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HomeMy WebLinkAbout17.080 Henry St. Condos Plans As-Approvedt Vicinity Map: t Location M Henry Street Condominiums Site Plan Application December 11, 2017 120 Henry St., City of Saratoga. Springs, Saratoga County, New York August 16, 2019 Revised: August 29, 2019 �I Perspective of Building Architecture Sheet1ndex: Cover Sheet Survey Map L-1 Site Demolition and Preparation Plan L-2 Site Layout and Materials Plan L-3 Site Grading Plan L-4 Site Utility Plan L-5 Site Details L-6 Site Details L-7 Storm Details & Utility Profiles L-8 Utility Details A14.A Green Roof Planting Plan Site Statistics: PROPOSED USE: PARCEL SIZE: TAX PARCEL ID: ZONING: LOT WIDTH: MAX. BLOCK PERIMETER: MAX. BLDG. HEIGHT: MINIMUM BUILD —OUT ALONG FRONTAGE MINIMUM YARD SETBACKS: BUILD —TO DISTANCE FROM FRONT LOT LINE SIDE SETBACK REAR SETBACK PARKING REQUIREMENTS: RESIDENTIAL 1.5 PER UNIT (24 UNITS X 1.5=36) MULTI FAMILY RESIDENTIAL 0.78 AC 165.52-3-31 T-5 TRANSECT DISTRICT (NEIGHBORHOOD CENTER) REQUIRED 18 FT TO 144 FT 1,400 FT 50 FT (2—STORY MIN.) 70% 0 FT TO 12 FT 0 FT 0 FT 36 SPACES PROVIDED 137 FT 50 FT (4—STORY) 93% 0 FT 5 FT 5 FT 45 SPACES City of Saratoga Springs Standard Notes: 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF —SITE BY THE CONTRACTOR TO A LOCATION APPROVED BY THE CITY ENGINEER. 4. THE CONTRACTOR MUST SET UP A PRE —CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY THE DESIGN PROFESSIONAL OR A DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER THE COST OF THE PROPOSED SITEWORK MUST BE ESTABLISHED WITH THE CITY PRIOR TO ANY CONSTRUCTION. 5. THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE PROJECT. 6. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET OR RIGHT—OF—WAY OF ANY CITY STREET, ROAD OR ALLEY. 7. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD. 8. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; AND AN AS —BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. Prepared -...By: The LA GROUP C.1 Landscape Architecture & Engineering P.C. Peop%. Purpose. Pace. www.thelagroup.com Planning Board # 17.080 rova CITY OF SAMTOGA SPNNGs MARK TORPEY Chair ROSIER, P. RRISTOL, L9�e Chair PLANNING BOARD CLIFFORD VAN'WAGNIR HOwIARJ PINSLEY City Hall - 474 Broadway JA 4ET: ASEY' .`: Saratoga Springs, New York 12856 JA..IN TOTiNO TOG C raaazzr Tei:518-587-3550 fax:5t8-580-9480 AMYDURLAND Yvw'w.SaratOga-spring5.arg RUT H HORTON. Altermte A&GAIL WOLFSON, Al vmae NOTICE t3F I)EC.ISIt}N ...� In the matter of the special use permit application #'I`'.086 of: Robert I uchcr 120 Henry Street Condominiums Saratoga Springs, NY 12866 Involving the promises a 120 Henry Street w ith 'rt€.:x Parcel 110165:52-3 1, in the fah of Saratoga Springs, on an application Por a permanent anent special use permit far so multi family reside€)aes within the I ransect-5 Neighborhood Center ( l -5) District with the Planning, l3oard iAho met on August 10, 2017 and made the foilowing decision(s) with a 5-4) vote (In favor: Torpey, T'otino, Van Wagncr, Bristol, Iabozzi. Wolfson): ■ In arcordance with SLQRA regulations ENYC It.R Part 617 artd afftrr review- and evaluation of the SEARA full Environmental Assessment Fonn Parts I and II. made a mention to approve the. issuance of a. SEAR A Negative Declaration ofenvirornnental significance, ■ Following evaluatior of the identified six standards for the issuance of special use permit as sat forth in 7.1.3 of the City of Saratoga Springs Zoning Ordinance, moved to approve the permanent special use penis with the f glowing conditions; 1. Dimmable exterior lighting fixtures are required, with ability to adjust lighting levels in firturr;. 2. Public civic apace physical and stewardship details shall be finalized in site platy review=, Unless otherwise extended by the planning Board, this approval shall expire if the applicant fails to comply with any required co ditions and stars actual construction, or otherwise itnplerne-nt this approval within IS monilbs frorn this date, Bate Chair V_ — cc: Steve Slain, Bldg wMes Citt Engineer; Acenunvr Dept. Mike. €ngerwll_ Applicant, file P 518/587-8100 F 518/587-0180 www.thelagroup.com 40 Long Alley Saratoga Springs New York 12866 Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Cq 6rperson Date Signed: - "4114 ADDficant: Robert Bucher 18 Computer Drive E, Ste 103 Albany, NY 12205 518.426.8880 Owner: Frank Parillo 215 Ballard Rd Gansevoort, NY 12831 518.587.9998 A' or- N EVE Y r w 2� "10 091339 R�FEssl 812ol o:gP Z sICN LANDS N/F NRs PAR�CING THOMAS G. & SANDRA L. If McTYGUE L.1365, P,786 f TM#165.52-3-1 I W/ kqT PP LANDS N/F �"� / , ,\ \\ \\ \ �;58 (/ // / \��\\� W/LIGHT ! JB EN-ERPRISE CORP. 1 ART PLAZA EASEMENT L.1210, P.785 cork. AREA TO BENEFIT TW65.52-f-70 c` a N `'�i9'.�Q LANDS N/F 128 HENRY STREET �~ 1 \ l l / \\ \ \\ \ \ a I N N I 1 �I TERENCE & ANNE P. DIGGORY L.1041 P.320 0`\ I /ill�llll/ \ TM#165.52-3-3 INGRESS/EGRESS I I \ \ \ \ I EASEMENT TO BENEFIT 128 HENRY STREET / sr\r8 wq� / R CB y TF=273. INV=270 BENCHMARK wv NUT AT HEAD OF ARROW ON HYD bry ELEV = 275.74' r, NGVD 1929 w 5� Q� H1� h� s LANDS N/F �~ HIGH ROCK CONDOMINIUMS, LLC INSTR.#2007036598 TM#165.52-5-102 .� A7 5 0 ASF ® a wV / -275-- / SIGN NO `PARKING 3 AREA L20, 550 SF I I I I I ( \ \ \\ \ \ \\ I I I I I \ l 0.47E AC. CB Nlar? \ VACA T LANE F=27 6 129 HENYYSTRT\\ \\\ \\ \ \ \\ \\\ \\\ !I I Iy I I I / LANDS N/F espA CASEY A. TENNISWOOD NQEXISG SREET TES INSTR.#2012023734 SIDE LOT 7M#185.52-3-4 Qt �� se8 C 2 .6 stsTTB-273.0 MH 73.0 s �I�H� \ TO Bf 5� bti ST N 5�' 7 58'�W ?ss� TF�73.6 ' 19.00' PP 9pp S 32�2'02" W W/ IGH 15.00N SIGIlk :273 �����• Sry�j O/ys/O L BRIAN A. STRAUGHTER INSTR.#2008037696 CB TM#185.52-3-5 , .... ; T =2 4 / 99, ASPHALT Z ASPHALT AREA= lb//l /l 54,469E SQ. FT./ \ \ \ l CN POD l ''/ / 1.25t ACRES TM#185.52-3-3� o o / LANDS /FUSE INGEBORG E / / L.724, P.50 LOT 1 \ \ TM0165.52-3-32 SF AREO.78f, \ \ /, Al C. / % /4- LANDS N/F / 1 STORY BRIAN P. CHRISTOFFERSON LT SF / METAL BUILDING / 1 L.1713, P.16 S / 120 HENRY STREET / 1 TM#165.52-3-8 / % GRAVEL �ry /pp ON ,\ / /1191 // W/LIGHT MH PERMANENT 20' NO BUILD FULL LOT DEPTH COU 2 QT ePE ry / a,\ \ \'2\ / / AREA MH / \ \ / /N CB TF=27 .6 sr IRF / 1 GUY \ \ / / TF=278. OT OPEN PP / s \sr N �v COULD`iJ\ / LANDS N/F \�S MICHAEL R. MILLS INSTR.#2010030736 TM#185.52-3-10 co Tr **ft, / 1 STORY BRICK \ \ / BUILDING �rr LANDS N/F THE CITY OF SARATOGA SPRINGS INSTR.#2011027988 j SOUNDING IN r TM#165.52-3-30 / TREE ROOT sr \ 2, CB - TF=278.1 NOTES: 1. PREPARED FOR BOB BUCHER, BY ABD ENGINEERS, LLP, FROM A FIELD SURVEY COMPLETED ON MARCH 17, 2017. 2. THE BASIS OF BEARINGS IS THE NORTHWESTERLY BOUNDARY OF THE SURVEYED PARCEL BEING N32`22'02"E BASED ON DEED REFERENCE, AND IS MONUMENTED AS SHOWN. 3. THIS SURVEY WAS PREPARED FOR THE PURPOSE OF DETERMINING THE BOUNDARIES OF 1HE SURVEYED PARCEL AND DOCUMENTATION OF ALL EASEMENTS AND COVENANTS. 4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN UP TO DATE ABSTRACT OF 11TLE OR TITLE REPORT AND IS SUBJECT TO ANY STATEMENT OF FACT THAT SUCH ABSTRACT OF TITLE OR TITLE REPORT MAY REVEAL. NO SEARCH OF THE PUBLIC RECORD WAS MADE FOR EASEMENTS, COVENANTS, AND/OR RESTRICTIONS SPECIFICALLY AFFECTING THIS PARCEL. 5. ADJOINING BOUNDARIES ARE DEPICTED FOR INFORMATION ONLY. THEY WERE NOT SURVEYED, AND THEIR LOCATION IS APPROXIMATE. 