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59-* P'T STA. 35 +68.30, 11.51' RT.
�. tiSXa EX. SSMH
!..= RIM = 444.96
= c T I -E. 441.23 (IN)
/ I.E. = 441.13 (OUT)
STA. 5+05.00, 5.00' LT.
SSMH NO. 3
SHALLOW - TYPE 'B', 48°
RIM = 446.71
LE = 441.60 (IN)
I.E. = 441.50 (OUT)
STA. 7 +48.46, 5.00' LT.
SSMH NO. 4
SHALLOW - TYPE 'B', 48°
RIM = 449.14
I.E. = 442.90 (IN)
I.E. = 442.80 (OUT)
STA 34+01.48, 5.00' RT.
SSMH NO. 6 5' WATFR EASE6IEM
SHALLOW - TYPE '8', 48°
RIM = 447.21 I I
LE = 44222 (IN) 33
LE = 44212 (OUT) 32 26
/, � I I •I PRIVATE ACCESS I
TO LOT 16
24
sl - - - 31 ! FF = 447.70 I I i I g �
a - _, .; �,
FF = 449.00 I 0' UTILIn EASEMENT (nP.) 17
UP _ ' - a I I 20 I FF = 450.40
FF = 450.10 -
_ FF = 4 7.1 F F = 47.50 F = 448.00 FF = 448.50 FF = 449.80 18 I z .
/ \ 4 n 4
21 19 - -
��� r
5TH STREET y '�- 30 % 25 \ 23 22 I I a�, 16
a o I FF 450.50
75.4 LFs _ \ \ FF = 447.00
FF = 445.50 / 8' C.O. & 23.8 LF a' PVC ss
- W -
' 0.50% MIN. TO SSMH N0. 4
29 \ ��' / 6s.s LF a ° NE. 25TH COU T o z3s.5 LF e° \: 0 a -- RISER
SS O 0.50% PVC SS 0.50% ° I 8'x6' WYE FOR EACH SS
-j- - SERNCE (TO LOTS 16 & 17)
/ \
FF = 445.00 27 I 15
�s
44477 sssFF = 450.60
FF = 446.70 - --
i� -1 aal� vzt
I I I \ \ � \ FF = 446.40 \ / o`� / � -
I I 34 \ ' ; / 28 sra 4+34s`n' LT. 8
SSMH NO. 2 \ / O+W 53.3 LF 8' S5 ®0.507
1 1 0 SHALLOW - TYPE 'B', 60' 9 ! \ \ 443.51
\ y \ \ - 'b �, RIM = 445.89 `
P�LGT 36 a 5 �., / / .� 7 LE = 441.15 (IN) I 10/ -
- /All BE = 441.05 (Oul FF - 447.90 A 0.
I FF - 448.80 - FF - 450.70
I I FF = 446.00 A \ Ste\ �„ A �� / / / / �� FF - 447.00 FF - 449.20
Lu
O 37 \
41
I 35 FF = 445.00 v`
1 1 1+93 ss /
443 -
FF 449.00
38 s+7as�'
asLr2
NOTE: SEWER STUB ELEVATIONS
SET FROM SEWER INVERT d
I 4 AND LOCATED SUCH THAT PIPE FF = 444.50
UP IS AT NECESSARY SLOPE AND
EX- SS STUB
I.E. = 440.25 \\ / o
6 A. 7 +63.60, 50.23' RT.
SSMH NO. 5
/rb i I SHALLOW - TYPE '13% 48'
RIM = 449.89
Ex. SSMH I.E. = 443.22 (CTR.)
\ / RIM = 448.74 I.E. = 443.17 (OUT)
FF = 446.50 X, LE 438.14 (IN) 12
i
/ 5 2 LEl i 438.04 (OUT) 13
- \ - - - - _FF _ 450.90 I- - -
N - - - - - - - - - - _ FF = 451.00
\ FF - 446.30 FF - 449.40 -FF- -450-50- - - - - - } -
\�\ / 4 ------ - - - - --
I 8'.
FF = 446.10 / FF = 446.10
EX. 10' UTILITIES ESMT.
