARCHITECTURAL PLANS FOR 13 SERIES FLOOR BOX FRAME EXACT LOCATION & EXTERIOR SCREW -IN PLUG AND LID, OR EQUAL QUANTITY BUILDING WALL4PVCu- PLANSCONNECT TO 11 1/2' �E ; ` / ., 6" FERNCO COUPLING HEADER W/ 6"x CLASS "B" CONCRETE \ GRASS �7rw Z;. FIN GRADE - SEE TEE OR TEE WYE i V /(v 1\ / I V) a PLANS FOR SURFACE f 6" DOWNSPOUT - REFERS, PVC SDR35 ° TO ARCHITECTURAL HEADER PIPE(6" FOR EXACT / OR S" -REFER 1U' z LOCATION & ' 45' BEND TO SHEET C130), ' s'-o' QUANTITY LAID AT SLOPE 45' `=' m' SPECIFIED ON ELBOW 45' ELBOW ' PLAN a `�` , PVC SDR35 HEADER PLANS �� WYE ` PIPE(6" OR 8" - REFER WYE `1� ` TO SHEET C130), LAID AT SLOPE SPECIFIED ON FLOW OW FLOW O PLANS f 1'f IN LINE AT BEND 6" PVC 6" PVC 90' BEND SECTION 45' BEND 1. SEWER PIPE FITTINGS TO BE ASTM D-3033 OR D-3034 SOR-35. ZBUILDING LEADER ROOF CONNECTION SEWER CLEAN OUT J SCALE: N.T.S. PRECAST CONCRETE MANHOLE RISER SECTION PRECAST CONCRETE--",,, MANHOLE DOGHOUSE RISER SECTION PROVIDE ARCH OPENINGS ("DOGHOUSE" OPENINGS) FOR EXISTING PIPE � I COMPACTED SELECT FILL TO BOTTOM OF PAVEMENT SUBGRADE SEAL ANNULAR SPACE BETWEEN DOGHOUSE OPENING AND EXISTING PIPE WITH NON -SHRINK HYDRAULIC CEMENT EMBED BASE 2" IN CONCRETE COMPACTED CRUSHED STONE, I L J MIX OF NO. 1 AND 2 STONE TO SPRING LINE OF HIGHEST PIPE UNDISTURBED SUBGRADE\-4000 PSI CAST -IN -PLACE CONCRETE SECTION BASE STEEL REINFORCING = 14 BARS 0 12" O.C. EACH WAY PRECAST CONCRETE SANITARY MANHOLE (DOGHOUSE SCALE: N. T. S. CAST IRON COVER MARKED "WATER' FINISHED GRADE IN - PAVED AREAS CONCRETE COLLAR IN UNPAVED AREAS FINISHED GRADE IN LANDSCAPED AREAS I r- yy TOPSOIL 6' I z i TWO (2) PIECE CAST IRON VALVE BOX LO z I I M.J. RESILIENT WEDGE GATE VALVE, SEE PLANS FOR SIZING NffM, 1. WATER VALVES SHALL HAVE THEIR INTERIOR AND EXTERIOR SURFACES FUSION EPDXY COATED CONFORMING TO AWWA C550-81. WATER VALVES SHALL BE MECHANICAL JOINT, NON -RISING STEM RESILIENT WEDGE GATE VALVES. 2. WATER VALVES SHALL OPEN TO THE RIGHT (CLOCKWISE) WITH A 2-INCH OPERATING NUT AND HAVE STAINLESS STEEL HARDWARE. 3. MINIMUM DISTANCE TO JOINTS, FITTINGS, OR OTHER WET TAPS OR STOPS SHALL BE 3-FEET. 4. MAKE AND MODEL OF TAPPING SLEEVE, GATE VALVE, AND VALVE BOX SHALL BE IN ACCORDANCE WITH CITY OF SARATOGA STANDARDS AND SPECIFICATIONS. UNDERGROUND GATE VALVE 3 SCALE N.T.S. v 4-0' DIA MIN OR AS SPECIFIED ON PLANS SAWCUT AND REMOVE TOP HALF OF PIPE EXISTING PIPE TO REMAIN zl INSIDE FACE OF FORMED HOLE WITH FLEXIBLE RUBBER I MANHOLE a. BOOT SEAL ASSEMBLY CAST INTO a I ° MANHOLE WALL OPENING TO BE FILLED SERIES 304 STAINLESS STEEL WITH NON -SHRINK BAND CLAMP & SERIES 305 WATERPROOF GROUT STAINLESS STEEL AFTER PIPE IS ° ADJUSTMENT SCREW. INSTALLED 2'f PROJECTION INTO MH AT PIPE I I I I SPRINGUNE 2i SEWER ENTERGIP iOR EXITING MANHOLE TOP OF 6J BASE SLAB \f Raw — — — FLEXIBLE PIPE JOINTPRECASTOR 7Ar JOINT COUPLING CONCRETE B (PER TABLE) N SECTION — — — — — — — — - WDISTANCE PER TABLE FLEXIBLE JOINT REQUIREMENT SEWER PIPE FLEXIBLE JOINT TYPE "A" DISTANCE TYPE IN & OUT (FEET) DUCTILE IRON STANDARD RUBBER GASKET PIPE 10[ MAX. JOINT ONLY STANDARD RUBBER GASKET PIPE PVC , 3 MAX JOINT ONLY u9IEL 1. REFERENCE MANHOLE DETAIL(S) FOR REQUIRED INVERT CHANNEL CONFIGURATION. PIPE CONNECTION TO MANHOLE FLEXIBLE RUBBER BOOT 0CAST INTO MANHOLE WALL T / SCALE: N.T.S. SCALE: N.T.S. STORM SEWER PIPE (SEE PLANS FOR INVERTS, DUI. AND LOCATION) FIRST COUPLER TO BE 18' MIN FROM WALL OR BE ENCASED IN FLOWABLE FILL FRAME/GRATE: E.J. CQ MODEL V4880 ASSEMBLY MUST SPECIFY GRATE TO BE ADA, BIKE SAFE OR I L I J CW . PLAN STORM SEWER TO EXTEND INTO MANHOLE, MAX OF 2' CORED OR FORMED OPENING FILLED WITH NON -SHRINK GROUT. FINISHED SURFACE GRADE (REFER TO -s-r PLANS) GROUT MORTAR .. . ' PRECAST TOP SLAB, OPENING — — — — — SIZE EQUAL TO °' — — — — — GRATE OR COVER 6' SPECIFIED MANHOLE FRAME TO BE MIN CORED OR FORMED SET IN PORTWVD OPENING FILLED CEMENT MORTAR. WITH NON -SHRINK GRADE RINGS USED TO GROUT. APPLY ADJUST COVER TO 4 WATERPROOFING REQUIRED ELEVATION 30'X30" MIN INSIDE AND OUT COMPACTED SELECT UTED FILL TO BOTTOM OF OR AS SPECIFIED ON P OPENINOVER G. EXTEND PAVEMENT SUBGRADE a. WATER PROOFING 12 INCHES BEYOND PRECAST CONCRETE 12" CORE. MANHOLE (ASTM MIN C-858) --- COMPACTED CRUSHED STONE, MIX OF NO. 1 AND a 2 STONE TO C-4 2 SPRING LINE OF HIGHEST PIPE i UNDISTURBED SUBGRADE SECTION 1. ALL PRECAST CONSTRUCTION IN ACCORDANCE W/ASTM C478. 2. CATCH BASIN SHALL BE PRECAST CONCRETE DESIGNED FOR H-20 VEHICULAR LOADING. 3. FRAME AND GRATE SHALL BE DESIGNED FOR H-20 VEHICULAR LOADING. 4. CONCRETE CATCH BASIN LID CLEAR OPENING DIMENSION MUST MATCH FRAME AND GRATE CLEAR OPENING DIMENSION. 