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A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
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CV SANITARY SEWER MANHOLE od. x ti 2� �� o `1 RIM=21.33 p.W PER CITY 68E 8 5 a a - - - - = S ss �3 ' w�7..
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IE=18.34, 18 DI S _ - W ss x ti RE N0 199 a ?s ° CITY
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N. G P- � GATED INANC 93 X T�
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10 C� N A _ _ I ♦ - a y STORM DRAIN MANHOLE m
o ( ' " ti 2 TYPE II I STORM CATCH BASIN a
I I �' �ONP' j 10 o ° RIM=22.92 I TYPE 1 I III BRI K 5&12" CjEDAR \
ASPHALT °� i �\ / - o E N. IE=19.76, 8"PVC SE I RIM=22.49 \
INP' „ o » I RETAINING
" IE=20.34, 12 DIN 14 CED
\ ti IE=17.10, 15 CPP SW STORM CATCH BASIN
N BR THEkTOo " i I IE=18.69, 12"CONC E TYPE I m WALLS
tip. 2°9 I "EMPLOYEE OF 2� STORM DRAIN VAULT
�� k ti x o IE=18.46, 15"GONG W RIM=23.55 I 22.3 WOOD YARD
'0 PARKING ® x '� FO THE MONTH" ti� �; RIMTYPE23.59 I I IE=18.02, 12"CPP S NI 6 'FIR STAIRS - DRAIN
STORM DRAIN MANHOLE
"BR TON IE=19.14, 15"CPP NW I IE=17.97, 12"CPP W I CONCRETE
sD SID I I I a o �9 TYPE ll l STAIRS TO ,. .::.
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MONUMENT POSITION DEAD END y1 I » / I ° STORM CATCH BASIN I TPN 3340402820 I RIM=22.11 oI i 16I CI 1
i / BA�EVENT:.�... .4&2X6„STORM CATCH BASIN ti� „ 1 10' BAY �' OF SURVEY x \ AAA PA KIN SI T TYPE I A & D RENTON LLC IE=14.51, 4"PVC SEESS9404079012 TYPE I I 2oAy / / RIM=20.89 I BOTTOM STRUCTURE= 12.36DOOR
RIM=20.18 N IE=19.23, 12"CPP SW 3 PVC, PUMP WITH FORCEMAIN E p23ss 9 Ls `:.GRAVEL°..�
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IE=17.46, 16 CPP S I _
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IE=17.35, 12"CMP W "ADA IPA KING SIGN gg TPN 33¢�4'b2850 2 EXISTING I I I I 3"MAPV 23.'
TEL TEL I -'N A (3' BROTHERTo �ADILLA �g BUILDING EMPTY I 1` 14 \\ _
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IE=18.16, 18"CPP N I `� m o - _ 2X3
IE=18.33, 12"CPP E I 0%,ob r�N 1 4 m YARD DRAIN 023.28QIE=18.19, 18"CPP W I Ilxo \ �3•,,`. RIM=23.10 �I P Imo ( •;9"
I I I ( 1 TOP OF DEBRIS 15.92
F.F. =24.04
N SIG�J \ a ASPHALT o y9 o o x �y. i i I I� � I11
II y� I I ASPHA T i I CATCH B I ... ' •: ' o ko
2110 x I x ti° II SIG 1 EXISTING
3 ASPHALT 1 16 ' \ I
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y F.F.=23.88 TYPE I a ti 2
STORM CATCH BASIN I a 6 I 1 k0ffi ) ❑5 a ' I �t ��' �y. \ BASEMI
TYPE I � �, x 9 °� 2�. / 1 2�6g m � RIM=23.66 / I �i -
I U y ® x IE=19.65, 12"CPP N I\ I' y ACCES.
RIM=20.48 °.
