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UTILITY CONFLICT NOTE.
CAUTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION.
PORTION OF THE NE 114 OF SECTION 6, T WP. 22 N., R GE. 5E., W. M.
KING COUNTY, WASHINGTON
1
A C9
EX. C/L OF RD SO UT 55TH STREET
/-C/L OF R.O.W.
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CB#13
N TYPE-1
W/ BIRDCAGE
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SSMH
RIM=171.92
INV=162.86 (CTR.
CHANNEL E, W)
CB#11
(TYPE-1 W/ _-
ROUND SOLID
LOCKING LID)
14+00
(TYPE-1)
FRENCH DRAIN
TO CB#5
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C�) C,�
L
14+94.63
3
1 0
EBRIS ,�
\-PIPE ANCHOR CAGE
(TYR)
LOT
DRIVEWAY
WIDTH
DRIVEWAY
CENTERLINE
STATION
1
20'
STA: 0+78.90
2
20'
STA: 1 +08.90
3
20'
STA: 1 +70.45
4
20'
STA: 2+00.45
5
20'
STA: 2+51.35
6
20'
STA: 2+74.56
7
20'
STA: 2+95.82
8
20'
STA: 2+95.82
9
20'
STA: 3+24.31
10
20'
STA: 3+41.22
11
20'
STA: 3+42.75
2
20'
STA: 3+34.90
13
20'
STA: 3+09.66
14
20'
STA: 2+69.95
15
T 20'
STA: 2+69.95
16
20'
STA: 1 + 15.20
17
20'
STA: 0+58.21
YARD
DRAIN
LOT # RIM
ROOF/
FOOTING
IE
1
150.7
147.7
2
149.0
146.0
3
148.1
145.1
4
143.5
140.5
5
142.7
139.2
6
142.6
139.6
7
139.0
137.3
8
140.8
136.8
9
137.8
135.0
10
137.7
134.7
11
128.0
126.0
12
127.0
125.3
13
129.5
125.0
14
129.8
124.5
15
135.8
132.8
16
148.1
145.1
17
150.5
147.5
TRACT
998
147.0
144.5
CUL-DESAC PLAN
SCALE: 1"-20'
24'
40' R.O.W.
WIDTH
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(4'x9' PERK FILTER VAULT00
W/ 5-12%18" CARTRIDGES) ® F-- -�
0 0 12' GRAVE 4 T / (TYPE 2-48"0) % ( I 5' 5 a
o _ ' ACCESS S LO 1 #13 L 11 T# 2 , 2 5' LANDSCAPE 0.5' 0.5' SIDEWALK 2 5' m
o ROAD V { \��q O
0.02 FT/FT 0.02 FT./Ff. 0.02 FT/fT 0.02 FT./FTCD
. 27 MqA i Z '
CB#9
`__ � _ ( 94LF-12" SD ® 14.21% � CB#_. S C7
- - - - - 5 ° °
(TYPE-2-48 0) v, O
° - --- - -- --- - (TYPE-1) SUBGADE SLOPE 0.02 FT/FT. i
�0 RIM=156.35 CEMENT CONCRETE a
- - g - CB#3 �X CB#4 IE=151.00 VERTICAL CURB &GUTTER 4" ACP C
\ 15' UTILITY / TYPE-1
(TYPE_ 1) D W CUT END I ( ) 6" CSTC/CSBC b
EASEMENT LOT#12 81-DIRECTIONAL / STA: 2+64.50 Q LOT#�
Y
1E=117.oW
J B \ VANE GRATE ���
TRACT 99� MROAD A (SECTION C- C) �
NGPA NOT TO SCALE SUBACCESS STREET (PUBLIC)
CONNECTING TO
EX. SIDEWALK
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NOTES.
