HomeMy WebLinkAboutTED4003775.21Lr_
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395
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385
380
375
370
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STA. 1 +00.00, TRACT B
END ROAD IMPROVEMENTS
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A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA
SEE SHEET RD-01
ROAD A
TR \ \
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S, /PAD=387.50 3 \�
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Cb 0111111 CB #12
SEE SHEET RD-05 SEE SHEET RD-05
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16 LF,
/
12" 0 SID
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40 LF, 12" 0 SD
CB 113
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SEE SHEET RD-05
v
28 LF, 12" 0 SID
---- `�
CB 114, TYPE 1
STA 1 +92.23, 5.22' RT
CB #16, TYPE
1
14 13
STA 1 +41.13,
5.22' RT
PAD= PAD=
20 41 LF, 12"� SD
PAD--
387.30 387.30
386.40 19 18 17
16
15
CB #15, TYPE 1
PAD- PAD= PAD=
PAD=
PAD=
STA 1 +79.11, 5.22' RT
386.40 386.40 387.40
388.40
388.40
TRACT B
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STA. 1 +00.00, TRACT B
END ROAD IMPROVEMENTS
ELEV: 387.53
EXISTING GRADE 0
PROPOSED GRADE 0
1.00%
"
CL INT'X
STA 51 +00.40, ROAD B
= STA. 2+18.36, TRACT B_
16 LF, 12"0 SD ELEV: 387.76 /
0 S=0.50%
41 LF, 12 0 SD 40 LF, 12"0 SD
0 S=0.50% 0 S=0.50%
- _
II II II II
x II
T(QB 112
CB 17 TYPE 1 SEE SHEET RD-05
TG=387.64 28 LF, 12"0 SD
IE=383.92 12"0 (S) CB 16 TYPE 1 0 S=0.65%
IE=384.42 6"0 (SW) TG=388.05
IE=383.92 12"0 (NW) IE=383.72 12"0 (SE) ICIB 14 TYPE 1
IE=383.72 12"0 (N) TG=388.56
IE=383.44 12"0 (E)
IE=383.94 6"0 (S)
IE=383.44 12"0 (NW)
CB # 15, TYPE 1
TG=388.43
IE=383.52 12*0 (SE)
IE=383.52 12"0 (NW)
1 +00
Cd 2 Working Days Before You Dig
811
Unties Underground Location Center
(iD,MT,PD,0R,WA?
2+00
TRACT B
ENGINEERS L L C
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®CONSULTING
33400 8th Avenue South I ® I I I
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Suite 205
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Federal Way: WA 98003
FEDIER_
L WAY (253) 830-6113
EVERE 99M
www.esmcivil.COM NET (509)
962-9900
ELLENSBURG (509) 962-28a8
Civil Engineering
Land Surveying Land Planning
• ,p 40111
Public Works
I Project Management Landscape Architecture
••
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ESM
JOB #1799-001-013
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AL
405
•YI 1
395
390
385
380
375
370
2+80
0
FIRST SUBM AL
1
SECOND SUBMITTAL
2
THIRD SUBMITTAL
3
FW& SUBIiTTAL
4
MYIAR SUBMITTAL
NG.
REVISION
405
395
390
385
380
375
370
END ROAD IMPROVEMENTS
TRACT D
SEE SHEET RD-01
SEE SHEET RD-02
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PROPOSED GRADE 0 STA I14
S+54.95, WHITMAN CT N
STA. 3+00.00, TRACT D = STA. 4+34.79, TRACT D
END ROAD IMPROVEMENTS ELEV: 387.64
ELEV: 386.27
EXISTING GRADE 0
1.50%
i 00 LF, 12 "o SD 0 S=1.63%
L"1ARM d
W/ BI-DIRECTIONAL GRATE
TG=386.17
IE=381.77 6.0 (N)
IE=381.27 12"0 (E)
3+00
07 111 14
SURVEYED:
LESM
Gw7A1
♦i 2d 14
DESIGNED`N
ESM
10/n/1
�
ESM
11 20 1
DRAWN:
Cif
G,7111
1 01 14
CHECKED:
BY
DATE
APPR
APPROVED:
TRACT D
EX. 8"0 W.M
28 LF, 12"o SDI
_S=0.51 % EX. 15"0 SS
9.9'
CB #7
SEE SHEET RD-01
CB #7A, TYPE 2-48"0
TG=387.70
IE=379.64 12"0 (W)
IE=380.14 6"0 (N)
IE=379.64 12"0 (E)
4+00
KEY MAP
SCALE: 1"=20' HORIZ.
1 "=5' VERT.
20 10 0 20 40
NOTES:
1. SEE SHEET HOR-01 - HOR-03 FOR HORIZONTAL CURVE DATA.
2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE
APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE
CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE
ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION
DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF
THE PROJECT.
4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF
RENTON STANDARDS G012 & G013. FINAL LOCATIONS TO BE DETERMINED
DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED
PRIOR TO AS-BUILTS AND COMPLETION OF CONSTRUCTION.
5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON
TRENCH RESTORATION AND STREET OVERLAY DETAIL.
6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION.
VIDEO TO BE PROVIDED TO CITY INSPECTOR.
7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1
FOOT.
8. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION
PER THE FOLLOWING PROCEDURE:
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
405 STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE
WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL
ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE
BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS
COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH
PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM
400 CONNECTING STRUCTURES AS SOWN (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
395 ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING
THAT MAY BE REOURIED BY THE CITY TO 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.
390 VIDEO TO BE PROVIDED TO CITY INSPECTOR.
ALLOWABLE PIPE MATERIALS
385 1. REINFORCED CONCRETE PIPE
2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52)
3. SOLID WALL POLYETHYLENE PIPE (SWPE ALSO
KNOWN AS HDPE PIPE OR HDPP)
4. CORRUGATED POLYETHYLENE PIPE (CPEP)
380
UTILITY CROSSING TABLE
O I.E. (S.D.) 383.38, 12"0
375 CR. (S.S.) 380.96, 8"0
O LE (S.D.) 383.29, 12"0
C.R. (S.S.) 380.98, 8"0
I.E. 379.55
12-0 R=37752 1
370 O CR. (S.S.)379.33', 15"0
CHECKED FOR (COMPLIANCE TO CITY STANDARDS
i (u
4+80
`;GALE: �... �.
VERTICALNAVD ,3/1 WHITMAN COURT t2/ot/201
in sM� HORIZONTAL NAD 1983/1991 :�- C T Y O C
LLVV I I FIELDBOOK:
PENTON ROAD AND STORM PLAN AND PROFILE DRAWING NO:
ONE INCH DATUM RD-06
AT FULL SCALE Planning/Building/Public Works Dept. PERMIT #U14003820
IF NOT ONE INCH
SCALE ACCORDINGLY SHEEP: 21 OF40
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