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HomeMy WebLinkAbout20250182 30 1/2 Caroline St Site Plan Plans 0 S -- ree -- so 0 Cl 0 0 .......... I e A C .......... 30 1 2 Car61ne Street , Scratogc Springs , NY 12866 . Februcry 28 , 2025 SITE STATISTICS SHEET INDEX . PARCEL SIZE: 0.08 AC/0.19 AC TOTAL: 0.27 AC. COVER TAX PARCEL ID: 165.60-1-85, 165.60-1-81 ram•. ZONING: UC, URBAN CORE SURVEY `` ��_ T-6 ZONING REQUIREMENTS: §, � REQUIRED PROVIDED L-1 .0 SITE DEMOLITION, PREPARATION & EROSION CONTROL PLAN BUILD-TO DISTANCE FROM FRONT LOT LINE 0' - 12' 0' L-2.0 SITE LAYOUT & MATERIALS PLAN jr MIN % BUILD OUT ALONG FRONTAGE 80% 100% L-3.0 SITE GRADING, DRAINAGE, & UTILITY PLAN aQ _ MAXIMUM BUILDING HEIGHT 70' 60'-6" :� .- --- MIN. STORIES 2 5 L-4.0 SITE DETAILS - r : - -• L-4. 1 SITE DETAILS - �CINESTRE jCIOL-4.2 SITE DETAILS ET >-PROJECT SITE - �• `" - �- PROPOSED USES CITY OF SARATOGA SPRINGS STANDARD NOTES PREVIOUSLY • ` APPROVED - � ,�� �=,� '� COMMERCIAL SPACE: 1,825 SF + 2,768 SF (NEW) = 4,593 SF PROJECT SITE �C� RESIDENTIAL (APARTMENTS): 11 + 29 (NEW) = 40 UNITS 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND t' . 17 ( BEDROOM REGULATIONS. V _�f j �' • 23 STUDIO 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, _ _ � - � > - 4,593 SF COMMERCIAL SPACE WITH POSSIBLE USES AS FOLLOWS: ARTIST STUDIO, ART GALLERY, BREW PUB, BAKERY 1929. ram„ (RETAIL), RETAIL, EATING & DRINKING ESTABLISHMENT, FINANCIAL INSTITUTION, SERVICE ESTABLISHMENT, OFFICE, GqR� MEDICAL OFFICE/CLINIC. EDUCATIONAL FACILITIES, RECREATIONAL FACILITIES, HEALTH SPA. 3. THE APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW NRR�ANE AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE i I � ON FINAL PLAN. 1— --- 4. THE CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE PROJECT LOCATION MAP COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 0G1 CITY OF SARATOGA Gage Simpson,Chair 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK Brad Galla her,Vice Chair WITHIN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY.g Shafer Gaston o SPRINGS Brendan Dailey A ZONING BOARD OF APPEALS Jonah Cohen 8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED f Otis Maxwell "r Chris LaPointe CITY HALL-474 BROADWAY Robert West(Alternate) 9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF ",ti �• `�RYckA t� sARATOGAsPEwYoRx12866 Chris Maslaek(Alternate) 518-587-318-587-3550 SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO www.sARATOGA-sPRINGs.oRG APPLY. 20240488 10. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE IN THE MATTER OF THE APPEAL OF APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN AS-BUILT DRAWING HAS GM 30 Caroline Street Corp. BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. 356 Arlington Avenue Brooklyn, NY 11208 From the determination of the Building Inspector involving the premises at 30 1/2 Caroline Street in the City of Saratoga Springs,New York being tax parcel number 165.60-1-81 on the Assessment Map of said City. The applicant having applied for an area variance to permit a mixed-use development involving Sperry's Restaurant and residential units in the Urban Core (UC) District and public notice having been duly given of a hearing on said application held on the 22"d of July 2024. In consideration of the balance between benefit to the applicants with detriment to the health, safety and SITE / CIVIL: PROJECT ARCHITECT welfare of the community, I move that the following area variance for the following amount of relief: TYPE OF REQUIREMENT DISTRICT DIMENSIONAL REQUIREMENT PROPOSED RELIEF REQUESTED kc�lml 40 Long Alley Olsen Associates, Architects P.C. Min. Build Out Percentage 80% 63% 17%(21.3%) Saratoga Springs 456 Broadway #201 The LA GROUP NY 12866 As per the submitted plans or lesser dimensions, be approved for the following reasons: Landscape Architecture&Engineering P.C. p 518-587-8100 Saratoga Springs, NY 12866 f 518-587-0180 1. The applicant has demonstrated this benefit cannot be achieved by other means feasible to the People.Purpose.Place. www.thelagroup.com applicant. The applicant wants to expand the current footprint and use of the existing commercial building to include residential units. There is currently a utility easement that would prevent further build out on the frontage along Caroline Street. The Board conducted uncoordinated SEQR and a APPLICANT: SURVEY CONSULTANT negative declaration passed on Monday July 22, 2024 2. The applicant has demonstrated that granting this variance will not create an undesirable change in neighborhood character or detriment to nearby properties. The overall design of the addition will GM 30 Caroline Street Corp. Boswell Engineering require Design Review Board approval and site plan review from the Planning Board. 356 Arlington Avenue 799 Madison Ave. 3. The variance is not substantial and is further mitigated by the points noted above. 4. The Board finds this variance will not have an adverse physical or environmental effect on the Brooklyn, NY 11208 Albany, NY 12208 neighborhood. 5. The alleged difficulty is self-created insofar as the applicant desires to add to the existing commercial structure, but this is not necessarily fatal to the application. Planning Board # 2025XXXX It is so moved. Dated: July 22, 2024 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Pagel of 2 Chairperson Date Signed: RY °'( ••S O ?• i F 376 \ / \ PVT ,Filt Bed =i }�� Bnd295r �... 1b /r �S1nr •Sta= d ' i goo 7,C1cc 0 28 28p (y \';l Il_- 1 .( •V`sa Ai 7� /�� SC, ee s -�- � ' PROJECT SITE s7 47 $q q UIVgBze TO q 280 20 COIVC F R/ 2)8 10 - - -r\�h� J\ ss CES,S CCiRB N \ 89 O � ,- - - \,. - s n�.'i A' F /NV 2634j s Sr \ F \\42 B C Bldg P u or n 3oaAPlaygrbunl{, °, 5' G $ er,mi un CL=- 0 mline St R S ¶� \ Sr SS x2g0.69 B /N4�`41j sr __ _� < rIJ= � m Sq //VI/8-2-.2g r SS Cq ER N/r� c o o� C, 8p REC ER FS B 2j9 ter 11�i� Oklahoma B �C)4 �R� UT/ q� 27 Cn o � \ Z \ i Racetrack j 2 Q97 sr SNF S n c e c,2g s c,2� o RE po'1 o O 87 O.g� f/P /� 8.�s N I L ��\i CO L 21,9 F N o \�y r_ (�lnnrr�� �_ ,_ 0 2 COIVC C Sr SS 2)9 N N •� IL- 14< \JLJV c �� \110.�•4✓e HANG o �pl gr u �3 i _ 1 �� sr et oF/ eC, Sr B $ C vN OR • m a�oga c 2g0 S S OP o A lw ���� TC, 2 My ss My w - ST, Aviv, A,4 95 27 , Tp yyvVV� SITE LOCATION MAP /NV , 63 8 2jg 1xF 0/1ENV B,2 gP/'ED�Sr SS C 6 �IVV B,63 4� N eC\2��� C,2g82� $q C,263)� `n 9 1 n = 2,0 0 0' G\ CONC S/D�ygC� G� ON Sr sMy � G�Nc G�Re rc,2>>84 NOTES: OIVC R/4j-- BC,2� R�Mq/IVS B =2 N s` //V'q--2635 �•29 1. INFORMATION SHOWN HEREON WAS COMPILED FROM AN ACTUAL FIELD SURVEY CONDUCTED pA,pp TC\2, 9.02 N sr q //Vv 8926,3 417 ORpP DURING THE MONTH OF JANUARY, 2024, AND UPDATED WITH TOPOGRAPHIC INFORMATION C, 2� CURB DURING THE MONTH OF APRIL, 2024.. �12 FC PgNE� COST UC/T N FiV 6U D/Nc C�RNAT 5 0 °" CB sT B S C 2634j 2,8 ps OMy 2. THE BASIS OF BEARING IS PER DEED LIBER 2010 PAGE 20540. Ce E/t' �O SS R/ SeC0 ND STp ST /rV� '4,2611 3. VERTICAL DATUM IS NGVD29 DERIVED FROM GPS RTK UTILIZING NEW YORK STATE co,S o R �Npp ��E/1'y Ry /iVv B 26� 3/ TC 2� DOT RTN CORS NETWORK (NYSNET) AND ADJUSTED +0.571' FROM NAVD88 RF41 NS \� BU \ qNG 13C�2'865 q 9 C,269 J/ SC,2j�'31 DATUM BASED ON A CONVERSION USING THE NGS COORDINATE CONVERSION AND /�D/iVG �,q�C GEN�R �ooD p °y 2�8.7,5 / C ST s �S/\ e•9p TRANSFORMATION TOOL (NCAT). v �yq �gNTEj>' DROP Ss /Nvq\ •23 ��j 4. