HomeMy WebLinkAboutzS-3162SetLL
rf
c
c
U
c
c
c
Ln
O
0
w
a
z
w
J_
PW
I
z
0
w
w
J
W
00
0
0
N
M
w
Q
0
z
L
r
s
z
r
fi
} 1J
,T]A•
KATHY • •
JAY COVINGTOU
•'
91 ` A •
Roth Hill
i
Prtners, z
601 116th Avenue NE #100
NO
3• • • ii
JOHN HOBSON,
DAVE CHRISTENSEN, PE
n � E
t
LIVILKULNUY 911
ONE CALL 1-800-424-5555
THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN
PREPARED BY ROTH HILL ENGINEERING PARTNERS, LLC
(ROTH HILL). ALL FIELD INFORMATION PROVIDED BY OTHERS.
ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR
COMPLETENESS OF INFORMATION PROVIDED BY OTHERS
AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF
ERRONEOUS INFORMATION PROVIDED BY OTHERS.
REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP: PARAMETRIX
REVISED BY: RANDALL LAMERE
DATE: MAY 02, 2008
SHEET INDEX
SH.NO.j DESCRIPTION
7 • m . 1
�
|
_
_
~^
�
Ld
Ld
ry
�
z
Li
�
Ln
'
af
All
EXISTING
FOUND TACK IN LEAD
|l TYPE 1 CATCH BASIN
TRAFFIC SIGN AS NOTED
fh
TELEPHONE MANHOLE
STREET LIGHT
YARD LIGHT
oSLCB STREET LIGHT CONTROL BOX
[Epm POWER METER
Ulpio POWER JUNCTION BOX
EB WATER METER
0 WATER VALVE
CONIFEROUS TREE SIZE AND SPECIES AS NOTED:
C=CED/\R, D=DE0DORA^ F=F|R' H=HOLL HK4=HEk4UJCN,
J=JUN|PER, K4=MAORONA, P=P|NE, S=SPRUCE
\
DECIDUOUS TREE SIZE AND SPECIES AS NOTED:
A=ALDER AP=APP|F B=B|RCH, C C ERR CW=C{)TTONN0{]D,
CN=CHE8TNU O=DEC|DU0US DW=O{}GWO[)D, H=HAWTHORN,
P=PLUKX` PP=PDPLAR, YV=VNLLOYV
o
MAILBOX
MONITOR WELL
�r WATER SPIGOT
SEWER MANHOLE
`
CX'r^-�— TRAFFIC SIGNAL POLE
�.
T TELEPHONE VAULT
P POWER VAULT
oT3C8 TRAFFIC SIGNAL CONTROL BOX
CROSSWALK SIGNAL
FOUND MONUMENT AS NOTED
onp TELEPHONE RISER
OTM TELEPHONE MARKER
FU POWER TRANSFORMER
SHRUB
`._
C.C\R. CITY OF RENTDN
R'Rm. RAISED PAVEMENT MARKERS
Om POWER RISER
FIBER OPTIC MANHOLE
co SEWER CLEANOUT
o
BOLLARD
��
��
POWER TRANSFORMER
w
TV RISER
U]
TV JUNCTION BOX
BUS STOP SIGN
Moa
TELEPHONE JUNCTION BOX
[�E]
CABLE TV VAULT
��
CABLE TV VAULT
~"
WATER BL[)W}FF VALVE
( \
\ �
TRAFFIC DETECTOR LOOP (TYPICAL)
� /
GAS VALVE
+�+
GEOTECH BORING
-- ------ -----
DITCH
------p/TIr
AERIAL POWER LINE WV TELEPHONE
---- ----p----
POWER LINE
---- ---'G -----
GAS
---- -----r----
TELEPHONE LINE
------- . o----
FIBER OPll{}8 LINE
STORM LINE
--------
SANITARY SEWER LINE
��---- ----������
WATER LINE
---' -- -- ---'
RIGHT—OF—WAY
----- — -------
RIGHT—OF—WAY CENTERLINE
--x---x--'x_—x--
FENCE LINE
BUILDING
CONTOUR LINE /5' INTERVALS)
------------
CONTOUR LINE /10' INTERVALS)
04
/
/
SANITARY SEWER LINE
SEWER MANHOLE
11
Kej
11049016006101�
T77
|
� y
�
� |
i
. !
