HomeMy WebLinkAboutzR-380Set""°� "'" SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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SPOT ELEVATIONS ARE SHOWN FOR
CONTRACTOR GUIDANCE ONLY.
CONTRACTOR SHOULD CONSTRUCT
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B:\Washington\RENTON\Chen Den tistry\2Drowings\RECH_11OS. dwg Dec 29, 2014 - 4
LEGEND:
PROPERTY LINE
ROAD CENTERLINE -
OA PROPOSED CURB AND GUTTER 7
OB PROPOSED EXTRUDED CURB 7
c-t.t
OSAWCUT LINE. SEAL JOINT . . . . . . .�
WITH AR4000. 0 L,
OD PROPOSED SIDEWALK 6
OE PROPOSED ASPHALT PAVEMENT ❑ �e
OF BEGIN/END NEW CURB, GUTTER, AND SIDEWALK
AND TIE TO EXISTING CURB AND SIDEWALK.
_I GRAPHIC SCALE MATCH EXISTING PAVEMENT ELEVATION.
VICINITY MAP PROPOSED CURB TO MATCH THE a ° Y° O CONSTRUCT PROPOSED SIDEWALK RAMP (TYPE PARALLEL A,
N.T.S. ELEVATIONS OF THE EXISTING PAVEMENT. BYR5' WIDE WITH 12AN MAX 4 SLOPE. 2RAMP STATI) RAMP IS ONS A E TO
D-''
( IN FEET ) CENTER OF RAMP AT FLOW LINE. DETECTABLE WARNING
1 inch = 10 ft. PATTERN PER CITY OF RENTON F-45.10-01-
10+00 (PETROVITSKY)
-45.10-01.10+00.(PETROVITSKY) ...
20+00
0 n Mi 110 AVE mow H TERMINATE CURB WITH V BULL NOSE CURB TRANSITION.
F MIC - - 9+00 - SE PE "ROAD' w/BRAON PIN
- DETECTABLE WARNING PATTERN mog) I c -1a
CCNC MON 6+94.18 FD MIC - - .. TOP OF CURB (T.C.)
W/BRASS DISC CONI MON - --- BASIS OF BEARING' � I � �' - � - -
ON 0.5' w/BRASS PIN HELD CITY .OF RENTON HORIZONTAL CONTROL KEY NOTE
•
C -Y OF RENTON PT #1866 ON o.s' - MONUMENT 1866 FOR POSITION
- - S
N: 50416.732M .(6682 ROS 72/66) K
.. .. S
(N: 165408.895') W
E 397160.915 M - --- -- - -"- -' --- (n -- '" ---
1303018.769') CENTERLINE OF ROAD
1. PROPOSED CURB TO FOLLOW THE SLOPE AND MATCH ELEVATION
(E: -
ASP; -A, OF ADJACENT EXISTING PAVEMENT.
ROADWAY RIGHT OF WAY (TYP) W - 2. CONTRACTOR TO ENSURE THAT NO LOW SPOTS ARE CREATED
F 20+38; 25.6±' RT z - - - - - ALONG NEW CURB SO THAT POSITIVE DRAINAGE IS MAINTAINED.
OR AT-NEARESTPANEI y Z - - 3. ALL SIDEWALKS TO HAVE A MAXIMUM 2% CROSS SLOPE AND
JOINT TO INCLUDE ';-;J - - - - SHALL COMPLY WITH ALL DEPARTMENT OF JUSTICE A.D.A.
- REPLACEMENT OF BOTH ACCESSIBILITY DESIGN GUIDELINES.
EXISTING RAMPS. - - - Q - - - - - 4. REMOVE SIDEWALK TO NEAREST PANEL JOINT AND MATCH
- T.C. 423.0± EXISTING SIDEWALK AS SHOWN ON PLANS. EXISTING SIDEWALK
"CONNECT TO EX. SIDEWALK - (MATCH EX.) i -' "�\ - _ F. 20+39, 25:9'± LT MAY NEED TO BE REPLACED BEYOND CONSTRUCTION LIMITS
\ \ (MATCH ,EXISTING ELEVATION) / - \ - LC. 425,05± OR AT NEAREST
/ .. T.C. 423.6±\ .. O PANEL JOINT. SHOWN IN ORDER TO MEET ADA MAXIMUM SLOPE REQUIREMENTS.