IE=19.30, 8"DI S I 7P. SIG 1\ ��9.1I;HT POLE IE=19.76, 12;;CPP E z Q
I k 10 x I 111 x �\ �, I 1 VACAT�IE=19.76, 12 CPP S � N C I � I
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Ioc N \ 3 1 I ti�1� PER CI 1 313
IE=20.38, 6"PVC W oz I I I WA
I SIG �P 997p71 SAWCUT END
s° I i III I I 1 = N:174,164.35 I I I / I I I I YARD 2�
STORM CATCH BASIN I
I I o 1 2 6 y E:1,297,177.29 =24.00 I I DRAIN
TYPE I N IN6" SIGNS I SIG 5 s' I �- sDl I I I� I I I EXIST
m ��ti1 2 TPN 3340402885 I i BUILL
RIM=21.65 22 x ti° ��, 6 ,� STORM CATCH BASIN I I I I I
CAI NI �, 1 ti .., .L,:,;':, .•. �„A ..,•,:7. 2 C BROTHERTON CADILLA
IE=18.74,12"DI SE nI II /� >�� - �} - s - - - s - CONCRETE 7 TYPE 1 ASPHALT I g -SDI
IE=18.54, 12 CPP NW I /`� s ` 4 SAWCUT BEND - I I RIM=22.55 IL -
I I \ 1 SAWC 165.16 IE=20.28, 6"PVC W
STORM CATCH BASIN i / " 0 PARKIN SIG ° I E:_1,297,144.22 \ �� IE=20.02, 12"CPP N ti 13 ❑9 I I I j�
TYPE I I g� c \ I ��� \ x ti� I I I I
RIM=20.62 I \ S 1/ sO titi92 I I I li I O�
IE=19.03, 811 N �21y x� a6 yb $ 0 1 I I T2 04 2870 I I I I 0
I IN 2�. 2 I A �NTN L L C I I I �/° &�„
IE=18.69, 12"DI SE N x ! 1 CATCH ASIN s° Q / I i I I 2 &X7g�8
IE=18.70, 12"DI NIN III �, �' \ SIGN I 1 II s I �g BUILDING
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SIC1 tiy�e N 0 I I 2 CATCH BX i�
TYPE 1 i K g \I
RIM=23.25 ti RI SIGN I 1 i I' ^•;,; :,.:
IE=17.89, 12"CPP N �y� x I x ti' ,V 11 1 tiyy (TYP.) I II 4 STORM CATCH BASIN
IE=17.86, 12"CPP SW ti N SIGN /I I BURIED / TYPE I \'
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I BURIED / _ :�3 ;. `;:,:: II NO PARKING"
U16g� ti AIN ��ep I oti POWER 1 POWER IJ yoy RIM-22.39
x2'IE=20.14, 4"PVC NSIGN 6 Z -4 a / / » - - 41 � .- m I IE=19.13, 12 DI N IN o,
io m "REOVED" MAG NAIL � /� - ? 6
I o 1 SITE TBM #3 / SAWCUT START` j m �� / �, w $ Odw
r� x 21A3 3I ILu z 15N: 174089.20 \ VACATED R 0•W RENT N _N:174,081.41 11
I Z I Q � - o ✓ E. 12b7167.08 \ VA p ITY pF RE E:1 297 244.20 g1
2256 x I o z a� yAa ���1 ELEV. 22.95 �c 1 �4� 8 p313 ' ASPHALT Q 1 N w/ w x 1111.911
2 6
IGN F UNn�j� POST UI 1 � n 71' W: _ N � g1 3
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�A r, AND M �S.' N:174,051.31 84 DIA. STEEL I 5 _ w _ _ - w 00 »NO a6
INi N v r? N N 1 o E:1,297,141.49 )2 E SIGN POST � I �y. - P x 22'
/ \ R 1 1 'ti 14 MAPLE- 2j�� SAWCUT BEND �" - -
x o a IO5 \ o. 2 U"C RB 8 5----__N: 174,062.80 ��1a - 23- -
2j6 x21 rI II 8 GROUND �5 �0:99 ( x �. 2 �� w ixti °1 �E:1,297,243.74
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SANITARY SEWER MANHOLE I Q I / 3 x w - - ' w 2a� ss i ss 91 TYPE II
TYPE II o i I _ 5 x ti ss $a :.. 1 RIM=23.23
RIM=22.92 N i ° w _ _ 6 ' SS .. ,'/",. �23_ 15" MAPLE _ 6"