MJL
BPW
BPW
TF
BY DATE APPR APPROVED:
NTS
ONE INCH
AT FULL SCALE
n NOT ONE INCH
SCALE ACCORDINGLY
ag
/
! -- --
. .
/
��u�
xvnoVwn��wm ,nm/vo` CITY �\[-
L,| | | \/|
[)[NT/�N
|\L_|� | ��|�
DATUM Planning/Building/Public Works Dept.
NE SUNSET BOULEVARD (SR 900Y
DUVALL AVE NE INTERSECTION
INDEX SHEET & LEGEND
�
�
DRAWING NO:
SHEET: n
2 m7
0
W
THESE DRAWINGS WERE PREPARED FROM A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL
ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY
BERGER/ABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGER/ABAM
ENGINEERS, INC OR ITS CONSULTANT. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF
STATION 162 +60 AND EAST OF STATION 189 +75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY
SEWER MANHOLES BETWEEN STATIONS 162 +60 AND 189 +75 ON SUNSET BOULEVARD AND BETWEEN
STATIONS 174 +00 AND 200 +00 ON DUVALL AVENUE. THE DRAWINGS RECEIVED FROM BERGER/ABAM
INCLUDE RIGHT -OF -WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH
ROTH HILL IS REFLECTING ON THESE DRAWINGS.
UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE
UTILITY PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES
OF THE EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND
UPON LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGER/ABAM
ENGINEERS, INC. IN GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT
WHERE THEY COULD BE IDENTIFIED. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY,
EITHER LIVE OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS.
T
L #516970 -0115
INDUCTION LOOPS
(6' DIAM) TYPICAL
LLJ
° ;
EX Mil 328
AbPROX. 130' N
G TL #032305 -9282 � 6F ,X.SSMH 92
ili i ice/ (N6T SURVEYEDI _
iiai-- - - -_ --
r
SO 3-23-5
THE DEPTHS OF STORM PIPE CROSSINGS SHOWN IN THE PROFILE ARE CALCULATED BASED UPON
FIELD SURVEY OF INVERT ELEVATIONS FOR ADJACENT CATCH BASINS WHERE THAT INFORMATION
IS AVAILABLE. SOME STORM DRAIN CROSSINGS ARE SHOWN AT ASSUMED DEPTHS. ALL OTHER
UTILITY CROSSINGS IN THE PROFILE ARE SHOWN AT ASSUMED DEPTHS. ACTUAL DEPTH OF THESE
UTILITY CROSSINGS IS NOT KNOWN AT THIS TIME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE ELEVATIONS OF UTILITY CROSSINGS PRIOR TO CONSTRUCTION
REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP: PARAMETRIX
REVISED BY: RANDALL LAMERE
DATE: MAY 02, 2008
15" PVC SEWER: 417.7 L.F.
- ii.- iiiiiiiiiiiii ❑ >I
j s SCISS H 243 i ,�_//iiiiiiiiiiii�� i
li STOP R ii ii l� v
�A I iI i I.GGGLLGG.G.G.G.�...G.G.�/� /�j li II li I A_
( ( iI� Cpl f
❑ APPROX. LOC.
o i I ❑ i! ii I ii EX. 8 DI W
;K / sA- ! i
} --
( ROCK r,�e ` - �� - - - - -- - - _ - =_ - - - - -- -- - - - - -- - - - -
-L f ! ` - -- - - -- ___ --
G'
-- - �_
� L � WALE 1 � I_ -- - - - ___ --- - - - - -- - - - - - -- ------------- - - - - -„
- - - -- T
-�- - - - ' Q❑ ii EX. DRIVEWAY =j - - - - -- - - - - --
-- - � - -- - - - -- - -.