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED AND ALSO MIGHT NOT BE SHOWN, YET THEY MIGHT EXIST. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE SHOWN, THEIR LOCATION IS APPROXIMATE AND NO CERTIFICATION IS MADE TO THE ACCURACY OF THAT LOCATION. CALL DIGSAFELY NEW YORK BY DIALING 811 BEFORE ANY EXCAVATING, DIGGING, BLASTING, DRILLING, OR DRIVING. 7. UNAUTHORIZED ALTERA11ON OR ADDITION TO THIS SURVEY MAP IS A VIOLATION OF SECTION 7209, SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. 8. ONLY SURVEY MAPS OR PLATS BEARING THE LAND SURVEYOR'S EMBOSSED SEAL AND ORIGINAL SIGNATURE ARE GENUINE, VALID, AND TRUE COPIES OF THE SURVEYOR'S WORK AND OPINIONS. ONLY TRUE COPIES SHOULD BE RELIED UPON SINCE OTHER THAN EMBOSSED -SEALED AND SIGNED COPIES MIGHT CONTAIN UNAUTHORIZED AND UNDETECTA3LE MODIFICATIONS, DELETIONS, AND/OR ADDITIONS. COPIES WITHOUT THE SURVEYOR'S EMBOSSED SEAL AND ORIGINAL SIGNATURE ARE CONSIDERED UNAUTHORIZED COPIES. 9. ANY ELEVATIONS SHOWN HEREON ARE BASED ON NGVD 1929 FROM MAP REFERENCE 2. 10. CORNER MARKERS HAVE NOT BEEN SET UNLESS OTHERWISE INDICATED HEREON. DEED REFERENCE: DEED TO FRANK J. PARILLO FROM SARATOGA PRIME DEVELOPMENT, INC., DATED MARCH 31, 1997, AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE ON APRIL 8, 1997 IN LIBER 1459 AT PAGE 481. MAP REFERENCE: 1. "BOUNDARY RETRACEMENT SURVEY, LANDS N/F FRANK J. PARILLO, L. 1459, P. 581, 120 HENRY STREET", DATED MARCH 20, 2017, PREPARED BY ABD ENGINEERS, LLP. 2. "AS -BUILT SURVEY OF 38 HIGH ROCK CONDOMINIUMS", DATED MAY 10, 2010, REVISED TO JULY 28, 2010, PREPARED BY THOMPSON-FLEMING LAND SURVEYORS, PC, SUPPLIED BY THE LA GROUP. GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 FEATURES WITHIN 400' NOT TO SCALE FROM GOOGLE EARTH ZONING DATA: ZONE: T-5 TRANSECT DISTRICT (NEIGHBORHOOD CENTER) LOT WIDTH: 18' TO 144' MAX, BLOCK PERIMETER: 1400' MAX. BLDG HEIGHT: 50' (2 STORY MINIMUM) MINIMUM BUILD OUT ALONG FRONTAGE: 70% BUILD -TO DISTANCE FROM FRONT LOT LINE: 0' TO 12' SIDE SETBACK: 0' REAR SETBACK: 0' 444 Q'• 16 165.52-3-28 TAX MAP # DEED BOOK 165.52-1-70 1210 165.52-2-7 517 165.52-2-8.1 2014 165.52-2-8.2 2011 165.52-2-9 517 165.52-3-1 1365 165.52-3-10 2010 165.52-3-11 1307 165.52-3-13 1042 165.52-3-2 1142 165.52-3-22 2009 165.52-3-23 1542 165.52-3-24 2007 165.52-3-25 2014 165,52-3-26 1728 165.52-3-27 NDF 165.52-3-28 1256 165.52-3-29 1741 165.52-3-3 1041 165.52-3-30 729 165.52-3-31 1459 165.52-3-32 1311 165.52-3-4 2012 165.52-3-5 2008 165.52-3-8 1713 165.52-3-9 1713 165.52-4-46.1 1619 165.52-5-101 2007 ADJOINING OWNER DATA NOT TO SCALE fiG'IM'PAiiEMN 165.52-3- 26 DEED PAGE 785 450 34968 8451 450 786 30736 409 805 193 43556 23 46739 21490 134 NDF 477 685 320 543 481 724 23734 37696 16 16 337 11301 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO \ THIS SURVEY MAP IS A VIOLATION OF SECTION 7209 N f OF THE NEW YORK STATE EDUCATION LAW, COPIES OF N C,4 Q THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S 0 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE VAUD COPIES. CERTIFICATIONS INDICATED OR APPLIED HEREON 0 Z Z SHALL ONLY RUN TO THE PARTY FOR WHOM THE NC m ­3 --.) i- SURVEY WAS PREPARED, @ ON HIS BEHALF TO THE 0 V` 0` G_ CO ADDITIONAL PAR11ES LISTED HEREON, CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL PARTIES OR SUBSEQUENT OWNERS NOT LISTED HEREON. OWNER: w FRANK J. PARILLO c. 120 HENRY STREET V, �1wo SARATOGA SPRINGS, NY 12866 waf o ' LO APPLICANT: 0 z 0 z 0 w ROBERT BUCHER JR. a 0 z o 0 18 COMPUTER DRIVE EAST, STE 103 0 � 1- w > �► � ALBANY, NY 12205 0 3 aIII rM cV M20�19006 FILED � ,= Z R N.Y.S. LICENSE NO.JR.503945 01 /09/2019 03:17:27 P M Saratoga County Clerk Page 1 of 1 SITE LOCATION MAP 165,52-2-9 - 165.52-3-2 165.52-3-3 - 165.52-3-4 _ 165.52-3-5 65.52-3-32 165.52-3-9 165.52-3-11 165.52-3-13 165.52-3-23 - 165.52-3-24 165.52-3-25 OWNER NAMES J B REALTY ENTERPRISE CORP. WALLACE W. ALLERDICE KENNETH & DEBRA LYNN SCHOOLEY NICHOLAS J. & MADELINE PALMETTO WALLACE W. ALLERDICE THOMAS & SANDRA MCTYGUE MICHAEL R. MILLS JOHN F. BAKER D G DERBY MICHAEL & SUSAN MURRAY 519 BROADWAY, LLC ROBERT BURFORD NICHOLAS D. PAVOLDI LUCIEN & DENISE J. GALARNEAU STATE OF NEW YORK STATE OF NEW YORK ARMORY WALTONS REALTY CORP OF SARATOGA 110 HENRY ST, LLC T. DIGGORY STATE OF NEW YORK FRANK J. PARILLO INGEBORG E. LUSE & TINA ZAENGLE CASEY A. TENNISWOOD & LOUIS ST. AMANT BRIAN A. & HEATHER S. STRAUGHTER BRYAN P. & PEGGY LYNN CHRISTOFFERSON BRYAN P. & PEGGY LYNN CHRISTOFFERSON TURF PARILLO LLC HIGH ROCK CONDOMINIUMS, LLC Planning Board Number of 17.033 Approval / Approved under outhori of r utf`5n adopted onJ� g1 by the Planning t r f ,prato Springs. Chairperson ' Date Ir SUBDIVISION PLAT 120 HENRY STREET TM#165.52-3-31 CITY OF SARATOGA SPRINGS I COUNTY OF SARATOGA STATE OF NEW YORK DENGINEERS, LLP 411 Union Street Schenectady, NY 12305 do 518-377-0315 Fax 518-377-0379� L�J www.abdeng.com DATE: SCALE: DWG. SHEET OF MARCH 20, 2017 1" = 30' 4837A-SUB1 1 1 ;�w APPROXIMATE LOCATION OF-J EXISTING WATER LINE, CONTRACTOR TO FIELD VERIFY SIZE, LOCATION, AND DEPTH PRIOR TO INSTALI ATIAN, PIP UTILITIES SAWCUT PAVEMENT, TYP. LEGEND — — — -- PROPERTY LINE ` \ 0H EXISTING OVERHEAD UTILITY S EXISTING SANITARY LINE ST EXISTING STORM LINE W EXISTING UNDERGROUND WATER XXXXXXx<\� REMOVE ITEM dd0 „Z t `�p 1S 1S 8'ZLZ=AN1 l'ZLZ=AN1 ` ����� x��g REMOVE ASPHALT PAVEMENT and Alley - SF SILT FENCE Z l5 M ,,ZO,ZZZZ S _ INLET PROTECTION INLET PROTECTION, TYP. CUT STORMLINE, CAP END OF PIPE, MUD ABANDONED INVERT AT MANHOLE REMOVE AND RESET SIGNS, CONTRACTOR TO COORDINATE WITH CITY DPW FOR NEW LOCATIONS. SITE DEMOLITION AND PREPARATION PLAN 36 MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND 12' MAX. 4_ TO q. 36" MIN. FENCE POST SILT FENCE :::::::: •: :::::::.:::............. FILTER FABRIC ............................................................. w......................................................................... w O m Q - Q w - co 0O J W r J J in I - U CDQ m N <N ILL FLOW FLOW SILT FENCE FILTER FABRIC; FASTENED PERSPECTIVE VIEW SECURELY TO FENCE POSTS W/ STAPLES CONSTRUCTION SPECIFICATIONS: 1. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 2. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIALS LIST FOR SILT FENCE, UNSUPPORTED 1,2M POST SPACING SILT FENCE FLOW EMBED FILTER CLOTH I MIN, 6" INTO GROUND SECTION Scale: NTS S S INLET PROTECTION, TYP. a S S S 2 0 S 1S 1S 1S 1S is — A M 2131VM „8 M M i r- I �D�JL a l IL-1— S V 1S Scale: 1 "=20' SITE PREPARATION NOTES: 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL. UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. 4, THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. PROTECTION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS, 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. 4. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. REMOVALS NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL. COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF -SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS, TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. EROSION AND SEDIMENT CONTROL NOTES 1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP), AND GENERAL CONSTRUCTION SEQUENCING PLAN. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL REVIEW THE PROJECT SWPPP FOR SPECIFIC REQUIREMENTS REGARDING EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT. A COPY OF THE SWPPP MUST BE MAINTAINED ON THE PROJECT SITE IN AN ACCESSIBLE LOCATION AT ALL TIMES DURING CONSTRUCTION. 