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EQUAT1oN 2i vc.P- csaORY) III CONSTRUCTION NOTES
G "A.C.P- M.C.WD. - ' w
j 3,4 "GIIIIIII 4 "5TL. -S,CG. STA. 6f 44.29 <BK) i Z4 "!!CP- C.S.D. " O
h I 60 "R.C.P. - CITY017CM. BUR. CBL. - P. B. g'vc,° (DRY) - CM30 II
STA. 6+02.15 (AND.) �{I aN I$ "Q.C.Pt O.E.FC,D. /�%'.0 P + /QPfV L`% `- 4 CONSTRUCT 33" V.C.P. WITH TYPE II BEDDING
II I I � � CC P - AAC.WD 18 "YC P - CITY OFt.M. �''/}CR -M.E iffL3. DEFL. 60° T. 'j — I I Sao .
4'f5TL. - S -C.G. "AL.F *MGWO.
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VC P - C.51� 10 -3 `/2"Lht -PB. CONST 72" LD. yy ��j�-'j�5TLI7. �-� 5. I Z'6'�4' -r6 6_Xii -:?a 47 CONSTRUCT 72" I.D. MANHOLE ON 33" V.C.P. SEWER PER STANDARD DRAWING S -050.
b "A.C.P- M.C.WD � I O
12"c-.C.P- M,c.wo. P_m.c.W.D` A.C.D - JYJC.bYO. 6UR GBL. -RE3.
+ JOIN EXISTING 33" V.C.P. STUBS AT EXISTING MANHOLE. NEW V.C.P. JOINTS TO BE
�z� _E -- — 8.#G.p -M.Gw I /BY! P -C.S.D
ARV — — — - — COMPATIBLE WITH EXISTING V.C.P. JOINTS.
1S!/CR -GS.U.
J1 1I — I - - -- - - - - i _ - 49 CONSTRUCT 72" I.D. MANHOLE ON 33" V.C.P. SEWER PER STANDARD DRAWING S -050 AND
— — �1 rt — — — T — — — — — �� — — — — % — —� — I -L a — T— — — -�— -fit- _ CONSTRUCT CONNECTION OF EXISTING 8" V.C.P DRY SEWER PER DETAIL 1 HEREON.
-- - _ w -= - -- - — — -_ �� -24 IN __ a "w.acP Z G T 4`6 - -I- _ - - - -- -
I - - - --
LLI - --
� 50 REMOVE 32 $ III U LL REMOVE PIPE SLEEVE IN EXISTING MANHOLE AND PLUG WEST CHANNEL TO 15" SEWER WITH
CLASS "A" CONCRETE WHEN NEW TRUNK SEWER IS READY TO RECEIVE FLOW.
F- \ II-I�i� - - - - -- Jtw -- ---- - - - - -- 12'w- ^ - --r -- — �_ - - -- — - -- h-
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II I I I III I I I �I r . -, ro 1 �J 44 B w 5 ¢ N 2¢
1 , _ 1 L_ J __._ S yOO I `� \'o — 55 THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR RELOCATION OF EXISTING 2" GAS LINE
_._.
} I INTERFERING WITH NEW MANHOLE AND SHALL INCLUDE ALL COSTS ASSOCIATED WITH
T !A/O ar PA JECT rHE GAS LINE
t I I I /Nl! ELEJ! I Fl7R D €T/11�- \ T\ A. a+' APPURTENANT THERETO RELOCATION IN THE CONTRACT UNIT PRICE FOR WHICH SUCH WORK IS
!h I I Imo' a �t I � I SEE SHT. 22 -- - � ' I� f• \ \� — — — —
�p, 2 .70/V #F S - --
1\ I I i III III �// (/ 32.18 !V(6 I + ¢� 4 d J �i 4¢ REMOVE AND DISPOSE OF INTERFERING PORTION OF 6' WIDE BY 12" THICK CONCRETE STAB.
W Y a I I I — — — — — — — — 1
L� REMOVE AND DISPOSE OF EXISTING A.C.P. WATER MAIN OVER SEWER EXCAVATION 4nG
AND REPLACE WITH AN EQUAL SIZE CLASS 200 PVC PIPE WITH TYPE VI BEDDING
m PRIOR TO CONSTRUCTION OF SEWER EXCAVATION. LENGTH TO EXTEND 5.0 FEET
MINIMUM BEYOND EACH SIDE OF THE SEWER TRENCH. JOIN DETAILS TO BE APPROVED
1I I 11/4 "5TL -5.CG 4 "RE.- SG -G. -, _ - „W - --�_— - {— 1, "AC,P- MC.{Mf3.
Y -C.S -D. / BY MESA CONSOLIDATED WATER DISTRICT.
SUR .CB[ . - P- 8. b "A C.P- MC.w.D. /
6 "A.C.P.- M.C.W.p, ,��` _ 9XG RCB- OCFC.D.�/
( "STL.- S C.G. � n M.C.W.D. w.� EBL. "P8. - — 71'_O&RC B - 0CFC.D j
` 2:x �3 a ,�,, I STL. 5.C. G. a cCLR- M.C.I.l
13 I II 3 KAl -SC.E. y
/- Z "PC.- S. C. E, 8 A.CP- M.C.4.,D ' "RIC.P - D.C,F.6D.
74. 14G +40.00JCONTR,. 14-1-14) I STA.5t6000 lb-A.C. - 0,C.lND.
/I .6
DEFL_ 60' Zr /81 Mr D.
II I III I I I II I STA - - (0+45.00) (GONTR� -/2 J
FAIRVIEW ROAD
oza
PLAN SCALE 111 = 40
UAIA
d = 33"
D = 2,06'
n = 0.013
S = 0,0030
0 = 26.31 cfs
:z!7.01 MGD
V = 5.5 fps
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,.�1(105I
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CA,I�C'f'
COUNTY SANITATION DISTRICTS OF
ORANGE COUNTY, CALIFORNIA
DISTRICTS NOS. 6,7 & 14
1501 Quel/ street
P.O: Box 3030
Exjnrx Newport Beech California
7141476 -3300 92668 -9020
FAIRVIEW RELIEF SEWER
VM_ AW&44Vn AN. l
PLAN AND PROFILE
S -F A.- (0 +45) TO STA.8 +30 6 -12
DESIGNED BY
M.J 5
DRAWN BY
A J VARGAS
-� _ u
�` _J;
SHEET
OF 51 SHEETS
DESCRIPTION
APPROVED
DATE
CHECKED BY
DATE
REVISIONS
ENGINEER R.C.E.V 111. DATE