Loading...
HomeMy WebLinkAboutC402_09-09-20 * NA NOT APPLICABLE * MARSHALL DENSITY PROJECT: CLIENT: LOCATION: SCALE: DATE: ENG'D BY: DRAWN BY: SHEET NO.: PLUMLEY WWW.PLUMLEYENG.COM FAX: (315) 638-9740 TELEPHONE: (315) 638-8587 BALDWINSVILLE, NY 13027 8232 LOOP ROAD PLUMLEY ENGINEERING, P.C. Civil and Environmental Engineering ENGINEERING REVISIONS:DATE:BY: consent of Plumley Engineering, P.C. All common law rights of copyright are hereby specifically reserved. not be copied, reproduced, used or implemented in any way, in part or in whole, without the written These plans & specifications are the property of Plumley Engineering, P.C. These documents may DWG. TITLE: Note: No alteration permitted hereon except as provided under Section 7209 Subdivision 2 of the New York State Education Law.© Plumley Engineering, P.C. 2020 5'-0" 3" (TYP.) MAXIMUM 5'-0" ON CENTER PANEL END JOINTS VARIES 3" CLEARPAVING, GRADING & DRAINAGE SYSTEMS DETAILS & SECTIONS Typical Concrete Slab Detail Not To Scale Sidewalk Details Not To Scale Section Plan NA AS NEEDED 8" 2 1/2" 1 1/2" THICKNESSNYSDOT MATERIAL & SPECIFICATIONS ITEM No. Paving Material Table Pavement Striping Notes MATERIAL FILL GEOTEXTILE PROOF-ROLLED SUBGRADE UNDISTURBED SOIL SPECIFICATIONS LANDSCAPE & MULCH PER TOPSOIL, SEED Typical Pavement Section Not To Scale FILE NAME.: PROJECT No.: CHECKED BY:HBOTTOM OF CURB EDGE OF PAVEMENT MAX. SLOPE 1:4 MIN. SLOPE 1:20 6" 4" CURB HEIGHT H = SLOPE & TRANSITION LENGTHS Curb Transition & Drop Curb Detail Drop Curb Transitions NOT TO SCALE L Typical Lawn Area Section Scale: 1" = 1'-0" 30'-0") (PLACED EVERY EXPANSION JOINT A FIRM STABLE SURFACE PROOF ROLLED & EXHIBITING SPECIFICATIONS PER MANUFACTURER (MODIFIED PROCTOR) 1 LIFT, 95% COMPACTION SPECIFIC GRAVITY 1 LIFT, 92-95% OF BULK 1 LIFT, 92-95% MD PLACEMENT PROCTOR 85% MODIFIED COMPACTED TO FILL MATERIAL - GRADE PER SHEET C401 (SEED AND MULCH PER SPECIFICATIONS)TOP SOIL 4 IN. (MIN.) B. 1:20 Slope H = 4", L = 6.5'; H = 6", L = 10' A. 1:12 Slope H = 4", L = 4'; H = 6", L = 6' 2. For curb transition without a drop curb terminate curb by transitioning with the following requirements: for curb heights & taper lengths. 1. For drop curb use 1" curb reveal across driveway entrances & 1/4" reveal across sidewalks. Refer to table Note: C402 (SEE NOTE 1) CURB REVEAL 2 STONE SUBBASE MATERIAL 8" THICK COMPACTED NYSDOT TYPE (SEE NOTE 4). THICKNESS VARIES WELDED WIRE FABRIC SIDEWALK W/ 6x6 W2.9xW2.9 CAST-IN-PLACE CONCRETE 2"1" DEEP 1/4" RAD. DOT TYPE 2 SUBBASE 4" SUBBASE - NYS JOINT EXPANSION 1/2" RAD. # 4 REBAR SPACED @ 18" C-C, EACHWAY PROOF-ROLLED SUBGRADE 6" LAP JOINT NA 207.21 304.12 402.25 402.12 NA MIRAFI HP370 WOVEN GEOTEXTILE TYPE 2 SUBBASE BINDER TOP COURSE WITH FRICTION SUBGRADE GEOTEXTILE SUBBASE BINDER TOP COURSE ITEMDUMPSTER PAD) THICK TANK PAD, 6" THICK DRIVE PAD/ CONCRETE SLAB W/ BROOM FINISH (8" (COMPACTED) OR NYSDOT STONE SIZE 1A OR 1ST UNDISTURBED EARTH (PROOF ROLLED) 2' 1'-4" 1:4 6' 4' 1:12 10' 6'-8" 1:20 Bollard Detail Not To Scale TO SHED WATER CROWN CONCRETE PIPE FILLED w/ CONCRETE 8" DIA. SCH. 40, CARBON STEEL FOUNDATION CONCRETE 16" DIA. CONCRETE CROWN PAINT YELLOW Not To Scale Parking Stall Bollard Detail of 3 bollards to be provided for the loading zone. Bollards to be centered on parking stalls, with a minimum Note: CONCRETE SIDEWALK PAVEMENT ASPHALT 6"3'4'OF PAVEMENT BOLLARD TO EDGE 12" FROM FACE OF FOUNDATION 