HomeMy WebLinkAboutR-398201HORIZONTAL AND VERTICAL CONTROL:
'^ ROW CENTERLINE NEW ROW
Ch RTK (GPS) OBSERVATIONS IN A HALT NE 10TH STREET EX. ROW
(0 WASHINGTON STATE REFERENCE 'W � FLU H WITH EX. 1 30' 2.5' ROW DEDICATION
0 NETWORK. -RNC, JOINT DRLs EWAY APPROACH JOINTI
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0 SITE BENCHMARK�- --- w PLANTER STRIP SIDEWALK
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ELEVATION 347.60' r > a., I `I CONSTRUCT 18' WIDE Know what's below. 4 I 2 MATCH EX. PAVEMENT
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° PER COR STD. PLAN 10414 ,� Y 9 EX. ROA AY
0 CROWN 1.5%
HORIZONTAL GRAPHIC SCALE
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x3o JUST ELECTRICAL-BOX I �' VERTICAL SAWCUT 4" CRUSHED SURFACING
"SIDE SEWER I ° I TT
FINISH GRADE
W @ 2.00% MIN. I o . ,I 3 0 6" HMA CL y" PG 64-22 TOP COURSE (CSTC)
CY > SEE SIDE SEWER NOTES ,IST I
INSTALL CONC. PAD 4" CRUSHED SURFACE4" CEMENT
O I 9 w PER ORS DCONCRETE LA002 SIDEWALK
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TO FINISH G DE I Q
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J I. ; EX. BUS SHELTER w CURB & GUTTER O
2" BARK OR WOOD CHIP MULCH I
J w w w ° • w - ,V✓ m PER COR STD. PLAN 101 (,
= PROPOSED SHELL I NE 10TH STREET - TYPICAL SECTION
U) FOOD MART WALKWAY R CONSTRUCT I Q
I_I_ 1 CONCRETEw SCALE: NONE
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>, , v, ROW CENTERLINE
"WATER SERVICE LINE i. `bs I ROW NE SUNSET BLVD
BUS 50'
CONSTRUCT CEMENT CONC. SIDEWALK S•
° PER COR STD. PLAN 102 AND F007 3 g I N 212' 8' VARIES
( N SIDEWALK PLANTER STRIP
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O o I VERTICAL SAWCUT& VARIES I
0 o s''° MATCH EX. PAVEMENT 0.5' VERTICAL
Z UELING ISLAND ,:I Q 1.5% SAWCUT
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SAWCUT &CONSTRUCT 17Cf
.8 I 2 4" CEMENT CONCRETE SIDEWALK 4" CRUSHED SURFACE d
W • roP 4ss I CONSTRUCT CEMENT I 0 � PER COR STD. PLAN 102 TOP COURSE (CSTC)
n , 1i, 4• PVC N' 4e s ASPHALT PAVEMENT TO TRANSITION I U, C NC. TRAFFIC CURB GU ER
N TO MATCH EX. PAVEWN '^
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N ® ® I o I PR COR STD. PLAN 1 1 vJ 12" TOP SOIL TYPE A CEMENT CONCRETE TRAFFIC
---------------------_-------- ( 1 CURB&GUTTER
li •' 1 I W 2" BARK OR WOOD CHIP MULCH
PER COR STD. PLAN 101
Un
NE SUNSET BLVD - TYPICAL SECTION
SCALE: NONE
10' PERF. STUB-OUT f l ACTUAL 6_" PVC SD @ 2.00 % " ; • 1: 3
CONNECTION I I SEE ONSITE-CNRFCAN, ^SPHPPkOTECT EX. I - e PROTECT EX. (;B I FUELING ISLAND NOTES
SEE ONSITE CIVIL PLAN I I (BY OTHER) CROSSWALK SIGNAL I " ' l 1 iov a4s.3 -_ _ __ _ 1. DESIGN FUELING ISLAND TO CONTROL SPILLS (DEAD-END SUMP OR SPILL
(BY OTHER) I I ----349-_ __-- 1 " I Hzo *�-'e CONTROL SEPARATOR IN COMPLIANCE WITH THE UFC OR IFC AND TREAT THE
I TBM NAIL I°' e N-S 3436 ) LEGEND
347.60 (NAV 88) STA 20+40.53 :SID COLLECTED STORM WATER BEFORE DISCHARGING IN INTO THE SEWER
Z (49.13' LT) t ' • ' C NSTRUC OPl gpIS
SYSTEM. PROPERTY LINE
--- 348-______, Q PHALT STEEL POST (Tl'P) , , r TY E1A
EXTRUDED ca O 4 1064• . > 5 rv�- ° I SE DETAIL ON SHEE C2 1 2. THE CONCRETE CONTAINMENT PAD AROUND THE FUELING ISLAND SHALL- - - - - - - - - - - - - ADJACENT PROPERTY LINE
OURO --.a 3aT3 U / SrAub u yaGe DRAIN TOWARDS DRAINS; EITHER TRENCH DRAINS, CATCH BASINS AND/ORA
E SAWCUT &CONSTRUCT Hz Taav v" cONc.P 45 25 v1 3�ire^Dv / PIPs : °� ( DEAD-END SUMP. THE SLOPE OF THE DRAINS SHALL NOT BE LESS THAN 1 — — — —ROW CENTERLINE
ASPHALT PAVEMENT w aass yx" POR PH as a w 'S,T 10+57. / :I PERCENT.
