S-78-3.1N
S
LL
W
6
z
Z
a
Z
Z
a
U
J
Vl
W
M.H. CaVER 4� FAAM[
ALYA14BRA FOUNDRY A —IE54
OR EQUAL, NirHOUT LOCKIND
DEVICES.
6TH -�" '•,
• d
314 a� GALV •STEEL 4 4.63'
♦ STEPS CAS7 /N PLACE
4,83` 4
36"
KNOCK HOLE - ryP
FOR 8" PlPC' • • f
:o ,E • /S p
460 D44.
15 "l. D. x
STEEL CASP
S".014. V C'. PIPE
rA14 Of l'ZE /NF CONO:.
SCALE: to ¢LOFT.
ECTION THRU C
NO SCALE
L ANIVUCA q- "SPACE - A/ITf6 SAND
4 SLURRY
P. S.S. CCADIff
SEWER IMPROVEMENT PLAN AND PROFILE
371.40FT. NORTH FROM MH.ON ADAMS AVE,
294.76 FT. WEST FRO14 INTERSECT. WITH MESA VERDE DR
- jUUU�LJ1�JI I !
AOA/DEROlA
AVi.
y/ O
m
PROJECT LOCATION
wl�l
DETAIL - MAAlHOLE BASf
NO SCALE
KEY PLAN_.
SCALE I "• 800 FT.
w GAz.:w srZeL, CAfr /N PLACE,
CORE -OR /LL EXIST. MANHOLE.
AND COLVAI&Ci 7D a' V.C• P
GI
t
2.
3.
4.
:NERAL NOTES
ALL SAN ITARY . FNFR WORK SHALL CONFORM TO THE STANDARDS
OF THE COSTA MESA SAN /TARY Dl- rrRICT.
SEWER MANHOLE LIDS ARE TO HAYE "SEWER " CAST THEREON.
A PRE - CONSTRUCTION CONFERENCE SHALL BE HELD PR /OR
TO START 1N6 CONSTRUCT /O/V WORK.
ALL LATERALS ARE TO BE' STAKED BY A SURVEYOR SAFMRS
TRENCH /NG AND A COMPLETE SET OF CUT SHEET Ta BL'
SUPPLIED TO C. M. S.D.
S. CONTRACTOR IS TO PROV IDE D /STR /CT N/TH AN AAS Bull-r"
Of JOB PRINTS !V /TN TIE —DO%VN MEASUREMENTS FOR ALG
LATERALS AND MANHOLES.
6. ALL STREET WORK SHALL CONFORM TO THE C/TY OF C. M. STDS.
DATED MARCH / 1954 AND SEPTEtifBER 6 1955 4N0 SHALL A4EET
WITH THE APPROVAL OF THE C-/7Y ENGINEER•
7 THE SEWER SYSTEM SHALL CONFORM TO THE J7ANDARDS OF COSTA
MESA SAN /TARY DISTRICT.
B• MA/VHOMr SHALL BE BRIG@' OR' PRECAST CONCRETE AS MANU7A$TU-
-RED BY ASSOCIATED CONCRETE OROOZCrS INC. 6I2 APP2OrM 644140
9, SEWER MANHOLE FRAME ,4140 COVER JW-4LL 66 4LAIAM9R4
FO(JN.DRY A -/270 , OR AbRROVEO F6WA4 .
/0. ALL lEAIL=R M,4&Ar LLE FRAMES AND COVERS 4114LL BE LEA'T 5'
BELOW F/N/SH GRApE.
//. THE SEWER CONTRACTOR SfIALL RAISE THe MANHOLE fR4Mt' AND
COWR TOFINIS7I 6RADE AFTER STREET SCIRFACIN6 IS COAIPLETED,
/2. CLAY PIPE JOINTS . -!/ALL BE MEC114N 1CA4 [bMPRESS/ON .k!/NT1. MECHANICAL
COMPRESSION JLYN7-T JNALL W *AEX F- LOCH ' JPEED — SE.I[ M.I/NLJNE �
OR APPROVED E4 41AL.
19• /N N0 CASE W /LL JOINTING MATERIAL USING NEAT PORTLAND CCMtNT
MORTAR OR GROUT Bey PERMlmwo.
14• CONrRACTOR SHALL REQUEST INSPECTION FROM 7X1,F OFFICE Of 7A 4F -
S- 1TARY 0/STRICT EG15INe4t 24 AMRS RRIOR R7 C41fAfffAXFAWN7 4w'110ex
TEL. 664 6400.
/S. PERMITS REOU /RED SHALL W dlTq/NEO FROM THE STREET 0,ffPAR7"A*Vr
C 17Y OF COJ•TA MES4 77 FA/Q DR. M. SSW - 5307.