(MATCH EX.) 5. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE
CITY OF RENTON FOR APPROVAL PRIOR TO THE START OF
CONSTRUCTION MAINTAIN ALL TRAFFIC CONTROL SIGNAGE IN
CCNC SIDEWALK CONSTRUCTION AREAS.
SIDEWALK ELEVATION / '� - \ I R=35±
C, �/ - - \, 6. ADJUST EXISTING UTILITIES TO FINISH GRADE PER THE
TO MATCH ADJACENT - -- - -6c
4 _PAVEMENT � - � T.C. 424.50± /' REQUIREMENTS OF THE CITY OF RENTON AND THE OWNER OF THE
---- - 4� w __ .-. / o: AFFECTED UTILITY.
D. \ \ LC.=423.5± +4 ;.� . 1 / 7. SEAL JOINTS PER WSDOT STD. SPEC. 9-04.2(l)
X ` ` �� 20+46, �20 8. INSTALL TEMPORARY INLET PROTECTION ON LDOWNSTREAM
6,
-H Q' 1 6±' Lr`, / INLETS PER C.O.R. STD. PLAN 216.30.
No P� 18.62' RT �..
IT '�� ` Z �, T.C:=423.6± T/C. 424,45± / AM, 9. PAVING AND TRENCH RESTORATION SHALL COMPLY WITH THE CITY
/ OF RENTON'S TRENCH RESTORATION AND OVERLAY REQUIREMENTS.
REMOVE EXIS'[ING EXTRUDED % `-� oq 'r o../ 10. SPOT ELEVATIONS SHOWN ARE PROVIDED FOR GUIDANCE ONLY
�� S�8'04"E 145.82' p oo C G s R, s!FN i
\ WITH FLUSH CURB. o - oo / AND ARE ESTIMATED BASED ON EXISTING CONDITIONS.
Scu B \�� /� f R=32± �I. °p �R S?, M N! AND 8.3% MAX. CONTRACTOR SHALL ENSURE THAT SLOPES DO NOT EXCEEDCITY
I i - r- - �. AG',GONSTRUCT AT 2% -; T,C_-4214.1±1 -oF i n�( Y� �/ OF RENTON AND ADA REQUIREMENTS LAND S THAT TPOSITIVE
/- _ _ �' / �\ 22 H \ MAX SLOP PER -` CONSTRUCT T 2% DRAINAGE MI MAINTAINED.
i / _. - // SAWCUT LIMITS AND PAVEMENT AREA SHOWN ARE MINIMUM
/ / �^ / - - WSD,OT STANDARDS. I f 3AR. / MAX. SLOPE" PER NECESSARY. ADDITIONAL PAVEMENTAREA MAY BE NECESSARY TO
nix i13: T f �� I 0 T.C. 424.5± 1 , p DOT STANDARD SATISFY GRADING REQUIREMENTS.
i cu.. :I 1 20+65 __ WS
DOT
SLOPE PER r. B� �D��s'�EX.)," SITE DATA
c c„uoc A / / ��' -�W R "N No o I MATCH T SITE AREA: 13,124 SF (0.30 ACRES)
CONSTRUCT AT 2% I /- // - - -
ARDS.
R L....XDEN_ _•�" I
RIGHT WAY '.i I .5 ,I ^II F 204-54, 15.5±1 "LT f
WSDO XST STING CURB / / ( / I I :5'� '13' TYP) ORIAT NEAREST 0.r PARCEL NUMBER: 322305-9205 & 322305-9048
YY _ _ PANEL JOIN ZONING CA
1� t-1- �/ C.�q g�'�^�. .' YP w EXISTING USE: COMMERCIAL/RETAIL
I I+..1 E 1 i L,J �.JII._G..,JI1 V+,,,;t TO REMAIN. ff - --'-j DEDICATION, ( (�' T.C. 424.8± r 1 ADJUST JOINT. BAST T' PROPOSED USE: COMMERCIAL/RETAIL
N ICU
�9
RAVP - -: _.
