Text · page 457 of 849
Read the whole document on one page (all 849 pages, each with its own heading)
6' sections 7209N and 7301 of the New York State Education Law for any person, unless acting under the direction of a registered architect, licensed engineer or land surveyor to alter this drawing. If altered such R.A., P.E. or L.L.S. shall affix his or her seal, signature, the date,the notation "Altered By" and a specific description of the alteration. All Rights Reserved. Reuse of these documents without the expressed written permission of CARMINAWOOD DESIGN is prohibited. WARNING it is a violation of article 145 Greensboro 2' DETECTABLE TAPE, 1'-6" TRENCH WIDTH BELOW FINISHED GRADE WIDTH OF PIPE (I.D. + 24") 2 Utica 2' 12" (I.D.) 12" Buffalo 12" 1 . PLAN VIEW O.D. IA .) D D (I. (6"MIN.) 1/3 I.D. (12"MAX.) NOTES: A. PIPE INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. Multifamily Development B. TRENCHING OPERATIONS SHALL INCLUDE ALL NECESSARY DEWATERING. 6'-0" C. TRENCH DETAILS ARE ONLY SHOWN FOR PURPOSES OF MATERIAL PLACEMENT AND MAXIMUM PAY LIMITS. D. AN OSHA APPROVED MOVABLE PROTECTIVE TRENCH SHIELD SHALL BE USED IN ALL UNSHEETED TRENCH AREAS. MATERIALS ELEVATION PIPE BEDDING MATERIAL (NYSDOT 1985 EDITION) 1 NO. 1 CRUSHED STONE OR CRUSHED GRAVEL WITH A GRADATION CONFORMING WITH NYSDOT SECTION 703-02. THE MATERIAL SHALL BE WELL GRADED WITH NO PARTICLES LARGER THAN ONE INCH AND HAVING A MAXIMUM GRADATION MEETING THE LIMITS DESCRIBED IN THE TYPICAL PIPE OUTLET W/END SECTION & RIP RAP SPECIFICATIONS. THE BEDDING SHALL BE COMPACTED IN 6" LIFTS WITH EQUIPMENT ACCEPTABLE TO THE PIPE MANUFACTURER. 1425 & 1475 Orchard Park Rd NO SLAG SHALL BE ALLOWED FOR MATERIAL 1 2 TYPE 2 CRUSHED STONE OR CRUSHED GRAVEL WITH A GRADATION CONFORMING WITH NYSDOT SECTION 304-2.02 TYPE 2. THE MATERAIL SHALL BE WELL GRADED WITH NO PARTICLES LARGER THAN TYPICAL PRECAST CATCH BASIN TWO INCHES AND HAVING A MAXIMUM GRADATION MEETING THE LIMITS DESCRIBED IN THE SPECIFICATIONS. THE BEDDING SHALL BE COMPACTED IN 6" LIFTS WITH EQUIPMENT © CARMINA WOOD DESIGN ACCEPTABLE TO THE PIPE MANUFACTURER. West Seneca, NY NO SLAG SHALL BE ALLOWED FOR MATERIAL 2 STORM SEWER TRENCH SECTION IN PAVED AREAS GRADE Date 6" TOPSOIL (MIN.) HYDROSEED 3H 8" DIA. INLINE YARD DRAIN WITH "STANDARD" GRATE 1V NOTES: MAX. PONDING/ OVERFLOW ELEV. 1. FILTER FABRIC TO BE NON-WOVEN CLASS 'C', MIRAFI 180-N OR 6" EXCAVATED FROM TRENCH RIM OF YD APPROVED EQUIVALENT BACKFILL WITH MATERIAL DETECTABLE TAPE, 1'-6" EL. 673.50 6" PONDING HEIGHT BELOW FINISHED GRADE EL. 673.00 2. DRAINAGE GRAVEL TO MEET AASHTO M-43. NO.67, SIZE 0.25" TO TRENCH WIDTH 0.75" (I.D. + 24") 3. CONTRACTOR TO PROVIDE PLANTING SOIL SUBMITTAL No. Description SPECIFICATION FOR REVIEW AND APPROVAL PRIOR TO 2 CONSTRUCTION. YARD DRAINS SHALL BE 4. BIORETENTION SOIL IS NOT TO BE INSTALLED UNTIL SITE IS REVISIONS: NYLOPLAST AMERICA INC. OR APPROVED EQUAL STABILIZED. 