HomeMy WebLinkAboutC3.0 - CIVIL DETAILS 05-13-20 2a
9"
- Irvus cWNuwt Hu 2' 5.4'(0.45')
TOPSOIL 3/4"TO PER
12 -s MNus BnsE GRAVEL + ) "R 1'SLOPE
COMPACTED SUB-BASE
a �9' ///////////////� 3_p• STREET SURFACE
CRUSHED GRAVEL 3 1/2'
BASE-3°MIN. qg^ 1/2"PER 1'
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MIN f
TYPICAL A PHALT CR - ECTI N SUB-BASE COURSE
Sheet 3 o 3
C3.0 AS REQUIRED wig'.:•_' ':.
SCALE:NTS
2%SLOPE AWAY FROM BUILgNC COMPACTED SUBGRADE
4•THICK P.C.0 SIDEYIPLK 3/4" 3/4"PER \-M-
7"� g m
C �m E
,'SLOP SLOPEPER 1 3� REINFORCE WITH#4 m mMIN.J'OF 1'CRUSHED AGGREGATE fl4EE REBAR C m
'S� NOTES:THE WIDTH OF THE INVERT VARIED COMPACTED SUB-GRADE FROM THE C.0.8.DETAIL TO SATISFY THE
DROP CURB SPILL CURB DESIGN REQUIREMENTS OF THIS APPLICATION. E v
NOTES; SIDEWALK 10%MAX IDEWALK FINISHED STREET SURFACE TO BE 1/8°TO m
1. SUB GRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(M.P.W.SPECS,
1996 ED.) CUR 1/4°ABOVE EDGES OF DOUBLE GUTTER. `
NOTES: 2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF i"AND MINIMUM `. -O m uT
WIDTH OF b'. GUTTER C z o
1 MIN.NCRETE DEPTH FOR STD.SIDEWALKS SHALL BE 4' 3. EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S,P.T.S,CURB RETURNS AND AT NOT MORE THAN 300' C o
INTERVALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER.
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND DETACHABLE WARNING SURFACE O) m m H
3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM THE,
BY THE CITY ENGINEER OR HIS �� 0
BUILDINGS AT 2%. �Z (24"z WIDTH OF CURB RAMP) C v w
REPRESENTATIVE.CRETE SHALE 3 01
3. CONCRETE SHALL BE 4,000 PSI 028 DAYS. Q c�i
4. CONTRACTION JOINTS SHALL BE PLACED AT 5' 4. CONCRETE SHALL BE CLASS M-4000. Nsw
INTERVALS,EXPANSION JOINTS AT 20'INTERVALS. 5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235(M.P.W.SPECS.,2003 ED.)FOR CURB 30 0) t
AND GUTTER EXPANSION PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE. C m
z SIDEWALK/PATIO CROSS-SECTION 3 CONCRETE CURB & GUTTER r4 HANDICAPPED ACCESSIBLE RAMP 5 3' WIDE VALLEY GUTTER w R a
C3.0 SCALE:NTS C3.0 SCALE:NTS C.O.B.STD.DWG.NO.02528-1 C3.0 SCALE:NTS C3.0 SCALE:NTS
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4 3' 4 EXISTING GRADE c � y
EXISTING GRADE ,r- 4 -
�1 1T-
DEPTH PER CIVIL PLAN [�
MAINTAIN
PROPER
w SIDEYARD
ZONING
T.,� _ SETBACK PER
a /m� REGULATIONS �1
7
TYPICAL RETENTION POND SECTION W COMPACTED TOPSOIL C3.0 5'TRANSITION SECTION FROM
_ SGLE:1"=5' EXISTING CURB TO DROP CURB:
a N _L74
4H:1V MAX EXPANSION JOINTS COMPLETELY
AROUND SIDEWALK SECTION
12"0.18"
WITH
DEEP HOLE 1'FREEBOARD MAX.THROAT WIDTH r
FILLED WRH CONCRETE FLOW DEPTH - 35'COMMERCIAL
40'INDUSTRIAL CURB&APRON POURED MONOLITHIC
PROVIDE 8"COMPACTED I UNLESS OTHERWISE APPROVED
TOPSOIL TO FLOW DEPTH 2.50'
CONTRACTION JOINT
EXPANSION JOINTS AT CURB RETURNS
6 SIGN POST SETTING DETAIL 8 SWALE CROSS SECTION DETAIL y
C3.0 SCALE:NTS C3.0 SCALE:NITS SIDEWAUC CONTRACTION JOINTS j I C3.0 DETAIL
NOT USED
BACK OF CURB
SPACED AT 5'INTERVALS-MIN. FLOW UNE
DEPTH 1'. EXPANSION JOINTS
TO BE PLACED AT 25' EDGE OF GUTTER
INTERVALS & VARIABLE
CONTRACTION JOINTS TO BE SPACED (5.5'TYP.) 1.5'SCHEWLE 40 5'-0'MAX.SPACING
AT 10'INTERVALS IN CURB&GUTTER ALUMINUM PIPE(m.
