HomeMy WebLinkAbout001 C3.0 Civil Details CURB TO CURB
WIDTH-VMIES
FACE OF GUT ER RaDIUS 3'0-) �SIDEWALK WIDTH PER PLAN� OF MT)yr
5.4"(0.45') EXPANSION JOIM 2%SLOPE 'Nq
CONTROL JOIM •A BACK OF CURB 4c1 MA%
24' 4"THICK P.C.0 SIDEWALK 3"ASPHALT MARK A. d+
_ __ FLOMLNE
2' a MIN.3"OF 1"CRUSHED AGGREGATE BASE 6"OF 1.5"MINUS CRUSHED BA 9�OUR3E A9518EM1/N CURS RENRN Aq• TOPSOI 3 FILLET AS ONE PIECE ` i% 1S> yk {!'{ma�{�'�yy,,,,� COMPACTED SUB-GRADE L4" S' DOWEL WRIN 5/4 X 38' aNrs WILL BE REQUIRED F£X/STMG CURB Kk<x k'x J 12"OF 6"MINUS BASE GRAVE
ve IO_1'TOPE SMOOTH REBAR EVENLY APPRO%.EKRY 10 FEET RENRN,GRIND GLOTER
P ED ON t'cENIFRs TO FERN DO=
WDH 3 1/2'OF COVER CHANNEL WHEN MISCOMPACTED SUB-BASE
1 ONE H ExPw;,IN TUBES IS THE HIGH SIDE
ONE ENO OF BPRS PLAN VIEW NOTES; Sheet 5 of 8
&'
5" SURFACE NOTES: 1. CROSS-SECTION PER SITE GEOTECHNICAL REPORT. GEOTECHNICAL REPORT
3'MM. SIPEET NOTES:THE mDTN WITH PROPomwNu 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. RECOMMENDATIONS SUPERSEDE ALL REFERENCES SHOWN ON CIVIL PLANS.
INVERT--ToSA1-THE DID= 31/2• 2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AT 2%.
-- ----------------- REDUIREMEDTS OF INDNIDUAL MPUCAnONS. 1/2"PER 1' 3. CONCRETE SHALL BE a,000 PSI ® zs oars. TYPICAL PAVEMENT CROSS-SECTION
DNMHED STREET SURFACE TO BE 1/N'TO 4
CRUSHED GRAVEL Ile raovE EDGES OF DOUBLE GURER. 4. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS, EXPANSION JOINTS
BASE-3'MIN. AT 20' INTERVALS. C3.0 SCALE:NTS
SUTRBREQQUIREDCOURSE BARS ON
WITH y4
AS
SECTION A-A BPRS N 2'x 2 GRID 4' THICK SIDEWALK CROSS-SECTION
3
C3.0 SCALE:NTS
COMPACTED SUBGRADE S' VALLEY GUTTER DETAIL 62"
C3.0 SCALE:NTS ,�`
0.5'1-6" 3/4' 1.5"
LOPE 'PER 1'SLOPE SLOPE CONCRETE FINISH DESIGN AND PLAN VIEW8'DIA.
SPECIFICATIONS BY OTHERSY 24"ff�:n
- U-STYLE STEEL BIKE RACKS 9.5� W/POWDER-COATED FINISH _
WIDTH VARIES 2-I)"TUBING
DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB q;i MAX POWDER-COATED O '�
L ATTACH PER MANF. ALUMINUM BIKE RACK
' '".. :• a.: REQUIREMENTS 36•
NOTES; - 4'THICK CONC.SUB I
1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(M.P.W.SPECS.1996 ED.) 6"MINIMUM THICKNESS OF CLASS M4000 CONCRETE OVER 4'WASHED GRAVEL
2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3'AND REINFORCED WITH 1.5 LBS PER CUBIC YARD OF OR CRUSHED ROCK
MINIMUM WIDTH OF AT FIBER MESH(REFER TO SITE PUNS) 36"
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 3"MINIMUM THICKNESS OF 1.5"
GUTTER. MINUS WASHED ROCK BASE MATERIAL
3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS NOTES:
REPRESENTATIVE. 1. 1"MIN.DEPTH CONTRACTION JOINTS TO BE SPACED �\
4. CONCRETE SHALL BE CLASS M-4000. AT INTERVALS MATCHING WIDTH OF SIDEWALK Ey
5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235(M.P.W.SPECS.,2003 ED.)FOR 2. EXPANSION JOINTS TO BE INSTALLED AT EVERY FIFTH NOTES: ATTACH PER MANF. rTl
CURB AND GUTTER EXPANSION PROTECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE. JOINT FOR FULL DEPTH OF CONCRTE 1. ONE RACK HAS THE CAPACITY TO HOLD 2 BIKES. REQUIREMENTS
h+i
2. MAINTAIN 4'SPACING BETWEEN RACKS - - FT
CURB AND GUTTER DETAIL 6' THICK REINFORCED CONCRETE SECTION +"THICK CONC.SLAB A O
_OVER 4'WASHED GRAVEL
5 TYPICAL BICYCLE RACK --- -- --- - OR CRUSHED ROCK --I
C3.0 SCALE:NTS C3.0 SCALE:NTS � �
C3.0 SCALE:NTS
SECTION VIEW U
NOTES:
1. ONE RACK HAS THE CAPACITY TO HOLD 2 BIKES.
SIDEWALK 2. MAINTAIN 4'SPACING BETWEEN RACKS
IFCO STYLE S(SOLID COVER)TRENCH 4'MIN.
