HomeMy WebLinkAboutT-432602N N
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453.63(EX)-
TC 453.50 (EX)-\
ABC 453.00 (€X)
EXISTING GUARDRAIL TO BE POWER POC FOR NEW PEDESTRIAN SCALE LAWN/HYDROSEED IN PLANTER
REPLACED WITH SHORTER 14' +/- LIGHTING SHALL BE AT EXISTING HANDHOLE THAT STRIP WITH SOIL BEING AMENDED
SECTION TYPE 13 GUARDRAIL PER SERVED EX UTILITY POLE SEE ELECTRICAL PLANS PER BMP T5.13. SEE DETAIL 6/C300.
WSDOT STD PLAN C20.10-09
SEE DETAIL
PROTECT EXISTING
TREE TO REMAIN
EXISTING
2" GAS MAIN
2
c3o
CB RIM:452.87'
1E l 1 (S): 449.3
'
455.71
457.79
20:449.35' BTM:
47.9'
TC 455.64
457.72
-
BC 455.14
-TC
BC 457.22
Ln W 4
456
00 W
`
W
E
..s
45 3.'05(EX)� 455.20(E)�J�
455.28(E
7A Z"�f
-,�-Ss 3+50
n CONNECT TO EX CB
SSMH RIM: 41 E 449.35
8"CP(E, W)
COC:436.0' 193 LF 12"
SDMH RIM:452.56' PVC @ 3.4%
IE 12"PE(N):447.85'
IE 10"IP(NE):445.35'
IE 12"CP(E):436.15'
IE 15"CP(W):435.95'
H2O:436.25' BTM:435.1'
V 2 G(Pj
r
a 00 �M M
LW
LA I^/ 9 4-
WSS SS
Z �eSell �48�
V
t-
1
PROTECT EX CHAINLINK
FENCE TO REMAIN
IE 6"PE(E):475'rf1 -
BTM:473.1 i
-SS9+5o
��
�&8 a
ADJUST EX
HANDHOLE TO
FINISHED GRADE
459.88
TC 459.80
BC 459.30
MATCH EX GRADE AT
PROPERTY LINE
WITHIN THIS 30-FT ROW
"GRAHAM AVE E & NE
10TH ST"
461.96
�TC 461.89
BC 461.39
0
461.51
ASPHALT PAVING
(RESIDENTIAL STREET SECTION)
SEE DETAIL (TYP)
c3o
2:1 SLOPE TO
EXISTING GRADE
DECORATIVE PED LIGHT POLE
PER ELECTRICAL PLANS (TYP)
h
43667
`! S T ERA Cs�
MATCH EXISTING
GRADE AT
PROPERTY LINE
91E 46�E
1
LSD C5 CB TYPE) J/
RIM 460.11 i /
IE 456.00 12"(OUT)W
EXISTING
POWER POLE
HEAVY DUTY
ASPHALT PAVING
SEE DETAIL
STREET TREE 7
(SPECIES, SPACING, c3oo
AND QUANTITY TBDy
E
r" A
LAi�
-.� MON
a 1
y N 11 �� 1 W W W - W v w W W W
SD GRASS
" W I
W ®lk 111 TH ST" III
( - LD AVE NE
- 6'GATE 6'CLF - -
� j _�_ 5.0' H13TUMP - - - -�1�� \ r -
4 �_ -__ - =-475- \_� _ _-_-_-------478-71
-
5 W CONCRETED - - - - i - e I O -g79-- ii
ASS S -� R16' 2"G P
SIDEWALK SfE 7 6As- _ _ _ - -G& E \ � � � TOP E J
_ ETAIL TYP
t. _ \ ,
_ 7F-
V :.. O
e 17 C30 / / / ,CC&CG - / 6"CC & 12 L j
/ 4 8'
I 1/8
IM:476.51 -/ ^n m
; CONCRETE CURB M M M Wp cfl W P, ),8"PE(5 W�^AND GUTTER VNI
PE ):462.6. //�` W ) - SEE DETAIL (TYP) 7+00 ( / '� 447. 0' �` _ N88.16' 1"W 736.68' _I
ILA
0 465.7s I �+ _ g I S SS s 8+50-I W
�� 468.05(E c3o ' ' ��q++ \ �' INSTALL NEW CURB AND GfE Z
SD C4 CB TYPE I EX WATER DISTRICT �
OP RIM 468.55 !tip ti9 a 0 Uj1� / I ` CONCRETE SIDEWALK, AND _
4fi7 IE 465.62 12"(IN)N of i / ASPHALT PATCH FOR REMOVAL I H --
nLin OJT ■ _ n _ / OP OF EX DRIVEWAY CURB CUT
IE 465.62 12 OUT SW _ _ . s -
i'TYPE 13 GUARDRAIL ( )s P� - - - SEE DETAILS
PER WSDOT STD PLAN W ROCKERY OP _ _
/ SDMH RIM:468. ' FOR DETAILED NE 0 ■ 14 LF 12 _ OHP 0 Fs i 8
C20.10-09 (W/ CHIMNEY COVER) 10TH ST DRIVEWAY o Z PVC @ 2.9% s� , ` �Q c3o c3o
SEE DETAIL IE 12"CP(N):447.5,1 - IMPROVEMENTS W W CONNECT TOE SDMH
I
"CMP(S)(R) SEE DETAIL � � IE 465.20
/ a1 ASPHALT PAVING
C30 _ 0:447.51' 3 uon a
0 / RTM 445.41' C33 ® I I BLR /
(RESIDENTIAL STREET SECTION) I
ASPHALT THICKENED EDGE SEE DETAIL (TYP)
8
WHERE NEW ASPHALT MEETS ASPHALT PAVING
EXISTING LANDSCAPING c3o
DETAIL (RESIDENTIAL STREET
SECTION)
eSEE DETAIL (TYP)
C300 8
C30
SURVEYED:
DESIGNED:
JAJ
DRAWN:
DJD/AJJ
CHECKED:
JAJ
BY DATE APPR APPROVED:
JAJ
SCALE:
1 "=10'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCAL• NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
0
FLEXIBLE
DELINEATOR(2)
CB TYPE 1
RIM: 472.32'
r.JE 1 " C(N):468.52'
I� 12"CM (S):468.4T
IIf 6' ADS W): 469.17'
TM• 467 V9'
CITY OF
RENTON
Planning/Building/Public Works Dept.
��l
0 10 20 40
SCALE 1 "=20'
LEGEND
PROPERTY LINE
N 7933'06" E - 46.81'
CONTOUR (INDEX)
�1
CONTOUR
-109�-
SPOT ELEVATION
_//- TC 109.86
109.36 BC 109.36
GRADE BREAK
--RIDGE------
VALLEY
ASPHALT PAVEMENT
CONCRETE PAVEMENT
►' - ro.:' •' .' p...!
CONCRETE CURB
BUILDING VESTIBULE
FOR DETAILED RAMP
IMPROVEMENTS SEE
DETAIL t4
C330
STATIONING INTERSECTION
NE 10TH ST STA 13+17.1
HOQUTAM AVE NE STA 20+00
R-432623
T-432602
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 08/07/2025 01
HAZEN HIGH SCHOOL MODERNIZATION
NE 10TH ST CIVIL SITE PLAN
DATE:
07.1 1 .2025
FIELDBOOK:
PAGE:
C209
SHEET: OF:
23 OF 7
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