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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STORM CATCH BASIN
TYPE I
RIM=23.19
IE=21.43, 4"PVC E
IE=20.39, 6"PVC E
IE=18.27, 8"PVC S
STOP
"RA YMOND A VE. S. W. "
"S. W. GRADY WAY"
CALCULATED
INTERSECTION
PER R-1
10.26'-\
STORM CATCH BASIN-4
TYPE I
RIM=26.49
IE=23.04, 8"CMP S 1
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X212
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X�3,1
STORM CATCH BASIN
SCRIBE #13 E 129562724 TYPE 1 1 ASPHALT
N. 174302.58 STORM CATCH BASIN �Y WAY
IM=26.60 x tiea� - 9- 30�
STORM CATCH BASIN---,RIME25.46 FIRST AVE.qVE� ' IE=22.80, 8 CMP N tibia x 2
TYPE I ' IE=22.60, 12 CMP W T'1c CFI - -rXg • ;22„
IE=21.41, 8"CMP N �-'
RIM=25.46 „ T , _ a a ' q�.
IE=22.04, 8"CMP S IE=21.31, 12 CMP E ,„w 550.�5 5� X 7 .b x a a J p� -_- 3"� x
IE=21.31, 12 CMP W S��°2� TON Ite x 2e. e � e ,�'� 6»
SHING tie I a _ -X
,WASHINGTON
A AUTO x a.. 2 " a �L� , 26 25 _24 1
eel z DEAL RS ASSN' y0� X�6A1 - �7i
^' 7
X,�6�,'� X`l6' x�6 - - '.A1/�=
eA� Q tie a a
e�� e�x PLAT) / FLl
7' (498.25 ib 25 PLAT)
SEWER MANHOLE x 201 P5.
RIM=24.41 1 '
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X ti5. x �-
25�° FO 4. $ a 2
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So / 2
a
�j9 ti�.2 . 5 24 8 C • ;
A
!yA.o A• 7 aAe ASPHALT CONCRETE WALKWAY 2
Xtin a �90 , ,,._ 6
o ° �' 95 I
S ti2A^ 20� x I �I'
/ so 5k 2 \ - CD 24 HEDGE 2 0 2
o a �. 1 �I ? 1
CN
x �1 w c .
o TR 2
STORM DRAIN MANHOLE rn I GRAVEL SWALE/ 2
TYPE
RIM=24.37 titi y5 - -� - STORMiPIP ' 2
IE=14.37, 18"CONC N x2�' CATCH BASIN 2�- 3
IE=14.52, 18 "CONC E r
IE=14.57, 12"CONC S I I STORM PIPE 2
. cn 2�.71 I ��
IE-14.82, 12 CONC SW o (n
titi6b 1I 11 STRM 1
STORM DRAIN MANHOLE GRAVEL SWALE w' PO D \
TYPE II
RIM=21.94 CONCRET I GRAVEL SWALE
IE=16.34, 8"PVC E SWALE W HANNEL�AINI
IE=15.29, 36"CMP S THROUGH IDEWALK 22.0 N,
WATER VALVE i
GAS VALVE 1
I -
TBM MAG NAIL #12 3
N: 174099.19 Igo �11 2� x�
E. 1295578.71 I X 21.54 1 1
ELEV.' 20.94
SANITARY SEWER MANHOLE I 21�6 1
PI �TEF�
TYPE
RIM=20.74 V) s /
IE=772, 12"CONC N o ss ss s
IE=8.07, 12"CONC E -tit SD
< �e 1•
IE=8.29, 10" CONIC S so Ln 21,07 �'-
BLOCKED PIPE W I PIN � x 20' � - 1
tit � ,�0. X
N x of / TO. a1 5
0„
a
STORM CATCH BASIN I % tio81x 10.
TYPE I SID �- S �x ti
RIM=19 22
IE=14.84,
12"CONC N
IE=15.18,
12 "PVC E
IE=14.86,
12"CONC S
STORM CATCH
BASIN
TYPE II
RIM=17.95
IE=13.65,
12 "CONC N
IE=14.53,
8"CONC E
IE=13.80,
12 "CONC S
IE=13.90,
12 "CONC W
N ASPHALT _ CD.