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAYS AND TITLE OF c� 2je z0/v S$8o \ TC--2 CUR /NAB 26>g4 RECORD, THE SURVEYOR RELIED UPON TITLE COMMITMENT NO. 2301851P, 7996 NE x 00' Mqp B.oN B sr q 9 '26g22 PREPARED BY NORTHWAY TITLE AGENCY, INC, DATED DECEMBER 12, 2023. p Q 28p33 EXEC 00 F , �F Tc, Z rC,2�8. $ DLjN METERS k 534, 8g BC 2>>go sr Ss Rj� 5. THE OFFSETS OR DIMENSIONS SHOWN HEREON, FROM THE PROPERTY LINES TO 0�E,,?, E Q \ //4/ �686 THE STRUCTURES, ARE FOR REFERENCE ONLY; THEREFORE, THEY ARE NOT TOP T/C4� 11V gCgAIT c� RAF OV N �" Sr /IVv B\269)6 INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF GROUND OT = FFex \//Ay� / N m q D /N�C,2�p22 FENCES, ADDITIONAL STRUCTURES, OR ANY OTHER IMPROVEMENT. 'c 284 0/' 280.02 k 3, y g /IyV LANDS N/F �Q2��•ox 6. UNDERGROUND UTILITIES SHOWN HEREON ARE NOT CERTIFIED TO. WHILE EVERY CAROLINE STREET OWNERS, LLC v z �� 277 EFFORT WAS MADE TO PLOT UNDERGROUND UTILITIES, STRUCTURES AND TAX MAP ID: 165.60-1-87 /2., _ / _ 8 gC;2111.S7 FACILITIES FROM FIELD INVESTIGATIONS AS WELL AS DATA OBTAINED FROM INSTRUMENT NO. 2013034685 �E HOPE /� \ 2j6.g8 PREVIOUS MAPS, RECORD UTILITY DRAWINGS AND UTILITY FIELD MARKOUTS, R/Ti / \k CB THERE MAY BE OTHER UNDERGROUND UTILITIES, THE EXISTENCE OF WHICH ARE Cq J P E�E� BjROU Mgo�F NOT KNOWN TO THE SURVEYOR. IT IS THE CONTRACTORS RESPONSIBILITY TO O ND N SFS'ER Fqs VERIFY THE EXISTENCE, SIZE AND LOCATION OF ANY UNDERGROUND UTILITIES AND STRUCTURES SHOWN OR NOT SHOWN HEREON. DIG SAFELY NEW YORK CO B0/4D/jVC /` NST MUST BE NOTIFIED PRIOR TO CONDUCTING TEST BORINGS, EXCAVATION AND O CONSTRUCTION. / O eu- V = j LANDS N/F P \ PARKIN s NY \ 7. THIS SURVEY AND THE LY TO THE PARTY OR PARTIES HEREON NAMEDIOANDHAREONOT TRANSFERABLE TON SHALL BE VALID ADDITIONAL GM 30 CAROLINE STREET CORP. / / \ gRKjNC _ \ INSTITUTIONS OR SUBSEQUENT OWNERS, OTHER THAN AS MAY BE OR EXPRESSLY K TAX MAP ID: 165.60-1-85 \ N p \ STATED HEREON AND EXCEPT AS NOTED IN THE CERTIFICATIONS. INSTRUMENT NO. 2014022807 // c� aR/C gREq o ` N� 8. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS / N BU/�D//lIG 276�p \ ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN / SUVEY N � PARKI Gf�N Y WITH IANANY ORIGINAL OF ROM WAY. LTHEOLA D 0), INC ITEM IESFSUURVEYORTHEORIFS SEAL,GINAL OANDT HIS S GNA TURE NARKED RED / STOrQ,4C c \ SHALL BE CONSIDERED TO BE TRUE AND VALID COPIES SINCE COPIES OTHER THAN ORIGINAL COPIES MAY CONTAIN UNAUTHORIZED AND UNDETECTABLE / CO/IC FFf \ �� MODIFICATIONS, DELETIONS, ADDITIONS AND CHANGES. / /%ti/q/vS / / 2�S g3 X N c� � N LANDS N/F 9. SOME PORTIONS OF THE SURVEYED PARCEL WERE NOT ACCESSIBLE AT THE TIME 38 CAROLINE STREET, LLC OF SURVEY AND THEREFORE ALL FEATURES ON THE SITE ARE NOT SHOWN. CONC. STEPS /` - - - - -, � � �/��• TAX MAP\ INS RUMEN ID: 6 N0. 2010040469 / 5.60-1-76 CoNG I / Ei C�0 �� 275.3 ED CONC 274.9SAREAcf MAP REFERENCES: D/IV// � I AIC "qR k ENTRY �� O o 80. Eq / DOO 1. MAP ENTITLED "MAP OF SURVEY 30 CAROLINE ST", PREPARED BY BOSWELL ENGINEERING, o / 2a°4�57<< R l S/D lyq/ DATED JANUARY 8, 2022 - NOT FILED. 280 52 k W j NO I' 1 1 ' 36- E RIM=274.94 \ WV A=273.01 _ � v 7.43 48 2��. r- FENCE ECG Sg y O 2. MAP ENTITLED "MAP OF SURVEY 30 CAROLINE ST. & 68 PUTNAM ST.", PREPARED BY PVC - D v 8° 12 0 / ST N WV B=261.98 \ BOSWELL ENGINEERING, DATED MAY 12, 2014 AND FILED IN THE SARATOGA COUNTY _ UP 275.5 p / N (VAULTED MANHOLE. cy CLERK'S OFFICE ON MAY 23, 2014 AS MAP No. M2014109. OF 21-2.55 x 2�23\� •�l• q 6 / LIMITED VISIBILITY) AREA 0 275.5 �Q / \ \9T 3. MAP ENTITLED "MAP OF PROPERTY OF THOMAS WILSON TO BE CONVEYED TO MARK AND RESTRICTED ACCESS �e CO ��N01° 1 1' 36 E� o Cop/ KIMBERLY A. SUTTON", PREPARED BY THOMPSON FLEMING LAND SURVEYORS, P.C., DATED rjWq` OVE �/ 10.00' �\ /ST F� JANUARY 12, 1998 - NOT FILED. --2 "- \ 2,9 275.6 q2� // / U, N 2 C9po 4. MAP ENTITLED "SURVEY OF LANDS JMO PARTNERS, LLC' PREPARED BY PAUL F. TOMMELL l/W 79 / 24 / z o �\ 99S /�F T AND DATED JUNE 10, 2010 - NOT FILED. B/WA<<2�6.80 x275�7 N88° 48 7.58' l \ N Z. S �y LANDS N/F LANDS N/F S•/,9 / / X l \ U, \ \tiQ� 5. MAP ENTITLED "SPRING VALLEY SOUTH N.S.A. SMALL CITIES PROGRAM NO. 1 SITE LYNCHY'S TAVERN INC. 274.7 / z \ s IMPROVEMENTS CONTRACT NO. 1 - HENRY STREET," PREPARED BY CAHN ENGINEERS, INC., JMO PARTNERS. LLC l / f C' m T DATED JUNE 6, 1980. TAX MAP ID: 165.60-1-86 / TAX MAP ID: 165.60-1-81 j l \ INSTRUMENT NO. 2008025159 LEGEND / INSTRUMENT NO. 2010020540 / x275.2 ^ / \ Up l m 6. MAP ENTITLED "SPRING VALLEY NORTH U.R. PROJECT SITE IMPROVEMENTS CONTRACT No. / X275.6 POST l \ z^o o \ 6A N.Y.R.-254 - CAROLINE ST. AND MAPLE AVE.," PREPARED BY CAHN ENGINEERS, INC., AREA=8,299 S.F. / ��CgNpPY o0/? m N mA p PROPERTY LINE DATED JUNE 1, 1982. WOOD DECK \\\ �F yl b \ m m O \ - - ADJOINING PROPERTY LINE _ / m n c _ _ \ / 7. MAP ENTITLED "SPERRY'S RESTAURANT ADDITION," PREPARED BY JOHN MUSE, DATED W/ STAIRS h m \ LAND HOOK FEBRUARY 8, 1994, LAST REVISED MAY 5, 1994. - N83o 09' 10��W & RAILING 275.4 \ / `T z OHU. OVERHEAD WIRES EASEMENT 14 82' J 275.4 0 z o EGRESS 275.2 MULCHED a SIGN POST (SINGLE POST) _ \� CERTIFICATIONS: INGRESS/ X o _ AREA � �Q� UTILITY POLE ELECTRIC METER�� \ 1. IANNIELLO ANDERSON, P.C. o Z � , \ �, N ® \'I 274.6 N� \ LAMPPOST \ 2. JMO PARTNERS, LLC o II SEWER/SEPTIC MANHOLE \ 3. LAllSL 30 CAROLINE ST., LLC � Z \ 0 oPOST. II c� \ ® STORM MANHOLE \ OVERED BAR AREA I ' m CB CATCHBASIN 4. NORTHWAY TITLE AGENCY, INC. I cj Z FACE OF WALL TO f \\\ x275.3 'POST I j DISTANCE=0.55' { WATER VALVE 5. FIRST AMERICAN TITLE INSURANCE COMPANY I / 274.6 N �S X X CA WATER SERVICE VALVE W � � � RIM=271.87 GAS VALVE � 275.5 275.1 " WALL TO / / / / CIRF INV=260.97 GAS SERVICE VALVE FACE OF _p 31' �( DISTANCE- • 13' HIGH PRIVACY WALL 14� C.0 CLEANOUT - Y �G WA / N810 55- 21"W FACE OF WALL TO CIRF CAPPED IRON ROD FOUND GRAPHIC SCALE X -X CIR DISTANCE=0.31' N FFE FINISHED FLOOR ELEVATION - CONC. CURB FACE OF WALL TO CIRF TC TOP CURB ELEVATION 10 0 5 10 20 40 -X LANDS N/F DISTANCE=0.48' BC BOTTOM CURB ELEVATION X / SARATOGA SPRINGS PUBLIC LIBRARY TAX MAP /D: 165.60-1-53 123.4' FIELD MEASURED UTILITY DATA ( ) IN FEET / LIBER 1263 PAGE 249 123.4' RECORD UTILITY DATA 1 inch = 10 feet CHRISTOr---'HER J . SCHROEDER BOUNDARY SURVEY PREPARED FOR A% OFNE )® 30 1 /2 CAROUNE STREET Q'/'OR J.'s 0 CO y�o �P CITY OF SARATOGA SPRINGS 2 12/12/24 ADD CURB AND CENTERLINE ROAD ELEVATIONS SR CJS OSWELL ENGINEERING * m � x ir SARATOGA COUNTY NEW YORK 1 05/09/24 ADDITIONAL TOPOGRAPHIC SURVEY DATA SR CJS EST. SURVEYED DRAWN DESIGNED