HomeMy WebLinkAboutR-425405A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
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STORM CATCH BASIN
TYPE I
RIM=23.19
IE=21.43, 4"PVC E
IE=20.39, 6"PVC E
IE=18.27, 87PVC S
STOP
"RAYMOND AVE. S. W. "
"S. W. GRADY WAY"
�
� I
STORM CATCH BASIN-D1 I
TYPE I
RIM=26.49
IE=23.04, 8"CMP S 1
x212o
o �
- ' CURB -iX� 4
STORM CATCH BASIN-27-
Y W CATCH BASIN
AY TYPE I 1 SPHALT 1 - = I - D
STORM CATCH BASIN GRgDRIM=26.60 D _ g
TYPE I
0
RIM=25.46 (FIRST AVE- ' IE=22.80, 8"CMP N 3 2 3��'
� � a k� ': � T/ � � x '• 2
IE=21.41, 8"CMP N' IE=22.60, 12"CMP W a 1 TREE 1 TREE „
9 x ti6bV i 0 TREE E-)
rlE=21.31, 12"CMP E 550•�5' CONCRETE .� �65 � „�� 'TREE
IE=21.31, 12"CMP IN S��°2� GTON DRIVEWAY x � �. 1 ���� 1
„WASHIN WINGS a SIDEWALK
DSTATE AUTO 2 - _ ,7"- LIGHT POLE AND
S E S DRIVEWAY 1 i _-_ -
R a _ JUNCTION BOX
CURB ,I x D SALE PAT 7"
- = - x _ - - _ = / 1
1 7" w 1 WATER VALVE
2251 'l'2�
N N i 6 6 x T (498•' PLAT) TREE . 5
ASPHALT o- N SIDEWALK ° 5; /Z�' 1 1 TREE 3.2
W _ N - - 1 / ; TREE � TREE LIGHT
- a 9 �x� i I
�O-NICRETE
ATCH BASIN - - -26 �- -26- -�. 4 CURB I POLE
CN
I
a I a. a s I 1, 2 I ti5 ti I I o
- ASPHALT ASPHALT o
TREE 6'X- -! 1 CURB DRIVEWAY I 0a I
Jr . 4 -1 .,.. 1 TREE xG2 fig. I w
�,6� z\ 2� - - - CO `T _ �x 1 ' # 1 LIGHT � 61 ti�� 5 0
CURB 2 so o ti_ 2 TREE ..� 1 � A POLE
2 �25 7 MA WATER I\a _
SEWER MANHOLE CATCH x ti5�� , °� 6" MAPL46
E 1 CURB WATER 1 VALVE 2 e� ASPHALT z I
RIM=24.41 CURB I SIDEWALK / 2 VALVE DRIVEWAY
BASIN 2 =� �A� 1 23s SIDEWALK 1
ytio 1 ,a CURB / 1 TELEPHONE � '
x ti - D170
i 23 2 TREE 231 1
2 � � � o � a 5 VAULT 1 4-
25 4 1
a. so 2 1 ` TREE' 24_) i l
SIDEWALK' 1 1�° a s J TREE 23.4 x y3.8 ��a 24 5 T N 3340404730 1 1 I
�y 0, CONCRETE 5 WSA A PROPERTY LC.
WALKWAY I I
�0$90 ASPHALT CURB �I > STORM
2 d 1 GA TE o TYPE 1
SIDEWALK 1 CURB 2 I a .x ti66 5A RIM=23.25
4 x o TREE -' as IE=17.92, 8"PVC N
rz- 24 'a IE=17.808"PVC S
SIDEWALK 1 �/ a, 24-
,
so a ° 1 RAMPASPH
C, I 4 2 / �,` �.23• N: 174178.79
/ x w HEDGE 129q639.43 _ , EXISTING
CURB 3.z8 3.81 , - BUILDING I ,� 1 , Q_ Ss
ti95 I {� f 3.83
I ) !� ��� jJ I 1 ss
STORM DRAIN MANHOLE ti' �� 5 N ,��' 2 o� STORM CATCH BASIN I SS
TYPE II \ o I y �' TYPE 1 STORM CATCH BASIN I i I ss
SA
RIM=24.37 titi x ti I I SS TYI
2 . 2 SIDEWALK - RIM=21.58 TYPE I J ' ss �
RIA
IE_14.37, 18 CONC N N I I ss I IE=
a . ti9 IE=16.77, 8 PVC W RIM=20.81
IE-14.52, 18"GONG E STORM CATCH BASIN �� I ' !� / ss � IE=
\ [❑]� IE=17.13, 8 PVC S IE=16.62, 6 "PVC N PLAT) ss i I
IE=14.57, 12"GONGS I - - - ' TYPE I BEEHIVE 341•g0 88' i 1 IE=
IE=14.82, 12"CONC SW o / 222' I D �1 RIM=20 58 ) I �3 o I IE=16.22, 8 PVC E (, 26„E �41 / ss / ss
GRAVEL SWALE �j` IE=16.18, 8 PVC W N��°2 �
STORM DRAIN MANHOLE CURB INLET I D- IE=17.36, 8"PVC N 36"DOOR '�5 I �' ss i SS 1
GRAVEL SWALE IE=17.48, 6"PLASTICS I tip' so �J i 1
TYPE II SIDEWALK t.� 1 ,� J v! so ss 50.00' PLAT) 5
RIM=21.94 CONCRETE 1J N � l I s ss 2 E 150 0 1 IE=16.34, 8"PVC E SWALE W/CHANNEL DRAIN GRAVEL SWALE 1 I �� I X do SD I ss N� 26 1
IE=15.29, 36"CMP S THROUGH ' GRAVEL SWALE/ 1 CURB u ®O v Ss 1
CURB INLET 1 D-ca� �. ova So BPz??s `fl ss CDs I 1 1
