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N N E 1302594.966' 6"DEc�� -- --�-PT
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1 ^ DEc - - - - UNDER SEPARATE PERMIT - EX CONTOUR (INDEX)
26' DEC- '� �� -23/-_
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,22 AREA 3� ��� `- 20 0 10 20 40
_ _ _ _ RETAINING WALL UNDER - 230- - PROPOSED CONTOUR (INDEX)
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z I � FF °22Q0 I Scale 1°=20' - - -
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/DEC AND TEMPORARY PROTECTION BY CONTRACTOR
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Ea_o� qt.o� PAVEMENT BY OTHERS r\ / PROPOSED PAR #33421 HEAVY DUTY CONCRETE
lLl _ _ _30" DEC PROPERTY WORK IN AREA 2 (SHARED) PERMITTED UNDER
J LIGHT PER ELEC -t1i SEPARATION LIN THESE DOCUMENTS BUT INDICATED "BY OTHERS" ASPHALT (AC) PAVEMENT
e" DEC __ SHALL BE BY RESERVOIR CONTRACTOR. SEE
WATER MAIN UNDER SHEET C7.02 PHASE 2 SITE DEMO AND TESC PERVIOUS PAVEMENT
SEPARATE PERMIT IS . - - - - TO SEE TEMPORARY CONDITION TO BE
BY OTHERS` - 21 INSTALLED BY CONTRACTOR. GRAVEL PATH
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211 AREA DRAIN W/ DOWNTURNED ELBOW
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16.0" _ 1\ VERTICAL CURB
UNDER SEPARATE �'�� r 1 \ 1/\9'\-1'\ '-T'\ 1'\ 1_ 1'\ 1 -'Tyre' r\h'\ _-1'\ �\ \yT LINE HAND HOLE FOR FUTURE FIBER EXTENSION
PERMIT BY OTHERSS.i ,vii - -� 1-v .1 moi- i �15ij �i --` /`-'r�-'` > \\ \ l TO RESERVOIR CURB AND GUTTER
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s�i;�ii �`i �'� �;�- "ry �� �"s�'1s�'-�i�s� UPSTR RUCTURE
(1)4'CONDUIT FOR FUTURE RESERVOIR PER ELEC Q\'I'N'I .1 -�f Iff x'14'f<A � 1 _/T -1 -X14-14-X14-X14-�15 T'=�15 ��15 �; OCATE (1)4 -CONDUIT FOR FUTURE RESERVOIR PER ELEC BIORETENTION POND
N 192252.456" `i's is
.L'z-�.1-.1_ �.1- 1 1 1_�.1_�.1' ~ PROVIDE CONNECTION TO EX SSMH IE 209.28 ® QUARRY SPALL DISCHARGE PAD
E 1302633.016 I r-• VERIFY IE AND LOCATION PRIOR TO CONSTRUCTION OF ANY PORTION
EL 211.80• I-1 VERTICAL ) OF SO AND/OR PLUMBING 8 AREA/YARD DRAIN
VERTICAL CURB 2 T- - _ P 3 1a JR `GCURB '.01 :'. \ 6" DCVA INSIDE 10 TRENCH/CHANNEL DRAIN
`'v1 0 . MECH EQUIP AND
2-1/2" INSTALLATION PER 40
R2
PAD PER COOD CONNECTION - - - - 0 ON CATCH BASIN TYPE 1
- - CDR STD PLAN 360.5_ -
L Sp•_ z 1 MECHANICAL AND FDC CONNECTION L�
STRUCTURAL W MECHANICAL COORD CONNECTION W/MECHANICAL CATCH BASIN TYPE 2
O
�� -- T9H (40 ULA) W/MECHANICAL
RB00 a 21 '- RIM 215.28 STORM DRAINAGE PIPE
IE NE 209.28 3e EF 6" DI W SERVICE
FOOTING SUBSURFACE DRAIN
\ HEAVY DUTY IES 209.18 FOOTING/
SUBSURFACE VERTICAL CURB hT 2 I 1 CONCRETE (TYP) eo1 Oo DETENTION SYSTEM
E°_81 BY OTHERS 401 CONS WALK (TYP) I CHANNEL TIO 38 LF 6" DI W FDC LINE r 1
CONC CURB WALL I o o �. I L _ _ _ J
BY OTHERS 1 AREA 1: I I 43 LF 2-1/2" W SERVICE ° STORM DRAIN CLEANOUT
rPOORD BLDG CONNECTION
GAS METER PER MECHANICAL 1 W/MECHANICAL IS 208.3 FIRESTATION #15 S. EN OF E IS CITY FIBER VAULT PER ELEC ° FOOTING DRAIN CLEANOUT
(2)1" AND (2)4" CONDUITS FOR 2 ,Q p 0.4' 0 OR LIN
(3.6' BELOW FF) r
FUTURE IMPROVEMENTS. CAP AT - - _ / FF 212.0 1.5" DCVA PER COR STD PLAN 340.8 y� • DOWNSPOUTS
PROPERTY LINE PER ELEC _I .\ OIL WATER SEPARATOR REFER TO SHEET I FOR IRRIGATION
PER MECHANICAL \ I 1 I I PLANS X03 SSCO SIDE SEWER PIPE
�- \ I / Q E 3342iv-.r�.rr 1/ SEWER CLEANOUT
�y CURB TAPER ,` 1 SSCO PER
I OIL WATER SEPARATOR I /
GATE PER ARCHITECT PER MECHANICAL / COR STD 2" W METER PER COR STD PLAN 320.3
CEICONC CURB WALL APPROX \• / 403.' TO BE INSTALLED BY CITY FORCES qL02 SIDE SEWER CONNECTION
1.5'H BY OTHERS CONC WALK
1" IRRIGATION METER PER COR SID PLAN 320.1
a 0A L
CR I (TYR)\\ I \ TO BE INSTALLED BY CITY F RCES P� BOLLARD
€ 7 ( PLASTIC WHEEL STOP 4.
a.01 F 1 10 FIRE HYDRANT
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01 z0 0' . \ \ CONDUITS PER ELEC
ROT 90400 \' ADA SIGN 8 71 LF11 6 SS L RI FDC PER COR STD PLAN 360.5 WATER SERVICE LINES
1Q HEAVY DUTY ASPHALT N-- • \ao 210.49 I
P� � DRIVEWAY BY OTHERS -- \ 39 IE W 21034 .