GRATING WITH STYLE B FRAME,D&L CROSS SLOPE: ] POSITIVE SPACE ALUMINUM BIKE RACK
SIDEWALK LANDSCAPING FOUNDRY"J SERIES"WITH SOLID,BOLT CROSS
MAX
SIDEWALK/LANDSCAPING DOWN COVERS,(OR APPROVED EQUAL) C3.0 SCALE:NTS
A (WIDTH VARIES)
BACK OF CURB BACK OF CURB FLOWLINE
SIDEWALK
DROP FLOWLINE
VARIES WIDTH VARIES'
6. CURB ............
HEAD
4'BASE COURSE
LEVEL LANDING 8 (TYP')
DETECTABLE WARNING SURFACE
30" - - -- CURB 24"x WIDTH OF RAMP) N'
` AND
GUTTER g ( IN SYMBOL OF m ny
-- 3 ACCESSI PAINTED BLUE WITH
EEE---TTT
PAVEMENT I 6" F� 4'SOLID BILITY,WHITE UNES.CENTER r `
CONCRETE PAVEMENT SEC B SECTION - N.T,S, - - - SYMBOL IN PARKING SPACE. 18
IFCO STYLE S(SOLD CHANNEL 4"WIDE SOLID YELLOW LINES AT 45 N l
EXPANSION JOINTS y
COVER)TRENCH GRATING O� °� DEGREES,2'ON CENTER WIDTH 22 6'RAMP AT
WITH STYLE B FRAME,D LANDSCAPING CURB CURB VARIES' 5'MIN. MAX. 12:1 SLOPE O
&L FOUNDRY"J BACK OF CURB EXPANSION JOINT IFCO SME S(SOLD COVER)TRENCH GRATING WITH STYLE 1.5 1.5 4"WIDE SOLID YELLOW LINES(TYP.) T
SERIES' WITH SOLD, W+2.5 GUTTER GUTTER
BOLT DOWN COVERS,(OR 4"SIDEWALK H=6" B FRAME,D&L FOUNDRY"J SERIES"WITH SOLID,BOLT ro ��
APPROVED EQUAL) DOWN COVERS,(OR APPROVED EQUAL) MAXIMUM 2%CROSS SLOPE FOR ``/�
PLAN VIEW - N.T.S. HANDICAPPED PARKING SPACES AND m
NOTES: LOADING ZONES " j
6" 1. DIMENSIONS W AND H VARY,SIZE TO BE ma4
DETERMINED BY ENGINEER BASED ON o < cQ o
25-YEAR EVENT,BUT NO LESS THAN 6" m n m 3
AT CURB OPENING SIDEWALK DEPRESSED TO PAVEMENT ELEVATION -
2. CONCRETE SHALL BE M-4000 3U (LANDING TO HAVE MAXIMUM SLOPE OF 2%IN ANY
3. COVERS MUST BOLT DOWN TO FRAME
°'MIN. s HANDICAPPED ACCESSIBLE RAMP DIRECT ON)PEDESTRIAN DROP CURB ACROSS LANDING v [�
BASE COURSE SECTION A - N.T.S. c3.o NOTE:VAN-ACCESIBLE PARKING SPACE z
SCALE:NTS AND ACCESS AISLE ARE EACH 8'WIDE �I O
e STORM CURB CHASE 1Q HANDICAPPED ACCESSIBLE RAMP AND STRIPING V /~
C3.0 r8[E�3[E1e19(#® C3.0 SCALE:NTS
SC O
ALE:NTS
PaRceo�® rT,
® SHORT TERM PARKING SIGNS L
FOR PICK-UP AND T LV
PARKING STALLS.SIGNSS TOO BE
BE O
PROVIDED BY TENAM.
MUTCO R7-8Q TO BE USED YMERE VAN
ACCESSIBLE PARKING SPACE IS CALLED r `
OUT.SEE SITE SHEETS {vim
20'-O�� _Q VAN ACCESSIBLE
2'x2'x 4 SQUARE STEEL TUBE SET IN SIGNS
2'x2'x b'SQUARE STEEL TUBE SET IN
18 OF CONCRETE(TYPE. B E 18-OF CONCRETE(TYP.).TO BE `
OMITTED FOR WALL-MOUNTED SGNS FROM OMITTED FOR WALL-MOUNTED SIGNS 72"FROM �' J
BOTTOM M OF SIGN BOTTOM OF SIGN
TO GROUND TO GROUND
9
COMPACTED TOPSOIL
OR CONCRETE SIDEWALK COMPACTED TOPSOIL
T(VARIES E LOCATION) OR CONCRETE SIDEWALK
(VARIES BY LOCATION)
18 �" Issue Date: 03/13/2023
Ul
30 CUBIC YARD DUMPSTER W/ COVERED ROLL-OFF TOP 12"008" DEEP HOLE 12"0X18" DEEP HOLE
FILLED WITH CONCRETE FILLED WITH CONCRETE CIO
11 CONSTRUCTION DUMPSTER DETAIL
c3.o SCALE:NTS 12 ADA PARKING SIGN DETAIL 13 RESERVED PARKING SIGN DETAIL PRELIMINARY: FOR
c3.a SCALE:NTS c3.o REVIEW ONLY
SCALE:NTS
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