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QFNER:- NOTES
1. ALL "K SHALL BE IN ACCORDANCE WITH THE .CITY OF RENTON STANDARD PLANS AND
SIGHT DISTANCE NOTE:
ESD LOOKING NORTH-" ,
SPECWICATIONS AND THESE PLANS.
-
2. UNLESS OTHERWISE NOTED, THE LOCATION OF FEATURES SHOWN ARE APPROXIMATE AND THE
23.5'
EXACT LOCATION WALL BE ESTABLISHED BY THE ENGINEER IN THE FIELD.
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3. INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE PLANS. EXCEPT WHERE NOTED. ALL,
MATERIALS SHALL BE NEW AND OF THE BEST GRADE OR QUALITY. J
EXISTING PAVING
4. THE CONTRACTOR SHALL SUBMIT A RLC -iLST TO THE CITY OF RENTON FOR MATERIALS AT T4
EARLIEST POSSIBLE DATE.
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5. ALL WORK SHALL BE CONSISTENY WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR
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SHALL CONTACT ALL PERTINENT UTILTTY AGENCIES 48 HOURS BEFORE COMMENCING WORK AND
1' FROM EDGE OF
SHALL COORIDINATE THE WORK WITH THE UTILITIES THROUGHOUT THE PROJECT.
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6. THE CONTRACTOR SHALL 13E RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE
VARIES PROVIDE NEAT. a
W PAVIN [EDGE
CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON
DAMAGE.
0 5 10 20
7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON FIELD INSPECTION DIVISION (277 -5570)
SCALE t� s ®�
FOR INSPECTION PURPOSES, 24 HOURS BEFORE COMMENCING WORK. NO WORK SHALL BE
2 (TYP) \ COVERED UNTIL IT HAS BEEN DummED BY THE ENGINEER.
ALL CONDUIT SHALL BE PVC SCHEDULE 40 UNLESS OTHERWISE NOTED.
ALL CONDUIT COVER SHALL BE 24 INCHES.
2 A\
!
`
1 I
MISSING CURB
GUTTER SIDEWALK 1.
1
6
r . 59
10" COMMERCIAL ZONE
6" RESIDENTIAL ZONE
THICKENED BASE OF CURB do GUTTER
TO MATCH APPROACH THICKNESS
ON COMMERCIAL APPROACHES. (TYP)
NOTES:
1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C /C. THEY SHALL
NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE 2 -1/4" DEEP. 1
2. 1/2' THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH,
AND IN CURB /GUTTER TO DUMMY JOINTS.
CURBCUT DETAIL _
N.T.S. 15
5' CONC.
SIDEWALK PER
CITY OF RENTON
STOS.
SIGHT DISTANCE NOTE:
ESD LOOKING NORTH-" ,
30' R.O.W. -
-
96.
CA
23.5'
2.75' PLAN
rER
SIRIP
X, X956, STA: 57 +75.60 C.O.R.
EXISTING PAVING
=STA: 0 +00
RELOCATE EXISTING MAILBOXES &
VARIES
UTILITIES
AS NEEDED. COORDINATE MAILBOX
1' FROM EDGE OF
RELOCATION MATH POSTMASTER,
COORDINATE MATH APPROPRIATE
VARIES PROVIDE NEAT. a
W PAVIN [EDGE
UTILITY CO. FOR SEPARATE UTILITIES.
2X
30
\\_—DESIGN/BUU
0.5'
ARTERIAL STREET MINIMUM
3" CLASS 'B' A.C.
4" A.T.B.
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM
4" CLASS 'B' A.C.
6" CRUSHED ROCK
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S.
T
CONC. CURB LL
& GUTTER 4' COMPACTED DEPTH CLASS 'B' ASPHALT CONC.
PER CITY OF
RENTON SIDS. 3' COMP. DEPTH OF 5/8' MINUS CR. ROCK
3' COMP. DEPTH OF 1 1/4' MINUS CR. ROCK
COMPACT SUBGRADE TO 95X OF MAXIMUM
DENSITY (MODIFIED PROCTOR)
SUNSET BLVD. N.E. TYPICAL SECTION
N.T.S.