2. PRIOR TO ANY SITE WORK, ALL CONTRACTORS AND SUBCONTRACTORS RESPONSIBLE FOR CONSTRUCTION, REPAIR AND MAINTENANCE OF ANY EROSION AND SEDIMENT CONTROL OR STORMWATER DEVICES MUST SIGN/CERTIFY THE SWPPP AND IDENTIFYA'TRAINED CONTRACTOR'. 3. PRIOR TO BEGINNING EARTHWORK ACTIVITY, THE CONTRACTOR SHALL SUBMIT A MOBILIZATION PLAN SHOWING PROPOSED STOCKPILE AND STAGING AREAS, HALIUACCESS ROADS, FIELD OFFICES AND EQUIPMENT STORAGE AREAS, AND A SCHEDULE DETAILING THE STAGING OF CONSTRUCTION TO THE QUALIFIED INSPECTOR (SWPPP INSPECTOR) AND OWNER'S REPRESENTATIVE FOR APPROVAL. 4, ANY DEVIATIONS FROM OR CONSTRUCTION CONFLICTS WITH THE PROJECT SWPPP SHALL BE IMMEDIATELY REPORTED TO THE OWNER'S REPRESENTATIVE. IF THE CONTRACTOR PROPOSES A REVISED STAGING, SEQUENCING AND/OR MOBILIZATION PLAN, A MODIFIED PLAN MUST BE SUBMITTED TO THE QUALIFIED INSPECTOR FOR APPROVAL. 5. ANY CHANGES TO THE SWPPP PROPOSED BY THE CONTRACTOR MUST BE APPROVED BY THE QUALIFIED INSPECTOR AND INCORPORATED INTO THE SWPPP PRIOR TO IMPLEMENTATION. 6, SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH 'THE NYSDEC STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL', MOST RECENT VERSION, AND THE CITY OF SARATOGA SPRINGS REQUIREMENTS. 7. PRIOR TO ANY SITE WORK, STONE CONSTRUCTION ENTRANCES MUST BE INSTALLED IN ACCORDANCE WITH THE SWPPP. PAVED AREAS WITHIN AND OUTSIDE THE LIMIT OF WORK SHALL BE KEPT CLEAN AT ALL TIMES AND AT THE END OF EACH WORK DAY, 8. EROSION CONTROL DEVICES SHALL BE REGULARLY INSPECTED AND MAINTAINED TO ENSURE SATISFACTORY PERFORMANCE AND COMPLIANCE WITH THE SWPPP, 9. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES. 10. THE CONTRACTOR SHALL INITIATE TEMPORARY AND PERMANENT STABILIZATION MEASURES AS SOON AS PRACTICABLE IN ACCORDANCE WITH THE SWPPP. 11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK THE SWPPP FOR WEEKLY INSPECTION REPORTS, AND IMMEDIATELY MAKE CORRECTIONS NOTED. 12. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED IN PLACE UNTIL CONSTRUCTION IS COMPLETED AND/OR THE AREA IS STABILIZED AND APPROVED BY THE QUALIFIED INSPECTOR. 13. REFER TO THE PROJECT STORMWATER POLLUTION PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS AND INFORMATION. Planning Board # 17.080 Approved under authority of a resolution adopted FEB 15 201A by the Planning Board of the City of Saratoga Springs. Chairperson Date.Sianed: S \ i.,,►A IEP 112019 0 5 10 20 40 SCALE: 1'"=20' LC)m The LA GROUP Landscape Architecture & Engineering P.C. PeopCe. Purpose. PCace. 40 Long Alley P 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for - Robert Bucher 18 Computer Drive East Suite 103 Albany, NY 12205 Project Title. - Henry Street Condominiums 128 Henry Street Saratoga Springs, NY 12866 Project No.: 2017017 Design: MCB Drawn: MCB Ch'k'd: CMI Date: 12/11/2017 Scale: 1"=20' Rev: Description: Date: 1 Per City Comments 06/18/19 2 Per City Comments 08/16/19 3 Per City Comments 8/28/19 Drawing Title Site Demolition and Preparation Plan Drawing No. L-1 9 29 Bank Alley INFILTRATION TRENCH TRANSITION CURB TACTILE WARNING STRIP, TYP. SITE LAYOUT PLAN w W w W ARCHITECTURAL GARAGE PARKING PLAN Scale: 1 "=20' PROPOSED LOCATION OF RELOCATED UTILITY POLE AND LIGHT WALL MOUNTED HANDICAP SIGN TO MEET ANSI STDS. (12 x 18" MIN. SIZE. 4'-0" MIN. MOUNTING HEIGHT AT WALL MOUNTED "NO PARKING" SIGN BOTTOM OF SIGN). SIGN TO MEET ANSI STDS. (12 x 18" MIN. SHALL NOT BE OBSCURED SIZE. 4'-0" MIN. MOUNTING HEIGHT BY A VEHICLE IN THIS SPACE. AT BOTTOM OF SIGN). SIGN SHALL NOT BE OBSCURED BY A VEHICLE IN THIS SPACE. NOTE: MAXIMUM SLOPE WITHIN HANDICAPPED PARKING L55��� AND/OR STRIPED AREA SHALL NOT EXCEED 1:50(2° ) NO -PARKING STRIP PAINTED WITH 4" DIAGONAL LINES ILI 8'-O" T7P. '-O" TYP. MIN. MIN. 10-0 MIN. MIN. ACCESSIBLE PARKING 4" WIDE PARKING LINES PAINTED WHITE ANSI STANDARD HANDICAP SYMBOL NOTE: PROVIDE I HANDICAP SPACE IN EVERY 25 PARKING SPACES UP UP TO 100. 1 HANDICAP SPACE IN EVERY 50 SPACES OVER 100. (AS PER N.Y.S. BLDG. CODE) Scale: N.T.S. Planning Board # 17.080 Approval ,Z 1571 � t Appr ved unde uthority of a resolution ad ted P n g and of the. City of Saratoga Springs. p on Date iq ed: LEGEND (LAYOUT) PROPERTY LINE RELOCATED UTILITY POLE LIGHT -DUTY ASPHALT PAVING -4 LIGHT POLE U PLANT LIST STREET TREE 4 L6 SHRUB PLANTING 5 L6 SYM. I QTY. I BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES CC 1 6 Crataegus crusgalli'Inermis' Thornless Hawthorn 1.5"-2" B&B SHRUBS F-1G 14 Ilex glabra Inkberry 24"-36" LAYOUT NOTES: 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 7. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 8. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 9. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. PLANTING NOTES: 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP -TO -TIP. 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR TULL', OR'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED, 4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. 5. TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. 6. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 7. IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON -AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 8. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 9. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 10. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 11. INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 12, CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR. 13. PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE. 14. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 15. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCE INCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND RE -SEEDING AS NECESSARY. 16. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. 17. UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN WRITING THAT THE LANDSCAPE ARCHITECT FORMALLY INSPECT THE PLANTING WORK. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION. 18. FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE CONTRACTOR, THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THE MAINTENANCE PERIOD SPECIFIED IN THIS SECTION. 19. ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: 19.1. PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S) WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. 19.2. LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5" 20. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR. 21, GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. 22. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST. 23, GRASS SEED: FRESH, CLEAN, DRY, NEW -CROP SEED COMPLYING WITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: PROPORTION GERMINATION PURITY COMMON NAME BY WEIGHT MINIMUM MINIMUM CREEPING RED FESCUE 50% 85% 95% OR CHEWINGS FESCUE KENTUCKY BLUEGRASS 25% 85% 90% PERENNIAL RYE 25% 90% 90% 24. