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20180432 18.031 153SouthBWay_SoBro-PlanSet153 South Broadway Redevelopment Site Plan Application City of Saratoga Springs, New York 12866 Al • . ,r 'sr 411 •- *44 sze a _ ■ •r Vf C f Z O Z CA NF -/EL s7- 71-11 • ssok doh -471.04 44 t., PROJECTS m A*. a .11 ohs --- r PROJECT VICINITY MAP Sarato Ca entr LCaV!Ekss 'Palk } 40' SCALE: N.T.S. ttSaratog Jr High O. ga Sprin h Sch Sch •• • PROJECT SITE 'ra r SPI ti reenridge Cern frailer /Park i • • 1' • 1 • fl PROJECT LOCATION MAP 0 Os SCALE: N.T.S. 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 A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE DESIGN PROFESSIONAL ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 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. SPECIAL USE NOTICE OF DETERMINATION: CITY OF SAMTOGA SPRINGS PLANNING BOARD City Hall - 474 Broadway Saratoga Springs, New York 12866 Tel: 5 8-587-3550 fax: 518-580-9480 www.saratega-sproigs.org NOTICE OF DECISION In the matter of the special use permit application 817.042 of KCG Mixed Use Development 1543 S Broadway Saratoga Springs, NY 12866 MARK TORREY, Chafr ROBERT F. BRISTOL, Yee Chair CLIFFORD VAN WAGNER HOWARD PINSLEY JANET CASEY IAM)N TDTIND TODD FABOZZI AMY DURLAND RUTH HORTON, Alternate ABIGAIL WOLFSON, Ntereate Involving thc premises at 153 S. Broadway with Tax Parcel 1138178.27-1-22 through 29, in the City of Saratoga Springs, on an application for a permanent special use permit for 110 multi -family residences, 21,00059 of office, 7,50087 of eating and drinking establishment, and up to 7,000SF of retail uses within the Transect -5 Neighborhood Center (T-5) District with the Planning Board who met on September 14.2017 and made the following decisions) with a 7-0 vote (Oa favor: Torpcy. Totino, Casey, Bristol, Fabozzi, Wolfson, Horton): • 111 accordance with SEQRA regulations 6-NYCRI1 Part 617 and after review and evaluation of the SEQRA full Environmental Assessment Form Parts I and 11, made a motion to approve the issuance of a SEQRA Negative Declaration of environmental significance. • Following evaluation of the identified six standards far the issuance of special use permit as set forth in 7, 1.3 of the City of Saratoga Springs Zoning Ordinance, moved to approve the permanent special use permit with thc following considerations: 1. All outdoor activity shall cease by 1 I pm nightly. 2. Proposed project consists of separate access to first and second level parking from S Broadway and Union Street respectively. Any modification to this will require review by the Planning Board. 3. The applicant agrees to consider LEED certification and energy efficiency practices, to be reviewed under site plan review. Unless otherwise extended by the Planning Board, this approval shall expire if the applicant fails to comply with any required conditions and start actual construction, or otherwise implement this approval within 18 months from this date. Octuber 3, 2077 -14M V-7. Date Chair cc: Steve Shaw, Bldg Inspector; Tim Wales, City Engineer; Accounts Dept.; Mike Ingersoll; Applicant; File SITE STATISTICS: PROPOSED USE: 110 RESIDENTIAL UNITS - 44 1 BEDROOM, 66 2 BEDROOMS 15,850 OFFICE/ COMMERCIAL SPACE PARCEL SIZE: 133,274 SF (3.06 AC) TAX PARCEL ID: ZONING: MAX. BUILDING HEIGHT MIN. % BUILD OUT ALONG FRONTAGE BUILD TO DISTANCE FROM FRONT LOT LINE SIDE & REAR SETBACKS PARKING DEMAND: 178.27-1-22, 178.27-1-23, 178.27-1-24, 178.27-1-25, 178.27-1-26, 178.27-1-27, 178.27-1-28, 178.27-1-29 TRANSECT -5 NEIGHBORHOOD CENTER 50' (2 -STORY MIN.) 70% - 72.8% PROVIDED 0' -12' 0' MIN. AREA/USE SIZE REQUIREMENT / ZONING # REQUIRED EATING & DRINKING 5,100SF / 150 SEATS ESTABLISHMENT OFFICE / COMMERCIAL RETAIL EDUCATIONAL OFFICE 15,850 SF RESIDENTIAL 110 UNITS TOTAL REQUIRED 1 SPACE / 4 SEATS, PLUS 1 SPACE / 2 EMPLOYEES 1 SPACE / 300 SF 1.5 SPACES/UNIT 37 10 52 165 264 - 8% REDUCTION (MIXED-USE SHARED) - 20 SPACES ADJUSTED TOTAL 244 PROVIDED 244 May 3, 2018 SHEET INDEX: S-1 L-1.0 L-2.0 L-2.1 L-2.2 L-3.0 L-4.0 L-5.0 L-5.1 L-5.2 L-6.0 L-6.1 L-6.2 COVER SURVEY SITE PREPARATION, EROSION & SEDIMENT CONTROL PLAN LAYOUT & MATERIALS PLAN: OVERALL LAYOUT & MATERIALS PLAN: ENLARGEMENTS LIGHTING, PARKING & VEHICLE MANEUVERING PLAN GRADING, DRAINAGE & UTILITES PLAN LANDSCAPE PLAN SITE DETAILS SITE DETAILS SITE DETAILS UTILITIES DETAILS UTILITIES DETAILS STORMWATER DETAILS ARCHITECTURAL DRAWINGS A-100 GROUND FLOOR PLAN A-101 FIRST FLOOR PLAN A-102 A-103 A-104 A-500 A-501 APPLICANT: SECOND FLOOR PLAN THIRD FLOOR PLAN FOURTH FLOOR PLAN BUILDING ELEVATIONS BUILDING ELEVATIONS KCG Development, LLC 11555 N. Meridian St., Suite 400 Carmel, IN 46032 SURVEYOR: C.T. MALE ASSOCIATES 50 Century Hill Dr. Latham, NY 12110 PREPARED BY: 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 Planning Board # 18.xxx Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. 2017 C.T. MALE ASSOCIATES APPROVED: DRAFTED : MDD CHECKED DGD PROJ. NO : 17.7008 DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. CB TF=309.94 12" CMP INV OUT=307.16 SMH RIM =310.20 INV THRU=304.94 (VERY ACTIVE MH) DMH RIM=310.56 ALL 12" CMP'S INV IN=306.26 12" INV THRU=302.46 312.47 311.96 CB TF=311.12 310.43 310.17 310.94 1 311.24 I 310.42 DMH HYD 310.40 WV O WV NM 2 NYT 310.04 BENCHMARK ROADSIDE NUT ON HYD. ELEVATION=313.65' CB TF=309.95 12" CMP INV OUT=307.42 IRF FLUSH 310.54 NG 21 DMH RIM=310.99 INV IN=303.69 18" INV THRU=303.07 CB TF=310.40 24" HDPE INV OUT=305.60 310.31 310.44 EDGE OF PAVEMENT ST 310.49 CB DMH RIM=310.65 18" HDPE INV IN=304.25 24" HDPE INV IN=304.25 18" INV THRU=303.16 CB TF=310.36 CONC=307.36 NO VISIBLE PIPES C -URB 310.88 1311.42 /311.57 CB 310.85 C_310.841 C=310.51 310.34 IRF BENT EDGE OF- Sq DMH 18" a N = CB CBCI TF=314.14 DMH 310.41 CB TF=309.96 12" CMP INV OUT=307.36 310.74 mac„ \ 18 RCP m o SSS 310.09 311 CANFIELD so' R. O. STREET SO' (BLACKTOP) 312 ONCRETE CURB 310.68 %\ t UP 309.67 SMH RIM=310.62 fte. •••• INV THRU=305.28 310.50 S X313 M u SMH 310.56 ONCRETE CUR SMH RIM=314.01 INV IN=306.91 INV THRU=305.72 Ig 310.28 310.10 311.22 311.53 DMH RIM=310.99 (A)12" INV IN=304.90 (B)12" INV IN=303.54 12" INV OUT=303.51 TAX MAP MAP NM 1 NYT 6 Lands Now or Formerly of SARATOGA DINER, INC. Book 686 Page 125 310.51 Book 686 Page 131 Book 1024 Page 248 / PARCEL NO's. 178.27-1-22 THROUGH// (INCLUSIVE) REFERENCE NO. 1 - LOTS 195 THROUGH 239 AND LOT 245 THROUGH 225 AREA = 3.06± ACRES 310.82 310.73 311.18 312.05 /31 / .51 / 311.82// / / 313.03 / 2-1" BLACK PLASTIC COND S, 3.5' OUT OF GR7ND 315.57 315.22 314.15 315.64 18" HDPE "STOP" SIGN 'CANFIELD ST." SIGN 315.26 314.68 CB TF=315.04 10" PVC INV OUT=309.14 310.71 311.12 315.79 CBCI �■ TF=314.60 18" INV OUT=N/A 4.91 CB TF=314.84 10" PVC INV IN=309.44 24" HDPE INV IN=309.89 24" HDPE INV OUT=309.84 UMH 315.62 311.32 / 313.69 / 315.57 311.10 II 6'H WOOD FE4E33 312.58 312.21 316.60 312.16 Tax a1Jz No. 8.2 1 %_\31_ J'1 28 � IFEROUS TREE ROW 311.55 311.61 314.30 '/ CONCf�FTE / 313.40 CO RE /314.29 314.28 OVERHANG STEPS (DOWN) AND RETAINING WALL 315.21 316.70 316.92 \3t6 \ i 316.07 BCC=314.92 UMH- RI M = 314.91 CBCI 212 AB CONCRETE -WALK 316.90 316.19 BCC=315.53 317.51 316.90 311.31 317.18 _0 METAL POST GATEPOS1 312.59 313.85 311.78 311.34 I J / 311.97 I / 311.60 312.39 3 76 315.28 3 . 72�'S' 314.31 CONCRETE RAMP IN GATE POST 6'H WOOD FENCE FFE SILL=319.90 319.62 CONCRETE RAMP 316.46 315.04 317.08 /313.95 312.6/ / 314.16 312.16 312.57 314.00 316.79 / I/ 317.97 317.33 318.17 317.33 317.75 317.90 �7 l OLD PAY PHONE (NO PHONE) ()ARTHUR STREETo_ 1 8 27.1 p 26 316.69 I PER STREET) BLACKTOP 315.54 315.64 315.68 / 317.40 317.07 11� BLA4 KTOP CB TF=316.42 4" HDPE INV IN=313.47 18" INV OUT=310.72 ONE STORY BUILDING (IN DISREPAIR) (FORM�R SARATOGA DINER) NO. 1 3 SOUTH BROADWAY 2.5'H± RET. WALL W/SIGN FE SILL=319.79 318.25 ILL=319.91 318.45 818.22 318.41 CONCRETE RAMP 318.39 UY WIRE 318.34 03 7.87 34.1'f 318 STEP 317.82 318.16 316.81 316.60 312.41 313.69 316.07 311.85 311.22 CB TF=310.51 PLUGGED WITH SNOW AND ICE "ONLY COPIES OF THIS MAP SIGNED IN RED INK AND EMBOSSED WITH THE SEAL OF AN OFFICER OF C.T. MALE ASSOCIATES. OR A DESIGNATED REPRESENTATIVE SHALL BE CONSIDERED TO BE A VALID TRUE COPY". si 316.96 N 317.08 / 318.15 317.66 / N (� 5 � Q 318.23 I 0 m Xoo I , 317.71 315.46 M 507°52'39"E 0.17' TO IRF BENT 312.60 311.56 315.09 311.58 311.48 311.56 IRF B'ENT 312.33 311.63 311.46 311.52 311.27 CB SMH RIM = 312.01 INV THRU=307.33 3 '6 DMH �g1 Q r_ u SMH 311.42 'o CB 312.05 312.32 52 INV 1" PVC=312.40 MONITOfI WELL 312.06 pj 31.39 311.83 312.29 314.28 313.42 \ 313.47 \ 313.11 N78_4553R 315.04 SNOW PILE 317.38 ACKTOP / `316.01 314.10 315.68 14.9 32. 31 05 5.a9 \ \ 1 312.31 INV 6" PVC=313.54 313.57 ONE STORY BUILDING M M DMH RIM=311.41 (A)12" INV IN=308.11 (B)12" INV IN=308.38 112" INV THRU=307.06 6" PVC UNDER BLACKTOP ALONG BUILDING FACE CB TF=311.39 12" CMP INV OUT=308.79 CBR 314.6 315.67 318.31 317.90 CC=317.4 17.20 . 318.35 317.55 317.63 NM 212B 318.69 BLACKTOP 318.98 Q O 0. cm 318.55 rax CBR TF=313.52 FULL OF WATER SILT=310.5± 19 317.56 318.85 320.13, SOUNDING Lands Now or Formerly of JOHN KODOGIANNIS AND JOANNE KODOGIANNIS Book 1328 Page 386 Tax Map ID No. 178.27-1-36 MAP REFERENCE NO. 1 - LOTS 240 THROUGH 244 AND LOT 256 THROUGH 264 ADE/ r, 50' STD T REST W. (BLACKTOP) "MAVIS TIRE" ONE STORY CONCRETE BLOCK BUILDING 19.54 319.68 •,1319.73 319.44 /AIR PUMP FI � 318.46 TCC=318.14 95 319.38 d IPF CBCI IPF TF=316.74 DMH RIM=314.44 24" HDPE INV IN=308.99 (A)18" HDPE INV IN=306.44 (B)18" HDPR INV IN=307.14 18" RCP INV OUT=304.19 DMH RIM=314.56 24" HDPE INV IN=309.26 18" HDPE INV IN=309.66 24" HDPE INV OUT=309.16 SMH RIM=315.22 12" INV IN=307.22 INV IN=307.22 INV OUT=306.17 RA(a- S oREET BENCHMARK SPIKE FOUND IN UP NM 214 ELEVATION=316.69' CBCI TF=315.06 CB TF=315.90 18" HDPE INV IN=N/A INV IN=310.80 INV OUT=310.50 ENSORs ...TWEET UMH RIM=317.20 CBCI TF=317.28 BENCHMARK "X -CUT" IN N.H.O.A. ELEVATION=320.29' 319.80 BCC.,3 8. BCC=318.08 318.87 318.90 BAR SCALE 30 0 15 30 60 1 inch = 30 ft. WILLIAM J. NETTLETON P.L.S. NO. 49513 MAP REFERENCES: 1. "Map of Portion of Former Marvin Estate situated on South Broadway Saratoga Springs, N.Y." prepared by S.J. Mott, C.E. dated July 1926 and filed on August 2, 1926 in the Saratoga County Clerk's Office as map number EE -49. MAP NOTES: 1. Boundary and topographic information shown hereon was compiled from an actual field survey conducted during the month of January, 2017. 2. North orientation and bearings are referenced to Grid North and are based on the New York State Plane Coordinate System, East Zone, NAD 83/2011 epoch 2010.00. 3. Vertical datum shown hereon is NGVD 29 and was obtained from GPS observations using the Saratoga CORS as a base station. 4. Objects shown on this drawing with a distance indicating how far that object is from a particular line, lie on the same side of the line that the offset distance is written. 5. The location of underground improvements or encroachments, if any exist, or as shown hereon, are not certified. There may be underground utilities, the existence of which are not known to the undersigned. Size and location of all underground utilities and structures must be verified by the appropriate authorities. Dig Safely New York must be notified prior to conducting test borings, excavation and construction. 6. This survey was prepared without the benefit of an up to date abstract of title or title report and is therefore subject to any easements, covenants, restrictions or any statement of fact that such documents may disclose. 7. Prior to conducting this survey this geographic area accumulated approximately 6 inches of packed snow and ice. Therefore the undersigned cannot certify that some object or feature has been omitted. DEED REFERENCES: 1. Deed dated February 11, 1960 between Spa City Diner, Inc. to Saratoga Diner, Inc. as described in Book 686 of Deeds at Page 125. 2. Deed dated February 11, 1960 between Spa City Diner, Inc. to Saratoga Diner, Inc. as described in Book 686 of Deeds at Page 131. 3. Deed dated October 16, 1981 between Benjamin K. Walbridge, Jr. and Le Roy T. Walbridge to Saratoga Diner, Inc. as described in Book 1024 of Deeds at Page 248. CB O CBCI CBR ODMH OINV.