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CB 2, CONC. INLET
REPAIR FAILING PAVEMENT W/
12-INCHES COMPACTED DEPTH HMA.
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CB 8. CONC. INLET
REPLACE W/CB TYPE 2,
48"
� 24"
EP=405.36
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ROUND SOLID LOCKING RING
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3 A:15+31.67, 23.50 RT-
CB 9, CONC. INLET I
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i 7938400060
AND COVER NON -SLIP
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FIELD VERIFY LOCATION
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EXISTING
STA:15+26.88, 21.22'RT
HERRINGBONE FRAME & GRAT
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C3.03 \ 17314 116TH AVE SE I
BLOCK WALL
RIM=409.62
I 7938400090
STA:15+96. 1, 28.56'RT
AP
OWNER BRIAN E
IE=405.47 24"CPEP N
(
IN )
17408 116TH AVE SE
RIM=410.20 I CB (1
IE 24"CPEP N
=410.33 7938400080 I 7938400070
=406.58
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STA:18+27.55, 23.50 RT
3
7938400050
IE=405.57 (24" CPEP S
OUT)
IE=407.00 12"CPEP NW OUT IE �24"CPEP(S)=406.58
17400 116TH AVE SE 17322 116TH AVE SE
I AP 6 I
7938400100
MARSHALL EUGENE D
REPLACE W/CB T�P 2, 48"
HADFIELD PETER WATERS BOBBY C+ELSA
17248 116TH AVE SE
VU TIEN H+NGAT THI LAI+VAN
17420 116TH AVE SE
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ROUND SOLID LOCKIIIIJG RING
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HANSEN RODNEY G+DEBRA S
AND COVER NON -SLIP
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I 11 8 7 STA:18+51.72, 17.34'RT
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IE=411.65 (24"EXIST S OUT)I
IE=406.58 (12"CPEP W IN)
IE=406.55 (24"CI EF S OUT)
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PVI STA:15+01.66
LOW PT. STA:15+84.31
PVI ELEV:410.58
LOW PT. ELEV:410.12
K:12.79
PVI STA:15+89.93
75.00' VC
PVI ELEV:410.03
K:30.62
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LOW PT. S:15+64.03
425- N .............. PVI STA:15+12.31 LOW PT. EV:409.87 ..........
PVI STA+65.39
+ PVI ELEV:410.43 PVI EL409.77 PVI STA: 17+89.94
K:8.89 K:1f.9 1 PVI ELEV:412.03
0 40.00' VC CB 3 CONC. INLET K:43.48
0 30.0 VC ,
o co co STA: 15+84.02, 10.08 RT 200.00 V
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� o rn _ rro o o a; o 0 o IE IN= 406.91 (12" S) �? CB 8 CONC. INLET
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N ' LO + + o IE OUT= 406.91 (12" N) a00 STA: 18+51.72, 10.08 RT
V) Q + + � RIM= 415.67
N v v I�i I�i coo co EXISTING GRADE
U cii > cii > U U -0) w AT CONSTRUCTION IE OUT= 412.80 (12" E)
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410 - ..... ......... ......................... ............
-1.25% 20LF PROPOSED FINISH
CREEK CULVERT CROSSING
IE=403.91 AT OUTFALL 12"CPEP GRADE AT FLOWLINE
0 SUBSURFACE
S=1.40% DRAIN (TYP.)
405- REVISED ELEVATION AT FLOWLINE I I CB 4 CONC. INLET
�� STA: 15+64.04, 10.08 RT CB 2 CONC. INLET
RIM= 410.21 STA: 16+04:00, 10.08 RT
EXISTING ELEVATION AT IE OUT= 407.20 (12" N) RIM= 410.21
IE IN= 406.63 (12" S)
PROPOSED ROADWAY CROWN 20 LF 12"CPEP S=1.45%��
400- IE OUT 406.63 (1 2 E)
C) DO �M N� �`)� O N
N 00 CT; 0ar; 06
�:- �0 0
395-
ROADWAY & DRAINAGE NOTES:
1O
CONSTRUCTION CENTERLINE, SEE SHEET C1.03 FOR
DETAILS
O2
INSTALL CEMENT CONCRETE TRAFFIC CURB AND
GUTTER PER CITY OF RENTON STD PLAN 101
O3
INSTALL CEMENT CONCRETE SIDEWALK PER PER CITY
OF RENTON STD PLAN 102
4O
RECONSTRUCT HOT MIX ASPHALT ROADWAY PER
TYPICAL ROADWAY SECTION ON SHEET C3.03
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O5
NOT USED
♦
N
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INSTALL CEMENT CONCRETE DRIVEWAY, TYPE PER
M
PLAN. TYPE R1 AND R1 B PER CITY OF RENTON STD
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PLANS 104-104.4. TYPE A PER DETAIL ON SHEET
C3.04. STATION AND OFFSET SHOWN IS AT CENTER
(j)
OF DRIVEWAY AND FACE OF CURB. DRIVEWAY
LU
PROFILES ON SHEET C3.05. BACK OF SIDEWALK TO
W
W
ROW MATERIAL TO BE ASPHALT FOR EXISTING
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=
ASPHALT AND GRAVEL DRIVEWAYS AND CONCRETE FOR
J
EXISTING CONCRETE DRIVEWAYS.
