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CATCH BASIN
RIM-51 9.04
8" CONC E IE=514.65
12" CONC W IE=516.46
12" CONC W IE-514.48
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A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA
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CATCH ,BA�IN Ed 44
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PER CO�R STD'216.2Q 01 216� 0 `v
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2" ADS CULVERT_
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RIM=508.46 _ _ 8" C
12" CMP NW IE=506.26 -� B 0+ 0.0E \ � I
/ \ CATCH BASIN
CATCH BASIN PROTECTION I � ROLID LID
/ PERAI2I N2116.20 OR 216.30 -
07 94
12" CMP S IE-505.49
/ Rt M=508.�3 12" CMP N IE=505.21
Cut/Fill Summary/ 12" CONC S IE-506.49
/ 12" CMP N IE=506.44 v CATCH BASIN
Name Cut Factor Fill Factor 2d Area Cut Fill Net �/ `\ RIM=507.71
12" CMP SE IE=505.27
s7o GRADING 1.0E 1.0E 51870.98 Sq. Ft. 912.96 Cu. Yd. 511.2E Cu. Yd. 401.76 Cu. Yd.<Cut> _/ soP i rr�I , 12" CMP N IE=504.29
Totals 51870.98 Sq. Ft. 912.96 Cu. Yd. 511.20 Cu. Yd. 401.76 Cu. Yd.<Cut> / ) 3" CPP SE IE=505.54
64
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32236 s / �,, AT BASIN o v M �86,0
RIM�dATC-WBASIN PRdTEC ON +
/ 2" CAN �d A5=1416.�0 OR 21 30 1
/ 12 CONC N IE=5�07.17
�X/ `p 8" CONe W IE-507-40 0 W i H
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SSMH
RiN-510.95 1 OHE
W w, tH �� TOPWOE PVC CLEANOUT 509.68,_ ` \ WV W
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CLEARING LIMITS W/ CLEARING LIMITS W,/ ` II� f�0 EC ST 3+00.00
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____--- ORANGE SAFETY FENCE_ - ORANGE SAFETY FEN C OHE - ER cOR �Tn �1S p 1 IN SEE 188TH ST
PER COR S�D 212.100 PER COR STD 2 -2:
�--c�w R4BAR AND CAPI-------- �, �v �� " ( SE 1 88TH STREET
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-- \\ o / s CATCH BASIN
T OHE--__------- - 6E --- \ 7 P WER ULT 0
X------- SILT FENCE PER _ - o 0 RIM 508.98
- i\ x x-x X� 4` SILT FENCE PER COR STD 2TS* OR
ECTION + / m 12" CONC W IE=506.85
COR STD 214.0E E PER
CATCH E�ASii� PR ECTIO
+ COR S �14.00 0 \ I 2" CONC S IE=506.84
_ �< I 2" CMP E IE=506.68
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BUILDIN� ENCLOSi - BUILDTRACNTLgAURE �w ��512I 3 j
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�. -x ` ` 12" CMP E IE=507.48
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J ✓ 52 CAT TIO �C 746 ` ° 742�I `� o\ 12" CMP N IE-507 38
PER COR ST 2 6. 0 OR 2 S \a -
TRAC C ;_- CATC BASIN_ OT_ECTIOIJ 4 I� - - - \ ` m
\ + -- S _ ER OR S -r T 6�30 �`------\+-- 29
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,�511�12 \
------ /�-------521 \ SILT FENCE\ P R\\ \
\ CATCH BAS}I. ��OTEC�I N - `
_ 522 76� P R R STD 21 2 " 0 216.3p
-- ` v COR STD 214.(Q I`� � � vv 00 5
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CATCH BASIN PROTECTION - _ 766 \\i AT JBASIN PROTECTION APN
i CATCH BASIN PROTECTION CO STD 216.20 OR 2 6130 ` 0
PER COR STD 216.2E OR - h
E, PER COR ST 216.20 OR, 21 ' - ti 769 =
m
216.3E v �--�2s--�� v � I � I I I `� �
ti i PROV) OLL�RDS
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(4) �n EETAIL `�v V - - -� 51i2� ° ��-- --
LIMITS W 5 \ CLEARING /
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ORANGE SAFETY FENCE v
PER COR STD 212 00 3U� _-- �`T T j ` ° 2 L 5N1 �9
t N �522 L L s) 7��T FENCE PEIACOf� STD 214� Q
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CONSTRUCT,