= GMTR O GP HYD IPF O IRF O LP 0 MH 0 SMH OSBOL TMH 0 TPED O UMH 0 #UP UP WV O FFE BBC TBC BCC TCC CC SS ST LEGEND DATE : JAN. 12, 2017 CATCH BASIN CATCH BASIN CURB INLET CATCH BASIN ROUND DRAINAGE MANHOLE END OF PIPE GAS METER GATE POST HYDRANT IRON PIPE FOUND IRON ROD FOUND LIGHT POLE MANHOLE SANITARY MANHOLE STEEL BOLLARD TELEPHONE MANHOLE TELEPHONE PEDESTAL UNKNOWN MANHOLE UTILITY POLE UTILITY POLE W/GUY WIRE WATER VALVE FINISHED FLOOR ELEVATION BOTTOM OF BLACKTOP CURB TOP OF BLACKTOP CURB BOTTOM OF CONCRETE CURB TOP OF CONCRETE CURB CURB CUT OVERHEAD UTILITY LINE SANITARY SEWER LINE STORM SEWER LINE BOUNDARY AND TOPOGRAPHIC SURVEY LANDS NOW OR FORMERLY OF SARATOGA DINER, INC. PREPARED FOR SARATOGA ECONOMIC DEVELOPMENT CORPORATION 153 SOUTH BROADWAY AKA U.S. AND N.Y.S. ROUTE 9 CITY OF SARATOGA SPRINGS (INSIDE DISTRICT) SARATOGA COUNTY, NEW YORK C.T. MALE ASSOCIATES Engineering, Surveying, Architecture & Landscape Architecture, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 518.786.7400 * FAX 518.786.7299 EEEla EM CA SHEET 1 OF 1 DWG. NO: 17-120 a` 0, E 0 OI UCO 1 0 0 N n 0 (n H (0 z 1-a0 (/7 CO N O 0 0 0 mW N moo N Q M d Tr Ea bE m m E 0Z a(nii \ \ HYD EXISTING HYDRANT, APROX 67' FROM NW CORNER OF SITE INLET PROTECTION, TYP. J < Lu U U Z w< • 1- O w U QJ U U Z Lu D 2 1- o w CBCT CONCRETE CURB CONCRETE CURB CONCRETE CURB \ \ \eB \fi DM \ EDGE OF PAVEMENT DMH 1 1 CB CB 1 12/ 18" RC PROJECT LIMIT SAWCUT 2 CB TF I 315.04 10" PVC INV OUT=309.14 CANFIELD STREET 313 314 yJ RCP (11 DM H N SMH PROPERTY LINE SAWCUT ASPHALT FOR INSTALLATION OF NEW CURBS INLET PROTECTION, TYP. REMOVE ALL (4) TREES ALONG CANFIELD STREET FRONTAGE OF PROJECT SITE, TYP. SILT FENCE, TYP. \ SAWCUT ASPLHAT; REMOVE CONCRETE CURB CB MARC\P� RPNGE \ REMOVE COUNDUITS "STOP" SIGN REMOVE & STOCKPILE STIRLD ST." SIG SIGNS TO BE RELOCATED REMOVE CATCH BASIN & ASSOCIATED PIPES ON SITE; CAP & ABANDON PIPES AT STREET REMOVE CONCRETE CURB & PAVING REMOVE ASPHALT PAVING REMOVE EXISTING OVERHEAD ELECTRIC AND IMPACTED UTILITY POLES - COORDINATE WITH NATIONAL GRID AND THE CITY OF SARATOGA SPRINGS DEPARTMENT OF PUBLIC WORKS 6'H WOOD FENCE RACE STREET UMH 4 NNE)(113 REMOVE EXISTING OVERHEAD ELECTRIC AND IMPACTED UTILITY POLES - COORDINATE WITH NATIONAL GRID AND THE CITY OF SARATOGA SPRINGS DEPARTMENT OF PUBLIC WORKS \ gooses* Awoo *A SILT FENCE, TYP. GENERAL NOTES \ STOCKPILE AND STAGING AREA STABILIZED CONSTRUCTION- - CONCRETE PAVING, ENTRANCE, TYP. - - TYP. REMOIVE FENCE CONCRETE WASHOUT NIFEROUS TRE REMOVE BUIL STEPS (DOWN) AND RETAINING WALL CONCRETE WALK CONC ALL/ Aimmimmulimr 14 ■■■■■�-- Vii■■■■■ 20 5 EM■■■■■ \ REMOVE TREES, TYP. UP t/s O ERHANGS REMOVE OLD PAY PHONE SBOLo T n S;0\ - 2 NV IN=313.47 UT=310.72 OR Y BUI_DI DISREPAIR) AR TOGA DI OUTH BROAD CONCRET \ \ 1 \ CBCT \ k uMH ENSOR o' STREET ow 2 720 INLET PROTECTION, TYP. INLET PROTECTION, TYP. REMOVE ALL (5) STREET TREES, ASSOCIATED GRATES & CURBS ALONG SOUTH BROADWAY TYP. INLET PROTECTION, TYP. REMOVE EXISTING SIGN & ASSOCIATED WALL / CURBS REMOVE & STOCKPILE ALL (5) STREET LIGHTS ALONG SOUTH BROADWAY FRONTAGE OF PROJECT SITE, TO BE RELOCATED, TYP. SAWCUT ASPHALT PAVEMENT; REMOVE CONCRETE CURB REMOVE CONCRETE PAVING INLET PROTECTION, TYP. REMOVE ASPHALT PAVEMENT 5.1014 PILE REMOVE EXISTING OVERHEAD ELECTRIC AND IMPACTED UTILITY POLES - COORDINATE WITH NATIONAL GRID AND THE CITY OF SARATOGA SPRINGS DEPARTMENT OF PUBLIC WORKS k CBCT \ \ SAWCUT REMOVE & RELOCATE EXISTING HYDRANT, COORDINATE WITH THE CITY OF SARATOGA SPRINGS DEPARTMENT OF PUBLIC WORKS REMOVE CONCRETE CURB & PAVING \ . \I PVC=312 40 MONIT0 9WELL \ \ O CV 1ST INV 6" 2\1CO3"' ONE STORE BUILDIN C) 4) cBR PROJECT LIMIT PROPERTY LINE „MpVly CONCRETE ONELO KBUILDING 1 1 I AIR PUMP 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED "BOUNDARY AND TOPOGRAPHIC SURVEY, LANDS NOW OR FORMERLY OF SARATOGA DINER, INC., PREPARED FOR SARATOGA ECONOMIC DEVELOPMENT CORPORATION, 153 SOUTH BROADWAY AKA U.S. AND N.Y.S. 9", DATED JAN. 12, 2017, AS PREPARED BY C.T. MALE ASSOCIATES. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. 2. PRIOR TO COMMENCING ANY EXCAVATION WORK, 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. 3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY. 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.). EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. 5. LIMIT OF WORK LINE IS NOTED ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF THE CONTRACT LIMIT LINE. ANY AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL MEET LINE AND GRADE OF EXISTING CONDITIONS AT LIMIT OF WORK LINE. IF NO LIMIT OF WORK IS SHOWN, THE PROPERTY LINE SHALL BE THE LIMIT OF WORK. 6. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED. 7. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS, AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE. 8. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUED, CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND STRICTLY ADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDING SHALL BE SECURED BY THE CONTRACTOR AND COORDINATED WITH THE OWNER'S REPRESENTATIVE. 9. ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE RECORDED BY THE CONTRACTOR ON "AS -BUILT DRAWINGS," AS SPECIFIED. 10. STORAGE AREAS FOR THE GENERAL CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE LOCATED WITHIN THE LIMITS OF WORK AS SHOWN ON THE PLANS OR AS APPROVED BY THE OWNERS REPRESENTATIVE. 11. SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A COMPLETE UNDERSTANDING OF THE WORK, OR SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING THE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE, AND IN THE EVENT OF THE CONTRACTOR'S FAILURE TO DO SO, HE SHALL AND WILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED THEREBY. 12. PROVIDE EXPANSION JOINTS AT ALL CURBS, WALLS, STEPS, LIGHT POLE BASES, PULL BOXES, MANHOLES, TRAFFIC CONTROLLER BOXES AND AS SHOWN ON PLAN. 13. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF DEMOLITION, REMOVALS AND OR RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. CONSULT ALL DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE COMMENCING CONSTRUCTION. 15. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. 16. CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED. 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. INLET PROTECTION, TYP. LEGEND PROPERTY LINE CONSTRUCTION LIMIT LINE EXISTING CONTOUR EXISTING STORM LINE EXISTING SANITARY SEWER LINE EXISTING GAS LINE EXISTING OVERHEAD UTILITY EXISTING UNDERGROUND TELEPHONE w EXISTING UNDERGROUND WATER - SAWCUT ASPHALT xxxxxxxxx REMOVE ITEM REMOVE CONCRETE PAVEMENT REMOVE ASPHALT PAVEMENT REMOVE BUILDING STOCKPILE & STAGING AREA STABILIZED CONSTRUCTION ENTRANCE BORING/TEST PIT LOCATION SILT FENCE INLET PROTECTION SF 30 0 10 20 30 Scale: 1" = 30' PROTECTION NOTES: REMOVALS 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. BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES WHICH ARE TO BE PROTECTED OR REMOVED. DO NO CLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM, INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED. 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK OPERATIONS. 7. 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. 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. Planning Board # 18.xxx Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: The LA GROUP Landscape Architecture & Engineering P.C. Peop4. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs fi 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 2014 Prepared for: KCG Development, LLC 11555 N. Meridian St., Suite 400 Carmel, IN 46032 Project Tit/e: 153 South Broadway Redevelopment 153 South Broadway, Saratoga Springs, NY 12866 Project No.: 2016036 Design: MCB Drawn: KMK Ch'k'd: MCB Date: 5/3/2018 Scale: 1"=30' Rev: Description: Date: Drawing Title Site Preparation, Erosion & Sediment Control Plan Drawing No. L-1.0 0 0 0 0 o t0 0 U m M 0 0 0 • m C 0 0 0 M 0 is 2 CL o O N 0 } W N W O O Y n b Tr N 0 0 E O 00 p > d acnLL PATCH ASPHALT PAVING PER THE CITY OF SARATOGA SPRINGS, TYP. PEDESTRIAN CROSSWALK & SIGNAGE BOLLARD LIGHTS, TYP. DETECTABLE WARNING STRIP PEDESTRIAN DROP CURB CANFIELD STREET SEE ENLARGEMENT 'MAIN PLAZA, CANFIELD STREET & SOUTH BROADWAY ON DRAWING L-2.1 SEE ENLARGEMENT 'UNION AVE & CANFIELD STREET ON DRAWING L-2.1 r 1` 1\ 1 1 1 STAMPED CONCRETE, RANDOM ASHLAR PATTERN, TYP. STAMPED CONCRETE, HERRING BONE PATTERN, TYP. 153 SOUTH BROADWAY SEE ENLARGEMENT 'UNION AVE DELIVERY DROP-OFF' ON DRAWING L-2.1 12.00' 1 1 1 1 1 1 44 CONCRETE RETAINING WALL, BY STRUCTURAL ENGINEER PICNIC TABLE, TYP. 0 0 0 0 ASPHALT PAVING PER THE CITY OF SARATOGA SPRINGS DECORATIVE STREET LIGHT PER THE CITY OF SARATOGA SPRINGS STANDARD, TYP. BOLLARD LIGHT, TYP. BENCH, TYP. LAYOUT NOTES 5' WIDE STONE DUST PATHS, TYP. (4) CONCRETE STEPS AND (2) HAND RAILS 6" CONCRETE CURB, TYP. /2 1 1 1 1 CONCRETE RAMP TO LOWER LEVEL PARKING, BY OTHERS ENCLOSED STAIRWELL STRUCTURE, DESIGN BY ARCHITECT 0 0 0 0 0 0 0 0 DROP CURB AT PARKING GARAGE DETECTABLE WARNING STRIP, TYP. ASPHALT PAVING IN LOWER LEVEL OF PARKING GARAGE, BY STRUCTURAL ENGINEER & ARCHITECT 0 0 0 0 a 0 0 GREEN SCREEN ON FACE OF PARKING GARAGE, BY GARAGE ARCHITECT CONCRETE RETAINING WALL WITH GUARDRAIL AT PARKING GARAGE RAMPS, DESIGN BY STRUCTURAL ENGINEER EDGE OF EXISTING PAVEMENT 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. ADDRESS INFORMATION PROPERTY LINE ° t 0 BENCH, TYP. (7) CONCRETE STEPS AND (2) HANDRAILS 6' PRIVACY FENCE AND GATE STRUCTURAL PILLARS FOR GARAGE, BY STRUCTURAL ENGINEER. TYPICAL PEDESTRIAN LOADING CONCRETE PAVING, TYP. ACCESSIBLE PARKING SPACES 10" DEEP 4"-8" ROUND WASHED STONE SEE ENLARGEMENT DELIVERY ENTRANCE, ON DRAWING L-2.1 4 - RAMP TO UPPER LEVEL OF PARKING GARAGE 0 0 4.75 #� Es) < O- CC W 2m } r ^x 0 uj cn 5.50'/ /9.00' TYP. TYP. z J 12' BUILD TC 0 N N 9 L-5.0 z < J 153 SOUTH BROADWAY RESIDENTIAL 1ST FLOOR UNITS 2ND FLOOR UNITS 3RD FLOOR UNITS 4TH FLOOR UNITS 100-118 200-233 300-330 400-429 E --- — — — 0 J 6" CONCRETE CURB, TYP. DECORATIVE STREET LIGHT PER CITY OF SARATOGA SPRINGS STANDARD, TYP. I I I PLANTING BED, TYP. TYPICAL PEDESTRIAN LOADING CONCRETE PAVING, TYP. ASPHALT PAVING PER THE CITY OF SARATOGA SPRINGS STANDARDS, TYP. LEGEND 14444, PROPERTY LINE CONCRETE PAVEMENT CONCRETE PAVEMENT ASPHALT PAVEMENT GRAVEL/STONE DUST PAVING HERRING BONE PATTERN STAMPED CONCRETE RANDOM ASHLAR STAMPED CONCRETE GREEN SCREEN MOUNTED ON EXTERIOR OF PARKING GARAGE BY GARAGE ARCHITECT CONCRETE WALL CONCRETE CURB FLUSH CURB PRIVACY FENCE DECORATIVE RAIL -x—x—x—x—x—x—x—x—x- GREEN SCREEN OPEN TO BELOW 0 BENCH DECORATIVE STREET LIGHT BOLLARD LIGHT ACCESSIBLE PARKING SPACE CO 24.25' d d < d d o d d 0 < 4 00 °d d C ° 0 0 >- w F- 4 24.50' d < °d <d a ° a° d A 11A d xxxxx--x—x—x—x—x--x—x—x—x—x—x—x—x—x—x—x— —=—x——x—=—x—=—x—=—x—x—x—•—•—=—x—=—=—x " CONCRETE CURB VEHICULAR LOADING CONCRETE PAVING, TYP. CONCRETE RETAINING WALL AND GUARDRAIL BY STRUCTURAL ENGINEER UPPER PARKING DECK 30 0 10 20 30 Scale: 1" = 30' ° 7.00' 8.00% TYP.j: / d da q N OPEN TO BELOW ACCESSIBLE PARKING SPACES CONCRETE PAVING ON BRIDGE BY ARCHITECT BRIDGE & HAND RAILS BY ARCHITECT/ STRUCTURAI ENGINEER PEDESTRIAN LOADING CONCRETE PAVING, TYP. 111111111.11110. d VEHICULAR RAMP FROM STREET TO UPPER PARKING DECK Planning Board # 18.xxx Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: The LA GROUP Landscape Architecture & Engineering P.C. Peop4. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs fi 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 2014 Prepared for: KCG Development, LLC 11555 N. Meridian St. , Suite 400 Carmel, IN 46032 Project Tit/e: 153 South Broadway Redevelopment 153 South Broadway, Saratoga Springs, NY 12866 Project No.: 2016036 Design: MCB Drawn: KMK Ch'k'd: MCB Date: 5/3/2018 Scale: 1"=30' Rev: Description: Date: Drawing Title Layout & Materials Plan Overall Drawing No. L-2.0 Vl e N W >, J 0 co 0 co 0 N con 0 0 M 0 cc 2 CL o o�� N 0 } W N woo L-1 al Yin (7 Tr N (/) TYPICAL TYPICAL PEDESTRIAN LOADING CONCRETE PAVING, TYP. ASPHALT PAVEMENT PER CITY OF SARATOGA SPRINGS STANDARD, TYP. (5) CONCRETE STEPS AND (3) HAND RAILS 22.00' TYP. PLANTING BED - k CANFIELD STREET DECORATIVE STREET LIGHTS PER CITY OF SARATOGA SPRINGS STANDARDS, TYP. BIKE SHARE - BIKE RACKS, TO BE PROVIDED BY OTHERS PLANTING BED 37.7 6" FLUSH CURB, TYP. REPAIR ANY DAMAGE TO EXISTING PEDESTRIAN CROSSWALK BIKE RACK, TYP. 0 u; RELOCATED STOP SIGN PLANTING BED 7 O 0 0; LAWN 15100' I 0 1.5‘ 1- %AOS 11 T (3) WOODEN BENCHES MOUNTED ON RETAINING WALL DECORATIVE HAND RAIL tJ 1.0 05.3 RELOCATED STREET SIGN PEDESTRIAN DROP CURB TO ALIGN WITH EXISTING PEDESTRIAN CROSSWALK FLUSH CURB, TYP. DETECTABLE WARNING STRIP, TYP. TRANSITION CURB, TYP. 6" CONCRETE LAWN CURB, TYP. STAMPED CONCRETE, HERRING BONE Lu z_ >- J 1— w 0 0 0 11.75' 5.00' 9.50' STAMPED CONCRETE, RANDOM 1 ASHLAR PATTERN, TYP. L-5.1 Main Plaza - Canfield Ave & South Broadway 24.50' T TYP. UPPER DECK OF PARKING DECK 21501 6" CONCRETE CURB 18.00' ♦ TYP. OPEN TO BELOW PIPE/ 2 0 0 0 0 0 BOLLARD L-5.3 0 0 0 TRANSITION CURB 6" FLUSH CURB, TYP. 0 DECORATIVE STREET LIGHT, TYP. CONCRETE RETAINING WALL, TYP. CONCRETE RETAINING WALL WITH GUARDRAIL MOUNTED ON TOP BY STRUCTURAL ENGINEER VEHICULAR LOADING CONCRETE PAVING, TYP. 10 N 124.75' r L 0 CO ASPHALT PAVEMENT PER THE CITY OF SARATOGA SPRINGS STANDARDS, TYP. DECORATIVE STREET LIGHT, TYP. 6" CONCRETE CURB (2) CONCRETE STEPS PLANTING BED, TYP. STAMPED CONCRETE, RANDOM PATTERN, TYP. TYPICAL PEDESTRIAN LOADING CONCRETE PAVING, TYP. BIKE RACKS, TYP. TRANSITION CURB PATTERN, TYP. INFORMATION KIOSK, BY OTHERS FLUSH CURB ® 6' BENCH, TYP. © CONCRETE ® RETAINING WALL SOUTH BROADWAY (U.S. & N.Y.S. ROUTE 9) 6" CONCRETE CURB, TYP. 6' BENCHES, TYP. DECORATIVE STREET LIGHT, TYP. STAMPED CONCRETE, HERRING BONE PATTERN, TYP. BIKE RACK, TYP. LAWN 500'/5.00'/ / 5.00' STAMPED CONCRETE, HERRING BONE PATTERN, TYP. 11 STAIR TOWER STRUCTURE, BY GARAGE ARCHITECT 10.00' PLANTING BED TYPICAL PEDESTRIAN LOADING CONCRETE PAVING, TYP. VEHICULAR LOADING CONCRETE PAVING, TYP. 6' PRIVACY FENCE AND GATE, TYP. 0 0 PLANTING BED GATE WITH KEY FOB, BY ARCHITECT PLANTING BED \\ \\ \\ DROP CURB AT DRIVEWAY ENTRANCE, TYP. 0 TRANSITION CURB, TYP. TYPICAL PEDESTRIAN LOADING CONCRETE PAVING, TYP. STONE DUST PATH, TYP. LAWN 6" CONCRETE CURB, TYP. TYPICAL PEDESTRIAN LOADING CONCRETE PAVING, TYP. 0 LAWN PARKING GARAGE, BY ARCHITECT AND STRUCTURAL ENGINEER ASPHALT PAVEMENT PER CITY OF SARATOGA SPRINGS STANDARDS, TYP. Union Ave Delivery Drop Off 7.00' 4.00' 5.00' 0 N N 6" CONCRETE CURB, TYP. VEHICULAR RAMP TO UPPER LEVEL OF PARKING GARAGE WITH VEHICULAR LOADING CONCRETE PAVING, TYP. DETECTABLE WARNING STRIP, TYP. DROP CURB AT DRIVEWAY ENTRANCE, TYP. EXISTING ASPHALT SURFACE TO REMAIN CONCRETE RETAINING WALL WITH GUARDRAIL ON TOP, BY STRUCTURAL ENGINEER Broadway Entrance & Delivery Drop Off TRANSITION CURB, TYP. 'STOP' SIGN, TYP. TYPICAL PEDESTRIAN LOADING CONCRETE PAVING, TYP. LAWN 5.00' 00 . • 4 SOUTH BROADWAY (U.S. & N.Y.S. ROUTE 9 BOLLARD LIGHTS, TYP. BENCH, TYP. CONCRETE RETAINING WALL, BY STRUCTURAL —114 -- ENGIN EER ENGINEER GREEN SCREEN ON SIDE OF PARKING GARAGE, BY GARAGE ARCHITECT STAMPED CONCRETE, HERRING BONE PATTERN, TYP. BENCH, TYP. DECORATIVE STREET LIGHT, TYP. PEDESTRIAN DROP CURB & DETECTABLE WARNING STRIP, TYP. TRANSITION CURB, TYP. LAWN g!;) -0 Union Ave & Canfield Street PEDESTRIAN CROSSWALK AND SIGNAGE TYP. TYPICAL PEDESTRIAN LOADING CONCRETE PAVING, TYP. 6" CONCRETE CURB, TYP. VEHICULAR LOADING ASPHALT PAVING, TYP. LEGEND 0 PROPERTY LINE CONCRETE WALL CONCRETE CURB TRANSITION CURB _ _ _ = FLUSH CURB TYPICAL PEDESTRIAN LOADING CONCRETE PAVEMENT VEHICULAR LOADING CONCRETE ASPHALT PAVEMENT GRAVEL/STONE DUST PAVING HERRING BONE PATTERN STAMPED CONCRETE ASHLAR , RANDOM PATTERN STAMPED CONCRETE 0 0 0 PRIVACY FENCE DECORATIVE RAIL —X X X GREEN SCREEN -1*1- O BENCH DECORATIVE STREET LIGHT BOLLARD LIGHT 10 5 0 2 4 6 810 Scale: 1" = 10' Planning Board # 18.xxx Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: The LA GROUP Landscape Architecture & Engineering P.C. Peop4. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs fi 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 2014 Prepared for: KCG Development, LLC 11555 N. Meridian St. , Suite 400 Carmel, IN 46032 Project Tit/e: 153 South Broadway Redevelopment 153 South Broadway, Saratoga Springs, NY 12866 Project No.: 2016036 Design: MCB Drawn: KMK Ch'k'd: MCB Date: 5/3/2018 Scale: 1"=10' Rev: Description: Date: Drawing Title Layout & Materials Plan Enlargements Drawing No. L-2.1 0 lU m tV a m do L NI U ro 0 0 m n ° 0 2 M 0 a0 � O N p } W N W O O Yin (7 >, N e 0 co° �Z n cnLL c CANFIELD STREET n ` In 9 In { In +1n +n5 A A A A A C A +n '11 0.7 +0.4 +0.4 0, 1.0 +0.5 +0.4 +0.7 8 +1.0 +0.5 +0.3 +0.4 1 +0.7 +0.3 +0.2 5 +0.4 +0.2 +0.1 M 3 +0.3 +0.2 +0.2 0.3 +0.3 +0.3 1.3 +0 7 +1.8 +0 8 +0.4 +0 9 +2.8 +2 3 +1.5 +1 D.1 3.1 u., 0.2 I 3.2 ).2 0. I I • +0.8 +0.6 0.0 0.0 0.0 1. 0.1 0.2 1 +0.1 +0.1 '0.1 '0.4 +0.1 +0.1 +0.7 + . 1.1 +1.8 +1.2 +1.5 +1.0 +1.4 rn Q w 0 O Q O • CC CO CO Z D - °2S OUj• VEHICLE MANEUVERING PLAN GARBAGE TRUCK USING SU -40 PER AASHTO 2011 cxxxxxim66166®® '0.1 +0.8 +2. .2 0.3 0.0 ° 1.9 '0.0 +0.0 0.3 +0.1 +0.P 0.9 +0.8 +0.6 +1.1 +1.6 +1.0 +0.7 +1.8 +1.6 +1.4 +2.0 +0.8 0.3 1.7 +1.2 +1.5 +O.F +O.F 1.0 +0.8 +0.5 0.4 2.2 +1.7 +0.4 +0.2 +0.4 +1.3 +0.3 +0.2 3 +0.3 +0.3 1 +0.4 +R 1 co co rn rn rn rn rn 0 0 0 0 +0.5 'Err 0000.00ECXXXX50 %XXX% XXX ..... ........ 1.1 1.6 1.8 +1.1 12 +0.9 +0.5 +D_5 +0.4 0.2 12 +0.2 RAMP TO UPPER LEVEL OF y 1 PARKING GARAGE, SEE INSET v/ PROPERTY LINE LIGHT SCHEDULE SYMBOL QUANTITY MANUFACTURER CATALOG #, DESCRIPTION LAMP NUMBER OF LAMPS LUMENS PER LAMP WATTAGE . 26 BEGA CONVERTED BY LUMCat V 19.02.2015/ 29.08.2017 77 753 K3 77753 LED 7,2W 1 411 10 -4 11 STERNBERG LIGHTING A850SRLED 41RC45T5 M DLO3 56 LEDS 1 6343 64.900 4 BEGA NORTH AMERICA 99596 ROADWAY LUMINAIRE 2 9343 152.600 NOTE: LIGHTING CALCULATIONS PROVIDED BY POINT SOURCE GROUP INC. VEHICLE MANEUVERING PLAN GARBAGE TRUCK AND RESTAURANT DELIVERIES USING SU -40 PER AASHTO 2011 LEGEND - - PROPERTY LINE CONCRETE WALL CONCRETE CURB FLUSH CURB PRIVACY FENCE DECORATIVE RAIL -X-X-X-X-X-X-X-X-X- GREEN SCREEN OPEN TO BELOW ° rx --x-=x- -xx--x=x=x=x=x=x=x=x=- -=x--x=x=x=x=x==x=x=x=x=x=--=x=x 0.2 2 0.2 0.2 0.3 0.3 >f PARKING ID NUMBER DECORATIVE STREET LIGHT BOLLARD LIGHT PARKING DECK LIGHT FOOT CANDLE CALCULATION + + + + + + + + + + + + + + + 0.5 0.6 0.6 0.6 0.6 0.5 0.4 0.3 0.3 0.5 0.6 0.6 0.6 0.6 0.5 + + + + + + + + + + + + + + 0.8 0.9 1.1 1.1 1.0 0.8 0.5 0.3 0.5 0.8 0.9 1.1 1.1 0.9 0.5 +1.1 +1.6 J.7 +1.3 +1.9 +0.7 +1.4 +2.0 0.7 '1.3 '1.8 1 et 0.1 jj/ 02 + + + + + + + + + + + + + + + 0.7 1.2 1.5 1.7 1.7 1.5 1.2 0.8 0.5 0.8 1.2 1.5 1.7 1.7 1.5 1.2 3 +0.7 +1.2 '1.5 +1.7 +1.7 +1.5 +1.2 '0.8 +0.5 +0.8 +1.2 '1.5 +1.7 +1.7 +1.5 +1.2 + 0.7 +1.3 +1.8 Q7 +1.4 +2.0 0.7 +1.3 +1.9 0.5 +1.1 +1.6 +1.8 *1.3 +2.0 +1.4 152) 169) Cl 6-11) +1.9 +1.3 0.7 +1.6 +1.1 Y0.4 0.8 0.9 1.1 1.1 0.9 0.8 0.5 0.3 0.5 0.8 0.9 1.1 1.1 0.9 0.8 .2 1 + + + + + + + + + + + + + + + + 0.3 0.5 0.6 0.6 0.6 0.6 0.5 0.3 0.3 0.4 0.5 0.6 0.6 0.6 0.6 0.5 PROPERTY LINE +0.3 0.2 0 0.2 0.1 1 OPEN TO BELOW a1 L 1 - UPPER UPPER PARKING DECK 30 0 10 20 30 Scale: 1" = 30' Planning Board # 18.xxx Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: The LA GROUP Landscape Architecture & Engineering P.C. Peop4. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs fi 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 2014 Prepared for: KCG Development, LLC 11555 N. Meridian St. , Suite 400 Carmel, IN 46032 Project Title: 153 South Broadway Redevelopment 153 South Broadway, Saratoga Springs, NY 12866 Project No.: 2016036 Design: MCB Drawn: KMK Ch'k'd: MCB Date: 5/16/2017 Scale: 1"=20' Rev: Description: Date: Drawing Title Lighting, Parking & Vehicle Manuevering Plan Drawing No. L-2.2 OI U m 00 co 0 0 V m con 0 0 M is 2 a o O M0 } W N UJCI- oo Y Tr E m m E L-1 ID p > 2 acnLL CB TF=309.95 WYE INTO EXISTING 10" SANITARY SEWER EXISTING INV.: 305.13' CB TF=310.57 18" HDPE INV OUT=307.42 DMH RIM=310.99 INV IN=303.69 18" INV THRU=303.07 DMH RIM=310.65 18" HDPE INV IN=304.25 24" HDPE INV IN=304.25 18" INV THRU=303.16 CB TF=310.36 CONC=307.36 NO VISIBLE PIPES IF=514.14 WYE INTO EXISTING 10" SANITARY SEWER EXISTING INV.: 305.61' CB TF=309.94 CMP INV OUT=307.16 OMH / 37 LF OF 6" SANITARY SEWER © 2.0% TC 310.7' BC 310.2' TC 311.8' BC 311.3' TC 311.95' BC 311.45' 1 TC 311.3' BC 310.8' TC 311.2' BC 310.7' C6 YD -9 (6" 0) RIM: 315.0' INV. IN: 312.3' INV. OUT: 312.2' oto TC311.3' TC311.35' BC 310.8' I \ BC 310.85' 311.3' U� TC 312.0' BC 311.5' 312.10' r' EE ENLARGEMENT 'MAIN PLA A, CANFIELD STREET & SOUTH BROADWAY' ON DRAWING L-3.1 FOR SPOT GRADES IN THIS AREA 1 • ■ 20LFOF6" I HDPE @ 1.0% 312.60' n 70LFOF6" HDPE @ 1.0% 1 DMH RIM=310.56 ALL 12" CMP'S INV IN=306.26 12" INV THRU=302.46 TC 310.95' BC 310.45' 310.7' Cf2' TC 311.8 DM RIM=310.9 (A)12" INV IN=304.9 (B)12" INV IN=303.5}7 \ DMH 12" INV OUT=303..x_ MH -2 RIM: 310.9 cB INV. IN (S): 304.80' INV. IN (E): 304.52' CB-� INV. OUT: 304.52' TF=311." - DIVERSION STRUCTURE RIM: 310.5' INV. IN (N): 306.7' INV. IN (E): 306.7' INV. OUT(S): 305.6' INV. OUT(W): 306.54' DOGHOUSE MANHOLE RIM: 310.8 INV. IN: 304.30' INV. THRU: 304.10' BC 311.3 38 LF OF 12" HDPE © 0.5% 30 LF OF 12" HDPE @ 1.0% 312.05' \311.4' \311.5'/ 1 DWI RIM 314.44 24" DPE INV IN=308. (A) 8" HDPE INV IN=3( (B) 8" HDPR INV IN=3( 18" CP INV OUT=304. DMI RIM 24" 18" 24" 314.56 DPE INV IN=309.: DPE INV IN=309.E DPE INV OUT=300 CORE INTO EXISTING MANHOLE INV. IN: 311.5' CBCI - TF=314.60 18"INV OUT=N/A 1=314.84 1�" PVC INV IN=309.44 2 " HDPE INV IN=309.89 2 " HDPE INV OUT=309.84 311.78' 311.88' 313.0' NC( -YD -8 (6" 0) RIM: 314.75' INV. IN: 312.6' INV. OUT: 312.5' SEE EN\LARGEMEN 'UNION AVE DELIVERY ENTRANCE' ON DRAWING L-3.1 FOR SPOT GRADES IN THIS AREA YD -6 RIM: 309.75' INV. IN (N):307.25' INV. IN (E): 307.06' INV. OUT: 306.96' 112 LF OF 12" HDPE © 0.5% YD -10 RIM: 309.6' INV. IN (S):305.1' INV. IN (E): 306.5' INV. OUT: 305.1' 151 LF OF 12" HDPE @ 1.0% CBCT YD -5 RIM: 311.4' INV. IN: 308.7' INV. OUT: 308.6' 312.35 312.4' TW 312.75' BW 312.5' YD -7 (6" 0) RIM: 314.75' INV. OUT: 312.6' TS 312.5' BS 309.0' 38 LF OF 12" HDPE © 2.0% OUTLET CONTROL STRUCTURE RIM: 310.8 INV. IN: 305.6' INV. OUT: 305.5' 140LFOF12" d) HDPE @2.0% CB -5 RIM: 309.3 ®j INV. IN (S): 307.0' INV. IN (E): 307.0' I INV. OUT: 306.9' 46LFOF15" N HDPE @ 1.67% 114 LF OF 12" HDPE @ 1.0% YD -4 RIM: 311.8' INV. IN: 309.3' INV. OUT: 309.3' TW 312.75' BW 309.0' ROOF LEADER INV. OUT: 311.0' TC 316.25' BC 315.75' TS 317.35 BS 316.35' FFE 317.5 1 1 1 318.8' UNDERGROUND INFILTRATION CHAMBERS BOTTOM OF CHAMBERS: 305.5' TOP OF CHAMBERS: 308.0' FFE 319.0 TC 312.2' BC 311.7' 312.2' 312.15' W 312.00' 311.00' TS 311.00' BS 309.00' 1,500 GALLON GREASE TRAP FFE 319.0 318.0' 319.0' 318.8' TC 317.15' BC 316.65' 317.27' TC 317.15' BC 316.65' 317.25' TC 317.4' BC 316.9' TF=315.06 6" X 12" TAPPING SLEEVE WITH THRUST BLOCK I � 6" D.I. WATERLINE CONNECTION CB TF=315.90 18" HDPE INV IN INV IN=310.80 INV OUT=310.5C CORE INTO EXISTING MANHOLE INV. IN: 310.8' CBCT \ TC 317.65' BC 317.15' 88LFOF12" 7 - HDPE @ 2.0% - -:J TW 317.5' 2.7°4 r / BW 315.5' � !I ROOF LEADER INV. OUT: 314.55' 311.72' (E) TW 317.5' BW 317.75' 0) 23LFOF8" j HDPE @ 3.0% BW 309.25' 311.56' E TW 312.5' W 312.0' TW 316.0' 7 BW 315.5' TW 316.0' BW 315.0' CBCI TF=317.56 Flll 1 OF SNOW CBCIAND ICE BCTC 318.5' / TC/BC 3181, 319.0' B TC/BC 318.0' 318.16' 317.66 (E) 317.89 (E) PROPERTY LINE sT INV 6" PVC. --313. 54 GRADING NOTES: 6" PVC UNDER BLACKTOP ALONG BUILDING FACE DMH RIM=311.41 (A)12" INV IN=308.11 CBR TF=313.52 FULL OF WATER SILT=310.5± CB -1 RIM: 317.75 INV.IN:313.85' INV. OUT: 313.75' 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED "BOUNDARY AND TOPOGRAPHIC SURVEY, LANDS NOW OR FORMERLY OF SARATOGA DINER, INC., PREPARED FOR SARATOGA ECONOMIC DEVELOPMENT CORPORATION, 153 SOUTH BROADWAY AKA U.S. AND N.Y.S. 9", DATED JAN. 12, 2017, AS PREPARED BY C.T. MALE ASSOCIATES. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. 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. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 25. 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, MAN HOLES, 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. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT (VERTICAL) ON 2 FOOT (HORIZONTAL). CBCI TF=316.74 CBCI TF=317.28 CORE INTO EXISTING MANHOLE INV. IN: 312.0' FIRE HYDRANT ASSEMBLY I I I I 6" X 12" TAPPING SLEEVE WITH THRUST BLOCK LEGEND 850 852 857 PROPERTY LINE CONSTRUCTION LIMIT LINE EXISTING CONTOUR MAJOR CONTOUR MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED SPOT ELEVATION ST UD W PROPOSED STORM DRAIN PROPOSED UNDERDRAIN PROPOSED WATER LINE PROPOSED CATCH BASIN / MANHOLE PROPOSED YARD DRAIN PROPOSED FIRE HYDRANT 310 VERTICAL DROP TO LOWER LEVEL ST ST PARKING DECK VERTICAL DROP IM TO LOWER LEVEL / ST DRAIN ST j PARKING DECK ST DRAIN VERTICAL DROP TO LOWER LEVEL ST ST PARKING DECK DRAIN ST ST PARKING DECK DRAIN DRAINAGE PIPE, TYP. ST PARKING DECK DRAIN ST PARKING DECK DRAIN .. X% X% X% X% X% X% X% X% X% X% X% X% X% X% X% X 76, co 31.8 z UPPER PARKING DECK 30 0 10 20 30 Scale: 1" = 30' Planning Board # 18.xxx Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: The LA GROUP Landscape Architecture & Engineering P.C. Peop4. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs fi 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 2014 Prepared for: KCG Development, LLC 11555 N. Meridian St. , Suite 400 Carmel, IN 46032 Project Tit/e: 153 South Broadway Redevelopment 153 South Broadway, Saratoga Springs, NY 12866 Project No.: 2016036 Design: MCB Drawn: KMK Ch'k'd: MCB Date: 5/3/2018 Scale: 1"=30' Rev: Description: Date: Drawing Title Grading, Drainage & Utility Plan Drawing No. L-3.0 / 315.0' 10.4% 310.45' FFE 310.5 311.25' FFE 311.5 399-F-310 310.3' 310.7' / - 1 1- 310.45' ST 2 S k / 4.8%1 309.0' 311.3'(E) P/) 309.8' TC 312.3' BC 311.8' I 311.2' (Al '-1 M TC 312.2' BC 311.7' \ TW 312.0' BW 311.5' -0 730 2m Union Ave Delivery Drop Off 3'\,3 TC 314.7' BC BC 314.2' TW 317.5' BW 314.8' 317.5' TS 316.7' BS 314.8' 316.8' TW 317.5' BW 317.05' \ 2% 4.5% no TW 317.25' BW 315.1' 3% 1% TC 315.2' BC 314.7' 315.3' 315.3' 315.4' is is ,s 315.3' + 317.05' TW 317.5' 2.3% T BW 317.05' 1% TW 317.5' BW 317.2' M FFE 317.5 317.0' 316.7' 315.7' 1 %g �cT TT x -\\ TW 317.25' 2.2% BW 315.8' 316.7' 316.46' 1.6% 316.6' 315 Main Plaza - Canfield Ave & South Broadway 10 5 0 2 4 6 810 Scale: 1" = 30' LEGEND TW 317.5' BW 315.9' op 6 x cT 1 5% 315.7' TW 317.25 BW 315.8' TW 317.5' W 317.5' BW 316.1' 1 2.4% 316.6' 317.2' BW 316.7' TW 317.9' / BW 316.2' TC 315.85' BC 315.35' TC 316.1' / BC 315.6' TC 315.34' BC 314.84' (E) CB TF=314.84 10" PVC INN, 24" HDPE IP 24" HDPE IP TC 315.42' BC 314.92' (E) TC 315.6' BC 315.1' 312 850 852 850 852 /- 857 PROPERTY LINE --ST- PROPOSED STORM DRAIN CONSTRUCTION LIMIT LINE UD PROPOSED UNDERDRAIN EXISTING CONTOUR w PROPOSED WATER LINE MAJOR CONTOUR MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED SPOT ELEVATION Planning Board # 18.xxx Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: The LA GROUP Landscape Architecture & Engineering P.C. Peop4. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs fi 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 2014 Prepared for: KCG Development, LLC 11555 N. Meridian St., Suite 400 Carmel, IN 46032 Project Tit/e: 153 South Broadway Redevelopment 153 South Broadway, Saratoga Springs, NY 12866 Project No.: 2016036 Design: MCB Drawn: KMK Ch'k'd: MCB Date: 5/3/2018 Scale: 1"=10' Rev: Description: Date: Drawing Title Grading Enlargements Drawing No. L-3.1 1 5 TC 5 GT 21 28 11 17 4 Ig 14 13 Jh LAw� LAWN mss. a%� opOA Vp '‘oo.o 8 Jh 1 Vp 14 Vine Mix 1 4 Ig 14 CC 1 UA 2 VINE MIX 1 2 ANNUALS Pm 11 ANNUALS VINE MIX 1 Sb VINE MIX 1 2 TC 2 UA VINE MIX 2 Pm 16 Jh 5 Fg ANNUALS ti co PLANTING NOTES: \ 2 GT VINE MIX 2 PROPERTY LINE 0 Fg 74 hk UA LEGEND PLANT LIST PROPERTY LINE SHRUBS / PERENIALS GROUND COVER / VINES DECIDUOUS TREE ORNAMENTAL TREE LAWN 30 0 10 20 30 Scale: 1" = 30' SYM. QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES GT 8 Gladitsia tricanthos v. inermis Thornless Honeylocust 2"-2 1/2"cal. B&B TC 6 Tillia cordata 'Greenspire' Greenspire Linden 3"-3 1/2"cal. B&B UA 5 Ulmas americano'Valley Forge' Valley Forge American Elm 3"-3 1/2"cal. B&B ORNAMENTAL TREES MA 11 Malus'Adirondack' Adirondack Crab Apple 1 1/2" cal. B&B CC 6 Cercis canadensis Eastern Redbud 1 1/2" cal. B&B SHRUBS Vp 10 Viburnum plicatum var. tomentosum 'Maressii' Maries Doublefile Viburnum 30"-36" ht. Ha 13 Hydrangea arborescens Annabelle Hydrangea 18"-24" ht. Ig 20 Ilex glabra Compact Inkberry 18"-24" ht. Sb 31 Spirea bumalde 'Anthony Waterer' Anthony Waterer Spirea 18"-24" ht. Ca 54 Cornus Alba Red Twig Dogwood 18"-24" ht. Rh 3 Rhododendrom 'PJM' PJM Rhododendron 18"-24" ht. lv 24 !tea virginica 'Little Henry' Yaku Princess Rhododendron 18-24" ht. Hp 4 Hydrangea paniculata'Grandiflora' Grandiflora Hydrangea 18"-24" ht. Jh 87 Juniper Horizontalis Juniper 18"-24" ht. spacing 36" oc Fg 12 Fothergillia gardenii Dwarf Fothergillia 24"-30" ht Pm 11 Philadelphus 'Mini Snowflake' Mini Snowflake Mockorange 18"-24" ht Or 12 Obtusifolium var. regelianum Regal Privet 18"-24" ht PERENNIALS / GRASSES rf 56 Rudbeckia fulgida Black-eyed Susan #2 cont. am 57 Astilbe 'Montgomery' Montgomery Meadow Sweet #2 cont. hk 74 Hemerocallis'Kwanso' Kwanso Daylilly #2 cont. spacing 24" oc ac 199 Aster cordifolius Blue Wood Aster #2 cont. spacing 12" oc VINES cg 118 Campis grandiflora Chinese Trumpet Creeper #2 cont. spacing 12" oc pq 118 Parthenocissus quinquefolia Virginia Creeper #2 cont. spacing 12" oc II 118 Lathyrus latifolius Perennial Sweet Pea #2 cont. spacing 12" oc Ih 57 Lonicera henryi Henryi Honeysuckle #2 cont. spacing 12" oc ha 57 Hydrangea anomala Climbing Hydrangea #2 cont. spacing 12" oc hh 61 Hedera helix English Ivy #2 cont. spacing 12" oc 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 'FULL', 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. 