5. BACKFILL USING SELECT BACKFIL.L, COMPACTED IN 6" LIFTS. STORM CATCH -\BASIN (SQUARE) - PRECAST '' l SCALE: N.T.S. LIQUID INLET OUTLET INTEGRAL INTEGRAL OVERALL HEIGHT INTEGRAL INTEGRAL BAFFLE SIZE LEVEL HEIGHT HEIGHT TOP HEIGHT BASE HEIGHT TOP BASE (LBS) GALLONS L I' O, INSIDE OUTSIDE (LBS) (LBS) INSIDE INSIDE 1500 4'-6" 5'-6" 5'-3" 2'4' 3'-6" 5'-6" 6'-8" 11,400 13,400 3600 2000 6"-0" 1 T-0" 1 6'-9" 3'-6" T-6" 7'-0" 8'-2" 15,000 1 13,400 1 4600 2500 5'-2" 6'-2" 5'-11" 2'-10" 3'-4" 6'-2" T-4" 17,200 16,400 1 3200 3000 6'-2" T-2" 6'-11" 3'-10" 3'-4" T-2" 1 8'-4" 20,000 16,400 1 5800 4"0 PVC SCH 80 PIPE FLOW FROM BUILDING EXTEND TO GRADE USING PRECAST CONCRETE WATER TIGHT GRADE RINGS -MANHOLE FRAME AND LID, 8" WITH 24" CLEAR COVER, HEAVY DUTY H2O LOADING, MARKED "GREASE TANK" (TYP) SEPTIC TANKS SHALL BE TESTED WATER TIGHT FINISHED GRADE--\ 24" 1 HOLE NOTE: SEE ELEVATION VIEW AND TABLE FOR STRUCTURE DIMENSIONS `VENTING 6"0 PVC PIPE SCH 80 PIPE TO MANHOLE 1/4"/FT. MIN. �Q 1" STAINLESS STEEL INV OUT SECURING STRAP 4'-0' SPACING (TYP.) -NOTCHED PIPE (TYP.) SECTION 6" COMPACTED SAND, GRAVEL OR PEASTONE 1. MANHOLE COVERS TO BE H-20 LOADING. 2. TANKS AS MANUFACTURED BY THE FORT MILLER OR APPROVED EQUAL. 3. MINIMUM OF 0.25' INVERT ELEVATION DIFFERENCE THROUGH EACH TANK. � 2000 GALLON TYPE 11 GREASE INTERCEPTOR SCALE: N.T.S. CAST IRON COVER MARKED "WATER' FINISHED GRADE IN PAVED AREAS FULL BODIED TAPPING SLEEVE, SEE PLANS FOR SIZING EXISTING WATERMAIN GASKETS CONCRETE COLLAR IN UNPAVED AREAS FINISHED GRADE IN ' LANDSCAPED AREAS io TOPSOIL i 6'a i i TWO (2) PIECE CAST IRON i VALVE BOX i i M.J. RESILIENT WEDGE GATE VALVE, SEE PLANS FOR SIZING 1. WATER VALVES SHALL HAVE THEIR INTERIOR AND EXTERIOR SURFACES FUSION EPDXY COATED CONFORMING TO AWWA C550-81. WATER VALVES SHALL BE MECHANICAL JOINT, NON -RISING STEM RESILIENT WEDGE GATE VALVES. 2. WATER VALVES SHALL OPEN TO THE RIGHT (CLOCKWISE) WITH A 2-INCH OPERATING NUT AND HAVE STAINLESS STEEL HARDWARE. 3. WET TAP OF WATER MAIN SHALL BE PERFORMED UNDER THE SUPERVISION OF THE ENGINEER, AND THE FACILITY HAVING JURISDICTION. 4. TAPPING SLEEVE SHALL BE SELECTED TO FIT EXISTING PIPE MATERIAL AND OUTSIDE DIAMETER. 5. THRUST BLOCKING REQUIRED WHERE THE BRANCH OF THE TAPPING SLEEVE DOES NOT HAVE RESTRAINED JOINTS. 6. MINIMUM DISTANCE TO JOINTS, FITTINGS, OR OTHER WET TAPS OR STOPS SHALL BE 3-FEET. 7. MAKE AND MODEL OF TAPPING SLEEVE, GATE VALVE, AND VALVE BOX SHALL BE IN ACCORDANCE WITH CITY OF SARATOGA STANDARDS AND SPECIFICATIONS. ;-\TAPPING SLEEVE AND VALVE SCALE: N. T. S. z 0 to MAIN Tn6T6 kunwvlw" THRUST RESTRAINT AS REQUIRED) DUCTILE IRON SERVICE PIPE SCALE: N.T.S. VALVE BOX (TELESCOPIC PATTERN) TEMPORARY CAP OR PLUG BY OTHERS 6-0" 1500 & 2000 GAL. T-0" 2500 & 3000 GAL. 11'-0" 1500 & 2000 GAL. / 13"-0" � 2500 & 3000 GAL. SUBMITTAL / REVISIONS OF NEIA/ yo 0 PAN/06, LQ �� * zP r s U ,n,fts * � ."�' I" I 'W r ! z R`2 = s 074?51 �AROFESS \o�P THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION 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 AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d Land Surveying, P.C. 1533 Crescent Road -Clifton Park, NY 12065 269 BROADWAY SITE PLAN DETAILS PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW DRAWN BY: AJW CHECKED BY: WL SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: J U LY 2021 C=502 File Name: FAMJ987\987.04 (269 Broadway)\C-500 DETAILS.dwg (Layout: C-502 ) Mafia• 1A/ari Fah 11, gr17R - d•r,1 PM (Names- ahnr7a) GRASS do PLANT PLANTING SOIL 3/4" WASHED CRUSHED - ANGULAR STONE 40 MIL PVC IMPERMEABLE) I LINER ON SIDES AND BOTTOM ROOF STRUCTURAL SUPPORT 1GREEN ROOF SECTION SCALE: N. T. S. PONDING LA GROWING 6' OUTLET TO ROOF DRAIN INV:357.08 8" DIA. DOME GRATE HDPE YARD DRAIN W/ TO DOWNSPOUT ROOF DRAINS "I,1 II,I,I,I,I,,II XSTONE = PERFORATED STORM a 61STORMWATER PLANTER SCALE: N. T. S. 36" CLEAN -OUT W/ SQUARE SCREW -IN PLUG, 13r OR EQUAL ~� 6" DIA HDPE - CLEANOUT EXTENSION INSPECTION PORT DETAIL 8" DIA. DOME GRATE HDPE YARD DRAIN TO ROOF DRAINS INV, 358.00 j PLANTING SOIL: PH RANGE 5.2 TO 7.00 ORGANIC MATTER 1.5 TO 4.0% io MAGNESIUM 35 LEIS PER ACRE, MIN PHOSPHORUS 75 LEIS PER ACRE, MIN POTASSIUM 85 LEIS PER ACRE, MIN N SOLUBLE SALTS < 500 PPM CLAY 10 TO 25% SILT 30 TO 55% 0 to " SAND 35 TO 60% PLANTING SOIL: ORGANIC MAGNESIUM PHOSPHORUS POTASSIUM SOLUBLE SALTS SILT 30 TO 55% CLAY t!Y i!X i!Y i!Yr :.VD OUTLET PIPE, REFER TO PLANS FOR SIZE AND SLOPE BINDER AND TOP COURSE ASPHALT TO ESTABLISH FINISHED GRADE - NOT IN CONTRACT. -PAVEMENT SUBBASE TO ESTABLISH INTERIM GRADE AS PART OF THIS CONTRACT. MAINTAIN FULL SUBBASE THICKNESS UNDER CONCRETE HDPE HEADER PIPE OR CHAMBER SCALE: N.T.S. CONCRETE