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:. :...:...:..: � OF TALBOT RD ROW
ST& 11 *44A 10.4
Q 44%+00 11 +00 06' RT
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STA 11 +44A
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EXISTMIiG EDGE OF
A�IALT PVMIT.
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TING EDr
EXISTING UK •4
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Q A. CONSWRICT Com TI ##M CUs AND GUTTER PER CITY SWCARD PLAN 101.1 AND WSDOT
z STAMP PLAN F-10.12-02.
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C) B. CONBTWJCT CONCI1M DEPAE'SSED CURII SECTION PER STANDARD PLAN F-10.12-02.
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Q 0 C. CONIIITNUCT CEAA04T CONCREIE DlaVMY PER CITY STANDARD PLAN'S F004.1 AND F004.4.
a. Xp
D. CONS'Tll JCC RW AMEN" SECTION PER DETAIL 2/C-10.
E. CON6T#UCT AIPALT 114ANS111 SKXWALK AT 5:1 TAPER PER DETAIL 5/0-10.
F. CONSMJCT FIVE-FOOT WIDE CONCRETE SIDEWALK PER CITY STANDARD PLAN F007.
G. INSTALL TYPE 1 CAVI BAcSIN PER CITY STANDARD PLANS 200.00, 202.00, AND 204.60.
p� H. INSTALL TYPE 2 CATCH IIIASIN PER CITY STANDARD PLANS 201.00 AND 204.00.
I. INSTALL RECTANGULAR FRAME AND VANED GRATE PER CITY STANDARD PLANS 204.00 AND 204.20.
J. RESET EXISTING UTILITY STRUCTURE TO F04SHM A 44ALT OR SIDEWALK GRADE, TYP.
K. PER PAAIE 4-5 OF THE CtTYS TO THE X= COUNTY STORM (MATER DESIGN MIANUAL.,
A NOW" 7 -FOOT HORIZONTAL SETVWTION AMS 1 -FOOT MERMAL SEPARATION ( WALL
TO wALL) is wEoutwEo STOIM PIPE AND 07HO UTILITIES WITH THE OF
p MM WR LINES MIMERE A IIIMiM11l11r1 10 -FOOT HOIICKWAL SE'FhAAA710N IS M U IR b. PIKINWE A
ET"HAIFOAM PAD WHEN VERYr, L Mr NION IS LESS THlAMI ONE FOOT.
L. INSTALL DETECTAOL.E MIA IINIMit' SURFACE PER WSDOT STANDARD DETAL F-45.10-01 AT EACH
SIDFIIIIIALK END. SFE DETAIL. ON SHEET C-11.
M. 101STALL MI II!'T+E EDGE LINE PER CITY STANDW PLAN H008. MATCH INTO EXOTOW AT NORTH AND
SOL" ENDS USIC 25:1 TAPER.
CALL TWO BUSINESS
DAYS BEFORE YOU DIG
811
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY DATE: at In Ir -
BY: DATE: 1 S
BY: DATE:
BY: DATE:
en
UNE
� EnGI
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r NEW ASPHALT
EXI LTiNG A' HALT FiEMIciVAI PROP. 5 -UNIT 150.1 IF ` SflwFol �G PER C STA. 14+94.59
" AND AS PART PROP ASPH S0,
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STA 14+91.5. 19.8' RT
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BACK OF WALK SYSTEM DATA v
CI1, CONIC. INLET cat, COMIC. INL.FT CONC. INLET PIPE1
WITH STD. GRATE IMTH SM. GRATE STD. GRATE 120 CPEP
STA 11+71.09 21.4 RT STA 14+25, 21.9 RT 14+77.1, 21.3 RT L=15.6 LF, S=3.00% w
11011=212.8 R111111=181.6 188.40
IE 120 OUT, W=207.92 IE 60 OUT, NMI ".00 IE 120 OUT, W=183.90
IE 60 IN, N=207.92 IE 60 IN, 5=180.80 IE 6" IN, S=184.40 230 )
IE 60 IN, E=180.80 I
i WITH SMGIVRE
PIPE2 PIPE3 PIPE4 PIPES PIPE6 0 .
r r . PVC 60 PERF. PVC 60 PERF. PVC 120 CPEP � DATA TAME
OF WALK
6 PERF. PVC 6 PERF ao
L=45.9 LF, S=0.50A L=120.0 LF, S=7.75x L=51.6 LF, S=12.60x ' L=54.5 LF, S=10.48X L=15.6 LF, S=0.1I4x(0NNISTALLATION DETAILS o t�
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006
CPEPT_ o
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FACE
I --4 -_ 00 SEE BACK OF IM " TYPE 1 L WITH T U GRATE T
EX. 12 CONIC. Q OF GUTTER• Z � y
II o SYS7EM DATA TAME FOR RSI=186.1 (0.1 LOW FLOWLINE)
_71
CULV., S=5.689 I I 8 V) w II } V
INSTALLATION IE 12" CPEP OUTN=183.80
5 1 r ---.'. ,,
a0 IE 12" CPEP IN, 183.80
:.. 7 2 w II II
BEFORE PIPE 2"��' + IE 12" CPEP IN, E=183.80 �\
C CULV., oo
INSTALL 15.6 LF 12" CPEP TO C13, S=0.64X
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SDi�H 1 INSTALLATION. :..........
