HomeMy WebLinkAboutC3.0CivilDetails 2%SLOPE SIDEWALK BOULEVARD
4"THICK P.C.0 SIDEWALK
- VARIES-
MIN. 3'OF 1"CRUSHED AGGREGATE BASE 43r*
P-
COMPACTED SUB-GRADE 3"ASPHALT
6"OF 1.5"MINUS CRUSHED BASE COURSE P LINES
MIN GRAVEL BASE ,Sheet 5 of 6'SIDEWALK WIDTH PER PLAN B"OF 6"MINUS BASE GRAVEL HICK M-4000 CONCRETE
MAINTAIN SECTION B c m E
NOTES: PROPER - 3
1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. COMPACTED SUB-BASE SIDEYARD
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AT 2%. SETBACK PER I cc
NOTES; ZONING .T
3. CONCRETE SHALL BE 4,000 PSI ® 28 DAYS. REGULATIONS to
1. CROSS-SECTION PER SITE GEOTECHNICAL REPORT. GEOTECHNICAL REPORT TRANSITION SECTION FROM t
4. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS, EXPANSION JOINTS I EXISTING CURB TO DROP CURB:
RECOMMENDATIONS SUPERSEDE ALL REFERENCES SHOWN ON CIVIL PLANS. 7 0 AT 20' INTERVALS. 3'M .,5'MAX. m o
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� TJ
C z E
TYPICAL SIDEWALK CROSS-SECTION TYPICAL PAVEMENT CROSS-SECTION m o
C3.0 SCALE:NTS C3.0 SCALE:NTS I
EXPANSION JOINTS COMPLETELY u'
AROUND SIDEWALK SECTION N pL
DRIVEWAY THROAT WIDTH t
24'MAX. m
CURB&APRON POURED MONOLITHIC
a
UNLESS OTHERWISE APPROVED W
5 CONTRACTION
.4'(0.45') JOINT
24• EXPANSION JOINTS AT CURB RETURNS
9 1
2' BACK OF CURB
SIDEWALK CONTRACTION JOINTS
SPACED AT 5'INTERVALS-MIN. I FLOW LINE
4. TOPSOIL 3-R JF DEPTH 1". EXPANSION JOINTS
L mp) 4'R 5' IS.
BREALS CED AT 25' O I EDGE OF GUTTER
LA
J VARIABLE
12" INTERNATIONAL SYMBOL OF o Q a (S.s TYP.)
ACCESSIBILITY, PAINTED BLUE WITH CONTRACTION JOINTS TO BE SPACED
� �w AT 10'INTERVALS IN CURB&GUTTER
CD
4" SOLID WHITE LINES. CENTER '��
0 0 0 o SYMBOL IN PARKING SPACE. EXPANSION JOINT MATERIAL SHALL BE 1/2" THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. W
CRUSHED GRAVEL 00000 �000000 oo000�0�00�0�000�0�
00 0 0 0 0 0 0 0 0 o 0 0 0 o ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. ^
BASE-3'MIN. �OCo�ODO�OCOCODO0OCOCO�ooOCOCOC ill ^' I--I
GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB
SUB-BASE COURSE R MATCH EXISTING SIDEWALK GRADE
AS REQUIRED
SIDEWALK DRIVEWAY
4" WIDE SOLID YELLOW LINES AT 5.5' TYP.
ANN6' RAMP
COMPACTED SUBGRADE 45 DEGREES, 2' ON CENTER 2% AT 1E 5• NP. (VARIES)
r 5'MIN. MAX. 12:1 w 1/4" PER FOOT SLOPE STREET SURFACE
Z
SLOPE
0.5.1.5E 3/4• 4" WIDE SOLID YELLOW LINES (TYP.)
SLOPE 3/4'PER V SLOPE 1/2'PER 1'SLOPE _ O o
W W O .O e o 0.0 .''O'.:
9 H N O
1 a WASHED ROCK
MAXIMUM 2% CROSS SLOPE FOR HANDICAPPED 0 3" MIN, cuR6 & GUTTER
PARKING SPACES AND LOADING ZONES M-4000 CONCRETE
DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB IN. 6"THICK z
p Oz " OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH
N0i6 SIDEWALK DEPRESSED TO PAVEMENT Q Y I"I
1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(M.P.W.SPEC5.1996 ED.) 4 SECTION A
2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF t'AND ELEVATION (LANDING TO HAVE MAXIMUM m 3:MINIMUM WIDTH OF V. Q'
3. EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S.P.T.S,CURB REIURNS AND AT NOT MORE SLOPE OF 2% IN ANY DIRECTION) o DRIVE APPROACH DETAIL
THAN
300E INTERVALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB
3. NO CURBAND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR R. PEDESTRIAN DROP CURB ACROSS V) C3.0 /1
HIS REPRESENTATIVE.ETHALL LANDING SCALE:NTS
4. CONCRETE SHALL BE CLASS L MEET.
5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235(M.P.W.SPECS.,2003 ED.)
FOR CURB AND GUTTER EXPANSION PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.
HANDICAPPED ACCESSIBLE RAMP AND STRIPING a/
( ' )CURB AND GUTTER DETAIL C5.1 SCALE:NTS
C3.0 SCALE:NTS G3[�[G3MC� W
pa�aoac�
MUTCO R7-8
(12"x18") O M
U9 F+1
� E13N
0 \/ \/ \/ \/ PERMIT REQUIRED `r
w i $100 FINE
Li 1/4" STAMPED PATTERN TBD BY OWNER 2"X2"x1/8" SQUARE
Ld GALVANIZED STEEL
0
#3 REBAR 16" GRID ON CENTER TUBE SET IN 18 OF
n CONCRETE (TYP.) W
COMPACTED TOPSOIL ZQ
TO BE OMITTED FOR W
o WALL MOUNTED SIGNS.
i
j 2-STEEL STAPLE
BICYCLE RACKS 3'
oN GALVANIZED TUBING 3 2 3/8' 3"COLORED ^
CONCRETE O
- -
N
6"- 7"MINUS GRANULAR FILL
5ONCREFEf WALK.'.:
10"
12"Ox18" DEEP HOLE j� ����� NOTE oMPACTED solL 4 12"-6"MINUS BASE GRAVEL NOTE: TO BE MOUNTED AT A HEIGHT SO AS NOT
FILLED WITH CONCRETE 10- 10" �- COMPACTED SUB-BASE TO BE OBSCURED BY A VEHICLE PARKED IN THE Issue Date:1012512021
1. ONE RACK HAS THE CAPACITY TO HOLD 2 BIKES. SPACE. WALL MOUNTED SIGNS TO MAINTAIN SAME
2. MAINTAIN 3'SPACING BETWEEN RACKS VERTICAL HEIGHT.
SIGN POST SETTING DETAIL TYPICAL BICYCLE RACK REINFORCED CONCRETE CROSSWALK H.C. PARKING SIGN (POLE MOUNTED)
C5.1 SCALE:NTS C3.0 C3.0 C3.0 SCALE:NTS COB FIGURE: 38.25.040.0
SCALE:NTS SCALE:NTS C3m0
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