PAVEMENT/SURFACE GRADE COVER ENTIRE ISOLATOR ROW WITH COMPACTED STRUCTURAL FILL IN GEOTEXTILE FABRIC FOR 12- UFTS(MAX), TOTAL DEPTH SEPARATION/STABILIZATION (8' WIDE AS NEEDED TO TO OBTAIN STRIP). CONTRACTOR TO USE MIRAFl GRADE VARIES GRADE REQUIRED FOR 14ON OR APPROVED EQUAL ACROSS SYSTEM SUB -BASE ' J CONTECH C-40 NON -WOVEN GEOTEXTILE ✓f/ INLET 6FEEDER INV 292.98 40 MIL PVC y '� IMPERMEABLE: LINER ON SIDES,,,It AND BOTTOM, I � /i 5..6" NON -WOVEN GEOTEXTILE 5.2 TO 7.00 1.5 TO 4.0% 35 LEIS PER ACRE, MIN 75 LEIS PER ACRE, MIN 85 LEIS PER ACRE, MIN < 500 PPM 10 TO 25% 35 TO 60% 4" OVERLAP 1 (2) #3 --- J i BARS 3 CLEAR (r(p) PLAN r-3/4" - 2" INCH WASHED CRUSHED ANGULAR STONE AROUND AND ABOVE CHAMBERS INSTALLED LOOSE (TYP) FINISHED GRADE. VARIE: EL 295.5 a I EL 292.98 f I a Z co EL 292.00 12" TYP 57" O.C. PLACE A MINIMUM OF 12.5' GEOTEXTILE 1- "1 FABRIC OVER FOUNDATION STONE FOR SEPARATION/STABILIZATION AND SCOUR NOTE: REFER TO " CONSTRUCTION GUIDE FOR ALL PROCEDURES PROTECTION AT ALL CHAMBER ROW INLET INVOLVING CONTECH INSTALLATION OF THE CHAMBERMAXX UNITS UNITS. CONTRACTOR TO USE MIRAFl 14ON (WWW.CONTECHES.COM.) OR APPROVED EQUAL NO. 2 WASHED CRUSHED STONE. PLATE COMPACT OR ROLL TO ACHIEVE A 95% STANDARD PROCTOR DENSITY. SUBSURFACE STORMWATER SYSTEM - SECTION SCALE: N.T.S. SEE DETAIL 6/C-503 TF.302.00 wu w...A ne 6" CORRUGATED - f12" CORRUGATED <z��= C DMH2 SEE DETAIL 6/C-503 TR 297.90 INV IN: 292.98 INV OUT:292.88 6" CORRUG FEED SUBSURFACE STORMWATER SYSTEM - PLAN I I 6"DIA. HDPE I�I �I i I i 6"DIA. HDPE -12" DIA. CORRUGATED PE MANIFOLD �6" DIA. CORRUGATED PE FEEDER, TYP. -- 0 O� INSPECTION PORT, SEE :TAIL 3/C-503 SYSTEM INSPECTION REQUIREMENTS: 1. NOTIFY ENGINEER A MINIMUM OF 48 HOURS PRIOR TO REQUIRED INSPECTIONS. INSPECTIONS SHALL BE PERFORMED BY THE ENGINEER AS FOLLOWS: A. SUBGRADE INSPECTION: • THIS INSPECTION SHALL BE PERFORMED PRIOR TO STONE INSTALLATION ONCE SYSTEM AREA HAS BEEN EXCAVATED TO THE PROPOSED BOTTOM OF STONE ELEVATION. • GENERAL SYSTEM LOCATION, DEPTH AND CONFIGURATION WILL BE CONFIRMED • FALLING HEAD PERMEABILITY TESTS WILL BE PERFORMED AT THE SYSTEM SUBGRADE ELEVATION AS PART OF THE SITE SPECIAL INSPECTIONS. B. FINAL INSPECTION. NOTES- 1. STONE PLACEMENT BETWEEN CHAMBERS ROWS AND AROUND PERIMETER SHALL FOLLOW INSTRUCTIONS AS INDICATED IN THE MOST CURRENT VERSION OF THE MANUFACTURER'S CONSTRUCTION GUIDE. BASIS OF DESIGN IS CHAMBERMAXX 2016 (WWW.CONTECHES.COM) 2. APPLY EROSION AND SEDIMENT CONTROL MEASURES TO PROTECT THE STORM WATER SYSTEM DURING ALL PHASES OF SITE CONSTRUCTION. 3. PLACE A MINIMUM OF 15' GEOTEXTILE FABRIC OVER FOUNDATION STONE FOR SEPARATION/STABILIZATION AND SCOUR PROTECTION AT ALL CHAMBER INLET ROWS. SCALE: N.T.S. 30" DIA HEAVY DUTY (H-20) ROUND FRAME AND COVER MODEL R-1557 BY NEENAH FINISHED SURFACE GRADE STORM SEWER PIPE (SEE FOUNDRY OR EQUAL(REFER TO (REFER TO PLANS) FLANS FOR INVERTS, DUI AND PLANS FOR RIM ELEVATION) LOCATION) FIRST COUPLER TO ` BE 18" MIN FROM WALL OR NON -SHRINK GROUT MORTAR '' BE ENCASED IN PLOWABLE FILL MANHOLE FRAME TO BE SET IN PORTIAND CEMENT MORTAR. - - - / STORM SEWER GRADE RINGS USED TO ADJUST PRECAST TOP SLAB TO EXTEND INTO COVER TO REQUIRED ELEVATION OPENING SIZE EQUAL (ASTM C-478) 5'-0" DUI. MIN �' MANHOLE, MAX TO GRATE OR COVER STORM MANHOLE OF 2" SPECIFIED OR AS SPECIFIED � ; -- 1 1 1/2" BUM ROPE AS ON PLANS , PRIMARY JOINT SEALER = N Z_ 6" UNDERDRAIN CONNECTION (WHEN MIN / CORED OR FORMED AND WHERE SHOWN ON PLANS) q• / OPENING FILLED f-.= MIN PRECAST CONCRETE RISER / WITH NON -SHRINK COMPACTED SELECT FILL TO (ASTM C-478) GROUT. BOTTOM OF PAVEMENT 5 -0 DIA MIN w. .: SUBGRADE OR AS SPECIFIED ON PLANS CORED OR FORMED OPENING 30" DIA HEAVY DUTY (H-20) POLYPROPYLENE FILLED WITH NON -SHRINK GROUT. APPLY WATERPROOFING PLAN ROUND FRAME AND COVER MODEL R-1557 BY NEENAH MANHOLE STEPS - - - - - - - - - - INSIDE AND OUT OVER FOUNDRY OR EQUAL(REFER TO PRECAST CONCRETE MANHOLE GROUTED OPENING. EXTEND PLANS FOR RIM ELEVATION) (ASTM C-478) WATER PROOFING 12 INCHES NOTES: BEYOND CORE. .. 1. ALL PRECAST CONSTRUCTION IN ACCORDANCE W/ASTM C478. 12, MIN -. 2. MANHOLE SHALL BE PRECAST CONCRETE DESIGNED FOR H-20 VEHICULAR LOADING. 3. FRAME AND COVER SHALL BE DESIGNED FOR H-20 VEHICULAR LOADING. y 4. CONCRETE MANHOLE LID CLEAR OPENING DIMENSION MUST MATCH FRAME AND COVER NCL PROPERLY COMPACT STONE CLEAR OPENING DIMENSION. COMPACTED CRUSHED STONE,-,,,] 8 z ,0 BENEATH PIPE 5. STRUCTURES HAVING A DEPTH GREATER THAN 48" FROM FINISHED SURFACE TO THE MIX OF NO. 1 AND 2 STONE x ;- FLOOR OF THE CONCRETE BASE SHALL BE PROVIDED WITH STEPS. TO SPRING LINE OF HIGHEST PIPE ; .f r`! ( 6. BACKFlLL USING SELECT BACKFlLL, COMPACTED IN 6" LIFTS. UNDISTURBED I' 7. SUMPS SHALL BE 12". SUBGRADE 8. ECCENTRIC CONE TOP CAN BE USED FOR MANHOLES DEPTH GREATER THAT 7 FEET. SECTION STORM SEWER MANHOLE SCALE: N.T.S. .