HomeMy WebLinkAboutTED4003417.12ROW
ROAD
9
26' ACCESS EASEMENT
3' 20' DRIVEWAY
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6" CRUSHED ROCK
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10'
>18' TRAVEL LANE
VARIES
30' RIGHT OF WAY
EXTENT OF RIGHT-OF-WAY IMPROVEMENTS 2'1
0.5'
SAWCUT--\ 6.5'
6' 5'
SIDEWALK PLANTER
�, I, I ' � \ '\ CONC. SIDEWALK _
.. CLASS I" "EXA
STD PLANS
O 6"CRUSHED ROCK 7
NOTE MUST MATCH EX. 8" WATER MAIN EXISTING THICKNESS
DEPTH APPROX. OR GREATER CONC. CURB
GUTTER PER C.O.R.
STD PLAN FOO'
EX. 16" GAS MAIN
,DEPTH APPROX.
S 23RD STREET (NORTH HALF)
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BRASS DISK
IISI TED 7106
S 114 COP. OF SEC. 19-213-
CITY OF PENTON MON #116,)
NOT VISITED
N 170, 576, 8734
F_ 1, 297, 883.4377
AS"
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FOR FUTURE USE CB 1
(TYP) W/ SOLID LOCKING LID
1 +25.39, 200.95' R T
X. 8' HIGH I/
6"SD STUB FOR
TAINING WALL L i ROOF AND FOOTING
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8" SS ® 1.09 i
EX. SSMH 20' PUBLIC
RIM=224.99
IE=215.19 SEWER SSMH 1
EASEMENT
6" SEWER STUB 1+30.68, 192.96' RT
2.09 MIN.
(TYP)
2 3
FFE 226.5 FFE 226.0 I
N
EX. HEDGE
LINE v'
obi
CB 4
2+ 17.83, 108.25' R T
CB 3 228.16
+84.02, 1OZ41'RT
228.10 3 4" WATER
EXISTING SHED-",,,
HED SD IE.• 225.09 METER (TYP)
WA TOP: 224.52 1 O' PRI VA TE
DRAINAGE
45 -4 WA EASEMENT
N_8_8 3126 11w 43.83'
----------------1+20.34 _- --- I 34'-12 SD 55=12" SD
END ROAD A 91
PA TI!,, 2+24.66 11 .43' RT
4'=90' BENC (MJxMJ)
Lwwj
W CONC BLOCKING I 2?_8
�T/T/TTT/T/77/7/T/T/T/T7%7 12' 1 + 79.24 114.30' R T
f� IN 1+12.49 ROAD A I DRIVEWAY 4" CAP (MJ)
0+00.00
V DRIVEWAY LOT 3 O (I I 20' PRIVATE ACCESS & 2" BLOW OFF ASSEMBLY -�
3 PUBLIC UTILITY EASEMENT W1 CONC BLOCKING
EXISTING U
� 0+43.83
/ HOUSE J END LOT 3 DRIVEWAY
20' DRIVEWAY FFE 230.0
L/L//1/11L 'LlL1/1/111
NI
26' PRI VA TE 'fi/
ACCESS 0 PARKING" SIGN
EASEMENT 230
CEMENT CONCRETE DRI VEWA Yc�
INSTALL 2" ASPHALT RELOCATE EX. WATER o I ENTRANCE TYPE 2 PER C.O.R.
BERM TD CONVEY METER AND SERVICE STD PLANS F004.OV71 Set:& t eemoe t-.hg\
DRAINAGE 00 EX. FOR LOT 1 2+2Z40 5.02'RT
EX. FIRE CURB " (NOT CONSTRUCTED)
HYDRANT INT 2+28.53 S 23RD ST I 8 x4" TAPPING TEE (MJxFL)
0+00.00 ROAD A IIA 14- GATE VALVE (FLxMJ)
EX. ? WA — HP — —❑HP — —❑HP— ❑n��
z— w — — —w-- w w— w-- —w-- w — --w--
REPA/R DRIVEWAY TEMPORARY ASPHAL T RAMP7777
AS NECESSARY TRANS1T7ON TO EX. GRADE I 5
— EX. 16" G1 ' MAID _
HP
—E 10:i TAPE — — - G 6 _ � --G — --
—__-- — — ---�— — — --_ — — — — — — ------_--
16 5f 18' LANE TYPE 2 SUPPORT W1 3 MAILBOXES
EX WA . _ PER C O.R. STD PLANS H027 - H029
--W —W W—>rW-
-+Op 2+00 S89 °56 56 E 616, 6M) 61.6: tt
R0- W - --- -1- 589 56 56'E 659. 6SP 265�
- - ROAD-
0
"o
SQUTH 23ROr STREET
1p
EX " WA
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3/1J108
SURVEYED'
PRO, IFCP MANAGER:
BRAN J. DARROW,, PE
SCALE:
VERTICAL: NAVD -.988
HORIZONTAL NAD 1983/1991
I
-.
-._
-_....
DATUM
e
PROJECT ENGINEER:
NN°'OLE HERNANDEZ, Pt
ONE INCH
u
PROKCI DESIGNER:
""AN M. AL-KAHTANI
AT FULL SCALE
IF NOT ONE INCH
P 1 c,
BY
DATE
APPR
SCALE ACCORDINGLY
Rm 3 41716
N
i CALE: 1 = 20I
7 1❑ 2❑ 4❑
NOTE:
ALL STA 71ONS & OFFSETS
ARE FROM SOUTH 23RD
STREET UNLESS OTHERWISE
NOTED.
NOTE.
PROVIDE 1.5' M/N. VERTICAL
SEPARATION BETiNFEN ALL
UTILITIES UNLESS OTHERWISE
NOTED.
NOTE:
ALL CATCH BASINS TO BE
TYPE 1 W/ STANDARD GRA TE
UNLESS OTHERWISE
SPECIFIED.
UNDERGROUND UTILITY NOTE:
UNDERGROUND UTILITIES ARE SHOWN /N THE APPROXIMATE
LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES
ARE SHOWN, OR THA T THE LOCA 710N, SIZE AND MA TFRIAL IS
ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL
INDICATED PIPING WHERE C.?OSSING, INTERFERENCES, OR
CONNECONS OCCUR PRIOR TO TRENCHING OR EXCA VA 710N
FOR ANY PIPE OR STRUC7URE5� TO DETERMINE ACTUAL
LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL
MAKE THE APPROPRIATE PROVISION FOR PRO TEC77ON OF
SAID FACILITIES. THE CONTRACTOR SHALL N077FY ONE CALL
AT 1-800-424-5555 AND ARRANGE FOR FIELD LOCA77ON
OF EXIS77NG FACIL171ES BEFORE CONSTRUCTION.
CITY OF ROAD 4ND U ILITIES LAN 61312008
I
RENTON PARK V I E WA .S P PAGE--
DRAWING NO.i
ding/Public Works Dept. LIJA 136- 2-SHPL
L. N D- 2 0- 0 4 7 0 SEAT: - °F: I. I
0-31407D
:5'34 1 2v/