THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER P WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.

NOTE: ALL NUMBERS REPRESENT INCHES UNLESS OTHERWISE SPECIFIED.

HEADWALL- ENDWALL FLARED END SECTION REINFORCED CONCRETE PIPE SCHEDULE

NOT TO SCALE

NOTE:

THE SAND MUST MEET THE SPECIFICATIONS FOR CLEAN MEDIUM-AGGREGATE CONCRETE SAND IN ACCORDANCE WITH ASTM M-6 OR ASTM C-33

2. STONE LAYER MUST MEET THE SPECIFICATIONS FOR CLEAN COARSE AGGREGATE IN ACCORDANCE WITH ASTM NO. 57.

SAND FILTER BED

NTS

OVERLAP FILTER EARRIC ON TOP

FABRIC ON TOP

「——〒〒〒〒

1. WASHED STONE RETENTION VOLUME = 5.1 CUBIC FEET PER LINEAR FOOT

2. DESIGN AND PROPER FUNCTION OF RECHARGE SYSTEM RELIES ON ADEQUATE PERMEABILITY OF SOILS BENEATH THE RECHARGE SYSTEM. EXCAVATION BENEATH INVERT OF PERFORATED PIPES SHALL BE CARRIED TO THE ELEVATION AT WHICH PERMEABILITY SAND AND GRAVEL IS ENCOUNTERED WHICH HAS A PERMEABILITY RATE OF AT LEAST 20 INCHES/HOUR. RECHARGE PIPE

NTS

GENERAL NOTES

  1. ALL EDGES TO BE CHAMFERED 1"
  2. D=DIAMETER OF PIPE.

PLAN VIEW

END VIEW

  1. THE TERMINUS FOR OUTLET AND INLET APRONS SHALL BE SET BY EXTENDING THE PIPE GRADE AHEAD AND BACK RESPECTIVELY.
  2. THE TERMINUS FOR OUTLET AND INLET APRONS SHALL BE SET BY EXTENDING THE PIPE GRADE AHEAD AND BACK RESPECTIVELY.
  3. THE TERMINUS FOR OUTLET AND INLET APRONS SHALL BE SET BY EXTENDING THE PIPE GRADE AHEAD AND BACK RESPECTIVELY.
  4. FOR ARCH PIPE, THE SPAN SHALL BE SUBSTITUTED FOR "D"
  5. EXPOSED PORTIONS OF WALL TO BE RUBBED & FLOATED TO REMOVE FORM MARKS.

USE CLASS "B" CONCRETE

DESCRIPTION"D""L""W""A""H"INV. BT/W
HEADWALL12"21"36"24"24"
HEADWALL15"26"45"30"27"
HEADWALL18"31"54"36"30"
HEADWALL24"42"72"48"36"
HEADWALL30"52"90"60"42"
HEADWALL36"62"108"72"48"
HEADWALL48"83"144"96"60"

OUTLET END

HEADWALL AND APRON DETAIL

SCALE: 3/8"=1'-0

KRISIN 1/22/24 H:\PROJECTS\323617 < 323617 S09 CONSTRUCTION DETAILS >

KEY MAP

SCALE: 1" = 2000'

2 01/22/2024 REV PER PLANNING BOARD COMMENTS KNL

1 11/20/2023 GENERAL REVISIONS KNL

No. DATE DESCRIPTION BY

PDS

PROFESSIONAL DESIGN SERVICES, L.L.C.

CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701 PHONE 732 363 0060 FAX 732 363 0073 NEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO. 24GA28125400

IAN M BORDEN, PP N.J. PROFESSIONAL PLANNER LICENSE #33LI00617400 IBORDEN@PDS-NJ.COM WILLIAM A. STEVENS, PE, PP PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394 BSTEVENES@PDS-NJ.COM

GRAHAM J. MACFARLANE, PE, PP, CME PROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110 PROFESSIONAL PLANNER, NEW JERSEY LIC. #6104 GRAHAM@PDS-NJ.COM STEVEN METELSKI, JR., PLS N.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393 STEVENEN@PDS-NJ.COM

[F2]

WILLIAM A. STEVENS, J.P.E. P.P.

PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394

PRELIMINARY & FINAL SITE PLANS

CONSTRUCTION DETAILS STORMWATER

FOR TAX BLOCK 22203 TAX LOT 11

TOWNSHIP OF JACKSON

NEW JERSEY

SCALE:AS SHOWNJOB NUMBER:323617
DRAWN BY:KNLDATE:MARCH 17, 2023
DESIGN/CALC'D BY:IMBSHEET: 1215
CHECKED BY:WAS