* FILL WITH CONCRETE - CROWN 1' AND TROWEL SMOOTH CONCRETE FOOTING 6" 6" 6" NOTES: 1. BOLLARD FINISH: a. PREPARE GALVANIZED COATING TO RECEIVE PAINT. b. FINISH. APPLY (1) COAT OF RUST INHIBITOR PRIMER. c. APPLY (2) COATS OF GLOSS ENAMEL (COLOR TO BE SELECTED BY THE OWNER.) 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI A 28 DAYS. 3. ALL CONCRETE SHALL HAVE A SLUMP OF NO GREATER THAN 4" (WITH A TOLERANCE OF I'). 4. ALL CONCRETE SHALL HAVE A 5% ENTRAINED AIR (WITH A TOLERANCES OF 1%) CONFORMING WITH ASTM C260. STEEL BOLLARD (CONCRETE FILLED SCALE: N.T.S. SUBMITTAL / REVISIONS OF NEfiv P' C' PANi y�9 '` c �P �`/ ��' `n:'' m m > = (S) A 9OFESS\O' P4 THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION 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 AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering and Land Surveying, P.C.DRAWN 1533Crescent Road -Clifton Park, NY 12065 269 BROADWAY SITE PLAN DETAILS PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW BY: AJW CHECKED BY: WL SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: JULY 2021 C=503 File Name: FAMJ987\987.04 (269 Broadway)\C-500 DETAILS.dwg (Layout: C-503 ) nnta' \AiAri Fah 1 r) qnq� - A•F1 PAA lNama- ahnr7al FINISHED GRADE °Q * AS REQ'D TO ADJUST CONE TO FINISHED GRADE. EXTENSIONS USE PRECAST UNITS z ECCENTRIC CONE SECTION REINFORCED PLASTIC NON -SLIP STEPS PER NYSDOT 725-02.01 - 0 cy RISER W SECTION v) Q 2'-6" CAST IRON MANHOLE FRAME AND COVER - CAMBELL #1016 OR EQUAL, R OWNING SANITARY SURFACE CHECKERED AND LABELED "CITY OF SARATOGA SPRINGS _.® SANITARY SEWER" WITH LIFTING NOTCHES & VENT HOLES AS REQUIRED - -� (FRAME TO BE SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF 0"::8 PAVEMENT AND FLUSH TO 1/4- BELOW F.G.) o,• : :A PRECAST CONCRETE GRADE RINGS 6"(MIN.) TO 20-(MAX.) ,. NO CONCRETE BRICK SHIM COURSES PRECAST CONCRETE SECTIONS - 4,000 p.s,i. AT 28 DAYS, AIR- / / ENTRAINED ° FOR SANITARY MANHOLE, JOINTS BUTYL SEALED - INDUSTRY STD. \\ • e, 12" O.C. s / OR A.O.B.E. FOR SANITARY MANHOLE, BOOT TYPE Ct " FLEXIBLE MEMBRANE SLEEVE FOR ° 4'-0" I.D. MIN. ° '• PIPE TO MEET ASTM SPEC. NO.C-923 (SHOP DRAWINGS REQ'D) PF047 CIRCUMFERENTIAL REINFORCEMENT 72" 0.12 sq. in. PER LIN. FT. MIN. °' r':• w.+-v`.:; 00 ?.� ;eia a:• 6 4000 PSI CONCRETE BENCHWALL FOR o SANITARY MANHOLE AND STORM MANHOLE • ..:.- :.;.�'.�`;., :- .• :. ;'::,: A.O.B.E. (SEE DETAIL SA-4) SIZE AND LOCATION OF PIPES BOTTOM I IF \ \ AS SPECIFIED SECTION • / // �. , ° ` .. ° s ° 0° 8"--12" CRUSHED STONE - #1 OR #2 cue nt 8 :;: m . NOMINAL SIZE OR GRADATION A.O.B.E. I / o�•�: •o.:. ,. o. o a UNDISTURBED SUBGRADE OR ADDITIONAL / 4rao o cgk: 00•yo84s.Yao r1 FOUNDATION STONE A.O.B.E. NOTES: �\ \ ,� \ 1.) SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER, 2.) ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO HS20-44 WHEEL LOADING REQUIREMENTS. PRECAST CONCRETE MANHOLE 5FT DEEP AND OVER A SCALE: N.T.S. 2"f PIPE PROJECTIONB B INTO MH (TYP) W A 3W W PIPE WASH 2"f PER FOOT A CHANNEL DEPT 0.8 PIPE I.D. r•°'.' ���:'i,. 'v_ .. INVERT 3 B SAWED HALF CONCRETE BENCHWAI \ FORM SMOOTH CURVE PIPE 4,000 psi MIN SECTION B-B B4--] ONE-WAY INVERT MULTIPLE INVERT PLAN ALIGN 0.8 DEPTHS FORM SMOOTH OF DIFFERENT SIZE 1/2" PER FOOT (MIN.) CURVE PIPES PITCH ACROSS MH 0.8 I.D. 0.8 I. �r �.�„ ti': ti`' •_:.,:: . . STANDARD INVERT SMOOTH DROP INVERT FILLET INVERT IN 0.10'(MIN.) TO 2'-6-(MAX.' INVERT OUT SECTION A -A BENCHWALL AND CHANNEL FOR SANITARY MANHOLE / SCALE: N.T.S. SAWCUT LINE - SEE DETAIL SS-6 SEE PAVEMENT SECTION DETAIL SS-5 TRENCH WALLS LAID BACK PER OSHA REQ'MTS . OR SHEETING A.O.B.E. ORIGINAL ASPHALT 1JIN WEARING COURSE(S) PVMT IN TURF PAVEMENT BASE COURSE 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH STRUCTURAL SECTION (SEE NOTE 3) 6" 4e SUBBASE COURSE f2. O0 ° BORROW: WELL GRADED INORGANIC GRANULAR SOILS AND/OR ROCK, A.O.B.E. SEE NOTE 4 ( ) � .• •. MAX. 1-1/2" SIZE, NOT MORE THAN - :. 3 20% BY WEIGHT PASSING #200 ORIGINAL SUBBASE COURSE SIEVE.OR NATIVE MATERIAL, A.O.B.E. z ::::: ;:.: �.