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\ 1 �'00 CALL N89*05'22"w " - - - - - - - - --551+02.39
DHA 2596-77 3-10', DEG \ �\ 1 "IRON PIPE IS 2
224.04 LT
REBAR/ CONTROL CAP I� \\\ \\\\\r2-1 -2260'6"E OF PROP LINE END OF FENCE IS
N 192409.364' I \ \ \ 3 4- GRASS 0.6'E OF PROP LINE
E 1302594,966' _\ \\ ------ --��T
8" DEC
�0" DEC \ -
EL 220.73' \
r -22 �
STEEL FENCE POST--
2.0'E OF PROP LINE I 12"\DEC - 2 -
- \ PROPOSED RESERVOIR LIMITS N
III-2 1-__---� \ \ ----- --
� - - \ x NOT PART OF THIS CONTRACT AND
i 1 " DEC \ \ - - - I UNDER SEPARATE PERMIT
\
26" DEC-� � - \
/22 AREA 3: 1�
\ 20 0 10 20
RETAINING WALL UNDER
- - - - \ RE�SER ; IR \ I SEPARATE PERMIT BY OTHERS
I FF 0 �O \ \ \ \ \ I 10 PARKING STALLS Scale 1"-20'
`9 \ 9 WIDE
2-12" DECK _ _ / BY OTHERS
PERMEABLE PAVEMENT BY OTHERS 10
/ 1g� \ \ PERMEABLE PAVEMENT BASE, RECEPTOR, LAYER q 04 �1
10 HEAVY DUTY ASPHALT /DEC PROPOSED AND TEMPORARY PROTECTION BY CONTRACTOR
c`o3 c4o3 PAVEMENT BY OTHERS I / \ \ \ PROPERTY PAR #3342 WORK IN AREA 2 (SHARED) PERMITTED UNDER
J 12 DEC _ - - 30" DEC \ SEPARATION LINE
LIGHT PER ELEC - - 217- \ THESE DOCUMENTS BUT INDICATED "BY OTHERS"
\ \ \ SHALL BE BY RESERVOIR CONTRACTOR. SEE
WATER MAIN UNDER 8" DECK _ _ \ \ SHEET C1.02 PHASE 2 SITE DEMO AND TESC
SEPARATE PERMIT 15 - - -\ , TO SEE TEMPORARY CONDITION TO BE
BY OTHERS tit1 21 - \�\\ \ INSTALLED BY CONTRACTOR.
-�-'� _� \ N 18"x18" AREA DRAIN W/ DOWNTURNED ELBOW
\�� \ RIM 211.68
-`I / - '1? -`I / �i-`I -`I / -` - / `I -`I `I / - \ I E 21 0.07 6 E OUT
PRIVATE FIRE HYDRANT Ll / ; / / , / ; / / ; / / ; / ; �f / , / ; / \�'`,' WORK SE ATION ( )
UNDER SEPARATE /I /I /I /I / /I / /I /I /I /I /I / /I \ �J�N �`' LINE
/ / \/ , �� ,, / ,� \� �, Cp HAND HOLE FOR FUTURE FIBER EXTENSION
PERMIT BY OTHERS 21//_� /_ /_�/_ /_�//_�/_�/ / / / �/
/I /I /I /I /I � / � /I � I %(/I � /I � /I /I � /I /I � / � /I � TO RESERVOIR
-- I-- I-- I- I-- I I-- I- I--
"
(1)1 CONDUIT FOR FUTURE POLE LIGHTING PER ELEC
/ IS 0.3'W
I� /I� /I� � /J/ /I� /I� /I /I /I�H/\1
� I� / � � /I� /I� /I� /I� /I� /I�
^�' /- /- /- /- /- / / /- /- /- /- /- / /- OF PR
DHA 2,59 6 7 F'' I - - - - -, I - \ I�\ , -, -, -, -, , , 30 LF 6 SS 2.6%
/ �/ \/ z/-\/ �/ �/ ��/ UPSTR RUCTl1RF
I /I �� / / /I /I /I /I / /I / a
(1)4 CONDUIT FOR FUTURE RESERVOIR PER ELEC ; 1- I- I -, N 1-, 1-, 1-, 1-, 1-, 1-, 1-, 1-, 1- '; I-, 1-,
// �/ �/ �/ �/�/ �/ �/ �/ �/ la.. 6 SOG W REBAR
/I /I /I LOCAT /
N 192252.456 - / / / / / / / / / / / / /
I/- 1/- 1- '/- 1-� , -, -, -, -, I- -� 1 , 1-,
/i /1 /1 /1 PROVIDE CONNECTION TO EX SSMH IE 209.28
1302633.016 ,,--------VERIFY IE AND LOCATION PRIOR TO CONSTRUCTION OF ANY PORTION
R L I
EL 211.80' I i1: �4 ''''"'VERTICAL'• • •-•:.. -: OF SD AND/OR PLUMBING
I
VERTICAL CURB 2 P 3 :�' -'. • CURB 4.0 .•.•....
