HomeMy WebLinkAboutR-422935A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
(V RIM=22.06 N��a _, so.; e �� END OF CURB wt51
IE=19.91, 8 D.I. N o2 s � °. a s
N IE=16.44, 6"PVC E x 2 titi' - SIDEWALK CURB CORNER . 1� SS N:174,393.93 P�
IE=16.36, 6"PVC IN T N:174,368.55 _ _ N:174,366.09 ����'� E 1,297,595.31 END OF SIDEWALK = �
s E:1 297,509.10 ss
N:174,344.69 4 E:1,297,507.35 .
CURB a-ARKIN(" a C.� 12 16 i PS N:174,388.56
N:174 330.08 o CURB 23- so. E:1,297,481.28_ _ _ - _ ' 09 - - - - _ oHP- E:1,297,596.51
CURB�CURB CORNER - - - cA5NG"
Q' N:174,333.00 s° a1 a _ - - w o N:174,370.58 GAS CURB CORNER
E:1,297,379.01 i N:174,361.93- cAs. W
, E•1,297,382.08� so w _ - N:174,361.83 E:1,297,529.11_f�Q a "� N:174,377.04
w (n P P E:1 297,477.44 _ E:1,297,515.67'
�� � N:174,355.26 - _ E: 1297 583.00N OIL WATER SEPARATOR
DRIVEWAY ENTRANCE-5?_ �" s% N:174,340.47 E:1,297,448.17 _ - - - - - 6 a a a aJW W W W y W I E TO OPEN 2 OUTER LIDS
I _ ° CURB
� P SS „• W W IIVNUL
N:174,339.16 6- 4� E�
vo E:1,297,376.40 o. a E:1,297,382.26 / - - a- - W W W W ��I i ' N:174,359.26 '8
N:174,345.44 ASPHAL / - -
N:174,347.04 9 W W W W T W W W E:1,297,586.99-FLE=21.78
SIDEWALK CURB E:1,297,450.37 TEL
P N:174,341.62 _ - 'o E:1,297,411.53 CURB 3 9' a °6 - E� y ,� JF' Uh VLRT. TEE=21.55,
E:1,297,362.28 _ _ / ss - a W" y " BOTT. OF VERT. TEE=18.58, 12 PVC W
345.83 °00
4__
ss 22 N:174, WTOP OF PIPE=20.9f, 12"PVC E,
E:1,297,412.96 1 y y W - W CURB TO MEASURE IE
MATCH EXISTING ss y W 9
SIDEWALK 12 °ti�� I W 9 W 4 I R-10' / V W N:174,354.68 _EVEL=19.98
1 cry 4 x TEyTy 15 W;W y W y 5 I - W Q E:1,297,589.38)F STRUCT.=17.53
o N:174,336.26 a ° TE4E �`� W W °9 5 R=6
E:1,297,_363.48 0� y-"�W W •� W y W W W a 5
CURB °
_a 5 5 � a�L STALJL TYP.)
U N:174,330.48 T 16 8 CURB I ADA \ NO-P R E I Tnnl zz40402755
E:1,297,362.01� a g _ N:174,348.63 �j� I 8 1 CURB I
3o R=1.55 E:1,297,506.87 1 �� I I PARKING % � ti- ')PER LLC
> ,MATCH EXISTING-, W W W �' �. \ 1 ; _� N:174,351.27
�c I STALL o E:1,297,590.62
- 9 W a�=5' I 9 17 PEDESTRIAN Ii 1 S \
GP Q / 8 y
2 �' W R=3' CROSSING 1 5 _ CURB
N:174,348.27 W
e� 2�� \-------�-- --- - E:1,297,518.74
120 \ °
1 13 9 I 1 /� i R=4' IA /
Fo , SIDEWALK 2 210 - - - - 1-f�_ 102 I
2 3 ; I CURB /
N:174,321.86 /
X���a - _ _ W I \ 5 IPAR IN� E:1,297,411.32 CURB E:1,297 3.418\ /
\ STA (TY .) ° N:174,319.65
ASPHALT k � 81 1 I \ I SIDEWALK I E:1,297,503.79 _
8ti
8 8 I Cam) ° I N:174,316.99 CURB
I I I I E:1,297,406.20 N:174,317.60
297505.74 o3 W
z I� I A 17 L I E:1,, °5 L E S IPE
I CURB CORNER
\ 10 N:174,349.95 o CURB 260.32 \ VACATED F RENTON
W 8 O I j I E:1,297,512.73 / E:1,297,537.90 \ 5 8 PER CITY �E7o;6 ,- 3
CURB SIN I I I / _ �R NO. 1g9
N:174,228.94 W ° a i , 8 4 REC
E:1,297,378.01 �- I - - W a9
� CURB CORNER
