S-2005-2.40
W o
j N
r �
W
I
s,
I
a
0
0
e
�e
J3 m
� IA
V
S
v N
gm
N
�o
i
L I
r-
_ �,y
Z
Z
. _
o
L
Za �pe0! J !L O W 0 > >ui N
_ -j
O W W
J - J - -
I
w J ' ' >' p p t PROFILE SCALE Z r w w Lo In 1
N Z N' Z Z N N N ? - HORIZONTAL 1" =40' Z M rO N- TFF VERTICAL 1 " =4' I
10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17 +00 18+00 19+00
CONSTRUCTION NOTES
CONSTRUCT 8 -INCH VCP WITH TYPE II BEDDING.
c ; M H STA
GL I y 17 +5200 .
. P i t,
CL MH STA. 14 +60.72
s G - �{ CONSTRUCT 48 -INCH ID MANHOLE PER CMSD STANDARD DRAWING 5 -100.
d
REMOVE AND DISPOSE OF EXISTING OCSD MANHOLE PER DETAIL 4 ON SHEET 10.
,17 +46.96 EC STA 17 +50173 INT. aY-,
S! - 1
_ ; _ �iH STA 1 +$0.72 -b "A C.- M.C.W.O. , ' ' _ ; I I I - I `, 40 - - 10 EXTEND EXISTING 8 -INCH CMSD SEWER AND CONSTRUCT 48 -INCH ID DROP
m —� - P -t
__.__.._.. ,_ MANHOLE PER CMSD STANDARD DRAWINGS 02.
r _ 7.-M.CCW.M452 I - - - --
I__ -- -_k;` ( `A . >n - -_: A 1P D J r i _ 4 _ 11 EXTEND INTERCEPT EXISTING 8 -INCH CMSD SEWERS AND CONSTRUCT
- - - - 50 11 l l BY.C.P S,D. - ~. _ 48 -INCH DROP MANHOLE PER CMSD STANDARD DRAWING S -102 AND
16 _ - - - - - '� 1� I I.. I -I. _ _ ` 1 _ h DETAIL 4 ON SHEET 10.
- -- -,. _ 4 -- =_4Q =__._ __ 21 z -- - = 21 -_ �/ - 1 - -- - sew - =_ - - _ - - _ °
- - - - -- - S �l - - _- - _ - g _ - i 6 REMOVE AND DISPOSE OF INTERFERING PORTION OF EXISTING 18 -INCH
- _ - --' - - : , � , __ t -- - ..- - .._._ 16.._1 40� _,.� T6 t -- - - - - � OCSD SEWER AND MANHOLES.
t -I -1 „ °
LIJ _ _ _ 18 ABANDON EXISTING 30 -INCH OCSD SEINER AND MANHOLES. PLUG ENDS
Z n . - 24.5' - - j - - - - - - - - - - 1 -* 4 __ _ - _ - 5 - _ _ - - ` L' -� WITH CONCRETE AND FILL PIPE WITH 1 SACK SAND CEMENT SLURRY OR
- - - - - -
0
"S ` `
1
-- - - - - - - ' - LOW DENSITY CELLULAR CONCRETE. M P -F
- 1:0 50 - � - -{'. -6 � BRF1�1C HOLES IN BASE AND FILL WITH SAND. TSEE SDETNL 3 ON SHEETS 1.
_!_ �. +y tea_ *eewww... -r- aPx_ _. - II '. / �1 M
1 1 O 31 _ .. - I - �11�- _� '" V" �- 20 ABANDON IN PLACE EXISTING OCSD MANHOLE PER DETAILED SPECIFICATIONS.
3I -r 16 .1_, Q
-
r�_, 50 h I 125 `- - 6 S /8 "STL* -SC � t ='' 18 ' _ 20 I I �i -- -- k ' < SEE DETAIL 3 ON SHEET 11 BREAK HOLES IN BASE AND FILL WITH SAND.
c= _ STA. 11+80.72 INT. t „ II II 9 I� STA 14 +60.72 INT: - - III 1 1 1 '` .f
30- 7V.C.P.- C.S.D. �4! I �n I I,: I Y, I i I 6 5 /8'STI S C.G'._ u
REMO TO 5 FEET OF MANHOLE.