? + 75.31 PIPE CLEARS OTHER UTILITIES. °. EzASSMH1s.8s, 9.75 RT REC. No. 199917_09001432
- I TO BE 3' TO 6' BELOW FF ELEV. ^"0� �� / \ \ x S RIM = 445.17 / yI EX. 10' SEWER ESMT.
/ �\ LE = 438.78 (IN) 1 REC. No. 7907090780
39 �\ `\..... \ I.E. = 438.68 (OUT) I I 2
FF = 446.40
\ \ o
- �- -- - FF = 444.70 42 1 Ex. ss rue s STA. 37 +95.96. 12.48' RT / \ i 1
i I.E = H
440.14 Ex. SSMH / A co
IM - 445.08 \
�\ - - I.E. = 439.90 (OUT) /
STA. 1+35.36, 5.33' LT. '\ , \
SSMH NO. 1 40 41 j FF - 446.30 43 v ' C'5
SHALLOW - TYPE 'B', 60"
XI
RIM = 444.12 NOTE: SEWER STUB
ELEVATIONS \ \ `
ELEVATIONS TO BE
FF = 445.30 FF = 446.10 e f
LE = 440.50 (CTR.) � _ FIELD CHECKED � SS��
F - 444.80 ELEV. L STED ARE CALCULATED ti
I.E. = 440.45 (OUT) - - - -- -- - - - - xxX.xx) (c)
- -- - 12° - - - --
- -SO - - - -12„ _s�
ESMT.
711'
I ;1A- Al +62.99, 41.06' RT-
AdmkdiIiiiiiiiIIi _030 EX SSMH
RIM 445,93
-' LEE= 43
479 (Our)
ROLL 21 04- FR23'�9
I �7�✓ cCl
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
Date G 2i o BY
Date BY
Date BY
l DALEY- MORROW- POBLETE, INC.
-I.", V\A- RTYI �' 726 AUBURN WAY N.
AUBURN, WASHINGTON 98002
Q c PHONE: (253) 333 -2200; FAX: (253) 333 -2206
'o P 20352 o W�
`ss CNR L i EFEN ��_� ENGINESURVEYING
LAND PLANNING
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STA. 37+95.96, 12.48' RT w o o_
EX. SSMH + p
RIM = 445.08-- -
I.E. - 440.00 (IN) \ '�
I.E. = 439.90 (OUT)
NE. 25TH STREET I NE. 23RD PLACE - PROFILE
SCALE- 1" = 30* (HA 1" = 3' (V.)
U, J311111111E
ROLL 2
t �
RIM = 445.17 I.E. = 437.79 (OUT)
E. = 438.78 (IN)
I.E = 438.68 (OUT)
40 +00 41+00 42+00
CHECKED FOR COMPLIANCE
0 CITY STANDARDS RECOMMENDED
FOR APPROVAL
Date Z o 7 BY
(t.�d¢ihr�i Date BY
Date BY
PaoERµS Pa DALEY- MORROW- POBLETE, INC.
S l 726 AUBURN WAY N.
_ AUBURN, WASHINGTON 98002
Q 1 cF 7 PHONE: (253) 333 -2200; FAX: (253) 333 -2206
�o /yL28352
ENGINEERING
`SS70NALTE E�G\�� l® P a e ® LAND PLANNING
ING
EXPIRES:
Cq.S- 33S80y �gtty� �CA�9 j00?
i
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c
FT_ STA, 1+35.36, 5-33' LT. c c
SSMH NO- 1 a
SHALLOW - TYPE W, 60' A POINT Ui as
c
RIM - 44412 1 ss STUFI c
-
I.E. 440.50 (Ci) r�'� c 440 = 44026
I.E. 440.45 (OUT) 0� '52�i LF 8" PVC TI 0,5%fl c
�FIELD VERIFY LOCATION CONNECT)
CYe
+
LLJ +
EX. GROUND—,
4H,
(HELD VIER"
O co
E-- LOCATION CONNECT) PROPOSED ROADWA
GRADE
6' SS SVC.
'6M LF e PVC_
iss 00.50%
/ cry iL o'
239.5 LF 8' PVC SS @ 0.50%
PT.
