HomeMy WebLinkAboutS-422901A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
CV SANITARY SEWER MANHOLE X ti ti 3 RIM=21.33 O.W. PER CI 46 0 8 5 ss
TYPE ll a TED NICE #
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N IE=14.65, 8"PVC N I TE _ - sxu
IE=14.75, 8"PVC E l W CONCRESS o0 N GIE=14.71 8"PVC S "of I /J Q -' SS xti8 12 8 TI SS
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TYPE 1 ,Z 60 ° p Fr ss s y 4X4
RIM=21.28 211 �1. 1' S0 SS �ti>RO.g.W 4683 0 _ : cAs' - F� �'I� I 4I ' F., GRAVE`. ��
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l GAS' �1� .p ONP' J p� RIM=22.92 I TYPE I III I
ASPHALT _ 0' I I P \ go �' 6�l'� ,,`L�` IE=19.76, 8"PVC SE I RIM=22.49 I \
\N �1 " IE=17.10 15"CPP SW IE=20.34, 12 DI N STORM CATCH BASIN RETAINING
BR THEPTON" ' I 14 CED WALLS
"S�(t1 1 20 ti N 5 I 60 I IE=18.69, 12 "CONC E TYPE 1 m
"EMPLOYEE OFp�a STORM DRAIN VAULT I IE=18.46, 15"CONC W I RIM=23.55 2?,�I WOOD YARD
0 PARKING ® x iFO 1 ti TYPE 11 IE=18.02 12"CPP S NI 6 Fz1 STAIRS- -
t THE MONTH" �; DRAIN
m / 0 g RIM=23.59 TOM DRAIN MANHOLE IE=17.97, 12"CPP W I I (CONCRETE I
SD I 1 g5 IE=19.14 15 CPP NW
SD 20' I m I I 116 /CISTAIRS TO
DEAD END l o
° STORM CATCH BASIN I RIM=22.11 I o �. 2 6
MONUMENT POSITION 1 I E' � I I I TPN 3340402820 , / BA �T ;.:...�,
10 BAY
STORM CATCH BASIN tit TYPE I A & D RENTON LLC IE=14.51, 4 PVC SE
OF SURVEY TYPE I x \ o �5 / \ / I RIM=20.89 I BOTTOM STRUCTURE= 12.36 I DOOR
9404079012 I cC 113. \ ° .
OR, NOT FOUND RIM=20.18 10 gg �1 o IE=19.23, 12"CPP SW 3 PVC, PUMP WITH FORCEMAIN E Q00 2396 rya I I LS `'..GRAVELt..� I
IE=17.72, 18 CPP E I x�' 0 �• tip• m y N
IE=17.46, 16"CPP S I � g9 o I I 16 eP I I Iv ^ 9 J 22 WA TEA
TPN 33 �4?J2850 EXISTING I 23.70--
3. EMPTY
IE=17.35, 12 CMP W 6g I I
5 MAP 23."
BROTHERTO �ADILLA Lu. �� g BUILDING
STORM CATCH BASIN TEL TEL �j1 0 CONDUIT I•,� _)_ \�1 a '
TYPE I CIOI ti060 II I ti '� I o 10"I
RIM=20.93 I aX NI 2g8 �' `': I 2X1&4X2 SD" L so �1 PIN
IE=18.16, 18"CPP N I I a o 0 23.28 -- / 2
IE=18.33, 12"CPP E I X�p96 ti6 CO YARD DRAIN I �-� 8 5 I P
IE=18.19, 18"CPP W I I I X o �0 1 ti� 23• TOP RIM=23 DEBRIS 15.92con .10 � I u- I 9
I 3 I m ASPHALT o t o �9 0 00 F.=24.04' - X ti�1 I I I Ifx 211 �11
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STORM CATCH BASIN ONCRETE 1 �5 0_ � � I ACCES:
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RIMTYPE20.48 I vN x 6 0 6 0 1® x15 ' IE=19.65, 12"CPP N o_
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IE=19.30, 8"DI S � tio• �• ti 6 z I I I RE INI G
10 x I i X I\ I1 VACATED R•REN N ' IE=19.76, 12 CPP S I¢ N
�1. I N ti 11 a PER CITY OF ' I I IE=20.38, 6"PVC W I I I i I I WA
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SO I I II I 55
19970� SIDE SEWER SCOPE 1S I I I / o I I I I I YARD
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STORM CATCH BASIN( I I I ti 6 o UNDER PERMIT -24.00 I I I I DRAIN
TYPE 1 ��� 0 - SS23002346 :- sD I li I I I BUILC
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RIM=21.65 Nix `� BROTHERTON CADILLA STORM CATCH BASIN I I I I I I
IE=18.74,12 DI SE N I /a - - SS - 23LF-6" DIP @ 7.66% TYPE I ASPHALT I
IE=18.54, 12"CPP NW I I /N ® B-SSCO04 6" CO \ 23LF-6" DIP @ 12.47% I RIM=22.55 IL I _ I ��• -
I `�' \ N:174,127.70 I IE=20.28, 6"PVC W
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STORM CATCH BASIN I i 9� \ RIM:23.12 / N:174,127.12
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IE=19.03, 8"DI N ��16x� I a6 �6 $ Igo IE:19.31 6' E (IN) RIM:23.93 I I I II /
IE=18.69, 12 DI SE x a I IE:19.31 6 N (OUT) IE:22.18 6 E (IN)
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STORM CATCH BASIN I 2�
N:174,122.57 I I
TYPE 1 I U � ;° ti E:1,297,172.18
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IE=17.86, 12 CPP SW I
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Q �1a 9LF-6" DIP C 7.66% \ N:174,122.12