I, s 11_- ~".I, 1, 1, -= I' Jy -... r ,F- s 21 ABANDON EXISTING 8 -INCH CMSD SEWER. AND MANHOLES. PLUG ENDS WITH
I I z4 5 r - a. >�.,I _. ,�-4 -- 8 .c.P.- c.M.S.D. STA. 16 +50 47 BC j i' �j �" I BY.C.P.- C.M.S.D. 3 O
i L w_q 18Y.C.P_ >- C.S.D. i, I I ;3 A : CONCRETE AND FILL PIPE WITH 1 SACK SAND- CEMENT SLURRY OR LOW
I I DENSITY CELLULAR CONCRETE. REMOVE TOP 5 FEET OF MANHOLES BREAK HOLES
,a I i 125,5 112 1`.. 4 - - - -i I u 6 ".A .- M.C.W.D. i
�f. E t I K�) -
2%%-SCG -�� -'• .. 25.5' 113 i IN BASE AND FILL WITH SAND. SEE DETAIL 3 ON SHEET 11.
y _.c. 30 30 ri
2 STL SCG? -i 30' 3 I, 2'STL -SCG 30' i I 25 REMOVER AND DISPOSE OF EXISTING OCSD MANHOLE PER DETAIL 4 ON SHEET 9.
..__._ 1;_�...�,..,,..,. L = ....._ .. �,I , I I r1 ,........,..w- :r..,,;..- r- .�' -�..c ! 6Q, I -.. '1 _...... 29 REMOVER AND DISPOSE Of EXISTING OCSD MANHOLE PER DETAIL 6 ON SHEET 10.
SHANNON LANE " ` KILLYBROOKE LANE ROYCE LANE O PER CMSD STD. DWG. 20 S-104. POTHOLE CONNECTION PRIOR TO BEGINNING ER
WATSON AVENUE
PLAN SCALE: 1"=40'
HOUSE LATERAL LOCATIONS
APPROX.
SEWER STATION
DIRECTION
LOOKING UP STATION
10+55 10 +28
RIGHT
19+86. 10 +61
LEFT
- M4-54- 11 +09
LEFT
-0i 195 11 +75
LEFT
42' 49 -12 +22
LEFT
43+66 -13 +52
LEFT
NO HOUSE CONNECTION
4++- 0
LEFT
NO HOUSE CONNECTION
46-~46-
LEFT
RECORD "/ mW //VG
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY CONTRACTORS AND OCSD INSPECTORS
15 +77
LEFT
46 A 54- 16 +33
LEFT
171 28- 17 +21
LEFT
- 471- 71 -17 +64
LEFT
18+49 -18 +34
LEFT
19.199- 19 +41
LEFT
WORK.
50
LINE MANHOLE WITH POLYURETHANE, SANCON 200 OR EQUAL.
52 PRIOR TO CONSTRUCTION OF SEWER EXCAVATION THE CONTRACTOR SHALL REPLACE
THE EXISTING WATER MAINS OVER SEWER EXCAVATION WITH AN EQUAL SIZE CLASS SEE SHEET 2 FOR CITY OF COSTA MESA SPECIAL CONSTRUCTION NOTES.
200 PVC PIPE WITH IMPORTED SAND BACKFILL MATERIAL 12" AROUND THE PIPE.
THE LENGTH OF THE NEW PIPE SHALL EXTEND 5' BEYOND EACH SIDE OF THE
SEWER TRENCH. THE COUPLINGS TO BE USED FOR CONNECTION OF THE EXISTING
AC PIPES WITH PVC SECTIONS SHALL BE SMITH -BLAIR STYLE 441, ROMAC
E EQUIVALENT. STYLE 501, CT FORD 'METER BOX
TA coSS ST STYLE FCI OR �D ORANGE COUNTY SANITATION DISTRICT
EQUIVALENT. THE CONTRACTOR SHALL USE STAINLESS STEEL NUTS AND BOLTS.
WATER MAIN REPLACEMENT TO BE PER M.C.W.D. STD. NO. 19 AND COORDINATED
WITH M.C.W.D. INSPECTOR.
53 RESURFACE STREET WITH SLURRY SEAL FROG GUTTER TO GUTTER AFTER
REPLACEMENT OF TRENCH ASPHALT CONCRETE. SLURRY SEAL SHALL CONFORM TO BO'YLE E/71 insumno CORPORnT /O/7
SECTION 203 do 302 -4 OF SSPWC. SLURRY SEAL SHALL BE QUICKSET EMULSION
AGGREGATE SLURRY SEAL CATIONIC (QA -KH) TYPE II WITH 2X LATEX ADDITIVE.
PUN AND PROFILE
`ML °A "` STA 10 +00 TO 19 +00
D= OS°30W
11= 1000.017 6 -13 -1
L= 95•W ADDED SURVEY DATA 6 05 DATE OCT. 2002 � � DRANW. 0.
N z
T= 48.03 RECORD DRAWING KK DN 2/o5 mcmEo PIES PROA= kwt#4m FLC•L om y
NO. DESCRIPTION APPROVED DATE owe SHM a
0000000 ^ �'
REVISIONS CNECKM PRQJW ENGINEER R.C.E. DATE Ko. ^ of 12 u