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► a �_ 12 °CMP GENERAL NOTES:
I
Q I Q _ 1. CONTRACTOR SHALL RE- ESTABLISH ALL EXISTING PAVEMENT MARKINGS
I- I AFTER ROADWAY RESTORATION.
F- 12 "CONC \ I '
1_ \ 2" N I SSMH
\ o O N P � RIM 18.14
~ 2 �� M 00 ° N _ouTFALLS I IE s 14.62 2. FOR SEWER MAIN REPLACEMENT INFORMATION, SEE DWGS C6 AND C7.
o2 � ° d I E W 14.59
v z.- �� c6 I 3. FOR WATER MAIN RELOCATION SEE DWG C9.
w C \ 1 m� o ° u a iii n w r CHANNELED RIM 18.33
2 "ORN 2 "ORN w cn m Li' 3 m LU � �, w w � �
P - - 2 "ORN E - - 2 "ORNE 2 "0 0 - ° 1 TOP SIPHON N 14.56
_0 _ _ _ I � E W m v IE S 14.66 4. CB NUMBERING SHOWN AS O1 FOR CATCH BASIN 1.
BM 20 RIGHT -OF- Y 12 E CAN 10 L`' 13 BTM 13.63
7 P.A. WS 14.56 ��
A - 1 g 2 "DECID 2 "DECID � 22 SIGN CONSTRUCTION NOTES:
2'DEC D 2 "DECID - -- - - E - -
- E - - E-� - - - -- E - -- E - - > � o^ 0Ti7SL - - -- E - - --
- G - - -- G E - E - - E - -- 1 C4 71G -OF -WAY
- - = • _ g � 0 CONNECT NEW STORM DRAW TO EXISTING STRUCTURE. CORE DRILL PIPE
8 "PV d° d.„ d 8 »MAPLE - E- E -
•a' 18 PVQ d e e CONVRETE LK • . ° a - T- - - - - - AS L E 2 GRA - - OPENING AND FILL ANNULAR SPACE WITH NON - SHRINK GROUT.
"DECID
G LINE BM #1 �� - E - - - - - - - E - - E �-I - E - ASPHALT E -
' a d ° ' _ - _ _I _ ® REMOVE AND REPLACE EXISTING CURB, GUTTER, AND SIDEWALK AS
12 SD GONC CFJR a 9 - - - - - -
2 ... 5 ..... I . g m® ...... d d. : • °d : I m REQUIRED FOR INSTALLATION OF NEW IMPROVEMENTS
AS
%... 1.5......3 �... 5
A -0 +50 I• ............ A0 +00 I ... 6 ................... 5 SD I -
.. �..
9 . . S87°51 20 °E . I . Al +00 ... .. ? ......... _.. _........ I TRANSITIONS BETWEEN NEW ANDGEX STHNGTCONCRETETSRALL BE
11 3 ALL TRANSITIONS BETWEEN NEW AND EXISTING
�. .
��-°
w...... Cn ..... . .: :... ... I .. 1a 2 +0....10 v' ..... A3 +00 I SAWCUTCOR AT AEXISTING JOINTS.
W 34.TN ��• - � •1g 4 A � •ROAD �
I. .. . . . . . . . . . . . . � � ��a� . ... .67" ....
N . ...................... I. ..... A4 +Ot
66.6
.- .... .......... w -M _ _ _
° N
7'
p. I r- - - - Q • . - • • - ° • - * .. ' ' " ...... STING CATCH BASINS 2 AND APPROX 72 LF OF 8" DIA SD. Qo
� REMOVE O
WV �. t� .z." o rPOTHOLE 2 O
. . . . . . . . . 2 � � o~ cn . . . . . . . . . .,..,�3�.
