HomeMy WebLinkAbout007 C5.0 CIVIL DETAILS 20,_0„ OF
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2%SLOPE ____________________3'ASPHALT_____________________ {} TO
'4"THICK P.C.0 SIDEWALK o°�6"-1'MINUS GRANULAR FILL - NARK A. p
CHANDLER �
No. 9518ES
MIN. 3"OF 1"CRUSHED AGGREGATE BASE
12"-6"MINUS BASE GRAVEL �)CENSF-O �O
COMPACTED SUB-GRADE
COMPACTED SUB-BASE
NOTES; Sheet 6 OF 7
SIDEWALK WIDTH PER PLAN 1. CROSS-SECTION PER SITE GEOTECHNICAL REPORT. GEOTECHNICAL REPORT
RECOMMENDATIONS SUPERSEDE ALL REFERENCES SHOWN ON CIVIL PLANS.
NOTES: [ m E
1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. I " 1 TYPICAL PAVEMENT CROSS-SECTION W K^m m,�
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AT 2%. I I [
3. CONCRETE SHALL BE 4,000 PSI ® 28 DAYS. C5.0 SCALE:NTS
4. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS, EXPANSION JOINTS
2
ea
AT 20' INTERVALS. EQ O N x o
(n mLL
TYPICAL SIDEWALK CROSS-SECTION c
(a
-0" C5.0 SCALE:NTS 0)a N m
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1/4" STAMPED PATTERN TBD BY OWNER $t
GREEN STEEL POST #3 REBAR 16" GRID ON CENTER o a
AT END OF SERVICE
W
3 COLORED r O 8
CONCRETE
1 0
PROPERTYUNE OR
EASE ENi _ ��6"- 1'MINUS GRANULAR FILL g ��
LINE
BOULEVARD o
OYPJ 4•
12"-6"MINUS BASE GRAVEL
5'
STREET SURFACE SIDEWALK GROUND SURFACE cry'.) COMPACTED SUB-BASE
II (SEE(SEE-� co D B Zj6 n REINFORCED CONCRETE CROSSWALK
( SPECS.)
SCALE:NTS
OYPJ (TYPICAL EXCEPT IN SPECIAL
CIRCUMSTANCES WHERE CffY HAS
APPROVED ALTERNATE LOCATIONS) fTl
30 CUBIC YARD DUMPSTER W/ COVERED ROLL-OFF TOP A
STEEL Posy MwKER
2"X 2" PONIED BLUE
WOOD UNNOEPDORRIY
SERVICE LINE.SLOPE=1/4" MARKER
1 CONSTRUCTION DUMPSTER DETAIL �„EM°"
45' ELBOWiDPARTMENT.
FOOT MIN.,1/2"PER FOOT s t/z'BGULBVARO
C5.0 SCALE:NTS . )
SEWER MAIN SIRF£f SURFACE OROUND SURFACE a t
5'(lYP) H
\\\\ CURB BOX 2.5'
\` YE FITTING FOR `PLUG ' 1
ALLATIONS. S' PROVIDE 5'SIAIIONOEY
PNGS ALLOWED (imJ ROD IN ALL CURB BOXES
TING INSTALLATIONS 6 t/z'MIN.
N APPROVAL OF COMCR
OZEMAN SEWER
SERVICE INVERT NO NT.UNE TAP BY SEE DETAIL a•
MAINTAIN LOWER THAN SPRING CITY OF BOZEMAN F ao2EUN1 BELOW Rc�L1sr�Cw WNEERRESc6..
PROPER UNE OF SEWER MAN cONrr+ACTOR To c0 MATE PPPROYED OLTEPoUTE LOCATON)
SIDEYARD FOR WYE FITTINGS.
SETBACK PER cuRe sraP
ZONING
REGULATIONS
WAIFlt UVN //
5'TRANSITION SECTION FROM NO COUPUNGS OR OTTER JOINTS Oy SERNCE PIPE FROM e�E NAtERIALJ
EXISTING cuRe To DROP CURB: SEWER SERVICE DETAIL co P..S TO RBP- FOR J a AND 1 sEPCEs.
