HomeMy WebLinkAboutTED4001800.5O�
A,O
C?
v
yPI- -a 4cp0,.0iikN O
TE.= 33. 18
IE•o 26.7$(I =N)
I.E.= 27.46(,z"-e)
I.E. z(fi.70l►8"-SW)
i
6.5' 177
I
TFO - 4ra -
-F. E. = 35. 4•S C E3`10 ( TYPE IL - 48")
( e . = 2 7.83( 12'=w�T E� o
\ .O
m
O� T. P
I T
•30
12 CONIC &
C.W. -
CSEE DE TA L) p
G
XS C \
I� N)
' E 2 I C RE MOVE
I� 6. 5 ) RESET Tp 26,7
CONNECT NEVJ CONDUIT TO EXST
TUNCTION BOX 4 SPLICE CABLES.
SEE DETAIL. -
PRAPER-ry I .I=
��a'• X 2.'
DUMMY JOI
1 6.3
30'
MATCH EXIST• ASPHALT
I
EX1S7• ASPF}ALT
EAST CURB, GUTTER
�_ WALK.
j7 O s3•loc
1'g,LF- SD 0 1WL.E_T
E' �.2'% E = 5' �p
O S /. 00
f7. 12%
Q 3S.9q
INL.I-THI0)T-E_ O 7LF T/4%
IE _ Z3-" (VANEp GRATE) -8"SD @ /5.63%
39• )(o
T T T
40
N t/
30' RIVE WAY S E E
162 0 r .2 0% T IL-0
F I2-CMPIli�I °
- -
PPI I U
o G.V. FND. REbAR E CAP
y1
OI/
IJALK
STRt P, IF P.Ny, .
(D TE.= s4.)5
50. a5 (12''- E�
u !•E.= s1. is (8"-W)
C lS OA�SOLID L)D) (E.=49.95(12'--w�
(RENN) I 2 NTY)
N. E. 4-8 TI I S.E. 7Co_L� ST
--� d.
- o-T --- Y �.° T R
19
3 t 00
- - .4LI-ci�o
1 ^'? ED E 0 - EXIST, SPHAL_
ro
h�z� 12" C,v1. C�Ir 3 uMDER F20' DRI E SEE ET:0
L1GH oLE
Z2
- -- P--- -
SEE GRADING, PLAN FOR GRAPES
AS AT RIVE.,SEE SITE PLAN 4?'
VDI D WALK
TU CTI z+76 C S
SEE DR4tNACGE PLAN Fok
STOF�M UR-AINS AND CATCH OASINS
Oil SITE � FOPS DET/AILS � IVOTLS,
k0T C •• C P P M,E A Ns s l--1oo T (4 Vi,/A L L
CORR L) Gr/AT E D PL AST I C PIPE PER
CITY OF REIVTON SPECIFICATIONS,,L
f�1 ATcII EAST C\./
(DIM = NEW CW)
EAT CONC
b•
'1 r- PROPERTY LINE
\ \ SLQPE- 0.02 FT/FT
Ilk
ii/ ° .° � v DRtvEWAY Gtit•al��
CEMENT CONCRETE DRIVEWAY 5• THICK,
SECTION A -A
DRIVE WAY DETAIL in
N.T.S.
R�W
b • J 7. L 31.4
FILL W/GRAN L
GLASS B
I
I
'a EXIST. GRADE
0
Co t-iC. WALK V1_ KI NG.
CO. STD DWG. N0JB
- CURb s GU- TI✓R SEE DETAIL_
SIDEWALK SECTION (a
I"= S' ( H0RIZ)
I" 2- (V E RT.)
r , - I- . r-- C U r\1_J
NEW CONC WALK
CONIC WALK MATCH DETAIL
I'' = 5 °
4-"TO 43" RIP- RAP
MORTARED /N PLACE 7
CO
J t /
2
s 2
E1(Si DJrcy
EXTEhlD RIP -RAP 8' UP DI1-GH L INC-
-HEADWALL DETAIL
1'° = 2'
1/4' EDGED
GROOVE
V
S O.Ot F111"TI
K
NOTE TOP OF
GUKF3 6D DRIVEWAYS.
CEMENT
CONCRETE
CURB
GUTTER.