ASPHALT/SIDEWALK TFC.0C ALUMINUM
D&L 1-4126(SOLID COVER)OR J-4227(GRATE) EXPANSION JOINT MATERIAL SHALL BE 1/2'THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. BASE FLWGE/TBF-1.4
TRENCH GRATING(OR APPROVED EQUAL) 9E8ERYP9 ALL CURB REPLACEMENT SHALL BE DONE WFTH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. WIN FOUR(4)3/e'0 A'
MI1C0 RT-B PAN%MB •I40R �
STAINLESS SEFL ANCHORS l `�
u
GRADE ESTABLISHED AS 1/4'RISE PER F00T FROM TOP OF ADJACENT FULL HEIGHT CURB
R MATCH EXISTING SIDEWALK GRADE
_ o SIDEWALK DRIVEWAY APRON z
1' •5'IYP. 5.5'TYPE �0
VAN ACCESEOLE
(VARIES) •I w
EXPANSION PEST��� w 1/4'PER FOOT SLOPE STREET SURFACE EMENDWL ONE TRFAD `
JOINT 2'x2'x1/8'SQUARE 18-OF Rm STEEL TUBE t1DN FINE BOTTOM RISER • Fy
SET IN 18'A CONCRETE(TYPE)
"" SEE DEDL A`BASE COURSE o 3'WASHED ROCK CURB&GUTTER
T-7777-71-7J MIN.0 THICK RED SI CONCRETENOTES: •OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH1. CONCRETE SHALL BE M-40002. COVERS MUST BOLT DOWN TO FRAME NOTE:TO BE MOUNTED AT A HEIGHT SO AS NOTTO BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. 1rT,�
SEE OETAL A F�
,p CONCRETE STORM DRAINAGE CHASE „ H.C. PARKING SIGN ,2 NON-RESIDENTIAL APPROACH w
,3 HANDRAIL FOR STAIRS Q
SCALE:NTS SCALE:NTS C3.0 SCALE:NTS C.O.B.STD.DWG.NO,02529-12 C3.0 SCALE:NTS
tl41B. REFER TO TABLE FOR RIM ELEVATIONS
1. H COMPONE MANURM-RED PROPOSED GRADE v
PER ASIM C 4J8. SLOTTED GRATE
2. O11 DRWIELLS MUSE BE COVER COMPACTED GRAVEL AND �F
EQUIPPED WITH A LOCKABLE UD. ASPHALT SUBGRADE A rT
-U..RINGB W
20'-0" 0.
24x48a4'-0'
ELdM.]GE'M ONE SECTION
WASXFD ROCK MIRM 140 FLYER FABRIC OR
SUPAC 4-5 02 OR EQUAL
D� �B
DRY WELL DIMENSIONS n WASHED DRUN R WITH sa%
ALIO O MIN.VOID RATIO ENC ENCIRCLING TIE
DRY 48•I.D. p MANHVO L FORD ENTIRE EXTERIOR DEPTH OF V
DRY WELL DIM. A DIM. B RIM ELEV. PVC IN BARREL SECTON.ROCK RADIUS
YWIES PER DRY W REFER TO
3.5 FT. 7 FT. 4,745.26 OO O rAB1r= (DIMENSION B)
C Issue Date:511512020
O O O A 6'/KK N 3 PR PRE-CAST BASE
30 CUBIC YARD DUMPSTER W/COVERED ROLL-OFF TOP NiTF1 8'DM.OPENING
L:
48•I.D.SLOTTED BWREL SECTON
4 ROWS OF SLOTS LOCATED O 917
RAP O BENEATH DRYDMN WELLRROCK DEPTHS VARY PPEERDC3mO
14 CONSTRUCTION DUMPSTER DETAIL ,5 STORMWATER DRYWELL DRY WELL REFER TO TABLE(DIMENSION A)
C3.0 SCALE:NTS C3.0 SCALE:NTS
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