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422) AND BASED ON THE 'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE, AND TOXIC MATTER HARMFUL TO PLANT GROWTH, TOPSOIL SPECIFICATION: GRADATION: SIEVE % PASSING BY WEIGHT CHEMICAL ANALYSIS MIN. MAX. #10 100 PH RANGE 5.2-7.0 #20 78 95 ORGANIC MATTER 4%-6% #40 67 87 MAGNESIUM 35LB. PER AC #60 48 78 PHOSPHORUS 75LB/AC #100 40 75 POTASSIUM 85LB/AC #200 28 63 SOLUBLE SALTS NOTTO EXCEED 500 PPM #270 22 55 .002 2 7 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for - Robert Bucher 18 Computer Drive East Suite 103 Albany, NY 12205 Project Title: Henry Street Condominiums 128 Henry Street Saratoga Springs, NY 12866 01F NS co T-fie 3€<lu P Project No.: 2017017 Design: MCB Drawn: MCB ChWd: CMI Date: 12/11/2017 Scale: 1"=20' Rev: Description: Date: 1 Per City Comments 06/18/19 2 Per City Comments 08/01/19 3 Per City Comment 08/16/19 4 Per City Comments 09/16/19 Drawing Title Site Layout and Materials Plan Drawing No. Y 0 5 10 20 40 I_ 2 L SCALE: 1 "=20' _.•.._.••• ••w_.._••......._-._ I l CONNECT UNDERDRAIN INTO PERIMETER DRAIN, SEE MEP PLANS TC 275.80 BC 275.30 Bank Alley 1 l_L/'/.J 1--- L J BC 275.0 SITE GRADING PLAN LEGEND - - PROPERTY LINE 275 MAJOR CONTOUR 274 MINOR CONTOUR - •.-•.- 275 - - EXISTING MAJOR CONTOUR 27,1 - EXISTING MINOR CONTOUR ST PROPOSED STORM WATER -w••••••-•-•- � - EXISTING STORM WATER W - PROPOSED WATER LINE --W EXISTING WATER LINE -- S A N ---- PROPOSED SANITARY LINE -- - ;BAN - EXISTING SANITARY LINE LIMIT OF DISTURBANCE (.85 ACRES) LIGHT -DUTY CONCRETE PAVING INFILTRATION TRENCH UUKt UKILL INVLK I FUN- rU [i3.n 12" HDPE STORM PIPE INV. IN: 268.9 CONNECT UNDERDRAIN INTO PERIMETER DRAIN, nrr \,I 17M MI A\In __ _._...... S---------------- ....... ............... B£.Z74:7{ is .•_._.......s _... _• . 44. 0 5 10 20 SCALE: 1 "=20' TC 275.5 Scale: 1 "=20' 275.15 TC 275.38 BC 275.05 TC 275.38 BC 274.9 274.85 274.3 274.2 274.1 i W TC/BC 274.1 TC 274.2 FC 273.6 BC 273.7 ENGLARGEMENT 1 � I CV TC 275.23 I BC 274.9 `TC 275.0 / BC 274.5 Scale: 1"=10' GRADING NOTES: 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 3/20/2017 PERFORMED BY ABD ENGINEERS, LLP. 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. 4, PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE -EIGHTH INCH (1/8") PER FOOT. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK, 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. 7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE. 8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB. 10. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. 11. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE -USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. 12. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. 13. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 14. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. 15. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 16. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MANHOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 18. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF, WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. 19. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. 20. IN LAWN AREAS GRADED 3:1 OR STEEPER, EROSION CONTROL NETTING IS REQUIRED. Planning Roard # 17.080 Approval Approv d under aqarf y of a resolution adopted 15 2D18 b ark the City of Saratoga Springs. 4 cg SEP 112019 Date Signed: 0 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared fora Robert Bucher 18 Computer Drive East Suite 103 Albany, NY 12205 Project Title.' Henry Street Condominiums 128 Henry Street Saratoga Springs, NY 12866 p1F NE CO 0 091' 3C Project No.: 2017017 Design: MCB Drawn: MCB Ch'k'd: CMI Date: 12/8/2017 Scale: 1"=20' Rev: Description: Date: 1 Per City Comments 06/18/19 2 Per City Comments 08/01/19 3 Per City Comments 08/16/19 Drawing Title Site Grading Plan Drawing No. L - 3 12.q f4r 6" GATE VALVE 8" GATE VALVE / 8" 45° BEND-'' 4 ST EXISTING WATER LOCATION PER CITY STAFF, CONTRACTOR TO FIELD VERIFY SIZE, LOCATION AND DEPTH LEGEND (UTILITY) w EXISTING WATER MAIN w PROPOSED WATER MAIN _ S EXISTING SANITARY SEWER MAIN 5 ddD „ZI, SAN PROPOSED SANITARY SEWER MAIN L8 i 8'ZLZ=AN1 1S 1S l7LZ=AN1 ST EXISTING STORM SEWER LINE 0 N OS SANITARY SEWER MANHOLE �$ z Cod SANITARY SEWER CLEANOUT 8 Bank Alley ❑ O EXISTING STORM SEWER CATCH BASIN/MANHOLE HYDRANT U 1 V V, J LlJ1YV, INV. IN=267.46' STUB WITH CAP INV. OUT = 267.36' SITE UTILITY PLAN —CONTRACTOR TO VERIFY EXISTING WAT RMAIN LOCATION, SIZE, AND DEPTH. OW REP6RT FINDINGS TO NERS s REPRESENTATIVE. 8'99Z=AN1 ��. 1S 1S dd0 "9 1 CONNECT T612" WATER MAIN WITH 12"X8" TAPPING SLEEVE, VALVE, AND THRUST BLOCK WATER SYSTEM NOTES 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 6-0" a 2. SUBMIT APPROVED SHOP DRAWINGS FOR ALL WATER MAINS AND APPURTENANCES TO THE DESIGN ENGINEER U PRIOR TO CONSTRUCTION. N 3. ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, PAINT SEAL ~n COATED, 350 P.S.I. PRESSURE RATING. 4. CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND A.W.W.A. STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER. BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED LABORATORY WILL TAKE PLACE PRIOR TO TURNING WATER MAIN OVER TO THE CITY TO VERIFY SANITARY QUALITY. WATER SERVICE LINES ARE EXCLUDED FROM THIS REQUIREMENT. r 5. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY WATER MAIN N AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 6. THRUST BLOCKING SHALL COMPLY WITH DETAILS ON THESE DRAWINGS AND CITY STANDARDS. 7. DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BE PROVIDED TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS -BUILT DRAWINGS. 8. THE CONTRACTOR SHALL PROVIDE TWO (2) BRONZE WEDGES AT EACH BELL JOINT OF PUSH -ON PIPE. 9. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 10. VALVE BOXES 10.a. CAST IRON TWO PIECE VALVE BOX AS MANUFACTURED BY CLOW (MODEL F2494), OR APPROVED EQUAL. 10.b. COVER SHALL BE STAY -PUT TYPE (CLOW MODEL F2490), OR APPROVED EQUAL, AND BE CLEARLY MARKED "WATER". 11. VALVES ' 11.a. ALL VALVES UNDER 12 INCHES IN DIAMETER SHALL BE MECHANICAL JOINT RESILIENT WEDGE (RIW). 11.b. R/W VALVES, 3-INCHES AND LARGER, SHALL BE IRON BODY, NON -RISING STEM CONFORMING TO A.W.W.A. C509. GLAND BOLTS SHALL BE ZINC COATED STEEL. ' 11.C. ALL VALVES SHALL HAVE A MAXIMUM WORKING PRESSURE RATING OF 200 P.S.I.G. 11.d. ALL VALVES SHALL HAVE MECHANICAL JOINT ENDS CONFORMING TO ANSI AS1.10/AS1.11. 11.e. VALVES SHALL OPEN RIGHT (CLOCKWISE) WITH A STANDARD 2-INCH SQUARE OPERATING NUT WITH ARROW CAST INTO IT INDICATING THE DIRECTION OF OPENING. N 111 EACH VALVE SHALL BE FURNISHED COMPLETE WITH NECESSARY NUTS, BOLTS, STUDS, AND GASKETS. 11.g. MUELLER A-2360 MJ RESILIENT, OR APPROVED EQUAL. 12, HYDRANTS SHALL BE SARATOGA SPRINGS STANDARD MUELLER SUPER CENTURION A-423 AS SHOWN ON THE DETAIL. 13. ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT (CLOCKWISE). 14. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE FOR INFORMATION ONLY, AND ALL N UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT DIG SAFELY NY (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 15. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE, 1S M UTILITY NOTES Scale: 1 "=20' 1. THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 2. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. 3. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. 4. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS, 5. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. SANITARY SEWER NOTES 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS AND SARATOGA COUNTY SEWER DISTRICT #1 STANDARDS. 2, ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH -ON JOINTS. 3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE DESIGN ENGINEER PRIOR TO THE PLACEMENT OF ANY ORDERS OF SAID MATERIALS. 4. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE DESIGN ENGINEER AND THE CITY OF SARATOGA SPRINGS, PRIOR TO INSTALLATIONS. 5. LEAKAGE OUTWARD OR INWARD SHALL NOT EXCEED 100 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. LEAKAGE TEST SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET AND SHALL BE IN ACCORDANCE WITH SARATOGA COUNTY SEWER DISTRICT #1 STANDARDS. 6, LOW PRESSURE AIR TESTING IS PERMITTED. TEST IS TO CONFORM TO UNIBELL PVC PIPE ASSOCIATION, UNI-B-6-98. Planning Board # 17.080 0 5 10 20 40 SCALE: 1 "=20' n The LA GROUP Landscape Architecture &Engineering P.C. Peop,fe, Purpose, Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. c0 the LA Group 2017 Prepared fora Robert Bucher 18 Computer Drive East Suite 103 Albany, NY 12205 Project Ti"tle.• Henry Street Condominiums 128 Henry Street Saratoga Springs, NY 12866 Project No.: 2017017 Design: MCB Drawn: MCB Ch'k'd: CMI Date: 11/28/2017 Scale: 1"=20' Rev: Description: Date: 1 Per City Comments 06/18/19 2 Per City Comments 08/16/19 3 Per City Comments 8/28/19 Drawing Title Site Utility Plan Approved under I yiy of resolution adopted FEB f' 5.nw by t la i a of the City of Saratoga Springs. �r i 14u Id Ddlis7tigne Drawing No. L4 812oi to BROOM FINISH BROOM FINISH PERPENDICULAR PERPENDICULAR TO WALK TO WALK —4" CONCRETE-SEE�6" CONCRETE - SEE CONCRETE SPECIFICATIONS CONCRETE SPECIFICATIONS r 6" X 6" NO s WOVEN WIRE 6" X 6" NO 6 WOVEN WIRE MESH EXCEPT A.O.B.E. MESH EXCEPT A.O.B.E. �� :. >\ \ 6" GRANULAR SUBBASE 8" GRANULAR SUBBASE COURSE NYS \ \\f\ COURSE NYS DOT SECT. 304, DOT SECT. 304, TYPE 4 COMPACTED TO /\ /\ / TYPE 4 COMPACTED TO 95% 95% STANDARD PROCTOR STANDARD PROCTOR �SUBGRADE COMPACTED TO SUBGRADE COMPACTED TO 90% ` 90% STANDARD PROCTOR STANDARD PROCTOR NOTES: NOTES: EXPANSION JOINT SPACING - 20'-25' O.C, EXPANSION JOINT SPACING - 20'-25' O.C, CONTROL JOINT SPACING - 5' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX, SLOPE 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 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER OR AS ORDERED BY CITY ENGINEER TYPE 1 TYPE 2 TYPICAL PEDESTRIAN TRAFFIC VEHICLE TRAFFIC LOADING LOADING ACROSS DRIVEWAYS GENERAL DESIGN CRITERIA FOR CONSTRUCTING GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1. SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF 1. ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY WAY AT THE PROPERTY LINE. A PROFESSIONAL ENGINEER. PLANS MUST BE 2. SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A APPROVED BY THE COUNTY COMM. OF PUBLIC DRIVEWAY. WORKS. 3. SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC 2. SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF STREETS OR ALLEYS. DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. 3. SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. CONCRETE SPECIFICATIONS OF THE PLANNING BOARD CITY OF SARATOGA SPRINGS THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY MINIMUM SPECIFICATIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS SHALL MEET OR EXCEED THESE CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE 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) PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY WITH CLIMATE AND WEATHER CONDITIONS. TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985. ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PLANNING BOARD. xA SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. CONCRETE PAVEMENT Scale: NTS NOTE: EXPANSION JOINTS SPACED ALONG CURB 10' O.C. MAX. FINISH GRADE 6" 1/4" RAD I US i I I mil PAVEMENT co \�%�\, \ N coo p O p e. ._ 8 p.. • .O O ,�O O Oo o° n v. p 'r'p,._.�O b 0o a:a z ,� o APO I. FULL CURB AT LAWN CONCRETE CURB Scale: NTS PROVIDE CLEAN SQUARE CORNER WHERE BITUMINOUS WALK ABUTS U) 0 ¢o W W ❑�_ 1- Q C 0 o :D -TOP COURSE - NYSDOT ITEM NOTES: 402.098302 - 9.5F3 H.M.A., 80 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, SERIES COMPACTION DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON TACK COAT - NYSDOT ITEM ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY 407-0102 DILUTED REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. BINDER COURSE - NYSDOT ITEM 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN 402.198902 - 19F9 H.M.A., 80 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. SERIES COMPACTION PG 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR BINDER (LIQUID ASPHALT) CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING GRADE SHALL BE PG-64-22 SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID BY THE CONTRACTOR. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMPACTED GRAVEL COMMENCING PAVING OPERATIONS. NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR PAVEMENT TOP BINDER GRAVEL ESAL SUBGRADE COMPACTED TO TYPE COURSE COURSE COURSE LEVEL 90% STANDARD PROCTOR ASPHALT PAVEMENT Scale: NTS PARKING 11/2 2 "" 8 ," <0.3 LOT MILLION STANDARD 1-1/2" ," 3 ," 12 <30 ROADWAY MILLION PROPOSED PAVING t EXISTING PAVING TO REMAIN PROPOSED TOP COURSE KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT TO REMAIN PROPOSED BINDER COURSE 1 1/2" MIN. DEEP KEY INTO EXISTING PROPOSED PAVEMENT COMPACTED BASE ::: MATERIAL EXISTING BASE MATERIAL COMPACTED SUBGRADE NOTE: THIS DETAIL IS FOR A NEW BITUMINOUS PAVEMENT ADJACENT TO EXISTING BITUMINOUS PAVEMENT TO REMAIN. ASPHALT PAVEMENT KEY Scale: NTS CURB FINISH GRADE; BITUMINOUS OR LAWN, SEE PLANS 6" 1/2" RADIUS CV LFINISH GRADE CAST -IN -PLACE CONCRETE `D 4,000 PSI CAST -IN -PLACE CURB SEE CONCRETE CONCRETE CURB SPECIFICATION CD a ' a GRAVEL COMPACTED TO 95% COMPACTED GRAVEL \� STANDARD PROCTOR BASE NYSDOT SECT. 304, TYPE 2 -SUBGRADE COMPACTED TO 90% STANDARD PROCTOR FLUSH CURB IN PAVING CONCRETE SIDEWALK & APRON TYPE 1 AT NON -VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLE TRAFFIC AREAS TAPER CURB (AS NECESSARY) EXPANSION JOINT (TYP.) FULL DEPTH OF PAVEMENT CONCRETE APRON SEE CONCRETE SPECIFICATIONS TURF 6" CONCRETE CURB ---TRANSITION CURB -_. RADIUS 5' _..._...- IDES ...........:. ..- ... BOTH S 1-1/2" REVEAL STREET /N. WARPED PAVEMENT AREA (TYP. BOTH SIDES) DROP CURB 4" CONCRETE EXPOSED PEA GRAVEL AGGREGATE. LOCAL WASHED RIVER STONE, PROVIDE O G. Q — SAMPLE a Oo 0 6" X 6" # 6/6 W.W.M., 2" CLR O O tP oeb 8" DEPTH GRANULAR SUBBASE COURSE NYSDOT SEC. 304 TYPE 2 COMPACTED TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 90% STD. PROCTOR NOTES: 1. EXPANSION JOINT SPACING - SEE PLAN 2. CONTROL JOINT SPACING - 5' O.C. NOMINAL 3. CROSS SLOPE - 1/8" TO 1/4" PER FOOT ( MAX SLOPE 2% TYP.) 4. MAX SLOPE ALONG LENGTH OF WALK SHOULD NOT EXCEED 1:12 EXPOSED AGGREGATE CONCRETE PAVEMENT co o M - 9'-4" I 4'-4" 5'-0" r NOTE: ALL PAINT TO BE AS SPECIFIED DIRECTIONAL ARROW Scale: NITS z FL JOINT SEALANT PER SPEC, 2" /� TOOLED JOINT WITH 1/4" RADIUS EDGED / AS SHOWN, TYP. ""IF-7- 1/2" JOINT EXPANSION JOINT 2" 2" ?C PREMOLDED EXPANSION JOINT, MATERIAL PER SPEC. a EXPANSION JOINTS TO OCCUR 20'-25' O.C. UNLESS OTHERWISE NOTED ON PLANS, & AT ALL CURBS, WALLS, PIERS & WHERE SHOWN ON PLANS OR OTHER DETAILS. TO OCCUR ON CONCRETE WALKS A MAX. OF EVERY 200 SQUARE FEET, 1, 24" I, T-0" I, 24" I, I! �I.KVJAVVHLI� IUIVICtI UttIVCCUUCHI r'LUJt'I I.UKCS. 10 CROSSWALK Scale: NTS TOOLED JOINT WITH 1/4" RADIUS EDGED AS SHOWN, TYP. TOOLED JOINT S O.C. OR AS SHOWN ON PLANS & OTHER DETAILS OR TO MATCH EXISTING SCORE 1/2" JOINT JOINTS. TOOLING SHALL ALSO OCCUR AROUND ENTIRE PERIMETER OF CONC. PAVEMENT. CONTROL