HomeMy WebLinkAboutC3.0 Civil Details 05-14-2020 ----------------r--------------- 9. 2a" �OF MQVTgN
1-"MIN
TOPSOIL L3/4"LTO
PER- RHLL Iz -sOPE
CHANDLER �
No. 111
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CRUSHED GRAVEL _
BASE-3"MIN.
48"
TYPICAL ASPHALT CROSS-SECTION sue-BASE COURSE MI" Mnx VM Aa ssU Sheet 3 of 4
C3.0 SCALE;NTS AS REQUIRED W PEMT REWIRED
2z COMPACTED SUBGRADE 2"K2'0/8"SQUARE GALVANIZED STEEL TUBE
SLOPE AWAY FROM BUILDING 41W RRE
SET IN 18"OF CONCRETE(TTP.) OC w m E
a'THICK POO vDEWAix 3/a"3/4"PER 1/2"PER V 3� \lox
rnx
V SLOPE SLOPE p IQ10 m
MIN.3'OF 1•CRUSHED AGGREGATE BASE T 1[p0
Tr
COMPACTED SUB-GRADE E O t
DROP CURB SPILL CURB E a
NOTES; SIDEWALK 10%MAX MAX SIDEWALK -III 7 0
1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(M.P.W.SPEC5.1996 ED.) (f) m
NOTES.
2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF t"AND MINIMUM ` -D
WIDTH OF GUTTER
1. CONCRETE DEPTH FOR STD.SIDEWALKS SHALL BE 4" a NOTE:TO AT A HEIGHT SO AS NOT C .z i
MIN. 3. EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S,P.T.S,CURB RETURNS AND AT NOT MORE THAN 300' TO BE OBSCSC MOUNTEDURED BY A VEHICLE PARKED IN THE
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND INTERVALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. DETACHABLE WARNING SURFACE SPACE. m m
BUILDINGS AT 2%. 3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS (24"x WIDTH OF CURB RAMP) C v_ m
3. CONCRETE SHALL BE 4,000 PSI®28 DAYS. REPRESENTATIVE. o 'L --
4. CONCRETE SHALL BE CLASS M-4000. ee
4. CONTRACTION JOINTS SHALL BE PLACED AT 5' S. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235(M.P.W.SPECS.,2003 ED.)FOR CURB ���o� �n t
INTERVALS,EXPANSION JOINTS AT 20'INTERVALS. 3
AND GUTTER EXPANSION PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.
z SIDEWALK CROSS-SECTION 3 CONCRETE CURB & GUTTER a HANDICAPPED ACCESSIBLE RAMP w
5 H.C. PARKING SIGN C
C3.0 SCALE:NTS C.0 SCALE:NTS C.O.B.STD.DWG.NO.02528-1 C3.0 SCALE:NITS C3.0 SCALE:NTS
o
V Ol
4 3' 4 EXISTING GRADE c
E%ISTING GRADE iT- �1
tT-
DEPTH PER CIVIL PLAN
- MA MAIN
PROPER
STBAC D
- SETBACK PER
ZONING r
TYPICAL RETENTION POND SECTION REGULATIONS
I
7 rl
W
COMPACTED TOPSOIL C3.0 5'TRANSITION SECTION FROM
SC11E:1"=5' EXISTING CURB TO DROP CURB:
CONCRETE WALK 1�1
0
6 j COMPACTED SOIL
MN 4H:1V MAX EXPANSION JOINTS COMPLETELY 1�,
AROUND SIDEWALK SECTION H07E5:
BOARD 1 Ybz18"DEEP HOLE 1'FIR1. ONE"U"RACK HAS CAPACITY TO HOLD 2 BIKES.
MAX.THROAT WIDTH 2. MAINTAIN 24"-30"SPACING BETWEEN"U"RACKS.
FILLED WITH CONCRETE FLOW DEPTH - 35 COMMERCIAL 3. MAINTAIN 24"FROM ANY PARALLEL WALL OR OBJECT.
40'INDUSTRIAL CURB&APRON POURED MONOLITHIC 4. MAINTAIN 30"FROM ANY PERPENDICULAR WALL OR OBJECT.