- " "'. """' """ / 6" DCVA INSIDE
MECH EQUIP AND INSTALLATION PER
PAD PER 2-1/2 W SERVICE COR STD PLAN 360.5 c
R2 COORD CONNECTION -
5 MECHANICAL AND : • . - FDC CONNECTION COORD CONNECTION
\ \ STRUCTURAL 1 I W/MECHANICAL COORD CONNECTION W/MECHANICAL
R - ....... ...:: • W. :.: 1 V111 +o L,1 �) W/MECHANICAL
Bop, Q 21 - I V RIM 215.28
\ \ �� I IE N E 209.2 38 LF 6" DI W SERVICE
I� \ I \ HEAVY DUTY 1 I� E S 209.18
VERTICAL CURB ?,, 2 CONCRETE (TYP) �1
C4 01 BY OTHERS f 1 4.01 CONIC WALK (TYP) I CH AN N ELE OTTO 38 LF 6" DI W FDC LINE
N C-,] 6 SOG W/ REBAR 1
CONIC CURB WALL D Co I II N 43 LF 2-1/2" W SERVICE
BY OTHERS - -
I COORD BLDG CONNECTION AREA 1� �� PSE 3030 CONCRETE HANDHOLE PER ELEC
GAS METER PER MECHANICAL 21 W/MECHANICAL IE 208.3 FIRESTATION #16 . S. EN OF FE
(2)1 AND (2)4 CONDUITS FOR 2 .0� 0.4' 0 PR CITY FIBER VAULT PER ELEC
FUTURE IMPROVEMENTS. CAP AT _ (3.6 BELOW FF) I I I 1.5" DCVA PER COR STD PLAN 340.8
PROPERTY LINE PER ELEC a a OIL/WATER SEPARATOR F 212.0 I I
REFER TO SHEET L2.01 FOR IRRIGATION C�o2
PER MECHANICAL 1 % III PLANS.
1 CURB TAPER \ ` / I P C 34Z
�04 OIL WATER SEPARATOR I / SSCO PER II I 2" W METER PER COR STD PLAN 320.3 6
COR STD TO BE INSTALLED BY CITY FORCES C4.o2
GATE PER ARCHITECT PER MECHANICAL \ I COR
CEICONC CURB WALL APPROX I // 11
1.5'H BY OTHERS CONIC WALK
\ ` c� ` I 1 IRRIGATION METER PER COR STD PLAN 320.1
12 6" SOG (TYP) (a:),
1 \ I I TO BE INSTALLED BY CITY FORCES
C4 of PLASTIC WHEEL STOP I I 10
(TYP) a�. 0 :: o° PIV PER COR STD PLAN 360.5 c
J J ADA STALL I._:20,0' .- : 71. (2)3" CONDUITS PER ELEC
\ �:.:.:.:.� .. ....:.......:.... .. :: _
It L Z-U+.1� I 10
RnT 2�4 �O \ ADA SIGN 8 1-•- -.--` RI FDC PER COR STD PLAN 360.5
9 10 HEAVY DUTY ASPHALT 4.0� 7 LF 6 SS:....: �: \ I 210.49
�� DRIVEWAY BY OTHERS °� ®.'.3:9%...: IE W 210.34
C�.03 CL.03
_ �� IE E 210.�FIRE
(1)2" CONDUIT PER ELEC
R15.5' -- - 45°--BEND::': : :
FLAGPOLE AND ��, ` :•:•'••:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:••:'a:• UTURE BOT 20YDRANT PER
BASE PER LS o » RIGHT-OF-WAY
)PHAL I .'.48 LF 6 SS.. - COR STD PLAN 310.1
SETBACK
iih i1 i
z IVE R��� - - - .® 3.9% Y 1 II
- - PROVIDE WYE CONNECTION TO EX 8 SS IE 206.04 VERIFY IE AND LOCATION
0 9 - - ;� PRIOR TO CONSTRUCTION OF ANY PORTION OF SS AND/OR PLUMBING
a LT SSCO AT CONNECTION PER COR STD. 403.1
UV I LI`t.JL �U
- - � 20.0'_ ° - _ s 9°0429"� � ::-.• :.. - •a ' ::... - ..: DRIVE � >
20' CONIC DRIVEWAY ° _ - - - - -_ - 1225 DIRT STA. 15+13.17, 23.97 LT
° -.� a - T - T - - - _ T. �..r. _
T�.�...