J o B-SS OWS, (PER MECHANICAL) eA \ E:1,297,190.18 z
N:174,122.35 a1RIM:- / O[
T I o E:1,297,181.18 23.93 / ��� w w 5$ b op
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LEGEND
PROPOSED FEATURES -
SS SANITARY SEWER PIPE
® SANITARY SEWER MANHOLE WITH ACCESS LOCATION
• SANITARY SEWER CLEANOUT
GENERAL NOTES
1. SEE APPLICABLE GENERAL CIVIL NOTES ON SHEETS C5.26.
2. SEE CITY OF RENTON STANDARD WASTEWATER (STD. PLAN C413) NOTES ON
SHEETS C5.26.
3. SEE STD. PLAN 403.1/C5.2B FOR SANITARY SEWER CLEANOUT INSTALLATION.
4. SEE STD. PLAN 405/C5.2B FOR SANITARY SEWER PIPE INSTALLATION.
5. SEE STD. PLAN 406.1/C5.2B FOR SANITARY SEWER STUB INSTALLATION
FROM MAIN LINE TO PROPERTY LINE.
6. SEE STD. PLAN 406.2/C5.2B FOR SANITARY SEWER INSTALLATION FROM
PROPERTY LINE TO BUILDING CONNECTION.
KEY NOTES
OIL WATER SEPARATOR PER DETAIL 500/C5.2B
:� CONFIRM INVERT ELEVATIONS OF EXISTING SANITARY CLEANOUT
sitts&hill
6 MA E w g[I OF VP CIVIL I STRUCTURAL I SURVEY
/ A T 3 \ 5 y ��. 23 eP w X ��' i ss TELEPHONE q rJ+
51 \ \ x 1� N ' ss RISER ' C 4815 CENTER STREET I TACOMA, WA. 98409
I / �ti• I x W ��g�j ' SS 40 N f 1 V PHONE: (253) 474-9449 I FAX: (253) 474-0153
W %< g1 N SANITARY SEWER MANHOLE ' ` http://www.sittshill.com/
SANITARY SEWER MANHOLE Q I 3 x w SS TYPE II -
TYPE II � I I I , , _ 4' - x ' ss ' 66 .. RIM=23.23 _ •�y ♦6449 �of ,y? Project No.: 19480 Project Mgr.: DCD
RIM=22.92 I cD , w 6 gs 2 15 MAPLE IE=17.07, 6„PVC E Or►1S[E �' `"
'� rig
IE=15.70, 8 PVC N �L6gx al X
IE=15.85, 8"PVC E
. 13TH ST. 5
S.W I
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STORM
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CATCH BASIN
TYPE 1
RIM=22.71 6/
IE=16.69, 18"CMP N x ti�5
it 414n hlr I -I
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so - `, 1P ..tip F• ��� tik IE=11.01, 6 PVC 3 oNAI £ Prot. Engineer: DKM/RJJ Prot. Drafter: KLK/DKM
g �61 W o �xti� iss GRPV��✓PLE��15" MAPLE "24 'IE=17.19, 8"PVC W
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SS PARKING"- - 0
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1 "NO
SS ss g S-422901
s s titi56 x 22� , :,TF � OEPARKING" �ACA CITY
ITYROF RENTON
s x --2 PER CIT CE #4610 4 IN COMPLIANCE WITH CITY OF RENTON STANDARDS
�� 5g '
��' ORDIN N� 1996p614028
1g xti20`���i _ ' REC. DEVELOPMENT ENGINEERING
\ �o
Wanders 05/08/2023
220 x� STORM CATCH BASIN NORTH
x I TYPE I
(PRIVATE) HORIZONTAL SCALE: 1"=20' rWA$TEWATER UTILITY
GRADING AND STORM DRAINAGE PLAN
` � 20 0 20 40
SCALE: 1 "=20'
• Call 811
• m two business days
before you dig NO.
REVISION
SURVEYED:
DESIGNED:
DKM/RJJ
DRAWN:
KLK/DKM
CHECKED:
DCD
BY DATE AP P R APPROVED:
DCD
jstowell 05/09/2023
SCALE: DATE:
VERTICAL: NAND 1988• BROTHERTON BUICK-GMC - RENTON
AS NOTED HORIZONTAL: NAD 1983/13/1991 C T Y OF
FIELDBOOK:
RENTON PAGE:
° ONE INCH DATUM DRAWING NO:C5.013
�� • O ^
AT FULL SCALE Plan ning/Building/Public Works Dept. WASTEWATER UTILITIES CONSTRUCTION PLAN (C,/ I13
IF NOT ONE INCH
SCALE ACCORDINGLY (PRIVATE)
SHEET: OF:
21 29
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