--- ILT FENCE PER
COR STD 214.0E LOT v ( 1 z
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STOCKPILE AREA, PROVIDE i N 1n
i TEMPORARY COVER AS �vI �121�0 J o
° 772 NECESSARY\ PER COR ` LLJ
CHAIN LINK FENCE - `v STD 213.30\ j vv �512�183� ° 7 1� �% Q
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223�� CONSTRUCTION PARKING ` __ ��v v r I RIN/I RnSiN
��I 3 & MATERIAL STORAGE L-�SILT FENCE PER �vv �5� - 12"
N N ` COR STD 214.0E ; \
CLEARING LIMITS W/
ORANGE SAFETY FENCE
PER COR STD 212.00
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SILT FENCE PER
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COR STD 214.00
CATCH BASIN PROTECTION
TABILIZED )CONSTRUCTIO ',
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SILT�i FENCE PER
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PER
COR STD 216.20 OR 216.30
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ENT
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PER �COR STD
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f�ER COR STD 216.2E OR 216.3E
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,IH��T 1PTu - - - - -'�'-------- FOUND 112" SPIKE
5' WEST & 0.2' NORTH
CLEARING LIMITS W/
CLEAh'1NGIRLFtM��S IW/ � � ORANGE SAFETY FENCE
ORANGE SAFETY FENCE 9� PER COS STD 212.0E
PER COR STD 212.00 �223�5
Know what's below.
Call before you dig
1
05/27/2020
PLO
ENGINEERING
Surveyors & Civil Engineers
P.O. Box 412
Ravensdale, WA 98051
(206) 420-7130
www.PlogEngineering.com
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MOBILIZATION/STOCKPILE AREA NOTES
ANY EXCAVATED MATERIAL REMOVED FROM THE CONSTRUCTION SITE AND
DEPOSITED ON PROPERTY WITHIN THE CITY LIMITS MUST BE DONE IN COMPLIANCE
WITH A VALID CLEARING & GRADING PERMIT. LOCATIONS FOR THE MOBILIZATION
AREA AND STOCKPILED MATERIAL MUST BE APPROVED BY THE INSPECTOR AT
LEAST 24 HOURS IN ADVANCE OF ANY DUMPING
DUST SUPPRESSION
DUST FROM CLEARING, GRADING, AND OTHER CONSTRUCTION ACTIVITIES SHALL
BE MINIMIZED AT ALL TIMES. ANY DUST SUPPRESSANTS USED SHALL BE APPROVED
BY THE DIRECTOR. PETROCHEMICAL DUST SUPPRESSANTS ARE PROHIBITED.
WATERING THE SITE TO SUPPRESS DUST IS ALSO PROHIBITED UNLESS IT CAN BE
DONE IN A WAY THAT KEEPS SEDIMENT OUT OF THE PUBLIC DRAINAGE SYSTEM.
STREET SWEEPING NOTE
A CONTRACTOR SHALL IMMEDIATELY SWEEP THE PAVED CITY RIGHT-OF-WAY
WHEN DIRT OR OTHER CONSTRUCTION RELATED DEBRIS IS DEPOSITED.
GRAPHIC SCALE
10 0 10 20 40
1 INCH = 20 FEET
R-406205
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING 0
Nathan Janders 06/23/2020
1
READY FOR SUBMITTAL
MXP
05/27/2020
MXP
SURVEYED:
MXP
SCALE:
SEE GRAPHIC
VERTICAL: NAVD 1988
HORIZONTAL: NAD 198311991
DATUM
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CITY OF
R E N T O N
Planning/Building/Public Works Dept.
CIVIL PLAN S E T
H A E V I N RIDGE SHORT PLAT
RENTON WA
TESC PLAN
2
1ST REVIEW REVISIONS
MXP
11/05/2019
MXP
DESIGNED:
MXP
3
2ND REVIEW REVISIONS
MXP
04/05/202C
MXP
4
3RD REVIEW REVISIONS
MXP
05/27/202
MXP
DRAWN:
CM
ONE INCH
CHECKED:
MxP
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
APPR
APPROVED:
MXP
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DATE:
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05/27/2020
FIELDBOOK:
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PAGE:
DRAWING NO:
080-18
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SHEET: OF:
Q
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