\ 26 1° ADS ° 00•. g1 ` 20 INSTALL EMERGENCY VEHICLE SIGN
AWGAS SERVICE LINE BY - - - - - _ _ .. • . • ... • . \ ... • .1. N 1222/U� GDN CRE\TE WALK X 219.12 W1 1-8 PER COR STD PLAN 129
PSE CONTRACTOR TO , - - - - - _ _ - - - - 1219
COORDINATE
CD 55 LF 6" DI FIRE SERVICE
36 CONIC DRIVEWAY PER
40 COR STD PLAN 104.4 ry CO PER COR STD PLAN 360.5 �o
- - - - SS - I S - 8 HYDRANT MARKER PER /� 6 DI FIRE SERVICE 0 Co 39 LF 6" DI FIRE ��
\� _ _ - SS - - SS - -� o COR STD PLAN 310.3 �0$ - - - - _ CONNECTION PER COR 4� / / HYDRANT CONNECTION PER(a:)
/ STD PLAN 360.5 (TYP /896.8�5®O L COR STD PLAN 310.1 � 16+00
STA. 12+77.17, 23.88' RT 53 LF 1" IR GA ION SERVIC E i
INSTALL EMERGENCY VEHICLE SIGN LOP COR CONICSIDEWALK
PILDAEN ALOK2 PER TfH sT CONNECTION S COR STD P\ N 320.1 OF 2 TRANSVERSE FLEXIBLE PVMT PATCH PER COR STD PLAN 110
- - W8 PER COR STD PLAN 129 TO BE INSTALLED BY CITY F � S� \
\ 8 PLANTING STRIP _ - 12 \ 5 \ RESTORE IMPACTED PAINT STRIPING IN STREET (TYP) c`
- - - - q -�- W-�--- -\ BY OTHERS \
8 \ \ PER LANDSCAPE _ _ _ \ D 12"A S W - --
SD -- 12", �'C NC N_
'�313 'STA. 14+27.17, 13.07 RT -�\ 13 � CMP
-ICONCR�TF d(IALK 850 a °_ 53 LF 2" W SERVICE 8 o STA. 14+20.67, 13.07 RT �12"X6" TAPPING TEE (MJ X FL) 1 SD
E = CURB AND GUTTER PER '= - - ° CONNECTION PER COR - - - 12"X6" TAPPING TEE (MJ X FL
E- - - EX 12" DI WATER MAIN - - - ) W/ CONCRETE BLOCKING 47 W_ \
4 COR STD PLAN 103 - STD PLAN 320.3 TO W/ CONCRETE BLOCKING 6" GATE VALVE (FL X MJ) \ PVT w
ASPHALT I A-435 ZONE WITH STATIC PP/UG 2
STREET LIGHT AND CONTROLLER CABINET PER ELEC PRESSURE OF 96 PSI BE INSTALLED BY CITY 6 GATE VALVE (FL X MJ) c� PER COR STD PLAN 300.1 \ v
SOLID LIDi FORCES PER COR STD PLAN 300.1 IN_
40
1932 First Ave W �Sjy�- -11 SURVEYED: SCALE: ��� HORIZONTAL: NAD 1983/1991
Call 3 Working Da s � � ° I VERTICAL: NAVD 1988
Suite 201 y �� �� � DESIGNED: 1 -20 CITY OF
Before You DIG!
Seattle, WA 98101 DRAWN: RENTON
p. 206.725.1211 •fit
0'8, o 30766 p S M IN
f. 206.973.5344 �o �cisT1✓g� �`� ONE INCH DATU M
�� f`�s G1� CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
Sj�NAL �� IF NOT ONE INCH
engineering pllc www°Ipdengineering.com 1-800-424-5555 N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
C0P#1 2/23/2018
LEGEND
- -
PROPERTY LINE
EX CONTOUR (INDEX)
EX CONTOUR
230
PROPOSED CONTOUR (INDEX)
231
PROPOSED CONTOUR
FF 78.0
FINISHED FLOOR ELEVATION
PROPOSED BUILDING
CONCRETE PAVEMENT
..........:.:::.::
HEAVY DUTY CONCRETE
ASPHALT (AC) PAVEMENT
PERVIOUS PAVEMENT
:..
GRAVEL PATH
SITE WALL
VERTICAL CURB
CURB AND GUTTER
DRAINAGE SWALE
GRAVEL DISPERSION TRENCH
1U- 1� -
BIORETENTION POND
ED
QUARRY SPALL DISCHARGE PAD
O
AREA/YARD DRAIN
TRENCH/CHANNEL DRAIN
CATCH BASIN TYPE 1
OCATCH
BASIN TYPE 2
STORM DRAINAGE PIPE
FOOTING/SUBSURFACE DRAIN
O
DETENTION SYSTEM
0
STORM DRAIN CLEANOUT
0
FOOTING DRAIN CLEANOUT
•
DOWNSPOUTS
SSC0
SIDE SEWER PIPE
SEWER CLEANOUT
SIDE SEWER CONNECTION
BOLLARD
•
FIRE HYDRANT
WATER FITTINGS
WATER SERVICE LINES
WATER METER
WATER SERVICE LINES
FIRE SERVICE LINE
FIRE SERVICE VAULT
FIRE SERVI
R-398741
S-398705
W-398705
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
FIRE STATION 15
1404 N 30TH STREET
RENTON, WA 98056
UTILITIES AND PAVING
DATE:
4/3D0/2019
F1
PAGE:
DRAWING NO:
04.00
SHEET: 1 4 OF:18
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