1. FOOTING DRAIN OF LOT 11 & 12 SHALL BE DAYLIGHTED TO THE WETLAND BUFFER.
2. FENCES, VEGETATION, AND/OR FIXED OBJECTS MUST NOT CREATE A SIGHT DISTANCE CONCERN.
3. A MINIMUM SEPARATION OF 5 FT BETWEEN DRIVEWAY AND THE PROPERTY LINE SHALL BE PROVIDED.
4. ALL UTILITIES SERVING THE SITE ARE TO BE UNDERGROUND.
5. CCTV NOTE.
A- THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV
INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT
WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH
BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE ON CD OR DVD THAT IS VIEWABLE BY
STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILM FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE
EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SHOWN (AND IDENTIFIED)
ON THE APPROVED PROJECT CONSTRUCTION PLANS.
B- THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE
DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE
COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY OR
VERIFY THE CORRECTION OF SAID DEFICIENCY.
C- THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE
BENEFIT OF THE DEVELOPER.
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om
15' ACCESS ROAD
2" CLASS B ASPHALT CONCRETE J
1%2" CRUSHED SURFACING TOP COURSE
5" CRUSHED SURFACING BASE COURSE
%3- ' \15'ACCESS ROAD DETAIL
1 S %NOT TO SCALE
19' (RAVFI A(Y FSS RnAn
6" VKAVLL I.UMr/iLALU u[rin
CRUSHED SURFACING TOP COURSE
4 12'GRAVEL ACCESSROAD DETAIL
NOT TO SCALE
STANDARD 3/8" FULL
THICKNESS FULL DEPTH
EXPANSION JOINT (TYP)
NOTES
1. ALL JOINTS SHALL BE CLEANED AND
�°b�
POINT A, EDGED.
SEE DESIGN 2. SEE SECTION 4.01 FOR SURFACING
STANADARD REQUIREMENTS
9
5 3. CONCRETE PAVEMENT SHALL BE
BRUSHED TRANSVERSELY WITH A
FIBER OR WIRE BRUSH OF A TYPE
FLOW LINE
�89
APPROVED BY THE ENGINEER.
SEE NOTE 8
4. 3/8" THRU EXPANSION JOINTS SHALL
AND DETAIL
1 6"
CONCRETE BE PLACED AT BACK, SIDES AND
SIDEWALK 5" FRONT. MAXIMUM EXPANSION JOINT
THICK MIN. SPACING IS 14' CENTER TO CENTER.
5. SEE SECTION 3.01 FOR ADDITIONAL
FOR JOINT SEE
FLOW LINE DRIVEWAY REQUIREMENTS.
4" HMA CLASS 1/2"
DETAILS 1 AND 2
PG 64-22 OVER 6"
6" CEMENT CONCRETE
- -
COMMERCIAL HMA
DRIVEWAY APPROACH
2%
It 1E]
CLASS 1" PG 64-22
3/8" THRU
EXPANSION JOINT
COMPACTED
4 CSBC DETAIL 1 (VERTICAL CURB)
SUBGRADE
SECTION A -A
lr2- _'�,RESIDENTIAL DRIi/EWAY APPROACHDETAIL
NOT TO SCALE
20' ACCESS UTILITY EASEMENT
SLOPE TOWARDS
YARD DRAIN 127.
6" CONCRETE
4" CRUSHED SURFACING BASE COURSE-
2 0 " A CCESS / UTILTIYEASEMENT DETAIL
NOT TO SCALE
2 CITY COMMENTS
1 CITY COMMENTS
REV. NO. DESCRIPTION
RWA
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36499
t�p CTs -r'p,
AIV377605
CITY OF REA TON
.APPROVED B DATE:
APPROVED BY: DATE: _-
APPROVED BY:
DATE:
ONSUGHT ENOONE RR1Na GOO
P.O. BOX - 1478
EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFO@INSIGHTENGINEERING.NET
SITE ADDRESS: XXXX S 192ND ST.
JRC 10-28-2014 RENTON, WA 98055
SJM 03-05-2014 TAX ACCOUNT NO.'S: 793100015106
INITIALS I DATE
PORTION OF THE NE 114 OF SECTION 6. TWP. 22 N., RGE. 5E., W.M
TALBOT & 55THAVE PLAT
DWG FILENAME DESIGNED BY: DATE: SCALE JOB NO.:
110539-FINAL.DWG IJRC 11-26-2012 1 "=30' 11-0539
SHEET
C5
ROAD AND DRAINAGE PLAN of
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