O 3
o. —.2 w 40 ------- 50.7 LE a:
E- SS @ 0.50%. 157.1 :LF8'
PVC SS 0 0.50%
x° c STA. 5+05.00, 5.00' LT.
SSMH NO. 3
m TYPE V, Or
L__rlllTlwl_.71
LE = 441.60 (IN) +48.4%5
STA. 7 �1'101_1�
LE = 441.50 (OUT)
E: -'5 SHALLOW - TYPE W, 48"
RIM = 449.14
I.E. = 442.90 (IN)
STA. 4+34.96, 11' LT. I.E. = 442.80 (OUT)
SSMH NO. 2
:,SHALLOW - TYPE '13', 60"
IM = 445.89
(IN) 53.3 LF 8" SS @ 0.50.
LE. = 441.05 (OUT)
30
PROPOSED ROADWAY CAL GRADE
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7
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ili
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_F4-� 71 NE. 25TH COURT- PROFILE 5033
W 6 C_ ALE. 1" = 30' (HA I" (V
z
P p
445
STA. 7+63.60, 50.23' RT.
SSMH NO. 5
SHALLOW - TYPE '13', 48'
RIM = 449.89
I.E. = 443.22 (CTR.)
I.E. = 443.17 (OUT)
440
435
430
425
CHECKED FOR COMPLIANCE
CITY STANDARDS RECOMMENDED
APPROVAL
��
9FOR
—Date �4'3 BY
Date Ll
_h69L BY
Date—, BY
DALEY-MORROW-POBLETE, INC.
W S vBl
726 AUBURN WAY N.
AUBURN, WASHINGTON 98002
PHONE: (253) 333-2200; FAX: (253) 333-2206
ENGINEERING - SURVEYING
L
NA L
LAND PLANNING
rFOrOe
EXPIRES -
KC4307
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445
am
STA. 12 +08.62. 2
SSMH
SHALLOW - TYPE '
RIM =
LE = 443.27 (CTR.)
I.E. = 443.22 (OUT)
CHECKED FOR COMPLIANCE
0 CITY STANDARDS RECOMMENDED
FOR APPROVAL
Date BY
Date BY
Date BY
- 450
Svc.
Few
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— — —
r
STA. 10 +05.00, 2.85' RT.
SSMH NO. 6
I
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7
RIM = 447.21
-
445 I.E. = 442.22 (IN)
V
I
199.7LF8'PVCSSa0.509,
440
I.E. = 442.12 (OUT)
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450
445
am
STA. 12 +08.62. 2
SSMH
SHALLOW - TYPE '
RIM =
LE = 443.27 (CTR.)
I.E. = 443.22 (OUT)
STA. 34 +01.48, 5.00' RT.
SSMH NO. 6
SHALLOW - TWE V, 48"
RIM - 447.21
I.E = 442.22 (IN)
I.E. = 442.12 (OUT)
I
I 9 50
# \
NE. 25TH STREET \
L')
P SS ®0.509,
\ 8 „\
ui
w �(
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W I I
— a 0 I 34
STA 12 +08.62, 285' RI
SSMH N0. 7
SHALLOW - TYPE 'B', 60'
RIM = 447.58
I.E. = 443.27 (CTR.) --
LE = 443.22 (OUT) 7
L
35
(3) B 1 1 +93 SSS
- s-
W NE. 24TH STREET �-
I
x
\ u P
\ 12 75.31
QUEEN AVENUE NE. - PLAN
SCALE: 1” = 30'
r
I
GRAPHIC SCALE
Y '5
60
IN FEET )
I inch = 30 It
CHECKED FOR COMPLIANCE
0 CITY STANDARDS RECOMMENDED
FOR APPROVAL
Date BY
Date BY
Date BY
- 450
Svc.
Few
w n
_
— — —
r
STA. 10 +05.00, 2.85' RT.
SSMH NO. 6
SHALLOW - TYPE V, 48"
RIM = 447.21
-
445 I.E. = 442.22 (IN)
V
I
199.7LF8'PVCSSa0.509,
440
I.E. = 442.12 (OUT)
STA. 34 +01.48, 5.00' RT.
