HomeMy WebLinkAboutC3.0 Civil Details 05-12-2021 f7!
S- _ � A.ARKNus BISE cRAeT1 CHANDD SUB-BASE TK!!RY® �, No. 9518E5 �
PARKM•
0-a•1
FOR HANDICAPPED s SLOPEPARKING $ �� DETECTABLE WARNING SURFACE is' (NEfR N10Y'
SPACES AND LOADING ZONES o
�1 TYPICAL ASPHALT CROSS-SECTION (z4 x WIDTH OF RAMP) aa" 48
C3.0 SCALE:NTS o �:A9 MIN MAX w vA8 AousaE coNCRErE wA�rc Sheet •3 Of 4
}"STEEL EDGING.FLUSH o PFMAIT RE fI_
21G SLDPE AWAY FROM BURDINO WITH SIDEWALK ELEV. 2'x2'xl 8 SQUARE „�RE
A. MA% COMPACTED SOIL
GAL8'OF STEEL TUBE 2.)
:-4•THICK P.C.0 SID ALA BEFORE DROP FOR RAMP. 3 o� NOTES.
IN 18'Of CONCRETE(ET E
MIN.3-OF t'CRUSHED AGGREGATE BASE $ o n U 1. ONE"U"RACK HAS CAPACITY TO HOLD 2 m
c -
BIKES. CD
coMPACTED SUB-cRAOE 2. MAINTAIN 24"-30"SPACING BETWEEN"U" t
SIDEWALK 10R MAX I-'MAX SIDEWALK II III III-III- 3, MAINTAIN 24"FROM ANY PARALLEL WALL w v
CURB OR OBJECT. m m
NOTES: GUTTER NOT TO BE MOUNTED AT A HEIGHT SO AS NOT 4. MAINTAIN 30"FROM ANY PERPENDICULAR E
WALL OR OBJECT. ►' u/
1. CONCRETE DEPTH FOR STD.SIDEWALKS SHALL BE 4" TO BE OBSCURED BY A VEHICLE PARKED IN THE 5. BICYCLE RACKS SHALL BE 6 FEET IN c z o
MIN. SPACE. LENGTH ID o
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND x lo DETACHABLE WARNING SURFACE m m BUILDINGS AT 2%. 3i i�i (24"x WIDTH OF CURB RAMP) v m
3. CONCRETE SHALL BE 4,G00 PSI 0 28 DAYS.
4. CONTRACTION JOINTS SHALL BE PLACED AT 5'
INTERVALS,EXPANSION JOINTS AT 20'INTERVALS.
(�j1SIDEWALK CROSS-SECTION HANDICAPPED ACCESSIBLE RAMP r.1HANDICAPPED ACCESSIBLE RAMP /-_,--�H.C. PARKING SIGN TYPICAL BICYCLE RACK o a
SCALE:NTS
3.0 SCALE:NTS C3.0 SCALE:NTS
C3.0 SCALE:NTS C3.0 SCALE:NTS W
o
V O1
ASPHALT/SIDEWALK
/D&L 1-4126(SOLID COVER)OR J-4227(GRATE)
4HAV MAX TRENCH GRATING(OR APPROVED EQUAL)
MAINTAIN
PROPER
- FLOW DEPTH - SIDEYARD
SETBACK PER
ZONING
PROVIDE 6"COMPACTED� REGULATIONS I 1
COMPACTED TOPSOIL a TOPSOIL TO FLOW DEPTH 2.50 5'EXISTING
NSRION SECTION FROM
EXISTING CURB TO DROP CURB: EXPANSION
O \\ JOINT
EXPANSION JOINTS COMPLETELY + `BASE COURSE
AROUND SIDEWALK SECTION
1 "DEEP HOLE MAX.THROAT WIDTH
FILLEDLED WITH CONCRETE 35'COMMERCIAL
40'INDUSTRIAL NOTES:
CURB&APRON POURED MONOLITHIC
UNLESS OTHERWISE APPROVED 1. CONCRETE SHALL BE M-4000
2. COVERS MUST BOLT DOWN TO FRAME
CONTRACTION JOINT
EXPANSION JOINTS AT CURB RETURNS
SIGN POST SETTING DETAIL 6�SWALE CROSS SECTION DETAIL
C3.0 SCALE:NTS C3.O SCALE:NTS SIDEWALK CONTRACTION JOINTS ;I c3 o CONCRETE STORM DRAINAGE CHASE
BACK OF CURB
SPACED AT SCALE:NTS
5'INTERVALS-MIN. FLOW LINE
24" DEPTH 1'. EXPANSION JOINTS F�
9" TO BE PLACED AT 25' EDGE OF GUTTER
INTERVALS. p
VARIABLE
" TOPSOIL CONTRACTION JOINTS TO B SPACED (5.5'TYP.)
