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US POST OFFICE
BEGIN � SAFEWAY FUEL
CAST -IN -PLACE
coNc wnu_ PAN
SCALE IN FEET
0 20 40
STA 107+03, 48.0'RT
END CURB & GUTTER
MATC H EX
END CAST -IN -PLACE
CONC WALL
ROADWAY SECTION LIMITS
SEE SECTION K
RS2
SEE 1 2 SEE 1
MD1 MD1 i.................. .......... MD2
��
STA 107+76, 38.01T
---- 5.5'R
�- STA 107+87, 37.91T
10 108+50
SAFEWAY
APPROX LOCATION OF
PROPOSED 8" KCWD WATER LINE.
SEE WATER PLANS
�
� y
NOTES:
C1 CEMENT CONC DRIVEWAY ENTRANCE PER WSDOT
STD PLAN F-90.10-01, 8" THICK, SEE
DRIVEWAY SCHEDULE
O2 CEMENT CONC SIDEWALK. SEE LEGEND FOR
TYPE
O3 CEMENT CONC TRAFFIC CURB AND GUTTER PER
WSDOT STD PLAN F-10.12-02
O4 CEMENT CONC PEDESTRIAN CURB PER WSDOT
STD PLAN F-10.12-02
O5 CEMENT CONC TRAFFIC CURB PER WSDOT STD
PAN F-10.12-02
O6 CEMENT CONC CURB RAMP
O7 CEMENT CONC CURB RAMP TYPE SINGLE
DIRECTION A PER WSDOT STD PLAN
F-40.16-01
O8 CHAIN LINK FENCE TYPE 6 PER COR STD PLAN
L002
O9 CHAIN LINK FENCE TYPE LISPS - 8 FT HT
D
11 DOUBLE COATED CHAIN LINK GATE PER COR'
STANDARD PLAN L003 WITH MODIFICATIONS PER
SPECIAL PROVISIONS, WIDTH OF OPENING AS
NOTED ON PLAN
12 COATED CHAIN LINK FENCE TYPE 3-MOD - 8
FT HT
13 RELOCATE EX AUTOMATIC GATE OPERATOR AND
CONTROL SYSTEM TO NEW 20' ROLLING GATE,
SEE SPECIAL PROVISIIONS
1.
POSi 1 It7nd C8 A-S RCQD TO AvorD CY. (../"ilE-tit .5
-7 FNIc- PiFE� 0EDDi-J6: Pe Pr 4,RAV6i-
z.
CB w1 REr"OVA13t_-C EL_6c, / To A`--r AS CL6AMCLJ�-
g, TKER.IL� P3fiGtLFtLL
14 SINGLE 6 FT CHAIN LINK GATE PER COR STD
-3,
FILL_ C6 W/WA,TEK -TO 3LOC'V. SEW5R, GASES
EA5-r or Ror-Ke �: C.s-rc-
PLAN L003
$.
PVC- PIPE: SDR 35 D3o34
WeST ar- Roc_KaF' v; .5Lj,•r^6L.C- nr14rc✓C oR
S.
Rr=ML>v� LAuRCL _5HR ua & RooTs F-A3-r of L��, 5 rR"`-F"��
(2KAVCL r3°RR.OW
GSINGLE 4 FT CHAIN LINK GATE THROUGH EX
fp.
bivER-r Poor DowrtsPc?uTS ;-o t71S PEKSI0N t7RAf^1AC e (Pair O-rrtcP's)
9. wA^rERTEsr FOR VI.S,JAL 1*4!AKS
FENCE
/
i,
t" EX.4".S'1 L FL00R DRAID4
C+u-rin
.FX. CONIC DRAINIAGE S•r'QuotuRee
4"Pvc bAcL w>a-r6R VALVE
i Pr 1
4-4UNtI<IlaWrd LoCKim(7 SOLID LID
- rAuSH- onl 701wr
.... ......... ......... ......... ...... ......... : :: ......... ................... .. ...... ........ ......: .........
.................. 1..... �7---
t a :CB - #I :16_ TYPE1
.... :FC R =FINISHED }GRADES_ :: PROPOSED: GROUND AT ` <STA:107+b2.45 9:4' LTA : FOR FINISHED GRADES :::::
....... ....... .....$.
