HomeMy WebLinkAboutT-432609E
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473.5°7(EX) '
473.56 1.6/o TC 473.46(EX)
N STOP BAR BC 473.02(EX)
co SEE DETAIL HEAVY DUTY 473.50(EX) -
ASPHALT PAVING RELOCATED-
�i e SEE DETAIL 7 STOP SIGN
T C30 C30 �
- - - - - - - - - - - - - - - - - - - - I - - STOP BAR HEAVY DUTY TC473.03 \ 471� -
O CONCRETE TC 475.47 (EX) CURB (TYP) TC 476.77 (EX) \ BC 474.97 (EX) I q�BC 472.53 \
_ BC 476.27 (EX) SEE DETAIL ASPHALT PAVING Q
�,• PROTECT EX STUDENT
�-- - PROTECT EX STOP I p TC473.54 c3o SEE DERAIL
PROTECT EX STUDENT DROP OFF / PICK UP
SIGN AND POST DROP OFF/ PICKUP ^ y�° BC473.04 c3oo SIGN AND POST
SIGN AND POST r o� �' � CONCRETE
4S 475 / I D " v I CURB (TYP)
TC 475.67 475.25 474.74(EX) - - pp- - - - - - T - - - - - - - - - - -
477.56(EX) 477.05 BC 475.17 I 473.08(EX) t473.01 / TC 472.92 472.76(EX)
• / • BC 472.42
p 7.3% v 1. % v p
vt. TC 476.8 D P D p D v TCD475.18 (EX) D 1.1%" 7.4% _ 4.0%
Iv h BC 476.3 p �p v !� BC 474.77 (EX) / w v TC"473.14 D D
0o / v^ v If*o cn D v p v D BC 472.64 v v p
p v o / 0 D , �` D v' D D v o Q� p �'`3 � p D �1 v pD p Is N
477.42(EX) p vD v D / 476.32 v 475.09 v / 474.56(EX) o
v o D
D D v D 1,7% D p D TC 472.95 (EX) /, �7491.
v D D pIk------- ----------------------=------------------------ v D D v BC47 23TC
--------------------------------------v------- - - v 472.55 O p - - D r _ 73( D v BC 47216 (EX)
2 ) 154 v- A � GAS �S �.-� 3 5%
\ TC 476.97 (EX) -�^S p-------=----�•----------�--'�--=---------=----=------------------ - ------------ �
\ BC 476.53 (EX) \ \ D v v v
\ 9' 30' 5' 15' -GAS aS BC 472.42 -CIS- as as as aS as GAS OS -
GAS
\ \ 6.5'5' 40' 8.5'
\ DRIVEWAY TYPE C3 PER
-M N\\ ASPHALT PAVING \\ COR STANDARD PLAN 104 M M M M-
(RESIDENTIAL STREET SECTION) \ SEE DETAIL \ �D SV0 -SV0 yG- d -SbD
SEE DETAIL �j e DRIVEWAY TYPE C3 PER ASPHALT PAVING
COR STANDARD PLAN 104 (ARTERIAL STREET SECTION)
C30
SEE DETAIL SEE DETAIL
\ \
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\ C30 C30
11+50 N.E. 10TH ST. 12+00
0
Scale: 1"=5' - - - _
NE 10th St Driveway - - - 473
23+00 HOQUTAM AVE. N.E.
Scale:1"=5' 2
HEAVY DUTY Hoquiam Ave NE Driveway #1
ASPHALT PAVING
SEE DETAIL D
C LIZ
ATION ARROW E DETAIL (TYP) c3oo o I
471 TC 73. 6 (E O
M66 _ _ - BC 72. 1(EX !
--------__ �FV C30 ■
n 0.8% 473.29(EX)
-� TC 471.52 (EX
TC 471.99 (EX) 471
BC 471.49 (EX) BC 471.02 (EX) z
,A11i / STOP BAR
SEE DETAIL /
PROTECT EX STOP 6 t
- - - SIGN AND POST c3o ry PROTECT EX BUSES ONLY
/ AND STUDENT DROP OFF / /
/ CONCRETE / TC 472.95
PICK UP SIGN AND POST � ��� v BC 472.45
CURB (TYP) ^N o
•v
� D
� u O C p
471.56 EX /
iy
472.07 471.95 TC 472.04 - - - . � •- - - - - - � ) O � AL 72.42 I° TC 472.86
472.08(EX) BC 471.54
D
- � I BC 472.36
v D• v. p• 2.6A/o 0 0
TC 471.E�8 D I o 0 6" CONCRETE
BC 471.33 d �9
_- -472- 0 0'q VERTICAL CURB
^' v �D v D D c\no v p o 4 / �\\
i TC 471.8?EX) p v v D D p D D v D v" D O 000
Q ---
471.97(EX) D p= v 471.45 v a 47124 TC 471.49 (EX) ` 000
472.40(EX)
i BC 471.38 (EX)
v.
• BC 471.0 o
3.5/0 - -------------s- - D 9 EX '
El es
D. D v / �� °
- -
� (IS as aS (IS aS (IS CIS aS (IS 4S SD -
P ALLEL CURB
AS GAS 4S GA GAS GAS RAMP
N THERMOPL TIC SEE DETAIL
14' 10.8' 40' m m 8 9' CROSSWALK STRIPING
PER COR STANDARD 8 TC 472.44 (EX) V
-GAS GAS yD SVD Sb SV0 PLAN 127 SEE DETAIL c3o BC 98 (EX)
6 ASPHALT PAVING \
ASPHALT PAVING DRIVEWAY TYPE C3 PER
(ARTERIAL STREET SECTION) COR STANDARD PLAN 104 cso (ARTERIAL STREET SECTION) \
SEE DETAIL SEE DETAIL SEE DETAIL \
N.E. IOTH ST.
-------------- C303 C30 C30 \
- - - rat rn
- - - - - - - - - � Scale: 1"=5' 4 R-432643
East Ramp on Corner of Hoquiam AVE NE & NE 10th ST T-432609
- - - - - - - - - - - -� - IN COMPLIANCE WITH CITY OF RENTON STANDARDS
m m
DEVELOPMENT ENGINEERING
HOQUTAM AVE. N.E. msippo 08/07/2025
25+ 0
24+50 -
Scale:l"=5' 3
A• JqC� Hoquiam Ave NE Driveway #2
SAS HAZEN HIGH SCHOOL MODERNIZATION 07.11.2025
_ DATE:
�� SURVEYED: S�: CITY OF
HORIZONTAL- NA VD 91988 1
W DESIGNED:
N/A % FIELDBOOK:
� DRAWN: RENTON PAGE:
DJD/AJJ DRAWING NO:
ONE INCH
43667 CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. DETAILED ROW IMPROVEMENTS C330
F NOT ONE INCH
NE1L �APPROVED: SICALE ACCORDINGLY P SHEET: OF:
05 2J 7p 5 N0. REVISION BY DATE APPR JAJ 43 OF 7
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