CHECKED 1924 SURVEYED BY CJS/SR DESIGNED BY SCALE: JOB N0. DATE N0. DATE DESCRIPTION BY BY BY BY ENGINEERS • SURVEYORS • PLANNERS • SCIENTISTS ��® �og66 � DRAWN BY SR CHECKED BY CJS 1" = 10, A24-001 01/25/2024 799 MADISON AVENUE • ALBANY, NY 12208 • (518) 436-6310 QAN® PROFESSIONAL LAND SURVEYOR N.Y. LIC. 050965 DRAWING No. A24-001_BASEMAP.DWG SHEET of I �c F F C' CONC. CURB EXISTING WATER SERVICES CB CONC. CURB DROP CURB PREVIOUSLY TURNED OFF, EXISTING 4" G CUT,AND ABAN ONED E E E The LA GROUP WATER LINE � REMOVE ABANDONED 3/4'NN SMH REPUTED LOCATION 8" w w COPPER WATER SERVI N RIM=278.95 NN v Landscape Architecture&Engineering P.C. SANITAFY SEWER MAIN REMOVE ABANDONED 4" X INV A=263.47 SMH SMH r INV B=263.27 WATER SERVICE B SMH RIM A=26 3 Peo Ce.Pur pose.Place. RIM=281.57 INV C=263.47 RIM=278.95 DMH P p CAROLINE STREET INV A=268.94 A G INV A=263.47 DMH RIM=276.86 INV A=UNABLE TO ACCESS INV 8=268.22 40 Long Alley p.518-587-8100 ss ss -ss- s S ss A INV B=263.27 R1M=277.88 INV A=269.76 SA CONTRACTOR TO CONDUCT TEST B SS SS S SS A INV C=263.47 INV A=26731 ss ss A S B ss INV B=270.22 Saratoga Springs f 518-587-0180 PIT TO CONFIRM ELEVATION OF S AWCUT ASPHALT PAVEMENT REMOVE PLANTER BED S ss = D INV C=270.75 NY 12866 www.thelagroup.com x RI .48 0 INV C=269.31 INV D=274.13 -sT EXISTING SEWER MAINS AND _ B A B S REPUTED LOCATION 20" ::, REPORT FINDINGS TO OWNERS REP IN 49 7 sN ST sT sr A SST sT sT sr x C Unauthorized alteration or addition to this SANITARY SEWER MAIN ' INV 2 RELOCATE SIGN document is a violation of Section 7209 of the REMOVE CONCRETE CURB ' x ' ' REMOVE ASPHALT AND CB New York State Education Law. CONCRETE PAVEMENT CONC. CURB ® ©the LA Group 2020 OH O Oo H O H as0o x 'S'Yo Prepared for: ON WA o o ' x - GM 30 Caroline x CHAIN LINK ILDING WALL GENERALLY ALONG LINE m StreetCorp. CONSTRUCTION FENCE EL SILT FENCE 2 � REMAINS CONC. RS OF AN a x Q L-4.0 PROTECT EXISTING STREET REMAINS z REMOVE CONCRETE ELEC. PANEL LIGHT DURING CONSTRUCTION 0 1 STABILIZED CONSTRUCTION 356 Arlington Avenue L-4.0 Brooklyn, NY 11208 REMOVE AND DISPOSE OF o " ' ENTRANCE y ELECTRICAL PANEL Q REMOVE RAMP 3 L w AND WALLS pro N' w REMOVE SIGN J REMOVE PIPE p LANDS STREET, LL76 EXHAAH ASP PA 3g CAROLIIDE 165'6010040469 Q -0 BUILDING ICK " TAX MAP ND• 2 VACANT LOT z m / Ns Q INSTRUM C� O 2" HDPE m EXISTING U c REMOVE FENCE mVERITICAL IN GROUND 12" HDPE z BUILDING TO m m Z TOP ELEV.=284.07' VERITICAL IN GROUND REMAIN REA (� TO ELEV.=281.37' PROPOSED SILT FENCE W W REMOVE CONCRETE A � �ti�RCy qr EXISTING BUILDING TO REMAIN A I 7 INLET PROTECTION \ CORN (HAMLET&GHOST) BUILDING LANDS ICK D/S�O' S NIF RS, LL0 � tie ND NE INE STREEI6 60,138685 S N/F T CORP. AMP NC \Rrsr CAROL MAP ID• 0 20130 LAND E STREE 1,85 -- -- -- � � N TAX TRUMENT N 30 C�p D DN 165.004022g07 sT / NIN GMTAX NT No. 2 INSTRUME C AIN 0 Z ISTING STORMWATER I \ P-\ HOLE TO REMAIN ER Q L D I I' REMOVE TEMPORARY WALLS, TENTS, ONC PAVEMENT, STAIRS AND RAILINGS R - _ � 27® �ILL- 9 1 I o O N�Ap�� �00G�� pVG L= \� 0 2� \ /W F 5 I ' \� �O 00 � OST CO � � G� P nn 16 0' REMOVE PLANTINGS \ NN STRU 99 S DEMOLISH EXISTING p - I / / BUILDING ADDITIONS JLGH \ ' BASIN o/ GATC 2/I-BI � NN � RNv;26p.g7 WDDp S �� tp � Project Title: NSF _ __ _ __ , LANDS RN INC.N0 / �► R ` ROOF AN �" FACE pF ALL y5 / TA\/E 1 86 1 OiSTAN YNCNY S 165.60-023159 / /CE 30 2 Caroline Street L MAP ID•ND 2008 X UMEN / N TA T ` INSTR / / N / ♦ 30 z Caroline Street `� ♦ To Saratoga Springs, NY 12886 M REMOVE WOOD DECK, � / / EGRESS EPSE STAIRS,AND RAILING `�� ® ACE pF WAL 0.3t VAULT SIgLE) ` °a� /♦ FA DISTAOFE- /ALL Op CIRF (INACCES / `NGRE55I REMOVE PRIVACY WALL FACE ANGE 8 O / ` ,p 3� � ♦ plsT FP LANDS N/F Lj0 LIBRARY 0S PUg 1,53 GIR NG. CORg SARATOGAM p ID 16PASE 249 S RETp�N�N ♦ TAX IBER 1263 / N /X / cP Project No.: 2021127 Design: DRC REMOVALS NOTES: PROTECTION NOTES: SITE PREPARATION NOTES: LEGEND Drawn: MLD Ch'k'd: DRC 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING - - PROPERTY LINE 10 5 0 2 4 6 8 10 Date: 2/28/2025 Scale: 1"=10' REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF WORK DUE TO THEIR CONTRACT OPERATIONS. WITH THE CITY ENGINEER, CITY ENGINEERING DEPT/DPW, AND OWNER/OWNER'S SITE.ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION CONSTRUCTION LIMIT LINE Rev: Description: Date: BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, PLANS AND GENERAL CONSTRUCTION SCHEDULE. Scale: 1" = 10' STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. EXISTING STORM LINE 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE EXISTING SANITARY SEWER LINE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT EXISTING GAS LINE 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY WORK, EQUIPMENT, PERSONS,AND PROPERTY FROM DAMAGE. 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING o REMOVED AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. E 4. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE EXISTING ELECTRIC 0 4. ALL DEMOLITION AND DISPOSAL ACTIVITY WILL COMPLY WITH APPLICABLE FEDERAL, OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF STATE, AND LOCAL LAWS. AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. EXISTING WATER LINE Drawing Title N SF SILT FENCE Planning Board # XXXXXX Site Demolition, W, - - - - - - - - SAWCUT ASPHALT Approval Preparation & Erosion X ><Xxxxxxxxx REMOVE ITEM Approved under authority of a resolution adopted Control Plan by the Planning Board of the City of Saratoga Springs. N o a N Drawing No. o � REMOVE ASPHALT/CONCRETE LL N N W o N Chairperson Q N O K o a` REMOVE BUILDING ADDITION m 6 E Date Signed: o >Z L- 1.0 amM ----I The LA GROUP I I Landscape Architecture&Engineering P.C. I I II People.Purpose.Place. CAROLINE STREET F--- ' 40 Long Alley p:518-587-8100 (PAVED) i i i i ASPHALT PAVEMENT 3 g Saratoga Springs 518-587-0180 I I 7 NY 12866 www.thelagroup.com i i I I I I I i I I I L-4.0 RELOCATED TREE GRATE, COMMERCIAL ENTRANCE L-4.0 L-4.1 SIGN TYP. (3) I I I I I Unauthorized alteration or addition to this 1 I i i i I I EXISTING HISTORIC STREET 1 1 document is a violation of Section 7209 of the New York State Education Law. AC 5'TYP. I I I I I LIGHT TO REMAIN AC AC I I I I I I I I I I I -------- ----- ---- ---- —I I------� --- --� — ----- ------- -------------------------- ------ ------------------ — ©theLAGrou 2020 ------- p I - - = Prepared for: i 61 L-4. CONCRETE PAVEMENT I GM 30 Caroline a I I ' 25.27' Street Corp. MEET EXISTING CONCRETE 51.41 8 CONCRETE PAVEMENT PAVEMENT FLUSH WITH �� �� 10.00, L-4.0 S 1 — — \ 356 Arlington Avenue SMOOTH TRANSITION Brooklyn, NY 11208 6" CONCRETE CURB L 4.0 FIFE: I L 4.1 DECORATIVE FENCE 101.12 5 I \ L-4.0 SCORE JOINT,TYP. - - — 7 L-4.0 ASPHALT PAVEMENT FIFE: 101.79 U L-4.0 EXPANSION JOINT, TYP. 4.0 \ m \ \ z I \ \ CV 00 ACCESSIBLE RAMP 5 EXISTING BUILDING TO REMAIN I \ \ \ (HAMLET&GHOST) ro CONCRETE SERVICE RAMP I o \\ SEE ARCHITECTURAL DRAWINGS .00' DIRECTIONAL ARROW \ \ 10 BOLLARDS (2) \ \ L-4.1 2' 5.00' 3.13' 10.00' 10.50' 24.95' i / 6" CONCRETE CURB \ I I I-,' J_ I L I 1 I CONCRETE DUMPSTER PAD L-4.1 x x x—x—i I x 14100' x 9.00' 8.00' //0/4. \ \ x x _ I 1° I x = �' I I EXTENT OF UPPER \ x a x FLOORS 6 5 o i \ EXISTING CITY \ EASEMENT 3 BIKE RACK(4) ACCESSIBLE PARKING SPACE I L-4.0 I I - I / rn ® \ / CDI N — — — — LAWN \ LEGEND 1 — — PROPERTY LINE Project Title: 00 ^ 4.05' I / / ASPHALT PAVEMENT L 4.0 30 2 Caroline Street too LAWN 9.00' / / 4 3 CONCRETE PAVEMENT 8 26?9 / 1 / — — — — — — — — EXPANSION JOINT 5 30 z BIKE RACK Caroline Street 3 / L-4.o Saratoga Springs, NY 12886 L-4.0 / 6" CURB 4 LAWN / / / / (D,__LAYOUT & MATERIALS PLAN Scale: 1"=10' LAYOUT NOTES PLANTING SCHEDULE Project No.: 2021127 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE KEY QTY. BOTANICAL NAME COMMON NAME PLANTING SIZE ROOT Design: DRC REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. TREES Drawn: MLD Ch'k'd: DRC 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S Date: 2/28/2025 Scale: 1"=10' REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD AC 3 Amelanchier cenedensisT erviceberry 4"CAL B&B ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR Rev: Description: Date: TO CONSTRUCTION. 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 10 5 0 2 4 6 810 3 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. Scale: _ J N 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE o AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. Drawing Title N 6 CONDUITS, EVES FOOTINGS, ETC..)WITH LOCATIONS DUCTS, N Planning Board # XXXXXX Site Layout and LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS,TREE ROOTBALLS, ° PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY Approval Materials Plan DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. o, Approved under authority of a resolution adopted N 7. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR by the Planning Board of the City of Saratoga Springs. 027 d N IS RESPONSIBLE FOR VERIFYING THE VERTICAL& HORIZONTAL POSITION OF Drawing No. °"N EXISTING UTILITIES PRIOR TO CONSTRUCTION. LL M N W O N Chairperson QN O 8. ALL PROPOSED OR RELOCATED SIGNS WITHIN THE CITY RIGHT OF WAY SHALL HAVE FINAL LOCATION APPROVED BY THE DEPARTMENT OF PUBLIC SAFETY CO QDate Signed: _ 0 0 Z BEFORE INSTALLATION. o � a v7 ii TC=280.65 F TC-279.21 / L=L/b.LIV L=L//.b4 IU=z BC=280.20 =278.75 BC=277.79 BC=277.29 BC=276.90 REPUTED LOCATION OF 8" SA TARP SEER SE VICE 3 1 C "WATER MAIN N SANITARY SEWER MAIN, C NNECTION 1) 4 G C1 NSTAC�4 X4 L y, e CONTRACTOR TO CONFIRM TOP OF MAIN: 70.06± 4" GATE VALVE, AND TH T BLOCK The LA GROUP LOCATION AND SIZE LATERAL INV.:94.73± SMH ( w w w I I RIM=278.95 Nm I I INV A=263.47 X STMH SMH Landscape Architecture&Engineering P.C. SMH 6" SDR-26 PVC SEWER L TERAL I C I ' ~ INV B=26 SMH RIM=277.23 PeopCe.Purpose.Place. RIM=281.57 9.77 I I B IN - 63.47 RIM:279.06 RIM=278.95 DMH 280.69 UTILITY CROSSING --- I I INV A=267.94 277.07 X C INV A=263.47 278.06 DMH RIM=276.86 x INV A=UNABLE TO ACCESS X „ i A I I ss INV(W): 272.17 X INV 8=268.22 40 Long Alley p:518-587-8100 S ss -ss ss INV. f�FW 6 SAN: 27�.02± ss S ss A INV B=263.27 R/M=277.88 INV A=269.76 A SS SS IT'S _ S I I B I I SS INV(N):270.77 A INV C=263.47 INV A=26731 ss ss A S B ss� INV B=270.22 Saratoga Springs f 518-587-0180 SEE OTE 14 --- I I SM I I INV(S): 270.87 S ss = D INV C=270.75 NY 12866 www.thelagroup.com �ST ST_ -ST / ST I s I I RINfi L279�r481 sT s, INV(E): 268.97 B C INV C=269.31 A B INV D=274.13 REPUTED LOCATION STORM SERVICE CONNECTION 4 I i i i IN =2 9.¢17 4" DIP WATER SERVICE ss ST_sT sT A B ST_ST_ST_ST sT L-3.1 C Unauthorized alteration or addition to this OF 20" SANITARY LATERAL INV.: 277.19± i i i i INV m-2 8.y7' EX.TC: 279.50 �� T T C 2 document is a violation of Section 7209 of the SEWER MAIN BY CITY I I I I ' I I TC: 278.90 6" HDPE I I I I I I - EX.BC: 279.02 New York State Education Law. ENGINEERING STAFF t I I �- I I I BC: 278.40 CB I I Z I I I -`J-------_----� '� Tr_97R_r5 - *7.0 BC 276 918 ©the LAGrou ----- ---------------------I I------� ------I l =L BC=280.91 C=280. 2 _ _ - _ - p 2020 off o _ TC C= .8TC=280.97 w off _ off EX.TC: 280.53 j I -_ EX.BC: 280.12 =_= I i �= I =_= 278.40 2 .50 tiYo 2j8\ Prepared for: EX. TC: 280.04 I 28 I I EX. 200.34 I 279.35 TW 279.00 I ' EX. BC: 279.54 280.92 i 280.92 0 i 280.23 I I I TW 27 .90 GM 30 Caroline BW 27 .00 _ X x - 278.50 Street Corp. FFE 278.40 279.96 278.20 � pL (VESTIBULE) 277. 21s ' 356 Arlington Avenue 2s1.00 FFE X - - Brooklyn, NY 11208 280.33 280.33 280. ' \ 281.00 STORM BLDG zao.o2 ' INV.: 278.00 279.40 277.90 I SANITARY BLDG 277.90 � I ( \ INV.: 277.00 277.10 \ 277.75 277.75 0 277.10 - - 70 277.65 O \m FFE: 281.00 z FFE: 280.33 m I 216 RAISE CATCH BASIN \ RIM TO BE FLUSH \ WITH GRADE \ EXISTING BUILDING TO REMAIN II RIM: 275.5 \ (HAMLET&GHOST) Al ' \ 275. 0 A � \ 2 \ PROPOSED RAMP \ \ (DELIVERIES ONLY) 275. 5 �5.3 sT I--,' mN CORE MANHOLE \ TO ACCEPT NEW 215 PIPE INV: 270.40 \ 280.33 i 275.40 275.45 + .�,�, 01k 0 x-x x-x 275.45 �2/7, .35 275.30 \ N A \ 22 X o T o X _ y2 � CONCRETE WALL WITH RAILING75.6 ss s 01 lk \ x I x 272.31 I 2 o I 12" HDPE @ 1% �O� 10 \ 0 It O I 2� 10 � 10275.20 275.50 PROPOSED CB o n RIM: 274.20 G� �' )1 0 INV. OUT: 270.70 I I I \ �1P 2-1274.30 TCHBASM LEGEND I CA � IM�21 i 215 I 87 1P R V-26C'g LIMIT OF DISTURBANCE 0 23 AC 275.60 INV-- ( ) Project Title: - - � PROPERTY LINE / 850 MAJOR CONTOUR 301 Caroline Street 2 J N 852 MINOR CONTOUR / / / II 2�4 6�� mN � 101.5 / I 274.60 PROPOSED SPOT ELEVATION 040 2�5-5 ' S 101.,., EXISTING SPOT ELEVATION 30 z Caroline Street EXISTING TELECOM Saratoga Springs, NY 12886 / 275.40 EXISTING GAS LINE ST EXISTING STORM DRAIN W EXISTING WATER LINE ss EXISTING SANITARY LINE ST PROPOSED STORM DRAIN GRADING, DRAINAGE, AND UTILITY PLAN W PROPOSED WATER LINE SAN PROPOSED SANITARY LINE Scale: 1"=10' GRADING NOTES: UTILITY NOTES WATER SYSTEM NOTES Project No.: 2021127 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED "MAP OF 9. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF Design: DRC SURVEY 30 CAROLINE STREET", DATED 1/25/2024 AS PREPARED BY BOSWELL STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM 1. THE CONTRACTOR SHALL CONTACT UUTILI . (1-OMPA2-796 VI AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO COVER BELOW FINISHED GRADE OF 5-0". Drawn: ERS Ch'k'd: DRC ENGINEERING. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE IRREGULAR SURFACE CHANGES. CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. Date: 2/28/2025 Scale: 1"=10' PROJECT SURVEY. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE 2. CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN 10. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND A.W.W.A. STANDARDS Rev: Description: Date: 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE CONTRACTOR. AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER. LICENSED LAND SURVEYOR. SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED B BACKFILLING. 2. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON LABORATORY WILL TAKE PLACE PRIOR TO TURNING WATER MAIN OVER TO THE 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR FINAL BUILDING FOOTPRINT CONFIGURATION. CITY TO VERIFY SANITARY QUALITY. WATER SERVICE LINES ARE EXCLUDED FROM TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO 11. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE THIS REQUIREMENT. 10 5 0 2 4 6 8 10 LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN 3. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE POLES, MAN HOLES, CATCH BASINS, HAND HOLES,WATER AND GAS GATES, DIAGRAMMATIC FOR INFORMATION ONLY, AND MUST BE VERIFIED BY THE 3. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET(EDGE TO a 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS CONTRACTOR PRIOR TO CONSTRUCTION. ALL UTILITIES MAY NOT BE SHOWN. EDGE) BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE Scale: 1" - 10' DRAIN AT A MINIMUM SLOPE OF ONE-EIGHTH INCH (1/8") PER FOOT. MAXIMUM OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, M CROSSPITCH OF ALL SIDEWALKS IS 2%.ANY DISCREPANCIES NOT ALLOWING OWNER'S REPRESENTATIVE. CONDUITS, SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF PROPOSED BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. Q THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR LANDSCAPE ELEMENTS WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED TO CONTINUING WORK. ( 4. ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT(CLOCKWISE). Drawing Title LIGHTING FOOTINGS, ETC.)AND IMMEDIATELY REPORT ANY DISCREPANCIES TO N 12. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, Planning Board # XXXXXX Site Grading, THE OWNERS REPRESENTATIVE. ANY DAMAGE AND INCURRED COSTS DUE TO 5. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE BORNE 5. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., g ACCORDANCE WITH ADA GUIDELINES. SLOPES. BY THE CONTRACTOR. SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS Approval Drainage OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. 6. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6")ABOVE 13. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE 4. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY Approved under authority of a resolution adopted Utility Plan BOTTOM OF CURB UNLESS SHOWN OTHERWISE. SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE HAND. by the Planning Board of the City of Saratoga Springs. N SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT °a" 7. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF. WHEN IT IS Drawing No. N LINE AND GRADE OF THE EXISTING PAVING. NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR F 5. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE 0 M N N UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. Chairperson N N Q- O a 8. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. 6. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING E UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE Date Signed: O o Z UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION 14. INVERT ELEVATIONS OF EXISTING INFRASTRUCTURE ARE APPROXIMATE AS DURATION OF CONSTRUCTION. _ U LL OPERATIONS AT NO ADDITIONAL COST TO OWNER. UPSTREAM INVERTS WERE UNABLE TO BE CONFIRMED. CONSTRUCTION SPECIFICATIONS: TOP COURSE- NYSDOT ITEM NOTES: \ EDGE OF EXISTING ROADWAY 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, 1. STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE SERIES S-22 COMPACTION 80 DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE YELLOW PLASTIC SLEEVE TO SERIES COMPACTION COVER ENTIRE EXPOSED C1 EQUIVALENT. TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. SURFACE OF BOLLARD 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY The LA GROUP WHERE A 30 FOOT MIN.WOULD APPLY. �o oho o o 00 0 00 010 00 0-S % TACK COAT- NYSDOT ITEM ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION 3. THICKNESS NOT LESS THAN SIX(6)INCHES. �� op pa8o �o p �� o C 407-0102 DILUTED TO BE INCREASED TO CARRY DESIGN LOADING. 4. WIDTH TWELVE 12 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT C,a' o e C,2) � �� C,2) c, �� U) Landscape Architecture&Engineering P.C. ( ) 00 a o00 0 CD C, o�oo O Q o 0 0 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE 0 00 00 0 0 00 oop o 0 0 00 POINTS WHERE INGRESS OR EGRESS OCCURS. GEOTEXTILE-WILL BE PLACED � �o oo� � o o 0 0 0 ° o ° BINDER COURSE- NYSDOT ITEM THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER 6" DIA. RIGID GALVANIZED Peop ".Purpose.PCace. OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. R' ® �����o �0 0 o a�o 0 0 �� o o o ° ° °° o ° ° PG 64S-22 402.2579QR-80 COURSE. STEEL PIPE BOLLARD, 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION �� a o 0 0 o w w ° ° • SERIES COMPACTION PG CONCRETE FILLED 40 Long Alley p:518-587-8100 ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS IMPRACTICAL m ° ° 3. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO p 8 � ®��o ado 0 0 �� o m ° ° ° BINDER (LIQUID ASPHALT) o Saratoga Springs f 518-587-0180 A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 08 08� 0 o COMMENCING PAVING OPERATIONS. -��o go ogS � o o °oo GRADE SHALL BE PG-64-22 NY 12866 www.thelagroup.com 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT �A �'' ��� 80 oSo ��� //A//A//A//A//A \//A PAVEMENT TOP BINDER GRAVEL TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC RIGHT-OF-WAY MUST BE \�/\\/\\/\\/\\/\\ \/\ TYPE COURSE COURSE COURSE Unauthorized alteration or addition to this REMOVED IMMEDIATELY. COMPACTED GRAVEL- \\\\\\\\ \\ \\ \\ document is a violation of Section 7209 of the 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED /jam/j\�/jam/j/j�/jx NYSDOT TYPE 2 CRUSHER ALL New York State Education Law. 1-1/2" 3 12 WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING 25'-0" //\//\//\//\//\//\//\// RUN-STONE (SECT. 304) ASPHALT DEVICE. 12"THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIAL //%//\\�/%/%/%/%\\\�/ COMPACTED TO 95% 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED OVER COMPACTED SUBGRADE /%//\\�/%/%/%/%/% STANDARD PROCTOR FINISH GRADE ©the LA Group 2020 AFTER EACH RAIN EVENT. 