µ i - - - - l �' f _ P
C STALE TO REMAIDN. 'I I� -� '�I i/ . RE ASPHALMOVE SAS EC SA '. �' wo L; N,. I GUTTER ELEVATION.r CATCH BAS
TO OWNER GOVERNING AGENCY
FOR DRIVEWAY AND'\ / D �. A C _ MAY NEED TO BE d'`EPLACE,6 DR. ALICE CHEN, DDS. CITY OF RENTON
" ov� PH AD i I til SIDEWALK /INSTALLATION. /f 'z : �_: _o PENDING EVALUATION OF ITS 10915 SE PETROVITSKY ROAD 1055 S. GRADY WAY
o' - B DI N �" ' n - \ - a �ONDITION BY C.O.R. INSPECTOR. RENTON, WA 98055 RENTON, WA 98057
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o. . ; ._- o �SipN 's:oP"I i I 425 652-7233 425 430-7216
/ _ __ = I BE END NEW, EXTRUDED _ _ ,5 �- z - �' LANALICEDDS@GMAIL.COM CONTACT:
EXISTING�� - - = -. 1 / _ --- - _ Y_I--1 ,CURBS. MIATCH EXISTING �%!` �/ \ �B - "LC. 425.0± !21+03, X3.0' RT JAN ILLIAN
rcANP - ) PAVEMENT ELEVATION. -� /I A H 1 PROPOS !(CENTER CONSULTANTS JILLIAN@RENTONWA.GOV
a ,.\ ,., 7/ i0F DRIV WAY) I 4 �7 O
r $ i I I �,� T.C. 424.6± D DRI VONAY CIVIL: ARCHITECT
S P a .. I :PER C. d. R. STD. PLANS PACLAND ADAMS ARCHITECTURE
co. i 104 AND 104.2 (TYPE C2) 11400 SE 8TH ST 4811 NE 42ND STREET
o SUITE 345 SEATTLE, WA 98105
Cil.l
i t.
�t I iBELLEVUE, WA 98004 (206) 669-4852
.. i-li (425) 453-9501 CONTACT:
4%
MAINTAIN POSITIVE - Jrt p1 CONTACT: JOHN ADAMS, AIA
PARKAG - DRAINAGE TO EXISTING V CX 1 - SCOTT BORGESON, P.E. JOHN@ADAMSARCHITECTURE.NET
CI CATCH BASIN. Ll E. I ' T SBORGESON@PACLAND.COM
.. s..:8,r i� SURVEYOR:
TC -424±
... XT1=:O fl c�aas ' / \� GEODIMENSIONS, INC.
10801 MAIN STREET R 380 I
BEGIN/END NEW EXTRUDED ' SUITE 102
--CURB AND TIE TO_EXISTING B �� �i' C'/
T - - BELLEVUE, WA 98004
.C,-425.4± - .1- - -
CURB. MATCH EXISTING (425) 458-4488
" - - PAVEMENT ELEVATION. / - -- CONTACT: KEN GREEN
DIRECTION.,OP -
/ PLow (TYP); ' LEGAL DESCRIPTION
E �: 1�� THE NORTH 140 FEET OF THE EAST QUARTER OF THE WEST HALF OF
I _ THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION
_- - ---_ - _ - REMOVE EXISTING CURB AND ,� I D -_ A I -- 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE NORTH
-- ASPHALT AS NECESSARY FOR v - T.C. 425:5± 50 FEET FOR COUNTY ROAD;
---vnu -- �a - I �V AND EXCEPT THE EAST 20 FEET THEREOF_
DRIVEWAY AND SIDEWALK
INSTALLATION.
- -- -- - <e
0
_ r ,
S88'18'04"E 145.84 _
BASIS OF BEARING
S,C►�
TIE TO EXISTING
N 2 M _
PER
LINE
BE
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BEARS S88'118V'04"E7BETWEEN MONUMENTS RFOUND,F INCLUDING CITY OF
21+40.15, 14.3±' RT % SEE SHEET C-1.1,
PAVEMENT - °' w' ' % \ - � RENTON MONUMENT //1866.
21+0.0.15
FOR SITE NOTES VERTICAL DATUM
o t
ED MIC CONC MON J" °.R
W/TACK&LEAD AND DETAILS
Z ' DN 1.25' /J NAVD 88
21+3515, ;3.D' RT SEE ARCHITECTURAL CITY OF RENTON
F. EST PANEL JOINT. PLANA FOR ON-SITE APPROVED �- --- DATE1�1�
-TAPER CURB FROM 0" TO FULL HEIGHT. APPROVED 6 -__________ ____ DATE________
OR AT NE _
DESIGN. APPROVED BY: __----- _----- _- DATE_______
APPROVED BY: - - _. _...__- _ DATE- - -
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