HomeMy WebLinkAboutTED4003451.14POR OF THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M.
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f c5 W XFR `r - - - / mn 12" IE CONC 496: 66 EX. CUL VER T -/ r I t Uh' 46,s. 9-Y i v ac #Tr.MV vcu ncunv TOP 4 71.82
,o EX. TMH EX PPT 12"' ONC 501.95
EX. CULVERT X. UTP I, 12" IE CftP 481.99 N... EAST PROPERTY LINE 12" IE CMP 469.52 N
-X. CUL VERT I �� EX. CUL VERT
12"tE CMP 5 OS W/UNDERGROUNDEX:= CULVERT 12" IE CMP 469.62 S
12"IE CONC 510.19 EX. VERT W/ XFR 12" IE CMP 482.19 S.. AT COMPLE77ON OFEX. CB 8371 12 IE CPT 507.62 CONDUIT /E 1, )NC 503.52 8 lE CPP 486.70 fRONTAGE IMPROVEMENTS
CUL VERT EX. CUL VERT EX. CUL VEt? T "lE CONC 512.36 TOP 513.23 EX. CUL VERT EX: S GN12" IE CONC 510.72 N 12 /E CMP 499.29 �9xOKEN CONC WALL lTARY 12" IE CONC 503.87 EX. GRAVEL ? �:._12" lE CONC 510.78 S I EX 'UTP8+45.00 3.00 LT AS RE 12" lE CONC 510.81 E ��� PE1? AlE EX.CULVERT EX TRBEGIN SAWCUT AND PAVEM RUR NITARY DESIGN DRANNVGS 12 IE CONC 501.26 �EX. FG
RESTORA77ON FOR SANITARY EX. WOOD FENCE
SEWER CONSTRUCnON CONSTRUCnON W/GONG BLOCK POSTS GRAVEL EX. FH
. VEL EX
EXGRA'CULVERT
12 ' IE CONC 513.00 O EX. CB 8366
TOP 514.44 ,
12" IE CONC 511.64 N
12" !E CONC 511.56 S
W
co
OV7FAL.L
T OUIFALL
GRAVEL ACCESS
NIL E A VENUE NE
(SEE ROAD SEC770N, SHEET 16)
CS 1, TYPE 2 60" ROADI PEDESTRIAN CORRIDOR
TYPE 2-54 4-3
19+39.00,
20.08 L T (CIR STCR)
�t•�` t tt. 21._25' LT (CM. GRATE).....CIO
:...t t
W/ FROP-T RISER {NO RESTR/CTOR)
FOR SPILL CONTROL
y
PER KC STD -D WO.. 27M,
5 LONG ASPHALT
i
t
• S I... _.�, tt t APER 70 MATCH 00SW
EX. OUTFACE A EX. CONC BLOCK
24 IE CMP 451.19 41+ WALL
EX STREET" EX. CB 10202 EX CB 10180
SSMN 10301..... TOP 460.96
f?lM 460.67 EX ASPN 12" IE CPP 458.8 N (IN) TOP 455.59 EX SSMH 10126
EX. YD 8" IE
CPP 452.86 W (OUT) RIM 467.50
: • i t i ..,{ 8" (IN E...:OUT N) - 12" lE CPP 458 82 S (OUT) END NOT LOCATED) 8" (IN S, OUT W)
"`" i I t CTR ,CHANNEL 451.95 �1# fX. CONC
- ----
�. / EX CONC DLOCK CTR CHANNEL 460.26
' f t i EX. 2' WIDE CONC
--MMO �( / ,__ t I i EX CARPORT WALL
i t t EX GA LINED SWALE EX. 'DEAD END"
TE
HOUSE EX. CULVERT 10107 N END
- t i i ,t YD EX HOUSE
EX. GATE - : 12" IE CONC 463.37
-- EX CUL VERT 10108 SEND
I ,
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p f..
r- i i i 4 o I " FX W001: 8„ IE CPP 463.64 NW
:w. � i 45.:,.. I a
o EX. CULVERT 10140 S END(NW ..END NOT FOUND)
�� i
SRNA 456 p...... 12" IG CON<G 450.25
O -STREET- � �i�' i � '...t I j LI' �1 IEX %i� � p
- J, ?c �X X ` EX SIGN
EX. MR
b GN
,
4100
EX..FO-G-'LINE .
19
2
YEL.i6W,
L STRIPING
WEX.
FOCI
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EX.:.
-
TP -
6' CONC. neANSI noN
z
" i'
RAMP PER KC 'STD
DWG
NO 4-004
1.9+15.00. 2 .