SIDEWALK CURB - �" y W
CURB 8.02, 12"CPP S W �'� N:174,264.75 N:174,258.41 � - N:174,271.70
- - - - R=� W 2s04 E:1,297,588.71
N:174,246.96 12 CPP W W I i I E: 1,297,404.95 E: 1,297,536.33i Jr
E:1,297,360.01
WN i I I BUILDING CORNER �� HOSE
CURB 10' BAY _ BIB
N:174,242.08 -"OR �R _2' I N:174,265.34 CURB / W L j I
= 12.36 i END OF CURB E:1,297,380.46 ' CURB" I
N:174,258.05
FORCEM..... 97,354.89 i 1 N:174,229.74 - ' N:174,256.00
/ E:1,297,536.33 PA Ilk
fir, 2 1 I E:1,297,379.60 _ E:1,297,538.28 0 5 ST LL jTYP.) TPN 33410402935 1
CURB R= I i R1 5 / 1 END OF CURB/BUILDING CORNER W BALLESTRASSE
W ? ROY+RE*+GLORIA
N:174,218.13 i N:174,217.35
E:1,297,366.27 �, i / E:1,297,379.31
io 20'
0
R=20' I 8 11 \
O I W
m 3.28 W
o CURB F BUILDING CORNER
N:174,210.84 W W N:174,216.65
E:1,297,359.45 �I W \ / E:1,297,408.80 I RD I I
F.F.=24.04
END OF CURB R=3
STORM CATCH E CURB I N:174,206.36 1
N:174,206.77 BUILDING CORNER
TYPE I CURB CORNER
E:1,297,361.80 I E:1,297,379.04 N:174,165.89
RIM=23.66 E:1,297,50211 / y W y
IE=19.65, 12"CPP N- I i y W N:174,192.58
5� OfI i E:1, 297,554.76
W W W i
IE=19.76, 12 "CPP E
IE=19.76, 12"CPP S r, _ I / BUILDING CORNER BUILDING CORNER W W y y
z I I/ N:174,164.16 I N:174,161.99 �j I W CURB
IE=20.38, 6 PVC W o I i I \/ �� E:1,297,407.54 E:1,297 498.01 1 I N:174,192.99
/ I �' y W E:1,297,537.77
I -CURB CORNER I
�TYP)I 4 III N:174,165.54 Q�{ �- Q� Qya�1a�-- - - - -SID_I I� E:1,297,378.56 / y CIDq0" CURB
STORM CATCH BASIN I I W CURB CORNER / I%t PARKING STALL I 8 / CURB N:174,190.06
TYPE 1 20' W N' 174,144.74 / v
8" OAK LN:174,165.79 E:1,297,534.70
55 ASPH I E:1,297,383.07 10' 9' (/TYP•
RIM=22.55 I �• I E:1,297,534.15 _
IE=20.28, 6"PVC W L I i Y CURB '
IE=20.02, 12"CPP N �' I y PAINT CORNER �� �F�� N:174162.31 R=5
ti 13 [ _I I\ N:174,144.17 _ `� �� E:1,297,532.63
E' 1 297,407.06
.' CMU ENCLOSURE o
F_ N' 174,136.37 c" _ i PAINT CORNER
CURB CORNER PARKING STALL (TYP.) 5 - I- -j \ E:1,297,416.89 �� N:174,142.20
N:174,110.38 �,, ' I I \ W 8 \ II i J \4-
E:/ E:1,297,489.04
1,297,376.74 Lu I \ R=285.6'
CURB j I W \ 13 I L- -J \I 1 2 w
N:174,110.76 1 i 8 1 2
E:1,297,360.01 R2� ` 13 F_ \ 1 CD w
r W
CURB =W
•� L w � � �' CURB
N:174,108.86 _ , W W \ �' w i N:174103.8t
E:1,297,356.70 W y W W W <\"WATL, E:1,297,486.3t
CURB - S SD h ' D "HAZ.�
N:174,103.23 R=7. �, 8 9k W /� R=20'
E:1,297,356.56 N x (0 -Z
11 c� 2 w ' a CURB
❑� 7 ? - x tit !, !, N:174,094.6t
HALT CURB I I
��`V lq� E:1,297,473.5t
N:174,096.06 CMU ENCLOSURE CMU ENCLOSURE Q►
E:1,297,363.39� - CURB 13 N:174,091.71 PER ARCH. PLANS�Ooc�
-MOP N:174,095.74 �a5 E:1,297,415.81
r' 95
FE• 1 297 376 89 R=5' { CURB Q` . 'b
CONSTRUCTION
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 MCKEE ENTERPRISES AND VERIFIED BY
SITTS & HILL ENGINEERS, INC.