�}: j y C� T Ce r i_ HANDRAIL �a� -- - -- - - --
- - i\
-- - - HANDRA471 a _�
i,
�—
�y. ADJUST EX. SSM i i ° P 71
_ - TS f3
�f5 i —
> o i EX. SS -NOT IN SER ,, e - - - - - - - - - -- - - - - TR - - - -+ X
- - - - -- -- Fo FO = == FO == -Fe y- o p- TO �GRADE�� = =€o == = =€a = == �=�e> �=�= e-�=�= FOoro --__ _- rte-- -_ _-�o __ �- r c}- - o-- - ; - = E DRVEWAY
_ \
(APPROX. LOC. lsc
-- FO----- I- U-- --t- -- FO FO _ Q
- - -- - - - -FO- - =9 - -- FO _ s�c��_ __ -------------- - _
- 0- - FO- -- - �- - - -- - - -- - -- - -- ---- - - - - -- -- - -- - - - -_ - -_ - -- - -- - -- ----- - - - - -- -- - - - - -- -- - -- --- - - - - -- - - - - -_
- - -- - -- -- - - - - --
- 4 EX.SSMH 92 _.__ °- EX. 12' DI w - - --- - - - - -- - -- - _ - -- -- - - - - - -- - - -
- -
- - - \ AB ND_ 4" AC W (APPROX. LOC) - - - - -- -- - - -- - - -- - -- - -i- - - --
-- -- I - - - -- _.. - -- -- T - -- - - - - -- - - -- -- - -- __ -- - -- -- - -- - -- - POSSIBLE BURIED TEL. CROSSING T
FIBER -OkIC CONDUI�S STOP R EX. 2" GAS / PER RECORD DRAWINGS. EXACT
DIRECTIONAL- DRILLEq INDUCTION (APPROX. LOC.) LOCATION UNKNOWN. CONTRACTOR m
- -
--
LO PS DOUBLE YELLOW R.P.M. TO POTHOLE
f ' ✓ SEWER IN \ 6' IA (TY )- - -. -. - -- - - -- -- _ -- - - --
PROP.SSMH 90C 170 +00 5 (TYP) 171 +00 172 +00 PR
169 +00 - - ca
CASING - 1�8 +00 / �_
-- _ - � -t - - I -, - -vim - -I - - - ��- - ----�- - - - - - - -! - --�- - �� - � - -- # - r - - - ------ -I- - - - -;- - - - I- - -- �- - -�� - m
POSSIBLE BURIED
ABAND. 6" W TEL. CROSSIN PER ��� - _- - - - - - -- _- - _ - - - - -- - m
TEL. SECVER IN� - --
(APPROX. LOC) ROCARO DRA INGS. (14" DIA. CASING PROP.SSMH 906 6 GEOTECH
BORING o
-' STOP BAR j ` � SOMEWHERE I SIDE 1
EX.SSMH 91 BOXED AREA
SAME TRENCH
- - - - -- 6 EX.SSMH 90 - -- — L- - - -- o
- - -� �-- - �--------- �- �- - - -- -- - -- - - --t�� PR P.SSMH 90A6
(APPROX. & c� ) E �
- - - - --
-- --
- -- —
T T —p- T'__ -P T _ -- —F� T - -�- T �r -- T -� T --� T —T T -P — T T �_ _ T _P-
-- T T - - -T T - T - - -- -- _ �- - - - - -_ - --
_- - - - - -- P�J G P -�°-_� - - -- - - -- T -- T -- T T T T T_..rr�- T T T-- - - - - -- - -- T T-
T � I
PPP - --
— -f� - - - - - R 'rte P -- � � P � 1� i- --
- TsC�— �� G- , " �iG - - -L -O 0 s�ce �� EX. POWER FR secs
EX. - (APPROX. LOC.) ,�' EX.SSMH 88 Z\(b
Tsce EX. 8" SS -------=----- - - - - -- ------------------- - - - - -= �Q- -- - -�.
(APPROX.LOC.) - - - - - - - - - - --
i�_- - r--- - - - - --
EX. SS �ce�� �I i a - - -- --------- - - - - --
_ _
(APPROX. LOC.)" EX.SSMH 89 -
\ �` Ex. ss-- - -�_L� ABANDON EX. SANITARY
�'�TSCE (APPROX. LOC.) ����
SEWER BETWEEN SSMH
^ � EX. DRIVEWAY r
'7`, --.._ r ` 90 AND 87 AFTER PROP. - - -- - - - - - -- - -- - -- _ - -_ - ______ -- - -- -
--
_- o� ` Tsce - - - - EWER IN SERVICE
I _
I I
--\ ABANDON EX. SSMH 1 0
� EX SS-
�' NOT IN SERVICE
ABAND N EX. SSMH e
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
1- 800 -424-5555
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
Off'
o17A
/ 31749
TL #516970 -0050 /
r �" �SSfONA
IST
L Eg�'0
Q2 EXPIRES 10/9/;L s,
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
T__
I.
....... ....... ........ ....... .....I ... ......... ... �.
........ ......... ......... ......
.. ... ......... ......... .. ......... ......... ......... ......... ......... ......... ......... .........I..... ..... .......
