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MANHOLE COVER/ HAY BALES <br />CATCH BASIN INLET <br />A A <br />PLACE LOOSE STRAW <br />BETWEEN MAY BALES <br />! ABUT BALES TIGHTLY <br />PLAN <br />USE 2•x 2'x 42• <br />WOOD STAKES, BALE NARES TO <br />2 PER BALE (TYPICALzv �PARALLEL T <br />GROUND (TYPICAL) <br />scrE <br />CATCH BASIN/MANHOLE 4• IMBEDINTO <br />WITH HEAVY DUTY FRAME SUBGRADE: E: BACKFILL <br />AND GRATE/COVER TO BE COMPACTED <br />PUNCH HOLE ONSIDE <br />OF CATCH BASINS ONLY <br />HAY BALE DETAIL <br />AT CATCH BASINS/MANHOLES A <br />11 <br />(TYPICAL) <br />HAY BALE — <br />0'-10' FROM <br />TOE OF SLOPE <br />(TYPICAL) <br />USE 2•x 2'x 42' <br />WOOD STAKES. <br />2 PER BALE (TYPICAL) <br />BALE NARES TO <br />BE PARALLEL TO <br />GROUND (TYPICAL) <br />FINISHED ROUGH <br />GRADE SURFACE <br />1 f -EXISTING GROUND <br />TEMPORARY HAY BALE <br />DETAIL FOR SLOPES (TYPICAL) <br />EROSION CONTROL <br />RECORD DRAWINGS <br />The information contained on these plans is based upon the "as -built" information <br />provided by the Contractor and generally depicts the post -construction conditions of this <br />site. A post -construction survey was not completed. All information should be field <br />verified prior to undertaking any future work on this site. <br />Kevin C. Carter, P.E. C44665 Date <br />Kerry Engineering and Surveying, Inc. \,.\ Y`'"/fir -, <br />R/W OR PUE <br />(SEE PLANS) <br />I <br />1.5' <br />5' MIN. �-- - _ <br />FENCE INSTALLATION DETAIL <br />NOT TO SCALE <br />DETAILS <br />NOT TO SCALE <br />OLD LOCATION <br />42"n <br />NEW LOCATION <br />MAILBOX RELOCATION DETAIL <br />NOT TO SCALE <br />f 1A <br />•�J ------ L � J / <br />r-- - ----------� ---------- - -� - <br />• - o <br />2.75 • <br />36" AUTOMATIC n '� <br />DRAINAGE GATE N <br />I I I (TYP.) 1 Q, <br />I I 13' o <br />1 r I I <br />•/ L-------- ---------------- <br />----------1---------TMJ <br />o-------------- /--------- • <br />3.5' MIN.1' 1' MIN. <br />1. ALL REINFORCED CONCRETE TO BE CLASS "A" <br />2. SEE SJC STD. PLAN C-1 FOR PRECAST MANHOLE <br />DETAIL <br />#5 HOOPS AROUND <br />ALL INLETS AND <br />OUTLET PIPES <br />/ 1 1 <br />M 1 <br />I <br />• •• <br />SEE 13ff3i <br />60+ <br />PRECAST MANHOLE SECTION. <br />NOT SUFFICIENT CLEARANCE <br />OF THE MANHOLE BASE ANO <br />A PRECAST SECTION AND <br />FRAME, USE A TOP SLAB <br />•: of <br />.i 4t*Ali <br />" CLR. <br />THERE IS <br />N THE TOP <br />GRADE FOR <br />COVER <br />TO DRAIN W <br />MORTAR <br />r•� <br />j1`1Jr�� �• � T�'1`t• <br />e <br />FORM RECESS FOR <br />MANHOLE BARREL <br />© 2" TYPICAL WALL <br />/ \ <br />I I <br />60/117 <br />BOTTOM SLAB TO BE IN PLACE PRIOR TO -' <br />CONSTRUCTION OF PIPE WHERE CAST -IN- <br />PLACE PIPE IS USED. SECTION A -A <br />JUNCTION BOX °1 <br />JUNCTION BOX DETAIL <br />NOT TO SCALE. <br />OF <br />otyi <br />x <br />2 <br />V <br />Y <br />W <br />H <br />O <br />= <br />Cr <br />U <br />Y <br />W <br />0, <br />W <br />O <br />as <br />3 <br />.. <br />3 <br />O <br />g <br />�n <br />0 <br />40 <br />U <br />U n <br />ow <br />logo <br />�t o <br />< cr <br />w <br />Ix <br />V N <br />to <br />'n) <br />17 <br />qL C4 <br />V) N <br />N <br />da <br />N <br />otyi <br />x <br />2 <br />V <br />Y <br />W <br />H <br />O <br />= <br />Cr <br />U <br />Y <br />W <br />0, <br />W <br />O <br />as <br />3 <br />.. <br />3 <br />O <br />g <br />�n <br />0 <br />40 <br />U <br />U n <br />ow <br />o< <br />z <br />�t o <br />< cr <br />w <br />Ix <br />V N <br />to <br />'n) <br />17 <br />qL C4 <br />V) N <br />N <br />da <br />N <br />W <br />{ N <br />Foo <br />�v <br />CL <br />h <br />to~in <br />;0,o <br />8 <br />SIN <br />U <br />�0co <br />�>q <br />^0 <br />_Q <br />z <br />cr0 <br />U <br />vvw <br />I s <br />w <br />Z <br />V O <br />O <br />ILU <br />V Z_ <br />• 12" T/B E. W. o <br />a <br />CLR. 0 <br />O <br />` W vai <br />tD J <br />W N <br />W <br />_C6 <br />