JOINT CONCRETE JOINTING Scale: NTS ��PWIDTH ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED DETECTABLE WARNINGS AT MEDIAN ISLANDS FULL RAMP OR F11 i1zu ei iacanF mnTH NON -ELEVATED CROSSING SIDEWALK w r O Z w 1 FULL RAMP wiDTF DETECTABLE WARNINGS AT FLUSH SURFACES (BLENDED TRANSITIONS) DETECTABLE WARNING AT ISLANDS DETECTABLE WARNING AT CURB RAMP ADJACENT TO CURB RAMP DETECTABLE TEXTURE WARNING DETAILS GENERAL NOTES it NEW CONSTRUCTION: EMBEDDED PREFORMED TEXTURE WARNING DEVICES SHALL BE EMBEDDED IN THE CONCRETE PER NYSDOT ITEM 608.02. PREFORMED/PRECAST UNITS SHALL BE DETECTO-TILE AS MANUFACTURED BY MEXCON INC. OF WORCESTER, NY OR SIMILAR PRODUCT APPROVED BY NYSDOT. L WHERE TEXTURE WARNING DEVICES MUST BE RETROFIT, PREFORMED DEVICES SHALL BE INSTALLED PER NYSDOT ITEM 608.01. �. THE DETAILS PROVIDED ARE NOT DRAWN TO SCALE, THE QUANTITY OF DOMES DEPICTED ON THE DETECTABLE WARNING FIELD (THE DOMES AND THE ENTIRE 610 mm LEVEL SURFACE) IS FOR ILLUSTRATION ONLY. 4, THE SIZE OF THE DETECTABLE WARNING FIELD SHALL BE 610 mm IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE, EXCLUSIVE OF SIDE FLARES. rf, LOCATION OF DETECTABLE WARNINGS. DETECTABLE WARNINGS SHALL BE LOCATED SO THAT THE EDGE OF THE WARNING FIELD NEAREST TO THE ROADWAY OR STREET SURFACE IS 150 mm TO 225 mm (305 WHERE TRAVERSABLE CURB IS USED) FROM THE EDGE OF THE ROADWAY/STREET, OR FROM THE FRONT OF THE DROPPED CURB, WHERE A DROPPED CURB CONTINUES ACROSS THE BOTTOM OF THE SIDEWALK CURB RAMP, DOME ALIGNMENT. DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL. 7. COLOR REQUIREMENTS. THE DETECTABLE WARNING FIELD SHALL VISUALLY CONTRAST WITH THE ADJOINING CURB RAMP, OR OTHER ADJACENT WALKWAY SURFACES WHERE THERE IS NO CURB RAMP, EITHER LIGHT -ON DARK, OR DARK -ON -LIGHT AS DEFINED IN THE AMERICANS WITH DISABILITIES ACCESSIBILITY GUIDELINES (A.D.A.A.G. SECT. 1100). L OMIT DETECTABLE WARNINGS WHERE THERE WILL BE LESS THAN 610 MM OF SPACE PrTWPPKJ THE DETECTABLE WARNING FIELDS. 50%-65%OF BASE DIAMETER DETECTABLE WARNING STRIP (CITY OF SARATOGA Scale: NTS Lu LU (V r FLUSH CURB (WHERE APPLICABLE, SEE PLANS) VARIES, SEE PLANS ADJACENT TO LAWN: T-0" MIN. TYP. ADJACENT TO SIDEWALK: 5' TYP. TRANSITION CURB FULL CURB ELEVATION CONCRETE TRANSITION Planning Board # 17.080 z� 23 - 36 DOME SECTION 47 - 61 DOME (TYP) _ „,,,, , I,j tl^(MIN ) O O 6 O O O O O O O O O O O O O O g 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O 0 0 0 0 0 O O 16 MIN. App ed nd r ority o a resolution adopted FEB 15 2018 PI rd Jeo City of Saratoga Springs. • , n 3Cr ! 1019 Date Signed: L Project Title. - Henry Street Condominiums 128 Henry Street Saratoga Springs, NY 12866 DOME SPACING Project No.: 2017017 Design: MCB Drawn: MCB Ch'k'd: CMI Date: 12/11/2017 Scale: VARIES N.T.S. Rev: Description: Date: Drawing Title Site Details Drawing No. L-5 i39z, � Scale: NTS Scale: NTS Scale: NTS Victor Stanley, nC, TELDRAWER--DUFAX(I025154USA TQ (301) 855-13300 -FAX (410) 251-1519 WEB SITE: http: //m.v ctorstonley.com PRODUCT SPEC F CAT ONS CA ADRAM C.D.B. CLASSIC SERIES 2.3659 C-138 Standard 6 Foot Length 2nd Site Systems %ts For your convenience and economy this FRONT WD bench is shipped partially unassembled All fabricated components are sted shot- 2.2989 blasted, etched, phosphatized, preheated Center -to -center distances and electrostatically powder -coated with TGIC polyester powder coatings. are approximate. NI specifications are (Variations in castings arise subject to change. from different rates of cooling) PERSPECTIVE Please contact factory for details. 3/8" x 3' solid steel center brace for (12)1" x 3' � 'All dimensions additional support (nominal) dots are in Inches ' DR# 2004-329 O Each dot is preddon- a a machined to recI" P� 1 OF 1 reinforcig spine and koteners VIEWS 8 REV. 9/1/04 ® the reinforcing ba rs ;4� inserted and the fasteners are driven into precisely located countersunk hdea © The holes are coaxed with filer materd. US Patent 15,660,907 RECYCLED U.S Patent15,791,047 CUT SECTION 2nd SITE SYSTEMS DETAIL UNDER VIEW Gin th are a cond in the some canfgllrafan as wood dais. SIDE VIEW (Anchor bolts tDiameter not provided tubular steel by Victor cross bar Stanley, Inc.) c Seat hdght -Clearance for 3/8" anchor bolts ' Ductile Iran castings cane with Note: ' It is not recommended to locate anchor bolts until bench is in place. Al Victor Stanley, Inc. products must be permanently affixed to the ground. Consult Finished grade Cop)nght 2004 Octor Stanley, Inc. a 10 year warranty against breakage I your local codes for regulations. # All Ri is Reserved 6' VICTOR STANLEY BENCH Scale: NITS ROD X 1"'C' CHANNEL ALUMINUM POST CAP 3" SQUARE TUBE 2" X 1" 'C' ISOMETRIC 1/2" X 4" X 12" FLAT NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. CONSULTANT TO SELECT COLOR (FINISH), SEE MANUFACTURER'S SPECIFICATIONS. 4. SEE SITE PLAN FOR LOCATION OR CONSULT WITHOUT NOTICE. 5, SITE FURNISHING IS POWDER COATED WITH TGIC POLYESTER. 6. STEEL SURFACE PREP INCLUDES MECHANICAL AND CHEMICAL ETCHING FOLLOWED WITH AN IRON PHOSPHATE COATING TO IMPROVE ADHESION AND CORROSION RESISTANCE. BIKE RACK Scale: NTS 0 'ra 0 0 STERNBERG ORNAMENTAL FIXTURE - MODEL A850SRLED, 53 WATT LED (53ARC22) 2200K COLOR TEMPERATURE / SEALED LED / OPTICAL ASSEMBLY LED DRIVER W/ ELECTRICAL QUICK -DISCONNECT 3" HEAVY WALL CAST ALUMINUM FITTER WELDED TO POLE TOP (W/ PHOTOCELL) 4" DIA. FLUTED ALUMINUM POLE - STERNBERG MODEL NO.4210-FP VERDE GREEN FINISH. 0.125" WALL THICKNESS 6061-T6 STRUCTURAL GRADE ALUMINUM POLE WELDED FOR SINGLE UNIT MOGUL SOCKET TYPE NOTE: INSTALLATION OF LIGHTS SHALL BE COORDINATED WITH THE CITY DEPARTMENT OF PUBLIC WORKS DECORATIVE BASE ACCESS DOOR WITH STAINLESS STEEL ALLEN HEAD SCREWS 3/4" CHAMFER, TYP. ZINC -PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S - RECOMMENDATION CN II c \N, R al HISTORIC LIGHT POST Scale: NTS 2" RIGID STEEL CONDUIT OR 2" PVC SCHEDULE 80 AS PER D.P.W. 4,000 PSI CONCRETE BASE W/ SONOTUBE FIBER FORM 20" DIA. SUBGRADE - UNDISTURBED OR COMPACTED TO 90% STANDARD PROCTOR z 0o NOTES TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. THIN BRANCHES & FOLIAGE AS DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER. TREE SHALL BE PLUMB & STRAIGHT. ATTACH 1/8" GALV. STEEL CABLE TO STAKE. NOTCH STAKE TO RECEIVE CABLE. ENCASE WIRE AROUND TRUNK IN REINFORCED RUBBER ° HOSE ABOVE FIRST BRANCH. SECURE ALL ENDS OF CABLE WITH GALV. CLAMPS. 4" GALV. TURNBUCKLE EA. CABLE 3"0 X 8' STAKES, 3 PER TREE. STAKES TO BE THE SAME HEIGHT, DRIVEN IN ON AN SLIGHT ANGLE. STAKES TO BE OUTSIDE OF ROOT BALL. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) FINISHED GRADE 3" DEPTH MULCH; PULL AWAY FROM TRUNK NOTE: AMENDED PLANTING MIX, COMPACTED IF ROOT BALL IS LESS THAN 2' DIA., CAREFULLY REMOVE CUT ROPE SURROUNDING BOTTOM OF TREE BURLAP COMPLETELY. IF IT IS TRUNK AFTER BACKFILLING BUT BEFORE MORE THAN 2' PULL BURLAP MULCHING. OFF TOP THIRD OF ROOT BALL. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE DECIDUOUS TREE PLANTING Scale: NTS SHRUB PLANTING Scale: NTS 8' MIN. ISOMETRIC VIEW NOTES: 1. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE. 2. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING THE INLET, DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE OF ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES. INSTALLATION DETAIL INLET PROTECTION - FINISHED PAVED AREA Scale: NTS TREE GRATE, BY IRONSMITH, AS SPECIFIED. 