.... ......... ......... ...... �.........I.........�......... .... -- - - - -- --- ...... ......... . - - - - - -. --- - - - - -- --- ...... --- ...... ......... .........
................. .. ......... ......... ......... ......... .........�......... ......... ......... .........j.........j........ ......... �.........
o......... -- - - ......... .... . - - - - - - - - - -------- .I......... --- - - - - -- ........ ......... ......... ....... ......... ........ ...
J :..: ..... ......... .........�......... - - - - - - -- - - - - - - ..... .........
I. .... ........
0- - - - -- -- - -- - - - - - - - -- - - -- a
U)
......... ... - - - -- ...... t - ..... - ..... - I-
-.. - -.. -- :........ -
_ I..... .. ......... ......... ......... ......... ......... .........j........ j i........ j . - - - - - - . ......... . . . . I - - - - -- - - - - - - - - - - - - ..... ... .. ......... ......... .......
(......... .........i......... ......... ......... ......... ......... �.. ......... ......... ... - - - - -- ......... --- - - -... ......... ......... ......... ........
0 f,> - 316 � 3
3
cn
w
Q
z
w
J
w
Lo
O
O
N
z
0
cn
w
J
3
rz
w
O
O
N
O
H
Q
0
z
0
*111
SW 3-23-5
TL #516970 -022
TL #516970 - -0110 TL #516970 -0119
_
�
v i - ,_.N
/i' Q
TL #516970 -0121 '
LOC.
D I W
' I � POWER TRANSFORMER
J
r
lY -
sLm _ — — — — — I I NE-SUNSET a �-- — H i _
8 SSM ,,/ _
NAY / - _ �— J P �� _ -- - _J - - -- - I - - --- �.1� - EX
F ER -OPTIC --
- -a - - -- - F F -0= =_ =F - -� € - - - -- P - -T — P - - - - - -- -- - - - - -- -- - - - - -- �__ _ CONC c y -. _ �- DIRECTIONAL DRILL
= - =F-� _ __EC __- = =EO =_ _ _�- __ _ -- =_ -_ = _ 0 - -� m o o ----- - - - - -- RETE WALK_ � � � 'y �- -- CROSSWAL
T o"
- I S�CB ( IfO •' - - -- -- - - -- 0 - - -- - - - -- - - -- - �yh 1� --
-- ___- ________-- - -_ _____ -- -FO - --- -FO - -- - --
- — I Bus stop ________ _ - -- - - °?— o_ / -FO —FO --- FO - - - -- 05
- - - -- - -) - -- - -- - - - - - -- - - - - - _ F ), �" Dr V?i SHELTER 7
- - -- _ 10 -Fo-- - _
ABAND. 4" AC W (APPROX. LOC) ABAND. 4" AC W APPROX. LOC - EX. CATV SEWER IN - / 6 ¢ABANDON E� SSM , —Fp -- — p - -_ —_
- -- - -- _
- - - - - -
-- -- - - - - --
-- - - - - -- . - - -- --------------- - - - - -- - -- _ �4' DiA.CASING / P P � FO - - --
- - -- _ - VF-X. -12 DI W
s�ce P `o
i P EX. 8" SS� P--`
- - - - p j_ EX. D�LVE A-f -`—��- -
In o
ABANDON EX. SANITARY '1 S�ce`
TRANSFORMER VAULT ��o ��� / % —!� p- t.- ..-..- - - --
SEWER BETWEEN SSMH 89 �; �� 6 ` - ,
___ -____ -___ `uc „
SAME & ELE (APPROx. Lnt. AND 87 AFTER PROP. SEWER `ADJUST EX. SSM \ �� ' / / EX POWER
SE 9 47143 <�: V ��
\ }---�
o� ` �� IIV 3ERWCE �I f�o� ( PROX. LOC.)
\ (APPROX, LOC.) �"' ---- _ _ TO GRADE
TL #516970 -0092 # � / / / / —
TL 516970 -0092 // %
ABANDON EX.
SANITARY SEWER
BETWEEN SSMH 167
THESE DRAWINGS WERE PREPARED FROM A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL
ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY
BERGER/ABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGER/ABAM
ENGINEERS, INC OR ITS CONSULTANT. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF
STATION 162 +60 AND EAST OF STATION 189 +75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY
SEWER MANHOLES BETWEEN STATIONS 162 +60 AND 189 +75 ON SUNSET BOULEVARD AND BETWEEN
STATIONS 174 +00 AND 200 +00 ON DUVALL AVENUE. THE DRAWINGS RECEIVED FROM BERGER/ABAM
INCLUDE RIGHT -OF -WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH
ROTH HILL IS REFLECTING ON THESE DRAWINGS.