'TABILIZED CONSTRUCTION ENTRANCE SEPARATOR FABRIC (NYS DOT 207) Prepared for: a�� SCALE: NTS SUBGRADE-COMPACTED TO GM 30 Caroline 90% STANDARD PROCTOR BROOM FINISH PERPENDICULAR _ _I Street Corp. 10'MAX. TOE 36" MIN. FENCE POST ASPHALT PAVEMENTT�� ITS 7 SCALE: NTS III III a Q —III III 356 Arlington Avenue 36" MIN., 2" HARDWOOD FENCE POSTS, III � III III DRIVEN MIN. 16" INTO GROUND CITY OF SARATOGA SPRINGS Brooklyn, NY 11208 TO WALK III III III FILTER FABRIC�� CONCRETE SPECIFICATIONS OF THE PLANNING BOARD I II I II II IIIIIII �4" CONCRETE-SEE q I I I I I 11 I w z CONCRETE SPECIFICATIONS THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL w > w o ''� � CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED Q m o o ° 6"X 6" NO s WOVEN WIRE WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY ° �' MESH EXCEPTA.O.B.E. MINIMUM SPECIFICATIONS. o J FLOW l�/�lll� 11/� l� 6" GRANULAR SUBBASE COURSE NYS 4,000 PSI CONCRETE FOOTING /%/��/% ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS _ ��//�////�_ DOT SECT. 304, TYPE 2 COMPACTED 00 w _ z / �_�_ TO 95% STANDARD PROCTOR SHALL MEET OR EXCEED THESE //// / /// o z / /�// ILI N � 73li�l�lii /lli�l SUBGRADE COMPACTED TO CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE 90% STANDARD PROCTOR AIR-ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE(1)A LOW WATER-CEMENT RATIO(MAXIMUM 0.46), (2)A SLUMP OF 4 INCHES OR LESS, (3)A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) 11211 11 PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE EMBED FILTER CLOTH SURFACE, (5)ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER MIN. 6" INTO GROUND NOTES: LINEAR FOOT OR MORE, (6)A MINIMUM OF 7 DAYS MOIST CURING AT OR BOLLARD EXPANSION JOINT SPACING-20'-25'O.C. ABOVE 50 DEGREES F, (7)A MINIMUM COMPRESSIVE STRENGTH OF 4000 FILTER FABRIC; FASTENED SECURELY CONTROL JOINT SPACING- 5'O.C. PSI AT 28 DAYS,AND(8)A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST O SCALE: NTS TO FENCE POSTS W/STAPLES NOMINAL CROSS SLOPE- 1/8"TO 1/4" PER FOOT(MAX. SLOPE 1:50 TYP.) CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO PERSPECTIVE VIEW SECTION TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE FREEZE-THAW CYCLES AND DEICERS WHEN SATURATED.THE EXACT SILT FENCE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' 2 WITH CLIMATE AND WEATHER CONDITIONS. MIN. OR AS ORDERED BY CITY ENGINEER SCALE: NTS +/- 19-3/8" POWDER COATED BLACK STEEL TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL BIKE RACK, MODEL 4180-IG-P BY NOTES: TYPE 1 COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE"NEW YORK BELSON OUTDOORS OR 1. VERIFY DIMENSIONS OF BICYCLE RACK&STAKE TYPICAL PEDESTRIAN TRAFFIC LOADING STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS _ CONSTRUCTION AND MATERIALS", 1985. NOTES: APPROVED EQUAL LOCATION PRIOR TO START OF FOOTING _ 0 FILL THE TREE PIT WITH WATER v CONSTRUCTION & INSTALLATION AND ALLOW IT TO COMPLETELY r> EXPANSION JOINT ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY � 2. INSTALL EMBEDDED ANCHORING PER GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN PERCOLATE BEFORE PLANTING + MANUFACTURERS SPECIFICATIONS SARATOGA SPRINGS RIGHT OF WAYS: BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS r REMOVE TREE WRAP IF ANY EXISTS; OR BACKFILLING. CONCRETE WALK PLANNING BOARD. �a DO NOT ADD TREE WRAP 0 REMOVE ALL CONSTRUCTION ' I J 1.)SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND DEBRIS, ROCKS AND LARGE PROPERTY LINE. WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. STICKS BEFORE AND DURING .. ROOT CROWN SHOULD ALWAYS 2. SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. BACKFILLING. ) REMAIN EXPOSED BACKFILL WITH THE SOIL THAT r, iyi 3.)SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. i\\\ ACHOR ROD \ l i i CO N C RETE PAVING MULCH, 3" MAX. PLANTING IN HEAVY CLAY OR � �� ���� 8 FINISHED GRADE USING STRUCTURAL SOILS). CONCRETE FOOTING //�iTii�////�/Tii��i� SCALE: NTS COMPACTED�"'- SUBGRADE - - - TREE GRATE, BY 1-3/4"X 1-3/4"X 1/4" 91IIIIIIIIII 111 REMOVE ALL SYNTHETIC, STRING, BURLAP, BIKE RACK IRONSMITH,AS STEEL ANGLE flI=IIh=N=lll- 1i1' AND OTHER MAN-MADE MATERIAL FROM THE 3 SPECIFIED. 2' Illllllll =llllllllllllllll ROOT BALL. THE WIRE BASKET SHOULD BE SCALE: NTS =11-III_____ Illi FOLDED DOWN SEVERAL INCHES AS LONG '� 1 I I1 I I1 111 111 I II 1 I I �'' CONCRETE 3/4" PREMOLDED -' -III=III=III=III- IF AS THIS DOES NOT DAMAGE ROOT BALL SIDEWALK EXPANSION JOINT "-ICI-III-III= 6„ 1/4" RADIUS _ _ _ _ _ _ _ _ _ THE TREE PIT WILL BE DUG TO 3X THE DIAMETER OF THE ROOT BALL FINISHED WHERE PRACTICAL OR MIN. OF 2X THE ROOT BALL DIAMETER. GRADE 1/2" NELSON STUD UNDISTURBED SUBGRADE WELDED TO FRAME a PAVEMENT ° Project Title: e non ° d d god o°Do o°o a POURED-IN-PLACE DECIDUOUS TREE PLANTING 30 2 Caroline Street 00 0 oC% o 4 CONCRETE CURB SEE CONCRETE �i��i��i e ° ° 4 ° ° °° o c%d'°° CONCRETE 11 OP SCALE: NTS iCURB // 10 QJACENT SID�W K) PECIFICATIONS o° DJAP€NT LPG RAVEL COMPACTED —III III III III III III o. �o o 000 0 95% STD. PROCTOR ° O SPACE SHRUBS AS INDICATED 30 z Caroline Street ° N PLAN � Saratoga Springs, NY 12886 SUBGRADE OMPACTED TO 90% TREE GRATE, 6058 ADA c ROOT FLARE SHALL BEAR SAME � STANDARD PROCTOR TREE GRATE BY r o RELATIONSHIP TO FINISH NOTE: EXPANSION JOINTS LOCATED IRONSMITH, ? `'' W GRADE AS IT BORE TO ALONG CURB 10"O.C. MAX. OR APPROVED EQUAL PREVIOUS EXISTING GRADE 26"TREE OPENING ,� CO N C R ET E CURB O O O 0 0o BLACK POWDER COAT Cry 0 3" DEPTH SHREDDED BARK 4 MULCH; PULL AWAY FROM SCALE: NTS o o woo° c1j ROOT FLARE. O O O O _ JOINT SEAL PER SPEC. O o 0 0 0 0 0 0 E �_ O O o �_ �° CUT AND REMOVE BURLAP D o 0 0 o NOTES z L I I I TOOLED JOINT W/ 1/4" o FROM TOP 1/3 OF ROOT BALL RADIUS EDGES AS TOOLED JOINT 5 O.C. OR AS 0 o O O o 0 0 60 X 60 TREE GRATE IN TWO SECTIONS FOR SHOWN, TYP. a SHOWN ON PLANS &OTHER D o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M PEDESTRIAN LOADS ONLY O° z PLANT CONTINUOUS SHRUBS OF DETAILS OR TO MATCH EXIST. c n a a n ° SCORE JOINTS. TOOLING � o 0 0 0 0 1/2"MAXIMUM SLOT OPENING FOR A.D.A. Project No.: 2021127 c d 0 �o 0 0 �o o COMPIANCE AND PEDESTRIAN SAFETY SPECIFIED PLANTING SOIL PREMOULDED JOINT FILLER a s a s SHALL ALSO OCCUR AROUND D o 0 0 0 0 0 = o 0 0 0 .. = _ _ — Design: DRC ° ENTIRE PERIMETER OF CONIC. 0 Co 0 00 Co o CAST FROM 100%RECYCLED GRAY IRON UNDISTURBED SUBGRADE Drawn: MLD Ch'k'd: DRC PAVEMENT. D o SEE NOTE 0 0 0 0 USE FRAME MODEL:6000E 12" Date: 2/28/2025 Scale: 1"=10' Y2"JOINT %"JOINT D o 0 0 0 0 0 0 0 0 0 o MIN. D o 0 0 0 0 Rev: Description: Date: O O O O O O EXPANSION JOINT SCORE JOINT o o O O O O O O CONCRETE EXPANSION, SCORE JOINT � o oOOOOOOOOOOOOOOoo o SHRUB PLANTING 5 � o o w SCALE: NTS 0 0 0 0 12 SCALE: NITS OOO OOO d O O O O PROPOSED PAVING EXISTING PAVING APPLY TACK COAT 6„ KEYED PAVEMENT TO BE FLUSH WITH O O O O 0 O o Drawing Title N TOP COURSE EXISTING PAVEMENT o BINDER COURSE `n o 60.00in Planning Board # XXXXXX Site Details 142" MINIMUM DEEP KEY INTO C° [1524mm] Approval EXISTING PAVEMENT Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. o a N COMPACTED BASE MATERIAL 1/2"X 1"X 1/4"THICK GRINDING PADS FOR E Drawing No. ° COMPACTED SUBGRADE LEVELING-TYP. 4 OR MORE PLACES. N LL M 0 N O F o N �, Chairperson Q N O boa YM� PAVEMENT KEY TREE GRATE E 9 Date Signed: o z SCALE: NTS SCALE: NITS L-4.0 om� 1:0 i CONCRETE APRON SEE GALVANIZED METAL COPING CONCRETE SIDEWALK&APRON TYPE 1 AT CONCRETE SPECIFICATIONS AND HOLD DOWN CLIPS WITH NON-VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLE CONTINUOUS DRIP EDGES TRAFFIC AREAS TURF CM1 E SOLID TAPER CURB I(PI