T
END C(JRB, GUT7ER
AND SIDEWALK
INSTALLOLLARDS
PER DETAIL, 'SHEET 20
EX. 2.5 METAL
GUARD RAIL10,
EX. "ROCKIN HORSE
Zw
DANCE BARN"
EX. "DEAD END "
EX. CROSSWALK-
EX- _ ---
TL
12" !E CONC 458.89 E ON)
41
12" IE CONC 458.84 NW (OUT)
Zt
EX. CB 7857 TYPE 11 48"
TOP 460.37
12" IE CPP 456.64 S
12" IE CONC 457 37 SW
12" !E CONC 456.64 SE
12" IE CONC 456,64 NE
18" IE CPP 457.07 N
18" IE CMP 456.97 W (OUT)
Lam. JIhN
EX CROSSWALK
EX. CB 7856
TOP 459.90
18" IE CPP 457.25 N
18" IE CPP 457.25 S
EX. CB 10328
TOP 460.53
12" IE CMP 458.88 E ON)
12" IE CONC 458.88 SW (OUT)
EX. SDMH 7863 TYPE 11 48"
TOP 459.68
24" IE CMP 451.88 NW
12" IE CONC 453.60 E
12" IE CMP 454.75 S (TO BE PLUGGED)
18" IE CMP 455.83 E
(BRICK CONSTRUCTION)
18" !E CPP 461 82 N (IN)
18" IE CPP 460.58 S (OUT)
EX. 'ADOPT -
A -ROAD"
TOP 463.06
18" IE CPP 459.30 N (IN)
18" IE CPP 459.22 S (OUT)
EX. C8 10196
TOP 462.00
12" IE CPP 459.26 S (OUT)
EX. CB 10390
TOP 461.44
18" IE CPP 457.82 N (IN)
18" IE CPP 457.79 S (OUT)
12" IE CMP 465.37 N (IN)
12" IE CONC 465.19E (IN)`:.
18" !E CONC 463.40 S (OUT)
EX. CB 10359
TOP 466.63
18" IE CONC 464.15 N (IN)
18" IE CPP 463.40 S (OUT)
NOTE. ALL TRENCH RESTORA 7701V SHALL BE PER
7HE CURRENT CITY OF RENTON TRENCH
RESTORA 7701V AND STREET OVERLAY DETAIL
PER SEC7101V 7 REQUIREMENT FOR PATCHING,
OVERLAY, AND OVERLAY MD7HS; IF 7HE OUTSIDE OF
THE TRENCHING IS WITHIN THREE FEET (39 OF ANY
ADJACENT LANE LINE, 7HEN 7HE EN77RE ADJACENT
7RA VELED LANE AFFECTED SHALL BE REPA VED.
R-345 136
STREETLIGHT NOTE: FOR S7REE7LIGHT
DETAILS, SEE SEPARATE PLANS PREPARED
BY 7RANSPORA nION ENGINEERS N.W. (TENW).
APPROVED BY KING COUNTY ON 71-7/08.
SCALE: 1" = 40'
0 20 40 80
SEE SHEET 14A FOR STRIPING AND SIGNAGE PLAN.
NO7E.-
SA*CUT AT EXIS77NG FOGLINE, OR AS SHOWN, TO
PRONDE A CLEAN, VER77CAL EDGE FOR JOINING 70
THE NEW ASPHALT. SEAL NEW JOINT AND OVERLAY
HALF -STREET ONE INCH OVER SANITARY SEWER
TRENCH, PLUS A PRE LEVEL COURSE. THE
REQUIREMENT FOR OVERLAY MAY BE WAIVED BY
THE ENGINEER OR REVIEWING AGENCY BASED ON
7HE CONDI71ON OF EXISTING PA VEMENT AND 7HE
EXTENT OF REQUIRED CHANGES TO
CHANNELIZA770N.. COORDINATE WITH INSPECTOR
DURING CONS7RUC770N.
LON OF EXIS77NG U77LI77ES SHOWN IS
APPROXIMA TE AND MA Y NOT BE ACCURA TE OR ALL
INaUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILI TY TO FIELD VERIFY L OCA 77ON OF
U71LI71ES PRIOR TO PROCEEDING WITH
CONS7RUC7701V. YOU MUST CALL 1-800-424-5555
NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE
BEGINNING EXCA VA 7701V WHERE ANY UNDERGROUND
U77LITIES MAY BE LOCATED. FAILURE TO DO SO
COULD MFA)V RFARING SCIBSTAN77AL REPAIR COSTS
G, . -ked for Compliance to City Standards
TRLkD
ASSOCIATES
12112 115th Ave. NE
Kirkland, WA 98034-6929
425.821.8"8
425.821.3481 fax
800.488,0756 toll free
www. triadassociates.net
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RICHARD A. TOMKIN$ PE
PROJECT MANAGER
MARK S HARRISON, PLS
PROJECT SURVEYOR
RICHARD A. TaWHVS$ PE
PROJECT ENGINEER
J9 TREY L COX ASLA
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 8120107
SCALE: H0111Z.: 10-40' TMNIA
4-
STAMP NOT VALID
UNLESS SIGNED AND DATED
I
i 6' t _ £-� 4 je' 3 6:� Q 2012 TRIAD ASSOCIA
JOB NO. 01- O47
SHEET NO. 14 OF 21
i �Z-34S ,4