3' I 1 TREE GRATE, BY 1-3/4X1-3/4"x 1/4" IRONSMITH, AS SPECIFIED. STEEL ANGLE o q 0 2" o r� _ o 0 irs O O o 0000000000000 r . fzwo 0 0 0 0 0 0 0 0 1/2" NELSON STUD �, v 3" DEEP MULCH WELDED TO FRAME � o 0 0 0 0 0 0 w cam.+ o 0 0 0 o 0 0 0 O b O O REFER TO DETAIL XIXX !.__..i_ j .__..__..._.,W__._..:'...__.:. _......._:.._,_ d o i ;._ FOR EDGE CONDITIONS jjj;_:_;: E..'.. ! ?:::::::: I _::; (._.:::::::. ! I - o 000000000 I ........... — .. I I I..._......... 1 O O CUT AND REMOVE i ... 3 j._........._! 3 i...._.........I i ........._. ..... ...e n BURLAP COMPLETELY ' ii'.; j-; L.._.._1.=.._._W._.'...._:.._3., 6" MIN. T AMENDED BACKFILL SCARIFY SUBSOIL TO MIN. --- �- 4" DEPTH 1/2" x 1" x 114" THICK GRINDING PADS FOR LEVELING - TYP 4 OR MORE PLACES. a a a a I a 0 0 0 0 0 0 0 a o a s a CONCRETE WASHOUT NOTE: 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR ELECTRIFY IN THE SYSTEM AND PAYING THE ELECTRIC BILLS UNTIL ACCEPTED AND TAKEN OVER BY THE CITY OF SARATOGA SPRINGS. 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC. NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN, LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POSE OR BOX PER NATIONAL GREID'S STANDARDS. IN CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER. FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FTZ FBI IN HANDHOLE FOR FUSING THE POWER WIRE. IN 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 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. CONCRETE WASHOUT CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC LINING CV WOOD OR METAL STAKES (2 PER BALE) NOTE: 10 MIL PLASTIC LINING 1. WASHOUT AREA SHALL BE SIZED BY THE STRAWBALES STAKED CONTRACTOR TO ADEQUATELY CONTAIN INTO GROUND CONCRETE CLEANOUT. 2. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. TREE GRATE Scale: NTS qkSEE NOTES ELEVATION SIGNAGE Scale: NTS "rr ""TES FOR =ICATIONS :D POST & kY HARDWARE ) BY CITY EPARTMENT SCHEDULE TEXT LETTER APPROX. SIZE M.U.T.C.D. SIZE TYPE OF SIGN NO. A STOP SEE M.U.T.C.D, 30"x30" 6.25 S.F. R1-1 C RESERVED PARKING ® SEE 12"x18" R7-8 B M.U.T.C.D. 3.00 S.F. ACCESSIBLE C No °ANYTIME 4" 12" X 1$" P-1-1 NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. NOTES: DRIVEN INTO 1. ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST ',ONCRETE CURRENT VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC BE USED) 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. Planning Board # 17.080 Approval Approved under a I y of a resolution adopted FEE 1 5 2016 by t an r of the City of Saratoga Springs. CEP 111 Z018 Date Slgned: a The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Pface. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. c0 the LA Group 2017 Prepared fora Robert Bucher 18 Computer Drive East Suite 103 Albany, NY 12205 Project Title.° Henry Street Condominiums 128 Henry Street Saratoga Springs, NY 12866 .''®IF CO - ��0�'�5St0�`� Project No.: 2017017 Design: MCB Drawn: MCB Ch'k'd: CMI Date: 12/11/2017 Scale: VARIES Rev: Description: Date: 1 Per City Comments 06/18/19 2 Per City Comments 08/01/19 Drawing Title Site Details Drawing No. L6 Z01 EDGE OF PAVEMENT 50'-0" OR GREATER 6" MIN. 50/50 MIXTURE OF NYSDOT No. 3 & No. 4 STONE MATERIAL OVER 4" AGGREGATE BASE COURSE, GEOTEXTILE FABRIC, AND COMPACTED SUBGRADE. SEE SPECIFICATIONS STABILIZED CONSTRUCTION ENTRANCE Scale: NTS BLANKET EDGES STARTING AT TOP OVERLAPPED 4" (MIN.) OF SLOPE, ROLL AND STAPLED BLANKETSIN DIRECTION OF WATER FLOW NOTES: 1. MINIMUM STONE SIZE SHALL BE V-4" STONE, INSTALLED OVER FILTER FABRIC TO A MINIMUM DEPTH OF 6". 2. MINIMUM WIDTH SHALL BE 12' FOR ONE WAY TRAFFIC, 24' FOR TWO WAY TRAFFIC. MINIMUM LENGTH SHALL BE 50'. 3. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESSES SHALL BE PIPED BENEATH ACCESS. IF IMPRACTICAL, A MOUNTABLE DIVERSION BERM PREVENTING RUNOFF ONTO ADJACENT ROAD SHALL BE PERMITTED. 4. ACCESS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY. 5. ALL VEHICLE WASHING SHALL BE DONE IN A STONE STABILIZED AREA WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 6. INSPECT AND MAINTAIN AS NEEDED TO CONFORM TO SPECIFICATIONS AND STORMWATER POLLUTION PREVENTION PLAN, INSTALL BEGINNING OF ROLL IN 6" X 6" ANCHOR TRENCH, STAPLE, BACKFILL, AND COMPACT SOIL OVERLAP BLANKET ENDS 6" (MIN.) WITH THE UPSLOPE BLANKET OVERLAYING THE DOWNSLOPE BLANKET (SHINGLE STYLE). STAPLE SECURELY. THE BLANKET SHOULD NOT BE STRETCHED. IT MUST MAINTAIN GOOD SOIL CONTACT. NOTES: 1. SEED AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE SPECIFICATIONS PRIOR TO INSTALLING THE BLANKET 2. PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE. 3. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS, AND GRASS. 4, BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLAYING SOIL THROUGHOUT ENTIRE LENGTH. LAY BLANKET LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH SOIL. DO NOT STRETCH BLANKET. 5. THE BLANKET SHALL BE STAPLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6. BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT UNTIL PERENNIAL VEGETATION IS ESTABLISHED TO A MINIMUM UNIFORM 80% COVERAGE THROUGHOUT THE BLANKETED AREA. DAMAGED OR DISPLACED BLANKETS SHALL BE RESTORED OR REPLACED WITHIN 4 CALENDAR DAYS. EROSION CONTROL MATTING Scale: NTS 0 Ci w of Cn w Q SAWCUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO 12" PLACEMENT OF NEW PAVEMENT, MIN. KEY LAWN RESTORATION PVMT. RESTORATION JT• —AS TOPSOSPEICIFIED NEW PVMT, SEE DETAIL Q 0 to of Uj w 3: U) 00 of of W; 00 z_ z 0 0 o? N r PIPE O.D. + 24" MIN. ITEM DEPTH MATERIAL NYSDOT METHOD OF PIPE ZONE BEDDING 6" MIN. ANGULAR 1&2 MECHANICAL CRUSHED STONE COMPACTION PIPE ZONE BACKFILL 12" MIN. CLEAN SAND OR 1&2 MECHANICAL COVER CRUSHED STONE COMPACTION FINAL TRENCH BACKFILL VARIES SEE NOTE SEE NOTE MECHANICAL COMPACTION EXISTING ASPHALT CONCRETE PAVEMENT NEW PAVEMENT SUBBASE MATERIAL: REFER TO NEW ASPHALT CONCRETE PAVEMENT DETAIL TRENCH WALL SLOPES SHALL CONFORM TO O.S.H.A. REGULATIONS, TYP. BURIED IDENTIFICATION WARNING TAPE AS SPECIFIED FINAL TRENCH BACKFILL (SEE NOTE BELOW) PIPE ZONE BACKFILL PIPE ZONE BEDDING MATERIAL NOTES: 1) FINAL TRENCH BACKFILL a) IN NON -PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE ENGINEER OF RECORD; OTHERWISE IT SHALL BE STRUCTURAL FILL, MIN. MOD. PROCTOR DENSITY SHALL BE 90 PERCENT. b) IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE STRUCTURAL FILL, MIN. MODIFIED PROCTOR DENSITY SHALL BE 95 PERCENT. 2) ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAXIMUM. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 3) EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES DURING TRENCHING OPERATIONS. 4) ALL PAVEMENT SAWCUTS SHALL BE IN SOUND EXISTING PAVEMENT ACCEPTABLE TO THE ENGINEER. EXISTING WATER MAIN, CONTRACTOR TO CONFIRM DEPTH PRIOR TO INSTALLATION 8" GATE VALVE EX RIM:27 INV IN:266.58 8" (EXISTING) INV IN:265.70 8" (EXISTING) INV OUT:265.70 8" 0+50 1+00 1+50 WATER MAIN PROFILE Scale: Horizontal 1 "=30', Vertical 1 "=3' 0+00 0+50 1+00 1+50 SEWER MAIN PROFILE Scale: Horizontal 1 "=30', Vertical 1 "=3' r;f EXISTING WATER MAIN PER CITY STAFF, CONTRACTOR TO CONFIRM SIZE, DEPTH, AND LOCATION PRIOR TO INSTALLATION 270 260 ITT, SMH #1 RIM:275.25 INV IN:267.46 8" PVC INV OUT:267.36 8" PVC The LA GROUP Landscape Architecture .Engineering P.C. Peaple. Purpose. Place. 40 Long Alley p. 