HomeMy WebLinkAboutWWP2703729.6A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA
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CLEANOUT (TYP.)
SEE SANITARY SIDE SEWER
TABLE ON THIS SHEET
7
FF=453.80
J
3' MIN. (TYP.) -r
6
FF=453.00
CL INT'X
STA 13+71.19, S 28TH STREET
STA. 5+00.00, ACCESS ESM'T I
5 �I t
FF=452.30
U:�11
455
450
445
MEG
435
milli
(SEE SHEET SS-03)
S 28TH STREET
t I / SSMH #1, TYPE 1-48"
STA. 13+75.69, 3.24RT.
I STA. 5+03.28, 4.45' LT.
t RIM=450.55
t IE IN=441.60 8" 0 S
/ CONNECT TO EXISTING 8" 0 SS.
CONTRACTOR TO VERIFY SIZE AND DEF
PRIOR TO CONSTRUCTION, AND NOTIFY
ENGINEER OF ANY DISCREPANCIES.
13
FF=453.90
140 L.F. 8"0 PVC S.S.
I ® S = 0.0259 FT./FT. 6+00
26' PRIVATE ACCESS
AND PUBLIC
UTILITY ESM'T.
�-
/ PROPOSED WATER 6" 0 S.S. @ 2.00
BEGIN ALLEY IMPROVEMENTS MIN. (TYP.) I
S1A.=5+26.50, Al CL
JOINT UTILITY
17
TRENCH (TYP.) FF=452.70
= 10' PRIVATE JOINT
UTILITY ESM'T. (TYP.)
S 28TH STREET
(SEE SHEET SS-02)
ACCESS EASEMENT
(PRIVATE ACCESS EASEMENT)
SSMH #2, TYPE 1-48"
STA. 6+43.43, 6.61' LT.
RIM=452.93
IE IN=445.49 6" 0 SE
IE OUT=445.22 8" 0 N
14
-r FF=455.47
END ALLEY IMPROVEMENTS-f 16
STA.=6+67.43, AT CL FF=454.70
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PROPOSI
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Cal 2 Work' Days Before
�g Y You Dig
811
Utilities Underground Location Center
(D,i fr,ND,OR,WA)
15
FF=455.50
CL INT'X. END ROAD IMPROVEMENTS
RIM=450.5.E STA. 6+4�'.43, 6.61' L7.
IE IN=441.60 8" 0 S RIM=452.93
IE IN=445.49 6" 0 5E
IE OUT=445.22 8" 0 N
CONNECT TO EXISTING 8" 0 SS.
CONTRACTOR TO VERIFY SIZE AND DEPTH
PRIOR TO CONSTRUCTION, AND NOTIFY
ENGINEER OF ANY DISCREPANCIES.
5+00 5+40 5+80
CONSULTING ENGINEERS L L C
Suite°205 Avenue South I ® 10
Federal Way, WA 98003
FEDERAL WAY (253) 838-6113
www.esmcivil.com EVERETT 962 425) 9900
ELLENSBURG (509) 62-2606
Civil Engineering Land Surveying Land Planning
Public works Project Management I Landscape Architecture
ESM JOB # 1670-004-013
KEY MAP
SANITARY SIDE SEWERS
LENGTH OF
I
i
LENGTH OF
SERVICE INVERT
'� SERVICE FROM
� INVERT
SERVICE FROM INVERT
DOWNSTREAM
ELEVATION AT
SS MAIN TO
ELEVATION
!I S.S.C.0. TO ELEVATION AT STRUCTURAL
S.S.F,1 H.
S S. P.IAIN
S.S.C.O. SAT
S.S�G.O�
STUB S.S. STUB PAD ELEVATION
_LOT
-
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$ 8^1 2.8
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FOR S_n NI -A ` S:'OL't =1FE
NOTES:
1. Fl0'v`== U\IFCRM SUPPCRT LNDL:
i I PAC TANF !IN:-7 IIA•...\ICIIFc,
3. GJlV_'A0T BE-.C1\G Pfi'.TER r.L TC Svc' VAX. DENS T`" EXCEP- J RECT-Y
0VF' 1' HA.\) IAMI :J\I Y.
�. PPE P.STALLA.-ICP, S-ALL BE PEP SEC-OV ? O& OF -F E
S-ANDA D SPE;-C",T1DVS.
FPF 70,,_ '.A --e I ,I IA I f,.rA`.'r C4-I FOP '4S"
AS SI' i:l ❑ . 111 :;:: ;;All S SI �.-: IION ;) III `; IfLNI)RI2D
6. FPE 'd-ST EE N SJC' .4 ''v1A.\NER AS ENSLRE F-0-W
I NF 17, WA \TAIV-,_
l l,''I N.: I 'JVII) I I I ca L'. 1 ? PI •'. S ;; I I(;N 7-09.4 CI 11
S P,NDA ?) SI'F C C:`,11:)NS.