n x 21.22 48° 0•
WATER METER - a1 CURB, x so S% ti 9g2 � Tv ¢SS o o / 5D�_ I I I 1
WATER METER /� 1 0• o 0 19'82 � N so
TBM MAC NAIL #12 �\ ° �„ �� tio' I / ss x so
N: 174099.19 _ ' 2 SIDEWALK I s x g.0s , so
E 1295578.71 WATER VALVE 1 \ o ss -----so ASPHALT
ELEV. 20.94 I WATER 1 i s� S_OR "FIRE
SANITARY SEWER MANHOLE VALVE 1 2 ASPHALT So __---so 1
DRIVEWAY so SPRINKLER ROOM
TYPE II FIRE HYDRANT 4 / STORM CATCH BASIN I
RIM=20. 74 V 5� _
IE=7.72, 12"CONC N o SS TYPE I
IE=8.07, 12"CONC E � �� so < �6 Sp 1 3 RIM=20.75 1
CATCH BASIN 16.80, 8"PVC N
IE=8.29, 10" CONC S -� So 21.07 - I lE=16.71, 8"PVC E
BLOCKED PIPE IN I � xti° ' - �a
3 �10 do x I
1 CATCH BASIN
8N -7
2tio$ 5 STORM DRAIN MANHOLE 1
STORM CATCH BASIN / ti°. x o TYPE II
TYPE I S x 1 RIM=21.47
RIM=19.22 IE=15.21, 36"CMP N TPN 3340404785
IE=14.84, 12"CONC N 1 206 1 OX IE=15.02, 12"CONC S
o x tio90 �yoyax aoe I OIL WATER SEP. SOUTH
IE=14.86, 12"GONGS I
N x ti' BLOCK WALL STORM CATCH BASIN
STORM CATCH BASIN ti I I f0ITYPE ll
TYPE II CATCH BASIN NEAR CORNER OF SW 12TH STREET AND RAYMOND AVE SW )"CMP E
RIM=17.95 1
IE=13.65, 12"GONG N � I �=14.86, 12"CMP W
IE=14.53, 8"GONG E � 3 1 0 ti I � � IE=14.51, 12"GONG N
D (n STORM CATCH BASIN
IE=13.80, 12"CONC S
ITYPE
IE=13.90, 12"GONG W z RIM=17.53
IE=17.63, 24"CMP N
C IE=17.53, 24"CMP S
�. IE=7.53, 8"CMP W
OIL WATER SEP. WEST
TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (PUBLIC)
SCALE: 1"=20'
CALCULATED
INTERSECTION
PER R-1
10.26'-\
x tiropro
--�F-
NORTH
SCRIBE #13
♦ N: 174302.58
E 1295627.24
STORM CATCH BASIN---,
TYPE I
RIM=25.46
IE=22.04, 8"CMP S
0
0
CURB
rol
HORIZONTAL SCALE: 1 "=20' Call 811
20 0 20 40 • ® two business days
before you dig NO.
CATCH BA -,IN
4P E
4P W
I I
I I I I
1 I TPN 3340404705 I 1
SEE SITTS & HILL PROJECT NO. 17383
I T N 3340404805
I 1 I
I I I I
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I
1 jJ (4g5.01'
+MAG NAIL #6
N: 174051.16
=19553. 40
I
i
S.W. 12TH ST-
,„ 5 64 10
+MAG AIL Ra002 _ 2F'2610, R,1)
REVISION
SURVEYED:
DESIGNED:
DKIM
DRAWN:
KLK
CHECKED:
DCD
BY DATE APPR APPROVED:
DCD
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVO 1988
HORIZONTAL: NAD 1983/1991
DATUM
Aomftlk
CITY OF
,R RENTON
vugv
Planning/Building/Public Works Dept
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/C2.3
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
1� 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
5� ASPHALT PAVEMENT PATCH FOR SANITARY SEWER CONNECTION. SEE SHEET C4.0 AND C4.1 FOR
SANITARY SEWER PIPE ALIGNMENT. SEE STD PLANS 110 AND 110.1/C2.3 FOR REQUIRED
TRANSVERSE UTILITY PAVEMENT PATCH REQUIREMENTS.
D C.
sitts&hill
I
CIVIL I STRUCTURAL I SURVEY
A 46449 ,<<j 4815 CENTER STREET I TACOMA, WA. 98409
G �r �0 PHONE: (253) 474-9449 I FAX: (253) 474-0153
http://www.sittshill.com/
REISSUED FOR PERMIT Project No.: 19682 Project Mgr.:
Proj. Engineer: DCD Proj. Drafter:
OCTOBER 30, 2023 R-425405
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 12/05/2023
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 C1.1
TESC PLAN (PUBLIC) SHEET: OF:
5 26
(0
0)
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