3/4'TO PER AT 10'INTERVALS IN CURB&GUTTER
1'SLOPE 5
EXPANSION JOINT MATERIAL SHALL BE 1/2"THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER.
ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED.
1/4-STAMPED PATTERN TBD BY OWNER
GRADE ESTABLISHED AS 1/4"RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB rTl
CRUSHED GRAVEL R 7TING SIDEWALK GRADE w
t3 REBAR 16"GRID ON CENTER BASE-3"MIN. Z SIDEWALK DRNLWAV APRON
" O
SUB-B O
COMPACTED SUBGRADE
ASE COURSE (VARIES)
AS REQUIRED 1/4"PER FOOT SLOPE STREET SURFACE
w -
3/4" 3/4"PER 1/2'PER 1' 0
3'COICRED 1'SLOP SLOPE
CONCRETE Q
$�
3..WASHED ROCK � •• "-`•�`:eA � O
t uNus cRANuuR Ru DROP CURB SPILL CURB MIN.6"THICK CURB&GUTTER
NOTES; M-4000 CONCRETE
s'MINus BASE cruvLE 1. CONTRACTOR
OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION HAVE
A MINIMUM
SPECS EPTH' F ED.) •OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH �/ y
2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3"AND MINIMUM F'�i'•111 I'Cc�Qyii
COMPACTED sue-eASE WIDTH OF d".
3. EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S,P.T.S,CURB RETURNS AND AT NOT MORE THAN 300'
INTERVALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. ( '
3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS F�•M�II
REPRESENTATIVE.
4. CONCRETE SHALL BE CLASS L MEET. T..� ^
5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS E SECTION 02235 RAVEL.SPECS.,2003 ED.)FOR CURB z 1�1
AND GUTTER EXPANSION PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.
�)REINFORCED CONCRETE CROSSWALK 1D CONCRETE CURB & GUTTER 11 NON-RESIDENTIAL APPROACH ^H (�
C3.0 SCALE:NTS C3.0 SCASEAWSNTS C.O.B.STD.DWG.NO.02528-1 C3.D SCALE:NTS C.O.B.STD.DWG.NO.02529-12 Q
PROFILE VIEW REFER TO TABLE FOR RIM ELEVATIONS
W QPLAN VIEW STANDARD NON-CURB INLET CASTING PROPOSED GRADE DRYWELL 1 & 2 DIMENSIONS
WASHED ROCK (INLAND FOUNDRY 772-4"FRAME AND GRATE COMPACTED GRAVEL AND
ADJUSTING RINGS ASPHALT SUBGRADE DRY WELL DIM. A DIM. B RIM ELEV.
20._0.. 0. Q OQ
�g 1 & 2 2 FT. 6.5 FT. 4,816.00 IN
MANHOLE
48"I.D. 0.. ® - O MIRAFI 140 FILTER FABRIC OR
SUPAC 4-5 OZ OR EQUAL
PVC IN 12'
WASHED DRAIN ROCK WITH 30%
MIN.VOID RATIO ENCIRCLING THE
LAYER OF WASHED DRAIN ROCK WITH 30%MIN. DRY WELL FROM EXTERIOR WALL OF
VOID RATIO BENEATH DRY WELL.CONTRACTOR TO - MANHOLE FOR ENTIRE DEPTH OF 4'
EXCAVATE DOWN TO FREE-FLOWING LENATIVE, BARREL SECTION.ROCK RADIUS
GRAVELLY STRATUM AND BACKFILL WITH WASHED - VARIES PER DRY WELL.REFER TO
DRAIN ROCK.CONTRACTOR TO NOTIFY ENGINEER O O O�' TABLE (DIMENSION B) Issue Date:5/12/2021
IMMEDIATELY IF NATIVE GRAVELS ARE NOT FOUND
WITHIN A DEPTH OF 12'.
30 CUBIC YARD DUMPSTER W/COVERED ROLL-OFF TOP A 6"THICK PRE-CAST BASE
O O WffF 36"DA.OPENING NOTES.
1. ALL COMPONENTS MANUFACTURED
PER ASTM C 478. C3m0
13 CONSTRUCTION DUMPSTER DETAIL 48"I.D.SLOTTED BARREL SECTION 2. ALL PIPERYWD
WITH
MUST BE
,4 STORMWATER DRYWELL DETAIL 4 ROWS OF SLOTS LOCATED®90' EQUIPPED WITH A LOCKABLE LID.
C3.0 SCALE:NTS C3.0 SCALE.NTS
#200859