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HomeMy WebLinkAbout20180533 355 Broadway Mixed Use Plans As-ApprovedArchitect : Phinney Design Group 142 Grand Avenue, Saratoga Springs NY 12866 info@phinneydesign.com Applicant : 385 Bway Saratoga LLC 1732 Western Avenue, Albany NY 12203 385 Broadway Site Plan 385 Broadway, Saratoga Springs, New York 12866 SITE STATISTICS TAX ID / PARCEL NUMBER: PARCEL SIZE: ZONING: ZONING REQUIREMENTS: BUILD TO DISTANCE FROM FRONT LINE MINIMUM % BUILD OUT ALONG FRONTAGE STORIES HEIGHT MIXED USE BUILDING: RESIDENTIAL COMMERCIAL PARKING PROPOSED USES: 165.59-1-77 0.73 AC TRANSECT 6 - URBAN CORE (T-6) REQUIRED 0'-12' 80% 2 MIN. 70' MAX PROVIDED 0' 100% 5 69' 69 UNITS 10,000 SF (INCLUDING CORRIDORS) 49 SPACES T 6 ALLOWED USES WITH SITE PLAN APPROVAL (PREFERRED LIST) ARTIST STUDIO, ART GALLERY, BREW PUB BAKERY (RETAIL), RETAIL, CONVENIENCE SALES (<5,000 SF), EATING & DRINKING ESTABLISHMENT, FINANCIAL INSTITUTIONS, OFFICE, MEDICAL OFFICE, EDUCATIONAL FACILITIES, RECREATIONAL FACILITIES, PARKING FACILITIES, HEALTH SPA. SITE PLAN NOTICE OF DETERMINATION CITY F SARATOGA SPRINGS MARK CWPE , C VXV JAM Ta'. TINO. c`�rsr PLANNING BOARD €tcAB�ri' r SRtSTC >. RQ VAN v#,GNER i ff<)}ANET a ,.,.. ....._.....�,.. CASFY City Hill �roajv.�y t'OL tA6 Sp ngs, New Yer`k i «8 .. WITH rl'�sii`N `•" _. To 5iit-stl Mo ra A+`tY Fi)lkIDi. AltEmare wvvv,, sw: nc�s�gp;:, r ffx a c#� NOTICE OF DECISION € , rr,;, in the matter of the Site Plan application • ## 18,036 385 Broadway Mixed -case Building 385 Broadway Wacov Springs, NY 12966 Involving the premises Mth tax parcel # £ 65.59-1-77, in the City of Saratoga Springs, on all application for site playa review for the construction of a mixed -use building including commercial and multi -family rts-sidences in the Transect-6 Urban Gore disitrict. In accordance with 6 NYCRR Part 6£7, the Piannurig Board, acting as SEQPA lead agent, issued a negative dedar-ation of environmental significance on Ortober 18, 20 18, �.. ... Retard of vote: motion made by R Hatton, seconded by j Casey: passed 6-0 In favor: M Torpey, J Tot£no, j Casey. T Fa>borti, k r[a?rton, A Ryan iAit.1 Absent R Bristol, C VaoWagner And, in accordance with objectives, standards and guidelines contained in the City Zoning Ordinance Article 240-7.2 Site Plan Review, the Planning Board issues the following decision Orr October 1B 2018 issue partial app"oval with tl'se fallowing conditions: Infrastructure; _,Applicant to respla<.M 185` f sanitary sever (MH to MH). as recommended by the City Er ggineev, Traffrc;Parkin& Applicant to construct a crosswalk Vr'oss Division St.. on the east side of lydood£aw°n Ave, Applicant agrees to $ i 5,000 contribution for system-wasfe multi-moda€ transportation improvements. tgiyic SFsace Applicant to develop: constr uct str>eetscape limp'-uvements including public plaza space on Broadway with waypnding/£nterpranve s£gnage. Applicant shall work with Planning Board small committee to develop design. N_*jg At hcant to return to Board for final -approva; of t laz3 tiesgn and amenities. - Applicant agrees to contntkite $12,f)O0 for development of greenbelt Trail "qe s ,.. f ecreation Fees. The Board strongly recommends that the required re creation fees 15138,0tR�`} be! ea marked for the development of the Flat Rock Spring urtsan park and/or other proximate urban recrkationai opportunities (e.g. Greenbelt Trail), Other; - Applicant to identify a paint -of -contact person during; construction to address neighbors' questions and concerns. Retard of tote: motion made by] Casey, seconded by A Ryan; passed 6-0 in favor M Torpey j Toting, j Casey. T li R Horton, A Ryan (Alt.) Absen.. R Bristol, C 4'ari agner The applicant is required tm I . Deliver a letter of credit owash escrow in the amount approved by the City Engineer to the City per, Article 7,2,15 of the City of Saratoga Springs Zoning Ordinarice This gnus_ occut prior- t . final signature by the Planning Board Chat-, 2. Submit a fee in -lieu -of recreation of $2,000 for each new tesiden€lal unst as per Article 7.2.1 B of the Zoning Ordinance, This must occur prior do final signature by the Planning Board Chair,. 3. Submit one (1) mylar and two (2'£ paper copies of the final approved site pW-a for signature by the Planning Board Chair within riZhteen a f 8l months of.;a irrval it; per Article 7.2.2 2 of the Zoning Ordinance, Nate this approval shall expire within eighteen 18> months of the signature of final plans if the app icant has not started actual construCtion as per .Article 7.2.14 of the Zoning Ordinance. P tober 18. 2018 _ Cate Chaim cc: Building Dept., City Engineer, Public Safety, Accounts Dept, Applicant/Agent File March 13th, 2019 SHEET INDEX: COVER S1 SURVEY L-01 DEMOLITION, SITE PREP, EROSION & SEDIMENT CONTROL PLAN L-02 LAYOUT & MATERIALS PLAN L-03 GRADING, DRAINAGE & UTILITY PLAN L-04 SITE DETAILS L-05 SITE DETAILS L-05.1 SITE DETAILS & GREEN ROOF PLANTING PLAN L-06 UTILITY DETAILS 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. APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL PLAN. 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. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 7. 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. 8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. 9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY. 10. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE: LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR PRIOR TO SUBMISSION OF THE AS -BUILT DRAWINGS. 11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN "AS -BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. Planning Board # 18.036 Approval OCT 1 2018 Approved under authority of a resolution adoptedMW _. by the Planning Board of the City of Sarat prings. d Chairperson MAY 022019 Date Signed: Z V) U � v CL � O o t2 o II a F— 3 00 v m "� o 0 O00 1+- � v O m � N cn � CD � I r, I 00 00 10 v x QCn W a � a ® Z .CL a ; J o (o O 00 N � N r N OF rHoO 'N cS' 4 623 I ANS ta 3/12/19 INVERTS 2/15/19 CERTIFICATION DATE DESCRIPTION REVISIONS DATE: March 22, 2018 JOB NO.: S18-115.24 DRAWN BY: DES CHKD.BY: WMT TAX MAP: 165.59-1-77 SCALE: 1 " = 20' 10 0 10 20 S18-115.24 GENERAL NOTES PROTECTION NOTES: 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND i ENTITLED "BOUNDARY AND TOPOGRAPHIC SURVEY FOR 385 OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT BWAY SARATOGA LLC SITUATE AT 385 BROADWAY, CITY OF OPERATIONS. SARATOGA SPRINGS, SARATOGA COUNTY NY", DATED MARCH- 22, 2018, AS PREPARED BY THOMPSON FLEMING LAND 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SURVEYORS, P.C.. HORIZONTAL AND VERTICAL DATUM IS AS SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, REMOVE CURBING NOTED ON THE PROJECT SURVEY, ROADWAYS AND DRIVEWAYS. AND SIDEWALK TO 2. PRIOR TO COMMENCING ANY EXCAVATION WORK, THE 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CLOSEST CONTROL CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, JOINTS THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO PROPERTY FROM DAMAGE. CONTACT THE PROPER AUTHORITIES SHALL BECOME THE %ino •ouoa !, RESPONSIBILITY OF THE CONTRACTOR. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS 3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON DESIGNATED TO REMAIN FOR THE LENGTH OF THE THIS PLAN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM, INSTALL * _ REMOVE, STOCKPILE COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT AND REINSTALL SIGN CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT I REMOVE CURBING \ PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAYa�.. __.._ ---------------- AND SIDEWALK TO FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING RESULT TO TREES TO BE SAVED, AND CONSTRUCTION .; CLOSEST CONTROL j FOOTINGS, ETC.). EXCAVATION REQUIRED WITHIN PROXIMITY MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE JOINTS' OF UTILITY LINES SHALL BE DONE BY HAND. ANY DAMAGE AND SAVED. i INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO j CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE 5. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW EXISTING PARKING CONTRACTOR. CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT ACCESS SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. I EASEMENT CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCY :I EXISTING ! BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO BUILDING ; THE LANDSCAPE ARCHITECT. 5. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH :: REMOVALS NOTES: t.. — MARKS. MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DESTROYED OR DISTURBED. COORDINATE WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF -I 6. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, - CONSTRUCTION SO AS TO MAINTAIN EXISTING VEHICULAR RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, TRAFFIC PATTERNS, AND MINIMIZE DISRUPTION TO LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. !� l+ COORDINATE THE REMOVAL OF EXISTING OVERHEAD EMPLOY SPECIAL CARE TO PROTECT SAFETY OF ` Al ELECTRIC AND IMPACTED UTILITY POLES - �*,_, COORDINATE WITH NATIONAL GRID AND CITY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL � �. h\ � LINE. DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR SARATOGA SPRINGS DEPARTMENT OF PUBLIC WORKS. FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONS AFFECTED BY 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED Vi THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION FOR PERMITS ALREADY ISSUED, CONTRACTOR SHALL OBTAIN BY THE OWNER'S REPRESENTATIVE. COPIES OF PERMITS AND STRICTLY ADHERE TO PERMIT \ L 04 SILT FENCE, TYP. CONDITIONS. PERMITS THAT ARE OUTSTANDING SHALL BE `, l SECURED BY THE CONTRACTOR AND COORDINATED WITH THE OWNER'S REPRESENTATIVE, i SF 8. ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD SITE PREPARATION NOTES: DURING HALL BE RE RECORDED BY THE ! _------ ' U G S CO 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE CONTRACTOR ON "AS -BUILT DRAWINGS," AS SPECIFIED. PRE -CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT 9. STORAGE AREAS FOR THE GENERAL CONTRACTOR'S CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL � � EXISTING BUILDING TO EQUIPMENT AND MATERIALS SHALL BE LOCATED WITHIN THE D CONSTRUCTION SCHEDULE. z BE DEMOLISHE' LIMITS OF WORK AS SHOWN ON THE PLANS OR AS APPROVED 'f w BY THE OWNER'S REPRESENTATIVE. 