......... ......... ..... .:::.:... ....... ......... RIGHT- FLOW;LINE : (TYP): t :::::: <R1M:EL=:39426$ _ _� `
400' 400
9�a3-1
......::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::. PROPOSED GROUND AT . .. <8.• tE=39 .83 OUT (N)> :........ LF ....... +P)::..... .
::::::::: ::::::::: ::::::::: ::::::::: :::::: :: :: LEFT: FLOWLINE : (TYP) :: ::::::: I ::::::::: :::: S=10024 : FT/tT : - - - - - : -
�......... ..
.... ......... ......... ......... ......... ......... ......... ......... .. :.:: ::::::::: ......... ......... ....:... r-EXIS.... ROUND AT
f:....... { -G
.... .........t...... .. ......... .........
t..- I......... .. ......... ..
Ti -CENTER -LIE TYP
}
N
j...... ... ......... ....... --
.... .... .... .. ..... ...... .--... . . . .. ... .. ....
:::::::.. _ - - - - - CONNECT TO -EX ... .
- .�
-_
---.y.T. ...... , . . . . . . . . .-}-. . . .- . . . . . . . . . : . . . . . . . . . i .
t......... 1:::......................�......... .........g. .... : :CATCH: BA :IN.......
t.... ........1......... ......... ........ ...................1
::::::::::::: :::::::::�::::::::: ::::::::: ::::::::: :::::: .i ::: .... ............. ......... .......
.... t
' 1 C y 1
-,
390 • ....... .PPRO.. TION� 4f :........ 390'
.... ......... .................. ................... .... .. ......t.... n ....... ...................
........ PPROPOSED- 8". DI ..... ....... .
:::: :::::::: ::::::::: ::::::::: ::::::::: ::::::::: ......... ,,........ ...... .. ......... .........
::::....... ......... ....... C 15 TYPE 1 :..... . ....... KCWD. WATER: LINE :IN= :1 ....... ::: ::::: :
......... ::::..... ......... .................. ....4TA106+05.741:4L>.. CASING:AT:)-1.. T.... ......... ...... E�( CB. 4...
. . . . . . . . .
1
RIM EL=393: > ... • ....... SEE WATER PLANS . $ ......... ....... <S A407+14.1- .4 LT> ....
n
......... ......... ......... <8 IE 90.79 OUT ( )> <RNM EL-394.37 ,
i......... ......
t �
_,��� .°
........ ......... ::::::::: ::::::::: ::::::::: ::....... :::::::.:f.........f......:::t ... IE......IN"S>.:::::
......... ....... <1 " IE=390.76 ( X E)> : - - : :
::::: ::::: ::: 97 L 8» - Ci'EP 5=0.0050 FT-..... r ......... I ......... i.� . _ ... .
(.....)� .. /..... ...... <12.1E_390.78 � W >
( ) .... .........�......... £. .........
....... .............. . ........... ......... ......... ::::::... ..... ::: :........ .........
380 v 380
_ a i
} }.....-----... ........ .. :#::::::::
' �: �I . O. Ln. co. �. : �. CO. d . ? : Ln. 0.0 . d . �. : CD. n. . . a0. . . . . . o�. .
`� N } Q. . . . . . r`. 1--. : : : : c0. . . . . . aa. � i N. N. d, I N. o�. �. �. ? �. �. cam. ram. t C) N- ram. O. �. :� LC�. : : : : .
M r�} :cv. :cN :cv :r) r�)'. :M :I� :ram: :ram :r71 :r� �t d-I
�. �j. �. N. N. �. _ �. I Irk. P6. �. 4- } •. 4 L6.. �. }. �.. �. ; .