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. 7. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 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. 13. 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. 14. 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. 15. 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. 16. 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. 17. 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. 18. 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. 19. 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. 20. ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: 20.1. 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. 20.2. 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" 21. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR. 22. 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. 23. 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. 24. 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: COMMON NAME PROPORTION BY WEIGHT GERMINATION MINIMUM CREEPING RED FESCUE 50% 85% OR CHEWINGS FESCUE KENTUCKY BLUEGRASS 25% PERENNIAL RYE 25% PURITY MINIMUM 95% 85% 90% 90% 90% 25. 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 #20 78 95 #40 67 87 #60 48 78 #100 40 75 #200 28 63 #270 22 55 .002 2 7 PH RANGE ORGANIC MATTER MAGNESIUM PHOSPHORUS POTASSIUM SOLUBLE SALTS 5.2-7.0 4%-6% 35LB. PER AC 75LB/AC 85LB/AC NOT TO EXCEED 500 PPM VINE MIX 1: TO BE COMPRISED OF EQUAL PARTS OF THE FOLLOWING PLANTS HEDERA HELIX LATHYRUS LATIFOLIUS PARTHENOCISSUS QUINGUEFOLIA CAMPIS GRANDIFLORA VINE MIX 2: TO BE COMPRISED OF EQUAL PARTS OF THE FOLLOWING PLANTS HYDRANGEA ANOMAIA LATHYRUS LATIFOLIUS LONICERA HENRY! PARTHENOCISSUS QUINGUEFOLIA CAMPIS GRANDIFLORA Planning Board # 18.xxx Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: The LA GROUP Landscape Architecture & Engineering P.C. Peop4. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs fi 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 2014 Prepared for: KCG Development, LLC 11555 N. Meridian St. , Suite 400 Carmel, IN 46032 Project Title: 153 South Broadway Redevelopment 153 South Broadway, Saratoga Springs, NY 12866 Project No.: 2016036 Design: MCB Drawn: KMK Ch'k'd: MCB Date: 5/16/2017 Scale: 1"=20' Rev: Description: Date: Drawing Title Landscape Plan Drawing No. L-04 ogaSprings\2016036CAD\L-5.0S ite Detai Is.dwg 0 ct < o M y in co ro >- ww° 2 a_ < nC7 T y1 N m m E O 0N d � Z CL (/) z Co 8' MIN. 0 0 0 0 1 0 0 LOT 0 0 0 0 3" 0 0 ROADWAY 0 0 0 0 0 0 0 CONCRETE WASHOUT CONSTRUCTION SPECIFICATIONS: STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC LINING 10 MIL PLASTIC LINING STRAWBALES STAKED NOTE: WOOD OR METAL STAKES (2 PER BALE) 1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT. INTO GROUND 2. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. 1. STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MIN. WOULD APPLY. 3. THICKNESS- NOT LESS THAN SIX (6) INCHES. 4. WIDTH- TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. GEOTEXTILE- WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. EDGE OF EXISTING ROADWAY SCALE: NTS 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. o Z D,D o O O o O O o o cg_ o o O'oO 0 0 0' %C2SCD0 o 0 e 0 09, 0 0 U c, ° 0 O_ ,-,p Q 0 c p o0 p 00000 oCJO 0 0G0 0 0 0 QOC 0 O00 0 Q00 0 0 0 0 a te° a8 0Doa8 o o� o_ 7% O Oo 0 pQo 0 0 50'-0" 0 o�0 00 0 0 c:b=a) CD 0 oi oo 00 0 0 00 (7)o 0 o c 0 0 0 ) (moo 0 O (off 0 o o_QQ ° o ��` 0 0 O 0 8 0 °,5=8 000Q4 „„ 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 STONE MATERIAL OVER COMPACTED SUBGRADE STABILIZED CONSTRUCTION ENTRANCE SCALE: NTS NOTES: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. 3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. 4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE. TEMPORARY STOCKPILE SCALE: NTS 2"X4" WOOD FRAME z -III III l 11171111 BURIED FABRIC BURIED FABRIC CONSTRUCTION SPECIFICATIONS: 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2" X 4" WOOD OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET. 4. SPACES STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACK-FILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A 2"X4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. INLET PROTECTION - FINISHED LAWN AREAS INLET GRATE STEEL FRAME FOR BAG REMOVAL FROM INLET 1 w 0 O J w ISOMETRIC VIEW J z SCALE: NTS 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 AREAS 10' MAX. Q TO Q 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND FABRIC HT. PERSPECTIVE VIEW SCALE: NTS 36" MIN. FENCE POST FILTER FABRIC; FASTENED SECURELY TO FENCE POSTS W/ STAPLES FILTER FABRIC FLOW z N z V EMBED FILTER CLOTH MIN. 6" INTO GROUND SECTION CONSTRUCTION SPECIFICATIONS: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE 6' MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. SILT FENCE SCALE: NTS 0 1- 1- o_ Lu 0 CO Q w 0 0 Ct CD CO w i■■■■■■■■■■■■■■■■i 111111117 TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407-0102 DILUTED BINDER COURSE - NYSDOT ITEM 402.198902 - 19F9 H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG -64-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR ASPHALT PAVEMENT TOP COURSE BINDER COURSE PAVEMENT KEY PROPOSED PAVING NOTES: 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING 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 COMMENCING PAVING OPERATIONS. PAVEMENT TOP BINDER GRAVEL ESAL TYPE COURSE COURSE COURSE LEVEL PARKING11/2„ 2" 8" <0.3 LOT MILLION STANDARD11/2" 3" 12" <0.3 ROADWAY MILLION EXISTING PAVING SCALE: NTS KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT TO REMAIN 0 -MI s,�00 �.� a 00 0 Q o.0 oC7o `10 . j Oleg �0 0 0 o o 0 C=3 , -Cr C 0. Dop oQo, 0� .o a o 00 .o Q� Ooao OTCF C=J o :a C3°CiQ o. a 1-/2" MINIMUM DEEP KEY INTO EXISTING PAVEMENT BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO s WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER TYPE 1 TYPICAL PEDESTRIAN TRAFFIC LOADING GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. COMPACTED BASE MATERIAL COMPACTED SUBGRADE SCALE: NTS BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO s WOVEN WIRE MESH EXCEPT A.O.B.E. 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER TYPE 2 VEHICLE TRAFFIC LOADING ACROSS DRIVEWAYS GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD 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. *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. CONCRETE PAVEMENT ON GRADE SCALE: NTS Planning Board # 18.xxx Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: The LA GROUP Landscape Architecture & Engineering P.C. Peop[e. 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 2014 Prepared for KCG Development, LLC 11555 N. Meridian St. , Suite 400 Carmel, IN 46032 Project Title: 153 South Broadway Redevelopment 153 South Broadway, Saratoga Springs, NY 12866 Project No.: 2016036 Design: CMI Drawn: KMK Ch'k'd: MCB Date: 10/05/17 Scale: NTS Rev: Description: Date: Drawing Title Site Details Drawing No, L-5.0 3 0 OI _ 0 0 0 0 m 0 n i 0 0 0 0 O M O Q N ;UJ�- N a Yin (7 m m E O N � � Z O NEW BRICK - HERRINGBONE ASHLER STONE - RANDOM CONCRETE STAMPING EXPANSION JOINT FINISH GRADE JOINT SEALANT PER SPEC. 6 x 6 - W6.0 x W6.0 WELDED WIRE FABRIC WITH 12" MIN. LAP SPLICES & 3" BOTTOM CLEARANCE PREMOLDED EXPANSION JOINT FILLER NOTES: 1. CONTRACTOR SHOULD PROVIDE 6'X6' MOCK PANEL TO BE INSPECTED AND APPROVED BY OWNER OR OWNERS REPRESENTATIVE 2. COLOR AND TEXTURE TO BE COORDINATED WITH BUILDING ARCHITECT PRIOR TO MOCK UP PANEL BEING CONSTRUCTED. 3. COLOR AND TEXTURE TO BE ACHIEVED BY COLORED HARDENERS, IMPRINT TOOLS, POWDER ANTIQUING AND SEALING. EXPANSION JOINTS TO OCCUR 20' 0.0. MAX OR AS SHOWN ON PLANS & AT ALL CURBS, WALLS, PIERS & WHERE SHOWN ON PLANS OR OTHER DETAILS. 1/8" JOINT CONTROL JOINT CONCRETE PVMT. EXPANSION/SCORE JOINT STONE DUST PATH DETAIL SCALE: NTS SAWCUT JOINT WHERE SHOWN ON PLANS 6 x 6 - W6.0 x W6.0 WELDED WIRE FABRIC WITH 12" MIN. LAP SPLICES & 3" BOTTOM CLEARANCE TOOLED JOINT 5' 0.0. OR AS SHOWN ON PLANS & OTHER DETAILS OR TO MATCH EXIST. SCORE JOINTS. TOOLING SHALL ALSO OCCUR AROUND ENTIRE PERIMETER OF CONCRETE PAVEMENT. 5' WIDE STONE DUST PATH 4" STONE DUST (CRUSHER FINES) COMPACT TO 90% STANDARD PROCTOR NYSDOT SEPARATION FABRIC (MIRAFI 160N) COMPACTED SUBGRADE NOTE: PROVIDE CLEAN SQUARE EXPANSION JOINTS SPACED CORNER WHERE BITUMINOUS ALONG CURB 10' 0.0. MAX. WALK ABUTS CURB O 0 •\/�\/�\//� 9 ° $6 P o • 40 0 0 • FULL CURB AT LAWN 6" CONCRETE CURB FINISH GRADE; BITUMINOUS OR LAWN, SEE PLANS CAST -I N -PLACE CONCRETE CURB SEE CONCRETE SPECIFICATION GRAVEL COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR CONCRETE SIDEWALK FINISHED GRADE SCALE: NTS 1/2" RADIUS FINISH GRADE N.T.S 4,000 PSI CAST -IN-PLACE CONCRETE CURB 6" 6" 6" FLUSH CURB IN PAVING 3/4" PREMOLDED EXPANSION JOINT 1/4" RADIUS PAVEMENT NOTE: EXPANSION JOINTS LOCATED ALONG CURB 10" O.C. MAX. COMPACTED GRAVEL BASE NYSDOT SECT. 304, TYPE 2 POURED -IN-PLACE CONCRETE CURB SEE CONCRETE SPECIFICATIONS GRAVEL COMPACTED TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR FULL CURB AT SIDEWALK SCALE: NTS 1 TRANSITION CURB 5'-0" no _ t IIIIII III III III III III III 11Th I_ III SECTION CURB END TRANSITION OBLIQUE CONCRETE WHEEL STOP 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 5' MSN. NOTES: 1. ANCHORED BY (2) 3/4" STEEL RODS, 18" LONG 2. REINFORCED BY 4-3/8" DEFORMED #3 BARS 3. WEIGHT, APPROX. 275 LBS. SCALE: NTS 4" 10" SECTION CONCRETE APRON SEE CONCRETE SPECIFICATIONS TURF \N 6" CONCRETE CURB RADIUS5'� \4,, DROP CURB AT PARKING GARAGE DETAIL 1 DOME — A B 0 0 0 0 0 0 0 0 0 O 00000 O 000000 O 000000 0000000 O 00000 A 1'-0" B PLAN -TILE 0000 00000000 000 0000000 00 00000 O o_ 000 0 O o 000 00 00000 000 0000000 0000 00000000 0000000000000 0000 00000000 000 0000000 0000000 O 0 000 0 O \ o 1 000 O O O O O O O DETAIL 1 DETECTABLE WARNING TRANSITION CURB BOTH SIDES 1-1/2" REVEAL STREET WARPED PAVEMENT AREA (TYP. BOTH SIDES) 1'-0" O SECTION A -A INTERNAL EMBEDMENT FLANGE AT 3" C/C I 10/16" 0 HOLE THROUGH EMBEDMENT FLANGES (2 PER FLANGE) k\ SECTION B -B DOME O 1 10/16" OHOLE THROUGH EMBEDMENT FLANGES (2 PER FLANGE) NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. FOR CUSTOM SIZING CONTACT MANUFACTURER. 4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT WWW.CAD DETAILS.COM/INFO/REFRENCE NUMBER 681-001A. Armor -Tile Tactile Systems ENGINEERED PLASTICS, INC. 1 (800) 682-2525 300 INTERNATIONAL DR., SUITE 100 PHONE: (716) 626-3626 WILLIAMSVILLE, NY FAX: 1 (800) 769-4463 USA, 14221 www.armor-tile.com SCALE: NTS SCALE: NTS SCALE: NTS TURF ONCRETE SIDEWALK DETECTABLE TEXTURE WARNING tiltr HEAVY BROOM FINISH 1/4" REVEAL (MAX) 6" CURB (TYP.) '-6" MIN. 3' TRANSITION CURB PEDESTRIAN CURB RAMP - TYPE 1 AT GRASS STRIP N.T.S. PEDESTRIAN CURB RAMP mi • 6-0" MIN. (SEE PLAN) • • CONCRETE SIDEWALK DETECTABLE TEXTURE WARNING 4i 1/4" REVEAL (MAX.) HEAVY BROOM FINISH (TYP.) 6' MIN. 3' TRANSITION CURB 3' TRANSITION CURB PEDESTRIAN CURB RAMP - TYPE 2 CROSSWALK N.T.S. NOTE: MAX SLOPE IN MAIN RAMP MEASURED PERPENDICULAR TO CURB SHALL BE 1:12. SCALE: NTS i PEDESTRIAN CROSSWALK a as ALIGN EDGE OF PAVEMENT WITH LIMIT OF ACCESSIBLE PARKING a *CROSSWALK TO MEET DRIVE EDGE AT FLUSH CURB. SCALE: NTS NOTE: MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING AND/OR STRIPED AREA SHALL NOT EXCEED 1:50 (2%) u CENTER CONCRETE WHEEL STOPS WITHIN PARKING SPACE A FREE STANDING "NO PARKING" SIGN TO MEET ANSI STDS. (12X18" MIN. SIZE. 4'0" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). O 0 ANSI STANDARD HANDICAP SYMBOL NO -PARKING STRIP PAINTED WITH 4" DIAGONAL LINES 1 tf.UU' TYP. a° FREE STANDING VAN ACCESSIBLE SIGN TO MEET ANSI STDS. (4'0" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). SIGN SHALL NOT BE OBSCURED BY A VEHICLE IN THIS SPACE. NOTE: PROVIDE 1 ACCESSIBLE SPACE IN EVERY 25 PARKING SPACES UP TO 100, 1 HANDICAP SPACE IN EVERY SPACES OVER 100. (AS PER N.Y.S. BLDG. CODE). 4" WIDE PARKING LINES PAINTED WHITE 8.00' OL L O TYP. ACCESSIBLE PARKING NOTES: ALL PAINT TO BE COLOR BLUE AND AS SPECIFIED THE NEW SYMBOL DOES NOT MATCH THE HISTORICAL ADA STANDARDS, BUT SLIGHT VARIATIONS ON THE HISTORICAL SYMBOL ARE PERMISSIBLE UNDER SECTION 103 WHEREAS THE SYMBOL CLEARLY DISPLAYS A WHEELCHAIR AND SIGNIFIES ACCESSIBILITY. Planning Board # 18.xxx SCALE: NTS Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p. 518-587-8100 Saratoga Springs J. 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 2014 Prepared fora KCG Development, LLC 11555 N. Meridian St. , Suite 400 Carmel, IN 46032 Project Title: 153 South Broadway Redevelopment 153 South Broadway, Saratoga Springs, NY 12866 Project No.: 2016036 Design: CMI Drawn: KMK Ch'k'd: MCB Date: 10/05/17 Scale: NTS Rev: Description: Date: Drawing Title Site Details Drawing No. L-5.1 ._e•_-_�. - _-_-_��_�_�����I��a1® yx yx yx yx x x k x , � 1I1E1I1=III-1I1E1I1E1I1E1I1 III III -III 1I1E1I1 1I1E1I1 III III 1I1E1I1E1I1E1I1=III II1E1I1 III-1I1=III III II1E1 I 1E1 =111=111=111 -111=111=111=111=111=111=111=111=111 -111=111=111=111=111=111=111=111=111 -111=111=111=111=111=111=111-111=1 11= 1=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11= 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111=111=111=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1= 1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1 � 1=1 � 1=1 � 1=1 � 1=1 � 1=1 � 1=1 � 1=1 � 1=1 -111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-1 I I- 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111-1 0 N ▪ I 0 0 U 0 0 0 0 C0 0 0 0 I O co j <¢ o 0 co;- 0 -0 m E E O 0tU � � Z O s 0 CJ) U BUILDING FACADE 17,0' 1.5% SCUPPERS FOR WATER TO DRAIN INTO STORMWATER PLANTER 4' HT DECORATIVE RAIL TO MATCH ARCHITECTURE 0 0 316.8' 15'-0" 15" WIDE, CONCRETE RETAINING WALL WITH BENCH SEAT MOUNTED ATOP —6" FLUSH CURB 1-0" \1Al 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=� 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I =1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I -1 11-1 1-1 Elm Elm Elm Elm Elm 1-1 11-1 1-1 I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I 0 0 DECORATIVE CONCRETE PAVING WITH STAMPED ASHLAR PATTERN MAIN ENTRY PLAZA SECTION BENCH MOUNTED TO CONCRETE STEM WALL 3" MULCH 1'-3" 7'-9" STORMWATER PLANTER 1% 0 0 0 0 0 6" FLUSH CURB - 1'-3" -III -III -1.. =1111111111 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11_. -1 I I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-111 I11 I11 I11 I111-1 1-1 I111-111-111-111-111-111-111-111-111-11 I11 I11 I11 I1 � � �-� � �-� � � � iiiiiiiiiiIIIIIIIIIIIIIII—III—III—III- 10'-0" CONCRETE PAVING IN PLAZA 2" THICK STONE CAP 1%" THICK STONE VENEER TO MATCH ARCHITECTURE 12" WD. REINFORCED CONCRETE CORE #4'S © 12" 0.C. HORIZ. E.F. #4'S @ 12" 0.0. VERT 4"0 PERFORATED PIPE. CONNECT TO AREA DRAIN AS INDICATED ON GRADING PLAN. DRAINAGE STONE WRAPPED IN FILTER FABRIC #4'S W/10" HOOK @12"0.0. 