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f1
_ 8 ,-, r 3 ~ w
` PIPE r'SEE BACK OF VMLK THEN
�1� � f j j II ad N SYSTEM DATA TAME FOR DETAIL 2 BACK
0 0 6LK CLEANOUT �ASSEMBLIES
`TEM PER
ALUM
In
STA 11+32.6. 8.0 RT I � •
O .�,jy,lA►T'+IpTII DETAB.S PER DETAIL 1 /C- AS DETAILED ABOVE.
TYPE 2-48" WITH STD GRATE I I 1� ,, f �' Q> 0
RIM 14.6 W
.............
.
00
E 1 "CPEP OUT, N-207.41 ..:........................ --- _Q (n 00 "
.._
I I I. PIPE 4 II .1" 4.0 1 CMP
IE 12" CONC. IN S=212.42 EX. WATER, SEE SOOS " II LO
oWITH BMLIED END N.E. TO
147.0 LF 12
CONNECT EXISTING 12" STORM
CREEK WATER PLANS _
...........
CPEP, S=6.22X
PIPE TO NEIN STRUCTURE. I g ' -
QUAfWY
I I � � • ..................... ..... . 2� � J 159.1 LF 12" � + ��-. INSTALL � SPALL
_9
..................
STA 11+71.0, 5.7 RT . S 8.56 II PER
INLET PROTECT04
TYPE 2-48" WITH THRU GRATE
...... ........._. ..._..-........� ...._.._•.._.......... PIPE 5 Q DETAIL 4/C-10.
RIM=212.1 0.1' BELOW FLOWL.INE _ 9. II II
-190
IE 12 CPEP OUT, N=205.86 „
to >
IE 12 CPEP IN, S=205.88 PVC STA 13+18.0, 5.7 RT �:f r : w
IE 12" CPEP IN, E=207.45
SEE SEWER PLANS PROP. WATER
TYPE 1 L SERVICE, TYP.
INSTALL 15.6 LF 12" CPEP TO CII THEN 45.9 LF RIM=201.3 (0.1' BELOW FLOWUNE) +
6" BACK OF WALK DRAIN PER DETAIL 2/C-10 IE 12" CPEP OUT,
N=197.42 ......•......... •....
AND 6" CLEANOUT ASSEMBLY PER DETAIL 1 C-8 " :::. ::................... `, ```----__
/ IE 12 CPEP IN, S=197.42
AS DETAILED ABOVE,
w 1 80
EX. 8 D.I.
'
WATER MAIN
-������.::����--�-.. OU TSTA 15+00.8 9.6 RT
PROPOSED FRONTAGE IMPROVEMENTS V NT PROFILE,Oki I .9f
SC.&E: 1 "=20' H, 1 "=10' V PR P. I MATCH EXISTING DITCH.
SERVICE, .
T U TT L E ENGINEERING
AND MANAGEMENT
P.O. Box 1547, Burlington, WA 98233 10: (360) 899-5953
0 M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM
5
REVISIONS PER CITY REWW CO M1EIIII S - AUG. 3, 2015
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T U TT L E ENGINEERING
AND MANAGEMENT
P.O. Box 1547, Burlington, WA 98233 10: (360) 899-5953
0 M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM
5
REVISIONS PER CITY REWW CO M1EIIII S - AUG. 3, 2015
4
NE1ASIONS TO ACC'TE LOT UNE NVAImON6
3
REwmmwqo PER C17Y W - NOV. 13, 2014
2
"EOMs Pat CITY - OCT' 14, 2014
1
/�/
row.CI1 I rte. PER JULY 29, 2014
NO.
REVISION
TH
8/2015
JRT
Tw:
AXIS
TH
6/2015
JRT
DEsIGINIED:
T. HOHMANN
SO
11/2014
JRT
S8
10/2014
JRT
DRNM: T. H O H MAN N
SB
8/2014
JRT
cHEamD:
J. TUTTLE
BY
DATE
AP P R
J. TUTTLE
akiftt:
1 "=20'
ONE INCH
AT FLU SCALE
IF NOT ONE WCH
SCALE ACCOIWOMY
w�'°:a''7,«, SKAOEN 5 LOOT SHORT [PLAT 9/02/2015
CITY 0E TALBOT ROAD •
zo RENTON to:
GOAD FRONTAGE MPROVEME 1TS PUN C - 5
Planning/Building/Public Works Dept.
OF -
5 13
A -IN N NIN AIA