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PROFILE SCALE
HORIZONTAL 1 "= 40'
VERTICAL 1"= 4'
230+00 �Brf1a 231 +00 232 i 00 233 +00 234 +00 235 +00 236.1-00
o WEST p sCE EAST
o Vad�r " s• FF�ONTQ RD, ,'� ¢ 5rz -s.CS NEWPORT FREEWAY �s
2 * 9 .4 C' F ® ®_ — _ _ FRONTAGE RD.
0. 4'
— 7
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RTE. 55 tsasll / t,,y,T
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-M•C ids
G P M' ti o
. �r A• 32 9
f 0.00
� � ✓UNCT /ON S7RUCiUiPE" r '�! 36 " Qp Q
BAKER
PLAN SCALE � I" = 40' STR T
e A �t
20 �
1 O
M
V�
r
1
EX /ST 15 "vrP
CoSTRUC7 so "I o �� ,�
40 MH. PEiq DET4 /G S
REMOVE 5XIS71N6
V O P. W177IIAI
AM,v,g0G E BA5E
INV EGEV 2a,67
20 DETAIL
3/8" = 1' -0"
237+00 238 + 00
srq CONSTRUCTION NOTES
M 3> °moo a CONSTRUCT 66" R.C.P. WITH TYPE I BEDDING
i
O2 CONSTRUCT 54" R.C.P. WITH TYPE I BEDDING
CONSTRUCT 2 -42" D.I.P. WITH TYPE V BEDDING.
8 H ~
sic d' rG'�� O7 CONSTRUCT 8" V.C.P. WITH TYPE II BEDDING.
C) ® CONSTRUCT 84' I.D. MANHOLE WITH EXTENDED BASE PER
DETAILS ON SHEET 17 AND DETAIL 1 ON SHEET 20.
10 CONSTRUCT JUNCTION STRUCTURE PER DETAIL 2 ON SHEET
s �y, 21.
8 MCO tD 12 CONSTRUCT 60" I.D. MANHOLE OVER EXISTING 15" SEWER PER
' / DETAILS ON SHEET 18 AND ABOVE.
O
Q Z 17 RELOCATE EXISTING WATER MAIN PER DETAIL 8 ON SHEET 19.
REMOVE EXISTING ACP WATER MAIN OVER SEWER
�r EXCAVATION AND REPLACE WITH AN EQUAL SIZE CLASS 200
P
g\� � C[/ VC PIPE WITH TYPE VI BEDDING PRIOR TO CONSTRUCTION
" �\ _ 4, OF SEWER EXCAVATION. LENGTH TO EXTEND TO THE
NEAREST JOINT THAT IS AT LEAST 5.0 FEET BEYOND EACH
4
SIDE OF THE SEWER TRENCH.
�U 31 CONSTRUCT TYPE III PIPE SUPPORT PER STANDARD DETAILS --
rc
7'ypE "r
R
t -
L
TAN
P4 '9,02.9/
/3"0-)q 32.7
223'4a'
113.2 3
22.0.72
113.840
1
EX /ST 15 "vrP
CoSTRUC7 so "I o �� ,�
40 MH. PEiq DET4 /G S
REMOVE 5XIS71N6
V O P. W177IIAI
AM,v,g0G E BA5E
INV EGEV 2a,67
20 DETAIL
3/8" = 1' -0"
237+00 238 + 00
srq CONSTRUCTION NOTES
M 3> °moo a CONSTRUCT 66" R.C.P. WITH TYPE I BEDDING
i
O2 CONSTRUCT 54" R.C.P. WITH TYPE I BEDDING
CONSTRUCT 2 -42" D.I.P. WITH TYPE V BEDDING.
8 H ~
sic d' rG'�� O7 CONSTRUCT 8" V.C.P. WITH TYPE II BEDDING.
C) ® CONSTRUCT 84' I.D. MANHOLE WITH EXTENDED BASE PER
DETAILS ON SHEET 17 AND DETAIL 1 ON SHEET 20.
10 CONSTRUCT JUNCTION STRUCTURE PER DETAIL 2 ON SHEET
s �y, 21.
8 MCO tD 12 CONSTRUCT 60" I.D. MANHOLE OVER EXISTING 15" SEWER PER
' / DETAILS ON SHEET 18 AND ABOVE.
O
Q Z 17 RELOCATE EXISTING WATER MAIN PER DETAIL 8 ON SHEET 19.
REMOVE EXISTING ACP WATER MAIN OVER SEWER
�r EXCAVATION AND REPLACE WITH AN EQUAL SIZE CLASS 200
P
g\� � C[/ VC PIPE WITH TYPE VI BEDDING PRIOR TO CONSTRUCTION
" �\ _ 4, OF SEWER EXCAVATION. LENGTH TO EXTEND TO THE
NEAREST JOINT THAT IS AT LEAST 5.0 FEET BEYOND EACH
4
SIDE OF THE SEWER TRENCH.
�U 31 CONSTRUCT TYPE III PIPE SUPPORT PER STANDARD DETAILS --
rc
7'ypE "r
R
O
L
TAN
P4 '9,02.9/
/3"0-)q 32.7
223'4a'
113.2 3
22.0.72
113.840
1500
2¢°201m
517.10
262.00
500.00 '
B 52 34
77 4i
30. S/
000'
3 °d/57'
.1229
16. i4
D.OD
/D 00�47�
2/3.34
/06.95
0.00
6,21 �
$ 9.73
432.22
r SEE APPENDIX IN SPECS.
S -3-) -2 Q
QRO FESSrpV Ilk
,moo AGE 4
6017714 ,m
CMIE��
COUNTY SANITATION DISTRICTS OF
ORANGE COUNTY, CALIFORNIA
DISTRICTS NOS. 6,7 & 14
Q � 300
NOT -� o 1501 Quail Street P.O. Box 3030
Newport Beach, Calitornia 92658 -9020
EXISTING STRIPING DESIGNATED E
ON AERIAL PHOTO. 714 r 47s -33oo
BAKER FORCE MAINS
PLAN AND PROFILE
STA. 230 + 00. 00 TO STA. 238 + 00. 00
AS OXj /GT cs Bs 9 -9/ 14 -1 -2
12-1-9 DESIGNED BY DRAWN BY �:Q: SHEET 91 N0. DESCRIPTION APPROVED PATE M. �''�^A -_. ?". 2 Zi,°!4 5
REVISIONS CHECKED BY DATE ENGINEER R C E DATE Of 31 SHEETS
EPT. I