�" x tie11 -26� - a • ' (343 I
i
x k
_NN
_ �. N
- CONCRETE a �e a, 25- \ l� y5. 2 I I I o
� �o . - 2 5 tik' _ x by-N6 ASPHALT I o
50.0' ?�Ss9 ?6... 2 �A 6, a 1 x ti5 -25" X e
�X2 \ I 2 �2 $ w
�ixDO
7 -25 - �. �. � \ oel ti�oe 5
a a 1 \ 10 Tk. N
�$q i _-25 7" MAPLE a I X tip. I ti�\a6 b! - .24 - X I I z
i 1 u94.6 ��- g
,125�xS RI MAPLE '� a \ EAVE_ - I I I
6' 3 ID/ k 23.. 1 ?3� 23.1
EDGE �� 35 _ _ �X ��til 10. I I
2 GRAVEL CL
2 3.8 10e 24 5 T N 3340404730 1 I 1
•1 • 5 6 1 6 WSA A PROPERTY L�LC. I
.• STORM CATCH BASIN I � �� MID
STOR IPE TYPE 1 I , 1�� 11� �•� J� Ji� J
2 �a RIM=23.25
4 IE=17.92, 8"PVC N I ` r .�l',,1
T- FENCE ASCRIBE #14 IE=1780, 8 PVC S I i���� , �j .>,iI I t
2 2 IC'OI�S bri FATI0 ,
4. 129, 639.43 _ _ ' T EXISTING
C�' 7s 3.81 BUILDING I
_F_-����TING BUILDING )�� ►� j: I ' - ' Ss to ss '
1 STORM CATCH BASIN I I I JI I I s ss
TYPE I STORM CATCH BASIN I I w ss s SA
3 RIM=21.58 1 TYPE I J I ss / RIAI
ti9 2 CATCH BASIN IE=16.77, 8"PVC W RIM=20.81 I t1 / ss
3\ cTnRM CA(cd 5ASIN IE=17.13, 8"PVC S IE=16.62, 6"PVC N PLAT) J L / ss i SS I IE=
IE=16.22, 8 PVC E (3 34A ss
\ 3 RIM=20.58 I N��`2� 26� ss I
CATCH BASIN IE=16.18, 8"PVC W
1 ' 6-AhHS �AWNN 36 "DOOR �,_-1 I � , _ ' SS____ ss I
2 IE=17.48, 6 PLASTIC S I ti' 3 __ so ��J CC i
"'���'' I •� J �o•, s` - / ss 50.00' PLAT) 5'
s � ss ,� 6„E 150.0
2 STORM PIPE do also �' i ss
u o
1 SID /10 ?E c9 / SS
STORM 1 GAS METER' ti :1' j sa
10 Lx SD 92 g;b a• ss / SD
1 I I
1. ' 20 O 19.82 �9 � 1556� So /
/ I
3 C- / I s X g ens i so / so I I
3 ��oss / so /' ASPHALT TYPEM CATCH BASIN I I I
I
RIM=18.99 TPN 3340404705
1 � ss � X / s° � 36"DOOR "FIRE I I
sx �A INS 1 ' SPRINKLER ROOM" I IE=15.12, 12"CMP E
so CATCH BASIN:ATCH BASIN I I IE=15.13, 12"CMP W SEE SITTS & HILL PROJECT NO. 17383 I I
Irrt 1
RIM=20.75 I I TAN 3340404805
Q1 1 I IE=16.80, 8"PVC N
e I IE=16.71, 8"PVC E
I I I I
I I �•
STORM DRAIN MANHOLE
o TYPEI I 1 I ) I
j ' i
RIM=21.47 I I I JJ IE=15.21, 36"CMP N TPN 3340404785 I I o ' (49 r
I E=15.02, 12 "CONC S
OIL WATER SEP. SOUTH I I I JJ
'-BLOCK WALL STORM CATCH BASIN I I
TYPE ll
RIM=20.78
ti I IE=14.88, 12"CMP E
• titi•
IE=14.86, 12"CMP W 1 ..
IE=14.51, 12"CONC N
STORM CATCH BASIN I 1 j�
TYPE 11
RIM=17 53 1 I jJ
IE=1763, 24"CMP N
S 12TH ST.
IE=7.53, 8 CMP WI , I S.W.
OIL WATER SEP. WEST
+MAG NAIL #3002 I2� 26"0 R 4j�0
Al• 174nn9 R4 /FaF.1
TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (PRIVATE)
SCALE: 1"=20'
0
20.
x 09
205bx
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1
1
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x
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l
NORTH
HORIZONTAL SCALE: 1"=20' Call 811
20 0 20 40 • m two business days
before you dig NO.
REVISION
SURVEYED:
DESIGNED:
DKM
DRAWN:
KLK
CHECKED:
DCD
BY DATE AP P R APPROVED:
DCD
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU V
+ C TY OF
RENTON
Planning/Building/Public Works Dept
LEGEND
0
AND
EXISTING BUILDING
PROPOSED BUILDING
CATCH BASIN PROTECTION
SAWCUT LINE
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
PROTECT FEATURE AS NOTED
2� REMOVE FEATURE AS NOTED
INSTALL CATCH BASIN PROTECTION PER STD PLAN 216.30/C1.3
SAWCUT CONCRETE FULL DEPTH TO SMOOTH, UNYIELDING EDGE
1fwf) C.
sitts&hill
CIVIL I STRUCTURAL I SURVEY
48449 4815 CENTER STREET I TACOMA, WA. 98409
PHONE: (253) 474-9449 I FAX: (253) 474-0153
FlI'LL �' �¢ti'� http://www.sittshill.com/
RECORD D RAW I N G Project No.: 19682 Project Mgr.: DCD
Proj. Engineer: DCD Proj. Drafter: KLK
S E PTE M B E R 20, 2024 R-425404
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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
N,