S-63-15.1-15.8CONSTRUCTION NOTES
OCONSTRUCT 2" ASPHALTIC CONCRETE SURFACING WITH SEAL COAT OVER SC -Z50 PRIME COAT AND 4 "AGGREGATE BASE,
(SEE STD. PLAN 110.1 AND TYPICAL SECTION ON SHEET 6)
O CONSTRUCT 3" ASPHALTIC CONCRETE SURFACING WITH SEAL COAT OVER 6" AGGREGATE BASE (SEE STD.
PLAN NO. 1 AND TYPICAL SECTION ON SHEET 6),
O3 CONSTRUCT 2" ASPHALTIC CONCRETE 3GRFACE ALLEY WITH STANDARD CONCRETE GUTTER (SEE 3TOs
PLAN NO. 10 AND DETAIL ON SHEET El. T RAC
4 CONSTRUCT STD. 6" CONCRETE CURB & GUTTER TYPE D (SEE STD. PLAN NO. 6 AND DETAIL ON SHEET 6).
5 ftOnTRUCT STD. 8" CONCRETE CURB & GUTTER TYPE C (SEE STD. PLAN NO. 5 AND DETAIL ON SHEET 6). I T 0
6 CONSTRUCT 6" C.F. TO 8" C.F. TRANSITION CONCRETE CURB AND GUTTER,
7 CONSTRUCT 6" C.F. TO 8" C.F. TRANSITION CURB ONLY AT CROSS GUTTER APRONS..
18 CONSTRUCT STANDARD CONCRETE SIDEWALK 4" THICK X 4' OR WIDE, -
ORANGE COU
9 CONSTRUCT STANDARQ CONCRETE CROSS GUTTER AND APRONS 8" THICK (SEE STU. PLAN NO. 8 & 9 AND'
DETAIL UN SHEET 71.
L0 CONSTRUCT CONCRETE ALLEY INTERSECTION PER STANDARD PLAN 90. 10.
f I CONSTRUCT 8" V.C.P. SEWER MAIN, STANDARD MANHOLES AND 6" V.C.P. HOUSE CONNECTIONS, SCALE, AS SHOWN
12 PLACE 2" X 6" REDWOOD HEADER
13 CONSTRUCT. CATCH BASIN AND CURB INLET (SEE DETAIL ON SHEET 8).
FOR
ESTIMATED QUANTITIES
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