HomeMy WebLinkAboutC1.2 DETAILS 04-22-19 MARK A.
CHANDLER
No. 9518ES o?
Sheet 3 of 3
U
C E m
I � m
`or
SIDEWALK WIDTH PER PLAN J `�
W
2%SLOPE 0 0 c D O
4"THICK P.C.0 SIDEWALK m m
C
MIN.3"OF 1"CRUSHED AGGREGATE BASE ` m
Ul �
20•-0•• COMPACTED SUB-GRADE a
W
8
NOTES:
1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4"
MIN.
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND
BUILDINGS AT 2%.
3. CONCRETE SHALL BE 4,000 PSI ® 28 DAYS.
4. CONTRACTION JOINTS SHALL BE PLACED AT 5' CI�
INTERVALS, EXPANSION JOINTS AT 20' INTERVALS. IQJ�1
` TYPICAL SIDEWALK CROSS-SECTION A
C1.2 SCALE:Nis
4'
TOP OF SWALE:4710.80
4.1 E
Mqk SRO 6"DEPTH MPy sa N
yn
FINISH GRADE SWALE WITH
6"TOPSOIL AND SEED W
BOTTOM OF SCALE:4710.30
a �
3 STORMWATER SWALE SECTION VIEW w
C12 SCALE:NTS
loci
POND WIDTH VARIES �T
Li
30 CUBIC YARD DUMPSTER W/ COVERED ROLL-OFF TOP TOP OF POND:4710.80 h+l �r/
4 J M DEPTH VARIES:0.92'MAX POND DEPTH pPE
CONSTRUCTION DUMPSTER DETAIL ax S40P &MAX WATER STORAGE DEPTH 1 MNX s
f q;
C1.2 SCALE:NTS L
FINISH GRADE WITH 6"
TOPSOIL AND SEED
BOTTOM OF POND
a
APPROXIMATELY Q Q Q r,
4'-6' \/ OVER-EXCAVATE 20'LONG x 3'WIDE SECTION AT U
Q Q BOTTOM OF RETENTION PONDS DOWN TO NATIVE GRAVEL
LAYER(APPROXIMATELY 4'-6'BELOW EXISTING GRADE)
_ AND BACKFILL WITH WELL DRAINING GRAVEL
3 ESTIMATED SEASONAL HIGH GW
ELEVATION IS AT THE TOP OF
p p THE NATIVE GRAVEL L4YER
O O O
NATIVE GRAVEL LAYER
n TYPICAL RETENTION POND SECTION VIEW
C1.2 SCALE:NTS
Issue Date:411812019
Clm2
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