12" DIA. CONCRETE Bollards located at corners of HVAC/Generator pad. Note:3'-6"4'-0"2"6"2'-0" GROUND SURFACE 2'-6"BASE CONCRETE CONDUIT ELECTRIC Light Base Detail Scale: 1/2" = 1'-0" DETAILS W/ LIGHT POST SUPPLIER COORDINATE POST CONNECTION LIGHT POST 4'-0"2'-0"BYRNE DAIRY COORDINATED w/ CAP OR CROWN TO BE w/ BYRNE DAIRY (COLOR TO BE COORDINATED PIPE FILLED w/ CONCRETE 6" DIA. SCH 40 CARBON STEEL BYRNE Since 1933 DAIRY Not To Scale Typical Handicapped Signage Detail 12"5' MIN.SIGNS CENTERED ON PARKING STALLS RESERVED HANDICAPPED PARKING FOR SIZE & LOCATION) STALL (REFER TO SITE PLAN HANDICAPPED PARKING FOR SIZE & LOCATION) STALL (REFER TO SITE PLAN HANDICAPPED PARKING PLAN FOR SIZE & LOCATION) ACCESS AISLE (REFER TO SITE ROUTE ACCESSIBLE 36" MIN. SIGNS CENTERED ON PARKING STALLS RESERVED HANDICAPPED PARKING 4'-0"12"TO MATCH ELEVATIONS TOP OF SIGN w/ SONBYRNE SALES) BE COORDINATED TYP. (COLOR TO 6" DIA. BOLLARD, AccessibleVan PARKINGRESERVED PARKINGRESERVED 1 1/2" BITUMINOUS TOP COURSE MIXTURE 2 1/2" BITUMINOUS BINDER COURSE MIXTURE 8" COMPACTED SUBBASE COURSE 3. Refer to Paving Material Table on this Sheet for further information. 2. All underground utilities shall be installed prior to placing subbase. 6" beyond edge of pavement. 1. For edge of pavement locations abutting grass areas extend subbase :Notes middle is required at locations other than driveways. proposed driveways. A sidewalk of 4" concrete with mesh in the 3. A sidewalk of 6" concrete with mesh will be required across the located on 30'-0" centers (max.). 2. Expansion joints shall be non-rising, premolded mastic and shall be 1. Concrete shall be 3,000 psi (min.) and have a broom finish. Notes: E. All reinforcing bars shall be grade 60. D. Maximum aggregate size of 1-inch. ASTM C150. Entrained air shall be from 5.5% to 9.5%. C. Type 1-A (Normal Air Entrained) cement in accordance with B. Slump range of 1 to 3-inches. A. 28-Day compressive strength (f 'c) of 4,000 psi (min.). and consist of the following: 1. The concrete pads shall conform to the thicknesses outlined above, Notes: Grassed Swale Detail Not To Scale PARABOLIC CROSS-SECTION water from entering the waterway during the establishment of the vegetation. conditions permit, temporary diversions or other means should be used to prevent be used for the establishment of the vegetation. It is recommended that, when A. For design velocities of less than 3.5 feet per second, seeding and mulching may for vegetative practices. 5. Stabilization shall be completed according to the appropriate standard and specifications that it will not interfere with the functioning of the waterway. 4. All earth removed and not needed in construction shall be spread or disposed of so damage in the complete waterway. 3. Fills shall be compacted as needed to prevent unequal settlement that would cause irregularities which will impede normal flow. required to meet the criteria specified herein, and be free of bank projections or other 2. The waterway shall be excavated or shaped to line, grade, and cross section as and disposed of so as not to interfere with the proper functioning of the waterway. 