HomeMy WebLinkAboutWWP2703621.53A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
4 INT'X STA. 705+96.84, ROAD "E"
S.S.M.H. #H2-33, TYPE 1-48" 0 �(7 \ = STA. 105+42.01, ROAD "B"
.
STA. 700+97.05, 3.69' LT. O4)
S.S.M.H. #H2-34, TYPE 1-48"0 �')(00 \ O
,
STA. 701 +96.67, 3.67 LT. �� �4
�
I
S.S.M.H. #H2-30 S�`�. PAD
SEE SHEET SS-04 S ��A EL. 502.30ALE:
65 a LOUV./ �5
�=0' VERT.
40
. tiF�clJ
z W ♦ s*%b 59 62 63 EL.=502.60 °� �� � % / Lei50 25 0 so 100
o
x � EL.=496. 0 PAD EL.=501.50 DO
0 61 EL.=500.80
Q ; 0 60 P 226.3 -
0
_frf \ z`L2Fr L.F., +
EL.=498.10 L.=4 �i
0- a- INT'X STA. 700+00.00, ROAD "E" ♦ 00 \ pp O 8 SiS S.S = -
x + ,� .. � � ° PAD
= STA. 903+31.07, ROAD "D" ♦ `� ( o
o + N PROJECT BOUNDARY
73.9
zyF - _ -_. _ _._. _ _ ° - - �- 7-z� L.F.,
w i$2- L. ` AD
+ -' - - �� + / EL. P502.70 PAD
SS`O 8 0 S.S \ ` - PAD EL=499.8
X
w 74 i ' PAD � EL.=502.60 6PAD '
PAD \ f -
EL.=501.30 EL.=494.70 ,„
EL.=498.10 96 3 "-'- S.S.M.H. #H2-36, TYPE 1-48 0
w � L. F. , Y. - - w 68 _ - - .
8"0 S.S PAD
o 69 EL. 494.64- -/ STA. 705+01.04, 5.17 LT.
w PAD
(n 73 P 0 EL=493.30 -
S.S.M.H. #111112-35, TYPE 1-48"0
EL.=500.70 �C I --'EL. 4PAD PAD 97.20 / TRACTG
-
EL.=498.40 EL.=499.00 STORM DRAINAGE FACILITYA.G 04+25.00, 3.90 LT.
-�
z AS -BUILT CERTIFICATION:I HEREBY
Q LOCATIONS S OFT THEIFY SEWERLINEHAT THE OSRISOHOWN HEREONNTAL AND RAIRELTHE b
Cf)M I NOR ACCESS ROAD E
RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY �Q
Q I DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK
1 PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED '
J PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY a
d. EITHER EXPRESSED 0 I PLI
y
w 00 r) 00 00 00 00 00 00 (D 0) U N 'OhAL S
7 00 00 Oo ao Oo OR cc Il N U?
v c0 c0 tD I- 00 ai O - N N N -- nn �/
Q 0) 0) 0) 0) O O O O O O `�! j/ �r -t .4-� to � It L0 In DATE: (/
1
I
30
INT'X STA. 700+00.00, ROAD "E"
STA. 903+31.07, ROAD "D"
FINISHED GRADE ELEV CAD INT. = 496.88
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
i
510 1
500 1
490 1
470 1
L.P.
ELEV =
496.13
L.P.
STA =
700+50
PVI
STA =
700+50
PVI
ELEV =
495.88
A.D. =
4.00
K = 12.50
50.00,
VC
U
N
00
+
+
o
cD
o
o
r-
U
J
U>
w
m
to PROPOSED GRADE
cD 0
rn
w ORIGINAL GROUND
102.8 L.F., 96.3 96 L.F.,
8"0 PVC SDR-35 S.S. 8"O PVC SDR-35 S.S.
® S=9-4E)% @ S:-_ 4
0.45%
S.S.M.H. H2-30 TYPE 1-48"
RIM = 496-68r
I.E. IN = 488.48 8" 0 488.31 (E
I.E. OUT = 4198.66 8" 0 488.23 �W)
I.E. IN = 488.36, 8" 0 (N)
S.S.M.H. H2-33 TYPE 1-48"
RIM = 496.72
I.E. IN = 489.42, 6"0 489.12 (W)
I.E. IN = 489.29; 80 489.05 (NW
I.E. OUT = 489.19, 8"0 488.81 (S
700+00
701 +00
33400 8th Avenue South Suite 205 10 IfW�
Federal Way, WA 98003
FEDOW YMY {2W, 536-6113
www.esmcivii.com EVERM (425) 29J-eeoo
Civil Engineering Land Surveying Land Planning
Public Works I Project Management I Landscape Architecturej
ESM JOB #1352-006-007
H.P. ELEV
= 502.82
H.P. STA =
704+34.63
PVI STA =
704+34.63
PVI ELEV
= 503.57
A.D. _
-4.00
K =
37.50
150.00' VC
0) 0
to
+ N
V) O
o
r\
U w
.