tit . . . . .�� . . . . .� .� �: . . . . .M. Q) �: � c; t� . .� . . . .�
�. M �. ro. M rn. . M ° �. Pr).. . . . . . . . .1 r7 i : M' m: m: - ram' M �. �. M
:::: :........ ::::- --- ::................ .........}......... ...... .I. ...........i.........1.........}.:, �.. .... ::::::::: ......---
104+50 105+00 106+00 107+00 -- --
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
REVISED TO CONFORM WITH
CONSTRUCTION RECORDS
DAM 1 /3/14 BYI ECS
1019 39TH AVENUE SE, SUITE 100
PUYALLUP, WASHINGTON 98374
11 N-4--40T.253.604.6600 F.253.604.6799
TIB# 8-1-102(033)-1 www.parametdx.00m
PROFILE
HORIZ: 1 "=20'
VERT: 1 "=5'
ram- •-� �-
REVISION
-EXISTING GROUND AT
CENTER LINE (TYP)
*PROPOSED GROUND AT
CENTERLINE=INTERPOLATION BETWEEN
LT & RT FLOW LINE GRADES (TYP)
PROPOSED GROUND AT
LEFT FLOWLINE (TYP)
SURVEYED:
SAArO ,_0"AX (TvP)
Nord- irH Ri,«tt( GR ou-r (TYP)
EX« $uR191D UTILIT-t Lo."a-r,oNs
GSERVICE
CONNECTION, DIA AS NOTED ON PLAN
UNF_N0\A/ t-CALL. Scroge `/o,-1
D 1 G-, $1 1 - f 011-Yt OO-e ALL Q-r1 t_ IT'(
cRss,usa= F,2 -rRca� +,tc,
17
ADJUST
CATCH BASIN
CoN„jec-T Ta ex. s"v„G sEwFR
18
ADJUST
MANHOLE
MArrt P15R Crr-/ or REN-r-ort s-'rvs
T,41' Mt4tu, R£Mova CouPonf,
!N5,rALE RoM0G SAi7ULE
19
ADJUST
VALVE BOX
20
0
LOCKING
SOLID METAL COVER AND FRAME FOR
CATCH BASIN
Z'r Z - f tai
2'. N11N.
r
eo m„14. 10„ PVC �21 257. MAY. RESET EXISTING HYDRANT
STplNLGSS sTEEL -51 E EVE - STEAL o0. DLL
xe: STRAP W1_TrAffJ&6.V5 Mtn► to" DIA.,
,5^TXEL wED445 CPIP oR Pt_uc, AN1AIu1-u9 AT
FVC, AAQI40fkS 15 0T`H ENDS vu/Ru6i3eem
6c'OTS OF% ntonl-SHRirjj<
Goan to K ou T
PALT.O CS'TG
� GoRe t?(k1L.L-MAT Chi I.t. GE.JTECt PIPE ,ni
5t-4FE\,rE +4
OFEX, 4" s-r't- ;:Loom FI1-L 4A/N4uLUS W/I SA JP
DRAtki PIPE,
Ndnt INIKeaRou/r
PL LIG 0tdrLX1- ope"J"je, V+r/Cflnle REf
OR. of®Nt-SHRIKI< 6ROU-'r P A-D
`P��� srL °o
DRAtr.t PIPE, � KCWD-90 PUMP STATION
SIDE SEWER INSTALLATION
DETAIL
NOT TO SCALE
DESIGNED:
C. SCHOTT
DRAWN:
J. BETZVOG
ECS 1 3 1 4 CHECKED:
BY DATE APPR I APPROVED:
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
AS -BUILT SURVEY NOTES:
AS -BUILDS BY WHITE SHIELD, INC.
23412 68TH AVE. SOUTH
KENT, WA 98032
253-867-6070 OFFICE
253-867-6075 FAX
CHARLES E. PORTER, PLS 30937
LAST DATE IN FIELD MAY 24, 2013
THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR,
OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN
ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE
RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS
UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY
PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE
CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR
INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES
SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED.
1414 CITY OF
ML FENTON
Planning/Building/Public Works Dept.
Approved For Construction
Robert M. Hanson P.E. Date
22 CEMENT CONC TYPE 410C CURB, SEE e
D
23 TEMPORARY FENCE
LEGEND:
PERVIOUS CEMENT CONC
°e
°°
° a
SIDEWALK
�
CEMENT CONC
PAVEMENT/SIDEWALK
===
HMA CL PG 64-22 PAVEMENT
y
2
LANDSCAPE AREA -SEE
PLANTING PLANS
DRIVEWAY SCHEDULE
X
STA
OFFSET
TYPE
WIDTH
10
*
1 MOD*
16
*SEE DET 5 ON MD2
NE 3rd / 4th CORRIDOR IMPROVEMENTS 12/31 /12
PHASE 1 INTERSECTION IMPROVEMENTS FIELDBOOK:
PAGE:
DRIVEWAYPLAN AND PROFILE
SAFEWAY