PVC
I SAWCUT END ' IE 17.07, 6 PVC E
IE=15.70, 8"PVC N 6gx C,I x ' I so � SS 9� ltii� a>g IE=17.01, 6"PVC S
o a� N:174,038.44 ss GRAVES95" MAPLE 2 'IE=17.19, 8"PVC W
IE=15.85, 8"PVC E 9 ti- / L 4
T. j ° _ E:1,297,136.28 i ss :....:., a MAPLE
_ „NO PARK
13TH S �- 5 5 �,-
1 4g ..1..:,:.yx 1E��
S' AVE S ss 2256 x22. 151 O PARKING" , ___--VACATED ROFRE 0
JHI D I CITY 4
R ss yg x 23 ' PER CE #4610 8
Cn i y tE� �� ORDINAN 19g6061402
Q g 229 4.o�L�� ' REC. NO-
CATCH BASIN y �' / 23 T 1 o x - ex �g1
TYPE 1
RIM16.690 �y6 2ti� 3
IE=16.69, 18 CMP N Ix ti IOO x STORM CATCH BASIN x I ��� x NORTH
TYPE I
TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (PRIVATE) HORIZONTAL SCALE: 1"=20'
20 0 20 40
SCALE: 1"=20'
SURVEYED: SCALE:
VERTICAL: N NA ID 198 1991
DESIGNED: AS NOTED HORIZONTAL:
y CITY OF
DKM/RJJ f RENTON
• Call 811DRAWN. /
KLK DKM
ONE INCH DATUM
° two business days CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
DCD before you dig APPROVED: C NOT ONE INCH
y 9 N0. REVISION BY DATE APPR SCALE ACCORDINGLY
DCD
LEGEND
PROPOSED FEATURES-
®
CATCH BASIN PROTECTION
- [i [i [i
SILT FENCE
DEMOLITION
STOCKPILE AREA
- - - - - -
SAWCUT LINE
CLEARING LIMITS
GENERAL NOTES
1. SEE APPLICABLE TEMPORARY EROSION AND SEDIMENT CONTROL NOTES ON
C1.2B
2. MATERIAL REMOVED FROM SITE TO BE DISPOSED OF AT AN APPROVED,
OFF -SITE LOCATION
3. LAND OWNER TO COORDINATE WITH PURVEYOR OF UTILITIES BEFORE ANY
DEMOLITION
4. LAND OWNER TO SHUT OFF AND REPAIR ANY UTILITIES DAMAGED ON SITE
THAT ARE NOT MARKED FOR REMOVAL
5. PROTECT ALL ON -SITE MONUMENTS OR FEATURES USED FOR SURVEY
PURPOSES
KEY NOTES
1� PROTECT FEATURE AS NOTED
2� REMOVE FEATURE AS NOTED
3� NOT USED
INSTALL CATCH BASIN PROTECTION PER STANDARD PLAN 216.30/C1.3B
5� SAWCUT TO FULL DEPTH OF SURFACING
SALVAGE FEATURE AS NOTED. REPLACE IN KIND IF NOT SALVAGEABLE
ROOF DRAINAGE DOWNSPOUTS FROM PREVIOUS BUILDING ADDITION SHALL
BE REMOVED AND ROUTED INSIDE THE BUILDING TO CONNECT BACK INTO
THE ORIGINAL ROOF DRAINAGE SYSTEM OUTSIDE OF THE PROPOSED
BUILDING ADDITION ENVELOPE. SEE GENERAL NOTES ON C3.013 FOR MORE
INFORMATION.
sitts&hill
1116L.D C. 40
CIVIL I STRUCTURAL I SURVEY
4815 CENTER STREET I TACOMA, WA. 98409
PHONE: (253) 474-9449 I FAX: (253) 474-0153
` http://www.sittshill.com/
46449 4v Project No.: 19480 Project Mgr.. DCD
Al, k~� `� Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
GM
R-422905
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Wanders 05/08/2023
BROTHERTON BUICK-GMC - RENTON
TEMPORARY EROSION AND SEDIMENT CONTROL PLAN
(PRIVATE)
DATE:
FIELDBOOK:
PAGE:
DRAWING NO:
C1.OB
SHEET: C OF:
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