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RIGID PAVEMENT W/ ASPHALT CONCRETE Si,I cEA'CE
EXISTING ASPHALT CONCRETE W/ PCC BASE / 71
N I S 36
CfiMENT CONCR(Tf PATCH
MINIMUM 5" THICK 1 O
X CON(: 1R i . 15 & hRl l'e WAlti
AVFMI N° 1HICK FOR SID(WAI. S
pf /
CCIMPACTELI CRUSHED
S'URf "ACING TOP COURSC
EX. ASPHALT
CONCRETE
6" MIN.
SURFACI
COURSE
CEMENT CONCRETE PAVEMENT
EXISTING CONCRETE 2
N.T.S. 36
ASPHALT CONC. (_V MIN.)
REPLACEMENT PATCH TO BE
1" THICKER THAN PREVIOUSLY
NA_ JD1,- I,G.TS-
�E T`_-
MISC. ALLEY & PARKING LOT PATCHING 3
N T S 36
EX. ASPHALT
CONCRETE
(>3" THICK)
6" MIPa CR
SURFACIN„
COURSE
Iwwp.a ? -ollJ
MIN, 4" ASPHALT
CONCRETE (2 LIFTS) 7
FAA. JOIN' MUST
/-FAA.
SAW -CUT
�..----- -- - - - - --
' -GRINC Er..
ASPH6__
>� CONTROL DENSITY ELL
ARTERIAL STREET PATCHING 4
N.T S. 36
SEE SECTION 7 -18 AND 2 -09 FOR PATCHING AN'- B4C '
2. ALL 'BENCHES IN ARTERIAL STREET AREAS L BF _FD I P ' ,E_,
WITH TEMPORARY ASPHALT AT THE END OF EACH FORK C '-ES IF PV SSION
IS GRANTED TO DO OTHERWISE BY THE CITY ENGINEER AND TRAFFIC FNCNEER
3. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERM7,.NENTLY PA -SHED
WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY ARET_
4, SAW CUTS ON CONCRETE PAVEMENTS SHALL BE MADE NO MORE THAN ON
HALF THE DEPTH OF THE EXISTING SLAB.
SHALT c C
SECTION A —A SECTION B —B
BUMP
W8 -1
VD( ` S 'v5 3C ',5D- ,o. CNE POST. ?ACA To BACK,
SPEED BUMP MARKING & SIGNING DETAIL s
UNLESS
-TER WISE SPECIFED
N
�1
FILL 1 1/2:1 UNLESS
OTHERWSE SPECIFIED
r
3 TH ;lCF .� S5, B A.Sy --_T
i 2 UFTS P Or H
i`-2- TOP ClG*JFISE R ICx,
`., -4' BASE C0JRSE RCC/
AC ALLEY PAVEMENT (15 e T
r
ROLL 157 16 1
S -0513
RECOi11,1EIRDED FOR APPF.UVHL
7 -z7 -9s
FOR PAVEMENT RESTORATION I -
SEE DETAIP.S
36 THRRU 36 HEREIN
- — - —
�.A' 5• MIPJ_ CRUSHED SURFACING
T 20�.
—PIPE BEDDING MATERIAL
i AS SP'ECFED IN 7- 17.3(1)B
FOUNDA N MATERIAL G_A.SS A
AS DIRECT, _D BY P G'NL�R
L VF EP F ICA /A TED FPO A HE- TPENCH ,SHAT L PF REMOVED, HAUL FD
L t PO. c.J XrAVA T10fi SNAI L Bt PE °LACED WITH FO ''DATIOII, BFQDING
A ACX 2L VL TEPiALS AS SHOWN 11, 'PENCH BACKFIE1 DETAIL AND
r_0VPACTED T ACCOPDAICE WITH SPECIFICATIONS
2 L 7"FP,CHE5 7PI POADV /AY APFAS SHALL BE BACKFILLED AND PATCHED
ff FVPOPAPY ASPHALT AT END OF EACH WORK DAY, (ALLEY TO BE
BA i _ctb.7
STORM & SANITARY SEWER
TRENCH BACKFILL DETAIL 7
N. T S. 36
SHEET NOTES
I. VEP77CAL CONTROL DATUM BASED ON USC&GS
2, U77LI TY CPO5SING LOCATIONS AND ELFVA TIONS SHALL BE DETERMINED BY THE
CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACT7W77ES.
3 EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND
PERMANENTLY REPLACED TO ACCOMODATE SERVICE CONSTRUCTION.
4- STA 17ONING SHOWN IN CENTERLINE OF ROADWAY AS DEFINED BY THE
CONTROL POINTS.
5. MATCH FINISH GRADE WITH ALL MANHOLE LIDS.
6. PROVIDE AS -BUILT INFORMA IION SHOWAIG ALL INVERT AND RIM ELEVA 770NS,
AND SIDE SEVER LOCATIONS.
7. INSTAL SEWER MAIN AND SERWCES A MINIMUM 2" FROM PARALLEL GAS LINES
VREPE CONFLICT OCCURS.
8. ALL CEMENT CONCRETE DRIVEWAYS AND ALLY APPROACHES SHALL BE 9`
TRICK (IN ACCORDANCE VAIN STANDARD PLAN # F006, DRAWING I FROTW
9. REPLACE AL DISTURBED CURB & CUTTERS IN ACCORDANCE WITH STANDARD
PLAN # FOOB, DRAWING ,f FP05 AND STANDARD PLAN #TTOO1 "CEMENT CONCRETE
CURB AND GUT7ER "
10. REPLACE ALL D(SiiRBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN
If F007, DRAWING ,2' FR62.
11 WHERE UTILITY PIPE LINE VERTICAL SEPAP,A77ON IS LESS THAN (1) ONE_FOOT,
iNSEPT ETHAFOAM HS 600 FLANK -FOAM BOARD OR EQUAL AS CLEARANCE
SEPAPA TION.
Oft 34D
HA VINS , COLLIER WAGE -
LI IGTONE ASSOC ., INC.
010 STO4ENAY N.
SEATT E. WA 98103 -8090
(206) 632 -2664 .
w�. c n510N
DAT
c"m, 3/2e /$7
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
CENTRAL RENTON SEWER REPLACEMENT
DETAILS
DESIGNED- R�EB DALE: 6/27/95 FILE NAME
DRA4N L1F'F'I ..
CHECKED. SCALE AS NOTED FlEn ac K
APPROVED. SHEET. 36 OF: 37
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