Engineering Plans 2

3. INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLET. 4. BOTTOMS SHALL BE DISHED AND SLOPED TOWARD THE OUTLET. 5. FRAME SHALL BE CAMPBELL FOUNDRY PATTERN NO. 3432 WITH BICYCLE GRATE PATTERN NO. 2617, OR APPROVED EQUAL. FRAME & GRATE SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 2. PIPE TO BE CUT FLUSH WITH BASIN WALL. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 1. INLET MAY BE CONSTRUCTED OF CONCRETE OR CONCRETE BLOCK. IF CONCRETE BLOCK IS USED, THE BOTTOM SHALL BE AS SHOWN FOR CONCRETE, AND THE OUTSIDE WALL SHALL BE PLASTERED WITH A 1/2" THICK COAT OF 1:2 CEMENT, SAND MORTAR. FULLY SET CASTING IN MORTAR COMPLETELY AROUND VARIABLE 5" IF PRECAST 6" IF CONC. BLOCK 12" IF OVER 8' DEEP CLASS "C" CONCRETE BENCH 0.8 DIA. of PIPE 2" MIN. 3/8" MORTAR JOINTS (IF CONC. BLOCK) CLASS "D" CONCRETE 8" 4'-0" INLET FOUNDATION TO BE EXTENDED 6" WHERE DEPTH EXCEEDS 8' EXCEPT IN ROCK 6" 5'-4" 8" 8" 8" 8" 6" VARIABLE CLASS "C" CONCRETE OR CONCRETE BLOCK LADDER RUNGS 18" O.C. 6" 8" 1'-10" 8" 6" 3'-2" TYPE 'A' INLET SCALE: NTS TYPE "E" INLET SCALE: NTS INLET TYPE "B" SCALE: NTS A Anderson Consulting Services LLC 45 o F B VARIES PRESSURE TREATED DOUBLE 2"x10" WETLANDS EDUCATIONAL SIGNS 10" SCALE: NTS 8" 6"x6" PRESSURE TREATED COLUMN PRECAST MANHOLE 6" G 4' 0" SCALE: NTS PLAN VIEW GROUND BCA PWA PWA Designed by Checked by D E Date C Proj. No. 42" CLASS B CONCRETE CAST IN SONOTUBE Drawn by A AS SHOWN 4' 0" 1"x6" DECKING SCREWED TO JOISTS Scale 2"x8" JOISTS 2' - 0" ON CENTER 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 4"x4" PRESSURE TREATED RAILING BOLTED WITH GALVANIZED BOLTS BOARDWALK DECK SECTION SCALE: NTS 8" 8' 0" & VARIES 4" 4" 4' 0" PRESSURE TREATED 2"x4" RAILING TOP & BOTTOM 4" 1 21 " x 1 21 " PRESSURE TREATED SPINDLES DECK SURFACE DECK RAILING DETAIL SCALE: NTS PIPE DIA. 12" 15" 18" 24" 30" 36" 48" A 36" 48" 48" 60" 72" 78" 84" B 30" 30" 30" 36" 36" 48" 48" DIMENSION SCHEDULE C D E F G 54" 40" 36" 22" 78" 60" 45" 37.5" 22" 92" 60" 45" 39" 22" 92" 64" 48" 42" 26" 112" 72" 54" 45" 26" 124" 78" 60" 48" 35" 144" 90" 66" 54" 35" 150" APPROX. WEIGHT 5445 LBS. 6400 LBS. 6400 LBS. 7250 LBS. 9276 LBS. 11623 LBS. 12402 LBS. SPECIAL SIZES NOT LISTED CAN BE MFG. UPON REQUEST NOTES : * ALL

24" 78" 60" 48" 35" 144" 90" 66" 54" 35" 150" APPROX. WEIGHT 5445 LBS. 6400 LBS. 6400 LBS. 7250 LBS. 9276 LBS. 11623 LBS. 12402 LBS. SPECIAL SIZES NOT LISTED CAN BE MFG. UPON REQUEST NOTES : * ALL EXPOSED EDGES TO HAVE 1" BEVELED CORNERS * APRON BY CONTRACTOR IN FIELD * REINFORCING - NO. 4 BARS AT 12" O.C.E.W. * CONCRETE TO TEST 4000 PSI @ 28 DAYS WINGWALL WITH FOOTING SCALE: NTS R Know what's below. Call before you dig. PRELIMINARY AND FINAL SITE PLAN ELEVATION SP-28 SHEET 28 OF 66