•.::' (USE VIBRATORY COMPACTOR WITH 12" LIFTS) H PIPE ZONE BACKFILL - GRADATION SHALL BE: "WELL .:• _ •. OUTSIDE CROWN GRADED SAND WITH 3/4" MAX. PARTICLE SIZE AND NOT MORE THAN 10% PASSING #200 PIPE SPRINGUNE-�- "::'' " SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) PIPE ZONE BEDDING - FOUNDATION STONE BOTTOM O.D. TO CONFORM TO N.Y.S. DOT. STANDARD SPEC. 703-02 COARSE AGGREGATE (SEE NOTE 2) I.D. + 3' MAX. UNDISTURBED SUBGRADE OR EXTRA FOUNDATION STONE A.O.B.E. NOTES: 1. STREET OPENING PERMIT IS REQUIRED 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 2-1/2" SIEVE - PASS 100% BY WEIGHT SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1-3�4" SIEVE - PASS 95-100% BY WEIGHT 1/2" SIEVE, 0-157. PASSING 1/4" SIEVE 3/4 SIEVE - PASS 60-75% 1/4" SIEVE - PASS 25-45% OR #40 SIEVE - PASS 10-25% SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING #100 SIEVE - PASS 3-12% 1" SIEVE, 0-15% PASSING 1/2" SIEVE. 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. FIELD CONDITIONS. PIPE TRENCH SECTION SCALE: N.T.S. EXISTING SEWER MAIN: TAPPING SADDLE TO BE APPROVED BY D.P.W. NEW SEWER MAIN CONSTRUCTION: 45' OR 60' WYE OR TEE/WYE TO BE APPROVED BY D.P.W. SEWER MAIN FINISHED GRADE 45' OR 30' BEND AS REQ'D lice ��C � •. BUILDINGMIN. SDR 35 PVC• • �•� CITY -•• _> '•' SLOPE:PLAN REVEAL •. TO .'. 2"x 4"x 24" P.T. STAKE PIPE BEDDING AS REQ'D UNDISTURBED SUB -GRADE 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 WHEN AVAILABLE PER CITY CODE SECTION 231-14. 3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY. 4.) ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS. SANITARY SEWER SERVICE SCALE: N.T.S. FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) SEE NOTES u WATER LINE SANITARY SEWER (GRAVITY OR FORCEMAIN) OR STORM SEWER SEE NOTES NOTES: (REFERENCE --- RECOMMENDED STANDARDS FOR WATER WORKS 1997 EDITION "TEN STATES STANDARDS") WHEN INSTALLED PARALLEL 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. FUTILITY SEPARATIONS: PARALLEL AND CROSSING SCALE: N.T.S. 4" CLEANOUT PLUG FINAL GRADE r " - IF N0 INSIDE CLEANOUT: 4 WITH RISER TO GRADE F1I C NCI1 N TO PUBLIC SEWER "12% (1/4 INCH/FT) (MIN. SLOPE) (SEE DETAIL SA-3) I j APPROVED SLEEVE THROUGH IF A BUILDING TRAP IS REQUIRED: FRESH AIR INLET (3" MIN.) 4'(MAX.) (PLUS BACKWATER VALVE) 4" CLEANOUT PLUG(S) UBUILDING DRAINM_ IF REQUIRED: IF REQUIRED (SEE NOTE): APPROVED BACKWATER VALVE DOUBLE HAND HOLE BUILDING TRAP, WITH CLEANOUT OR RUNNING TRAP CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE -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 DRIVER COMPARTMENT ELECTRONIC PHOTOCELL (STREET SIDE) 4" DIA. FLUTED POLE .125 WALL THICKNESS 6061-T6 STRUCTURAL GRADE ALUMINUM POLE WELDED FOR SINGLE UNIT CONSTRUCTION VERDE GREEN FINISH ACCESS DOOR 17" DIA. BASE, .750 FLOOR THICKNESS FOUR ANCHOR BOLTS AND ONE GROUND _------STUD (SEE PG. 2 OF 2 FOR FOUNDATION DETAILS) STREET PHOTOCELL 17" DIA. BASE, 12" DIA. BOLT �O�CIRCLE, DIAMOND PATTERN, FOUR 1/2" x 18" ANCHOR BOLTS ACCESS DOOR CATALOG NUMBERS: BROADWAY: PT-A850SRLED-5T- 6ARC22T5-M DL03-A-PEC/421 OFP4/VG OFF BROADWAY (INNER DISTRICT): PT-A850SRLED-5T-3ARC22T5-MDL03-A-PEC 421OFP4 VG SALVAGE LIGHT FIXTURE ONSITE 3/4" CHAMFER FINISHED GRADE ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S 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% STANDARD PROCTOR NOTES: 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.) 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. HISTORIC LIGHTING DISTRICT LED LUMINAIRE TYPE B AND POLE FOUNDATION SCALE: N.T.S. FINISHED GRADE COVER a BASE SECTION of REINFORCED PLASTIC NON -SLIP - STEPS PER NYSDOT 725-02.01 m CAST IRON MANHOLE FRAME AND COVER - CAMBELL #1009 OR EQUAL, TOP SURFACE CHECKERED AND LABELED "CITY OF SARATOGA SPRINGS SANITARY SEWER" WITH LIFTING NOTCHES & VENT HOLES AS REQUIRED 2'-0" DIA. _ (FRAME TO BE SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF CLEAR OP'NING PAVEMENT AND FLUSH TO 1/4" BELOW F.G.) PRECAST GRADE RINGS (6" MIN. TO 20" MAX.) co yryt�- •a • BRICK SHIMS NOT PERMITTED Q ,.. .. �,.e o s FOR SANITARY MANHOLE, JOINTS BUTYL 4'-0" I.D. MIN. 'z SEALED - INDUSTRY STD. OR A.O.B.E. 12" 0 C ( s CIRCUMFERENTIAL REINFORCEMENT j L1+ 0.12 sq. in. PER LIN. FT. MIN. 5" FOR SANITARY MANHOLE, BOOT TYPE _ r +/- PER FLEXIBLE MEMBRANE SLEEVE FOR r-06T MI"' g PIPE TO MEET ASTM SPEC. NO.C-923 4000 PSI CONCRETE BENCHWALL FOR SANITARY MANHOLE AND STORM MANHOLE A.O.B.E. (SEE DETAIL SA-4.) s SIZE AND LOCATION OF PIPES ;$ ... o .: v :: d . v: . �,:::m. AS SPECIFIED - :'.®P. PRECAST CONCRETE BASE UNIT °'`' ° `t� a' ' 4,000 p.s.i. AT 28 DAYS, AIR - o rp�o ENTRAINED a'• off. P :; •,.°may ° ' Z 8"-12" CRUSHED STONE - #1 OR #2 &\j:V�;\/\ \�\//�\��\/\�/` i 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 TRAFFIC AREAS SHALL MEET AASHTO HS20-44 WHEEL LOADING REQUIREMENTS. PRECAST CONCRETE MANHOLE UNDER 5FT DEEP � 5' „ , �` J SCALE: N.T.S. dl FOOTING 6" BUILDING SEWER(TYP.) 4N 0 4" BUILDING DRAIN(TYP.) NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING CODE FOR ADDITIONAL INFORMATION. BUILDING DRAIN LAYOUT SCALE: N.T.S. SUBMITTAL / REVISIONS OF NEON } PAN% �p P �' `^ r � � w 2 r = „>,� ? �� 0�4T5� ��� ,DROP ESS� THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (LE.