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES AND UTILITY 10. SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS LOCATING SERVICE REQUIREMENTS. NO WORK SHALL INLET PROTECTION, NECESSARY FOR A COMPLETE UNDERSTANDING OF THE COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE TYP. WORK, OR SHALL ANY ERROR APPEAR IN THE VARIOUS HAVE BEEN IDENTIFIED AND LOCATED.) INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING THE WORK COVERED HEREBY, 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR' THE CONTRACTOR SHALL AND WILL PROMPTLY NOTIFY THE TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT COORDINATE THE OWNER'S REPRESENTATIVE, AND IN THE EVENT OF THE PLANS, NOTES AND DETAILS. REMOVAL OF EXISTING CONTRACTOR'S FAILURE TO DO SO, HE SHALL AND WILL MAKE GAS LINE WITH UTILITY GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED COMPANY 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL THEREBY. ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED — 11. PROVIDE EXPANSION JOINTS AT ALL CURBS, WALLS, STEPS, COSTS. REMOVE AND DISPOSE" LIGHT POLE BASES, PULL BOXES, MANHOLES, TRAFFIC OF EXISTING A/C UNIT CONTROLLER BOXES AND AS SHOWN ON PLAN. 12. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL �I i` EXISTING INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EXISTING i r .�j EXISTING BUILDING TO EQUIPMENT, ROADWAYS AND DRIVEWAYS. BUILDING EXISTING j BE DEMOLISHED ACCESS / i 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE a BASEMENT HIS EFFORTS OF DEMOLITION, REMOVALS AND OR �,._n RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. CONCRETE /51 -04 ' f CONSULT ALL DRAWINGS AND SPECIFICATIONS FOR WASHOUT, 8' x 8' MIN. L COORDINATION REQUIREMENTS BEFORE COMMENCING CONSTRUCTION. OTHER .. 14. CONTRACTOR TO COMPLY WITH ALL OSHA AND 0 ER STATE U AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. STABILIZED 1 I Q " x 15. CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, CONSTRUCTIONL-04 FENCES, TO PROPERLY PROTECT THE WORK, EQUIPMENT, ENTRANCE PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC 6 4<�i TREE TO BE IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED. INLET PROTECTION, �' Y. REMOVED TYP. L-04a LEGEND: r PROPERTY LINE - SUBJECT SITE PROPERTY LINE - ADJACENT SITES EXISTING GAS LINE EXISTING ABOVE GROUND ELECTRIC EXISTING WATER SERVICE EXISTING STORMWATER EXISTING SANITARY SEWER SILT FENCE TREE PROTECTION FENCE UTILITY DEMOLITION ASPHALT/CONCRETE REMOVAL BUILDING DEMOLITION STABILIZED CONSTRUCTION ENTRANCE c � _ S� 2 SILT FENCE, TYP. L-04 REMOVE AND DISPOSE OF EXISTING FENCES DIVISION STREET EXISTING TO DEMOLISHED BE EXISTING BUILDING f REMOVE DRYWELL pq REMOVE AND DISPOSE OF CONCRETE BOLLARDS X X X XXXXxX xXXXxXX XX�XX E sut COORDINATE THE REMOVAL OF EXISTING OVERHEAD ELECTRIC AND IMPACTED UTILITY POLES - COORDINATE WITH NATIONAL GRID AND CITY OF SARATOGA SPRINGS DEPARTMENT OF PUBLIC WORKS. ::--COORDINATE THE REMOVAL OF EXISTING CABLE BOX AND IMPACTED OVERHEAD CABLE LINES - COORDINATE WITH UTILITY COMPANY AND CITY OF SARATOGA SPRINGS DEPARTMENT OF PUBLIC WORKS. EXISTING BUILDING EXISTING BUILDING EXISTING SEWER LINE TO BE REMOVED AND REPLACED EXISTING CURBING Q TO REMAIN, PROTECT DURING 0 CONSTRUCTION Q ry � m CONTRACTOR TO I, PROVIDE TEMPORARY PEDESTRIAN DETOUR DURING —REMOVE CONCRETE CONSTRUCTION SIDEWALK AND PAD ------------- SAWCUT TREE TO BE 1 REMOVED —SAWCUT ASPHALT FOR THE INSTALLATION OF UTILITIES 1 —REMOVE AND STOCKPILE ROAD SIGN /A —REMOVE CONCRETE —REMOVE AND STOCKPILE HISTORIC STREET 77 PkG2 LIGHT SILT FENCE I -}-r'k COMPOST FILTER ' - - SOCK x� n ,. 11 kw C, 0 Tv —REMOVE AND DISPOSE OF _ EXISTING HYDRANT w; 5 TREE PROTECTION L 0`3 FENCE, TYP. u... —' { L-04 INLET PROTECTION, TYP. EXISTING —EXISTING BUILDING STORMLINE TO REMAIN. xX 1 �.,. rn I 20 10 0 5 10 15 20 Scale: 1" = 20' Planninz Board # 18.036 Approval v'OT 1 Approved under authority of a resolution adopted by the Planning Board of the Ci of Sarato gs. Chairperson d- Date Signed: �•� LOM The LA GROUF Landscape Architecture & Engineering P.C. Peop%. Purpose. Ptace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thetagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for 385 Bway Saratoga, LLC 1732 Western Avenue Albany, New York 12203 Project Title; 385 Broadway 385 Broadway Saratoga Springs, New York 12866 Pq� of NEh, y �,� JGJ,s ®• ,y�` o,Q r _ CC 'tom ��- rk�A �FESS►ONP Project No.: 2018050 Design: KMK Drawn: KMK Ch'k`d: DRC Date: 3/13/2018 Scale: 1"=20' Rev: Description: Date: Drawing Title Demolition, Site Prep, Erosion & Sediment Control Plan Drawing No. L-0 23 I LAYOUT NOTES: 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION, 3, ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY l - "• -- STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. DETECTABLE WARNING 7 L-05 7, ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR - - APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CROSSWALK 8 CONSTRUCTION. L-05 8. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH 1 FLUSH CURB 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 DETECTABLE WARNING (]05 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. s X STREETSCAPE ENLARGEMENT LEGEND: PROPERTY LINE - SUBJECT SITE PROPERTY LINE - ADJACENT SITES EXISTING ACCESS EASEMENT ASPHALT PAVEMENT CONCRETE PAVEMENT HEATED -CONCRETE PAVEMENT EXPANSION JOINT GRANITE CURB FLUSH CURB TRANSITION CURB FENCE / GUARD RAIL EXISTING FENCE PARKING COUNT ACCESSIBLE PARKING SPACE MULCH BED OVERHEAD UTILITY LINE PERENNIAL /GROUNDCOVER DECIDUOUS TREE SEASONAL PLANTING ' EASEMENT 6" GRANITE CURB EXISTING' BUILDING ' i ✓VLV IV IIV --- ---" JNITED STATES HOTEL _OGO EMBOSSED IN a CONCRETE BANDED BY 12"X12" DECORATIVE \„ , RAVERS ',ONCRETE STEPS L )ECORATIVE STREET ... _IGHT, TYP. SET ON f'X3'XT CONCRETE 7,,,.