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HomeMy WebLinkAbout20230267 78 Church Site Plan Plans As-Approved (9)INSIDE FACE OF MANHOLE -- MORTAR AFTER INSTALLATION OF HOLDING BOOT ALUMINUM ALLOY KORBA 2" PROJECTION INTO M.H. AT PIPE SPRINGLINE FORM NEW CEMENT INVERT FROM NEW PIPE TO EXISTING M.H. INVERT. TOP OF BASE SLAB FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED HOLE STAINLESS STEEL BAND CLAMP I I I I I I I I INVERT I Iz T-0" MAX. O PRECAST CONCRETE BASE SECTION U_ CONNECTION TO EXISTING STRUCTURE Scale: NTS SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PAVEMENT. AS SPECIFIED MIN. EXIST. PVMT. SUBBASE MAT'L.; REFER TO NEW PVMT. DETAIL BURIED IDENTIFICATION WARNING TAPE FINAL TRENCH BACKFILL (SEE NOTE) 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, TYPICAL PIPE TRENCH DETAIL Scale: NTS 1 PIPE LENGTH (18'-0" MIN.) (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. w MECHANICAL JOINT RETAINER 00 GLAND FOR DIP PIPE, AS REQ'D. z 8"0 DIP --i PROPOSED FINISHED GRADE OR EXISTING GROUND LINE TELESCOPIC PATTERN VALVE BOX PROPOSED TAPPING SLEEVE EXISTING WATER MAIN MECHANICAL JOINT TAPPING VALVE & M.J. RETAINER GLANDS 2"X2" WOODEN STAKES PLACED 10' O.C. BLOW / PLACED FILTER SAND BAGS MAY BE USED IN PAVED AREAS. NOTES: MEDIA OR WOOD CHIPS 1. FILTER SOCK SHALL BE 12" 12" COMPOST FILTER SOCK "SILTSOXX" FOR PERIMETER CONTROL BY FILTRE XX OR EQUAL DISTURBED AREA PROTECTED AREA AS APPROVED BY THE QUALIFIED 44 INSPECTOR. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER I RECOMMENDATIONS. ` 2. PLACE FILTER SOCKS PARALLEL WITH CONTOURS. 3. REMOVE ACCUMULATED SEDIMENT EXISTING WHEN IT REACHEDY2 HEIGHT OF THE SECTION VIEW SOCK. CONTOURS 4. INSPECT WEEKLY & REPAIR DAMAGE / DEFICIENCIES WITHIN 24 HOURS. ® DISTURBED AREA ®0 2"X2" WOODEN STAKES ® ® PLACED 10' 0 C ® . PROTECTED AREA COMPOST FILTER SOCK PLAN VIEW COMPOST FILTER SOCK Scale: NTS f�\ NOTES: GRAC SECTION A -A `0 ROOFING FELT -HRUST BLOCK W=�OTM PLAN (TYP.) WATER MAIN (OR SEWER FORCE MAIN) -CONCRETE THRUST BLOCK SCHEDULE 4,000 P.S.I UNDISTURBED SOIL 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± = LD 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 REQUIRED. V = VOLUME IN CUBIC YARDS 2. CONCRETE NOT TO OVERLAP ANY JOINT. = L LENGTH OF BLOCK IN FEETD - DEPTH OF BLOCK IN FEET 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH W = WIDTH OF BLOCK IN FEET REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. I.D. = INSIDE DIAMETER OF PIPE IN FEET 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS 6. REQUIRED BEARING AREAS ARE BASED ON LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. 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 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 x D x L 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 10 8.8 2.5x3.5 12.5 3.0x4.5 6.8 2.0x3.0 3.4 1.5x2.5 1.7 1.0x2.0 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 Scale: NTS REMOVE EXISTS DO ROOT CR I FINISH GRADE UNDISTURBED St NOTES: FILL THE TREE PIT WITH WATER AND ALLOW IT TO COMPLETELY PERCOLATE BEFORE PLANTING OR BACKFILLING REMOVE ALL CONSTRUCTION DEBRIS, ROCKS AND LARGE STICKS BEFORE AND DURING BACKFILLING BACKFILL WITH THE SOIL THAT WAS REMOVED (UNLESS PLANTING IN HEAVY CLAY OR USING STRUCTURAL SOILS) BACKFILL WILL OCCUR IN 4"-6" LIFTS WATERING BEFORE ADDITIONAL FILL IS ADDED REFER TO THE URBAN & COMMUNITY FOREST MASTER PLAN FOR THE D.B.H (DIAMETER AT BREAST HEIGHT) AND THE TREE SPECIES. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF SARATOGA SPRINGS: BOTANICAL NAME HEIGHT OR COMMON NAME TRUNK DIA. TOTAL QUANTITY SPACING STAKES 2"-2 1/2" DIA. OR SO. 8' LONG USE 3 STAKES FOR OVER 2" CAL. 2 STAKES- 2" CAL. & UNDER REMOVE ALL SYNTHETIC, STRING, BURLAP, AND OTHER MAN-MADE MATERIAL FROM THE ROOT BALL. THE WIRE BASKET SHOULD BE FOLDED DOWN SEVERAL INCHES AS LONG AS THIS DOES NOT DAMAGE THE ROOT BALL. THE TREE PIT WILL BE DUG TO 3X THE DIAMETER OF THE ROOT -BALL WHERE PRACTICAL OR MIN OF 2X THE ROOT -BALL DIAMETER. TREE PLANTING DETAIL N.T.S. REVISED DATE CITY OF SARATOGA SPRINGS, NEW YORK WG No MJZ 3 20 STANDARD CONSTRUCTION + DETAIL Tree ree Planting L-1 TREE PLANTING Scale: NTS SHRUB PLANTING Scale: NTS a1 SPACE SHRUBS AS INDICATED ON PLANS ROOT FLARE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE 3" DEPTH SHREDDED BARK MULCH; PULL AWAY FROM ROOT FLARE. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL PLANT SHRUBS IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL UNDISTURBED SUBGRADE Planning Board # 20230267 ADrp oval proved under authority of a resolution adopted Z T 1 12, Pla Bo r - f the City of Saratoga Springs Fy�� the Chairperson Date Signed 0 The LA GROUP Landscape Architecture & Engineering P.C- PeopCe. Purpose. P&ze. 40 Long Alley p: S18-587-8100 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: Rev: Description: Date: 1 COMMENT RESPONSES 11/9/2023 2 PLAN REVISIONS 2/13/2024 Drawing Title Site Details Drawing No. L-5.2 Scale: NTS