Q
> _ . . _
CAS L 18. . . . . . . . . . . . m . > POWER APS W 31
� � g � J ,�
ING CONCRETE DRIVEWAYS TO NEW GRADES
. . . . . . . . . . . BOLT.EL 1.5.89. . . . . . . . . . . . . . . . . . .� ° • • . . . . . • . 32' 46 ® REMOVE AND REPLACE EXIST
GRASS 11 CONC'CURB ............� ... .. 6 ... ....l . .......... SEE CITY OF RENTON STANDARD PLAN F004, TYPE1
°• d ° 5 _ POTHOLE 1
_, - - .. -..__ 1 d d" °4 "OR n . . . . . . . $r, S COM -
a CONG CURB Ff i
m _ QUEST 7EL'E(4HONE �U &T'.d a .e QUEST TELEPHO E DUCT ' n m o' 4 "ORN e
_ e : d S 32" 46„
T -,° COMPLIANT
Q I ' dd ONC°�ETE 'WW�L•K . °• °. - . ° • - GO$JCRETE : ° -,_ - A. - - 11
A .• e . ° ° 10 �•:° d° I 6 REMOVE AN REPLACE EXISTING SIDEWALK WITH NEW. ADA COMP
d. d d ....Oe °<N d -;a - T 4 "DECID
- - e d ° n e a _ - - - - _ e T rMH 4 "DECID I SIDEWALK RAMP, SEE CITY OF RENTON STANDARD DWG F 0 ,
_ d a d - e °. •d' ' .°' ° : Z 7° .,.._� -6 - 4UEeSh'TE'> EPHONE ls� ' 4 "DECID 6` T -T 4 "DECID
- - _ e a° ° - - - - - T _ _ TYPE 2a- MODIFIED NO CURB AT BACK.
O -- W -- - -
vv - e d d d G •4 DE
U ;ID P 6 "DECID v 5 2 �� W o _ �ON�RETE LK - E - - -_ E - - -- E - - -- - - -- E - - - - »
O w Qe 12 CORN 8"FIR L0 .. mW a - - W W - - -- W - - -- - - -- - - -- O T TO
- - - - � � g RIGHT-OF-WAY � -�°� •• u�.�•w.��__���,_n� �' W w 7 SAWCUT AND REMOVE ASPHALT TRAIL REPLACE WITH 2 DEPTH ASPHALT
18 I-
X22 IGATE @ . w I U 17 R M 19.93 2 CBI P - TRANSITION TO NEW GRADES. MAXIMUM SLOPE AT 7 %. RESET EXISTING
1 SET PK NAIL 13 g I - _ N m "ORN IE SE 15.51 12 E IN 14.77 ( )
•p AT FRONT OF WALK AT N.W. o N IE N 15.47 GRASS
E BOLLARD POST BASES 2 .
n CORNS§ CONCRETE DRIVEWAY 00 C6 P 7 I CHANNELED 0 WS 14.90
N 166,982.0625 ( w w w 4 "DECID ® NEW CROSSWALK PER CITY STANDARD DETAIL HR -13.
ELEVAgI 355.6802 FEET I INTAKES = I ti
Q ° °� N 1661,960.32118
E ( I II i I 8 °PINE O REMOVE EXISTING TREE AND REPLACE IN KIND.
I E 1,295,610.6890 �
8 "CLF ELEVATION 18.90 FEET w
I w I 00 C o I 8 "CLF
P LA N (� CONCRETE �' I I 10 CROSSING SIGN (W11 -2 OVER W16- 7P)PER MUTCD. STA A1+60.88 RT
L.
SCALE: 1 " =20' oRN w ASPHALT D�322312 24 ±1 STA A1+80.38 LT 30 ±.
41 w �I, SFT PK NAIi
(1D ADVANCE CROSSING SIGN (W11 -2 OVER W16- 9P)PER MUTCD. STA
......_......._......._......._......._......._......._......._. ......_......._......._......._ +
A 0 31 67 RT 2 _ STA A3 +72 48 L
�' LOW POINT ELEV = 18.98" HIGH POINT ELEV = 20.11 ROAD CROWN;
: - 4 +, ±.
C LOW POINT ELEV = 18.65
41 LOW POINT STA = A -0 +24 HIGH POINT- STA = Al +21.19 AT CL OF CULVERT LOW POI :NT STA = A2 +83.65
PVI STA - Al +25 : ; 12 REMOVE AND REPLACE GRASS/LANDSCAPED AREAS TO MEET NEW GRADE.
PVI STA = AO +00 - PVI STA = A2 +50 SLOPE TO ROAD.
PVI ELEV = 21.07 :....... .
Cf) :. PVI. ELEV; = 18. 73 ..:.......:.............................................. .........................:..... P 8..........