!�, <) / ,�� AND 216 AFTER PROP.;,
UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE THE DEPTHS OF STORM PIPE CROSSINGS SHOWN IN THE PROFILE ARE CALCULATED BASED UPON ��,' SEWER IN SERVICE
UTILITY PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES FIELD SURVEY OF INVERT ELEVATIONS FOR ADJACENT CATCH BASINS WHERE THAT INFORMATION A9
OF THE EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND IS AVAILABLE. SOME STORM DRAIN CROSSINGS ARE SHOWN AT ASSUMED DEPTHS. ALL OTHER _ �`� A /
UPON LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGERIABAM UTILITY CROSSINGS IN THE PROFILE ARE SHOWN AT ASSUMED DEPTHS. ACTUAL DEPTH OF THESE
D
n
Z
z
m
m
m
KI
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
1- 800 - 424 -5555
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP: PARAMETRIX
REVISED BY: RANDALL LAMERE
DATE: MAY 02, 2008
8" PVC SEWER: 40.8 L. F.
15" PVC SEWER: 543.9 L.F.
EXP1REs 10 9 wooer
. . . . . . . . EX. 12'� WATER . . . . ,/
. fX. 12" W TER. .EX. FIRE --OPTIC .. . . . . . . . . . / i / 4�'L x12.4' HIGH
EX. "CATV EX. .PWR .
...... .. . . . . . ......... .. . . - - - - - / /' /
..
ABAND. 4 WATER ' GAS V- (S
. . . . . . . . . .EX: SIDE EWER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \/ i /ia
. . . . . . (APPROX. OC) . . . . . . . . . AND.- . WATER i
O .. ... .... APPROX. LOC: off/ EX.SSMH 167
. . . . . . . . .(APPROX. -LOC. . . . . . . . . . . . . . . ( ). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (APPROX: LOG.) i /
. . . . . . . . . � R . LOC,).
. . . . . . . . . . EX. TELE . EX. PW ... ......... ... ..... .... . ..... (.. ... ..... .... . . ... . .. . . .... EX FIBER —OPTIC . . . ..... / / '
......
. . . . a ®:, . . . . . . . . . . (AP.PROX..LDC. (APPROXN LOC.). . . . . . . . . .. � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
..... .. .........�
0
rr
W
w
Q
z
w
O
O
N
z
0
U)
Li
LL.
O
w
in
w
t[9
O
O
e
o)
Li
F--
Q
0
0
z
F-
1--
0
J
a-
SW 3-23-5
j T
L #5168 70_ 0050
� r
1 ti � it i
ASPHALT U I /
I r 1-# \6970 0
Q 051
Ex. FI ER -oPrIC- - -I �' ��� °�
DIRECTIONAL DRILL
4LK/
o -
--- FO - - --
-Fo-
--FO
o
- '- -= -_ _F / V 0
a PROP �/ -�
�I SSMH 21 ,E __ % - _ p - - _ 1 ; ���� -- - - - - -- �� � Sze
Fp a ORI �EWq
.EX. TE
_ _ �-
LE (APp - �- i
-- 7 - - L OCR — - - P -�`Y ( -F0
8„ Si — 'ice -_-
S f -
- �-
_
i
EX. CATV _ waft
(�PPROX. LOC.) DOUBLE SINGLE
YELLOW - _ _ - WHITE , _ _ _ —
i� - - _
T
BASyEO - `
T -� r WHITE L ///� W � ✓� SAND 3 -
- R. P n j __j mftft - A C W i P EX -
_ i — -
-- _ _ T X SSM — _ - _
'! ----- - -P - -- - _ _ +® H 216 ®� -
_._,
Tz-
+
X SSMH 174
EX. DR/ VEW� _ ! '�_ p � �lN- G�_WHI TE R P, M. a E
> Ica w POWER _ P- -T 10
(APPROX -�, T - -- --- �ABANDO EX. SSMH
81 T
- � - _ -'- _
T
4" VER T. PVC - --- - -
PIPE IN T� #516970_00 i'� R ABANDON EX. SANITARY SEWER
_-
coNTROL eox � �� � 5 u� ��- BETWEEN SSMH 167 AND 216
RAFTER PROP. SEWER IN SERVICE
TL#576070_0075
THESE DRAWINGS WERE PREPARED FROM A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL
ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY
BERGER/ABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGER/ABAM
ENGINEERS, INC OR ITS CONSULTANT. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF
STATION 162 +60 AND EAST OF STATION 189 +75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY
SEWER MANHOLES BETWEEN STATIONS 162 +60 AND 189 +75 ON SUNSET BOULEVARD AND BETWEEN
STATIONS 174 +00 AND 200 +00 ON DUVALL AVENUE. THE DRAWINGS RECEIVED FROM BERGER/ABAM
INCLUDE RIGHT -OF -WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH
ROTH HILL IS REFLECTING ON THESE DRAWINGS
UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE
UTILITY PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES
OF THE EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND
UPON LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGER/ABAM
ENGINEERS, INC. IN GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT
WHERE THEY COULD BE IDENTIFIED. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY,
EITHER LIVE OR ABANDONED. THAT ARE NOT SHOWN ON THESE DRAWINGS.
