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STA A-0+24; LT 21'
vi
�i HIGH POINT ELEV = 20.33
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STA A2+84,
LT 21'
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_ . . . .
. . CB TYPE 1 W/ OPEN 2
. >. .HIGH. POINT STA =. A1.+.21.:19 .
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CB TYPE. 1
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FACE CURB
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OPEN FACE
CURB
C° �
RIM ELEV = 18.54
01 KA �I \! -
1 R 71
U
S=1.87% S=—
2.07%
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O2 REMOVE AND REPLACE EXISTING CURB, GUTTER, AND SIDEWALK AS
REQUIRED FOR INSTALLATION OF NEW IMPROVEMENTS
® ALL TRANSITIONS BETWEEN NEW AND EXISTING ASPHALT PAVEMENT SHALL
BE SAWCUT. TRANSITIONS BETWEEN NEW AND EXISTING CONCRETE SHALL BE
SAWCUT OR AT EXISTING JOINTS.
® REMOVE EXISTING CATCH BASINS (2) AND APPROX 72 LF OF 8" DIA SD.
O5 REMOVE AND REPLACE EXISTING CONCRETE DRIVEWAYS TO NEW GRADES.
SEE CITY OF RENTON STANDARD PLAN F004, TYPE1
06 REMOVE AND REPLACE EXISTING SIDEWALK WITH NEW ADA COMPLIANT
SIDEWALK RAMP, SEE CITY OF RENTON STANDARD DWG F-011,
TYPE 2a—MODIFIED NO CURB AT BACK.
07 SAWCUT AND REMOVE ASPHALT TRAIL. REPLACE WITH 2" DEPTH ASPHALT TO
TRANSITION TO NEW GRADES. MAXIMUM SLOPE AT 7%. RESET EXISTING
BOLLARD POST BASES (2).
® NEW CROSSWALK PER CITY STANDARD DETAIL HR-13.
O9 REMOVE EXISTING TREE AND REPLACE IN KIND.
10 CROSSING SIGN (W1 1-2 OVER W16-7P)PER MUTCD. STA Al +60.88 RT
24+, STA Al +80.38 LT 30+.
11 ADVANCE CROSSING SIGN (W1 1-2 OVER W16-9P)PER MUTCD. STA
A-0+31.67 RT 24+, STA A3+72.48 LT 30+.
12 REMOVE AND REPLACE GRASS/LANDSCAPED AREAS TO MEET NEW GRADE.
SLOPE TO ROAD.
13 DEMOLISH EX AND CONSTRUCT NEW STREET LIGHT FOUNDATION AT NEW
CURB ELEVATION. SEE DETAILS 5 AND 6, DWG C5. REINSTALL EX STREET
LIGHT AND FOUNDATION.
14 FILL EX 8" SD TO SOUTH APPROX 35LF WITH CDF AND ABANDON.
15 CONTRACTOR TO POT —HOLE EXISTING 10" WATER. MODIFY SLOPE OF STORM
DRAIN IF NECESSARY TO PROVIDE 6" MINIMUM CLEARANCE.
16 EXISTING UTILITY TO BE RELOCATED BY OTHERS.
17 REMOVE AND REPLACE EX CONCRETE DRIVEWAYS TO NEW GRADES. SEE
CITY OF RENTON STANDARD PLAN F004.1, TYPE 3.
5 ----- ------ O DECK
----= ------ S = -0.66%-.------ --- ---- S 15' BE
- 1 G L.
— — — - o — — — — — — — — - — — _ — — - — — — - — — — — S = 2.07% = : 0.40% PET WALL (SOUTH SIDE)/CONCRET AI BARRIER (oORTHNSIDE).
_ _ _ 18
S = 1.87% PARA
z 16 16 16 16
0 O
15 STA A-0+24 RT 21 1 . Q EXISTING. GRADE .. . . .. 19 INSTALL BEAM GUARDRAIL FLARED TERMINAL IN ACCORDANCE WITH WSDOT
STD PLAN C-4b. LENGTH SHALL BE 15 BEYOND END OF CONCRETE
CB TYPE 1 W/ FINISHED GRADE Q �, z
OPEN FACE CURB ,�, w E EE L Q w _< GUARDRAIL. CARE SHALL BE TAKEN TO INSTALL POST AROUND NEW 12
J r U �— STA A l+ 6 6 LT 21 .
RIM ELEV 18.54 STA AO+60 LT 21
m LLI _ u 1 , Q 4 ,� STA A2:+84, RT 21 n WATER. CONTRACTOR SHALL EXPOSE 12" WATER DURING POST
�`? I 3 x o x x IE 1 r`j ; c, w d o CB TYPE 2-48 DIA FINISHED GRADE / 6 INSTALLATION AND ADJUST POST POSITION AS REQ'D TO STRADDLE ACROSS
TYPE 1 L I w w Q CB TYPE 1 W
CB L� RIM ELEV = 19.62 : ,
20 11 - ..... . . w x .m .. . . . I1 . . . . . . . OPEN FACE CURB WATER. GUARDRAIL POST PLACEMENT SHALL BE IN ACCORDANCE WITH
RIM ELEV = 19:4 EX 96" � � � � � L� RIM ELEV = 18.21 � T
�' — CASE 19 AS DESCRIBED IN THE TRAFFIC BARRIER SECTION OF HE WSDOT
3.
15 EX 10" WATER I DIA BYPE,r�
HIGHWAY DESIGN MANUAL (M 22-01). THIS ALLOWS CLEAR SPACING OF
42 LF 12" DIA CPEP 84 LF 12" DIA CPEP: I 1 1 FT 6 INCHES BY USING NESTED W—BEAM TO STIFFEN THE RAIL.
i i
S=0.50% S=0.50%
I
I:Q11501
/_TIZSII1
�1
A 42970
10
EXPIRES: 10-12-
Al
BROAD
+00
SCALE; 1 "=20' HORIZONTAL
1 "=5' VERTICAL
0 ISSUE FOR BID
NO.
REVISION
" DIA CPEP
Ij PEP ' 42 LF .12 1 GUARDRAIL CONNECTION TO CONCRETE GUARDRAIL SHALL BE PER WSDOT
117 LF 12 DIA C 95% STANDARD PLAN C-7, DESIGN F.
S=1.56%
v� NEW 8" DIA
"' . . . . . . . . . . . . , . . .SS . CROSSING I . . . . . . . . . . . . . . . ..
11.
L DOIn
w
ILi w l
. . . . . . 19 LF, 12„ : DIA .
CPEP S=0.50%
PRORLE A 0 QQ
■
SURVEYED:
DH&A
DESIGNED:
LMG
DRAWN:
KKB
—2-0-1 CHECKED:
RML
DATE APPR APPROVED:
MSG
D-322305
r'OVED
A3+00 5 2.5 0 5 10 20 0 20 40
1 „—?0, 0„
Scale Feet Scale Feet
SCALE:
As SHOWN
VERTICAL. NAVD 1988
HORIZONTAL NAD 1983/1991
83/1
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1
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-- �^�--.c�—J
_ —
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�- C TY OF
� RENTON
P
Planning/Building/Public Works Dept.
SW 34TH STREET
CULVERT REPLACEMENT PROJECT
ROADWAY IMPROVEMENT PLAN AND PROFILE
DATE:
/ / —7
0 � 2 0 /
FIELDB°OK:
PAGE:
ONE INCH
DRAWING NO:
C3
AT FULL SCALE
IF NOT ONE INCH.,,.,
SCALE ACCORDINGLY
SHEET: OF:
5 16
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