SSMH NO. 6
SHALLOW - TWE V, 48"
RIM - 447.21
I.E = 442.22 (IN)
I.E. = 442.12 (OUT)
I
I 9 50
# \
NE. 25TH STREET \
L')
P SS ®0.509,
\ 8 „\
ui
w �(
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W I I
— a 0 I 34
STA 12 +08.62, 285' RI
SSMH N0. 7
SHALLOW - TYPE 'B', 60'
RIM = 447.58
I.E. = 443.27 (CTR.) --
LE = 443.22 (OUT) 7
L
35
(3) B 1 1 +93 SSS
- s-
W NE. 24TH STREET �-
I
x
\ u P
\ 12 75.31
QUEEN AVENUE NE. - PLAN
SCALE: 1” = 30'
r
I
GRAPHIC SCALE
Y '5
60
IN FEET )
I inch = 30 It
I
CHECKED FOR COMPLIANCE
0 CITY STANDARDS RECOMMENDED
FOR APPROVAL
Date BY
Date BY
Date BY
t ✓ °' °`p. DALEY - MORROW- POBLETE, INC.
�B� 726 AUBURN WAY N.
S AUBURN, WASHINGTON 98002
PHONE: (253) 333 -2200; FAX: (253) 333 -2206
90 .28352 c`t
ENGINEERING - SURVEYING
NNF L Eh� �_ LAND PLANNING
EXPIFES. O -1 'nom. orpora e
-P - -0 NLESS SIG/'El h onlEo
cU_5- 33Sdo4 >�AF+�ED DEC ®Z "nf
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- ANITARV .EWER N, TE_
*:IRK MATERIALS SHALL BE IN CONFORMANCE WITH THE
l./T ST.ANCARLS AND SPEOPCATION OF THE CITY OF RENTON
T'L DEPARTMENT AND HE LATEST EDITION OF THE
F PAA STANDARDS ND sPEaFICarIQNS.
',y - A,.L CONSTRUCTION SHALL BE ACCORDANCE WITH "STANDARD
- PECIF! %a TIONS =0R MUNICIPAL PUBLIC WORKS CONSTRLCTION"
REPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
III w 'SS,- ATION. LATEST EDITION (AP`NA) AND CITY OF RENTON STANDARD MANHOLE FRAME AND COVER
ECIFICATIONS 6 SEE DRAWING BR29 NOTES.
'�0:_ATIONS OF EXISTING- UTILITIES SHOWN ARE APPROXItviATE 12" MAX
25' - ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
A STEPS OR EQUAL.
_.ND iT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY - CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR 21" ARE INSTALLED.
-W;T1 RBANCE RUBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29.
IN ACCORDANCE WITH ASTM C -443 4. MANHOLE SECTIONS TO BE OF REINFORCED PRE -CAST
CONCRETE.
A. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS 4" MIN. 5. ALL JOINTS SHALL BE GROUTED.
AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
AND OTHERS ON THE CONSTRUCTION SITE, STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING:
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN CONCRETE RISER BY PIPE INC., WASSER MC- CONSEAL OR APPROVED EQUAL;
o STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY 7' MIN. OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE.
4D" 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
CONSTRUCTION. WITH ASTM C -443.
8, CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
m 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS ' DIAMETER OF THE LARGEST PIPE.
q•c J 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
/-� O 0•� DEPARTMENT SHALL TAKE PRECEDENCE OVEP. ALL OTHER PLANS. 12 (TYP) MAX . PIPE SIZE - 21" I.D. ADAPTER, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
�•+ ° T- LADDER -STD. ALUMINUM
Q A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER OR GALVANIZED STEEL
�-i �? CONSTRUCTION IS IN PROGRESS- MORTAR - CONCRETE SHELF
> H �w FILLET NOTE: A "FALL RESTRAINT" DEVICE IS
W a 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN REQUIRED ON ALL MANHOLES GREATER
~ �c AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN 17. PRE -CAST BASE SECTION THAN 20 FEET IN DEPTH. TYPE
STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR OR CAST IN SHELF.