g"� PVC SDR-35 S.S. 0 S=4
26.3 � L.F., 1.67%
L.P. ELEV = 501.52
L.P. STA = 705+50
i
PVI STA = 705+50
PVI ELEV = 501.27
A. D. = 4.00
K = 12.50
50.00' VC INT'X STA. 705+96.84, ROAD "E"
105+42.01, ROAD "B"
to ,n FINISHED GRADE ELEV 0 INT. = 502.20
0W)
O0
LO
510
>w U
Uw
�
m �i
w
73.9 44 L.F.,
8" o PVC
SDR-35 S.S. S.S.M.H. H -36 TYPE 1 -48"
® S=9.49-% RIM =5E)2.15
0.32% I.E. IN = 495.33, 6"0494.98 (NE
I.E. OUT = -49�5 1. , 8„ 0 494.78 (S
I.E. IN = 494.98, 6"0 (SW)
S.S.M.H. #H2-35, TYPE 1-48"
RIM = 562-:7!
I.E. IN = 494.94, 6" 0 494.55 (SW)
I.E. IN = 494.81 8"0 494.54 (NW)
I.E. OUT = nc�, 8"0 494.39 (SE)
S.S.M.H. #H2-34, TYPE 1-48"
RIM = ,498.71
I.E. IN = 498:81•, 8"0 490.61 (NW
I.E. OUT = 498+, 8" 0 490.41 (S )
702+00
703+00
2 MYLAR SUBMITTAL
3 1 ST REVISION
4 REVISED MYLAR SUBMITTAL
42 O 5 ASBUILT SUBMITTAL
c�STE, 6 ASBUILT MYLAR
L Er
N0, REVISION
A.
704+00
705+00
ESM
01/28/13
SURVEYED:
ESM
09/10/13
DESIGNED:
ESM
09/19/13
ESM
06/24/14
DRAWN:
�iL
ESM
07/16/14
CHECKS:
AN
BY
DATE
APPR
APPROVE:
490
1 470
z
c
D
CD m
T N
S.E_ � p z
f z
-� S.E 134TH S F
� S.E 1367}i STREET
LIBERTY
H.S.
_ N N
m m
STREET
S.E. 1
M.S.
KEY MAP
NOT TO SCALE
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT-01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS-09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6-INCH 0 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.
* NOTE:
GRINDER PUMPS SHALL BE USED IN
THE LOWER LEVELS OF LOTS 66 - 69
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH ® END
OF STUB
ELEV. 0
S.S. MAIN
DOWNSTREAM
S.S.M.H.
59
497.10
491.10
489.32
S.S.M.H. H2-30
60
499.10
493.10
489.95
S.S.M.H. H2-33
61
499.90
493.90
491.86
S.S.M.H. H2-34
62
501.80
495.80
492.27
S.S.M.H. H2-34
63
502.50
496.50
493.94
S.S.M.H. H2-34
64
503.60
497.60
494.94
S.S.M.H. H2-35
65
503.30
495.82
495.33
S.S.M.H. H2-36
66
494.80
496.07
495.33
S.S.M.H. H2-35
67
495.70
495.82
495.00
S.S.M.H. H2-35
68
1 495.60
494.84
494.07
S.S.M.H. H2-34
69
494.30
494.56
493.81
S.S.M.H. H2-34
70
501.70
495.70
491.98
S.S.M.H. #H2-34
71
500.0
494.00
491.63
S.S.M.H. #H2-34
72
499.40
493.40
1 490.54
S.S.M.H. #H2-33
73
498.20
1 492.20
1 490.40
S.S.M.H. #H2-33
NJ nT6
SAKI I AK'Y SEWER MANHOLe RIM
GRADES WILL BE ADDED UPON
706+00 COMPLETION ON FINAL LIFT OF
ASPHALT
scAL-
AS-BUILT
0
o
n0
�c
c
$ _
roz
z
z
9i
CHECKED FOR COMPLIANCE TO CITY STANDARDS a
VERTICAL: NAVE) 1986 HERITAGE PLAT
1 f1=mf HORIZONTAL NAD 1983/1991 AS CITY
TY OF
mi REN TON SANITARY SEWER EXTENSION PHASE 2
ONE INCH DATUM ROAD E PLAN AND PROFILE:
AT FULL SCALE Planning/Building/Public Works Dept. STA. 700+00.00 TO STA. 705+96.84
IF NOT ONE INCH
SCALE ACCORDINGLY
mo
O
g
o�
a
�z
DATE:
07/16/201
FIELDBOOK
PAGE:
DRAWING NO:
SS-05
SHEET: OF:15
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