NIT ER PIPE SHALL BE USED FOR t 'SERWCES 1�1
C5.0 SCALE:NTS 2 SELECS an A BADImLL ARu
DfTAtt OF A
ppppE,R(y CORPOMTbN SLOP (BEE DNS) (�I
EXPANSIONI JOINTS COMPLETELY
STD
TM AN/N AT 35E/mna"¢P x
AROUND S DEWALK SECTION MAX.THROAT WIDTH SPPoNC(ME 2
35'COMMERCIAL O
A
40'INDUSTRIAL CURB&APRON POURED MONOLITHIC I
UNLESS OTHERWISE APPROVED 4 '
6'MIN. ���FFFjjjyyy
CONTRACTION JOINT TRENCH BDLroM '^
GENEW NOTES: V!
24" 1. MEASURED SERVICE ONES SHALL HAVE A MINIMUM 6 1/2 FOOT C-MEASURED FROM THE E%STING GROUND SURFACE,IXLOP TUT COVER CE IN
EXPANSION JOINTS AT CURB RETURNS 9' MEASURED FROM CENTER UNE STREET GRADE WHEN SERWCE ONES ARE WD TO A STREET SIDE WHICH IUS ai UPHILL SLOPE WATER SEIMCE BE
SXALL HAVE A M NES T 1/2 FOOT COVER AT CURB STOP.
1'� 2" 5.4" (O.4S') 2. WATw SERWCE LINES SHALL BE INSTALLED WHERE$HOWN ON THE DRAWINGS OR AS SPECIFIED. r
3. BEDOING SHAH BE 1'DIA-MUM WUHIN 6'OF SERVICE PIPE. v
Z BACK OF CURB TOPSOIL - 4. INSTa1 CURB SLOP SO THAT OPERATNG KEY IS PARALLEL TO STREET IN OFF-POSITION.
SIDEWALK CONTRACTION JOINTS „>H 3/4"TO PER N
SPACED AT 5'INTERVALS-MIN. FLOW LINE ( ') R 1' SLOPE <
DEPTH 1'. IXPANSION JOINTS
WATER SERVICE DETAIL p TO BE PLACED AT 25' EDGE OF GUTTER - P�
INTERVALS. p N
i IVARIABL-E �0 N C5.0
AT 10, NTE JOINTS C B SPACED (55'n'PJ f �9" SCALE:NTS
AT 10'INTERVALS IN CURB&GUTTER
0 0 0 0
EXPANSION JOINT MATERIAL SHALL BE 1 2"THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. CRUSHED GRAVEL o000000000000000000000000000000 // BELow TOP of ` I�
/ O O O O O O O O O O O O O O O O NIX PAVEMENT SU
ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. BASE - 3' MIN. o00000000000000000000000000000o RFACE
SUB-BASE COURSE IFAWr DUTY Mp11Mlf 6DX sMIUR To CURS END.Mo.5aeo6-1 U
GRADE ESTABLISHED AS 1/4"RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB AS REQUIRED SGiEEL PAWMG!CRAW AS REOUIRE,
R MATCH EXISTING SIDEWALK GRADEmmattanw COMPACTED SUBGRADE
SEAL JOM wIM RAM-xIX
SIDEWALK DRIVEWAY APRON 3/4" 3/4" PER 1 W%S ROUND CONCRETE SIAB F* 5.5'TYP. -OR
7`F6'�`1J1
1' 5'ttP. /2"PER 1' rr�_10eD
(VARIES) 1t SLOPE SLOPE
1 4"PER FOOT SLOPE STREET SURFACE
c"xoPa11 TMIISADEO Pura
DROP CURB SPILL CURB
NOTES;
N -SHRINN
M-4000 CONCRETE
1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (M.P.W. nEAxart PRe 4•OR
6• .
3"WASHED ROCK \-CURB&GUTTER SPECS.1996 ED.)
JMIN.6"THICK 2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM
DEPTH OF J" AND MINIMUM WIDTH OF b". a•-0'MIN. V5' 1ro�Mo
*OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH 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 wTlv°„w
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 REPRESENTATIVE. Issue Date:611412022
4. CONCRETE SHALL BE CLASS M-4000.
I 1 RESIDENTIAL DRIVE APPROACH & SIDEWALK DETAILS 5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (M.P.W. a oR Ir PO__
C5.0 SPECS., 2003 ED.) FOR CURB AND GUTTER EXPANSION PROJECTS, WASHED ROCK MAY BE
SCALE:NTS COB DETEAIL:02529-11, DEC. 2003 USED FOR THE GRAVEL BASE.
CONCRETE CURB & GUTTER
EN OF UNE C5.0 SCALE:NTS C.O.B. STD. DWG. NO. 02528-1 REOURED SE PLOD
R cvsmo
9 CLEANOUT DETAIL
C5.0 SCALE:NTS