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.
KRISTIN 1/22/24 H:\PROJECTS\3236
GENERAL NOTES
1. FOOTER TO BE N.J.D.O.T. CLASS "B" CONC. 2. INVERT TO BE CLASS "B" CONCRETE. 3. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH 1/2" THICK CEMENT PLASTER. 4. FRAME AND GRATE TO BE NO. 2618 AS MANUFACTURED BY CAMPBELL FOUNDARY Co., W/6" BICYCLE GRATE. 5. PROVIDE 7/8" DIA. ALUMINUM LADDER RUNGS, 12" O.C. 6. ALL PRECAST STRUCTURES TO RECEIVE BITUMASTIC TAR COAT OUTSIDE ONLY. 7. ALL STORM SEWER PIPE SHALL HAVE A 6" STONE BEDDING TO 1/2 DIAMETER OF PIPE.
SECTION B-B
SECTION A-A
TYPE B INLET SCALE: 3/8"=1'-0"
PLAN
NOTES:
MANHOLE FRAME AND COVER SHALL BE PATTERN No. 1202B AS MANUFACTURED BY THE CAMPBELL FOUNDRY CO., OR APPROVED EQUAL.
MANHOLE FRAME AND COVER TO BE HEAVY DUTY, CONFORMING TO ASTM SPECIFICATION A-48 WITH SHOP COAT OF ASPHALTIC PITCH. STANDARD MANHOLE FRAME AND COVER NTS
W1
OUTLET CONDUIT PROTECTION NOT TO SCALE
B
NOTES: 1. WALLS & FOOTER TO BE CLASS 'C' CONCRETE. 2. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH ½" THICK CEMENT PLASTER. 3. FRAME AND GRATE TO BE #3440 AS MANUFACTURED BY CAMPBELL FOUNDRY CO. OR EQUAL.
GRATE ELEV 6" CONCRETE OR CONCRETE BLOCK ORIFICE ELEV
INLETS TYPE B1 OR TYPE B2 TO BE OF THE SAME CONSTRUCTION AND DIMENSIONS AS INLET TYPE B, EXCEPT AS OTHERWISE INDICATED BELOW
STAGE 1
CONSTRUCT FOUNDATION AND INVERT IN TWO STAGES. LEAVE TOP SURFACE OF STAGE 1 ROUGH.
BASIN 2
BASIN BOTTOM ELEV3" ORIFICE ELEVGRATE ELEV
71.0072.0073.50
OUTLET CONTROL STRUCTURE
SCALE: 3/8"=1'-0"
TYPE B1 INLET NTS
NOTE:
FILL SECTION AREA MUST BE GRADED 2'−0" MINIMUM ABOVE TOP OF PIPE BEFORE EXCAVATING TRENCH.
STORM PIPE BEDDING NTS
NTS
PERFORATED HDPE RECHARGE SYSTEM
NTS
STORM DRAINAGE MANHOLE
NTS
FRONT ELEVATION 8" HIGH CURB
1. MATERIAL: GRAY CAST IRON ASTM A16-83, CLASS 30B. 2. IN RETROFIT SITUATIONS, THIS CURB PIECE (HEAD) WILL FIT EXISTING FOUNDRY CO. MANUFACTURED CURB INLETS FOR NJDOT TYPE B, B-1, D, D-1 AND D-2. 3. NAMEPLATE MESSAGE CAN BE MODIFIED TO SPECIFIC NEEDS WITHIN THE AREA SHOWN. 4. CASTING SUPPIED WITHOUT SLIREACE COATING
TYPE "N" CURB PIECE INLET SCALE: 3/4"=1'-0"
END SECTION 6" HIGH CURB
END SECTION 8" HIGH CURB
POST & RAIL FENCE AND GATE AT STORMWATER BASINS
KEY MAP
SCALE: 1" = 2000'
☰PDS
PROFESSIONAL DESIGN SERVICES, L.L.C.
WILLIAM A. STEVENS, III, P.E., P.P. PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394
TOWNSHIP OF JACKSON
OCEAN COUNTY NEW JERSEY
SCALE:AS SHOWNJOB NUMBER:323617
DRAWN BY:KNLDATE:MARCH 17, 2023
DESIGN/CALC'D BY:IMBSHEET: 1115
CHECKED BY:WAS