TO TRANSITION (32.5' RT) / C
TO TCH EX. PA�/NTT —' —' — �2?j+---'-- --- --- - ADI - rj caoss wAua I 3. THE FUELING ISLAND SHALL CONTAIN A ILL OR BERM RAISED TO A MINIMUM — — ROW LINE
J °-y 36438,71 E , ,� •'• 3 aA
= 0 359' I OF FOUR INCHES TO PREVENT THE RUNOFF OF SPILLED LIQUIDS AND TO ASPHALT PAVEMENT
a 25 . , - p0 90.1 _ ° •..� . / 1 D� PREVENT RUN-ON OF STORMWATER FROM THE SURROUNDING AREA.
m D PAINT ,. •ri s
m PAVEMENTONCRETE
p'F 1 PROTECTX.=ELECTRICAL BOX I SIDE SEWER NOTES:
oSp3" cc 3°." Sar' cc y AND INSTALL A NONSKID LID &
"' ' •`•' r m M TCH FI ISH GRADE
STA 11+39.81 (19.9 1. CONTRACTOR SHALL CONNECT TO THE ISLAND POLLUTION PREVENTION D PLANTER STRIP
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RT) I /'i Un -
MATCH EXSYSTEM AND THE BUILDING.
.
CONSTRUCT CURB RAMP TYPE 7A }d9
o CURB & GUTTER----- t — -- SEE OXTAIL O SHEET C2� 2. CONTRACTOR MUST INSTALL CLEANOUT FOR THE STUB.
R=10' STAA0+90.34 (11 RT) Q I ,A TAX PARCEL NUMBER
i R=10' r[ PROTECT EX. v,
CONSTRUCT TRANCE LEGAL DESCRIPTION
o PROTECT EX. 7e SIGNAL POLE CRSS K 1 TH STA 10+00 = 7227801201
DRIVEWAY ENTRANCE o
POWER POLE M S SET STA 20+00 R-398201 W
i PER COR STD. PLAN 104.4 ccNTERUNE Euow
_ w �" w RENTON HIGHLANDS #2 CORRECT PLAT SWLY 125 FEET OF SELY 90 FEET. �
— — t — •— — 11-- — — — — •" — — +
— ry IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ED SO `fig SD — SD — SD — Sb a , RESTRIPE & REFRESH 3 10+ U)
SD — SD SD �, SD ®0 CH29SSWAL H 0 I
CD SOLID LID SDMH P 3478 S WASTEWATER UTILITY DEVELOPMENT ENGINEERING
TOP 3445 TOP 344.E AS NECESSARYLacHrD U
Is OCKED LOOKED �F- SDMH 0
° o NE 10TH STREETSIMILAR TO NE SUNSET BLVD TOP 3151 dchristen 12/07/2017 Justin Johnson 12/12/2017 J
CKED
TOP .144.43 — SS B9� SS q1� 55 CR SS / .A.,e� I W
H2O .441.5 SS
— — �'' --- REGIONAL FIRE AUTHORITY I
SQ DIRT COVER Du - ss S5 y . SURFACE WATER UTILITY
— ss — - % APPROVED �® rstraka 12/08/2017
c1homas 12/07/2017
SURVEYED: G°pyE. °AIE: W
/''` � Joe No. RENTON SUNSET SHELL C-STORE 10-20-2017
(`� r r 1 J �1 p VERTCAL:NAVID1M z
P BGil L L C Y�pY RASH, 817370 DESIGNED: 1"=10' HORIZONTAL NAD 1"SIG11 2800 NE SUNSET BLVD 707D
BOOK ,.^ H. H. PHAN CITY OF RENTON, WA 98056 PAGE: U)
n Land Planning • Civil Engineering " DRAWN: DRA NGNO: z
H. H. PHAN DATUM RENTON
5130 South 166th Lane 10- n cxecxEn: oNE lxcx
°42015 IS, IAT FALLS
g 9 P PAVING AND GRADING PLAN
SEdTdC, WA 98188 '`po <crsTea N Planning/Building/Public /Buildin /Public Works Dept.
T 206 229-6422
TONAL DOME ACCORDINGLY OF. Z
aL N0. REVISION BY DATE APPR
FIR°wo- AND SECTIONS 1 5 LU