SAWCUT
NEW CURB
NOTES:
= MUST MATCH EXISTING THICKNESS IF GREATER.
OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT
CURB AND GUTTER REPLACEMENT DETAIL
N.T.S.
1,
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F
e �
I �m
4
195.21 �9S
- --
/
CITY TO FILL IN
MISSING CURB /
GUTTER k SIDEWALK
l ,
I,
5j 00
STA: 57 +49.85
\ BEGIN NEW CURB & GUTTER
PER C.O.R. STDS.
` \ 58
DATUM 4j•a�
NAVD 1988
BENCHMARK:
CITY OF RENTON / 57 FOUND 1 -1/2' FLAT BRASS
DISK AND A PUNCH MARK ON A 4'x 4' CONCRETE RECOMMENDED
POST MONUMENT DOWN 0.6' IN A MONUMENT CASE ��
IN THE CONSTRUCTED CENTERLINE OF BURNETT FOR
AVENUE N. APPROXIMATELEY 5' SOUTHERLY OF THE�L . /i. 2L y
CONSTRUCTED INTERSECTION OF N. 6TH STREET & �mr+.+ T�
BURNETT AVENUE N. By
IM
RwiftmoF INIIIIIIII 4 F R 36-
i V �
,99 -
i
Ex- ISENTADIIIPRO INEMENTS
61 2.75' PIr w-7' _k $TEMP
LIMITS OF NEW PAYING s
OVERLAY
a
SAWCUT NEAT LINE
660 (TYP,)
SIGHT DISTANCE NOTE:
ESD LOOKING NORTH-" ,
X96 2 6o
ESD LOOKING SOUTH -IN
96.
CA
ESD MEASURED MATH HT. -3.5'
S TA 57 +65.>i4 DRIVEWAY
6" CONSTRUCT 20' DRIVEWAY PER
AND OCT Ht-4.25!
C.O.R. SIDS.
X, X956, STA: 57 +75.60 C.O.R.
SCANNED OCT O F .2*1 C 0 / c�d� T-
=STA: 0 +00
RELOCATE EXISTING MAILBOXES &
i
UTILITIES
AS NEEDED. COORDINATE MAILBOX
RELOCATION MATH POSTMASTER,
COORDINATE MATH APPROPRIATE
I
UTILITY CO. FOR SEPARATE UTILITIES.
30
\\_—DESIGN/BUU
INSTALL LUMINAIRE PER C.O.R. STDS
PLANS TO BE
SUBMITTED AT A LATER TIME,
UNDER SEPARATE PERMIT
Lulm
® FOUND AM W CASE
EX SANITARY SEWER MANHOLE
EX CATCH BASIN
EX STORM DRAW MANHOLE
EX MAILBOX
EX UTILITY POLE
EX GUY ANCHOR
EX POWER VAULT
EX POWER CABINET
EX TELEPHONE RISER
Ex. STREET SIGN
EX FIRE HYDRANT
EX WA'9ER METER
.. EX WATER VALVE
EX WARE FENCE
EX. WOOD FENCE
EX CYUONE FENCE
EX. STORM DRAW PIPE
EX. SANITARY SEWER PIPE
EX GAS MAW
EX POWER LINE
- EX WATERMAW
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Call INOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
C'.I�Sl�! IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
im EXACT VERTICAL AND HORIZONTAL LUCJ1T10N of ALL EXISTING UNDER-
CHECKED FOR C01iiPLUNCE GROUND UTILITIES PAM TO COMMENCING CONSTRUCTION. No
TO CITY STANDARDS Mg. g. REPRESENTATION IS MADE THAT ALL E70STYiG UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SF10W11 W THEIR PROPER LOCATION.
AWygp CUTTING UNDERGROUND CALL BEFORE YOU DIG: 1 -800 -- 424 -5555
oluE
UTILITY LINES. ITS casnr UNDERGROUND SERVICE (USA)
NMI CATEMP L R2 PROJ CAS\ 077- 001 \dw \ AS MAP\ 077- 1- bn -I.tlw 7/8/2003 2.2f.41 PM PDT
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SCANNED OCT O F .2*1 C 0 / c�d� T-
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