LICENSED PROFESSIONAL SURVEYOR. "SURETRACK" LADDER CLIMBING SYSTEM
_� 6 "MIN.: -._..; t'c''. OR APPROVED EQUAL.
N c- BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE r SANITARY MANHOLE TYPICAL DETAIL
PIPE IN LAYERS WITH A DOSE AVERAGE DEPTH OF 6 INCHES, 6" MIN. (TYP) Y ADOPTED
MAXIMUM DEPTH Or 8 IN -HES, THOROUGHLY TAMPING EACH LAYER TO
CITY aP RfNT'Ox
�I o 45 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS Musr SANITARY MANHOLE TYPICAL DETAIL 'Alf, xA
EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO DATE eO�REVISION BY n_ O AxoA Zux96s DI
d C9 THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER NOT TO SCALE N
PIPE SHALL BE THE SAME AS DESCRIBED.
DWG. NAME: BR28 SP PAGE: B071
8 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING r 24 "x 6" FRAME AND LIP
TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND / PER DRAWING BR29.
Q` MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL
j BE NEAT LINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY „ NOTES
MIX PATCH MUST BE PLACED IMMEDiATELY AFTER BACKFILL AND
j COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN _ 1. STEPS TO BE 3/4 P DEFORMED BAR GALVANIZED SAFETY
"
4' MIN TO STEPS OR EQUAL.
DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. _ l2" MAX. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
_ ARE INSTALLED.
I1- DATUM SHALL BE CITY OF RENTON, 1988 NAVE- :� 3. CASTING 'CO BE PER DRAWING BR29.
z - 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
p ' 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR i ' � CONCRETE.
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT 6. ALL JOINTS SHALL BE GROUTED.
Mj y£� FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION 7, SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
S OF CONSTRUCTION. SURFACES, INCLUDING CHANNELING, COATED (SEALED)
✓-' `r 12 iv [- WITH A HIGH SOLIDS URETHANE COATING;
I' d I 11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY rD z WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD -� c WITH ASTM C -443.
AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING 9, CHANNEL HEIGHT SHALL BE A MINIMUM OF' 3/4 THE INSIDE
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL 4" 54" DIAMETER OF THE LARGEST PIPE.
]9„ 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
.a AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL.
Q C] Q MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE .�a.
U1 PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE.°°°
U PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW -
5 THE PIPE. - I SANITARY SHALLOW MANHOLE TYPE B
ADOPTED
ercr
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) - Y ax
RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
L4Tx0ATE. 2 /9fi
d 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND TO MINIMUM 6 w,woe miTeo xorm nc� Ac
/AIDS m
Q INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED DATE REVISION BY gppR' DWG. NAME: BR37 SP PAGE: 8072
,- AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
FR 24'3_
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RECOMMENDED
FOR APPROVAL
Date 2
BY
Date
BY
Date
BY
DER s. A_
DALEY- MORROW- POBLETE, INC.
_
WA F
726 AUBURN WAY N.
AUBURN, WASHINGTON 98002
HONE: (253) 333 -2200; FAX: (253) 333 -2206
PG ,o (,28352 p 4,
<" CISiEPF" 0
JS
® ENGINEERING - SURVEYING
®
NAL ENG\
LAND PLANNING
�LLLlll ®,
ExPIRES. �� T•/O O�
co -') - 335545
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6
7 y -8
STA 7 +4&�Q 669 LT.
v
W
°
I
STA. 5+05bB; &W LT.
SSMH NO. 3
SSMH NO. 4
SHALLOW - TYPE V, 48'
g
STA. 34 +82.86, 8.97' RT.
STA. 35 +68.30, 11.51'
RT.
SHALLOW - TYPE 'B', 48"
RIM = 449.4+Z6
d-
EX. SSMH
RIM = 441.64
RIM SSMH
RIM' = 444.96
RIM = 4463i-&y
I.E. = -44180 IN
O 4Y3. S
z
I.E. = 441.64 (OUT)
I.E. = 441.23 (IN)
1.23
I.E. = 444"50 (IN) 44/.62
8
o
W
I.E. = 441.13 (OUT)
I.E. = 441.50 -(OUT) H4 /s2-
STA 34+01.5.98• RT.
