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HomeMy WebLinkAbout20230267 78 Church Site Plan Plans As-Approved (7)z 2 00 CONSTRUCTION SPECIFICATIONS: 1. STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR EDGE OF EXISTING ROADWAY 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 2e-A x 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. 50'-0" 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATE AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN OVER COMPACTED SUBGRADE APPROVED SEDIMENT TRAPPING DEVICE. 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT, STABILIZED CONSTRUCTION ENTRANCE Scale: NTS DETAIL NOT USED Scale: NTS FILTER BAG STEEL FRAME FOR BAG REMOVAL FROM CATCH BASIN CATCH BASIN ISOMETRIC VIEW INLET PROTECTION Scale: NTS NOTES: 1. FILTER BAG SHALL BE ADS FLEXSTORM CATCH -IT INLET FILTER, OR APPROVED EQUIVALENT. 2. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. 3. 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. 4. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED IMMEDIATELY AFTER INSPECTION. 5. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. +/-19-3/8" POWDER COATED BLACK STEEL BIKE RACK, MODEL 4180-IG-P BY BELSON OUTDOORS OR APPROVED EQUAL M EXPANSION JOINT CONCRETE WALK o i . \ \% Y8" ACHOR ROD CONCRETEJ�/ 6- FOOTING COMPACTED- SUBGRADE BIKE RACK 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. cn 3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING 0 w o DETAIL. 4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP -SLOPE OF THE TOPSOIL STOCKPILE. d o Z)of Cn TEMPORARY STOCKPILE Scale: NTS 01 8' MIN. a 0 0a 0 0 0 0 0 a 0 a s a s o WASHOUT CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) -STRAW BALE 10 MIL PLASTIC LINING N WOOD OR METAL STAKES (2 PER BALE) 10 MIL PLASTIC NOTE: LINING 1. WASHOUT AREA SHALL BE SIZED BY THE STRAWBALES STAKED CONTRACTOR TO ADEQUATELY CONTAIN INTO GROUND CONCRETE CLEANOUT. 2. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. NOTES: 1. VERIFY DIMENSIONS OF BICYCLE RACK & STAKE LOCATION PRIOR TO START OF FOOTING CONSTRUCTION & INSTALLATION 2. INSTALL EMBEDDED ANCHORING PER MANUFACTURERS SPECIFICATIONS TOP COURSE - NYSDOT ITEM 402.098302 TACK COAT - NYSDOT ITEM 107-0102 DILUTED 31NDER COURSE - NYSDOT ITEM 102.198902, PG 64.22 ,OMPACTED GRAVEL - JYSDOT TYPE 2 CRUSHER RUN -STONE (SECT. 304) 'OMPACTED TO 95% STANDARD PROCTOR 41 RAF 150OX �SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR ASPHALT PAVEMENT Scale: NTS APPLY TACK COAT TOP COURSE BINDER COURSE - PAVEMENT KEY 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. PAVEMENT TOP BINDER GRAVEL TYPE COURSE COURSE COURSE ALL 1-1/2" 3" 12" ASPHALT PROPOSED PAVING EXISTING PAVING 1. 6" l- KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT 142" MINIMUM DEEP KEY INTO EXISTING PAVEMENT COMPACTED BASE MATERIAL COMPACTED SUBGRADE STANDARD FINISH SHALL BE BROOM CITY OF SARATOGA SPRINGS FINISH PERPENDICULAR TO WALK. CONCRETE SPECIFICATIONS OF THE PLANNING BOARD ALTERNATIVE FINISH AS NOTED ON PLANS SHALL BE STAMPED CONCRETE, THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL ASHLAR CUT SLATE PATTERN, COLOR CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED SILVERSMOKE (DAVIS COLORS) WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY z SUBJECT TO SUBMITTAL APPROVAL. MINIMUM SPECIFICATIONS. " 4" CONCRETE - SEE CONCRETE SPECIFICATIONS ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS 6" CONCRETE FOR VEHICLE TRAFFIC LOADING SHALL MEET OR EXCEED THESE 6" X 6" NO s WOVEN WIRE MESH EXCEPT A.O.B.E. CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE 6" GRANULAR SUBBASE COURSE NYS DOT AIR -ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW SECT. 304, TYPE 2 COMPACTED TO 95% WATER -CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR STANDARD PROCTOR LESS,(3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) SUBGRADE COMPACTED TO PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE 90% STANDARD PROCTOR SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER NOTES: LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR EXPANSION JOINT SPACING - 20'-25' O.C. ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 CONTROL JOINT SPACING - 5' O.C. PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO TOWARDS STREET OR A.O.B.E, MAX. SLOPE ALONG THE LENGTH OF THE FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' WITH CLIMATE AND WEATHER CONDITIONS. MIN. OR AS ORDERED BY CITY ENGINEER TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL TYPE 1 COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK TYPICAL PEDESTRIAN TRAFFIC LOADING STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY SARATOGA SPRINGS RIGHT OF WAYS: BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PLANNING BOARD. 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND PROPERTY LINE. WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. CONCRETE PAVEMENT Scale: NTS EXPANSION JOINT 1 CONCRETE JOINTS Scale: NTS TOOLED JOINT 5' O.C. OR AS SHOWN ON PLANS & OTHER DETAILS OR TO MATCH EXIST. SCORE JOINTS. TOOLING SHALL ALSO OCCUR AROUND ENTIRE PERIMETER OF CONC. PAVEMENT. SCORE JOINT Planning Board # 20230267 The LA GROUP Landscape Architecture @ Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for.- Spring City Development Group 18 Division Street Suite 401 Saratoga Springs, NY 12866 Project Title.- 78 Church Street Redevelopment 78 Church Street Saratoga Springs, NY 12866 Project No.: 2022062 Design: MCB Drawn: MCB Ch'k'd: DRC Date: 10/13/23 Scale: NTS Rev: Description: Date: 1 COMMENT RESPONSES 11/9/2023 2 PLAN REVISIONS 2/13/2024 Drawing Title Site Details Drawing No CONCRETE WASHOUT Scale: NTS Scale: NTS ADDroyal Approved under authority of a resolution adopted Z� bL the PI n I Boa of the City of Saratoga Springs. . hairperson Date Signed 2- L-5.0