�,a,,,, 'OLUMNS t ;'BENCH, ;ITY STANDARD, TYP JNCRETE PAVING, (P, ITERPRETIVE IGNAGE / PLAQUE ASONAL PLANTING " GRANITE CURB 2) ULMUS AMERICANA, 1ALLEY FORGE ELM, IIN. 4" CALIPER 10 5 0 2 4 6 810 Scale: 1" = 10' L-04 CONCRETE PAVEMENT L- 4" EXISTING PARKING EXISTING PARKING DIVISION STREET �� 28 29 LO 30 31 \ 15 FENCE —INTERNAL RAMP TO PARKING GARAGE i�CONCRETE PAVEMENT 255' ACCESSIBLE PARKING SPACE EXISTING BUILDING PROPOSED 5 STORY BUILDING 150' EXISTING BUILDING \-\1 I \ J7 ASPHALT PAVEMENT PER L-04 THE CITY OF SARATOGA SPRINGS STANDARDS, TYP. 0 Or- rn WORK IN THIS AREA, CURRENTLY UNDER REVIEW WITH DPW t AND PLANNING DEPARTMENT. TO BE APPROVED AND 1 CONSTRUCTED PRIOR TO ISSUANCE OF CO. SEE ENLARGEMENT -I- ; ON THIS SHEET. 20 10 0 5 10 15 20 Scale: 1" = 20' Planning Board # 18.036 04 Approvals I1 ar2u V,. Approved under authority of a resolution adopted by the Planning Board of the Cit Saratoga S gs. Chairperson • ISM 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.thelagraup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. O the LA Group 2017 Prepared for., 385 Bway Saratoga, LLC 1732 Western Avenue Albany, New York 12203 Project Title. 385 Broadway 385 Broadway Saratoga Springs, New York 12866 A C w �Q A m 012 ' OF NE`N � Project No.: 2018050 Design: KM K Drawn: KMK Ch'k'd: DRC Date: 3/13/2019 Scale: 1"=20' Rev: Description: Date: Drawing Title Layout and Materials Plan Drawing No. L-02 it* Air 3 WATER SYSTEM NOTES: 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'4" 2. ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, PAINT SEAL COATED, 350 P.S.I. PRESSURE RATING. 3. CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND A.W.W.A. STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER. BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED LABORATORY WILL TAKE PLACE PRIOR TO TURNING WATER MAIN OVER TO THE CITY TO VERIFY SANITARY QUALITY. GRADING NOTES: 1. SURVEY INFORMATION PROVIDED BY THOMPSON FLEMING LAND SURVEYORS,P.C. BASED ON TOPOGRAPHIC SURVEY MAP DATED MARCH 22, 2018. 2. ALL GRADES SET IN THE FIELD SHALL BE COMPLETED BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL CONDITIONS TO THE OWNER'S REPRESENTATIVE. 4. THE CONTRACTOR SHALL VERIFY PROPOSED GRADES PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. 5. THE CONTRACTOR SHALL PROVIDE DUST AND EROSION CONTROL AS APPROVED BY THE OWNER'S REPRESENTATIVE. 4. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY WATER MAIN AND 6. THE CONTRACTOR SHALL BLEND ALL NEW EARTHWORK INTO ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE A EXISTING GRADES AT THE LIMITS OF GRADING. PROVIDE MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES SMOOTH ROUNDED TRANSITIONS AT ALL TOP AND BOTTOM OF BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SLOPES. SEWER. 5. THRUST BLOCKING SHALL COMPLY WITH DETAILS ON THESE SANITARY SEWER NOTES: DRAWINGS AND CITY STANDARDS. 6. NEW WATER SERVICES FROM MAIN TO CURB STOP SHALL BE INSTALLED WITH MINIMUM COVER SHOWN ON STANDARD DETAILS UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING WATER MAIN. SERVICE SHALL BE BROUGHT TO MINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE. 7. DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BE PROVIDED TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS -BUILT DRAWINGS. 8. THE CONTRACTOR SHALL PROVIDE TWO (2) BRONZE WEDGES AT EACH BELL JOINT OF PUSH -ON PIPE, 9. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 10. MECHANICAL JOINT TAPPING SLEEVE SHALL CONFORM TO ANSI B16.1, CLASS 125 FLANGE, MSS SP-60 STANDARD, AND ANSI/AWWA C111 STANDARD, AND HAVE A MAXIMUM WORKING PRESSURE OF 20OPSIG FOR SERVICES 4-INCH THRU AND INCLUDING 12-INCH. 11. MECHANICAL JOINT RESILIENT WEDGE TAPPING VALVES SHALL CONFORM TO AWWA C500 STANDARD AND HAVE A MAXIMUM WORKING PRESSURE OF 200 PSIG. VALVE SHALL BE NON -RISING STEM TYPE AND SHALL OPEN "RIGHT" (CLOCKWISE) 12. WATERLINE SHALL BE CLASS 52 DUCTILE IRON, DOUBLE CEMENT LINED BITUMINOUS COATED CONFORMING TO AWWA/ANSI C151/A21.51, AWWA/ANSI C111/A21.11, AND AWWA/ANSI C104/A21.4. 13. VALVE BOXES A. CAST IRON TWO PIECE VALVE BOX AS MANUFACTURED BY CLOW (MODEL F2494), OR APPROVED EQUAL. B. COVER SHALL BE STAY -PUT TYPE (CLOW MODEL F2490), OR APPROVED EQUAL, AND BE CLEARLY MARKED "WATER". 14. VALVES A. ALL VALVES UNDER 12 INCHES IN DIAMETER SHALL BE MECHANICAL JOINT RESILIENT WEDGE (R/W). B. R/W VALVES, 3-INCHES AND LARGER, SHALL BE IRON BODY, NON -RISING STEM CONFORMING TO A.W.W.A. C509. GLAND BOLTS SHALL BE ZINC COATED STEEL, C. ALL VALVES SHALL HAVE A MAXIMUM WORKING PRESSURE RATING OF 200 P.S.I.G. D. ALL VALVES SHALL HAVE MECHANICAL JOINT ENDS CONFORMING TO ANSI AS1.10/AS1.11. E. VALVES SHALL OPEN RIGHT (CLOCKWISE) WITH A STANDARD 2-INCH SQUARE OPERATING NUT WITH ARROW CAST INTO IT INDICATING THE DIRECTION OF OPENING, F, EACH VALVE SHALL BE FURNISHED COMPLETE WITH NECESSARY NUTS, BOLTS, STUDS, AND GASKETS. G. MUELLER A-2360 MJ RESILIENT, OR APPROVED EQUAL. 15. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLAN ARE FOR INFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT DIG SAFELY NY (U.F.P.O.) (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 16. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. 