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\ \ \ // �� //c� / ®/ -.5. \ _ - J 14 EXISTING GAS VALVE BOX TO BE ADJUSTED TO GRADE BY OTHERS.
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// _ \_ _ _ _ _ _ _ _ _ — _ - — _ V COORDINATE WORK WITH UTILITY REPRESENTATIVE.
// / / / O / / 15 ADJUST EXISTING WATER METER BOX TO GRADE PER STD. PLAN 320.1.
JESSICA AND DONOVAN / I y / / / SEE SHEET 11 /WD-1.
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SYDOW / `' \ 16 CONSTRUCT CURB RAMP PER DETAIL(S) SHEET 27/RP-1 TO 31/RP-5.
#214480 0206 I 4 5 (TYP)� / / / 12 '.`::;s ;::..,:: c.: `-s: .% \
/ S +'""` ' ; _"•:' MINTER LLC 17 CONSTRUCT SIDEWALK END RAMP PER DETAIL SHEET 20/RD-6.
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#214480_0295 18 CONSTRUCT TRAFFIC CURB AND GUTTER FOR PEDESTRIAN REFUGE ISLAND
24 / \ � •' •, \ PER DETAIL SHEET 20/RD-6. SPILL CURB NOTED.
���`►` �(TYp)\\ EX. MH \\ \ 19 ADJUST MONUMENT CASE AND COVER TO GRADE PER THE SPECIFICATIONS
w �y 20//� \ STA.=103+00.4, 4.9' RT AND STD. PLAN HR-04, SEE SHEET 22/RD-8.
`G� / + 16 9 / / \\ \ 20 CONSTRUCT LANDSCAPE BLOCK WALL PER DETAIL SHEET 26/RD-12.
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a5 / 3 / `' _ _ / \ DON YOUNG \ \ 21 CONSTRUCT CONCRETE DRIVEWAY REPAIR.
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�3 // 17 a ' / \ \\ # \ 22 INSTALL BUS PAD PER DETAIL SHEET 26/RD-12.
0 5 `� \ > / 16 \ \ 23 INSTALL PERMANENT VIDEO DETECTION PER THE SPECIFICATIONS.
0 0 //% / $ G\ 13 `� ��/ \\ \ \ 24 ABANDON EXISTING STORM STRUCTURE AND STORM PIPE PER THE
FRED YOUNG SPECIFICATIONS.
a /..ti; G C, / #214480-0306 25 REMOVE PAVEMENT TO TRENCH PATCH JOINT, 4' TO 5' WIDTH.
N /"j �' / 21 20' 10' 0 20' 40' PAVEMENT REPAIR PER STD. PLAN (MOD) - 103, SEE SHEET 23/RD-9.
c\lSAWCUT AND REMOVE 12 WIDTH CONCRETE SIDEWALK. TEMPORARY
N s RESTORATION PER COR STD. PLAN - 103 (MOD), SEE SHEET 26 RD-9.
//M1 _ a, •l :r .v,, ?i \ �' 7. SCALE: 1 "=20' 26 "
o / S 17 8 \ 27 SAWCUT CURB AND GUTTER TO NEAREST FULL JOINT AND PROVIDE CLEAN
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/ \ PAVING PLAN NOTES
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s 1 CAUTION: POTENTIAL UTILITY CONFLICT. VERIFY (POTHOLE) EXACT 1 LF 8 PV
300 ....... .... ......:..........:. ........:....................:.:::::::::::::::::.:......"....:.......................................... s=0:008:::::... 300
LOCATION AND DEPTH OF EXISTING UTILITY. SEE ORDER OF WORK. 9.'t LF 8 PVC-
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.............................................................................................................................................................. ...:....................................:...................:...................;. :...................
2 EXISTING UTILITY TO BE REMOVED/RELOCATED BY OTHERS. COORDINATE
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WORK WITH UTILITY REPRESENTATIVE. SEE GENERAL NOTE 2, SHEET
1 /G-1.