. VI. ELEV .18.4
N ; A.D. _' 2.54 ; . - AK 38.07 4 A. D. = 2.47. ; 13 DEMOLISH EX AND CONSTRUCT NEW STREET LIGHT FOUNDATION AT NEW
N K = 39.40 ; - I; : K = 40.41 ; CURB ELEVATION. SEE DETAILS 5 AND 6, DWG C5. REINSTALL EX STREET
I I 100' VC I 1.50' VC 100' VC _ ; LIGHT AND FOUNDATION.
30 ......................................................................................... ............................... ; .......:.......:.......:....... ; ....... ; ..... _ . ; ....... ; ..... 14 FILL EX 8" SD TO SOUTH APPROX 35LF WITH CDF AND ABANDON.
CD C,4
o z + CO ROAD CROWN- AT CL OF CULVERT + ; ; ; c� »
. o rn z 15 CONTRACTOR TO POT -HOLE EXISTING 10 WATER. MODIFY SLOPE OF STORM
41 + o N ; Q <- EL = 20.1:1 N . � STA A2 +84, LT 21 � 0 „
CD M x 2 STA A -0 +24, LT 21 ,;_; HIGH POINT -ELEV = ¢ 5 °o ' DRAIN IF NECESSARY TO PROVIDE 6 MINIMUM CLEARANCE.
o ; i w; O U; w CB TYPE 1 W/
n- 25 :.......:......... Q . �._ ...... :CB °TYPE •1• W/ •OPEN ........... .� . m..H:IGH. POINT STA =. A1. +21.:19.. ; ....... ; ....... ; .......:..... : m...... ; ....OPEN FACE CURB........ ; ¢ : ._ .... ; Y OTHERS.
w U U. m m 16 EXISTING UTILITY TO BE RELOCATED B
V) a �- :FACE CURB RIM ELEV = 1 21 18.13 Cn ; w
m m ;RIM ELEV = . 8.5418.34 ; ; NEW 12" W IE= 37 14.2 ; W ; 17 REMOVE AND REPLACE EX CONCRETE DRIVEWAYS TO NEW GRADES. SEE
-S 12' IE _ -1 N3 15.3 NEW :12" S IE =14:. 14.4 0
S _ _ CITY OF RENTON STANDARD PLAN F004.1, TYPE 3.
a _ 1.87% _ 2 07%
-E 12" IE - 15. 15.4 S - .................... :...... .
......................
............................. ... ..........................:
_ ------ - - - - -- O DECK
- - - - - - - - - ; ; 5.: _ - 18 STEEL PIPE HANDRAIL. EXTEND HANDRAIL 15' BEYOND END OF
-- ,
S = -0.66% - - - - - - - - --- - - - - - - - - - - - - - - - - - - - -:- - - S = 2.07% S 0.40% PARAPET WALL (SOUTH SIDE) /CONCRETE BARRIER (NORTH SIDE).
N : S = 1.87%" ; ui
z 16 16. 16 16 EXISTING GRADE
1, :oo O : �)STA : ............... . (6
)STA
01..ST R� 21 03 STA AO +60, LT 2 z ,- .. Al +66; -LT -21 ° .. ' : STA A2 +84, RT 21' 1g INSTALL BEAM GUARDRAIL FLARED TERMINAL IN ACCORDANCE WITH WSDOT
Cn 15: A° ATO +24 CB TYPE 1 m ; ; : z - "DIA CB TYPE 1 W/ STD PLAN C 4b. LENGTH SHALL BE 15' BEYOND END OF CONCRETE
CB TYPE 1 W/ RIM :ELEV = 9.40 19.16 � CD EX TYPE 2 CB -60" . ; o v, o. Q CB TYPE 2 48 OPEN FACE CURB GUARDRAIL. CARE SHALL BE TAKEN TO INSTALL POST AROUND NEW 12
0 w Q RIM ELEV = 1 62:
OPEN FACE CURB - . w - _ u CD 19.50 RIM ELEV = 1 1 : 18.17 WATER. CONTRACTOR SHALL EXPOSE 12" WATER DURING POST
FINISHED GRADE N 12 IE = 14.1 14.7 CO m d- w DIA IE 11.89 W (EX) w Q »
S_ RIM- ELEV .54.18.36 w o W NEW 12 E IE =1 55 12.5 FINISHED GRADE NEW 12" N IE =1 7 15.2 '
I - - W 1.2" IE = 14.' 14.9 x o x x IE 1 1.83 NE (EX) � E-- - INSTALLATION AND ADJUST POST POSITION AS REQ D TO STRADDLE ACROSS
N 1'2 "IE= 15. -15.6 w i - w w >< >< w Q NEW 12 N IE =12. 12.4 ; ,
:...... 2a ...................... I .. ............................... . RIM ...:.EL= 1.9-.76.:.......:..w . .... I ......... e ....... .... WATER. GUARDRAIL POST PLACEMENT SHALL BE N ACCORDANCE WITH
R P H
- I CASE 19 AS DESCRIBED IN THE TRAFFIC BARRIER SECTION OF THE WSDOT
NEWS 12" I E =1'3
4. 15 EX 10" WATER I : 14.1 ; HIGHWAY DESIGN MANUAL (M 22 -01). THIS ALLOWS CLEAR SPACING OF
: - 43.1 11 FT 6 INCHES BY USING NESTED W -BEAM TO STIFFEN THE RAIL.
