HomeMy WebLinkAboutR-425404A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
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N: 174302.58 STORM CATCH BASIN pY WA - ' TYPE I d -
E: 1295627.24 TYPE I GRA VE,) ' RIM=26.60 tiaaI
TYPEM CATCH BASIN RIM=25.46 (FIRST - IE=22.60, "CM PNW tibia - x ; ° �� ° �' / ��a _3 - X L
IE=21.41, 8"CMP N �_ ' c�`� CFI rx • �22
RIM=25.46 ti6b ° a '. � 9/� �''
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STORM CATCH BASIN c� S ASSN• bgy xti - -
TYPE I ERRRE1 TION N -X bat TALER tia,y Xti °. ae. x - ��1 ! i - -
RIM-23.19 a �y Q tia Ni x
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so yyA �2 4 x X o 24 HEDGE 2 y' 4 IE=17.92, 8"PVC N 0 2
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S ° a I x by �1 1 N 3 2 a� 2 /00NOR&E PATIO -
x 1 Cr L, c �' 129, 639.43 - - EXISTING I I - ss
�I TR 2 7,8 3.a) - ' BUILDING
ti�g5 ^ o Y' �. F-nF3GSTING BUILDING r1�►� ss
STORM DRAIN MANHOLE ti ' �� N GRAVEL SWALE r 2 1 STORM CATCH BASIN
I I I jJJ� I I ss
TYPE 11 � o ss � � SA
RIM=24.37 ti• \ --� STOR PIP ' 3 TYPE 1 I STORM CATCH BASIN I .� ss TYf
titi5 21�� X T - z l , � _ 2 RIM=21.58 TYPE I I J ' ss
IE=14.37, 18"CONC N N x CATCH BASIN 2 3 g 2 i ss I RIA
\ � ti CATCH BASIN IE=16.77, 8 PVC W RIM=20.81 I �
IE=14.52, 18"CONC E �o 3 cmRM CATCH BASIN ' J / ss IE=
IE=14.57, 12"CONC S - _ t STORM PIPE 2 2 IE=17.13, 8"PVC S I IE=16.62, 6"PVC N 41 80, PLAT) g, ' ss I I IE=
„ I 2.�� GAP( i SIN +,� o IE=16.22, 8 PVC E (3 ,1E 34A ' ss
IE=14.82, 12 CONC SW a 2 0" 3 RIM=20.58 I �2� 26 - - ss
N bb I� STORM 1 N CATCH BASIN I IE= 16.18, 8 PVC W Nl�` ss �
STORM DRAIN MANHOLE I 1 1� �2 �AI IS�AiN 36"DOOR •,�� �� 3 I , �� � I ss I
GRAVEL SWAL PO D IE=17.48, 6 PLASTIC S I so �J CC i
TYPE II l" „ , �� ', I 1 I 20. ss �0.00' PLAT)
RIM=21.94 CONCRETE - GRAVEL SWALE N �� �J s` ss ss (2� 2 » 156 p5 I
IE=16.34, 8"PVC E SWALE W/CHANNEL DRAIN 1 -1)� I 2 STORM PIPE �o• SD N jl 6 E
IE=15.29, 36"CMP S THROUGH SIDEWALK 12202 u
WATER VALVE 1 V�ST�RM 1 GAS METER' �° SD BP 1� ss s°
Ic GAS VALVE 1 IOLX 01 9�� Tv ss o so SD 19.82 �' ' `3 SD
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ELEV. 20.94 I ��° , so ' TYPE II
I 21�a 1 �ICTE 1 ss 5D 36"DOOR "FIRE RIM=18.99 I I TPN 3340404705 I I
SANITARY SEWER MANHOLE � ��. PI E s 5 lid 1 ' SPRINKLER ROOM" I IE=15.12, 12"CMP E
TYPRIME20.74 V) s `V so/ CATCH BASIN :A TCH BASIN I I IE=15.13, 12 CMP W SEE SITTS & HILL PROJECT NO. 17383 I I
IE=7.72, 12"GONG N ss S 1 1 Trt i
„ 55 5D a .0 1 RIM=20.75 I I TAN 3340404805
IE=8.07, 12 CONC E ti1 x 1 1•�� I IE=16.80, 8"PVC N
IE=8.29, 10" CONIC S 5D Ln Z1.o7 - GG I IE=16.71, 8"PVC E
BLOCKED PIPE W I o� i x 2 1�
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LEGEND
EXISTING BUILDING
®
PROPOSED BUILDING
CATCH BASIN PROTECTION
- - - -
SAWCUT LINE
AND
DEMOLITION
- - -
CLEARING LIMITS
GENERAL NOTES
1. SEE APPLICABLE TEMPORARY EROSION AND SEDIMENT CONTROL NOTES ON C1.2
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
6. PROTECT ALL TREES ON -SITE NOT MARKED FOR REMOVAL
7. PROTECT ALL IRRIGATION SYSTEM FEATURES
8. ALL SURFACES SHALL BE COMPOST AMENDED PER 200/102.3
9. CONCRETE SIDEWALK PANELS TO BE REMOVED AT CLOSEST JOINT OUTSIDE OF DEMOLITION BOUNDARY
10. PROVIDE CATCH BASIN INLET PROTECTION AT CATCH BASINS NOT SHOWN ON PLANS THAT WOULD
RECEIVE RUNOFF FROM THIS SITE.