11196 _ '23 CURB N:174,100.62
N:174 076.15 ____E: 1,297,382.01 Q. Q o0 III
E:1,297,390.69 , ' (� L�
TELEPHONE J
RISER , _ �� NORTH
VHOI F
HORIZONTAL CONTROL/SITE PLAN (PRIVATE) HORIZONTAL SCALE: 1"=20'
20 0 20 40
SCALE: 1"=20'
SURVEYED: SCALE:
VERTICAL: NAVD 1988 •
DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 C T Y OF
DKM/RJJ V'R
RENTON
• Call 811DRAWN: KLK/ DKM
ONE INCH DATU M VASsiv
® two business days CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
DCD before you dig APPROVED: IF NOT ONE INCH
y g N0. REVISION BY DATE APPR SCALE ACCORDINGLY
DCD
LEGEND
PROPS FEATURES -
ASPHALT PAVEMENT
CONCRETE
0.0
CAST -IN -PLACE CURB
CHAINLINK FENCE
- - - - - -
GRADE BREAK
•
LANDSCAPING PER L1.00 AND L1.1C
GENERAL NOTES
1. SEE APPLICABLE SITE PLAN AND PAVING NOTES ON C2.2C
2. SEE L1.0 FOR PROPOSED PRIVATE LANDSCAPING RESTORATION. EXPOSED
SURFACES WILL BE COMPOST AMENDED PER DETAIL 200/C2.3C
3. ASPHALT PAVEMENT MARKING PAINT SHALL COMPLY WITH WSDOT
STANDARD SPECIFICATIONS 6-07 AND 9-08
4. ALL RADII DIMENSIONS ARE TO THE FACE OF CURB, WALL, FLOWLINE, OR
SIDEWALK, UNLESS OTHERWISE NOTED
5. CATCH BASIN STENCILING SHALL BE APPLIED AT ALL CATCH BASINS (WITH
A GRATE) IN PAVED AREAS PER CITY OF RENTON REQUIREMENTS
6. WHERE CONFLICTS OCCUR WITH PLACEMENT OF NEW FACILITIES, THEY
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BY THE
CONTRACTOR, AND WILL BE RESOLVED BY THE ENGINEER
KEY NOTES
1� INSTALL ASPHALT PER 201/C2.3C
INSTALL ASPHALT PAVEMENT JOINT PER DETAIL 202/C2.3C
3� INSTALL CONCRETE PAVEMENT PER DETAIL 203/C2.3C WITH 1' TROWELED
GRID AS SHOWN IN PLANS
4� INSTALL WHEEL STOP PER DETAIL 204/C2.3C
B� INSTALL PAINT MARKINGS AS NOTED
-SEE DETAIL 205/C2.3C FOR NO PARKING ZONE MARKINGS
-SEE DETAIL 206/C2.3C FOR ADA PARKING STALL MARKINGS
-SEE STD PLAN 127/C2.5C FOR PEDESTRIAN CROSSING MARKINGS
INSTALL ADA PARKING SIGN PER DETAIL 207/C2.3C
7� INSTALL CHAINLINK FENCE PER DETAIL 208/C2.3C
8� INSTALL CAST -IN -PLACE CURB PER DETAIL 220/C2.4C
INSTALL CONCRETE SIDEWALK PER STD PLAN 102/C2.3C
10 INSTALL CONCRETE ISOLATION JOINT AT BUILDING PER DETAIL 221/C2.4C
11 INSTALL STRUCTURE PER STRUCTURAL PLANS
12 INSTALL TYPE 1 CEMENT CONCRETE DRIVEWAY ENTRANCE PER STD PLAN
104/C2.5C
13 INSTALL VEHICULAR SWING GATE PER DETAIL 209/C2.3C
14 INSTALL CURB AND GUTTER PER STD PLAN 101/C2.5C
15 BIKE RACK PER ARCHITECTURAL (MINIMUM 7 STALLS)
16 INSTALL CRUSHED SURFACE TOP COURSE AS NEEDED. FEATHER TO MATCH
EXISTING.
17 INSTALL ROLLED CONCRETE CURB PER DETAIL 211/C2.3C
sitts&hi ll
D wC. d9 I
OF 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/
46449 1% Project No.: 19480 Project Mgr.: DCD
SjOy L E� Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
R-422935
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BROTHERTON CADILLAC - RENTON
HORIZONTAL CONTROL/SITE PLAN
(PRIVATE)
DATE:
FIELDBOOK:
PAGE:
DRAWING NO:
C2.0C
SHEET: n OF:
39
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