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3 EXISTING UTILITY VAULT MANHOLE OR FIRE HYDRANT TO BE ADJUSTED ..... ... ..... ..... ....... ....... ....... ....... .. ..
� 295 295
TO GRADE BY OTHERS. COORDINATE WORK WITH UTILITY
...... .. .................. ............................... ...... ........ ........ ........ ..... ........ ........ ........ ........ .........
o REPRESENTATIVE. SEE GENERAL NOTE 2 SHEET 1/G-1.
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0 4 PROTECT EXISTING UTILITY POLE, PEDESTAL, VAULT DURING
o, CONSTRUCTION. SEE GENERAL NOTE 2 SHEET 1/G-1. : .........:..........:....„. :....................:.:............................................
. ............:...8. PVC:::: :....................................... C
5 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON 290 EXISTING:ELEV.. 0 ...:..... 290
STD PLANS 101 AND 103. SEE SHEETS 23/RD-9 AND 24/RD-10. ... .......: ........ ..CL:CONSTRUCTION:(TYP:):: ....::...... ........ ........ ........ ........ .........
...................:.............................................................................................................................................................................................................................;.............................................................;.................:.;.......:.:...........................
N 6 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102. SEE ..... .. ....... ..... ... ....... ....... ....... .... ....... ....... ....... ....... .. ...
SHEET 23 RD 9.
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. . . . . . . . . . . . . . . . . . . . . . . . . . . .c. . . . . . . . .0. . . . . . O. . .�:. .c0. . . . . . . . .UO:. . . . . . . . .N.
. . . . . . . . . . . . . . . :(V:. . . . . . . . . . . . . . . . . . . . . . . .0:. . . . . .ai:. .w:. .00:........ .co: ......... ^:. . . . . . . . .00
7 CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS _ _ _ _ _ _ _ _
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0 104.1. 104.2. AND 104.3. SEE SHEETS 25/RD-11 AND 26/RD-12. 285 r1o. In: :: . ..::::::ro: to: ........ro ........:ro ....... F): ........to: ........to ....... F): ..... ro: ::::::::ram. ........to: ........to ::::::::FT ... to, 285
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8 CONNECT NEW STORM PIPE TO EXISTING CATCH BASIN. CORE DRILL IF .. :.........:..............................:.....................:..........:..........................................:..........:... .
KNOCK OUT IS NOT PRESENT. 01 +80 102+00 103 00 104+00 105+00
0 9 CONNECT EXISTING PIPES TO NEW CATCH BASIN. J
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0 10 ADJUST EXISTING CATCH BASIN TO GRADE PER STD. PLAN 101.1. SEE V) v) z 3 o 0 0
SHEET 24/RD-10. 3 z w w a s N w M 3 e 0 s
aaa a ww a a06 a 3ww e N 3w e o 3
11 ADJUST EXISTING CATCH BASIN TO GRADE AND FURNISH AND INSTALL w w w w U v w w w rn z Gp l co l
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12 ADJUST EXISTING SEWER MANHOLE TO GRADE PER STD. PLAN 106, SEE m N N N m N pj N o e e a N e e o e
Z 0C) I U I �n p000 ODD �p)00 GD GD Np"n OD " "
SHEET 22 RD-8. _ +I +I
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OF- I �p)p)Of '(O t0 I I� Did 0�Lo ZOO-: cl ZO^pf
Z 13 ADJUST EXISTING WATER VALVE BOX OR WATER MANHOLE TO GRADE PER m co co �c p rs � m n 0 ri x G0 w rn rn I O rn
w ono oo Z o o U o z II r7o m II Mrnrna x II Mrnrn x II nc"
o STD. PLAN 330.1, SEE SHEET 13/WD-3. II r) r) M II M M II M II M II N N N a ICI N N a ICI N TWO INCHES AT FULL SCALE.
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SHEET:15/RD-1
OF: 70
JOB NO.: 17534
DWG: PAVE