'
SSMH NO. 6
'6',
+--
-7"4,
5' WATER EASEMENT
SHALLOW -TYPE 48°
RIM = 447.*ZL
I.E. = 44122 N) 442.5633
P4
W
I.E. = 44212 (OUT)yvZ"
26
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I
PRIVATE ACCESS
z
W
950 FF = 447.30 aaa /
7
/
/
24
I I I T6 LOT 16
o
U
-o- _ F =
446.60 7 31
FF = 447.70
I
I
I _ I I I I a9
FF - 449.00 0' U71UTY EASEMENT (TYP.) a 17
-�
P4
U
UP 3
�
\
FF = 447.10 FF = 447.50
I I
FF = 448.00
FF = 448.50
20
F = 449.80 I
FF = 450.10 I a FF = 450.40
/
,
>_4
a, FF = 446.10
21
18 -
a
=n �
W
\ 30
25
\ 23°
M22N
19
I �
OFF
m_
I = 45050
'tee' �°
\
-_
c\z a
\ FF = 445.50
FF = 447.00
W
6 -�I
o.gs�o �b
/
29
\
y>"%
'� �' �' o
'�c
_
239 LF 8"
' 8' C.O. & 23.8 LF 8' PVC SS 0
0.50x MIN. TO SSMH N0.4
\
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NE.
C o
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\ 0 6'- s1sER�9/
8'x6' WYE FOR EACH SS
as
\
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\ I
SERNCE (TO LOTS 16 & 17)
S 41" FF
= 445.00
27 '�se`�`
- 15
8 e
f
\
/
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1 °'$ FF = 450.60
0
OpE
FF = 446.70
- - -
I
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--
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- - -- -- -
zu!
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FF = 446.40
/ o
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\
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a
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I 34
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28
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STA 4+34.9,, 11' LT.
/ SSMH N0. 2
8
\
/ 533 LF 8" SS 0 OXM
52.9 11.81e
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v €
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s 5-
\
i/ SHALLOW - TYPE '6',
7�
60"
9
m E
P I
36 � d� \
\
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7 RIM = 445,89
I
I 10
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°
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L FF - 447.00
I I -
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\
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\
I.E. =441 }5 (IN)4y /,zs
I.E. _ •441.86 (OU j 11gW= 447.90
ikv ,/
FF = 448.80
14
FF = 450.70
\
-D
Z
Lu
I
I I FF
= 446.00 \� S /\
\`\
\�\
�" \
\�
/ /
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'/ FF - 447.00
/ -
FF - 449.20
- / 2
-
- \
w
I
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/ N*
3 7 O
3
- -
37 \
B
6
SSMH NO. 5 50:' RT.
/`�\
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��
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TYPE
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SSMH
R M
I.E. = 443.17 (OUT)V y.9,<J
L +TY 35
_ \ \/
FF - 445.00
\�
FF
_
- 446.50
= 8 74
I I.E. = 443.17 (OUT)yy6y
12
5
2
LE1 438.04 (OUT) 1
13
1
FF = 449.00
- /
�5
\
o
FF = 450.90
7s _
\ \ FF = 446.30 /
FF = 449.40
_
I- - -F = X5050--------
�- - -
= 451.00
♦- - - - _
�i
01
38
4
\aov /
- - - -FF
=
NOTE: SEWER STUB ELEVATIONS
Ir
/
UP
pi
_
SET FROM SEWER INVERT
FF - 444.50 I'
�
8"
\' FF - 446.10
c
AND LOCATED SUCH THAT PIPE
-
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�„ Q°
1
/ FF = 446.10
I
o
Up IS AT NECESSARY SLOPE AND
oa�.�"�o
/
3
EX. 10' UTILITIES ESMT.
of
I
12+75.31
PIPE CLEARS OTHER UTILITIES.
OtT6 SSS
���
`, \aa
STA. 40 +16.86, 9.76' RT.
E.. SSMH
I REC. No. 19991209001432
At
a
(TO BE 3' TO 6' BELOW FF ELEV.