17. BACKFLOW PREVENTION DEVICE TO BE INCLUDED WITHIN THE BUILDING. THE BUILDING PERMIT DRAWINGS WILL PROVIDE TYPE AND SPECIFICATION FOR TESTING WITHIN THE BUILDING PERMIT SUBMISSION FROM A MECHANICAL ENGINEERING PROFESSIONAL, LEGEND: ST ST SAN PROPERTY LINE - SUBJECT SITE PROPERTY LINE - ADJACENT SITES EXISTING GAS LINE EXISTING ABOVE GROUND ELECTRIC EXISTING WATER SERVICE EXISTING STORMWATER EXISTING SANITARY SEWER PROPOSED WATER SERVICE PROPOSED STORMWATER PROPOSED SANITARY SEWER 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS STANDARDS. 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH -ON JOINTS. 3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER PRIOR TO THE PLACEMENT OF ANY ORDERS OF SAID MATERIALS. 4. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE CITY OF SARATOGA SPRINGS CITY ENGINEER, PRIOR TO INSTALLATIONS. TICAL WEEN ER STING LAIN & ,6" RUST KOM11t? 12" =RLINE )RANT LCI The LA GROUP Landscape Architecture & Engineering P,C. People. Purpose. Place. 40 bong Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for- 385 Bway Saratoga, LLC 1732 Western Avenue Albany, New York 12203 Project Title., 385 Broadway 385 Broadway Saratoga Springs, New York 12866 -1; NEB, Y CO O G < + p 9 i w n � 091 31% A�FESS1'O�P Project No,: 2018050 Design: KMK Drawn: KMK Ch'k'd: DRC Date: 3/13/2019 Scale: 1"=20' Rev: Description: Date: Drawing Title Grading Drainage & Utility Plan Drawing No L-03 3 f CONSTRUCTION SPECIFICATIONS: 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. 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. EDGE OF EXISTING ROADWAY C 25-0" 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIAL OVER COMPACTED SUBGRADE c STABILIZED CONSTRUCTION ENTRANCE :J SCALE NTS 10' MAX. q. TO ti 36" MIN. FENCE POST 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND z FILTER FABRIC - w ❑ w > ................................................................................................. w ............................... Q O m ❑ = 0 N 0 Q co - - CD O J J J Q f- FLOW w m w> U - O.::..:....:....:........... co c_n z z .............. . .. :.:.. . ....... .. .......................... . ................ Y',ED FILTER CLOTH MIN. 6" INTO GROUND FILTER FABRIC; FASTENED SECURELY PERSPECTIVE VIEW TO FENCE POSTS W/ STAPLES 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 - u TREE PROTECTION DETAIL INLET GRATE \1� ISOMETRIC VIEW DRIP EDGE ORANGE POLYETHYLENE WARNING FENCE WATERPROOF PERMANENT SIGN READING: "PROTECTION AREA" METAL POST 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 BA HALL BE INSPECTED N A WEEKLY BASIS AND AFTER EACH BAGS 0 SS C 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 ' I TOP COURSE - NYSDOT ITEM 402.098302 - 9.51=3 H.M.A., 80 `1' i 14' SERIES COMPACTION v, ,1, 14/ 14/ TACK COAT - NYSDOT ITEM CO - 407-0102 DILUTED 01-- a -- w BINDER COURSE - NYSDOT ITEM :D 402198902 - 19F9 H.M.A., 80 w cO w SERIES COMPACTION PG ❑ m BINDER (LIQUID ASPHALT) Xx GRADE SHALL BE PG-64-22 COMPACTED GRAVEL- �� NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% NOTES: STANDARD PROCTOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO INITIATING WORK. SUBGRADE - COMPACTED TO 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. 90% STANDARD PROCTOR 3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. 4. A PERIMETER S DIKE SWALE HALL BE LOCATED UP -SLOPE OF THE TOPSOIL STOCKPILE. / TEMPORARY STOCKPILE CONCRETE WASHOUT NOTE: CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) -STRAW BALE j-10 MIL PLASTIC / LINING WOOD OR METAL STAKES (2 PER BALE) _ 10 MIL PLASTIC- N ? LINING STRAWBALES STAKED INTO GROUND 1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT, 2. SIGN INDICATING LOCATION OF CONCRETE WASHOUT SHALL BE PROVIDED AT EACH LOCATION. � CONCRETE WASHOUT L 8' (MIN.) L SCALE NITS 0 a s 0 0 O 0 O 0 0 0 0 0 0 0 0 0 0 a ASPHALT PAVEMENT SCALE.NTS 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 TYPE COURSF COURSE COURSF PARKING 1-1/2" 2" 8" LOT ROADWAY 2" 4" 12" * BINDER TO BE PLACED IN (2) 2" LIFTS WITH TACK COAT BETWEEN PROPOSED PAVING EXISTING PAVING KEYED PAVEMENT TO BE FLUSH WITH TOP COURSE EXISTING PAVEMENT TO REMAIN z BINDER COURSE 1-/2 MINIMUM DEEP KEY Zo INTO EXISTING PAVEMENT j \� COMPACTED BASE MATERIAL COMPACTED SUBGRADE SCALE:NTS PAVEMENT KEY SCALE.NTS SCALE NTS BROOM FINISH PERPENDICULAR BROOM FINISH PERPENDICULAR TO WALK TO WALK 4" CONCRETE - SEE 6" CONCRETE - SEE - CONCRETE SPECIFICATIONS ,_ CONCRETE SPECIFICATIONS 6" X 6" NO s WOVEN WIRE J, 6" X 6" NO s WOVEN WIRE MESH EXCEPT A.O.B.E.MESH EXCEPT A.O.B.E. 6 GRANULAR SUBBASE COURSE NYS 8" GRANULAR SUBBASE COURSE NYS DOT SECT, 304, TYPE 2 COMPACTED \ \\ DOT SECT. 304, TYPE 2 COMPACTED "\ \ \TO 95% STANDARD PROCTOR \ \TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO SUBGRADE COMPACTED TO 90% STANDARD PROCTOR 90% STANDARD PROCTOR NOTES: NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE SIDEWALK WIDTH TO BE S MIN. OR AS ORDERED BY CITY ENGINEER 5' MIN. OR AS ORDERED BY CITY ENGINEER TYPE 1 TYPE 2 TYPICAL PEDESTRIAN TRAFFIC LOADING VEHICLE TRAFFIC LOADING ACROSS DRIVEWAYS GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROPERTY LINE. PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. COUNTY COMM. OF PUBLIC WORKS. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR ALLEYS. 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 PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT AUTHORITY MINIMUM SPECIFICATIONS. LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY WITH CLIMATE AND WEATHER CONDITIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS SHALL MEET OR EXCEED THESE TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AIR -ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW CONSTRUCTION AND MATERIALS", 1985. 