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 2` the LA Group 2017 Prepared fora Robert Bucher 18 Computer Drive East Suite 103 Albany, NY 12205 Project Title: Henry Street Condominiums 128 Henry Street Saratoga Springs, NY 12866 01F N CO r- cc Project No.: 2017017 Design: MCB Drawn: MCB Ch'k'd: CMI Date: 12/11/2017 Scale. VARIES 3 Rev: Description: Date: z V-2" ROUND 1 Per City Comments 06/18/19 WASHED RIVER STONE 2 Per City Comments 08/16/19 m \ u NON -WOVEN FILTER WATERPROOF MEMBRANE w FABRIC MIRAFI 160 N (TUFF-N-DRI XTS W/ WARM-N-DRI 4 \ %` k' OVERLAP MIN. 12" INSULATION/DRAINAGE BOARD �:�-�::: ?`:�' 1. �'1�t3"� •jf",r t�h'; OR TUFF-N-DRI BARRIER BOARD)c { ta'''f'''c :` `''' TO EXTEND TO BOTTOM OF BUILDING FOOTING ea "'c" �e,`':Y :. `;'t rF �f: 4" PERFORATED Drawing Title • � UNDER DRAIN Storm Details & .y ;..X'J" �", tom. t%i.' J.,.\ Utility Profiles #2 CRUSHED STONE 2' NETRENCH �SC19N Planning Board # 17.080TS Approval Drawing No. Appr ved unde orlty of a resolution adopted rrD Wo�b PJAgWBgard of .the City of Saratoga Springs. TYPICAL PIPE TRENCH Scale: NTS Date Signed: _( F ^,rh 't NOTES: 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED. 2. CONCRETE NOT TO OVERLAP ANY JOINT. 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE, 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: V± = LD W + I.D. - I.D. WHERE: 01 V = VOLUME IN CUBIC YARDS L = LENGTH OF BLOCK IN FEET D = DEPTH OF BLOCK IN FEET W = WIDTH OF BLOCK IN FEET I.D. = INSIDE DIAMETER OF PIPE IN FEET THRUST BLOCK Scale: NTS (2) 3/4" 0 THREADED TIE RODS, WASHERS & NUTS AS SPECIFIED; APPLY (2) COATS OF COAL TAR EPDXY PAINT FOLLOWING ASSEMBLY (20 MILS MIN. DFT TOTAL), TYP. MECHANICAL JOINT RETAINER GLAND FOR DIP PIPE, AS REQ'D. 8"0 DIP, CL 52, WATER MAIN PER CITY OF SARATOGA SPRINGS STANDARDS. AS INDICATED ON THE PLANS. -#30 ROOFING FELT WATER MAIN (OR -THRUSTBLOCK r SEWER FORCE MAIN) CONCRETE THRUST a _ `, BLOCK SCHEUDULE ` 0 4,000 PSI UNDISTURBED SOIL '� W1p1H W PLAN (TYP) \• l NOTE: RETAINING GLANDS ACCEPTABLE FOR USE AS APPROVED BY CITY ENGINEER. 6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. WITH A SAFETY FACTOR OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' HEAD. 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF 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. DIMENSIONE AREA SQ. FT, DIMENSIONE AREA SQ. FT, DIMENSION ARE SQ. FT, DIMENSIONS AREA SQ. FT, DIMENSIONS D x L D x L D x L D x L D x L 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 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 1.0x2.0 1 PIPE LENGTH (18--0" MIN.) Z, BACKFILL AND COMPACTION PER CITY OF SARATOGA 0 SPRINGS STANDARDS z rn CRUSHED STONE PIPE BEDDING, AS 12" X 12" SOLID PRECAST SPECIFIED CONCRETE BLOCKS (6" MIN. THICK) CONNECTION TO EXISTING WATER MAIN Scale: NTS FINISHED GRADE Cz_ L FULL LENGTH OF PIPE CENTERED ON SEWER LINE z EXISTING 00 WATER LINE SEE NOTE 1 SEE NOTE ' NEW SANITARY SEWER UTILITY CROSSING Scale: NTS FPROPOSED FINISHED GRADE OR EXISTING GROUND LINE TELESCOPIC PATTERN VALVE BOX PER CITY OF SARATOGA SPRINGS STANDARDS -PROPOSED 12"x6" TAPPING SLEEVE AS INDICATED ON THE PLANS -EXISTING 12" DUCTILE IRON PIPE WATER MAIN =1` 3,000 PSI MIN. CAST -IN -PLACE CONCRETE THRUST BLOCK +'--UNEXCAVATED/ UNDISTURBED o EARTH �a MECHANICAL JOINT TAPPING VALVE & M.J. RETAINER GLANDS PER CITY OF SARATOGA SRPINGS STANDARDS NOTE: (REFERENCE - "TEN STATE STANDARDS") WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUN SEPARATION OF 10' EDGE TO EDGE. IF MINIMUM CANNOT BE MAINTAINED, 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. 2'-6" FINISHED GRADE I.LLAM ur-Nirvu CAST IRON MANHOLE FRAME AND COVER CAMBELL #1016 OR EQUAL, TOP SURFACE CHECKERED AND LABELED "CITY OF SARATOGA SPRINGS SANITARY SEWER" WITH LIFTING NOTCHES AND VENT HOLES AS REQUIRED. (FRAME TO BE SET ---- ---,-- PARALLEL TO CROSS AND LONGITUDINAL o ae �g o 'R o 84 o ° o gg °� SLOPE OF PAVEMENT AND FLUSH TO 1/4" o °o °° ° BELOW F.G.) °0 wo°co °�o�So � °p 01b of ° w 00 o °o PRECAST CONCRETE GRADE RINGS 6" AS REQ'D TO ADJUST TO CONE- �0.' ` 8' a°O ° ---�� � 8" d' � MIN. TO 20" MAX. NO CONCRETE BRICK F.G. USE PRECAST UNITS EXTENSION(S) SHIM COURSES V `V� 04 V A X. EGCENTRIC CONE SECTION I PRECAST CONCRETE SECTIONS - 4,000 PSI AT 28 DAYS, AIR ENTRAINED REINFORCED PLASTIC NON -SLIP STEPS JOINTS BUTYL SEALED - INDUSTRY STD. PER NYSDOT 725-02.01 \ oo ORA.O.B.E. BOOT TYPE FLEXIBLE MEMBRANE RISER ,\ xl SLEEVE FOR PIPE TO MEET ASTM SPEC. SECTION ¢ ;\ 5" NO. C-923 (SHOP DRAWINGS REQ'D) 4'-0" I MIN.' ? NOTES: � �.. ; 1. ALL MANHOLES TO BE PLACED IN ANY \ 2' PER Fr ` ,� \ �••,,,,, • CIRCUMFERENTIAL REINFORCEMENT 0.12 TRAFFIC AREAS SHALL MEET' ' SQ. IN. PER L.F. MIN. AASHTO HS20-44 WHEEL LOADING \ \ o REQUIREMENTS. \\ r;: CR 4,000 PSI CONCRETE BENCHWALL FOR 0 \ I:: I SANITARY MANHOLE co \ \' SIZE AND LOCATION OF PIPES AS BOTTOM SPECIFIED '_.�........_.w_...__ SECTION °O 12" CRUSHED STONE - #1 OR #2 --,�, 00 °o 0 0 ° o o° o Qg oo o g PO NOMINAL SIZE CPO ° °° o$'o ° °o° ° 0 0 00 `\ UNDISTURBED SUBGRADE OR o°�o °o° °o° �gcy�o °t�'o -0oo°�°°®o° °o` \ ADDITIONAL FOUNDATION STONEA.O.B.E. \` \ \ SANITARY MANHOLE Scale: NTS 0 450 OR 600 WYE u_ I 8" SEWER MAIN i A t Scale: NTS B4­7 B� ONE-WAY INVERT END CAP FOR FUTURE CONNECTION ADAPTER FITTING IF REQ'D 45° OR 30' BEND AS REQ'D - - - - - E - - - - - - - - BUILDING SEWER LATERAL 6" MIN. MIN. SDR 26 PVC SEWER SERVICE CONNECTION - PLAN 2"± PIPE PROJECTION FINTO MH, TYP. B♦ PLAN MULTIPLE INVERT -ALIGN 0.8 DEPTHS FORM SMOOTH OF DIFFERENT SIZE CURVE PIPES 1/2" PER FOOT (MIN.) PITCH ACROSS MH STANDARDINVERT SECTION A -A MANHOLE BENCHWALL Scale: NTS PROPERTY LINE, R.O.W. OR EASEMENT LIMIT 2" X 4" PRESSURE TREATED STAKE LATERAL ON PRIVATE PROPERTY - MIN. SCH. 40 PVC 2" X 4" PRESSURE TREATED STAKE SET PLUMB AT END OF LATERAL PIPE BEDDING AS REQ'D UNDISTURBED SUBGRADE PIPE WASH 2"± PER FOOT CHANNELDEPTH 0.8 PIPE I.D. A + INVERT SAWED HALF PIPE CONCRETE BENCHWALL 4,000 PSI MIN. SECTION B-B DOTH CURVE I I SMOOTH DROP INVERT FILLET INVERT IN 0.10'(MIN.) TO 2'-6"(MAX.) INVERT OUT INSIDE FACE OF MANHOLE ALUMINUM ALLOY HOLDING BOOT MORTAR AFTER INSTALLATION 2" PROJECTION INTO M.H. AT PIPE SPRINGLINE FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED HOLE -STAINLESS STEEL BAND CLAMP INVERT TOP OF BASE SLAB 2 0 PRECAST CONCRETE 3 0 MAX' BASE SECTION CONNECTION TO EXISTING MANHOLE Scale: NTS FERROUS METAL CLEANOUT CAP FINISHED GRADE FOR UNPAVED AREAS WITHOUT FRAME AND COVER SANITARY CLEANOUT Scale: NTS u_ 10 LETTERING ON COVER: "SEWER" 10" FINISHED GRADE FOR PAVED AREAS WITH FRAME & COVER CAST IRON FRAME & COVER (USE IN PAVED AREAS) 1/8 LONG SWEEP BEND `'�4" 9CH. 40 4" BUILDING WdSTE LINE FLOW H0 j g :.� 1t ti. • A .v Planning Board # 17.080 n Approval Approved under au resolution adopted by t an ' r of the City of Saratoga Springs. Date Signed: kcm)= The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place.. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared fora Robert Bucher 18 Computer Drive East Suite 103 Albany, NY 12205 Project Title. - Henry Street Condominiums 128 Henry Street Saratoga Springs, NY 12866 ' 01F NE�y 0,91339 C? FC SIO Project No.: 2017017 Design: MCB Drawn: MCB Ch'k'd: CMI Date: 12/11/2017 Scale: VARIES Rev: Description: Date: 1 Per City Comments 06/18/19 2 Per City Comments 8/28/18 Drawing Title Utility Details Drawing No. NOON MENEM MEMMEM M mom =MM JLOAMMMMMM MIN!, I� . - , '5 A MENEM. 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