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 INTERSECTION bg1 �o z DEALERS DRIVEWAY 1 --= i 7„� JUNCTION BOX 1 ��
TYPE I PER R-1 �, �x z. a_ CURB ti, PEDESTRIAN / . - _ - - _
RIM=23.19 10.26' 6A� Q 1 j�� x ti6' PATH 2 o a _ � x 7» / a�� 1
WATER VALVE
IE=21.43 4"PVC E 1 _ �` '� 5 T 1 �' 2� W, TREE
A)�
IE=20.39, 6"PVC E \ 26 �o N N ti611 - 6 Y�6�x- (498.2 P6 TREE '.25
IE=18.27, 8"PVC S 16 N ASPHALT _ o - - - x SIDEWALK 2 x y� 1: TREE 1 1
/ w - - �x 1 � 1;, TREE LIGHT
06 \ _ CATCH BASIN - - 26
fib ! -26- - - -71 x ti -26 CURB I POLE
STOP x 26 - 26 - - - - - - - - - c ONCRETE - 1 25- _ \ 2 4 ti4 I I o
"RAYMOND AVE. S. W. _CURB 3o ��5 tip' 1 ASPHALT ASPHALT I o
"S.W. GRADY WAY" I W 1 50.0' 1 TREE ' 5 J x _ 1 TREE CURB DRIVEWAY I x w
ea z 2� -- 6 `� - max/ ^� 1 < . I, �. 4 1 LIGHT \ 61 ti��6 5 I o
1 CURB 2 i ___25--
2 -- 7'M 2 TREE 1 �� WATER POLE I Jlp62 k°1 1 xti�o� I o I
SEWER MANHOLE CATCH x �5� 25. 6" MAPLE CURB 5^ AYE-
WATER- 1 VALVE e ASPHALT I z
RIM=24.41 CURB I SIDEWALK 2 0 o5�xti� 1 ga- 23 EA, - VALVE SIDEWALK DRIVEWAY
BASIN �-_„ 1 6
ti5�o 1 CURB _ 1 b 6" 1 TELEPHONE
x _ E� i ? ?_ TREE -, 2g.1 I �
2 o - � L O - - VAULT 1 3.4 - til �k
So 252a. 4 1 TREE ; 24.1 i I ti
I N.3/ TREE L3.4 A3 8 ��a 24 5 T N 3340404730 I
SIDEWALK ' 1 1F
a 50 u 2 �5 6 6
-� 1CONCRETE 5 � WSA A PROPERTY LC.
I
a� x &Pb o ASPHALT CURB E WALKWAY I I J� J� r �� .�
STORM CATCH BASIN t1 J
2 9 I -A TE o TYPE 1 I I ,`` ' 11I �'J `�A �
SIDEWALK L CURB 2 I Q �X ti�66 �Ja RIM=23.25 AaAil�
x o 241 TREE
o .. J IE=1792, 8"PVC N
SIDEWALK 1 _ 6' 24- SCRIBE J14 IE=1780, 8 PVC S
So ASPHALT I� nl � 4 2 �` � . � tip' . N: 174)78.79 � � - J jSS
x ^ RAMP HEDGE °c 129g639.43 , - EXISTING I I SS
CURB 3 z8 3.81 _ - - ' BUILDING I ss
STORM DRAIN MANHOLE ti ' titig� 5 �r, 2 I o� f 3.83 I )I t1 j I I / ss t9
�� Q N STORM CATCH BASIN I I JJ I s / ss
TYPE 11 oSA
RIM=24.37 22 \ ^,n <ti� \ RIMTYPE21.58 I TYPE
CATCH BASIN I I .� ss / ss / s _ TYI
2 SIDEWALK - J
IE=14.37, 18 CONC N N � „ � RIA
� . Y 29 IE=16.77, 8 PVC W RIM=20.81 tt11 L
� ss IE=14.52, 18"GONG E - \� STORM CATCH BASIN IE=1713, 8"PVC S IE=16.62, 6"PVC N I,PLAT) ,J � I ss i ss / � � I IE_
IE=14.57 12 "CONC E f - I " 80 _ I IE-
_7
I - - - - 2�1 �� TYPE I (BEEHIVE) +, o IE=16.22, 8 PVC E 1 (341 „E 34A, ' ss / -
IE=14.82, 12 CONC SW a 2 0 s� RIM=20.58 I IE=16.18, 8"PVC W J 2� 26� ss
Q GRAVEL SWALE/ 1 I� �� I ° ss /
STORM DRAIN MANHOLE CURB INLET I IE=1736, 8"PVC N 36"DOOR •,�� �15 I , +� / ss /
GRAVEL SWALE )E=1748, 6"PLASTIC S I ti so �J CC i
TYPE II SIDEWALK 1 1 1 / PLAT)
RIM=21.94 CONCRET �RAIN
�ti z \ •J Sso ss / ss (150 6SWALE W HANNEL GRAVEL SWALE j x °x_ssIE=16.34, 8 PVC E_ _
IE=15.29, 36"CMP S THROUGH GRAVEL SWALE/ 1 CURB �� ss I
CURB INLET 1 So BP �2s SS I I
04 2 21.22
WATER METER CURB 9• ss so
•4 Z 1 Tv
I c s 1 95
_ x �i
WATER METER 1 1 goo. a �o� 0 19.82 / ss /xso 5D 3 I
TBM MAG NAIL J12
N: 174099.19 2 SIDEWALK X
E. 1295578.71 WATER VALVE 1 s x s so / so STORM 1 CATCH BASIN
ELEV.• 20.94 1 r s �°o ss so /' ASPHALT TYPE II I I I
I �� I
RIM=18.99 TPN 3340404705
VALVE �, 2 I ASPHALT I 5 / so / ' 36"DOOR "FIRE I I I
SANITARY SEWER MANHOLE 1ROOM"I IE=15.12, 12 C;W L
TYPE ll FIRE HYDRANT � DRIVEWAY �n � SPRINKLER