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) ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER PLANNING BOARD. 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 "A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. CONCRETE PAVEMENT ON GRADE fjSCALE:NTS PROVIDE CLEAN SQUARE 1/2" RADIUS CORNER WHERE BITUMINOUS CONCRETE 3/4" PREMOLDED WALK ABUTS CURB SIDEWALK EXPANSION JOINT 6 FINISH GRADE FINISHEDGRADEE 6„ 1/4" RADIUS FINISH GRADE; BITUMINOUS OR LAWN, SEE PLANS r 7 PAVEMENT (._ ...............................°.... 4-4,000 PSI „4 > .e..,....,. e ......... POURED -IN -PLACE _ CAST -IN -PLACE °s? CONCRETE CURB SEE a CONCRETE CONCRETE CURB C, SPECIFICATIONS *-GRAVEL COMPACTED ° zM t TO 95% STD. PROCTOR COMPACTED GRAVEL BASE NYSDOT NOTE: EXPANSION JOINTS LOCATED SUBGRADE COMPACTED TO 90% SECT. 304, ALONG CURB 10" O.C. MAX. STANDARD PROCTOR TYPE 2 6 6 6' FLUSH CURB IN PAVING 6" CONCRETE CURB (OFF BROADWAY) oSCALE:NTS "' JOINT FILLER WHEN ABUTTING CONCRETE FINISHED GRADE �E-0 FINISHED GRADE CD GRANITE Cf}RB= , .:......-: :........... ' ... :il:..'.:.€77777777 217 ,,,:. `, :. _._...E ..N'Y.S. D.O.T. SECT 304 MIN 12" LONG, 3000 :^F F „� � t E i';: TYPE 2, SUBBASE PSI WET MIX CONCRETE BACKING AT CURB JOINTS 3000 PSI DRY MIX .,:::::_ ; __ CONCRETE BEDDING, 6:1 0"') F� CONTINUOUS ALONG ........E l-- I' CURB COMPACTED OR*f- `= ._. j E UNDISTURBED - - " NYS DOT SECT 304 SUBGRADE 6" 6" 6„ TYPE 2, SUBBASE GRANITE CURB DETAIL GRANITE CURB (TO BE USED ON BROADWAY) CURB JOINT DETAIL SCALE.NTS Planning Board # 18.036 Approval OLT 11 Approved under authority of a resolution adopted ME 18 �� by the Planning Board of the Cit of Saratog rings. Chairperson • Date Signed: MAY 0110 LCM1 The LA GROUF Landscape Architecture & Engineering P.0 People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for.' 385 Bway Saratoga, LLC 1732 Western Avenue Albany, New York 12203 Project Title: 385 Broadway 385 Broadway Saratoga Springs, New York 12866 i Co 'Q �1 Project No.: 2018050 Design: KMK Drawn: KMK Ch'k'd: DRC Date: 3/13/2019 Scale: 1"=20' Rev: Description: Date: Drawing Title Site Details Drawing No. L-0 9Z3 RAIL BRACKET INDUSTRIAL DRIVE RIVET 2 Y" SQUARE POST %" SQUARE, 16 GAUGE 0.060" PICKET 1 %" X'Y U-CHANNEL RAIL INDUSTRIAL DRIVE RIVET T-9" FACE TO FACE N U UUUUUUUU9UUUUUUUU� 3 6" (2) ENDS 3'%6' (TYP.) NOTES: CONCRETE FOOTING 1. MONUMENTAL IRON WORKS "IMPERIAL STYLE B" ORNAMENTAL FENCE OR APPROVED EQUAL. 2. ZINC -COATED (GALVANIZED) STEEL TUBULAR PICKETS, '< RAILS AND POSTS. 12� � ' 3. ALL PICKETS, RAILS POSTS AND HARDWARE TO BE COLOR BLACK \ 1 COMMERCIAL GRADE FENCE SEE NOTES SEE NOTES FOR SPECIFICATIONS FSTOP rn w H 0 Z w GALVANIZED POST & BREAKAWAY LU U) HARDWARE APPROVED BY CITY TRAFFIC DEPARTMENT ELEVATION SCALE NTS TEXT LETTER APPROX. SIZE M.U.T.C.D. SIZE TYPE OF SIGN NO. A STO SEE 30"x3O" RI -IC M.U.T.C.D. 6.25 S.F. B SEE 12N18" P4-6C ® M.U.T.C.D. 3.00 S.F. C _._ ; ANY SEE M.U.T.C.D. 12"xl8" P-1-1 NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. 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 WIRE MESH OR REBAR RAUPEX PIPE, 3" TYP. IN MIDDLE OF SLAB 1-1 /2" TO 2" TYP. ;1.. NOTE: CHECK WITH INSULATION MANUFACTURER TO ENSURE IT MEETS REQUIRED COMPRESSION EDGE INSULATION STRENGTH POLYETHYLENE MOISTURE BASED ON DESIGN - BARRIER, 6 MIL TYP. 1 ' COMPACTED SUBBASE INSULATION ;1 RADIANT HEATED CONCRETE WALK DETAIL 6" TYP. SCALE NTS 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: MAXIMUM SLOP WITHIN ACCESSIBLE PARKING AND/OR STRIPED AREA SHALL NOT EXCEED 1:50 (2%) FREE STANDING "NO PARKING" SIGN TO MEET ANSI STDS. (12X18" MIN. SIZE. 4'0" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). CONCRETE WALK ANSI STANDARD HANDICAP SYMBOL NO -PARKING STRIP PAINTED WITH 4" DIAGONAL LINES ACCESSIBLE PARKING (V ACCESSIBLE PARKING SYMBOL c e 4" WIDE PARKING LINES PAINTED WHITE NON -ACCESSIBLE PARKING SPACE (TYP.) 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). SCALE:NTS 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, STERNBERG ORNAMENTAL FIXTURE - MODEL A-850 70 OR 150 WATT HIGH PRESSURE SODIUM (WATTAGE AND KALVIN TO BE SPECIFIED BY CITY DEPARTMENT OF PUBLIC WORKS) (WITH PHOTO CELL) 4" DIA. FLUTED ALUMINUM POLE-STERNBERG MODEL NO. 421-FP GREEN DECORATIVE BASE HANDHOLE 3/4" CHAMFER (TYP.) ZINC -PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION 2" RIGID STEEL CONDUIT OR 2" PVC SCHEDULE 80 AS PER D.P.W. CONCRETE BASE - 20" DIAM (SEE CONCRETE SPECIFICATIONS) SUBGRADE- UNDISTURBED OR COMPACTED TO 90% STANDARD PROCTOR NOTE: INSTALLATION OF LIGHTS SHALL BE COORDINATED WITH CITY DEPARTMENT OF PUBLIC WORKS HISTORIC STREET LIGHT SCALE:NTS SCALE:NTS DOME Tactile Systems DETAIL 1 A Q D O r 0@ 0 0 @ O 0 0 © @ @ 0 O @ @ @ O O D B 0 @ 0 @ 0 0 0 PLAN -TILE DETECTABLE WARNING CROSSWALK ENGINEERED PLASTICS, INC. 300 INTERNATIONAL DR., SUITE 100 WILLIAMSVILLE, NY USA, 14221 1 (800) 682-2525 PHONE: (716) 626-3626 FAX: 1 (800) 769-4463 www.armor-tile.com 24" 3' 24" CONCRETE CURB TRANSITION CURB INTERNAL EMBEDMENT FLANGE AT 3" C/C 10/16" 0 HOLE THROUGH EMBEDMENT FLANGES (2 PER FLANGE) SECTION A -A DOME 10/16" OHOLE THROUGH EMBEDMENT FLANGES (2 PER FLANGE) SECTION B-B SCALE NTS CROSSWALK TO MEET )RIVE EDGE AT FLUSH ;URB. SCALE.NTS 5' d H Qd 1l d d `3/8" EXPANSION