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FORA LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEWYORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineei ring a n d Land Surveying, P C P.C. 1533 Crescent Road - Clifton Park, NY 12065 269 BROADWAY CITY O F SARATOGA DETAILS PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW DRAWN BY: AJW CHECKED BY: WL SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: J U LY 2021 C=504 File Name: FAMJ987\987.04 (269 Broadway)\C-500 DETAILS.dwg (Layout: C-504 ) nata' lAIPH Fah 1.r, 0f17� - d'.r,1 PRA (Names• ahnr7a1 NOTES: 1. CONCRETE SHALL BE 4000 PSI. SEE DETAIL SS-7 FOR 6. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: OTHER CONCRETE SPECIFICATIONS. Vt = LD (W + I.D.) - I.D. 81 2. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, WHERE: SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN V = VOLUME IN CUBIC YARDS THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY L = LENGTH OF BLOCK IN FEET YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT D =DEPTH OF BLOCK IN FEET W = WIDTH OF BLOCK IN FEET 3. CONCRETE NOT TO OVERLAP ANY JOINT. I.D. INSIDE DIAMETER OF PIPE IN FEET REQUIRED. 7. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. WITH A SAFETY FACTOR 4. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 8. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL 5. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. OR BY REMOVAL OR SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE ENGINEER. REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS TEE 90' (1/4) BEND 45` (1 /8) BEND 22-1 /2' (1 /16) BEND 11-1 /4' (1 /32) BEND PIPE SIZE INCHES AREA SQ. FT. DIMENSIONS AREA SQ. FT, DIMENSIONS AREA SQ. FT, DIMENSIONS AREA SQ. FT, DIMENSIONS AREA SQ. FT, DIMENSIONS D x L D x L D x L DxL DxL 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 8 5.7 2.0 x 3.0 8.0 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 10 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 GRADE -7 SECTION A --A C + i FABRIC 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't FABRIC-n \j P LAN ( TYP. ) E REPLACED ` N . , ..` - EDGE FOR FUTURE BE REPLACED WHEN ROAD SURFACE IS EXTENDED SAWCUT NATURAL TAPER WEARING COURSE BINDER COURSE :•::o :; �: P':o . ;s . GRAVEL BASE COURSE \/� ,�\,\.��\ SUB -BASE BITUMINUS PAVEMENT TERMINATION SCALE N.T.S. r SAWSCUT DE TACK COAT TO PAVING SEE PIPE TRENCH DETAIL 3/C-504 PAVEMENT SAWCUT SCALE N.T.S. NG GROUND WATER MAIN (OR SEWER FORCE MAIN) CONCRETE THRUST BLOCK UNDISTURBED SOIL ia`•S:ea ' f ,5,� ..q R�••;� y4� 6" rnrn�y}l hY ;�` �'j. ia, ,3,w^s�t,•'4y :'i�r'•,:`4'•s,.m Concrete % 'gam' " i• :R.~.'ita..;-J`'''":-,'iw:¢Tc..aC',rEw=•�1^.:v:'`te:. w'':•s�.,H_,Ci;".tr�"�'•n?-'•3ar•,x,�rt... Wire Meshor Rebar ,,r4� _ •,< =,. ,.v,n:e.firi ,t�v. Heat Piping �* ."1 .. T:lY��Sa��S^�'4.'Mw e w „'•vo3;:'j�.waF.'.n. (typically 3" '�•+ �• a;•:� down, in middle J '•..' Y s.�.zv, "ate x _ of slab) Ties '•.j3• �.-'jam``; 1-1 /2" to 2" (Note: Check with typical insulation manufacturer to ensure insulation meets HIGH density compression strength) < < \ Edge Insulation Polyethylene Based on i Moisture Barrier Design Compacted 6" typical (typically 6 mil) ubase kSee Detail SS-8) 1" typical HIGH Density Insulation GENERAL DESIGN CRITERIA FOR CONSTRUCTING RADIANT HEAT IN SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 1) LAYOUT AND DESIGN IS THE RESPONSIBILITY OF THE PROPERTY OWNER. TUBING SHALL BE LOCATED TO AVOID ICE FORMATION FROM MELTING SNOW IN ALL PEDESTRIAN ACCESSIBLE AREAS. 2.) PROPERTY OWNER IS RESPONSIBLE FOR INSTALLATION, MAINTENANCE AND REPAIR OF RADIANT HEATING SYSTEM. 3.) PROPERTY OWNER SHALL PROVIDE PLANS FOR REVIEW BY THE CITY DPS AND DPW PRIOR TO INSTALLATION. FINAL DESIGN SHALL PROVIDE CLEAR ZONE FOR FUTURE TRAFFIC SIGN INSTALLATIONS. TYPICAL RADIANT HEAT IN SIDEWALK DETAIL SLAB ON GRADE APPLICATION SCALE: N.T.S. ow �CK Ld 0 0!� w m v> 0V) < TOP COURSE - NYSDOT ITEM 402;098302-9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR. PAVEMENT TOP BINDER GRAVEL ESAL TYPE COURSE COURSE COURSE LEVEL SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS - DWG. SS-7 6" X 6" NO. 6/6 WOVEN WIRE MESH EXCEPT A.O.B.E. - 6" GRANULAR SUBBASE COURSE - \ \ \ NYS DOT SECT. 304, TYPE 2 p �- 6" X 6" N0. 