HomeMy WebLinkAboutT-201308GARDEN AVE. NORTH LIGHT POLE OR
OR NORTH 8TH ST. SIGNAI./LIGHT POLE - PROPOSED PERIMETER
I CHAIN LINK FENCE
30' R/W GARDr AVE. NORTH {B7' OT RS).
40' OR 35' R/W N. STH ST, i
MOTs- Cewlrol
SIGN MOUNTED
—� b Psi a" Y' /-ON FEtJa AT
1 h $ H ST ¢ 100' INTERVALS
(PACCAR EV ?D_v DR. 5la �+dss+i to ALDNG COVER SYSTEM
GARDEN AVE. N. TO HD' W ) by+natRna4w.
14'. 5' 11 N. $" C rt '.. No+ Garb. 2 BEFORE DIGGING
20 ± i OR 1? "� E R ST.
- - -- -I CALL
C ! N. 8TH ST. (GARDEN "c N TO
I w 3' 41IN. 2' EAtPLO,_L _t, rn?J_ =) R/W
ASPHALT i I R/W 60' EXISTING R/W ° &
PAVEMENT 1i_h D C 5^
^� 1E t2° y -0. /r ryi t T
EXISTING M.N L_i n 30 35'= `rf CURBS w aE'
ON NEW i2' E_ o _ _
(EXIST PAVEV.EN:)
CURB & -- _ 5 B _
GUTTER !�2, ^ _ - .r_ 21'- T4'_ t!Ek..c - 2
-- - - - - -y - l i rZ. P.
A Ek ST. AS =HALTS
A / -
PAVE +0 =O.OZ .v2 2 - L e
.0?
i j ;% v t° 0 10 -1'r I - - - -- ! FT /FT FT - / =T i �1- I T
0.02 FT /FT- / /' VAX.
ANCr'O= P -S EXIST. SLOPE
_' - i
kI_i. CONIC. CORE &GUTTER 1 0. 0 r, :: V
4' CONCRETE' PAD -v J S: _, = R
FOR L[Grli PO °_E F L OR ` n . -LL ZCt_= �` EA+n IS� � PLANTING ARE4-LI6W ?C_
JUNCTION BOX - i jj AND /OR TRAF IC SIGN ML
$' R-ERE 10" ( i
, "'DITi "NAL R;W POLE LOCATIONL -S E SEC110N
L 2' ASPHALT CGuCR PAU =I NT, CLASS B
IS REGUiRm
2 ( 4' GRAVEL SSE iT GARDEN AVE. t�G3ic
0(LOOKING NORTH)
SUBG -AH PR_PAR.'TION
RJW R/W
40' PROPOSED R/W PROP. R/W 33° = R,W -
- . -,
RfW. 50' EXISTTNS R/w R/W & P 10• i R/W 60' -XISTiNs ✓R :�'
j
(ADDITIONAL -
30' 30' R/W 30' 3 01 z
401= CURBS 40 f/= CURBS
(EXIS . PA1_!(ENT. �I 5, 12, (EXIST. PAVEMENT,
E 201 = MIN. E BICYCLE
CLASS 1
O.OZ 0.02 PAr'Et ", T I -0.0
rTI =T FTI =- -TJ•- FT/FT i FT/FT FT/_T - --
�_ - - - -
,x, EXIST. SLD __=
- R- 0. _. /; 6 - c�..SI. CONIC. CURD & GC! TED
A T,N
C
' AND /OR TPA !C SIGNAL I h, /O' ?' r SIGNPL
PD+ LOCATION -SEE SECTION ION 'A' POLE LOC _ ION-HE SE TIC.: '
i f
C NORTH EIH S7 -T Nu' n - _
iLDD1:ING EAST> (LOC_h
TYPICAL SECTION 'C'
SC'`. _ -10` _N AVE. i. T= _4. _t.:..:'rCE
STA. 5-2E TO ES
ST,. E =D
- - - - - - - - s O= EXCAVAIED _ z
SLAB 6R BOTTOW, f \ >' MATERIALS
' ?AS C:C I DECLARED 1,
..%� ?Alh :> SUITABLE FOR _
r 5
CO
1" v - - -
M °ACTION BY
. --67 STON;, TESTING LABORATORY \ ?d - ^'�
z, (AAS'TO ii 43) - \ AND LAID IN B'
?' ASPHALT .
T_T CCNCRET_ 5 : r.0 CLASS B IN DAIS 1) LDDSE'LIFTS AND
i CUM °ACTED AS x
r, 2 -- r r J; SPECIFIED. x
? ASPHALT CO v R- CLASS B R A e
SY Kuu__} 50LLARD
3� E ASPHALT TREATED bC5_ a z'� 'uR'C TO t�T Af� m�
r =c .- CLASS I S4FF, PIPE
6 6iAVEL BASF �"TIONS - L� T CDh BIKE PA:
N Af
SUB 5RAL-. EPrR.A iOl t L c i
�! TYPICAL Bs_K1= RAMP Dr
TAIL
(6 CEMENT CONCRETE CURB & GUTTER, TYPE A T
12' PIPE j i2 °� t COMPACTED SCAT`: 1' =10'
T PIPE BEDDING
PAVEMENT TYPICAL SECTION OD IN 4' LAYERS : ��' GUTTER
SCALE: -0
*SLOPE DER CITY 0= PIPE BEDDING' & BACKEILL OUTSIDE BLDG DETAIL ` PLANTING ADEA
R—
RENtON STANDARD OWE- 2. _.5 ^ SCALE: NTS t
i I
cG �
G
l
I
I
d
N
4' WIDE —
S;RI,` !NT
TYPICAL SECTION 'D'
A: F nvc_ n. J
STA. 14-26 TD STIA. iE +E5
P
5 D?IV=W AY WIDTH VARIES'_.5'
c. 2
-JOINT 4 "�OR E
+ \\ r -REMDVA,BLE
I
\ WOODEN _ BOLLARD
1' (TYP.)