THE DEPTHS OF STORM PIPE CROSSINGS SHOWN IN THE PROFILE ARE CALCULATED BASED UPON
FIELD SURVEY OF INVERT ELEVATIONS FOR ADJACENT CATCH BASINS WHERE THAT INFORMATION
IS AVAILABLE. SOME STORM DRAIN R IN
C OSS GS ARE SHOWN AT ASSUMED DEPTHS. ALL OTHER
UTILITY CROSSINGS IN THE PROFILE ARE SHOWN AT ASSUMED DEPTHS. ACTUAL DEPTH OF THESE
UTILITY CROSSINGS IS NOT KNOWN AT THIS TIME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE ELEVATIONS OF UTILITY CROSSINGS PRIOR TO CONSTRUCTION
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
1 -800- 424 -5555
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE LOCATION OR DEPTH.
THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN
PREPARED BY ROTH HILL ENGINEERING PARTNERS, LLC
(ROTH HILL). ALL FIELD INFORMATION PROVIDED BY OTHERS.
ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR
COMPLETENESS OF INFORMATION PROVIDED BY OTHERS
AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF
ERRONEOUS INFORMATION PROVIDED BY OTHERS.
EXPIRES 10191
CAL:
i
w
Q
z
w
J
L0
0
0
N
z
0
w
J
0
0
w
Q
0
z
0
J
a_
FILL IN EX.--\
MANHOLE
CHANNEL (TYP)
EX. MH -0 UNKNOWN—, /I
\
\ 7'
v
EX. 12 "CONC OUT
EX. 10 "CONC. IN
1;x'�'—PLUG & ABANDON AFTER
PROPOSED SEWER IN SERVICE.
a.
RECHANNEL EX.
°
MH TO
:. ACCOMMODATE
+
NEW FLOW
�� v DIRECTION (TYP)
v°
�� EX. 8 "CONC. IN
\ PLUG & ABANDON AFTER
PROPOSED SEWER IN SERVICE.
�—EX. 10 "CONC. IN
1 -- — %
EX. PIPE — UNKNOWN 0 /'a
INACTIVE CONNECTION
��_�, . �� EX. 10 "GONG. IN
PLUG AND ABANDON_
AFTER PROPOSED SEWER a
IN SERVICE \
FILL IN EX.
MANHOLE ! RECHANNEL EX.
CHANNEL (TYP) <� i ° MH TO
ACCOMMODATE
EX. MH -0 UNKNOWN " \ ^ NEW _FLOW — ^
CUTIN
48' —M I
SEE DE
THIS SF
III � ��i i plililift
EX.8 "PVC
it
•
Zug
IMMANHOLE 87A DETAIL
v�
EX. 48 "4 MH
° G
ROMAC
ZANS. RECHANNEL EX.
'LG. MH TO
ACCOMMODATE \
NEW FLOW I ` ✓ J
DIRECTION (TYP) °
6 �� - _4- �___ w a" ova rnr
MANHOLE • 0 DETAIL
NTS
EX.8 "PVC IN
�PLUG AND ABANDON AFTER
PROPOSED SEWER IN SERVICE
r �
r �
�S EX. MH -0 UNKNOWN
AGE EX.8 "PVC (ABANDONED)
t r
RECHANNEL EX.