I��N C GROUT TOP COURSUCBNCRETE The LA GROUP (AS NECESSARY) IJlll�li �l Landscape Architecture&Engineering P.C. PAINTED TO MATCH BUILDING �NOFF NOTE: People.Purpose.Place. Ill ��� g�Dx�Q�N� 1. SILT SACK SHALL BE MAINTAINED&REMOVED ONLY AFTER 40 Long Alley p:518-587-8100 8"X8"X16"CMU WALL EXPANSION JOINT(TYP.) P ACCEPTANCE OF ROADWAY. SILT SACK SHALL BE CLEANED o WITH#5 @ 24" O.C. FULL DEPTH OF PAVEMENT PERIODICALLY TO KEEP CATCH BASIN WORKING PROPERLY Saratoga Springs 518-587-0180 f TRANSITION CURB WHILE IN PLACE AT REMOVAL OF SILT SACK ALL CATCH BASINS NY 12866 www.thelagroup.com BOTH SIDES SHALL BE CLEANED OF DEBRIS AND SEDIMENT. RADIUS 5' Unauthorized alteration or addition to this FINSEISHED E PLANSRADE, ��II � � I / \N 1� OPEN\NG 1-1/2" REVEAL 2 STRUCTU ES ONLY ATE SILT SACK DAURINNG AND AFTER INLL ONLY BE USED OST ALLA ION OF New YorktState is a Educlation Law.on of ion 7209 of the M PAVEMENT. SE \MEN1 L 4.0 CONCRETE �x I STREET O RUNOFF ©the LA Group 2020 PAVEMENT, TYP. �� Jul USE USE SILT SACK UNDER GRATE TO CONTROL SEDIMENT RUNOFF. 5 SACK SHALL BE MAINTAINED AND CLEANED Prepared for: — COMPACTED SUBGRADE M/N WARPED PAVEMENT AREA ON A REGULAR BASIS (SEE NOTE) GM 30 Caroline (TYP. BOTH SIDES) 2"X24"CQNCRETEF°QTING DROP CURB AT COMMERCIAL DRIVEWAY Street Corp. WITH (20#5CQNT. 3 INLET PROTECTION SCALE: NTS 6 SCALE: NTS 356 Arlington Avenue SECTION A PRESSED DOME DECORATIVE POST CAP, Brooklyn, NY 11208 TYP. -71 14'-0" 8'O.C. (NOMINAL) FLAT TOP PICKET, TYP. POST SPACING (2) 11"TOP RAILS, TYP. 8" 4'-8" T-5" 4'-8" 8" I L 4 0 PROTECTIVE BOLLARD, TYP. o 0 0 3/4" SQ. PICKET o AS ZE , o 8"X8" CMU WALLA' STUCCO EXTERIOR MQANUOFACTUIRER TRPCOMMENDED BY FINISH, PAINT TO MATCH BUILDING 1 I v (1) 11" BOTTOM RAIL, TYP. 12 X24 CONCRETE FOOTING WITH (2)#5 CONT. L � A N e v o FINISHED GRADE, TYP. L-4.0 CONCRETE PAVEMENT, TYP. Z o Q TYP 5X5X4 STEEL TUBE WITH 5X5X4 CAP PL. o 2i Z _ EMBEDDED 8" INTO FOOTING, TYP. o o w coPROVIDE HOLE IN CONCRETE SLAB OR ASPHALT m FOR GATE;1"0 X 3'-0" DEEP FOOTING, TYP. o w PROVIDE WHEEL AT OUTER END OF EACH GATE, TYP. NOTES- 0 DUMPSTER ENCLOSURE 2 12"TYP. FOR ALL LINE POSTS 1. DELEGATED DESIGN ITEM. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR FENCE AND GATES GATE, TYP. L-4.1 18"TYP. FOR ALL GATE FOR APPROVAL BY ARCHITECT PRIOR TO FABRICATION AS SPECIFIED 2. BASIS OF DESIGN SHALL BE AEGIS PLUS, GENESIS, BY AMERISTAR FENCE. AND CORNER POSTS 3. 22-FOOT WIDE VEHICULAR SWING GATE SHALL BE A 3 RAIL, COMMERCIAL STRENGTH WELDED PLAN STEEL GATE, DOUBLE GATE ARRANGEMENT, PER AEGIS PLUS, GENESIS BY AMERISTAR. GATE SHALL HAVE AN "OVERALL OUT-TO-OUT" DIMENSION OF 22'-0". DUMPSTER ENCLOSURE FENCE 1 SCALE: NTS (A ) SCALE: NTS 14'-0" GATE POST CAP, TYP. GATE WIDTH,TYP. LANDING -5' MINIMUM 30'-0" LANDING-5' MINIMUM 11 TERMINAL POST: MAX SLOPE 2% J_ MAX SLOPE 2% 7 0 INSTALL BRACE o 1-1/2" NOMINAL DIAMETER p 2i GATE LEAF ASSEMBLY ON ADJACENT < SCHEDULE STEEL PIPE, TYP. o Q GATE HINGE 0 12:� FENCE SECTION, TYP. m o 1'-0„ 4'-0" MAX POST SPACING, TYP. _ 1 9 GAUGE FENCE FABRIC ON CENTER DROP ROD, TY _ Project Title: I� OUTSIDE OF POSTS, TYP. _ — - — - 30 2 Caroline Street FORK TYPE LATCH, TYP. — a o o TENSION BARS, TYP. R4", TYP. �, CO BRACE RAIL (PROVIDE SMOOTH _ TRANSITION) _ — 1.66" O.D. GATE, FRAME AN — a 1 CORNERS, TYP. — — 30 z Caroline Street ° ° a Saratoga Springs, NY 12886 ° 77LJ _ I—III—II I— III;III III=III III—III-1 —I 1=1 1=1 1=1 1= FINISH GRADE, TYP. III III III III—III III—III—III—III—III- _ ESCUTCHEON PLATE, TYP. a l_ I_I 11=1 1 1-11111 1-1 1 11 -I 111 111 I I= 11 111 I I=1 I I1 I I1 I IIII_� _ RAMP PROFILE VIEW GATE POST FOOTING, 4,000 PSI CONCRETE GALVANIZED STEEL SLEEVE: SIZE I I I a RAMP NOTES: 1 TO FIT CENTER DROP ROD, TYP. _I 1. RAMP SHALL NOTE EXCEED 1:12/8.3% SLOPE. d17 UNDISTURBED SUBGRADE, TYP. it 5'-0" 2. STEEL PIPE SHALL BE STANDARD WEIGHT SCHEDULE 80, 1-1/2 INCH DIAMETER NOMINAL, CONFORMING TO A.S.T.M A501;ALL STEEL PIPE 0 NOMINAL DIA. SCHEDULE JOINT CONSTRUCTION SHALL BE TYPE 1, ORNAMENTAL QUALITY,AS 15" 15" 80 STAINLESS STEEL PIPE, TYP. DEFINED BY THE NATIONAL ORNAMENTAL AND MISCELLANEOUS METALS 4'-0" 6"x 6"X W1.4 X W1.4 ASSOCIATION. Project No.: 2021127 DUMPSTER ENCLOSURE GATE 12" MIN.. LAP SPLICE IC W/ 3 PIPE, POWDER COATED BLACK FINISH.DWARE SHALL BE STAINLESS STEEL Design: DRC 2Drawn: MILD Ch'k'd: DRC SCALE: NTS 4. CORE DRILL HANDRAIL POSTS INTO (EMBED MIN. 8")AND SET IN Date: 2/28/2025 Scale: 1"=10' ESCUTCHEON PLATE, TYP. NON-SHRINK GROUT WITH 1" SEALANT, FINISHED TO DRAIN., PROVIDE 4",TYP - ESCUTCHEON PLATES FOR EACH POST. PLATE SHALL MATCH POST Rev: Description: Date: FINISH, TYP. i CONCRETE RAMP,4,500 PSI c. �i 5. PROVIDE%" DIAMETER WEEPS ON THE UNDERSIDE OF THE RAIL, a (2) CONTINUOUS#4 BARS, TYP. 12-INCHES OFFSET FROM EACH SIDE OF RAIL POST. >- II -= —_ —���—__— 6. RETURN PIPE RAIL TO GROUND AT THE END OF ALL RAILINGS. H- W-F - COMPACTED SUBBASE 0 6" 8" 6" 7. SECURE POSTS W/EPDXY ADHESIVE. GEOTEXTILE FABRIC YP. TYP. YP. 8. ALL RAMP AND STAIR HANDRAILS SHALL RECEIVE A METAL POST SUBGRADE-COMPACTED TO 95% FLANGE PLATE. FOR RAMP CONDITIONS, THE FLANGE PLATE OPENING Q SHALL BE SIZED TO ALLOW THE FLANGE PLATE TO SITE FLUSH WITH RAMP SECTION MODIFIED PROCTOR THE SLOPING FINISHED GRADE. Drawing Title N 9. RAMP AND HANDRAILS SHALL MEET ALL APPLICABLE AMERICAN Planning Board # XXXXXX Site Details DISABILITIES ACT(ADA)CRITERIA Approval 10. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY DIRECTOR'S REPRESENTATIVE PRIOR TO RAIL FABRICATION. Approved under authority of a resolution adopted 0 by the Planning Board of the City of Saratoga Springs. N D a vDrawing No. o Or 0 M N F N N Chairperson Q N O boa Y r(7 T1E ACCESSIBLE RAMP Date Signed: m@ . a O m r >Z -41 -I^V\■ a LL SCALE: NTS • 1 PIPE LENGTH (18'4" MIN.) PROPOSED FINISHED GRADE 6" LATERAL FINISHED GRAD OR EXISTING GROUND LINE C1 (2)3/4" 0 THREADED TIE RODS, TELESCOPIC PATTERN 4" MINIMUM CONCRETE Z WASHERS & NUTS AS SPECIFIED; VALVE BOX PER CITY ENCASEMENT(MIN. CONC. The LA GROUP APPLY(2) COATS OF COAL TAR OF SARATOGA SPRINGS STRENGTH OF 2,500 PSI) 0j EPDXY PAINT FOLLOWING STANDARDS in Landscape Architecture&Engineering P.C. ASSEMBLY(20 MILS MIN. DFT PROPOSED 4"x4" STAINLESS CONTROL FULL LENGTH OF PIPE PeopCe.Purpose.Place. TOTAL), TYP. EXCAVATION BACKFILL STEEL TAPPING SLEEVE AS SETTLEMENT CENTERED ON SEWER LINE AND COMPACTION PER w INDICATED ON THE PLANS 40 Long Alley p:518-587-8100 > (SLIP)JOINT CITY OF SARATOGA o Saratoga Springs f 518-587-0180 MECHANICAL JOINT RETAINER v EXISTING 4" DUCTILE IRON NY 12866 www.thelagroup.com GLAND FOR DIP PIPE, AS REQ'D. SPRINGS STANDARDS Z PIPE WATER MAIN � 1 z 6" LATERAL 6"Q1 DIP, CL 52, WATER MAIN PER Unauthorized alteration or addition to this WATER LINE document is a violation of Section 7209 of the CITY OF SARATOGA SPRINGS M= o New York State Education Law. Jr STANDARDS.AS INDICATED ON `l 3,000 PSI MIN. 6"SADDLE WITH THE PLANS. CAST-IN-PLACE STAINLESS STEEL SANITARY