\
Moa \\
/ \ \ S
RIM �
EX, 10' SEWER ESMT.
01
-L
39
/ /
L�
= 445.17 (IN)
438.68 (OUT)
1
I REC. No. 7907090780
nM"QN *
w
/ o
_ \
/\
\\
\ `
�`•
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FF = 446.40
I
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- - - -
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EX. SS uB
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STA. 7 +95.96, 12.48' RT. \
EX. SSMH
\
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/\
/
01
_
\
IM= 445.08
\
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\
&
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STA. 1 +35.3,, 533 LT.OR
1
I.E. = 440.00 (IN)
I.E. E. = 439.90 (OUT)
\
CHECKED FOR COMPLIANCE
of
I
SSMH NO. 1
41
43 \ -
TO CITY
STANDARDS RECOMMENDED
APPROVAL
SHALLOW - TYPE 'B', 60"
40
FF
= 446.30
\
\ \
8 \ o
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Date 2/ o 2 BY
RIM = 444.1210
NOTE: XISTING SEWER STUB
\ \
�� ��
N .23RD LACE /FTx:�a��
Date BY
c
I.E. =44939 (CTR.) y4a -6/
FF
FF = 444.80
= 445.30
ELEVATIONS TO BE
FIELD CHECKED FF =
446.10
S3 `
-_
Date BY
wi
I.E. _ �44G 4EJ (OUT) Z1Z/0•S!o
ELEV. L TED ARE CALCULATED
I I
- - - -
XXX.XX
-- - -L )�)-------
- -
12" Sp
- - - - -�
`\�
1 S� oER S
DALEY - MORROW- POBLEM, INC.
- -
--
12 ��'- `
Q<� W
�� 0 !F
726 AUBURN WAY N.
AUBURN, WASHINGTON 98002
o.
N
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Q •.�`" �'
PHONE: (253) 333 -2200; FAX: (253) 333 -2206
3
-
o
1
2
ESMT.
�j
rrr STA. 41 +62.99,
41.06' RT.
EX. SSMH
RIM = 445.93
9oF yF 2 352 �e
c Ea0 \0
NA L
aD ENGINEERING - SURVEYING
LAND PLANNING
�
Sm335
Z
LE.=
I.E. =
437.89 IN
437.79 (OUT)
E*XnuP. IR Q v
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W
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EXISTING ROADWAY CL
I.E. = 440.00 (IN)
I.E. = 439.90 (OUT)
N
N Z
1.37%
0.1 ',-�
c
19 lF 8' PVC SS 0 0.
-1.28%
EX. ROADWAY
Q W
FROM SSMH NO. 7
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ZZ
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//
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C\2
EX 6` W
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---
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xi
EX. 8"
W
EX. F.H. TEE
EX. 8" SS
EX. SS
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04
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EX. 8" SS — - - - -- -- --
—
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8" SS I
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U
EX. 8 ". W
0 o E
. 34+82.8E, 8.97' RT.
p
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EX. SSMH
RI = 446.09
.ail
✓4 F-I aR.1
(~ W ad
SSMH NO. 6
ALLOW - TYPE '8', 48-
I.E. - 4 L64 (OUT)
— -- —
V& 35t88M, 1.51' RL
- - - ". - --- - - - -
--
p-
c
I.E. = 442-22 (IN)
-
2.96
- - --
-- - -- ------
- - - - -- -
-- - --
-
-- - - --
—
- - - - - --
€
mE
I.E. = 442+2 (ODT)
2.35
4E. • 41.13 (0 1>)
STA.
41 +62.99 4106' RT.
�I
STA. 4016.86, 9.76' RT.
EX SSMH
RIM 4459,
a CD
EX. SSMH
I.E. = 437.89 (I) j
RIM = 445.17
I.E. = 437.79 (OU)
I.E. = 438.78 (IN)
-
_
LE. = 438.68 (OUT)I
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00
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41
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III
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CHECKED FOR
O STANDARDISNCE RECOMMENDED FOR APPROVAL
Date Z c 7 BY
e'
Date BY
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o
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RDIiom"m
DATA
P�1pER
726 AUBURN WAY N.
c��' l�n
y�
AUBURN. WASHINGTON 98002
PHONE: (253) 333 -2200; FAX: 333 -2206
i ♦
(253)
7
7
y
Al
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Po y 8352 ce.
