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←
ACCESS RISER
EXCAVATION TRENCH
4640 TRUEMAN BLVD HILLIARD, OHIO 43026
NOTES:
36" HDPE PERF PIPE
PERFORATION SCHEDULE
24" DRAIN BASIN RISER
(3) #6 CONTINUOUS—
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DATE 7-20-99 TITLE NYLOPLAST STRUCTURE PERFORATION SCHEDULE
REVISED BY NMH PROJECT NO./NAME
DATE 11-2-18
DWG SIZE A SCALE NTS SHEET 1 OF 1 DWG NO. 7001-110-008 REV E
FOREBAY RISER DETAI NOT TO SCALE
UNDERGROUND BASIN — PLAN VIEW NOT TO SCALE
-RIPRAP 12" THICK APRON
SMALL SCALE SURFACE INFILTRATION BASIN
NOT TO SCAL
FOR DESIGN INFORMATION, DIMENSIONS AND RIP RAP SIZE SEE CHART BELOW.
GENERAL NOTES: 1. ALL CONCRETE TO BE CLASS B 4,500 P.S.I. 2. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH ½" THICK CEMENT PLASTER. INLET FRAME SHALL BE SECURELY GROUTED IN PLACE. 3. FRAME & GRATE TO BE CAMPBELL-FOUNDRY No. 3440 OR APPROVED EQUAL. 4. PROVIDE 7/8" DIA. ALUMINUM LADDER RUNGS, 12" O.C. AS NECESSARY. 5. ALL PRECAST STRUCTURES TO RECIEVE BITUMASTIC TAR COAT OUTSIDE ONLY.
1. FLARED END SECTIONS SHALL CONFIRM TO THE REQUIREMENTS OF ASTM C76, AS MANUFACTURED BY VIANINI PIPE INC. OF WHITEHOUSE NJ, 08889, OR APPROVED EQUAL. CIRCUMFERENTIAL REINFORCEMENT MAY CONSIST OF EITHER ONE CAGE OR TWO CAGES OF STEEL. COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 400 PSI. 2. TRASH RACK TO BE REMOVABLE.
* CLASS I OR II MATERIAL PER ___ BEDDING (CLASS I OR II MATERIAL) ASTM D2321, LATEST EDITION, = 4" MIN. FOR 12" – 24" HDPE PIPE ___ COMPACTED IN MAX. 8" LOOSE = 6" MIN. FOR 30"–60" HDPE PIPE LIFTS TO 95 % MIN. OF MAX. SPD
SECTION A-A
BASIN STABILIZED ACCESS ROAD DETAIL
REV. - 03-26-2026 REVISED FOR REVIEW COMMENTS
REV. - 03-30-2025 REVISED FOR RESOLUTION COMPLIANCE
REV. - 02-26-2025 REVISED FOR RESOLUTION COMPLIANCE
REV. - 11-08-2024 REVISED FOR OCEAN COUNTY COMMENTS
REV. - 10-18-2024 REVISED FOR SCD COMMENTS
REV. - 8-06-2024 REVISED FOR SCD COMMENTS
CONSTRUCTION DETAILs
PRELIMINARY & FINAL MAJOR SITE PLAN 1231 ALDRICH ROAD BLOCK 6002 LOTS 2 & 3 TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY OWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV
PLAN
SECTION B-B
SECTION B-B
* CLASS I BACKFILL REQUIRED AROUND 60" DIAMETER FITTINGS
LOAD BEARING CONCRETE COLLAR SHALL BE CONSTRUCTED
IN TRAFFIC AREAS SUCH THAT THE LIVE LOAD IS TRANSMITTED TO THE SURROUNDING SOIL AND NOT DIRECTLY TO THE RISER.
2. STONES FOR RIP RAP SHALL BE COMPOSED OF A WELL GRADED MIXTURE OF DURABLE ROCK SUCH THAT 50% OF THE MIXTURE BY WEIGHT SHALL BE LARGER THAN A d50 STONE DIAMETER THE MIXTURE SHALL CONTAIN A SUFFICIENT MIXTURE OF OTHER STONES TO FILL VOIDS. THE DIAMETER OF THE LARGEST STONE SIZE SHALL BE 1.5 d50.
3. TAILWATER (TW) IS BASED UPON 0.2 x do OR SURFACE WATER ELEVATION, WHICHEVER IS HIGH
SCOUR HOLE OUTLET PROTECTION
OUTLET CONTROL STRUCTURE 2 NOT TO SCALE
OUTLET CONTROL STRUCTURE NOT TO SCALE
N.T.S.
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