4 5� ' STORM CATCH BASIN I I IE=15.13, 12"CMP IN l. I I
RIM=20.74 �' I ss s TYPE I SEE SITTS & HILL PROJECT NO. 17383
IE-772, 12 CONC N o ss 3 RIM=20.75 I I TAN 3340404805
IE=8.07, 12"CONC E s1• SD
`6 1 CATCH BASIN IE=16.80, 8"PVC N
IE=8.29, 10" CONC S so 21.O7 - \ I BLOCKED PIPE W lE=16.71, 8"PVC E I I
I o� i x ti° 1�
3 ti1. ao. x I I I I
CATCH BASIN o�1 I I I j'
05 STORM DRAIN MANHOLE I I
STORM CATCH BASIN / 2°' x o TYPE II
TYPE I _ SD ��- S Ix I RIM=21.47 I I I J r r
RIM=19.22 IE=15.21, 36"CMP N TPN 3340404785 I I jJ ' (49
IE=14.84, 12 CONC N I 20 6 I IE=15.02, 12 "CONC S
V C S o x v. �o5ax tio6 I OIL WATER SEP. SOUTH
IE=14.86, 12" I I I Jj
I N x ti' -BLOCK WALL STORM CATCH BASIN I -).A
5ti I I �
STORM CATCH BASIN Uj 0-IN
do RIME20.78
TYPE II
CATCH BASIN NEAR CORNER OF SW 12TH STREET AND RAYMOND AVE SW?"CMP E
RIM=17.95 1
IE=14.86, 12"CMP W
IE=13.65, 12"GONG Nti� x I j j
IE=14.53, 8 "CONC E 3 Q ZO I IE=14.51, 12 "CONC N
IE=13.80, 12"CONC S D U0 STORM CATCH BASIN I j�
IE=13.90, 12"CONC W z C� RIM=1753
0 IE=1763 24"CMP N
IE=7.53, 8 CMP W S ' S.W.
12TH ST'
OIL WATER SEP. WEST '�: I I S
546•�0
MAG NAIL J3002 �2�' 26 E,
M 174nn4 R4 N� /FaF.10 R-1 )
TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (PUBLIC)
SCALE: 1"=20'
SCRIBE J13
N: 174302.58
E. 1295627.24
STORM CATCH BASIN--,
TYPE I
RIM=25.46
IE=22.04, 8"CMP S
0
CALCULATED
STORM CATCH BASIN C3RADY WAY
TYPRIME25.46 (FIRST AVE•) i
IE=21.41, 8"CMP N I
IE=21.31, 12"CMP E CONCRETE
IE=21.31, 12"CMP W DRIVEWAY
�„WAT INGTOAUTON WINGS
S °
STORM CATCH BASIN i
TYPE I
RIM=26.49
IE=23.04, 8"CMP S 1
o _ ,
o ti� 11
CURB
STORM CATCH BASIN
TYPE 1 CATCH BASIN SPHALT - -
RIM=26.60 �01
IE=22.80, 8"CMP N 26�a 3 ���
I''�"
IE=22.60, 12"CMP W TREE
� � �'L 1
x ti6buTREE
Ilk x 101 �xry�
SIDEWALK 2 �?� , 26
- - -, 7"- LIGHT POLE AND
CONSTRU. q1:46
RECORD DRAWING
PROJECT WAS COMPLETED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED
PLANS. ELEVATION DEVIATIONS, WHERE
APPLICABLE, ARE DENOTED WITH PLAN
CALLOUT UPDATES, AND A STRIKEOUT
THROUGH THE ORIGINAL ELEVATION.
UTILITY AS -BUILT INFORMATION OBTAINED
BY SITTS & HILL ENGINEERS, INC
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
PROTECT FEATURE AS NOTED
2� REMOVE FEATURE AS NOTED
3� INSTALL CATCH BASIN PROTECTION PER STD PLAN 216.30/C1.3
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.
1wf) C.
48449 Q7
IRECORD DRAWING
SEPTEMBER 20, 2024
sitts&hill
I
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/
Project No.: 19682 Project Mgr.:
Proj. Engineer: DCD Proj. Drafter:
R-425405
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURVEYED: SCALE:
VERTICAL: NAVD 1988
• WASHINGTON STATE AUTO
AS NOTED HORIZONTAL: NAD 1983/13/1991 DC T Y OF
DRAWN:
DKIM DEALERS ASSOCIATION (WSADA)
HORIZONTAL SCALE: 1=20 " ' Call 811 DRAWN: KLK DATUM RENTON 621 SOUTHWEST GRADY WAY, RENTON, WA 98057
ONE INCH
20 0 20 40 • ° two business days CHECKEDDCD F NOT ONEINCHPlanning/Building/Public Works Dept. WSADA BUILDING ADDITION AND IMPROVEMENTS
NORTH before you dig N0. REVISION BY DATE APPR APPROVE DCD SCALE ACCORDINGLY TESC PLAN (PUBLIC)
DCD
KLK
DATE:
2022.11.30
FIE
PAGE:
C1.1
SHEET: OF:
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