2" X 4" KEYWAY (3) #5'S #4 @ 24" 0.0. FILL JOINTS SOLID WITH MORTAR 1" CAVITY FILLED SOLID WITH MORTAR • • • • • • • • • • -• • • • -• rit fikieiWiPieiei6i�i� OOPS PROPS i 00ii OS 0 M _ 2'-3" 6" CONCRETE RETAINING WALL AND BENCH 3/4" SQUARE PICKET 4' HIGH COMMERCIAL GRADE ALUMINUM FENCE, SPECRAIL S3 -ESSEX T —\ 0 S • H Il Il u Il Il Il zo N 5..f'. • i .r. .. .. DECORATIVE RAIL MOUNTED IN CONCRETE WALL CD CONCRETE PAVING SCALE: NTS SCALE: NTS HAND RAIL F.G. CONC. SIDEWALK THICKENED EDGE, TYP. i���� 9���� ��� �� > i � i i�i i ���� � �� -1 I1-1-1 I-1-1 I1-1-1 I I1-111=1 1=1-1 I-1 I I-1 I-1 I-1 1-1 I-1 II -1 II I-1 I-1- g=1 I, 1-1 11-1 11-1 1-1 11-1 1-1 11-1 1-1 11-1 1-1 11-71=1 tg I I-1 I I-1 I-1 I I-1 I-1 I I-1 I-1 I I-1 I-1 I I-1 I-1 I I-1 I-1 I I-1 I-1 I I-1 I I-1 1=—=—I I I-1 I-1 11=1 I I-1 -III—III—III—III—III—III—III—III—III—IIITTT—�—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—�—III—III—III—T—I I I- 20'-0" PLANT BED F.G. CONC. SIDEWALK d a 4 ��c=! �,9 a.• •—•—•--•—•A 0 -:Y III I 1 1-d p _ IIIII I II I Ii 11= —III—III III—III—III- 4 — III III—III IIIIII—III- 'EI I I � IIIIIIIIIIIII � �� � � I I III—III III III I �- 112 -0" 1 1 1 ` 111 II111= TYP. IIIIll IISI. 111 11111 i1' 1 I d I I — c CONC. STAIR FOOTING, TYP. -III I 1 WASH TREAD TO DRAIN @ 1/4"/FT., TYP. d 4 1 1 II 1 II I IIII1 CONCRETE STEPS AND HAND RAIL PYRAMID CAP, TYP. NOTE: ALL COMPONENTS PVC 5" X 5" FRAME/POSTS TYP. FINISH GRADE 8' MAX. CENTER ON POSTS INTERLOCKING FENCE PANEL .875" X 6" SLATS, TYP. 1.5" X 5.5" TOP RAIL, TYP. • 11 111 111 111 111 111 1 I I III—III—III—III 11 111 1.5" X 5.5", METAL REINFORCEMENT CHANNEL INCLUDED IN BOTTOM RAIL, TYP.-1 11 SII � 11 1.- 1 1111111 'OITIII- UNDISTURBED SUBGRADE, TYP. 15"0 3,000 PSI CONCRETE FOOTING SLOPE TOP a"/FT. ON ALL POSTS, TYP. PRIVACY FENCE & GATE SCALE: NTS 4'-5" CENTER ON POSTS 4'-0" r —m—m—m—m7,71 fl—m—m- GATE SCALE: NTS 2 O I% III=III=III=III=III=III=III=III=III=III-III-III-I-I-I-I-III—I �- � -� �- ,-,, III I I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11= 1=1=1=1=1 I=1 11-11 I=I I 1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1 III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III- Ell I-11 I-11 I-1 I I-11 I-11 I-11 I-1 I I-11 I-11 I-11 I-1 I I-11 I-11 I-11 I-1 I I-11 I-11 I-11 I-1 I I-11 I-11 I-11 I-1 I I-11 I-11 I-11 I-1 I II 1E1 I la I I-''' III'''-II-I-II-II--II-I-'''-III-I- I- I- II- I- II-II-II--II-III-III-II-III-III-III— I I 5'-0" 9'-0" —/ /- SIDEWALK LAWN 6" CONCRETE CURB GRADE TO MEET EXISTING 314.7' (E) EXISTING ASPHALT ROAD SCALE: NTS Planning Board # 18.xxx Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p. 518-587-8100 Saratoga Springs J. 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 2014 Prepared fora KCG Development, LLC 11555 N. Meridian St. Suite 400 Carmel, IN 46032 Project Title: 153 South Broadway Redevelopment 153 South Broadway, Saratoga Springs, NY 12866 Project No.: 2016036 Design: CMI Drawn: KMK Ch'k'd: MCB Date: 10/05/17 Scale: NTS Rev: Description: Date: Drawing Title Site Details Drawing No. L-5.2 o g aS p ri n g s\2016036 CA D\ L-5.0S i to D et a i I s. d wg NOTES: z 2 q v 4 44 A 2 d a CONCRETE DOME CAP 6" SCH.40 IRON PIPE FILLED W/ 3000 PSI CLASS A CONCRETE SLOPE FOR DRAINAGE .__/- 4 4 a a 4 a 4 4 a 3000 PSI CLASS A CONCRETE DO NOT SEAL PIPE BOTTOM PIPE BOLLARD CRUSHED GRAVEL NYSDOT TYPE 2 CONCRETE BASE TO BE FLUSH IN ALL SIDEWALK AREAS PROVIDE EXPANSION JOINT. FINISHED GRADE SIDEWALK AREAS z iii -iii -iii �� III IIII.1 =I III 11111 d d d a d a a -4 Q a d WHITE REFLECTIVE SHEETING PAINT BOLLARDS HIGH VISIBILITY FLUORESCENT YELLOW -GREEN PROVIDE 5 CLEARANCE BETWEEN BOLLARD AND BUILDING ACCESS STRIPING DETAIL SCALE: NTS II \-6 d= d a 11 4 C BOLLARD FOOTING 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 2. THE OWNER / DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB -21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE AND GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY INTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. 17" DIA. BASE, 12"DIA BOLT CIRCLE, DIAMOND PATTERN, FOUR Z" x 18" ANCHOR BOLTS Oi r�/i/ �� see OW pee Spy ea; III ;III III 1-111-__111-111-11 �I • MIt z N 2'-0" DIA. / BOLLARD LIGHT AS PER SPECIFICATIONS ANCHOR AS PER MANUFACTURERS RECOMMENDATIONS 1" CHAMFER IN ALL LAWN OR PLANT BED AREAS FINISHED GRADE LAWN AREAS REMOVE SONOTUBE TO A MINIMUM DEPTH OF 6" BELOW PROPOSED FINISHED GRADE CONDUIT, BY OTHERS SEE SPECIFICATIONS ANCHOR BOLTS AS PER MANUFACTURERS RECOMMENDATION POURED CONCRETE BASE, 3000 PSI 6" COMPACTED GRAVEL BASE COMPACTED SUBGRADE GROUND ROD, AS PER MANUFACTURERS RECOMMENDATION SCALE: NTS CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE 4ARC22T5-MDLO3 LED: 64 WATT 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER ACRYLIC ACORN LENS 5T TWIST LOCK FITTER DRIVER COMPARTMENT ELECTRONIC PHOTOCELL (STREET SIDE) 4" - 3" DIA. TAPERED POLE, .125 WALL THICKNESS, 6063-T6 STRUCTURAL GRADE ALUMINUM POLE WELDED FOR SINGLE UNIT CONSTRUCTION BLACK FINISH ACCESS DOOR CATALOG NUMBER: PT-D650SRLED-5T-4AR22T5- M D L03 -A -P E C/4214T4/B K 17" DIA. BASE WITH 0.750" FLOOR THICKNESS, FOUR ANCHOR BOLTS AND ONE GROUND STUD. 2" CHAMFER • �4 DECORATIVE STREET LIGHT 44. C. 4 n v 4 •�O\ 4 \� 4 4 'VI %%%SSIKSS D 4 20" / FINISHED GRADE ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURERS RECOMMENDATION 2" PVC SCHEDULE 40 NO DIRECT BURIAL GROUND ROD PER N.E.C. 4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FROM 20" DIA. UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD PROCTOR SCALE: NTS VECTOR STANLEY, HNC. 1114 Maruafacturers of Quality Site Furnishings since 1962 - COPYRIGHT 2009 VICTOR STANLEY, INC. ALL RIGHTS RESERVED REV. 6117109 DRAWN L.D.L. 2008-604 PRS -10 \ / PRODUCTION SERIEST"' (10) 2" x 3" (NOMINAL) SLATS 1-718" TUBULAR STEEL CROSS MEMBERS 114" x 2" SOLID STEEL BRACING CONTOURED WOOD SLAT BENCH SHOWN: STANDARD 6 -FOOT LENGTH 72.114" CLEARANCE FOR 112" ANCHOR BOLTS 71-114" CENTER -TO -CENTER VICTOR STANLEY BENCH 88" 0 rr (r 9 1/2" EMBED MOUNT FRONT VIEW P.O. DRAWER 330 - DUNKIRK, MD 20754 USA TOLL FREE: (800) 368-2573 (USA & CANADA) TEL (301) 855-8300 - FAX (410) 257-7579 WEB SITE: HTTP:11WWW.VICTORSTANLEY.COM AVAILABLE OPTIONS: POWDER COATING 11 STANDARD COLORS, CUSTOM COLORS (INCLUDING THE RAL RANGE) SLAT TYPES WOODS: PHILIPPINE MAHOGANY AND IPE. RECYCLED PLASTIC SLATS COLORS: GRAY, MAPLE, CHERRY, AND WALNUT (NOT AVAILABLE IN 8' LENGTH) INTERMEDIATE & CENTER ARMRESTS 4', 6', & 8' AVAILABLE WITH OPTIONAL ARMRESTS LENGTHS STANDARD 4' STANDARD 6' LENGTH SHOWN STANDARD 8' NOTES: 1. DRAWINGS NOT TO SCALE. DO NOT SCALE DRAWINGS. 2. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED, AND ELECTROSTATICALLY POWDER -COATED WITH T,G,I.C, POLYESTER POWDER COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL CREVICES AND BUILD COATING FILM. COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S SPECIFICATIONS. THE THICKNESS OF THE RESULTING FINISH AVERAGES 8-10 MILS (200-250 MICRONS). 3. IT IS NOT RECOMMENDED TO LOCATE ANCHOR BOLTS UNTIL BENCH IS IN PLACE. THIS VICTOR STANLEY, INC. PRODUCT MUST BE PERMANENTLY AFFIXED TO THE GROUND. CONSULT YOUR LOCAL CODES FOR REGULATIONS. 4. ANCHOR BOLTS NOT PROVIDED BY VICTOR STANLEY, INC. 5. FOR HIGH SALT ABUSIVE CLIMATES, HOT DIP GALVANIZING BEFORE POWDER COATING IS AVAILABLE. SEE WRITTEN SPECIFICATIONS FOR DETAILS. 6. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOR DETAILS. 7. THIS PRODUCT IS SHIPPED PARTIALLY UNASSEMBLED. 2 3/8" 4" HOLE SURFACE MOUNT CORE DRILLED MOUNT IN EXISTING CONCRETE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 4238-014. BIKE RACK SEE NOTES SEE NOTES SEE NOTES STOP SEE NOTES FOR SPECIFICATIONS GALVANIZED POST & BREAKAWAY HARDWARE APPROVED BY CITY TRAFFIC DEPARTMENT ELEVATION BASE POST DRIVEN INTO GROUND (CONCRETE SHALL NOT BE USED) NOTES: 1. ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO FINAL PLANNING BOARD APPROVAL. PHYSICAL LIMITATIONS AND/OR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIAL CONSTRUCTION METHODS AS DETERMINED IN THE FIELD. 2. POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND MOUNTING HEIGHT. 3. ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS MANUFACTURED BY 3M OR APPROVED EQUAL AND SHALL MEET THE LATEST RETROREFLECTIVITY REQUIREMENTS. 4. SIGNS TO BE INSTALLED WITHIN THE SARATOGA COUNTY RIGHT OF WAY SHALL BE REVIEWED AND APPROVED BY THE SARATOGA COUNTY COMMISSIONER OF PUBLIC WORKS. TRAFFIC SIGN SCHEDULE SCALE: NTS SCALE: NTS NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. SCHEDULE SCALE: NTS 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' CEDAR STAKES, 3 PER TREE. STAKES TO BE 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) 3" HT. PLANTING MIX SAUCER 3" DEPTH PINE BARK MULCH; PULL MULCH AWAY FROM TRUNK. AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE DECIDUOUS TREE PLANTING SCALE: NTS NOTES: • TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. • NEVER CUT A LEADER. • TREE SHALL BE PLUMB & STRAIGHT. INSTALL 3 GUYS PER TREE EQUALLY SPACED AROUND ROOTBALL. ATTACH 1/8" GALV. STEEL CABLES @ 2/3 HEIGHT OF TREE. PROVIDE REINFORCED RUBBER HOSE TO ENCASE CABLE AROUND TRUNK. SECURE ALL ENDS OF CABLE W/ GALV. CLAMPS. 4" GALV. TURNBUCKLE EA. CABLE 3" 0 X 2'-0" CEDAR STAKES, 3 PER TREE, DRIVEN IN AT A 25° ANGLE; STAKES TO BE OUTSIDE OF TREE PIT. 3" HT. PLANTING MIX SAUCER 3" DEPTH PINE BARK MULCH; PULL MULCH AWAY FROM TRUNK. AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE EVERGREEN TREE PLANTING SCALE: NTS • SPACE SHRUBS AS INDICATED ON PLANS uummmnunmm11numnnln I -I 1 I 111 11 °uIIIIIIIIIIIIIIpIIIIIIIIIIIIIIIIII SHRUB PLANTING DETAIL 3" DEEP MULCH 3" HT. PLANTING MIX SAUCER CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL AMENDED BACKFILL SCARIFY SUBSOIL TO MIN. 4" DEPTH SCALE: NTS Planning Board # 18.xxx Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: 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 2014 Prepared for KCG Development, LLC 11555 N. Meridian St. , Suite 400 Carmel, IN 46032 Project Tit/e: 153 South Broadway Redevelopment 153 South Broadway, Saratoga Springs, NY 12866 Project No.: 2016036 Design: CMI Drawn: KMK Ch'k'd: MCB Date: 10/05/17 Scale: NTS Rev: Description: Date: Drawing Title Site Details Drawing No. L-5.3 LETTER APPROX. SIZE M.U.T.C.D. TEXT SIZE TYPE OF SIGN NO. A B C D E F STOP SEE M.U.T.C.D. SEE M.U.T.C.D. SEE M.U.T.C.D. SEE M.U.T.C.D. SEE M.U.T.C.D. 4" HT x30" 6.25 S.F. 12"x18" 3.00 S.F. 12"x18" �� 30"x30" 6.25 S.F. 30"x30" 6.25 S.F. 30"x24" 4.00 S.F. RI -IC P4 -6C P -I -I R3 -15C W5 -IC `R RESERVED PARKING 6 lS , RKIN ANY ME TI4-P DO NOT�� 1 1 ENTER J /FED. CROSSING SYMBOL , DO NOT CROSSWALK NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. SCHEDULE SCALE: NTS 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' CEDAR STAKES, 3 PER TREE. STAKES TO BE 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) 3" HT. PLANTING MIX SAUCER 3" DEPTH PINE BARK MULCH; PULL MULCH AWAY FROM TRUNK. AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE DECIDUOUS TREE PLANTING SCALE: NTS NOTES: • TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. • NEVER CUT A LEADER. • TREE SHALL BE PLUMB & STRAIGHT. INSTALL 3 GUYS PER TREE EQUALLY SPACED AROUND ROOTBALL. ATTACH 1/8" GALV. STEEL CABLES @ 2/3 HEIGHT OF TREE. PROVIDE REINFORCED RUBBER HOSE TO ENCASE CABLE AROUND TRUNK. SECURE ALL ENDS OF CABLE W/ GALV. CLAMPS. 4" GALV. TURNBUCKLE EA. CABLE 3" 0 X 2'-0" CEDAR STAKES, 3 PER TREE, DRIVEN IN AT A 25° ANGLE; STAKES TO BE OUTSIDE OF TREE PIT. 3" HT. PLANTING MIX SAUCER 3" DEPTH PINE BARK MULCH; PULL MULCH AWAY FROM TRUNK. AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE EVERGREEN TREE PLANTING SCALE: NTS • SPACE SHRUBS AS INDICATED ON PLANS uummmnunmm11numnnln I -I 1 I 111 11 °uIIIIIIIIIIIIIIpIIIIIIIIIIIIIIIIII SHRUB PLANTING DETAIL 3" DEEP MULCH 3" HT. PLANTING MIX SAUCER CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL AMENDED BACKFILL SCARIFY SUBSOIL TO MIN. 4" DEPTH SCALE: NTS Planning Board # 18.xxx Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: 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 2014 Prepared for KCG Development, LLC 11555 N. Meridian St. , Suite 400 Carmel, IN 46032 Project Tit/e: 153 South Broadway Redevelopment 153 South Broadway, Saratoga Springs, NY 12866 Project No.: 2016036 Design: CMI Drawn: KMK Ch'k'd: MCB Date: 10/05/17 Scale: NTS Rev: Description: Date: Drawing Title Site Details Drawing No. L-5.3 o g aSprings \ 201 6036CA D\ L-6.0_U t i I i ty D eta i I s. d wg \ \\\\\\� NOTES: GRADE #30 ROOFING FELT THRUST BLOCK SECTION A -A PLAN (TYP.) \//i / /i\// / //\�/ WATER MAIN (OR SEWER FORCE MAIN) CONCRETE THRUST BLOCK SCHEDULE 4,000 P.S.I UNDISTURBED SOIL NOTE: RETAINING GLANDS ACCEPTABLE FOR USE AS APPROVED BY CITY ENGINEER. 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. 