10' L:h t CONCRETE -� _YP.>
DRIVE AP, ROACH PAVEMENT o
TYPICAL DBIVUiAY A°PBOACH DETAIL
SCALE: 1 " =10'
BICYCLE PATH SECTION "A"
EXISTING OR
TYPICAL SECTION 'B'
EXISTING
SCALE: -0
SCALE: 1` =10' STA. I3=82 TO STA. 25 -35
SEE PLAN SHEETS
F
WIDTH VARIES
1 LI
COi+POSiIL SECTION
i SEE PLAN SETS {
I
f
NEW EI'E:`tT 0!C = = -E —10' CEMENT CONCRETE
- -
TNT__
.J
BAS It T F31'3 BACKFII L FOR
CU _ Vg. GOT', PAVEMENT
CON
s_
0.02 T.1
1h IS- . -;,_V_- +
5=1 m 159 P: IPfo- IN
; F i I
N GRADE:
SYVDIC
- -= =T.�
ORI A ION
EXIST. ACP_el -
(L
1$`
7
/
TYPICAL SECTION 'C'
SC'`. _ -10` _N AVE. i. T= _4. _t.:..:'rCE
STA. 5-2E TO ES
ST,. E =D
- - - - - - - - s O= EXCAVAIED _ z
SLAB 6R BOTTOW, f \ >' MATERIALS
' ?AS C:C I DECLARED 1,
..%� ?Alh :> SUITABLE FOR _
r 5
CO
1" v - - -
M °ACTION BY
. --67 STON;, TESTING LABORATORY \ ?d - ^'�
z, (AAS'TO ii 43) - \ AND LAID IN B'
?' ASPHALT .
T_T CCNCRET_ 5 : r.0 CLASS B IN DAIS 1) LDDSE'LIFTS AND
i CUM °ACTED AS x
r, 2 -- r r J; SPECIFIED. x
? ASPHALT CO v R- CLASS B R A e
SY Kuu__} 50LLARD
3� E ASPHALT TREATED bC5_ a z'� 'uR'C TO t�T Af� m�
r =c .- CLASS I S4FF, PIPE
6 6iAVEL BASF �"TIONS - L� T CDh BIKE PA:
N Af
SUB 5RAL-. EPrR.A iOl t L c i
�! TYPICAL Bs_K1= RAMP Dr
TAIL
(6 CEMENT CONCRETE CURB & GUTTER, TYPE A T
12' PIPE j i2 °� t COMPACTED SCAT`: 1' =10'
T PIPE BEDDING
PAVEMENT TYPICAL SECTION OD IN 4' LAYERS : ��' GUTTER
SCALE: -0
*SLOPE DER CITY 0= PIPE BEDDING' & BACKEILL OUTSIDE BLDG DETAIL ` PLANTING ADEA
R—
RENtON STANDARD OWE- 2. _.5 ^ SCALE: NTS t
i I
cG �
G
l
I
I
d
N
4' WIDE —
S;RI,` !NT
TYPICAL SECTION 'D'
A: F nvc_ n. J
STA. 14-26 TD STIA. iE +E5
P
5 D?IV=W AY WIDTH VARIES'_.5'
c. 2
-JOINT 4 "�OR E
+ \\ r -REMDVA,BLE
I
\ WOODEN _ BOLLARD
1' (TYP.)
10' L:h t CONCRETE -� _YP.>
DRIVE AP, ROACH PAVEMENT o
TYPICAL DBIVUiAY A°PBOACH DETAIL
SCALE: 1 " =10'
12' BIK`PATH STRIPiNL; DETAIL
SCAL 'E. _ =_
TRO - 4./ -2!'�/
RECOMMENDED
FOR APPROVAL
T-°2013
j- 1 -- I __ 1 --- -_ -- I —_ - - - A( I I 11 I I j I j 1 I A I I I I I I i I Z I I I I I i i
EXISTING OR
EXISTING
PROPOSED
R. DRIVE
1 LI
FT /=
i
NEW EI'E:`tT 0!C = = -E —10' CEMENT CONCRETE
- -
TNT__
.J
CU _ Vg. GOT', PAVEMENT
CON
SYVDIC
ORI A ION
12' BIK`PATH STRIPiNL; DETAIL
SCAL 'E. _ =_
TRO - 4./ -2!'�/
RECOMMENDED
FOR APPROVAL
T-°2013
j- 1 -- I __ 1 --- -_ -- I —_ - - - A( I I 11 I I j I j 1 I A I I I I I I i I Z I I I I I i i