�f 1 WATER METER
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P3, \ \ - UTORE BOT 20 FIRE HYDRANT PER WATER SERVICE LINES
ASPHAL j / I 48 LF 6 55 .t RIGHT-OF-WAY COR STD PLAN 310.1 PLo,? FIRE SERVICE LINE
IF NJ
8 z IVE RY 5 - _ 2 G 9 PROVIDE WYE CONNECTION TO EX 8" SS IE 206.04 VERIFY IF AND LOCATION Effm FIRE SERVICE VAULT
SE BACK
o - PRIOR TO CONSTRUCTION OF ANY PORTION OF SS AND/OR PLUMBING
SSCO. AT CONNECTION PER COR STD. 403.1 FIRE SERVICE CONNECTION
200 -soa z m 1225 DRIVE / u,
20' CONIC DRIVEWAY , •� T _ T T--- -T T - T STA. 15+13.17, 23.97' LT 8.
p INSTALL EMERGENCY VEHICLE SIGN
GAS SERVICE LINE BY 'z } DS ° °' \ V z��-GONCREYTE WALK- tt219.12 W11-8 PER COR STD PLAN 129 '04
APSE CONTRACTOR TO \ - _ - - _ - i�1219 SD_
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�/ 55 LF 6 DI FIRE SERVICE
¢' 36 CONIC DRIVEWAY PER a
COR STD PLAN 104.4 ^". n - h ,PER COR STD PIAN 360.5 �D1p -
e-��-SS----SS----55- I' `� -_ 8' HYDRANT MARKER PER 6" DI FIRE SERVICE fico / 39 LF 6" DI FIRE �� R
\ SS - SS --r COR STD PLAN 310.3 fOtr- - -- CONNECTION PER COR L`C/=�1n/ HYDRANT CONNECTION PERI 1-�J98701
STA. 12+77.17, 23.88' RT STD PLAN 360.5 (TYP /896.845100,L COR STD PLAN 310.1 � 16+00
g` INSTALL EMERGENCY VEHICLE SIGN 8' CONIC SIDEWALK PER �j� m 53 LF 1- IRRIGA ION SERVIC OF 2 I
y COR STD PLAN 102 //7 37 CONNECTION Pfil� COR STD P//..��N 3201.TRANSVERSE FLE%IBLE PVMT PATCH PER COR STD PLAN 110 W-398701
_W11w8 PER COR STD PIAN 129 `� TO BE IN IT BY CITY FO1&° S \ RESTORE IMPACTED PAINT STRIPING IN STREET (TYP) a0
�� W---- W---- 8' PUNTING STRIP-_ 2' IN COMPLIANCE WITH CITY OF RENTON STANDARDS
$ - - W--- Ww -- w-'��� --a- w --b__ W_\ \ \ TOP NUT 215.09
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s\4_ D--sD--__<„12'COi\"C__ s, "CNC \a,s STA. to+zzn, 13.m' Rr _^'-�1 "CMP WASTEWATER UTILITY (D
�fiICONCRETE-WALK- - esD a _ 53 LF 2" W SERVICE a o STA. 14+20.67, 13.07 RT 1z"X6" TAPPING TEE MJ % FL -SD- DEVELOPMENT ENGINEERING .�
CURB AND GUTTER PER - T -=- a- E _CONNECTION PER COR --dJ72"X6" TAPPING TEE (MJ X FIT) CONCRETE BLOCKING ) - 1 a7 w, (Fitz -James 02/15/2018 O dchristen 02/15/2018
+. COR SID PLAN 103 SEX 12" DI WATER MAIN --- -STD PLAN 320.3 TO W/ CONCRETE BLOCKING PVi
ASPHALT / A-435 ZONE WITH STATIC PiJ BE INSTALLED BY CIN 2 6' GATE VALVE (FL X MJ) b \ p W\
e STREET LIGHT AND CONTROLLER CABINET PER ELEC PRESSURE OF 96 PSI .SOLID LID) FORCES 6- GTE VALVE
P(FIL N 3 OJ1 fa:01 PER COR. STD PLAN 300.1 \ J
SURFACE WATER UTILITY OF
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8 1932 Flrst Ave 1}4'o WAS y
Call 3 Working Days Q b"' CITY OF 12/22/2017
F Suite 201 y •� x 1"=zo' FIRE STATION 15
&mmm Seattle, WA 98101 Before YOU ' PERMIT RESUBMITTAL 2/12/18 "'LIP I�"NTCN 1404 N 30TH STREET
p. 206.725.1211 o•a k ap a - PERMIT RESUBMITTAL 1/29/18 `�' SMN RENTON, WA 98056
1.206.973.5344 lsnac F� oDATUM
np 1 p 2 BID ADDENDUM N0. 2 171-671-8
a ASSIONpL G"E Planning/Building/Public Works Dept. ow"^4,QQ
engineering pllc w .Ipdenglneedng.mm 7-800-424-5555 N0, REVISION BY DATE APPR ^ ^ "a' UTILITIES AND PAVING wm 14 a18
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