HomeMy WebLinkAboutS-398201HORIZONTAL AND VERTICAL CONTROL- I I I N ROW CENTERLINE NEW ROW
Cr) RTK (GPS) OBSERVATIONS IN �•,ALLT NE 10TH STREET EX. ROW
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O' +Q ,) CONSTRUCT 18' WIDE Know what's below. q MATCH EX. PAVEMENT
ELEVATION 347.60' p."" s o :. �:' k;'i 0.5'
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••p: ASPHALT k''^" �'•e " •' �' PER CDR STD. PLAN 10414 N o
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OT:CT EX:'L,UMINAIRE N 1 inch = 10 ft.
1;{; .: ! �s9 JUST ELECTRICAL BOX I N VERTICAL SAWCUT
"SIDE SEWER + 1 4" CRUSHED SURFACING
: " . J T FINISH GRADE a TOP COURSE (CSTC)
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a n 2" BARK OR WOOD CHIP MULCH ti
J w w w W. W,' v PER COR STD. PLAN 101
= PROPOSED SHELL NE 10TH STREET - TYPICAL SECTION
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k<;:};:BUS o- 50'
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" PER COR STD. PLAN 102 AND F007 :i;: `.'� 3 g I w 2' 12' 8' VARIES
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' N N SIDEWALK PLANTER STRIP 1,
" + ' I VERTICAL SAWCUT 8 VARIES
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IjC>a". 7 y.' 48.9 ASPHALT PAVEMENT TO TRANSITION „; r 14 CONIC. TRAFFIC CURB 8 GU ER
TO MATCH EX. PAVE NT
� R COR STD. PLAN 101 E TRAFFIC
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coV, 12" TOP SOIL TYPE A
W PER COR STD. PLAN 101
N Z NE SUNSET BLVD - TYPICAL SECTION
SCALE: NONE
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SEE ONSITE CIVIL PLAN I I (BY OTHER) CROSSWALK SIGNAL TOP 74s.7 1. DESIGN FUELING ISLAND TO CONTROL SPILLS DEAD-END SUMP OR SPILL
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(BY OTHER) I I 34g_____________________}," :,, ,. ? HZO +/-ts" CONTROL SEPARATOR IN COMPLIANCE WITH THE UFC OR IFC AND TREAT THE
I TBM NAIL I ; 1 N-5 343.E 1 COLLECTED STORM WATER BEFORE DISCHARGING IN INTO THE SEWER LEGEND
L 347.60 (NAVD88) STA 20+40.53 I SYSTEM PROPERTY LINE
(49.13' LT) 1` ``' I?: .:... > '.' NSA
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_______________ O fPHALT 57 'DST (TYP) :., : ... > . . I fA. jy.''{ TY E 1AU gD T� S
EXTRUDED CB O ?: ...' P.' > ° :'� S DETAIL ONSHEE C2 v 2. THE CONCRETE CONTANMENTPAD AROUND THE FUELING ISLAND SHALL - - - - - - - - - - - - - ADJACENT PROPERTY LINE
1o.64' DRAIN TOWARDS DRAINS; EITHER TRENCH DRAINS, CATCH BASINS AND/OR A E
CURB TOP 347.3 Q ::+":` STAND U '+ ; 'SA 6
E SAWCUT &CONSTRUCT O "3 �:>:'':_" PIPE ( DEAD-END SUMP. THE SLOPE OF THE DRAINS SHALL NOT BE LESS THAN 1 - - - -ROW CENTERLINE
o H TRACBP 95 CONCP I NE 345.25 '-• '" : t::.
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ASPHALT PAVEMENT w 44.ss FOR PH o f " ''" D l u PERCENT.
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ROW LINE
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I
o T T HEX. PAVET O C
r o', 3. THE FUELING ISLAND SHALL CONTAIN A ILL OR BERM RAISED TO A MINIMUM
3
F FOUR INCHES T PREVENT THE RUNOFF F SPILLED LIQUIDS AND T - -- __ O O O O O O O ASPHALT PAVEMENT
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3 c DoHte '. >. • e,'. ' ?::� 1, PREVENT RUN ON OF STORM WATER FROM THE SURROUNDING AREA.
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m CONCRETE
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yL& AND INST LL A NON-SKID LID &
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a r .�. �+ i N
� STA 11+39.81 19.9' RT, " i ' SYSTEM AND THE BUILDING.
rn MATCH
EX� ...... ..,... .........>....>......a................... ..-...,...,:t:<:�•.:�>;.:..�;;�::;::.,:>;,::::;.;;a.:::';;`;":'.:`j�'".'<'<..zW CONSTRUCT URBRAMPTYPEIA -
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3 CURB &GUTTER :. 2. CONTRACTOR MUST INSTALL CLEANOUT FOR THE STUB.
R=10' STA.16+90.34 (16' RT)" O SEE TAIL O SHEET C2 I N
R=1o' PROTECT EX. I N TAX PARCEL NUMBER
INSTRUCT 25' WIDE
S t PROTECT EX. DRIVEVY�IY ENTRANCE o SIGNAL POLE CROSS 10TH STA 10+00 = LEGAL DESCRIPTION 7227801201
POWER POLE PER COR STD. PLAN 104.4 DEN NE uow o S SET STA 20+00 p
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W �a W RENTON HIGHLANDS #2 CORRECT PLAT SWLY 125 FEET OF SELY 90 FEET. S-398201 R-398201 W
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RESTRIPE &REFRESH 3 10+00
SD SD Sp - SD - SD - SD - Sb - SD - ���47
CB SOLID LID SDMry 'D -�' SD - E90 �D$6��7OP 347.H SD WASTEWATER UTILITY DEVELOPMENT ENGINEERING
i TOP 344.0 rOP J44.7 a AS NECESSARYLocuEo •+ + V
J �- OCKED N CB ,;ED NE 10TH STREET SIMILAR TO NEE SUUNSET BLVD J p 70PM �8,1 In dchristen 12/07/2017 Justin Johnson 12/12/2017 J
m TOP .*4.43 ,', � _ SS'• 'I V SS LOCKED'•N'- 3 I W
m sQ DIR1-H2OT ¢OVER ON _ SS SS SS S' 0 REGIONAL FIRE AUTHORITY s ,
SS -- SS �yy 1 �, I N APPROVED o z SURFACE WATER UTILITY
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sa rstraka 12/08/2017
o JOB NO. SURVEYED: SCALE: DATE: W
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I �\B�, L L FAA vEONTAL'NAVD NAD1Ism z
�, r N�, COf T�pY Wgyy� -13-10 DESIGNED: 1n=10' HOFEONCAL. NADI9SS'7%1 2800 NE SUNSET BLVD FIELDSOOK:
Land Planning • Engineering 0.e A* DR N: PHAN a CITY OF RENTON WA 98056 FADE. U)
n Civil En Ineerin DRAWN: DRAWIN N : Z
5130 South 166th Lane Io- n H. H. PHAN ONE INCH DATUM RENTON
CHECKED: u
Y SeaTac, WA 98188 �a, R� STA FNODT H Planning/Building/Public works Dept. PAVING AND GRADING PLAN
`o �gTDNAL' SCALE ACCORDINGLY SHEEP: OF: Z
T (206) 229-6422 �FRD�°' AND SEC'nONS 1 5 W
J N0. REVISION BY DATE APPR �