6/6 WOVEN WIRE MESH ti COMPACTED TO 95% STANDARD PROCTOR 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 \ SUBGRADE COMPACTED TO COMPACTED TO 95% STANDARD PROCTOR 90% STANDARD PROCTOR \ SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TYPE 1 - TYPICAL PEDESTRIAN TRAFFIC LOADING TYPE 2 - VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS) GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. CONCRETE SIDEWALK PARKING LOT 1-1/2" 2" 8-10" <0.3 MILLION STANDARD 1-1/2" 31, 12" <30 ROADWAY MILLION HEAVILY TRAVELED/ <30 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 SCALE N.T.S. CONCRETE SIDEWALK & APRON TYPE 1 AT NON -VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLE TRAFFIC AREAS (SEE DETAIL SS-8) TAPER CURB (AS NECESSARY) TURF ASPHALT DRIVEWAY ,�- ir,-:,•_i�ii :..:.. ` �rg'y 6" CONCRETE CURB EXPANSION JOINT (TYP) FULL DEPTH OF CONCRETE TRANSITION CURB BOTH SIDES 1-1/2" REVEAL (MAX.) g RADIUS =.:5,: :a MIN ; �4•. �% ' S ,/�' STREET --' - -' WARPED PAVEMENT AREA (TYP. BOTH SIDES) DROP CURB AT COMMERCIAL DRIVEWAY SCALE N.T.S. SCALE: N.T.S. EXPANSION JOINT AT SIDEWALK 1/4" WIDE x DEPTH OF WALK FIBRE EXPANSION JOINT FILLER AT CURB JOINTS, EXTEND CONCRETE TO 2"-3" MAX. BELOW F.G. SEE DETAIL SS-8 FOR FINISH GRADE--a SIDEWALK REQUIREMENTS--,,, a. O �.. j CURB AND PLACEMENT SHALL CONFORM TO N.Y.S. DOT SIDS. SEC, 609-3.01 TYPE 3 CURB - GRANITE SCALE N.T.S. TRAFFIC CONTROL SIGN BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS - DWG. SS-7 TOP, FACE AND BACK SURFACES TO BE MACHINED SMOOTH 1/4" BEVEL 6" REVEAL(MIN.) SEE DETAIL SS-5 FOR PAVEMENT AND GRAVEL SUBASE REQUIREMENTS GRANITE CURB - CONTINUOUS CONCRETE SETTING BED - SEE CONCRETE SPECIFICATIONS --• DWG. SS--7 SUBGRADE COMPACTED TO 90% PROCTOR 6"x18" GRANITE TRANSITION CURB NOTES FOR SPECIFICATIONS POST & BREAKAWAY %PPROVED BY CITY T. )ST DRIVEN INTO GROUND TE SHALL NOT BE USED) TAPER CURB TO FLUSH WITH GRADE GRANITE CURB TERMINATION NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1: 50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER 101 Fill FARM N a FY SEE NOTES FOR SPECIFICATIONS AND PLACEMENT .-, " LK TRAFFIC SIGN LOCATION (SEE NOTES) STREET RB 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. SUBMITTAL /REVISIONS ` OF NEB✓ y P � p. PqN� Op � �,P Cy -� ' * v ,A '`a i * - n "` ►s . w w.- N� c� 07475� �� A%)'EssIO\A THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (LE.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEWYORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. E n g I n e P, rI n g a n d Land Surveying, P.C. 1533 Crescent Road - Clifton Park, NY 12065 269 BROADWAY F SARATOGA CITY 0 S O G DETAILS PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW DRAWN BY: AJW CHECKED BY: WL SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: J U LY 2021 CM1505 File Name: FAMJ987\987.04 (269 Broadway)\C-500 DETAILS.dwg (Layout: C-505 ) nafP• IA/PH Fah 1.9; 9091 - d•F1 PM fNamP• nhnr7a) ACRYLIC LENS w x -R FINIAL(SAME FINISH AS POLE) LED ROOF -MOUNTED OPTICS f HEAT SINK FOR HEAT TRANSFER THREE(3) EACH OLD TOWN STERNBERG ORNAMENTAL FIXTURES -- '� (2) MODEL A850SRLED/5T Al) A850SRLED/5T/PT / 66 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 (Wf PHOTOCELL IN POLE SHAFT) MODEL 478PM HEAVY WALL CAST ALUMINUM MOUNTING BRACKETS WITH VERDE GREEN FINISH (ARM & FILIGREES CAST IN ONE PIECE) 5" DIA. FLUTED ALUMINUM POLE - STERNBERG MODEL NO. 5214-FP VERDE GREEN FINISH 0.188" WALL THICKNESS 6061--TB 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) L r,ZINC-PLATED ANCHOR BOLT ASSEMBLY PER ` MANUFACTURER'S RECOMMENDATION Ll 04 .GROUNDROD PER N.E.C. � ELECTRIC SERVICE SEE NOTES - -- �_ ..:. s . r 4000 PSI REINFORCED CONCRETE BASE I WITH SONOTUBE FIBER FORM 24" DIA. `} (8 EA. #4 VERT. BARS EVENLY SPACED `• ,..6 r W f 3" COVER) 6' SUBGRADE - ' 24 ,- ' UNDISTURBED OR NOTES: COMPACTED TO 90% STANDARD PROCTOR 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.) 2, THE OWNER/DEVELOPER IS RESPONSIBLE FOR ELECTRIFYING THE SYSTEM AND PAYING THE ELECTRIC BILLS UNTIL ACCEPTED AND TAKEN OVER BY THE CITY OF SARATOGA SPRINGS. 3, ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HHO2, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. HISTORIC LIGHTING DISTRICT LED TRIPLE LUMINAIRE TYPE C AND POLE FOUNDATION SCALE N.T.S. DETERMINING ROOT ZONE: MULTIPLE TREES MEASURE DBH OF TREE IN INCHES. THIS NUMBER IS THE MINIMUM NUMBER OF FEET FROM THE TRUNK THAT SHOULD BE PROTECTED BY FENCING _nTM r� ' r CRITICAL ROOT ZONE= AREA WITHIN x FEET FROM TRUNK ME FENCING POST CONTINUOUS CHAINLINK FENCING 0 TREE PROTECTION AREA STOCKPILING PROHIBITED 4' MIN 2' CRITICAL ROOT ZONE NOTES: 1. TREE PROTECTION FENCING SHALL BE ERECTED AT THE EDGE OF THE CRITICAL ROOT ZONE OR BEYOND PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. 