- EXST GROUI,/D
// /
O S CAL,' :. 0'
ASPH RAMP- MATCr EhST GRADE
5L-F - 12"CP 2
HEADWALL, IE= 78.0011ATCH EXST
-- -- DITCH GRADE) RIP-R M TAR IN PLACE.
CB "OL3 (SO'Li D L I(�J� I-Yr'� 17-4t3)
T E 0.99 s
C = `" ) 74.44
O 75.94C$"-W) AS-SU/LT"TOP ELEVATIONSAND
76.54 (12 "-E) INVERTS FOR STORM
77• 94C8"-E)
AS -BUILT" ✓UNC7ION>6OX EASTERN
d,_ LIGHT POL E AND DRIVEWAY L OC4 ROWS
MH. F-ND• RE-bAR CAP
.13 � § C� R ,A,, #4 TS `° ARE SASED ON AN ACTUAL SURVEY
W �1 PERFORWD 8Y ME OR UNDER MY DIRECTION
L-ASPHALT - SEE , �" 4 ^� AS�-BUIL M REPRESEYr ACTU,4L L OCAT/O.NS
c r a 1 I -T U AT o-._ ABOVE ,I ROUND APPU TENANCES ONL Y
S I -I >✓ PL3 AN TAT __1O F 11- >
2" S I R E t. _ -1- LIGHT C ON D. �,� F�F CUR A ON 91
NoT CoN �44
FOR APFi OVAL
UY kvol Z-1 y-qo
S ToRtl WA TER V T I LIT/
FUiG0W.4Zk4ED
FOR APPR0W L
BN
TRAN5P0,3TAv0Ar OIV.
STRUCT� 0 R� r,�Ofj PE # 25485
1 e
LM
'F
t i
SELF STORAGE
EXIT 7
v
GENERAL NOTES (I L L U M I KAT ION)
1. All work shall be in accordance with the City of Renton
Standard Specifications and these plans.
2. The locations of features shown are approximate and shall be
verified in the field by the contractor as necessary.
3. Install all street lighting materials shown on the plans,
except as noted. All materials shall be new and of the best
available grade or quality, except as noted.
4. The contractor shall submit a request to the City of Renton
for materials approval at the earliest possible date.
5. All work shall be consistent with utility agency
requirements. The contractor shall contact all pertinent
utility agencies 48 hours before commencing work, and shall
coordinate the work with the utilities throughout the
project.
o. The contractor shall be responsible for any damage to
existing utilities. The contractor shall notify the affected
utility company and the City immediately upon damage.
7. The contractor shall notify the City of Renton Traffic
Engineering Division (277-5570) for inspection purposes, 24
hours before commencing work. No work shall be covered until
it has been examined by the engineer.
8. Light pole shall be spun aluminum davit style (8' arm) light
standard with 250 watt h.p. sodium vapor luminaire and lamp.
Mounting Height 30'. Pole number shall be 3716F.
9. Junction boxes shall be Type "I" with concrete pad. See
details.
10. Conduit shall be 2" PVC, SCH 40 with 2 #8XLPE USE-CU.
CHECKED FOR COP.;►'LIANCE
TO CITY STAtzjr1 DS
ly �r/,•� r Date 2-/S • .9
1= Date L -,/r3 - j l
Dz, to 7- Y(5-
RL-COMIAENDED
FOR APPROVAL
Bar
ha C01�`Z f :t
1
c�
•1 • Z
k'
7 :3/1v
SITE DEVELOPMENT SERVICES
310 208TH ST. S.L.
BOTHELL, NA. 98012
481-9687
1-3)- 9I 1{cvi'sed per• C4. Commen%s
I 1-10-91 Cif °-F Re.n_�on .r1,Si00S
REV DATE DESCRIPTION
PROJECT
MANAGER
ARCHITECT/
C Ai!_IK IC C❑
DATE
DRAWN BY
DATE
CHECKED BY
/ /
r
R -
P IGNT OF \MAY
IMPROVEMENI-T PLAN
r
Ruhl-Parr & Associates
Architects Planners . A Processional Service Corporation
3625 132nd Ave. S.E. Suite 100 (206) 644-4000
Bellevue, WA 98006-1399 FAX (206) 643-4115
DRAWING TITLE DRAWING NO
�O
,JOB N MBER PRINT DATE
88-730
6ZANnE0 MAR 2 8 2%3 -