GUARDRAIL CONNECTION TO CONCRETE GUARDRAIL SHALL BE PER WSDOT
:.. (:....: :.......:.� . LF 1:2„ DIA CPEP.
..
Cn 1.5..... ..:............... : ...... ; �o 1 -17.7 ,; 11 f.
I � LF 12 DIA CPEP STANDARD PLAN C -7, DESIGN F.
LF, 12 DIA CPEP ; EX 96 DIA ;TYPE 2 CB
L ;
LF, •12 DIA CPEP S =ON% , S-
rl ; ; 42.7 83.1 0.6% : RIM „EL =19.08 S_ % : : 1.9% :
vim, NEW S 12 - IE =T2� ( �„ 1.4%
'Co 0.7%
c :. .: . . . .: . . . . . . .: . . .'. . . . . . u' . . . . . . .; . . . . . . . . . . - -: . . . . ;
121
10 :......I 00 ; NEW 8" DIA ;
; ; ; SS CROSSIN AS -BUILT SURVEY BY:
LF, 12" DIA; CPEP S =M% ; ; z ; PLS, Inc., 1/1812008
15.3 3.9% i .1'9, LF, 12" DIA CPEP S =XO% :...... .
:.......:....... : .......:....... :.......:....... :....... :.......:18,1..... :....... 1..7% . . . . : . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . AS -BUILT PLANS STAMPED BY:
o
'O'U I LT
' ' . . ' ' ' . . ' ' . . . BEN V. PETERSEN ON :1 /22/08
d-
PLS #17676 AS b
R 0 AD PROFILE- � A0 +00 Al +00 9a , A2 +00 A3 +00 5 2.5 0 5 10 20 0 20 40
0) A -0 +80 1 » =5' -p" 1 "= 20' -0"
oNRIE
HORIZONTAL
VERTICAL
G
04
OV IVA,S� j�0
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a
SOME
C 12-22-08
'� Je• -� �7
C
�
SCALE.
AS SHOWN
UNNEEDED NOTES, INFO. FOR CLARITY D
a
LJ
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
A 42970
�0��
0 ISSUE FOR BID
-2 -0 CHECKED:
RML
BY DATE AP P R APPROVED:
MSG
OiNTAL
(D
U C
OZ j
EXPIRES: 10 -12-
v
18
LLB
SCALE: 1 =20
1 " =5'
HORIZONTAL
VERTICAL
1 ADDED AS -BUILT SURVEY INFO
REVISED OR MO \):--D
SOME
C 12-22-08
TEXT
AQ
SURVEYED:
DH &A
DESIGNED.
LMG
DRAWN:
KKB
SCALE.
AS SHOWN
UNNEEDED NOTES, INFO. FOR CLARITY D
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
0 ISSUE FOR BID
-2 -0 CHECKED:
RML
BY DATE AP P R APPROVED:
MSG
NO. REVISION
Scale Feet Scale Feet
DAM'
%. CITY 0 F SW 34TH STREET 03/2/07
� RE I� TO N CULVERT REPLACEMENT PROJECT P EBOOK:
DRAWING NO:
Planning /Building /Public Works Dept. ROADWAY IMPROVEMENT PLAN AND PROFILE C3
SHEET. OF:
5 16
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[5
IBI-13121213JO
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