JOINT ADJACENT FINISH GRADE AT BOTTOM OF CURB SCALE:NTS Planning Board # 18.036 Approval I'LL-1:8.20 8 Approved under authority of a resolution ado by the Planning Board of the 'ty of Sara o Springs. Chairperson 11 Date Signed:VAY „ The LA GROUP Landscape Architecture & Engineering P.0 Peop/e. Purpose. Ptace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for.' 385 Bway Saratoga, LLC 1732 Western Avenue Albany, New York 12203 Project title: 385 Broadway 385 Broadway Saratoga Springs, New York 12866 C�V Project No.: 2018050 Design: KMK Drawn: KMK Ch'k'd: DRC Date: 3/13/2019 Scale: 1"=20' Rev: Description: Date: Drawing ritle Site Details Drawing No. L- 5 Pit AREA DRAIN / INSPECTION CHAMBER FBY OTHERS GREEN ROOF PERENNIAL PLANTING DECIDUOUS TREE PLANTING GREEN ROOF ± 2,950 PLANTING 3.5" ENGINEERED SOIL, ZINCOBLEND E OR APPROVED EQUAL FILTER SHEET SF DRAINAGE LAYER, FLORADRAIN FD 25-E OR APPROVED EQUAL PROTECTION MATT SSM 45 ROOT BARRIER WSF 40 BY OTHERS —1 INSULATION WATERPROOF MEMBRANE -ROOF STRUCTURE ROOF DRAIN )ET CROWN FLUSH WITH -OP OF MULCH 3" BARK MULCH PLANT PERENNIALS IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL COMPACTED / UNDISTURBED SUBGRADE 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. STAKE AND GUY TREE -CONTRACTOR SHALL PROVIDE METHOD AND MANUFACTURER SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL AWAY FROM TRUNK. 3" HT. PLANTING MIX SAUCER 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 ROOFTOP DECK LIVU I-wvrt GREEN ROOF LAYOUT PLAN SCALE:NTS SCALE:NTS SCALE:NTS LEGEND I " I I SEDUM MIX 1 PLANT LIST SYM. QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS / SPACING PERENNIALS / GROUNDCOVERS DM 4 Digitalis x mertonensis Foxglove #2 cont SEE PLAN FG 6 Festuca glauca 'Elijah Blue' Blue Fescue #2 cont. SEE PLAN PV 6 Panicum virgatum 'Shenandoah' Red Switch Grass # 2 cont. SEE PLAN SS 3,829 Sedum Mix Sedum Mix 16" O.C. GREEN ROOF PLANTING PLAN Scale: 1" = 10' Planning Board # 18036 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga rings. ellChairperson The LA GROUP Landscape Architecture & Fngineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs 51.8-587-0180 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. (0 the LA Group 2017 Prepared fora 385 Bway Saratoga, LLC 1732 Western Avenue Albany, New York 12203 Project Title: 385 Broadway 385 Broadway Saratoga Springs, New York 12866 Project No.: 2018050 Design: KM K Drawn: KMK Ch'k'd: DRC Date: 3/13/2019 Scale: 1"=20' Rev: Description: Date: Drawing Title Site Details and Green Roof Planting Plan Drawing No. L $�ti13 49 SCALE NTS Date Signed: MAY 0�7�5 SAW -CUT EXIST, PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PAVEMENT, $„ LAWN RESTORATION PVMT. RESTORATION MIN. TOPSOIL & SEED KEY EXIST. PVMT. AS SPECIFIED NEW PVMT, SEE DETAIL JT. MEEa: SUBBASE MAT'L.; REFER i TO NEW PVMT. DETAIL 00 .. 1 I i3; '1 r ......._ .t., .SUZJ -- 3 w U) BURIED IDENTIFICATION p a WARNING TAPE a U t w lb of p ¢ J i o FINAL TRENCH BACKFILL J - I w (SEE NOTE) S¢� .% .. . O.D./2 6" MIN. PIPE O.D. + 24" MIN. IPE ZONE BACKFILL IPE ZONE BEDDING MAT'L ITEM DEPTH MATERIAL NYSDOT SIZE METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. + CRUSHED 1 & 2 MECHANICAL PIPE O.D./2 AGGREGATE COMPACTION PIPE ZONE BACKFILL 12' MIN. CRUSHED 1 & 2 MECHANICAL COVER AGGREGATE COMPACTION FINAL TRENCH BACKFILL VARIES SELECT 203.07 MECHANICAL GRANULAR FILL COMPACTION NOTES: 1. 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. 2. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. 1 TYPICAL TRENCH FINISHED Z WATER LINE SANITARY SEWER OR STORM SEWER NOTE: *SEE 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 MAIN- TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN, WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. UTILITY CROSSING DETAIL SCALE.NTS (2) 3/4" 0 THREADED TIE RODS, WASHERS & NUTS AS SPECIFIED, APPLY (2) COATS OF COAL TAR EPDXY PAINT FOLLOWING ASSEMBLY (20 MILS MIN. DFT TOTAL), TYP. MECHANICAL JOINT RETAINER GLAND FOR DIP PIPE, AS REQ'D. 6"0 DIP, CL 52, WATER MAIN PER CITY OF SARATOGA SPRINGS STANDARDS. AS INDICATED ON 1 PIPE LENGTH (18'-0" MIN.) EXCAVATION BACKFILL Of AND COMPACTION PER UJ CITY OF SARATOGA O SPRINGS STANDARDS z SCALE NTS PROPOSED FINISHED GRADE OR EXISTING GROUND LINE TELESCOPIC PATTERN VALVE BOX PER CITY OF SARATOGA SPRINGS STANDARDS PROPOSED 16"x6" TAPPING SLEEVE AS INDICATED ON THE PLANS /EXISTING 16" DUCTILE IRON PIPE WATER MAIN THE PLANS. =1 31000 PSI MIN. CAST -IN -PLACE CONCRETE THRUST BLOCK o a UNEXCAVATED/ 0 a i UNDISTUR BED a �, ,�. ..�:-,�:,•.. ,' .:�.: 01 � EARTH t 'fie T : I F n? L. :� .: 3t-. ^i''r k; % i .a,\' ` •;-"'i.�.' ..�'X3`•.�?;. CRUSHED STONE PIPE BEDDING, AS 12" X 12" SOLID PRECAST MECHANICAL JOINT TAPPING VALVE & M.J. SPECIFIED CONCRETE BLOCKS (6" MIN. THICK) RETAINER GLANDS PER CITY OF SARATOGA SRPINGS STANDARDS �,,� CONNECTION TO EXISTING WATER MAIN DETAIL SECTION A -A NOTES: #30 ROOFING FELT v THRUST BLOCK VA .. w VN �: tD1H �W W ✓' PLAN (TYP) -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, 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN V± = LID W + I.D. - I.D. THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY WHERE: YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT V - VOLUME IN CUBIC YARDS REQUIRED. L = LENGTH OF BLOCK IN FEET 2. CONCRETE NOT TO OVERLAP ANY JOINT. D =DEPTH OF BLOCK IN FEET W = WIDTH OF BLOCK IN FEET 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH I.D. INSIDE DIAMETER OF PIPE IN FEET REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. (MEDIUM CLAY) WITH A 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS SAFETY FACTOR OF 1.7. PRESSURE OF FLUID FLOW IS BASED LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. ON A 300' HEAD. 