FILL IN EX. \ MH TO
MANHOLE ACCOMMODATE
CHANNEL (TYP) NEW FLOW
,t;ir, t';+ DIRECTION (TYP)
T
EX.8 PVC OUT EX.8 "PVC IN
PLUG AND ABANDON
n rrrn nr-�r�r+rn
EX 8" 8" PVC IN
�— ��PLUG & ABANDON AFTER
PROPOSED SEWER IN SERVICE.
!' ! o 1.11
i
EX.8 "PVC IN
�. 9a� 9vrry nrvw v i ue9 ar_r_ v� o. e
MANHOLES SHALL BE 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
3. CORE DRILL ALL NEW INLETS /OUTLETS IN
EX. MANHOLES
MH —O UNKNOWN
FILL IN EX.
MANHOLE
CHANNEL (TYP)
MANHOLE • DETAIL
NTS
•
NEW PRECAST
MANHOLE BASE
SECTION
z
NEW COUPLING
(TYPICAL)
4 "— 6" COMPACTED
BEDDING MATERIAL—
•
INSTALLATION PROCEDURES:
NEW PRECAST
MANHOLE SECTION
I
24 "TYP SMIN
— J L
EXISTING SEWER MAIN -
A.C. COLLAR MH ADAPTER
FOR PVC PIPE ONLY (TYP)
1. CONTRACTOR WILL TEMPORARILY PLUG LINE AT UPSTREAM MANHOLE.
2. EXPOSE AND REMOVE EXISTING PIPE.
3. PLACE EXISTING PIPE WITH NEW A.C. COLLARS THROUGH NEW MANHOLE BASE SE(
IF CUT PIPE SECTION CONTAINS A PIPE BELL, REPLACE PIPE WITH A I
STRAIGHT SECTION OF PIPE, OR AS DIRECTED BY THE DISTRICT.
4. SET MANHOLE AND PIPE IN PLACE TO PROPER ALIGNMENT AND GRADE.
5. RECONNECT PIPE WITH COUPLINGS (ROMAC, MJ SLEEVE, OR PVC SLIP COUPLI
6. CHANNEL MANHOLE PER CITY STANDARDS.
7. REMOVE PIPE INSIDE MANHOLE.
FILL MANHOLE WITH
SAND COMPACTED
TO AT LEAST 90%
DENSITY
THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN
PREPARED BY ROTH HILL ENGINEERING PARTNERS, LLC
(ROTH HILL). ALL FIELD INFORMATION PROVIDED BY OTHERS.
ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR
COMPLETENESS OF INFORMATION PROVIDED BY OTHERS
AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF
ERRONEOUS INFORMATION PROVIDED BY OTHERS.
Lu
CRACK /PERFORATE
BOTTOM TO PREVENT
STANDING WATER
FIELD REP:_
REVISED BY:
DATE:
MOVE /DEMOLISH STRUCTURE
F LEAST 4' BELOW GROUND
JRFACE. BACKFILL WITH
2USHED SURFACING OR BANK
JN GRAVEL. DEBRIS MAY BE
XED WITH SAND IN
MAINING MANHOLE SECTIONS
JBJECT TO APPROVAL OF
4GINEER.
PLUG ALL INLETS /OUTLETS
TO MANHOLE
REVISED TO INDICATE
CONSTRUCTION RECORDS
PARAMETRIX
RANDALL LAMERE
MAY 02, 2008
EXPIRES 10 9
C5
z
<t
n
w
w
N
C7
D
O
0
N
s
O
O
O
O
O
I.i
W
Q
z
W
L0
O
O
N
Ii
J
O
cr
w
cn
D
L0
O
rn
rn
w
Q
0
cD
z
E_
0
48 MH
��
54 MH
60" MH
A ,
,B,
<C,
D
E'
6"
NOTES:
1: 3:5 MIX �� UUU i iLt IMUN
CONCRETE i PIPE. P 0
BLOCKING e�`P 25 / MP��E ��
MAN 25 G��
- GON 2% MIN SLOPE
BRUSH BARRIER
NTS
n 1 -r r- r- _
��
48
°�
6 MIN.
5 MIN
»
24 MIN.
�>
21 I.D.
54
��
8 MIN.
5.5 MIN.
24 MIN.
24 I.D.
60"
8" MIN.
6" MIN.
42" MIN.
30" I.D.