2. THE PROTECTED CRITICAL ROOT ZONE OF EACH TREE SHALL EXTEND FROM THE TRUNK A MINIMUM DISTANCE OF 1 FOOT FOR EACH INCH OF TRUNK DIAMETER, OR 6', WHICHEVER IS GREATER. 3. FENCE SHALL BE MINIMUM 4' HIGH ON ALL SIDES, AND BE CONSTRUCTED OF CHAINLINK. 4. FENCE SHALL BE SUPPORTED BY VERTICAL POSTS DRIVEN 2' (MIN) INTO THE GROUND. POSTS MUST AVOID MAJOR ROOTS, AND MUST BE SPACED NOT MORE THAN 10' APART. 5. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT SHALL BE ALLOWED WITHIN THE THE FENCING. FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY CITY FORESTER. 6. FENCING SIGNAGE AS DETAILED MUST BE POSTED IN A VISUALLY PROMINENT LOCATION. TREE PROTECTION FENCE DETAIL SCALE: N.T.S. SUBMITTAL / REVISIONS OF NEIi �� , )- D. Pq * U ,n �i * r 7' Z L c1 o 0;�a75A �' 9 �� THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION 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 AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d • Land Surveying, P.C. 1533 Crescent Road - Clifton Park, NY 12065 269 BROADWAY CITY F SARATOGA S RATOGA DETAILS PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW DRAWN BY: AJW CHECKED BY: WL S51 SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: J U LY 2021 C=506 t•ne Name: I-:uvlJVbf\Vb1.U4 (2bV broaaway)\U-5UU Ut I AILS.awg (Layout: c-506 ) data- 1A/ari Fah 1 F, grlq� - A.r;l PKA (Names• ahnr7A) ACRYLIC LENS w x -R FINIAL(SAME FINISH AS POLE) LED ROOF -MOUNTED OPTICS f HEAT SINK FOR HEAT TRANSFER THREE(3) EACH OLD TOWN STERNBERG ORNAMENTAL FIXTURES -- '� (2) MODEL A850SRLED/5T Al) A850SRLED/5T/PT / 66 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 (Wf PHOTOCELL IN POLE SHAFT) MODEL 478PM HEAVY WALL CAST ALUMINUM MOUNTING BRACKETS WITH VERDE GREEN FINISH (ARM & FILIGREES CAST IN ONE PIECE) 5" DIA. FLUTED ALUMINUM POLE - STERNBERG MODEL NO. 5214-FP VERDE GREEN FINISH 0.188" WALL THICKNESS 6061--TB 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) L r,ZINC-PLATED ANCHOR BOLT ASSEMBLY PER ` MANUFACTURER'S RECOMMENDATION Ll 04 .GROUNDROD PER N.E.C. � ELECTRIC SERVICE SEE NOTES - -- �_ ..:. s . r 4000 PSI REINFORCED CONCRETE BASE I WITH SONOTUBE FIBER FORM 24" DIA. `} (8 EA. #4 VERT. BARS EVENLY SPACED `• ,..6 r W f 3" COVER) 6' SUBGRADE - ' 24 ,- ' UNDISTURBED OR NOTES: COMPACTED TO 90% STANDARD PROCTOR 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.) 2, THE OWNER/DEVELOPER IS RESPONSIBLE FOR ELECTRIFYING THE SYSTEM AND PAYING THE ELECTRIC BILLS UNTIL ACCEPTED AND TAKEN OVER BY THE CITY OF SARATOGA SPRINGS. 3, ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HHO2, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. HISTORIC LIGHTING DISTRICT LED TRIPLE LUMINAIRE TYPE C AND POLE FOUNDATION SCALE N.T.S. DETERMINING ROOT ZONE: MULTIPLE TREES MEASURE DBH OF TREE IN INCHES. THIS NUMBER IS THE MINIMUM NUMBER OF FEET FROM THE TRUNK THAT SHOULD BE PROTECTED BY FENCING _nTM r� ' r CRITICAL ROOT ZONE= AREA WITHIN x FEET FROM TRUNK ME FENCING POST CONTINUOUS CHAINLINK FENCING 0 TREE PROTECTION AREA STOCKPILING PROHIBITED 4' MIN 2' CRITICAL ROOT ZONE NOTES: 1. TREE PROTECTION FENCING SHALL BE ERECTED AT THE EDGE OF THE CRITICAL ROOT ZONE OR BEYOND PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. 2. THE PROTECTED CRITICAL ROOT ZONE OF EACH TREE SHALL EXTEND FROM THE TRUNK A MINIMUM DISTANCE OF 1 FOOT FOR EACH INCH OF TRUNK DIAMETER, OR 6', WHICHEVER IS GREATER. 3. FENCE SHALL BE MINIMUM 4' HIGH ON ALL SIDES, AND BE CONSTRUCTED OF CHAINLINK. 4. FENCE SHALL BE SUPPORTED BY VERTICAL POSTS DRIVEN 2' (MIN) INTO THE GROUND. POSTS MUST AVOID MAJOR ROOTS, AND MUST BE SPACED NOT MORE THAN 10' APART. 5. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT SHALL BE ALLOWED WITHIN THE THE FENCING. FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY CITY FORESTER. 6. FENCING SIGNAGE AS DETAILED MUST BE POSTED IN A VISUALLY PROMINENT LOCATION. TREE PROTECTION FENCE DETAIL SCALE: N.T.S. SUBMITTAL / REVISIONS OF NEIi �� , )- D. Pq * U ,n �i * r 7' Z L c1 o 0;�a75A �' 9 �� THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION 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 AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d • Land Surveying, P.C. 1533 Crescent Road - Clifton Park, NY 12065 269 BROADWAY CITY F SARATOGA S RATOGA DETAILS PRIME GROUP HOLDINGS CITY OF SARATOGA NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL 1 02/16/2023 FINAL PLAN SET AB WL 02/16/23 CHIEF DESIGNER: AJW DESIGNED BY: AJW DRAWN BY: AJW CHECKED BY: WL S51 SCALE: CONTRACT No.:- MJ PROJ. No.:987.04 DATE: J U LY 2021 C=506 t•ne Name: I-:uvlJVbf\Vb1.U4 (2bV broaaway)\U-5UU Ut I AILS.awg (Layout: c-506 ) data- 1A/ari Fah 1 F, grlq� - A.r;l PKA (Names• ahnr7A)