P(,-Ri.TC ZVORKS PIPE BEDDING
DFPARTA-fF T FOR SANITARY SEWERS
ern. PLAN - 405
0C,TORFR 2
6" BLILLNNO S=AkN FI-L
IfF WITH 8' SY)L ;,'LTL[T
N" S DL SEV IEV ?:ND 3111 F1 NC, IFW0 ?
n
SCALE: 1 „=20' HORIZ.
1 -5 VERT.
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY.
CONTRACTOR TO VERIFY LOCATION AND ELEVATION
PRIOR TO CONSTRUCTION.
2. FOR TRENCH SECTION ON THIS SHEET.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER
CONNECTION DETAIL THIS SHEET. SEWER STUBS TO
THE PROPERTY LINE SHALL BE 6-INCH ® 2%
SLOPE FROM MAIN TO RIGHT-OF-WAY THEN UP TO
SEWER STUB ELEVATION UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY APPROACHES
SHALL BE SET TO FINISH GRADE. MANHOLES
LOCATED IN UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE
FINISH GRADE, OR MUST HAVE 2'DIA. CONCRETE
RING POURED AT GRADE. WHERE MANHOLES
LOCATED IN PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
'RODE`:TY LINE
o F_TLRE
„! F.t/ll FIItG SCWER
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J t-E'XE'X6' Yi"E p,•FT_E H TH- WCRr' "SFv,'E?" s.T NI:ILEC
V.0LP.E ANC uF 1dNr
QL BAST IFRON RING c:r 1I AGH E
w - :•d-'AFFLD AP,-LNvKETTE
THE STUD AND
a f=AcT .OREiAN IROF. viOP.<;5
ac ;.ti E:tT_NCED TC TH_ TOP CIF III STU)_
a• S'ECFFY SEWER' Otd I IL:,
S-L S i' ELAN • 3, " F �F
NSTAI ; AT ON;
ACC:FPTAHLE f•RO: CCII':L` -M SIUL SEWLR C0',N-CTI0_NS T_" •.4m%
L NLS AIR- AS FOLLOW=_
A. VIItel LC CLA" MAIN - CU- N A NEW -EE USING 9-x.BLL
CCNti'I NGP. (FERNCC' 0? APPROVED LOJAI
B. CONCRETE WAIN CORE-DRI_LED Wl- A RCMA(, NAIDL- (OR
a'PFC•dE-, F04IAL).
C. PVC MAIN CORE DRiLLEL WITH c. Rut.IA.0 SAFIDLE R: AP-RCVEC
?:•UAL) OP CLT F! A NEW TIFF l Ihl - ISID ,31.)°LINCS.
C. DUCTILE IRON MAIN - CORE DRILL-) WI -H a f t- AC SADDLE (OF
A�PRCVED EuJA.L)
E '.IAN'HOLE CON'NECTON AI :ONNFCTI JN`- IL7 MAINHOLES SF•S_L 3E
AT MANLFA:JURLID <NO�=K-O..�TS OR THr
51, UC IUP.L t•l ALL BE CORE-JRII I FC.
BC" ALLOWABLE MAX
f -OR CAS1 IRON PIPE
j OR DLCTI-E IRON P =E.
C-0t,2.RFTF
".
b" DICE OJTLET TEE �
o" MIN. WIN =SF
CONCRL-L GLOC•<ING• ANGLE
OF TEE A- k4 AN O' R 25
ELE'dAT ON
NOTE
UNLESS OTHER'NS= SE -OWN ON PLAN, SCE SFVo-R S IAI I HAVE
A. M N AONI 2.5' COVER AT PRGF'F R I Y NI- OR :; LCV,'EH
FAN TFE wtSt HOLSE EL=VATON, WHICHEVER S LOOliER.
n, JK
Gnu �m, ulk SLGPE
HOR 20NTAL
J'F=? MAIN
T"-' � AL SIDE SEMtrR i` FFVATICN
PUBLIC WORKS STANDARD SIDE SEWER STD_ PLAN -- 406A
DEPARTMENT INSTALLATION - -
_ (SEWER MAIN TO PROPERTY LINE) SEFTEWIFT 201
S=3 72 906
CHECKED FOR COMPLIANCE TO CITY STANDARDS
7 5 2,41
K 6+20 6+60 7+00
SURVEYED: SCALE: DATE:.
0 FIRST SUBMITTAL ESM 02/11/14 VERTICAL: NAVD 1988
��' » • HORIZONTAL: NAD 1963/ 1991 �► LaRosa ' `/1 2/20"
1 SECOND SUBMITTAL ESM 4/15/14 i ='� CITY O F DESIGNED '- SANITARY SEWER PLAN AND PROFILE PELDU°OK:
2 MYLAR SUBMITTAL ESM 05/12/14 � C N TO
DRAWN: � I_
PAGE:
ER I
DRAWING N0:
ONE INCH DATUM I L �A� i ��_05
� 51088/`O CHECKED AT FULL SCALE - Planning�Building/Public Works Dept.
S R IF NOT ONE INCH
�s�OHAL � REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 26 OF33
CD
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