FfSS70
1 E
Q D ENGINEEF SURVEYING
NE. 25TH STREET /
NE. 23RD PLACE - PROFILE
NA L CNG\��
N PLANNING
D
z
SCALE: 1" =
30' (H.), 1" = 3' (V.)
EXPIRES: eB Lf9 06
inoorporptetl
srwv x wuo ss Ro a o�rto
ONS-330107 cD.g -3'54 -xt w OECM007
r
o
o
N
N
STA. 37 +95.96, 72.48' RT.
EX. SSMH -
RIM = 445.0
_
I.E. = 440.00 (IN)
d
I.E. = 439.90 (OUT)
z
ff
I
o
¢
W
STA. 1 +35.36, §33 LT.
O(�
SSMH N0. 1
SHALLOW - TYPE 'B, 60'
LOW POINT ELEV = 441.16
Q+
RIM = 444.32/0
LOW
POINT STA = 2 +89.36
EX. SS STUB
W
I.E. = 440.50 (CTR.)44 .
PM STA = 2 +81.03
I.E. = 440.26
W
I.E. = 440.45 (OUTW40,
PN ELEV = 0.99
A.D. = 3.00
52.5± LF 8- PVC 0 0.57.1)
.0
50.00' VC
(FIELD VERIFY LOCATION &CONNECT)
ik
Wx
C/D WN
L
w EX. SS STUB
I.E. = 440.14
r.
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c
N<
a!
EX.
GROUN
PVC 0 0.593)
x W
Z
(FIELD VERIFY
Uzi
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m
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LOCATION g CONNECT)
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+
PROPOSED ROADWAY
C\2
GRADE
1.00%
I
zoo -zany
/ Fl
6' SS SVC.
1.00%
_ " -^
6&8 LF 6• PVC
TYP,r - -
- - -- - --
_ _ -_
445
/
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o " - -t
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L-
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—._ — --
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- " --
-
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239b'� LF 6' PV' ®9.§6SK
4
SHALLOW TYPE 'B', 48"
IM = 4=-3
o
l N� I #
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I.E. _ (CTR.)4y3.YG
^
s
(~ ;�
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I.E. _ (OUT) 443.4/
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LLOW -TYPE ' ', 48'
III
'STA. 7 +48. ,
�l o rn
I.E. - 44158 (OUT)) YVI- L
H NO.
.
Is
35
- - -- -
— -
_
435
! RI = 449:i4zs
STA.. 4+34.96; 4 LT.
III
! I.E. = 42A (IN)4W.GS
i I.E. _ (OUT) y42•%' I
SSMH NO. P
f
SHALLOW TYPE 'B', 60'
RIM - 445.86 74
I
I.E. = 4#15 (IN) �/Y /.ZS
b3.3 IF 8' SS R
,
I.E. = 441:05 (OUT) x/4/./5
�
52.9 o•4B7e
30
- -- -
--
-- - -- --
- --
- --}-- - --(� - - ---
z
1430
I
V
- -- - -
- - -- - -- - ..__._... - --
PROPOSED R ADWAY C/L GRADE
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1 +00
2 +00
3 +O(
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5 +00
6 +00
7i -00
m
of
335808
CHECKED FOR COMPLIANCE
0 CITY STANDARDS
RECOMMENDED
FOR APPROVAL
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BY
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u MYOIR�01'111NRVM ON
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Ogg
DATE: '12��;1
�pC� W S 726 AUBURN
RN, WASHINGTON
WAY N.
2
N
28351
PHONE: 255 3 333 -2200:
(
FAX: 255 3 ) 333 -2206
(
a
V
�
W i
/pNAl
Q D ENCON
NE. 25TH COURT- PROFILE
NALtE C
LAND PLANNING
i
SCALE: 1" = 30' (H.), 1" = 3' (V.)
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EXPIRES: U p
STN1P NOi V UNUM FO k DAM
d8". 335T0%
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