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE ENGINEER. REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS TEE 90° (1/4) BEND 45° (1/8) BEND 22-1/2° (1/16) BEND 11-1/4° (1/32) BEND PIPE SIZE INCHES AREA SQ. FT. 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 1 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 THRUST BLOCK DETAIL INSIDE FACE OF MANHOLE - MORTAR AFTER INSTALLATION HOLDING BOOT ALUMINUM ALLOY KORBAND 2" PROJECTION INTO M.H. AT PIPE SPRINGLINE FORM NEW CEMENT INVERTFROM NEW PIPE TO SCALE:NTS FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED HOLE STAINLESS STEEL BAND CLAMP EXISTING M.H. INVERT. INVERT TOP OF BASE SLAB M Nor PRECAST CONCRETE 3'-0" MAX. BASE SECTION CONNECTION TO EXISTING MANHOLE DETAIL SARATOGA STD. MUELLER- SUPER CENTURION A-423 W/ 4" STORZ CONNECTION BREAK FLANGE LOWEST PART OF BOLTS TO BE A MIN. 1-1/2" \\\ \\\\\ \\ ABOVE F.G. AND A MAX. 8" ABOVE F.G. 2'-6" PREFERRED V-6" MIN. 5'-0" MAX. w O Z w Co `L v CURB -- FINISHED GRADE Q'�� � g mQ O POLYETHELENE OR = BUILDING PAPER w EXISTING WATER SERVICE, CONTRACTOR TO CONFIRM SIZE CRUSHED STONE Anin hAAT1=01A1 SIZE 1 AND 1A DRAIN CONCRETE THR T US -.�- BLOCK. (NOT REQ'D IF R.G. OR TIE RODS ARE �\ USED) FIRE HYDRANT Iz I0 U) U_ C� SCALE NTS NOTES: ALL HYDRANTS AND VALVES SHALL OPEN RIGHT, PAINT SCHEDULE: COLOR OF SIZE OF BONNET AND COLOR OF MAIN CONNECTOR COVERS BARREL 6" BLUE YELLOW 8" GREEN, FOREST YELLOW 101" BROWN YELLOW 12" GRAY, BATTLESHIP YELLOW 14' GREEN, LIGHT YELLOW 16" ORANGE YELLOW 20" BLACK YELLOW 24 YELLOW YELLOW BEDDING, PIPE ZONE BACKFILL TYPICAL TO TRENCH DETAIL REQ'D. END CAP FOR FUTURE PROPERTY LINE, R.O.W. OR CONNECTIO EASEMENT LIMIT 6" SADDLE WITH STAINLESS STEEL 45° OR 300 BEND AS REQ'D STRAPS PER MANUFACTURER RECOMMENDATION, ROMAC �2"x 4" PRESSURE TREATED INDUSTRIES, INC. STAKE 12" SEWER MAIN BUILDING SEWER LATERAL LATERAL ON PRIVATE PROPERTY - 6" MINIMUM MIN. SCH. 40 PVC I MIN. SDR 26 PVC SEWER SERVICE CONNECTION - PLAN 3"± FINISHED GRADE RE`JEACjr n w 45' OR 30° BEND z AS REQ'D O A, SEWER SERVICE DETAIL FINISHED GRADE SLOPE: 2% MIN. (1/4" PER FOOT) 2'-6" LEAR OP'NING 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 - ---------- CAMBELL #1016 OR EQUAL, TOP SURFACE �� CHECKERED AND LABELED "SANITARY SEWER" "� ° 5' WITH LIFTING NOTCHES a VENT HOLES AS .. ,� 'V 9;; REQUIRED. (FRAME TO BE SET PARALLEL TO �, 1�• c _. CROSS AND LONGITUDINAL SLOPE OF AS REQ D TO ADJUST CONE* :\PAVEMENT AND FLUSH TO 1/4" BELOW F.G.) TO FINISHED GRADE. EXTENSION(S) \ \ $ to 8 \ USE PRECAST UNITS VA\ \ f\ N \ \\\\\\�:\\\\\ * \ \\ \� \\ \, \\\ \\ �� \\/\f\ \ \� PRECAST CONCRETE GRADE RINGS \ \/\.. \ \ .\,: 6 (MIN.) TO 20 (MAX.) NO z \� \\; "\\ CONCRETE BRICK SHIM COURSES ECCENTRIC m CONE SECTION i \\\ PRECAST CONCRETE SECTIONS - \�\�\ EN DRAINED. AT 28 DAYS, AIR- \ REINFORCED PLASTIC NON -SLIP STEPS PER NYSDOT 725-02.01 FOR SANITARY MANHOLE, �'' `\. \ JOINTS BUTYL SEALED - �\ '\ �\ INDUSTRY STD. OR A.O.B.E. RISER 04 � \' \ ' _• \ \ ;\, '' FOR SANITARY MANHOLE, BOOT TYPE SECTION a \��.\'\ FLEXIBLE MEMBRANE SLEEVE FOR PIPE TO MEET ASTM SPEC. NO.C-923 NOTES: \� \\ 4'-0" ID MIN.* (SHOP DRAWINGS REQ'D) \VAA\ 2" L) SHOP DRAWING REQUIRED TO �' \ LOOT i CIRCUMFERENTIAL REINFORCEMENT BE REVIEWED BY THE CITY \\1\\{\ 0.12 sq. in. PER LIN. FT. MIN. ENGINEER.\\: • 2.) ALL MANHOLES TO BE PLACED \y , IN ANY TRAFFIC AREAS SHALL \\\\\:\`1 r o 4000 PSI CONCRETE BENCHWALL FOR MEET AASHTO HS20-44 WHEEL \\ I SANITARY MANHOLE LOADING REQUIREMENTS. \ \N ; SIZE AND LOCATION OF PIPES BOTTOM \ t.. , ..:..�_ a .._...�.: ..:_.:�:.::...:.......: ,` \ \ \ AS SPECIFIED Al SECTION . N \X%\ 00 8" CRUSHED STONE - #I OR #2 '"c� ' 0�\ �` NOMINAL SIZE OR GRADATION A.O.B.E. \ a x. Ica E. \`\�' \\`\;\ \� \\'��; ? 'a '°�' °`� , ` '\ UNDISTURBED SUBGRADE OR ADDITIONAL FOUNDATION STONE A.O.B.E. ,w SANITARY MANHOLE WASH 2"± PER FOOT PIPE A CHANNEL DEPTH ..... .v 0.8 PIPE I.D. INVERT SAWED HALF PIPE CONCRETE BENCHWALL 4,000 PSI MIN. SECTION B-B MANHOLE BENCHWALL B4---1 2"± PIPE PROJECTION INTO MH, TYP. B )TH CURVE ONE-WAY INVERT MULTIPLE INVERT PLAN ALIGN 0.8 DEPTHS FORM SMOOTH OF DIFFERENT SIZE CURVE PIPES 1/2" PER FOOT (MIN.) PITCH ACROSS MH T- ................................................................... I.D .�....... �/ STANDARD INVERT SMOOTH DROP INVERT FILLET SECTION A -A SCALE: NTS INVERT IN 0.10'(MIN.) TO 2'-6"(MAX.) INVERT OUT Planning Board # 18.036 Approval F 18 2018 Approved under authority of a resolution adopted'- � by the Planning Board of the City of Saratoga Spr' Chairperson 44 Date Signed: war 02=- SCALE NTS The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs P s : 51 -587-0180 f 8 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared fora 385 Bway Saratoga, LLC 1732 Western Avenue Albany, New York 12203 Project Title. 385 Broadway 385 Broadway Saratoga Springs, New York 12866 NE S �P B. O HF 9 a c 0 Fo 01339 j• AA®FESSIONP Project No.: 2018050 Design: BCS Drawn: BCS Ch'k'd: DBH Date: 3/13/2019 Scale: NTS Rev: Description: Date: Drawing Title Utility Details Drawing No. L- 6 Id SCALE NTS SCALE.NTS