30" MIN. PLANTING SOIL DEPTH PLANTING SOIL BED NOTE:PLANTING SOIL SHALL BE LOAM/SAND MIX CONTAINING A MINIMUM OF 35 TO 60% SAND BY VOLUME AND LESS THAN 25% CLAY. 12" (I.D.) 12" SOIL SHOULD FALL WITHIN USCS TYPES SM OR ML WITH PERMEABILITY OF AT LEAST 1.0 FEET PER DAY. SOIL SHOULD BE FREE FROM STONES, HDPE RISER PIPE STUMPS, ROOTS OR OTHER WOODY MATERIAL OVER 1" IN DIAMETER. TOP OF PIPE ZONE 6" PERFORATED HDPE PLACEMENT OF THE PLANTING SOIL SHOULD BE IN LIFTS OF 12" TO 12" UNDERDRAIN IN 10" EL. 670.50 18", LOOSELY COMPACTED. 1 DRAINAGE GRAVEL JACKET EL. 669.67 CHARACTERISTICS SHALL BE: PH RANGE: 5.2 - 7.00 . ORGANIC MATTER: 1.5 - 4.0% O.D. IA FILTER FABRIC .) D MAGNESIUM: 35 LBS PER ACRE MIN. D 6" PHDPE SUBGRADE OR EX. (I. SOIL PHOSPHORUS: 75 LBS PER ACRE MIN. UNDERDRAIN DRAINAGE GRAVEL POTASSIUM: 85 LBS PER ACRE MIN. (6"MIN.) PIPE @ 0.0% SOLUBLE SALTS: 500 PPM 1/3 I.D. (12"MAX.) 90° HDPE ELBOW CLAY: 10 TO 25% SILT: 30 TO 55% BIORETENTION AREA #1 & #2 - TYPICAL SECTION SAND: 35 TO 60% NOTE: FOR INLINE DRAINS, THE ELBOW SHALL NOTES: BE REPLACED BY A TEE A. PIPE INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. bio-retention area seeding spec (Northeast Wetland Grass Seed Mix): B. TRENCHING OPERATIONS SHALL INCLUDE ALL NECESSARY DEWATERING. HDPE PIPE, SEE PLAN FOR SIZE & SLOPE Seed Mixture Variety Percent by No. of Seeds C. TRENCH DETAILS ARE ONLY SHOWN FOR PURPOSES OF MATERIAL Creeping Bentgrass Agrostis stolonifera 63.0 PLACEMENT AND MAXIMUM PAY LIMITS. Rough Bluegrass Poa trivialis 17.0 NOTE: Meadow Foxtail Alopecurus arundinaceus 11.0 D. AN OSHA APPROVED MOVABLE PROTECTIVE TRENCH SHIELD SHALL SEE TYPICAL TRENCH SECTION FOR BEDDING REQUIREMENTS Annual Ryegrass Lolium multiflorum 4.5 BE USED IN ALL UNSHEETED TRENCH AREAS. Deertongue Panicum clandestinum 4.5 MATERIALS DRAWING NAME: PIPE BEDDING MATERIAL (NYSDOT 1985 EDITION) TYPICAL YARD DRAIN DETAIL Drainage Details 1 NO. 1 CRUSHED STONE OR CRUSHED GRAVEL WITH A GRADATION CONFORMING WITH NYSDOT SECTION 703-02. THE MATERIAL SHALL BE WELL GRADED WITH NO PARTICLES LARGER THAN ONE INCH AND HAVING A MAXIMUM GRADATION MEETING THE LIMITS DESCRIBED IN THE SPECIFICATIONS. THE BEDDING SHALL BE COMPACTED IN 6" LIFTS WITH EQUIPMENT ACCEPTABLE TO THE PIPE MANUFACTURER. NO SLAG SHALL BE ALLOWED FOR MATERIAL 1 Date: 5/22/26 2 BACKFILL MATERIAL SHALL BE NATIVE SOIL CONTAINING NO UNSUITABLE MATERIAL COMPACTED IN 6" LIFTS. Drawn By: A. Pandolfe Scale: As Noted DRAWING NO. STORM SEWER TRENCH SECTION IN UNPAVED AREAS C-303 Project No: 23-4121 Page 457 of 849