SEWER OR ©the LA Group 2020 a CONCRET THRUST STRAPS/CLAMPS STORM SEWER E EXISTING BLOCK ® ® 45°-60° (UNLESS EXISTING SANITARY * SEE NOTE Prepared for: ® ® a a UNEXCAVATED/ OTHERWISE SANITARY SEWER SEWER PIPE UNDISTURBED DIRECTED PIPE, CONTRACTOR GM 30 Caroline 717 ® ® �! EARTH a TO CONFIRM SIZE - it °� i� (REFERENCE-"TEN Street Corp. , l 11 -III-J 4 MINIMUM CONCRETE PLAN STATE STANDARDS") CRUSHED STONE PIPE BEDDING,AS 12"X 12" SOLID PRECAST MECHANICAL JOINT TAPPING VALVE& M.J. ENCASEMENT(MIN. CONIC. UNDISTURBED . _ WHEN INSTALLED PARALLEL,ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- SPECIFIED CONCRETE BLOCKS (6" MIN. THICK) RETAINER GLANDS PER CITY OF SARATOGA STRENGTH OF 2,500 PSI) 111=III-III-I I- i SOIL TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER,WITH BOTTOM OF WATER MAIN 356 Arlington Avenue SPRINGS STANDARDS, MUELLER SERIES _I 11=I I 1=1 I 1=I I 1-III=11 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, Brooklyn, NY 11208 2361, RH OPEN 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 ELEVATION EQUAL TO WATER PIPE,AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. CONNECTION TO EXISTING WATER MAIN CONNECTION TO EXITING SEWER MAIN UTILITY CROSSING DETAIL 1 SCALE: NTS 3 SCALE: NTS 6 SCALE: NTS FLEXIBLE SADDLE WITH #30 ROOFING FELT STAINLESS STEEL FLEXIBLE NEOPRENE BOOT \�j\�j// j-/ WATER MAIN STRAPS/CLAMPS, NDS BEND OR SEWER GRAD THRUST BLOCK ( FLEXIBLE SADDLE OR INSIDE FACE F SEAL ASSEMBLY IN CORED HOLE /// FORCE MAIN) MANHOLE \ APPROVED EQUAL MORTAR AFTER INSTALLATION STAINLESS STEEL \�x\ CONCRETE - - - - - - - HOLDING BOOT BAND CLAMP \ \ \ � - - - - -E - - /�\\ \�/ Y\// BLOCK EXISTING STORM a. - /� SCHEDULE) MAIN PROPOSED STORM SEWER ALUMINUM ALLOY 4,000 p.s.i. BAN D 2" PROJECTION INTO M.H. AT PIPE UNDISTURBED SPRI N GLI N E SECTION A-A SOIL STORM SERVICE CONNECTION - PLAN - FORM NEW CEMENT PLAN (TYP) INVERTFROM NEW PIPE I I FINISHED GRADE TO EXISTING M.H. INVERT INVERT. _1C co FLEXIBLE SADDLE WITH TOP OF BASE SLAB STAINLESS STEEL PROPOSED STORM SEWER Iz STRAPS/CLAMPS, NDS PRECAST 3' 0"MAX. FLEXIBLE SADDLE OR _ - _ - - _ - _ _ _ - - - - - CONCRETE APPROVED EQUAL o o BASE CO PIPE BEDDING \ o + 0 22 1/2° SECTION / 7/i�/ >//�/��/��/77/\/\/\ �/��// CONNECTION TO EXISTING STRUCTURE NOTE: M.J. RETAINER GLANDS PER SARATOGA SPRINGS STANDARDS SHALL BE INSTALLED IN ADDITION TO THRUST I SCALE: NTS BLOCKS AT ALL LOCATIONS THRUST BLOCKS ARE REQUIRED. CONNECTION TO EXISTING STORM PIPE NOTES: /� 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: `T SCALE: NTS SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN V±= LID W+ I.D. - I.D. THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY WHERE: YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT V-VOLUME IN CUBIC YARDS REQUIRED. SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. L LENGTH OF BLOCK IN FEET TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO 2. CONCRETE NOT TO OVERLAP ANY JOINT. D = DEPTH OF BLOCK IN FEET PLACEMENT OF NEW PAVEMENT. 8�. CEMENT MORTAR ALL FRAME AND GRATE W=WIDTH OF BLOCK IN FEET AROUND FRAME I.D. = INSIDE DIAMETER OF PIPE IN FEET LAWN RESTORATION PVMT. RESTORATION MIN. Project Title: TOPSOIL&SEED 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH KEY EXIST. PVMT. Q PITCH-� �--- PITCH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE NEW PVMT., SEE DETAIL PRECAST CONCRETE GRADE AS REQ'D, SOIL BEARING CAPACITY OF 2000 p.s.i. (MEDIUM CLAY)WITH A AS SPECIFIED JT. CEMENT RINGS, MORTAR SHALL BE PLACED 30 2 Caroline Street 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS SAFETY FACTOR OF 1.7. PRESSURE OF FLUID FLOW IS BASED < _ BETWEEN SECTIONS AND ON ENTIRE EXTERIOR LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. ON A 300' HEAD. (oO0�z0 uo SUBBASE MAT'L.; REFER IIL O�Oo0 1 .1000 o o v 0 0 TO NEW PVMT. DETAIL _� FLAT, REINFORCED PRECAST 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST 1= Oo 1 Oo � �o CONCRETE COVER SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID 1_1 1 Oho 30" REINFORCED PRECAST CONCRETE BARREL FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE =1 I=� �o 1= MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT I-I I, o 11-1 I=III- BURIED IDENTIFICATION _ SECTIONS AS REQ'D, MANUFACTURED IN 30 z Caroline Street STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE o -1 09 0 1=1 I I WARNING TAPE ACCORDANCE WITH ASTIM C478-85A Saratoga Springs, NY 12886 ENGINEER. 0°00 ;I 4'-0"DIA(MIN.) 8" - SHIFLAP JOINT MADE WATERTIGHT WITH BUTYL = FINAL TRENCH BACKFILL ROPE BETWEEN STRUCTURE SECTIONS APPLY REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS ¢ J -III - (SEE NOTE) BITUMASTIC JOINT COMPOUND ALL AROUND AFTER 22-1/2° 1/16 11-1/4° 1/32 co w I1 I II w ASSEMBLY TEE 90° (1/4) BEND 45° (1/8) BEND BEND ( ) BEND ( ) Q � III- 000 00Q �0 1- Q PIPE AREA AREA AREA AREA AREA > w -III o Do0 0�0 Oo 0 0� > 1 1 SELECT GRANULAR BACKFILL IN ACCORDANCE DIMENSIONS DIMENSIONS DIMENSIONS DIMENSIONS DIMENSIONS > o ° o - WITH THE SPECIFICATIONS SIZE SQ. SQ. SQ. SQ. SQ. So INCHES FT. D x L FT, D x L FT. D x L FT, D x L FT. D x L 0 0 0 °n�° 0" Mil PIPE SIZE& NIVERTS O- p0°Wo 0 g 00 - FLOW AS INDICATED ON PLANS PIPE&SLOPE 4 1.4 1.0 x 1.5 2.0 1.0 x 2.0 1.1 1.0 x 1.5 .6 .5 x 1.5 0.3 0.5 x 1.0 o 0° - =1 0° ° ° o g° °0 1-� AS PER PLAN 00 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 = 0 0 0 �0 Q�Q� o o - PIPE ZONE BACKFILL TYP. O.D./2 -1 II 0 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 6" MIN. = oQ0 OQ 1 1= �� U BOOT TYPE FLEXIBLE MEMBRANE SLEEVE _ PIPE ZONE BEDDING MAT'L 10 8.8 2.5x3.5 12.5 3.0x4.5 6.8 2.0x3.0 3.4 1.5X2.5 1.7 1.0x2.0 :i - - -1 I=IIM a - _I l 11-111=1 I = 11-11 1 I 1=1 I co -� a REINFORCED PRECAST CONCRETE INTEGRAL WALL PIPE O.D. +24" AND BASE SECTION Project No.: 2021127 THRUST BLOCK MIN. N o 0 0 0 o o Design: DRC 2 � � � � � � � � � � � 12"CRUSHED STONE BASE Drawn: ERS Ch'k'd: DRC SCALE: NTS COMPACTED SUBGRADE Date: 2/28/2025 Scale: 1"=10' ITEM DEPTH MATERIAL NYSDOT SIZE METHOD OF PLACEMENT III III_ CATCH BASIN STEPS IN ALL DRAINAGE STRUCTURES DEEPER THAN 4'; STEPS TO BE Rev: Description: Date: COPOLYMER POLYPROPYLENE PLASTIC PIPE ZONE BEDDING 6" MIN. + CRUSHED 1 &2 MECHANICAL ENCAPSULATED#4 ASTM A615 GRADE 60 STEEL PIPE O.D./2 AGGREGATE COMPACTION PIPE ZONE BACKFILL 12' MIN. CRUSHED 1 &2 MECHANICAL 3 COVER AGGREGATE COMPACTION a FINAL TRENCH BACKFILL VARIES SELECT 203.07 MECHANICAL GRANULAR FILL COMPACTION o R CATCH BASIN o V SCALE: NTS NOTES: Drawing Title 1. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL,AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS.N ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. Plaririlrig Board XXXXXX Site Details 2. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. TYPICAL TRENCH Approval M SCALE: NTS Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. N D a vDrawing No. o Or 0 M N F N N Chairperson Q N O boa Y r>(7 T N 07 a O � Date Signed: L-4.2 om� 1:0 i