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SEE NOTE 2
. RIM =41.22
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SEE NOTE 1
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FF 42.00 3 LI FF 42.00 FF 42.46 7FF 42.50
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FOR PARCEL STORM CB-2.51 CB-8.11 11 RIGHT-OF-WAY, TYP
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DRAINAGE AND SANITARY CENTERLINE
(RIGHT-OF-WAY) 1' VACATED RIGHT-OF-WAY
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SEWER UTILITIES SEE TYP SECTION
i SHEET CC-8.12 CEMENT CONCRETE SIDEWALK
FOR ELECTRICAL AND TELECOM PER C.O.R. STD DETAILS 102
"
POINT OF INTERSECTION IMPROVEMENTS SEE SHEETS AND F007, TYP
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STA 32+41.36 N 2ND ST= CA-1.01 THROUGH CA-4.11, TYP
STA 51+00.00 ALLEY ASPHALT ALLEY PAVEMENT
PER C.O.R. ORDINANCE 5517.
WAY 4"HMA OVER 6"CSTC
T1300
BRONSON
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SEE NOTE 2
RIM = 42.97 -
SEE NOTE 2
RIM = 43.18
1. SPECIALTY CONCRETE PAVEMENT: MATCH DRIVEWAY
CONCRETE PER C.O.R. STD DETAIL 104 EXCEPT AS FOLLOWS:
• COLOR= CITY OF RENTON DOWNTOWN STANDARD
• PATTERN = 2'z2' SCORE JOINT, 112" DEEP
• FINISH=MEDIUM BROOM
2. ADJUST EXISTING CATCH BASIN TO GRADE. REMOVE EXISTING
GRATE AND FRAME, AND REPLACE WITH NEW FRAME AND
SOLID LID PER CDR STD DETAIL 204.10.
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STA 12+74.03 BRONSON WAY N= '
STA 54+84.33 ALLEY �,
SPECIALTY PAVEMENT, �
SEE NOTE 1 �
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45
40
35
30
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R-411616 N
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMEM ENGINEERING O
jchavez 08/28/2020
20 10 0 20 40
scale 1" = 20' feet
P RAN.
�,ca�`A As -NOTED °° °"°° ___ CITY OF CITC HEADQUARTERS i020.10.11
P.O. Box 81211 '�T- e
^" 1300 BRONSON WAY N, RENTON WA 98057 E
Seattle, WA 98108 R E N TO N E
patrick@hl.engineenng �0 4RNP DATUM ROAD PAVING AND DRAINAGE PLAN "°-
�� g g P CB-2.51
(858)581-0754 '�� Plonnin Buildin Public Works Dept. ' ' ALLEY
H L E N G I N E E R I N G °"AL 6 NO REVISION BY DATE APPR _ �'NM°
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