81 WHERE: 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 6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. (MEDIUM CLAY) 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 THRUST BLOCK DETAIL FINISHED GRADE-\\ z } FULL LENGTH OF PIPE CENTERED ON SEWER LINE co z WATER LINE SANITARY OR STORM SEWER *SEE NOTE SCALE: NTS NOTE: (REFERENCE -"TEN STATE STANDARDS") WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10,' EDGE TO EDGE. IF MINIMUM CANNOT BE MAINTAINED, WATER 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 PIPED, 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. UTILITY CROSSING DETAIL SCALE: NTS INSIDE FACE OF MANHOLE MORTAR AFTER INSTALLATION OF HOLDING BOOT ALUMINUM ALLOY KORBAND 2" PROJECTION INTO M.H. AT PIPE SPRINGLINE FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED HOLE STAINLESS STEEL BAND CLAMP FORM NEW CEMENT INVERT FROM NEW PIPE TO EXISTING M.H. INVERT. TOP OF BASE SLAB M INVERT z PRECAST CONCRETE BASE SECTION / 3'-0" MAX. CONNECTION TO EXISTING MANHOLE DETAIL PIPE r- WASH 2"± PER FOOT SAWED HALF PIPE SECTION B -B CHANNEL DEPTH 0.8 PIPE I.D. INVERT CONCRETE BENCHWALL 4,000 PSI MIN. A ALIGN 0.8 DEPTHS OF DIFFERENT SIZE PIPES 2"± PIPE PROJECTION rINTO MH, TYP. ONE-WAY INVERT 0.8 I.D. MANHOLE BENCHWALL A 1 PLAN MULTIPLE INVERT 1/2" PER FOOT (MIN.) PITCH ACROSS MH A FORM SMOOTH CURVE FORM SMOOTH CURVE STANDARD INVERT SECTION A -A SMOOTH DROP INVERT FILLET FINISHED GRADE SCALE: NTS INVERT IN 0.10' (MIN.) - 2'-6" (MAX.) INVERT OUT 1' 24" 2" MIN. MANHOLE FRAME & COVER CAMPBELL NO. 1032 OR EQUIVALENT PRECAST CONCRETE GRADE EXTENSIONS RINGS SET IN FULL BED OF NON SHRINK GROUT LIQUID LEVEL 4 6" 0 PVC SANITARY TEE (TYP.) f SCALE: NTS 1,500 GALLON HEAVY DUTY PRECAST GREASE TRAP BY FORT MILLER OR APPROVED EQUAL 2" MIN. HIGH DENSITY POLYETHYLENE PIPE GASKET AT ALL PIPE CONNECTIONS WATERPROOF ALL JOINTS WITH ELASTOMERIC JOINT FILLER ASPHALT BITUMASTIC COATING ENTIRE 62, �o 7� �o 7s� 8a o 7 a o a a°B &Lo G° o &La � � s 8 Irr elm- n- IFfr 5Pco .o �g o o oo o0 oa oo oa � oo oe oo oo 12" CRUSHED STONE SUBBASE UNDISTURBED SUBGRADE 24"0 MANHOLE FRAME AND COVER 6"0 OUTLET GREASE TRAP EXTERIOR SURFACES SCALE: NTS Planning Board # 18.xxx Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed 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 2014 Prepared fora KCG Development, LLC 11555 N. Meridian St., Suite 400 Carmel, IN 46032 Project Tit/e: 153 South Broadway Redevelopment 153 South Broadway, Saratoga Springs, NY 12866 Project No.: 2016036 Design: Drawn: Date: Rev: I<MK Ch'k'd: 10/05/17 Scale: Description: Date: CMI MCB NTS Drawing Title Utility Details Drawing No. L-6.0 TEE 90° (1/4) BEND 45° (1/8) BEND 22-1/2° (1/16) BEND 11-1/4° (1/32) BEND PIPE SIZE INCHES AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS D x L D x L D x L 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 1.0 x 2.0 12 12.7 3.5 x 3.5 18.0 4.0 x 4.5 9.7 2.5 x 4.0 5.0 2.0 X 2.5 2.5 1.5 x 2.0 THRUST BLOCK DETAIL FINISHED GRADE-\\ z } FULL LENGTH OF PIPE CENTERED ON SEWER LINE co z WATER LINE SANITARY OR STORM SEWER *SEE NOTE SCALE: NTS NOTE: (REFERENCE -"TEN STATE STANDARDS") WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10,' EDGE TO EDGE. IF MINIMUM CANNOT BE MAINTAINED, WATER 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 PIPED, 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. UTILITY CROSSING DETAIL SCALE: NTS INSIDE FACE OF MANHOLE MORTAR AFTER INSTALLATION OF HOLDING BOOT ALUMINUM ALLOY KORBAND 2" PROJECTION INTO M.H. AT PIPE SPRINGLINE FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED HOLE STAINLESS STEEL BAND CLAMP FORM NEW CEMENT INVERT FROM NEW PIPE TO EXISTING M.H. INVERT. TOP OF BASE SLAB M INVERT z PRECAST CONCRETE BASE SECTION / 3'-0" MAX. CONNECTION TO EXISTING MANHOLE DETAIL PIPE r- WASH 2"± PER FOOT SAWED HALF PIPE SECTION B -B CHANNEL DEPTH 0.8 PIPE I.D. INVERT CONCRETE BENCHWALL 4,000 PSI MIN. A ALIGN 0.8 DEPTHS OF DIFFERENT SIZE PIPES 2"± PIPE PROJECTION rINTO MH, TYP. ONE-WAY INVERT 0.8 I.D. MANHOLE BENCHWALL A 1 PLAN MULTIPLE INVERT 1/2" PER FOOT (MIN.) PITCH ACROSS MH A FORM SMOOTH CURVE FORM SMOOTH CURVE STANDARD INVERT SECTION A -A SMOOTH DROP INVERT FILLET FINISHED GRADE SCALE: NTS INVERT IN 0.10' (MIN.) - 2'-6" (MAX.) INVERT OUT 1' 24" 2" MIN. MANHOLE FRAME & COVER CAMPBELL NO. 1032 OR EQUIVALENT PRECAST CONCRETE GRADE EXTENSIONS RINGS SET IN FULL BED OF NON SHRINK GROUT LIQUID LEVEL 4 6" 0 PVC SANITARY TEE (TYP.) f SCALE: NTS 1,500 GALLON HEAVY DUTY PRECAST GREASE TRAP BY FORT MILLER OR APPROVED EQUAL 2" MIN. HIGH DENSITY POLYETHYLENE PIPE GASKET AT ALL PIPE CONNECTIONS WATERPROOF ALL JOINTS WITH ELASTOMERIC JOINT FILLER ASPHALT BITUMASTIC COATING ENTIRE 62, �o 7� �o 7s� 8a o 7 a o a a°B &Lo G° o &La � � s 8 Irr elm- n- IFfr 5Pco .o �g o o oo o0 oa oo oa � oo oe oo oo 12" CRUSHED STONE SUBBASE UNDISTURBED SUBGRADE 24"0 MANHOLE FRAME AND COVER 6"0 OUTLET GREASE TRAP EXTERIOR SURFACES SCALE: NTS Planning Board # 18.xxx Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed 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 2014 Prepared fora KCG Development, LLC 11555 N. Meridian St., Suite 400 Carmel, IN 46032 Project Tit/e: 153 South Broadway Redevelopment 153 South Broadway, Saratoga Springs, NY 12866 Project No.: 2016036 Design: Drawn: Date: Rev: I<MK Ch'k'd: 10/05/17 Scale: Description: Date: CMI MCB NTS Drawing Title Utility Details Drawing No. L-6.0 oga_ Springs \2016036CAD\L-6.0 UtilityDetails.dwg 1 PIPE LENGTH (18'-0" MIN.) PROPOSED FINISHED GRADE OR EXISTING GROUND LINE (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. EXCAVATION BACKFILL AND COMPACTION PER CITY OF SARATOGA SPRINGS STANDARDS Ir _ 000rdt V.; •0O 7/ ••I 0OIO /o07,i,(2° COO COorr;II i 0000 • COO i 0000 �7O/•o OoVr,/oOo OP: 000 a —III iii—III iii - - II IIni iICm" III m IIII III –tn111i-111- 1 i 1 w 0 U z TELESCOPIC PATTERN VALVE BOX PER CITY OF SARATOGA SPRINGS STANDARDS PROPOSED 12"x6" TAPPING SLEEVE AS INDICATED ON THE PLANS — EXISTING 8" DUCTILE IRON PIPE WATER MAIN AC CRUSHED STONE PIPE BEDD NG, AS SPECIFIED 12" X 12" SOLID PRECAST — CONCRETE BLOCKS (6" MIN. THICK) d O 4 4 4 4 4 11111 III= II= IIA I =1 I 0 0 000bo 'I'Oi''Gb• 1 11= 3,000 PSI MIN. CAST -IN-PLACE CONCRETE THRUST BLOCK — UNEXCAVATED/ UNDISTURBED EARTH MECHANICAL JOINT TAPPING VALVE & M.J. RETAINER GLANDS PER CITY OF SARATOGA SRPINGS STANDARDS CONNECTION TO EXISTING WATER MAIN DETAIL SARATOGA STD. MUELLER CENTURION A-423 W/4" STORZ CONNECTION 3'-6" MIN. 2'-6" MIN. PREFERRED AS FAR AS POSSIBLE 2'-6" PREFERRED BREAK FLANGE LOWEST PART OF BOLTS TO BE A MIN.\'/\\��\�� 1-1/2" ABOVE F.G. AND" A MAX. 8" ABOVE F.G. POLYETHELENE OR BUILDING PAPER CRUSHED STONE SIZE 1 AND 1A DRAIN 1'-6" MIN. 5'-0" MAX. LO z 0 >/ 0 w > D o CO Er) 0 0 z w w 0 0 FINISHED GRADE PREFERRED AS CLOSE AS POSSIBLE FLUSHED WITH \i_ PAVEMENT OR 1" REVEAL IN TURF AREAS ■■■■■■■■■■■■■■■■■■FEJT 0.0 °°' •' ° O 0o00 • ° 0.0 O 8 e °0g /0 ,,,y/9 7 o..co? VALVE BOX (TELESCOPE PATTERN) 3/4" TIE -ROD FOR THRUST RESTRAINT (ONE EACH SIDE) OR RETAINER GLAND A.O.B.E. BOQ i/ °o 0 ° O° 6" M.J. GATE VALVE (SARATOGA STD. -MUELLER A-2360) TIE ROD 0 w 0 LU LU 0 0 z 2 0 SCALE: NTS NOTES: 1. MAINS SHALL BE VALVED TO ENSURE THAT WATER FLOW IS NOT INTERRUPTED TO MORE THAN TWO HYDRANTS AT ANY GIVEN TIME. 2. ALL HYDRANTS AND VALVES SHOULD OPEN RIGHT. PAINT SCHEDULE: SIZE OF MAIN 6" 8" 10" 12" 14" 16" 20" 24" MAIN CONCRETE THRUST BLOCK 3,000 p.s.i. (NOT REQ'D IF R.G. OR TIE RODS ARE USED) BEDDING, PIPE ZONE BACKFILL TYPICAL TO TRENCH DETAIL REQ'D. COLOR OF BONNET & CONNECTOR COVERS BLUE GREEN, FOREST BROWN GRAY, BATTLESHIP GREEN, LIGHT ORANGE BLACK YELLOW COCNRETE THRUST BLOCK 3,000 p.s.i. (TYP.) M.J. ANCHORING TEE COLOR OF BARREL YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW 1. HYDRANT DRAINS SHOULD BE PLUGGED. WHEN THE DRAINS ARE PLUGGED THE BARRELS MUST BE PUMPED DRY AFTER USE DURING FREEZING WEATHER. 2. WHERE HYDRANT DRAINS ARE NOT PLUGGED, A GRAVEL POCKET OR DRY WELL SHALL BE PROVIDED UNLESS THE NATURAL SOILS WILL PROVIDE ADEQUATE DRAINAGE. 3. HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR LOCATED WITHIN 10 FEET OF SANITARY SEWERS, STORM SEWERS, OR STORM DRAINS. 4. HYDRANT DRAINS, WHERE ALLOWED, MUST BE ABOVE THE SEASONAL GROUNDWATER TABLE. FIRE HYDRANT THREADED CLEANOUT PLUG FINISHED GRADE FOR UNPAVED AREAS WITHOUT FRAME & COVER CRUSHED STONE (NYSDOT #1) 10" SCALE: NTS LETTERING ON COVER: SAN. SEWER FINISHED GRADE FOR PAVED AREAS WITH FRAME & COVER 1111:x= .04,Iy1y1y1y1y "I.1.1.1.1• 1 --. r FLOW wwwis #5.5s' f f ,:,:,:,:,:,:,:y14 .• SANITARY CLEANOUT SYRACUSE CASTINGS NO.4155 CAST IRON FRAME & COVER (USE IN PAVED AREAS) 1/8 LONG SWEEP BEND 4" SCH-40 6" BUILDING LATERAL SCALE: NTS 45° OR 60° WYE SEWER SERVIC ADAPTOR FITTING IF REQ'D END CAP FOR FUTURE CONNECTION 45° OR 30° BEND AS REQ'D 45° OR 30° BEND AS REQ'D BUILDING SEWER LATERAL SDR 26 PVC SEWER SERVICE CONNECTION - PLAN FINISHED GRADE SLOPE: 2% MIN. (1/4" PER FOOT) 3"± REVEAL PROPERTY LINE, R.O.W. OR EASEMENT LIMIT 2"x 4" PRESSURE TREATED {STAKE SEWER SERVICE DETAIL FINISHED GRADE AS REQ'D TO ADJUST TO FINISHED GRADE. USE PRECAST UNITS 2' 6" AR OP'NI 0 O 82 :33,, 00 0 82 0 O oO OO 00000 °po°o°O 07 ° 43 CONE* `b°0 o0 EXTENSION(S) z ECCENTRIC CONE SECTION M REINFORCED PLASTIC STEPS PER NYSDOT 725-02.01 RISER SECTION NOTE: MANHOLES SHALL MEET AASHTO HS20-44 WHEEL LOADING REQUIREMENTS. BOTTOM SECTION Po. • ll 2 CD CV U 0 N oa 4'-0" I MIN.* 2"pER FO el 4 0 M 0 CO la la la Le NNN . o 0 g8 00 /\ o °0 0 0 9 cC o °p n((1-0 0 0 s 69,0&,00000//\\\� • %i�\/\/\/\/\/.�/ � ° o o C3' o ° o 0 00 00 \/� \/ \. i�i�i�i�i�i 080 ° ° ° 0 0 ' ° 0. G' o ° C° o ° 0 ° 00 00 ° o \, �.�\, SANITARY MANHOLE LAWN RESTORATION TOP SOIL & SEED AS SPECIFIED PVMT. RESTORATION NEW. PVMT., SEE DETAIL 11III Ill 'III '1'Ill 'III '1'Ill �'lll 8" MIN KEY JT. VARIES - AS REQUIRED z io 1-1 1=111=111_="1-1 PIPE 0.D. + 24" MIN. EXIST. PVMT. 2"x 4"x L PRESSURE -TREATED STAKE SET PLUMB AT END OF LATERAL PIPE BEDDING AS REQ'D UNDISTURBED SUB -GRADE SCALE: NTS CAST IRON MANHOLE FRAME AND COVER - CAMPBELL #1016 OR EQUAL, TOP SURFACE CHECKERED AND LABELED "SANITARY SEWER" WITH LIFTING NOTCHES & VENT HOLES AS REQUIRED. (FRAME TO BE SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF PAVEMENT AND FLUSH TO 1/4" BELOW F.G.) PRECAST CONCRETE GRADE RINGS 6" (MIN.) TO 20" (MAX.) NO CONCRETE BRICK SHIM COURSES PRECAST CONCRETE SECTIONS - 4,000 p.s.i. AT 28 DAYS, AIR -ENTRAINED FOR SANITARY MANHOLE, JOINTS BUTYL SEALED - INDUSTRY STD. OR A.O.B.E. FOR SANITARY MANHOLE, BOOT TYPE FLEXIBLE MEMBRANE SLEEVE FOR PIPE TO MEET ASTM SPEC. NO. C-923 (SHOP DRAWINGS REQUIRED) CIRCUMFERENTIAL REINFORCEMENT 0.12 SQ. IN PER LINEAR FT. MIN. 4000 PSI CONCRETE BENCHWELL FOR SANITARY MANHOLE SIZE AND LOCATION OF PIPES AS SPECIFIED 12" CRUSHED STONE - #1 OR #2 NOMINAL SIZE OR GRADATION A.O.B.E UNDISTURBED SUBGRADE OR ADDITIONAL FOUNDATION STONE A.O.B.E. SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PVMT. SUBBASE MAT'L.; REFER TO NEW PVMT. DETAIL BURIED METALLIC IDENTIFICATION WARNING TAPE FINAL TRENCH BACKFILL (SEE NOTE) SCALE: NTS NOTES: 1. FINAL TRENCH BACKFILL 1.a. IN NON -PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE ENGINEER OF RECORD; OTHERWISE IT SHALL BE NYSDOT TYPE 1 (ITEM NO. 304.02). MIN. MOD. PROCTOR DENSITY SHALL BE 85 PERCENT. 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE NYSDOT TYPE 1 (ITEM NO. 304.02). 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 MAX. 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. PLACE 5" MIN. CUSHION MATERIAL ON TOP OF INSULATION PIPE ZONE BACKFILL MIN. 2'-0" WIDE BY 2" THICK INSULATION BOARD, TAPE AT ALL JOINTS PIPE ZONE BEDDING MAT'L ITEM DEPTH MATERIAL NYSDOT TYFE METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. ANGULAR CRUSHED STONE 1 & 2 MECHANICAL COMPACTION PIPE ZONE BACKFILL 12" MIN. COVER CLEAN SAND OR GRAVEL 1 & 2 MECHANICAL COMPACTION FINAL TRENCH BACKFILL VARIES SEE NOTE SEE NOTE MECHANICAL COMPACTION PIPE TRENCH -SECTION SCALE: NTS FINISHED GRADE AS REQ'D TO ADJUST TO FINISHED GRADE. USE PRECAST UNITS 2'-6" CLEAR OPENING 0 82 89 Q'' 0 0 0 82 0 ° O o0 °o CO °Po°o°O C3 OO8, CONE* \�/ //\ EXTENSIONS) ` /// /\//\/ ECCENTRIC z CONE --bo //\// SECTION j �// � \\/%y// \\j\\\Pu /� REINFORCED PLASTIC NON -SLIP STEPS PER NYSDOT 725-02.01 RISER SECTION BOTTOM SECTION Q 2 ifl 2 CAST IRON MANHOLE FRAME AND COVER LABELED "STORM" • • PRECAST CONCRETE GRADE RINGS 6"(MIN.) TO 20"(MAX.) NO CONCRETE BRICK SHIM COURSES PRECAST CONCRETE SECTIONS - 4,000 p.s.i. AT 28 DAYS, AIR - ENTRAINED JOINTS BUTYL SEALED - INDUSTRY STD. OR A.O.B.E. - CIRCUMFERENTIAL REINFORCEMENT 0.12 sq. in. PER LIN. FT. MIN. PRECAST CONCRETE MANHOLE FOR STORM FINISHED GRADE AS REQ'D TO ADJUST TO FINISHED GRADE. USE PRECAST UNITS CONE* ao 0 SIZE AND LOCATION OF PIPES AS SPECIFIED 12" CRUSHED STONE - #1 OR #2 NOMINAL SIZE OR GRADATION A.O.B.E. UNDISTURBED SUBGRADE OR ADDITIONAL FOUNDATION STONE A.O.B.E. SCALE: NTS CAST IRON MANHOLE FRAME AND COVER LABELED "STORM" EXTENSION(S) ECCENTRIC g CONE SECTION REINFORCED PLASTIC NON -SLIP STEPS PER NYSDOT 725-02.01 0 RISER SECTION Et BOTTOM SECTION oo • • \// v\\////\,/ / /0,1300:0_0900s0002,80,002000 0.00 ?jos °I 0 , poo 0 0 csa00,0 /0 / > DOGHOUSE CONCRETE MANHOLE FOR STORM TRENCH DRAIN, ZURN Z874-12 OR ACCEPTABLE EQUAL PRECAST CONCRETE GRADE RINGS 6"(MIN.) TO 20"(MAX.) NO CONCRETE BRICK SHIM COURSES PRECAST CONCRETE SECTIONS - 4,000 p.s.i. AT 28 DAYS, AIR - ENTRAINED JOINTS BUTYL SEALED - INDUSTRY STD. OR A.O.B.E. OPENING THROUGH PRECAST SECTION PROVIDED BY MANUFACTURER CIRCUMFERENTIAL REINFORCEMENT 0.12 sq. in. PER LIN. FT. MIN. EXISTING STORM SEWER PIPE SAWCUT AND REMOVE EXISTING PIPE AS REQUIRED UNDER SUPERVISION OF THE SARATOGA SPRINGS ENGINEERING DEPT. WATERTIGHT SEAL FILL OPENING AROUND PIPE WITH BRICK AND NON -SHRINK MORTAR 8" POURED CONCRETE SLAB BASE 12" CRUSHED STONE - #1 OR #2 NOMINAL SIZE OR GRADATION A.O.B.E. UNDISTURBED SUBGRADE OR ADDITIONAL FOUNDATION STONE A.O.B.E. CONCRETE 6" HDPE CAST IN FORM OUTLET CRUSHED STONE SUB BASE CONCRETE SEE NOTE 1 NOTES: 1. A MINIMUM CONCRETE STRENGTH OF 4000 PSI IS REQUIRED. THE CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS. TRENCH DRAIN SCALE: NTS Planning Board # 18.xxx Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed SCALE: NTS The LA GROUP Landscape Architecture ra 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 2014 Prepared for. KCG Development, LLC 11555 N. Meridian St., Suite 400 Carmel, IN 46032 Project Title.. 