PROVIDE 6"COMPACTED UNLESS OTHERWISE APPROVED
TOPSOIL TO FLOW DEPTH
CONTRACTION JOINT
EXPANSION JOINTS AT CURB RETURNS
6 SIGN POST SETTING DETAIL B SWALE CROSS SECTION DETAIL (2)TYPICAL BICYCLE RACK
_)SIGN
NTS C3.0 SCALE:NTS SIDEWALK CONTRACTION JOINTS j I BACK OF CURB C3.0 SCALE:HIS
SPACED AT 5'INTERVALS-MIN. FLOW LINE
DEPTH 1". EXPANSION JOINTS
TO BE PLACED AT 25' EDGE OF GUTTER 20 MIL BE IMPERMEABLE UWM OF REWIRED
INTERVALS. O DIVER WER TOP OF PIPE (12'MR 12.0-.B'6 SACKFUL
VARIABLE 18'FOR 102'0 AND>)
CONTRACTION JOINTS TO BE SPACED (5.5'TYPJ
AT 10'INTERVALS IN CURB&GUTTER
ASPHALT/SIDEWALK
/D&L J-4126(SOLID COVER)OR J-4227(GRATE) EXPANSION JOINT MATERIAL SHALL BE 1/2"THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER.
TRENCH GRATING(OR APPROVED EQUAL) ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED.
3'-0" STREET SURFACE `(
GRADE ESTABDSHED AS 1/4"RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB 3V MP.) 12'(TVPJ
R MATCH EXISTING SIDEWALK GRADE soup MR PIPE
` 6" 2' 1/2"PER 1 SIDEWALK DRIVEWAY APRON
(VARIES)A�'i�T'•� " •,• 1/4"PER FOOT SLOPE STREET SURFACE
EXPANSION � � ...� � � "�.
JOINT TION VIEW (NTS)7^r � CONTECH STORMWATER DETENTION CHAMBER SEC �1
t.'
.�� REINFORCE WITH#4 4
BASE COURSE REBAR REINFORCING TABLE V �I
NOTES:THE WIDTH OF THE INVERT VARIED J"wASHED ROCK •BEARING Fr
FROM THE C.O.B.DETAIL TO SATISFY THE CURB&GUTTER OCMP A 0B REINFORCING PRESSURE
DESIGN REQUIREMENTS OF THIS APPLICATION. MIN.6"THICK RISER (psF)
FINISHED STREET SURFACE TO BE 1/8"TO M-4000 CONCRETE
NOTE x< s
S: •OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH
1/4"ABOVE EDGES OF DOUBLE GUTTER. §m wN+zocew
1. CONCRETE SHALL BE M-4000 --- - - -- -- � +zacEw
2. COVERS MUST BOLT DOWN TO FRAME } ( g+aacEw
MATERIAL
a�sERT .NT.-. e aa�„rF� J m�+aocEw Q�1'
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4 ugaoCLw AyA
ngaacEw I+i
SECTION VIEW
1� O
,Q CONCRETE STORM DRAINAGE CHASE 1, 3' WIDE VALLEY GUTTER 2 NON-RESIDENTIAL APPROACH ,3 CONTECH UNDERGROUND DETENTION CHAMBER
C3.0 SCALE:NTS C3.0 SCALE:NTS C3.0 SCALE:NTS C.O.B.STD.DWG.NO.02529-12 C3.0 SCALE:NTS 1"
U
20'-0" 0' FRAME AND
SLOTTED TOP COVER WEIR ELEV.479.00
GRATE
3"MIN.GRADE SLOT WIDTH-0.9
RINGS RIM ELEV.
4798.33 INLET PIPE
RIM E INLET PIPE ELEV. OUTLET PIPE II/ OUTLET PIPE
1 rt
` INV.IN INV.OUT
" INV.OUT •• 4794.00 9" 4794.00
SUMP_4 4715,10 + CONTRACTOR
CONTRACTOR a^ TO GROUT
4"J BASE
SLAB. TO GROUT SLAB 1"WEEP HOLE (TYP) OUTLET PIPE
S DIA LAB A (TYP) OUTLET PIPE 56"DA. Issue Date:511412020
SE BASE SLAB PLAN VIEW
Li PLAN VIEW SECTION VIEW
SECTION VIEW
30 CUBIC YARD DUMPSTER W/COVERED ROLL-OFF TOP
„ CONSTRUCTION DUMPSTER DETAIL 5 POND OUTLET STRUCTURE C3mO
,6 UNDERGROUND CHAMBER OUTLET STRUCTURE
C3.0 SCALE:NTS C3.0 SCALE:NTS C3.0 SCALE:HIS
#171293