KEY NOTES
PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
INSTALL CATCH BASIN PROTECTION PER STD PLAN 216.30/C1.3
4� SAWCUT CONCRETE FULL DEPTH TO SMOOTH, UNYIELDING EDGE
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TYPE I ID -�- S �x RIM=21.47 01' PL '
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RIM=19.22 I ay IE=15.21, 36 CMP N TPN 3340404785 I I �� CIVIL I STRUCTURAL I SURVEY
46449 •1k 4815 CENTER STREET I TACOMA, WA. 98409
IE=14.84, 12"GONG N 90 20• I IE=15.02, 12"GONGS + -�� � ,� O
IE=15.18, 12"PVC E x �o. oyaX �06 I OIL WATER SEP. SOUTH I I I J� O,��sFCf, �`w �9' PHONE: (253) 474-9449 I FAX: (253) 474-0153
IE=14.86, 12"CONC S o ti I ti. STORM CATCH BASIN O http://www.sittshill.com/
N x BLOCK WALL
STORM CATCH BASIN Uj tioy� I RIMTYPE20.78 I I j j` +MAG NAIL #6 _ Project No.: 19682 Project Mgr.:
TYPE II w I I j3 N: 174051.16- REISSUED FOR PERMIT
RIM=17.95 a1 �ti „ �ti7 I IE=14.88, 12"CMP E 140 Pro Engineer: DCD Pro Drafter:
W ° I tio• Xtio� 6 x IE=14.86, 12"CMP W 1 9 J
IE=13.65, 12"CONC N o > z oy� I IE=14.51 12"CONC N ;k,;k OCTOBER 30 2023
IE=14.53, 8"CONC E Q I STORM CATCH BASIN I ')� ' ' R-425404
IE=13.80, 12 CONC S U0 I TYPE 11
IE=13.90, 12"GONG W O O RIM117 7.63IN COMPLIANCE WITH CITY OF RENTON STANDARDS
IE=17.63, 24 CMP N
IE=7.53, 8 S.W.CMP W S I I 12TH ST' - ' DEVELOPMENT ENGINEERING � OIL WATER SEP. WEST '�: I I _ %
IL
+MAG NAIL #3002 2� 26 E R 46.)1o' SAMorman 12/05/2023
' I / Ai• 1 74nn4 R4 Ir AF.10
TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (PRIVATE)
SCALE: 1"=20'
HORIZONTAL SCALE: 1"=20' Call 811
20 0 20 40 • m two business days
NORTH before you dig No.
C4aVJ6` 1010
SURVEYED:
DESIGNED:DKM
DRAWN:
KLK
CHECKED:
DCD
BY DATE APPR APPROVED:
DCD
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
C TY OF
RENTON
Planning/Building/Public Works Dept
DCD
KLK
DATE:
WASHINGTON STATE AUTO 2022.11.30
DEALERS ASSOCIATION (WSADA) FIELDBOOK:
PAGE:
621 SOUTHWEST GRADY WAY, RENTON, WA 98057 DRAWING NO:
WSADA BUILDING ADDITION AND IMPROVEMENTS C1.0
TESC PLAN (PRIVATE) SHEET: OF:
4 26
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