153 South Broadway Redevelopment 153 South Broadway, Saratoga Springs, NY 12866 Project No.: 2016036 Design: CMI Drawn: KMK Ch'k'd: MCB Date: 10/05/17 Scale: NTS Rev: Description: Date: Drawing Title Utility Details Drawing No. L-6.1 o g aSprings \ 201 6036CA D\ L -6.0U t i I i ty D eta i I s. d wg Q 2 NON-SHRNINK CEMENT MORTAR ALL AROUND FRAME PITCH m 0) w 00 N a 30" 4'-0" DIAM. FRAME AND GRATE, EJIW MODEL 5419 F.G. PAVEMENT PITCH 811 a PIPE SIZE & INVERTS AS INDICATED ON PLANS 30" DEEP SUMP n a PIPE & SLOPE AS PER PLAN (TYP) II III- III III II B. 4 FLANGE FRAME & GRATE CATCH BASIN 144.02' PRECAST CONCRETE GRADE AS REQUIRED; CEMENT RINGS, NON -SHRINK MORTAR SHALL BE PLACED BETWEEN SECTIONS AND ON ENTIRE EXTERIOR REINFORCED PRECAST CONCRETE BARREL SECTIONS AS REQUIRED, MANUFACTURED IN ACCORDANCE WITH ASTM C478 -85a SHIPLAP JOINT MADE WATERTIGHT WITH BUTYL ROPE BETWEEN STRUCTURE SECTIONS APPLY BITUMASTIC JOINT COMPOUND ALL AROUND AFTER ASSEMBLY SELECT GRANULAR BACKFILL BOOT TYPE FLEXIBLE MEMBRANE SLEEVE REINFORCED PRECAST CONCRETE INTEGRAL WALL AND BASE SECTION 12" CRUSHED STONE BASE COMPACTED SUBGRADE CATCH BASIN STEPS IN ALL DRAINAGE STRUCTURES DEEPER THAN 4'; STEPS TO BE COPOLYMER POLYPROPYLENE PLASTIC ENCAPSULATED #4 ASTM A615 GRADE 60 STEEL SCALE: NTS NYLOPLAST YARD DRAIN OR APPROVED EQUAL n • HEAVY DUTY FRAME AND GRATE FINISH GRADE z YARD DRAIN _AU CONCRETE COLLAR PAVEMENT r n SELECT GRANULAR BACKFILL �II�titi�tititi� .• 00 •� 0 0 _1117—� �—III—III: III— `12" MIN. z 0 2 0) CRUSHED STONE COMPACTED SUBGRADE 18" (MIN.) 12" PRABRICATED END CAP PART #SC740EPE24B 8" (MIN.) CONCRETE 044/•447,4%*i41% W. SITO4h,ITIPAI, ri.*i O. *4 earearearewre. INSPECTION PORT DETAIL CHAMBER LAYOUT nnn27nnnnnAnn X X X X X X X X X X XX OUTLET CONTROL STRUCTURE - 12" PREFABRICATED END CAP PART #SC740EPE24B HEAVY DUTY FRAME & COVER EJIW 1322 OR APPROVED EQUAL LABELED"STORM" ISOLATOR ROW FINISHED GRADE INSPECTION PORT 6.0' I.D. PRECAST REINFORCED CONCRETE STRUCTURE (AASHTO H20-44 LIVE LOAD RATED) INLET PIPE INV. IN. (N) 306.7' INV. IN (E) 306.7' FLOW 30"0 OPENING ADJUST FRAME TO GRADE WITH 4"H (12"H MAX.) PRECAST REINFORCED CONCRETE GRADE EXTENSION RING (AASHTO H20-44 LIVE LOAD RATED) & NON -SHRINKING CEMENT MORTAR. _ WEIR ELEV.: INV.=306.25' BUTYL ROPE SEALANT BETWEEN PRECAST CONCRETE SECTIONS, TYP. PRECAST CONCRETE WEIR Li - ISOLATOR ROW 24'0 ADS N-12 MANIFOLD TO ISOLATOR ROW INVERT IN. 305.60' 12" SUMP, TYP. SECTION DIVERSION STRUCTURE DIVERSION STRUCTURE 12"0 ADS N-12 MANIFOLD INVERT IN. 306.04' FLOW FLOW NON -SHRINKING CEMENT MORTAR PLACED ALL ROUND PIPE, TYP. 12"0 ADS N-12 MANIFOLD INV. OUT: 306.54' CRUSHED STONE UNEXCAVATED/ UNDISTURBED EARTH GROUT KEYS WITH NON -SHRINKING CEMENT MORTAR & APPLY THICK COAT OF ASPHALT WATERPROOFING COMPOUND ADS N-12 MANIFOLD 12"X12" PLACE MINIMUM 12.5' OF ADS GEOSYNTHETICS 315WK WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS INLET PIPE INV. IN = 306.7' 12" NYLOPLAST INLINE DRAIN BODY WITH SOLID HINGED COVER 6" HDPE PIPE 6" INSERTA TEE, CENTERED ON CORRUGATION CREST SC -740 CHAMBER SCALE: NTS SCALE: NTS CONCEPTUAL LAYOUT (99) STORMTECH SC -740 CHAMBERS (12) STORMTECH SC -740 END CAPS INSTALLED WITH 6" COVER STONE, 6" BASE STONE, 40% STONE VOID PROPOSED ELEVATIONS TOP OF STONE: TOP OF CHAMBER: 12" TOP FEEDING MANIFOLD INVERT: 12" INVERT TO ISOLATOR ROW(S): BOTTOM OF CHAMBER: BOTTOM OF STONE: PRECAST CONCRETE WEIR 24"0 ADS N-12 MANIFOLD—Z ISOLATOR ROW INV. OUT: 305.6' '6 MO 2i01V10S1 PLAN INLET PIPE INV. IN = 306.7' FLOW SCALE: NTS SCALE: NTS 308.50 308.00 306.54 305.60 305.50 305.00 1=11 le 1111 I 11 EllIE I 12" MIN CRUSHED STONE NYSDOT TABLE 703-4 TYPE 3 ADS 601 NON -WOVEN GEOTEXTILE (OR EQUAL) ALL AROUND CLEAN, CRUSHED, ANGULAR STONE SC -740 END CAP PAVEMENT SECTION, SEE DETAIL ti 6" MIN Ilii i HI TliIITIIITI 6" MIN UNDERGROUND CHAMBERS UNDISTURBED SUBGRADE COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601 NON -WOVEN GEOTEXTILE, 8' MIN. WIDE 30" 511�,1_ �ITi1TI1I1= 12"TYP 6" MIN SC -740 END CAP 18" MIN* J SCALE: NTS //// ////// /7/11,//7/iiia//(!//// 24" HDPE ACCESS PIPE REQUIRED. USE FACTORY PRE -CORED END CAPS. ISOLATOR ROW 3" MIN. (TYP.) ELEV: 307.30' ELEV: 305.5' 30" OCS FLOW RESTRICTION PLATE HEAVY DUTY FRAME & COVER EJIW 1322 OR APPROVED EQUAL LABELED "STORM". 4.0' I.D. PRECAST REINFORCED CONCRETE STRUCTURE (AASHTO H20-44 LIVE LOAD RATED), 4,000 PSI MIN. WIT 2 LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS. 5' MIN. WIDE CONTINUOUS FABRIC WITHOUT SEAMS CONCRETE OVERFLOW WEIR 9/16" HOLES FOR 1/2" S.S. ANCHOR BOLTS, TYP. OUTLINE OF CONCRETE HOLE CUT IN STRUCTURE 1/2" THICK GALVANIZED STEEL PLATE 3" 0 ORIFICE FINISHED GRADE FLOW RESTRICTION PLATE FLOW ADJUST FRAME TO GRADE WITH 4"H (12"H MAX.) PRECAST REINFORCED CONCRETE GRADE EXTENSION RING (AASHTO H20-44 LIVE LOAD RATED) & NON -SHRINKING CEMENT MORTAR. BUTYL ROPE SEALANT BETWEEN PRECAST CONCRETE SECTIONS, TYP. PRECAST CONCRETE BAFFLE (SEE DETAIL) -If A11 n n IIY'-YII i im 12" HDPE STORM SEWER PIPE OUTLET: INV. OUT = 305.5' 12" SUMP, TYP. GROUT KEYS WITH NON -SHRINKING CEMENT MORTAR & APPLY— THICK THICK COAT OF ASPHALT WATERPROOFING COMPOUND OUTLET CONTROL STRUCTURE SECTION NON -SHRINKING CEMENT MORTAR PLACED ALL ROUND PIPE, TYP. FLOW #1 OR #2 CRUSHED STONE UNEXCAVATED/ UNDISTURBED EARTH OUTLET FROM INFILTRATION CHAMBERS INV. IN = 305.6' Planning Board # 18.xxx Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed SCALE: NTS SCALE: NTS 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 2014 Prepared fora KCG Development, LLC 11555 N. Meridian St. , Suite 400 Carmel, IN 46032 Project Tit/e: 153 South Broadway Redevelopment 153 South Broadway, Saratoga Springs, NY 12866 Project No.: 2016036 Design: CMI Drawn: KMK Ch'k'd: MCB Date: 10/05/17 Scale: NTS Rev: Description: Date: Drawing Title Sto rmwate r Details Drawing No. L-6.2 24" 4 A C/_ —L _1— ° ° OCS FLOW RESTRICTION PLATE HEAVY DUTY FRAME & COVER EJIW 1322 OR APPROVED EQUAL LABELED "STORM". 4.0' I.D. PRECAST REINFORCED CONCRETE STRUCTURE (AASHTO H20-44 LIVE LOAD RATED), 4,000 PSI MIN. WIT 2 LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS. 5' MIN. WIDE CONTINUOUS FABRIC WITHOUT SEAMS CONCRETE OVERFLOW WEIR 9/16" HOLES FOR 1/2" S.S. ANCHOR BOLTS, TYP. OUTLINE OF CONCRETE HOLE CUT IN STRUCTURE 1/2" THICK GALVANIZED STEEL PLATE 3" 0 ORIFICE FINISHED GRADE FLOW RESTRICTION PLATE FLOW ADJUST FRAME TO GRADE WITH 4"H (12"H MAX.) PRECAST REINFORCED CONCRETE GRADE EXTENSION RING (AASHTO H20-44 LIVE LOAD RATED) & NON -SHRINKING CEMENT MORTAR. BUTYL ROPE SEALANT BETWEEN PRECAST CONCRETE SECTIONS, TYP. PRECAST CONCRETE BAFFLE (SEE DETAIL) -If A11 n n IIY'-YII i im 12" HDPE STORM SEWER PIPE OUTLET: INV. OUT = 305.5' 12" SUMP, TYP. GROUT KEYS WITH NON -SHRINKING CEMENT MORTAR & APPLY— THICK THICK COAT OF ASPHALT WATERPROOFING COMPOUND OUTLET CONTROL STRUCTURE SECTION NON -SHRINKING CEMENT MORTAR PLACED ALL ROUND PIPE, TYP. FLOW #1 OR #2 CRUSHED STONE UNEXCAVATED/ UNDISTURBED EARTH OUTLET FROM INFILTRATION CHAMBERS INV. IN = 305.6' Planning Board # 18.xxx Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed SCALE: NTS SCALE: NTS 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 2014 Prepared fora KCG Development, LLC 11555 N. Meridian St. , Suite 400 Carmel, IN 46032 Project Tit/e: 153 South Broadway Redevelopment 153 South Broadway, Saratoga Springs, NY 12866 Project No.: 2016036 Design: CMI Drawn: KMK Ch'k'd: MCB Date: 10/05/17 Scale: NTS Rev: Description: Date: Drawing Title Sto rmwate r Details Drawing No. L-6.2 5/1/2018 3:33:51 PM 0 0 c O • D m o vo,o j 5/1/2018 3:34:05 PM 0 0 c O i6D m o c, 3 > c m co U - Lc' =m t Za) c • � <%o -° �' o ▪ c 21co-0 a O ai O -0 a2-- o� m • N 7 c `o c - � c °0 7 m • S'%) =mt • N `o f6 a) N 0 cr E 7w c c o Oea 2�� E c) ->,-F0 acs _ O42 . 3 o J LLI N U Q 0- 7 X -o OW moo+ a) N ▪ in 2 _co Y m 3>- co N 3 • aa)) Z E O +- 2 a) 51-8 ') a) M O ▪ N T) O c O N O N Q �CVV N O • O N O m0 Lac, N • N 0 Lc) O CD _0) a) C 0 Et ca) Q co a) N Civic Space Ir� unit 1 1,000 sf unit 2 740 sf �d unit 3 740 sf unit 4 700 sf unit 5 740 sf unit 6 700 sf unit 7 740 sf Management / Leasing Off ice 980 sf unit 8 700 sf unit 9 700 sf unit 10 700 sf 312'-77/16" 317'-6" Open t o bel ow Rail in g unit 11 unit 12 unit 13 unit 14 unit 15 unit 16 unit 17 unit 18 Commercial Tenant 12,870 sf Open to Bel ow Open to Bel ow Green Screen Wal Green Screen Wal 1 319'-0" r J El LobbyFrom Ramp Union 107 Spaces Upper Par king Level 214 Spaces Total Coats to basement Green Screen Wal I Trash 965 sf Kitchen m1 Bar 26ISeats 22222 319'-0" Wal k -in Cool er Pat io Seat ing 48 Seats. •. Truck Route First Floor PI an 1 / 1 6" = 1'-0" °Green Screen WaII a ad. Ramp Bel ow -. • Green Screen Wal I Green Screen Wall Green Space II Retaining Wal I ,Ramp to 4 Upper Level - Par king Retaining Wal I Pantry PIIIII�► O LC- ) 0- 0 CV •d- •d - U :121-0 36' -0 25'-9 1/ 2" Ramp to Upper Level Par king d -a a O,s Carmina Wood Morris' 487 Main Street Suite 600 Buffalo, New York 14203 P 716.842.3165 F 716.842.0263 \ C;C 06' GG 4C 2018 05 03 PROFESSIONAL SEAL REVISIONS: 0) 4-. 0 Description d z PROJECT NAME: Issued for Construction: Municipality Submission: Drawn By: DRAWING NAME: First Floor DRAWING NO. xx. xx. xx 05.03.18 DMJ A-1 0 1 Project No: 17.018 5/1/2018 3:34:05 PM 0 0 co -0 co o N -0 U N m � .2 92 Z L 8 z Q • c two -°o o 'c c LE2a) o Qo o� aQ)- `o 2 ).2 - U) - c 00 m �(cio) N U N (6 L y o a) co • c LE o 3 X cc o o N_ • N (p 1= QN Q •••••, c 0 J w J 3o J co .s a 2 U >9-78 � W � N ti 0- -C 3}c 0) aci z • E • 3 o 0 • -0 CO Q) o -C a) CO o 0 Q) o co0) o- m0 >,.. 1 a)0 • N c • o • c .5 N 2 U L N N U L0 U 'a6 0 N • U.a)N < • N 4) N O 2 0 0 ca c E Ica U 0 O o unit 19 930 sf unit 20 740 sf unit 21 700 sf unit 29 980 sf 2nd FI oor PI an 1 / 1 6" = 1'-0" unit 22 740 sf unit 23 700 sf unit 30 960 sf Lu unit 31 970 sf 1 A-600 -- / —�1 I` unit 24 740 sf unit 25 700 sf unit 32 980 sf unit 33 630 sf unit 26 740 sf unit 27 700 sf unit 34 630 sf unit 35 630 sf unit 28 700 sf unit 36 675 sf 1 unit 37 935 sf unit 38 unit 39 unit 45 700 sf unit 46 unit 40 unit 47 unit 41 950 sf unit 48 unit 42 940 sf unit 49 unit 43 940 sf unit 50 unit 44 940 sf X1111111 II I 331'-6" 7 'Trash unit 51 1,075 sf Fitness Center , Game Room Laundry 1,100 sf 333' - 0" Leaseabl eArea 2,000 sf 1111111111 os Carmina • Wood Morris' 487 Main Street Suite 600 Buffalo, New York 14203 P 716.842.3165 F 716.842.0263 P004CC) � ();CL 2018 05 03 PROFESSIONAL SEAL REVISIONS: W 0 Description O z PROJECT NAME: O (I) E >>- E co z o UO) c� w co la c Lm O O cni -�,0co2 �o n Issued for Construction: Municipality Submission: Drawn By: DRAWING NAME: Second Floor DRAWING NO. xx. xx. xx 05.03.18 DMJ A-102 Project No: 17.018 5/1/2018 3:34:07 PM 0 c 0 • 0 o N -0 • U N � .2 2 Z L O z Q • c two pro a)-5 LE2a) 2— Qo oo-,7) o_ - CO .E w `o c �-0 U c 8 o �'a,) N U (6 L E y O �a)co • c LE O X c=� o O N_ • N (6 N c 0 • J w 3 o J 0 o a 0 w - 2 3 Q O-7 X� oII, L • o� ▪ CU 0) 0- L Y 3} c "La z • • E 04- -p CO Q) O -C C om o o c N 0 0 c0) t5 (1) 0 >,-c 1 o o N c • o c .- N o U L N N U O 06 L N U N 0 Q • 0 4) N unit 52 950 sf unit 60 950 sf unit 53 800 sf —=—=— unit 54 1,090 sf unit 55 730 sf —i= unit 56 720 sf unit 57 730 sf unit 61 950 sf unit 62 950 sf unit 63 950 sf 4�r unit 58 1,100 sf L unit 59 1,050 sf unit 64 970 sf J unit 65 950 sf 342'-0"' unit 66 700 sf 3rd Floor PI an 1/16"= 1'-0" LJ A-601 unit 78 715 sf unit 79 940 sf unit 80 930 sf unit 72 940 sf unit 73 940 sf unit 74 940 sf 342' - 0" 1 Open to bel ow Trash unit 81 1,070 sf Rail ing Roof of Co mmer c ial Space os Carmina • Wood Morris' 487 Main Street Suite 600 Buffalo, New York 14203 P 716.842.3165 F 716.842.0263 \G� .gock 004CC) CDs'CL 2018 05 03 PROFESSIONAL SEAL REVISIONS: G) 0 Description O z PROJECT NAME: 0 ci) E >,>- E co z o U co ._ co �^Q /) (I) 0 0-)mcn7) 0 co LI' o��n Issued for Construction: Municipality Submission: Drawn By: DRAWING NAME: Third Floor Plan DRAWING NO. xx. xx. xx 05.03.18 DMJ A-103 Project No: 17.018 5/1/2018 3:34:08 PM 0 0 co -0 co o N C U N0 �.2 92 Z L O z Q • c two -d a)-5 LE2a) 2 QO oo47, SQ)• 02- CO m E- O 2 m .2 --U) c 8 N ) N U (6 L E y O �a)u) • c LE O X c=� .o O N_ N (6 QN c 0 • J w 3 o J • .s a 2 U O-7 X� N w • N .- N 0- L Y 3}c "La• z • • 2) 0U .- 2 o -6 CO ‘— (0O -C C a)m o r 0 c 0 o a5 • Z 0) `5 CD o >,-c . 1 a)0 • N c CO • o• C.— N N U L N N Lo O -00 N U cp C w • U Ol N <( a)0 unit 82 1,400 sf K7) unit 89 950 sf unit 83 1,400 sf unit 84 680 sf unit 90 950 sf unit 91 950 sf unit 85 680 sf unit 86 680 sf In unit 87 830 sf unit 92 950 sf unit 93 960 sf J unit 88 1,275 sf 352' - 6" unit 94 950 sf unit 95 690 sf 4th Floor PI an 1 / 1 6" = 1'-0" Loi of unit 96 935 sf unit 104 700 sf 1 A-601 .11 715 sf unit 108 940 sf unit 109 930 sf 352' - 6" Trash unit 110 1,070 sf unit 101 940 sf unit 102 940 sf unit 103 940 sf Laundry 260 sf os Carmina • Wood Morris' 487 Main Street Suite 600 Buffalo, New York 14203 P 716.842.3165 F 716.842.0263 P� \c.;0 .gock 004CC) Cps'CL 2018 05 03 PROFESSIONAL SEAL REVISIONS: W 0 Description O z PROJECT NAME: 0 C/) E c6 z o U co .� co QQ Issued for Construction: Municipality Submission: Drawn By: DRAWING NAME: xx. xx. xx 05.03.18 DMJ Fourth Floor DRAWING NO. A-104 Project No: 17.018 5/1/2018 3:34:49 PM 0 0 c 0 '5v m �Nc N U - i' m = 0 D C7,°+ Z L N 03- �%o -° �'0 a)•rnc o `6-c o m a 0 N O -0 0 2 o'a 2 N 7 • o c 00 =To F%) '- O N y c x o� c E U 0 c 0 E aN a� 0 J J 0.I (0 = 2 U 0_ 7 IY X 'O Ow U w w 7 m y 5 in m o L Y N 3}o y3 a)za g.c -OO 0 N O - c o o cm N o Z a)C m. r-- 3 o y 0 c m•0=,a N N U ct y O tea, �F E c N aco a)° u7 •L O 2 -oO O (0 c E (0 U0 00 NOTES: 1. IMPORTANT! Beforefinal ordering of exter ior el evations in col or! 2. Refer to wr it t en specif icat ions f or f ut her requirements f or each exterior f inish I isted above, incl uding finishes for doors and windows. 