1. All trees, brush, stumps, obstructions, and other objectionable material shall be removed :Construction Specifications 6 IN. 1 FT. 4 FT. PAVED AREAS UNPAVED AREAS PIPE FROM 6" ABOVE TOP OF TO 95% MOD. PROCTOR 8" THICKNESS COMPACTED BACKFILL NOT TO EXCEED BEDDING MATERIAL BACKFILL WITH OF PIPE FROM 6" ABOVE TOP MODIFIED PROCTOR COMPACTED TO 92% EXCEED 12" THICKNESS BACKFILL NOT TO (MOUND FOR SETTLEMENT) AREAS PER LANDSCAPE SPECS. SEED & MULCH DISTURBED FINISHED GRADESPECIFICATIONS REFER TO PAVEMENT GEOTEXTILE 6" D 6"6" (MIN.)4"(MIN.)VARIES DEPTH Not To Scale Typical Trench Detail alignment while backfilling. removed from the excavated material before backfilling. Care shall be taken not to disturb the pipe Aggregate Table for additional information. Large rocks, organic matter, and/or debris shall be 8. The remaining portion of the trench shall be backfilled with suitable fill material, refer to the Soil & during the material placement. be taken so that the material is packed under the haunches of the pipe. The pipe is not to be moved 7. Bedding material shall be placed to a depth of at least 6 inches above the top of the pipe. Care shall 6. The area under the pipe shall be fully supported by the bedding material. 5. The bedding material shall be firmly tamped using a vibratory plate tamper. additional information. than 8% passing a number 200 (0.075 mm) sieve. Refer to the Soil & Aggregate Table for natural sand (ASTM D 2940); except with 100% passing a 2-inch (25 mm) sieve and not more 4. Bedding shall consist of naturally or artificially graded mixture of natural or crushed stone and 3. A 4-inch thick bedding material shall be placed to support the pipe and structures. 2. The trench shall be excavated 4 inches deeper than the final pipe invert or structure base grade. and interpretations, Subpart P: Section 1926.650 through 1926.652. 1. All excavation work shall be in conformance with the specifications detailed in OSHA's standards :Notes on 45° angles & 16" centers. 6. All striping shall be 4" wide and in color indicated unless otherwise noted. Cross hatching shall be placed 5. Refer to Site Plan Sheet C201 for pavement striping information. 4. Apply products in accordance with manufacturer's instructions. adhesion of finishing materials. outside the ranges required by the paint product manufacturer. Remove foreign particles to promote 3. Do not apply pavement paints during rain or snow, or when relative humidity or ambient temperatures are d. White Pavement Symbols - 20 mils c. White Pavement Letters - 20 mils b. Yellow Pavement Stripes - 20 mils a. White Pavement Stripes - 20 mils 2. Paint to meet NYSDOT Standard Specification 727-09. 1. All pavement markings and signage shall be applied or installed in conformance with the Village of Homer. Granite Curb Detail Scale: 1" = 1' 6"6"16"3" (MIN.)4"5"1/2" (MAX.) 1'-0" MATERIAL FILL BACKING CONCRETE (OPTIONAL) DRY MIX CURB GRANITE LAWN AREA GEOTEXTILE SUBGRADE (TYP.) PROOF ROLLED The contractor shall have the option of using a dry concrete mix in the area shown. 2. Stone or precast curb used adjacent to flexible pavement shall be set on a continuous concrete backing. unless a drop curb is specified. 1. The granite curb shall meet the specifications and size of a NYSDOT Type "C" curb (Non-mountable), Notes: IN-KIND) VARIES (MATCH STONE THICKNESS PLACING NEW ASPHALT SUBBASE PRIOR TO VERTICAL ASPHALT AND TACK COAT TO EXPOSED SAWCUT PAVEMENT, APPLY PROPOSED SUBBASE EXISTING PAVEMENT PROPOSED PAVEMENT SONBYRNE SALES, INC. CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK ITHACA BYRNE DAIRY For Construction.JFCA 1" = 20' 2020012 As Shown JFC JJL JFC C402 09/09/20