VLV
O7
CONNECT PROPOSED STORM SYSTEM TO EXISTING
LV
STORM DRAIN
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O8
ADJUST EXISTING CATCH BASIN OR MANHOLE TO
CQ
G
FINISH GRADE
O9
ADJUST WATER VALVE BOX TO FINISH GRADE PER
CITY OF RENTON STD PLAN 330.1
10
INSTALL SUBSURFACE DRAIN PER DETAIL ON SHEET
C3.03
11
REPLACE EXISTING CATCH BASIN OR MANHOLE LID
WITH SOLID LOCKING NON SLIP COVER
12
ADJUST WATER METER BOX TO FINISH GRADE
13
ADJUST FIRE HYDRANT TO FINISH GRADE, REMOVE
AND DISPOSE OF BOLLARDS
14
CONTRACTOR TO POTHOLE EXISTING UTILITY CROSSING
PRIOR TO CONSTRUCTION
15
INSTALL THRU CURB INLET WITH 131 DIRECTIONAL
VANE GRATE PER CITY OF RENTON STD PLAN 203.0.
16
PROVIDE 3' WIDE x 10' LONG CONCRETE PAD BEHIND
SIDEWALK AT BUS STOP LOCATION SHOWN ON PLANS.
CONSTRUCT PAD PER SIDEWALK REQUIREMENTS ON
CITY OF RENTON STD. PLAN 102.
-440
GENERAL NOTES
1.
ALL DIMENSIONS, STATIONS AND OFFSETS ARE TO
FACE OF CURB UNLESS LISTED OTHERWISE.
2.
STATION, OFFSET AND RIM ELEV. FOR ALL STORM
- 43 5
STRUCTURES ARE TO CENTER OF STRUCTURE. SEE
SHEET C3.04 FOR STRUCTURE PLACEMENT DETAIL.
3.
EXISTING GRADE PROFILE SHOWN IS AT
CONSTRUCTION CENTERLINE. FINISH GRADE
PROFILE SHOWN IS AT FLOWLINE.
-430
4.
DISTURBED AREA EAST OF THE SIDEWALK,
INCLUDING PRIVATE PROPERTY TO BE REPAIRED
AND REPLACED IN KIND USING, GRAVEL, SOD,
BARK MULCH AND/OR TOPSOIL. ALL PRIVATE
Ln
UTILITIES TO BE REPAIRED OR REPLACED IF
-425
DESTROYED DURING CONSTRUCTION.
+
DO
5.
CONTRACTOR TO POTHOLE AND VERIFY EXISTING
UTILITY LOCATION AND DEPTH AT ALL PROPOSED
UTILITY CROSSINGS. POTHOLE DATA TO BE
PROVIDED TO ENGINEER IF THERE IS A CONFLICT.
Q
-420
6.
SLOPES SHALL COMPLY WITH SECTIONS R303.2.1
OR R303.2.2 OR R303.2.3 OF THE REVISED
DRAFT GUIDELINES FOR ACCESSIBLE PUBLIC
LLJ
RIGHT-OF-WAY OF NOVEMBER 23, 2005
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(PROWAG).
-415
J
7.
ALL WORK MUST STAY WITHIN RIGHT OF WAY AND
Z
CONSTRUCTION LIMITS AND CANNOT GO OUTSIDE
(,
OF RIGHT OF WAY. THERE SHALL BE NO
DISTURBANCE OUTSIDE OF RIGHT OF WAY LINE
Q
-410
EXCEPT FOR DRIVEWAY SMOOTHING/PAVING
�
ACTIVITIES.
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CPJ=E
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 1 f. 425.827.5043
Civil I Structural I Planning I Survey
www. paceengrs.com
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SCALE:
DATE:
AS SHOWN
8/26/16
DESIGNED BY:
CHECKED BY:
TC
RN
JOB NUMBER
15465
SHEET:
CALL BEFORE C3.01
YOUDIG
�GRMCE (USA) SHEET# 9 OF 20