3. ALL adjacent copings, f1ashingsand trimshal1 match main f iel d col or ar ea mat er ial (U.N.0),final sel ect ion shal 1 be by ar chit ect f romphysical sampl es of metal f I ashings and tr im. 4. ALL materials on exterior finishshceduleshall beselected frommanufact urer'sFULL rangeof colors unl ess otherwise noted above. 5. ALL items mounted in masonr y veneer shall receivetheproper pre-manuf act ur ed tr imst one or precast concrete(for items incl uding but not I imited to I ight fixtures, el ectrical out! ets,pl umbing fixtures, etc.) Some items may not requiretrimstones if boxes are conceal ed behind f ixt ur es and f ixt ur es sit pl umband 1 evel against masonry. Coordinate it ems in question with theArchitect. 6. ALLexterior dis-similar materialsshall be caulked weather tight withsiliconecaulk,color to match adjacent materials. Contractor shall coordinateall col ors selection of caulkto beusedonthejob with theArchitect using el evationsfor Iocation and appl ication. materials,coordinatecolor schemes with architect via use of ® 0 0 0 )L =ImI►��l�lm1mni i `7 11- 1_ = 1l7- 11-1m IIU Im-IV-IIm IIIm \-1m■ Imp -SIV--- I_ -_ - 1W 1MMM=•iu• IIawIImIIm= Ili-I=1__IL I_1_-Im 111_-1_11 -1M 1=- =IIIm-Imp-I= A-500 A-500 Q Key PI an 1" = 8 0'-0" 1_-a1 II�t -I_1=-= IIS IIS- I_ -II=- M1--- -II__ __I j_-1 ___I - ---\-� IIm I=I-ai 1= Ili = IIS -1m - I•-1 IIS I_I___M I 1 1 1 1 1 Ilk A-501 Q -I 1 A-501 0 0 0 0 0 0 0 EXTERIOR FINISH SCHEDULE CALLOUT PATTERN MATERIALS DESCRIPTION LOCATION O Parklex Wood Rain Screen Parklex Texture:TBD Color:TBD Sel ected Locations 20 GI ass GI azing: As Spec if ied Texture:Smooth Color :As Specif ied Selected Locations CD Spandrel GI ass GI azing: As Spec if ied Texture:Smooth Color :As Specif ied Sel ected Locations 4 Br ick Fiel d Facing Brick Size: ### Color &Texture:### Mortar Color:### Sel ected Locations 05 Green Wal I TBD Sel ected Locations °Finished _a. a Exposed Concrete Col or: StainToBeSelected Base of Addition 7 Fiber Cement Rain Screen Panel s Manufacturer: Hardie Board Col or:TBD Selected Locations NOTES: 1. IMPORTANT! Beforefinal ordering of exter ior el evations in col or! 2. Refer to wr it t en specif icat ions f or f ut her requirements f or each exterior f inish I isted above, incl uding finishes for doors and windows. 3. ALL adjacent copings, f1ashingsand trimshal1 match main f iel d col or ar ea mat er ial (U.N.0),final sel ect ion shal 1 be by ar chit ect f romphysical sampl es of metal f I ashings and tr im. 4. ALL materials on exterior finishshceduleshall beselected frommanufact urer'sFULL rangeof colors unl ess otherwise noted above. 5. ALL items mounted in masonr y veneer shall receivetheproper pre-manuf act ur ed tr imst one or precast concrete(for items incl uding but not I imited to I ight fixtures, el ectrical out! ets,pl umbing fixtures, etc.) Some items may not requiretrimstones if boxes are conceal ed behind f ixt ur es and f ixt ur es sit pl umband 1 evel against masonry. Coordinate it ems in question with theArchitect. 6. ALLexterior dis-similar materialsshall be caulked weather tight withsiliconecaulk,color to match adjacent materials. Contractor shall coordinateall col ors selection of caulkto beusedonthejob with theArchitect using el evationsfor Iocation and appl ication. materials,coordinatecolor schemes with architect via use of ® 0 0 0 )L =ImI►��l�lm1mni i `7 11- 1_ = 1l7- 11-1m IIU Im-IV-IIm IIIm \-1m■ Imp -SIV--- I_ -_ - 1W 1MMM=•iu• IIawIImIIm= Ili-I=1__IL I_1_-Im 111_-1_11 -1M 1=- =IIIm-Imp-I= A-500 A-500 Q Key PI an 1" = 8 0'-0" 1_-a1 II�t -I_1=-= IIS IIS- I_ -II=- M1--- -II__ __I j_-1 ___I - ---\-� IIm I=I-ai 1= Ili = IIS -1m - I•-1 IIS I_I___M I 1 1 1 1 1 Ilk A-501 Q -I 1 A-501 0 0 0 0 0 0 0 5 Northeast El evat io n E•6 Roof 364.5 FI oor Plan 352.5 FIoor Plan $ 342.0 FI oor PI an ilk 331.5 Br ewer 319.0 1st Floor PI an 317.5 A-5 0 0 0 0 0 • • • - 11 11 111 11 11 O ,0 El ER • • • • • Q 0 0 North El evat io n 1 / 1 6" = 1'-0" ®® Q • • A 111 iT A Q Q West EI evat ion 2 1 / 1 6" = 1'-0" Q Q Roof 364.5 4t h Fl oor Plan 352.5 3rd FI oor Plan 342.0 2nd FI oor Plan $ 331.5 1st FloorPlan $ 317.5 Ground Level 309.0 1 IIII IEEEEEEEEEEEEEME E EE EE EE EE EEEEEEEEEEEEEE: Eff ===11.===• 11 1 EN 1/ 16" = 1'-0" 0 0 0 0 0 0 0 0 1 • MU • ■ • • • • • 1. 1 1 • • • • •1 11 11 FEUE 1111 0 CD 1 1 ■ 111 11 ME E TME ME ME MI --III■ = 1 -MIME •■■1U MM" •■■MIll■ MIEEIM11111 EN Q 1 A J 11 CID CID d - Roof 364.5 4th Floor PI an 352.5 3rd Fl oor PI an 342.0 2nd FIoor PI an 331.5 Q 0 0 Q Q 0 0 Q Q Q 8 South EI evat io n Brewery 319.0 1st FloorPlan AL 317.5 Ground Level 309.0 Roof 364.5 4t h Fl oor Plan 352.5 3rd FI oor Plan 342.0 2nd FI oor Plan 331.5 Brewery 319.0 1st FloorPlan 317.5 Ground Level 309.0 A500 / 1/ 16" = 1'-0" Carmina Wood Morris' 487 Main Street Suite 600 Buffalo, New York 14203 P 716.842.3165 F 716.842.0263 .l \\G� G� Q� GG *S -CC) OC)' 2018_05_03 PROFESSIONAL SEAL REVISIONS: (0 0 Description Z PROJECT NAME: 0 .C/) E >,>- E c6 z o(,)-- U co 0) COo .E 0- (1) 0 L 0 Oa 0m�- -7) Oc o o 0 Lou )(T3 for Construction: xx.xx.xx Municipality Submission: 05.03.18 Drawn By: DMJ DRAWING NAME: Exterior Elevations DRAWING NO. A-500 Project No: 17.018 • ' 1 1 II U II 11rI ®I II I 1m IS II N. 1 i 11 1 1 1 0 1 0 1 1 I I I 1 I 1 i 1. II II 1W1 MM I I I j I I o I4th im 11 11m 1 1 1 11 1 v1 1 1 1 ii 1 I 1n1 ll 1. I I 1 1 1 ll I 1 I I 1 ll I u 1_11 1 1 1 0 I = I� 3r d xmi2nd ,' 1111■■ ■___■ - s, jamiCil 11111!11 1 III moo. mmol. lammoloom.1mm.1. - I_ _M 5 Northeast El evat io n E•6 Roof 364.5 FI oor Plan 352.5 FIoor Plan $ 342.0 FI oor PI an ilk 331.5 Br ewer 319.0 1st Floor PI an 317.5 A-5 0 0 0 0 0 • • • - 11 11 111 11 11 O ,0 El ER • • • • • Q 0 0 North El evat io n 1 / 1 6" = 1'-0" ®® Q • • A 111 iT A Q Q West EI evat ion 2 1 / 1 6" = 1'-0" Q Q Roof 364.5 4t h Fl oor Plan 352.5 3rd FI oor Plan 342.0 2nd FI oor Plan $ 331.5 1st FloorPlan $ 317.5 Ground Level 309.0 1 IIII IEEEEEEEEEEEEEME E EE EE EE EE EEEEEEEEEEEEEE: Eff ===11.===• 11 1 EN 1/ 16" = 1'-0" 0 0 0 0 0 0 0 0 1 • MU • ■ • • • • • 1. 1 1 • • • • •1 11 11 FEUE 1111 0 CD 1 1 ■ 111 11 ME E TME ME ME MI --III■ = 1 -MIME •■■1U MM" •■■MIll■ MIEEIM11111 EN Q 1 A J 11 CID CID d - Roof 364.5 4th Floor PI an 352.5 3rd Fl oor PI an 342.0 2nd FIoor PI an 331.5 Q 0 0 Q Q 0 0 Q Q Q 8 South EI evat io n Brewery 319.0 1st FloorPlan AL 317.5 Ground Level 309.0 Roof 364.5 4t h Fl oor Plan 352.5 3rd FI oor Plan 342.0 2nd FI oor Plan 331.5 Brewery 319.0 1st FloorPlan 317.5 Ground Level 309.0 A500 / 1/ 16" = 1'-0" Carmina Wood Morris' 487 Main Street Suite 600 Buffalo, New York 14203 P 716.842.3165 F 716.842.0263 .l \\G� G� Q� GG *S -CC) OC)' 2018_05_03 PROFESSIONAL SEAL REVISIONS: (0 0 Description Z PROJECT NAME: 0 .C/) E >,>- E c6 z o(,)-- U co 0) COo .E 0- (1) 0 L 0 Oa 0m�- -7) Oc o o 0 Lou )(T3 for Construction: xx.xx.xx Municipality Submission: 05.03.18 Drawn By: DMJ DRAWING NAME: Exterior Elevations DRAWING NO. A-500 Project No: 17.018 5/1/2018 3:35:12 PM c E f6 U 0 c 0 'ar)� E aN 0 OO .. J LLI (0 2 U Q 0- 7 ct X 'O OW U N a)S .� a3 y 3}• o y3 a z g.c O a) . a) coO 15 m N- m m m • a a r--�0 3 o y 0 (-) c ,a N N La U co) • O rna) �F Et ca) aas iu° NOTES: 1. IMPORTANT! Beforefinal ordering of materials,coordinatecolor schemes with architect via use of exterior el evat io ns in col o r ! 2. Refer to wr it t en specif icat ions f or f ut her requirements f or each exterior f inish I isted above, incl uding finishes for doors and windows. 3. ALL adjacent copings, f1ashingsand trimshal1 match main f iel d col or area material (U.N.0),final sel ect ion shal 1 be by ar chit ect f romphysical sampl es of metal f I ashings and tr im. 4. ALL materials onexteriorfinishshceduleshall beselected frommanufact urer'sFULL rangeof colors unl ess other wise noted above. 5. ALL items mounted in masonr y veneer shall receivetheproper pre-manuf act ur ed tr imst one or precast concrete (for items incl uding but not I imited to I ight f ixt ur es, el ect r ical out l ets, pl umbing fixtures, etc.) Some items may not requiretrimstones if boxes are conceal ed behind f ixt ur es and f ixt ur es sit plumband I evel against masonry. Coordinate it ems in question with theArchitect. 6. ALL exteriordis-similarmat erialsshall be caulked weather tightwithsiliconecaulk,colortomatch adjacent materials. Contractor shall coordinateall col ors selection of caul kto beusedonthejob with the Architect using el evationsfor Iocation and appl ication. 0 0 0 A-500 i A-500 A-501 Key PI an 1"=80'-0" -1- -I I A-501 A-501 I 0` 0 , 0 , 0 ®I-_-II__�_�� =i - -_I -- ___t7�ll�1M_ - -----1__-_ 1- -- -_-111-1_-111111111111■__- ��__ _�� -11----1-�- - - -11-11__-1__-1 _� - - 1 U 1 1 1 I I - 1 I - - I Roof 364.5 4th FI oor PI an 352.5 3rd Fl oor PI an S_ 342.0 Second FI oor - South 333.0 2nd FI oor PI an 331.5 South El evat ion 2 Q Q Q Brewery S 319.0 1st Floor PIan 317.5 \ Ground Level 309.0 A501 1/ 16" = 1'-0" -1 - • - -1- -_ - -1 -11 1 -1 -II -1 - ■ • • ■ ■ 11 w 00 East EI evat io n 1/16"= 1'-0" E ■ i 1 ■ EXTERIOR FINISH SCHEDULE CALLOUT PATTERN MATERIALS DESCRIPTION LOCATION O Parklex Wood Rain Screen Parklex Texture:TBD Color:TBD Sel ected Locations 20 GI ass GI azing: As Spec if ied Texture:Smooth Color :As Specif ied Selected Locations CD Spandrel Glass GI azing: As Spec if ied Texture:Smooth Color :As Specif ied Sel ected Locations ® Brick Fiel d Facing Brick Size: ### Color &Texture:### Mortar Color:### Selected Locations JIIIIIIIII _ JIIIIIIIII _ 05 Green Wal I TBD Sel ected Locations © ° ,.. ° 'a. Finished Exposed Concrete Color:StainTo Be Selected Base of Addition DI I Fiber Cement Rain Screen Panel s Manufacturer: Hardie Board Col or:TBD Selected Locations 1 NOTES: 1. IMPORTANT! Beforefinal ordering of materials,coordinatecolor schemes with architect via use of exterior el evat io ns in col o r ! 2. Refer to wr it t en specif icat ions f or f ut her requirements f or each exterior f inish I isted above, incl uding finishes for doors and windows. 3. ALL adjacent copings, f1ashingsand trimshal1 match main f iel d col or area material (U.N.0),final sel ect ion shal 1 be by ar chit ect f romphysical sampl es of metal f I ashings and tr im. 4. ALL materials onexteriorfinishshceduleshall beselected frommanufact urer'sFULL rangeof colors unl ess other wise noted above. 5. ALL items mounted in masonr y veneer shall receivetheproper pre-manuf act ur ed tr imst one or precast concrete (for items incl uding but not I imited to I ight f ixt ur es, el ect r ical out l ets, pl umbing fixtures, etc.) Some items may not requiretrimstones if boxes are conceal ed behind f ixt ur es and f ixt ur es sit plumband I evel against masonry. Coordinate it ems in question with theArchitect. 6. ALL exteriordis-similarmat erialsshall be caulked weather tightwithsiliconecaulk,colortomatch adjacent materials. Contractor shall coordinateall col ors selection of caul kto beusedonthejob with the Architect using el evationsfor Iocation and appl ication. 0 0 0 A-500 i A-500 A-501 Key PI an 1"=80'-0" -1- -I I A-501 A-501 I 0` 0 , 0 , 0 ®I-_-II__�_�� =i - -_I -- ___t7�ll�1M_ - -----1__-_ 1- -- -_-111-1_-111111111111■__- ��__ _�� -11----1-�- - - -11-11__-1__-1 _� - - 1 U 1 1 1 I I - 1 I - - I Roof 364.5 4th FI oor PI an 352.5 3rd Fl oor PI an S_ 342.0 Second FI oor - South 333.0 2nd FI oor PI an 331.5 South El evat ion 2 Q Q Q Brewery S 319.0 1st Floor PIan 317.5 \ Ground Level 309.0 A501 1/ 16" = 1'-0" -1 - • - -1- -_ - -1 -11 1 -1 -II -1 - ■ • • ■ ■ 11 w 00 East EI evat io n 1/16"= 1'-0" E ■ i 1 ■ Q So ut hwest El evat io n Q 0 Roof 364.5 Q 4t h Fl oor PI an 352.5 3rd Fl oor PI an 342.0 Second FI oor - South 333.0 .2nd FI oor PI an 331.5 Brewery 319.0 1st Fl oor PI an 317.5 Ground Level 309.0 A501 1 / 1 6" = 1'-0" ■ ■ =MI 11 I 1 0 0 0 Q 1-1 1 i-1�I1 1-I�I1 -11 1-1 -11-11� -11_1-I i 1-1 -11 =IMIMM_ • 0 N 'v c \ _ _ L- 1 I I!1111 I 1 V I, 1 - - _III Ka I K.M MaI -���- 1 - I 0 Fui o 55' -6" 0 IH D-I �1 1_11 11 11 El N I 1 Q So ut hwest El evat io n Q 0 Roof 364.5 Q 4t h Fl oor PI an 352.5 3rd Fl oor PI an 342.0 Second FI oor - South 333.0 .2nd FI oor PI an 331.5 Brewery 319.0 1st Fl oor PI an 317.5 Ground Level 309.0 A501 1 / 1 6" = 1'-0" ■ ■ =MI 11 I 1 0 0 0 Q 1-1 1 i-1�I1 1-I�I1 -11 1-1 -11-11� -11_1-I i 1-1 -11 =IMIMM_ • West EI evat io n 1/ 16" = 1'-0" CD Roof 364.5 ti 4th Floor PIan 352.5 3rd Fl oor PI an 342.0 2nd FI oor PI an oL 331.5 Brewery 319.0 1st Floor PIan 317.5 Ground Level ti 309.0 Roof 364.5 4t h Fl oor PI an 352.5 3rd FI oor PI an 342.0 Second FI oor - South 333.0 2nd FI oor PI an 331.5 Br ewer 319.0 1st Fl oor PI an 317.5 Ground Level 309.0 Carmina Wood Morris' 487 Main Street Suite 600 Buffalo, New York 14203 P 716.842.3165 F 716.842.0263 .l \\O� G� � G 2018_05_03 PROFESSIONAL SEAL REVISIONS: W 0 Description d Z PROJECT NAME: O C/) C/) E >,>- E c6 Z O u)- 0 co 0) COo .E Q a) 0 c !- -' (I)•5Ar,.5Ocov-/ (T3 0 ,o, N- N- u) Issued for Construction: Municipality Submission: Drawn By: DRAWING NAME: Exterior Elevations DRAWING NO. xx. xx. xx 05.03.18 DMJ A-501 Project No: 17.018 c \ L- 1 1 - - I K.M MaI -���- I 0 El CO T.0 GO o 1 - - - - cc o o West EI evat io n 1/ 16" = 1'-0" CD Roof 364.5 ti 4th Floor PIan 352.5 3rd Fl oor PI an 342.0 2nd FI oor PI an oL 331.5 Brewery 319.0 1st Floor PIan 317.5 Ground Level ti 309.0 Roof 364.5 4t h Fl oor PI an 352.5 3rd FI oor PI an 342.0 Second FI oor - South 333.0 2nd FI oor PI an 331.5 Br ewer 319.0 1st Fl oor PI an 317.5 Ground Level 309.0 Carmina Wood Morris' 487 Main Street Suite 600 Buffalo, New York 14203 P 716.842.3165 F 716.842.0263 .l \\O� G� � G 2018_05_03 PROFESSIONAL SEAL REVISIONS: W 0 Description d Z PROJECT NAME: O C/) C/) E >,>- E c6 Z O u)- 0 co 0) COo .E Q a) 0 c !- -' (I)•5Ar,.5Ocov-/ (T3 0 ,o, N- N- u) Issued for Construction: Municipality Submission: Drawn By: DRAWING NAME: Exterior Elevations DRAWING NO. xx. xx. xx 05.03.18 DMJ A-501 Project No: 17.018