16. WORK !VDT DONE IN TIfE PRESENCE OF TsIF DISMICT EN6 1#VEE4
AND lom ASE/VT /S f4l"CT TO REJECT /ON.
S( 73 O:;
SEWER IMPROVEMENT PLAN AN -D PROFILE
FOR CORNER LOT BTWN ♦ ADAMS AVENUE i OF2
AND MESA VERDE DRIVE
< RAM
Nu�lt
COSTA MESA- SANITARY D I STRICT
s s�
BENCH MARK
BASIS OF BEARINGS:
PREPARED BY
COSTA MESA SANITARY_ DISTRICT
THE BEARINGS SHOWN HEREON ARE
B.M. 130 38/451
ELE E. sr,4�
BASED ON THE CENTERLINE OF ADAMS
smnPeonl- sTEPPA-r N&VAMY CENT911
358 San Miguel Drives. Suite 200
A CENTER OF CURB AT N• W.
AVENUE BEARING N 89.55'20" W, AS
Newport Beech. Caliiornie 92880
Ne 4 644.0583
CORNER OF ADAMS
AVE. * MESA-
PER MAP FILED IN BOOK 58, PAGE 32i�
VERDE-DR EAST.
OF PARCEL MAPS, RECORDS OF ORANGE
coNa„�- 1VIlENO1NEERa��G 6=
DISTRICT ENGINEER DATE
COUNTY, CALIFORNIA..
A
R.C.E.
10595
REVISIONS
CONTRACTOR
REFERENCES
DESIGNED BY F. S.
5 i
CHECKED BY:
APP.
DRAWN BY, S.A. S.
5- I
CHECKED BY:
NO.
DATE
DESCRIPTON
FIELD BOOK
PAGE
BENCH MARK NO.
REFERENCE PLANS
ELEVATION
NOTE TO CONTRACTOR, SEE SHT.
RECOMMENDED BY:
RIGHT OF WAY ADMIRED:
DESCRIPTION
STANDARD DRAWING NO.
WORK STARTED-
- --
-
_
--
- - -- -
RI
MIGHT Of WAY AGENT
- --
-
WORK ACCEPTEDr
-- _
- - --
BY:
INSPECTED BYE
rA"R�D
--
_ --
- - -- -- -
--
CITY ENGINEER
DA
gym, � t _
.a- �,+�:.�.�.sz:.
,_.,.,�_�rrz�:. .. _.�..>s....._ ,.a, ._,,.. _ �x ..�,..:., n .. r.., ..
s....... .. ....:_. ,�r.�..ar.» .. �._.. _ ...,. ...._ ,.... ,. ,..,_�..
__.b z...�.. „�. ...., ,. .... .....,., _,. __._..__. • _..
_. .... _. _..�
- .—...�
GI
t
2.
3.
4.
:NERAL NOTES
ALL SAN ITARY . FNFR WORK SHALL CONFORM TO THE STANDARDS
OF THE COSTA MESA SAN /TARY Dl- rrRICT.
SEWER MANHOLE LIDS ARE TO HAYE "SEWER " CAST THEREON.
A PRE - CONSTRUCTION CONFERENCE SHALL BE HELD PR /OR
TO START 1N6 CONSTRUCT /O/V WORK.
ALL LATERALS ARE TO BE' STAKED BY A SURVEYOR SAFMRS
TRENCH /NG AND A COMPLETE SET OF CUT SHEET Ta BL'
SUPPLIED TO C. M. S.D.
S. CONTRACTOR IS TO PROV IDE D /STR /CT N/TH AN AAS Bull-r"
Of JOB PRINTS !V /TN TIE —DO%VN MEASUREMENTS FOR ALG
LATERALS AND MANHOLES.
6. ALL STREET WORK SHALL CONFORM TO THE C/TY OF C. M. STDS.
DATED MARCH / 1954 AND SEPTEtifBER 6 1955 4N0 SHALL A4EET
WITH THE APPROVAL OF THE C-/7Y ENGINEER•
7 THE SEWER SYSTEM SHALL CONFORM TO THE J7ANDARDS OF COSTA
MESA SAN /TARY DISTRICT.
B• MA/VHOMr SHALL BE BRIG@' OR' PRECAST CONCRETE AS MANU7A$TU-
-RED BY ASSOCIATED CONCRETE OROOZCrS INC. 6I2 APP2OrM 644140
9, SEWER MANHOLE FRAME ,4140 COVER JW-4LL 66 4LAIAM9R4
FO(JN.DRY A -/270 , OR AbRROVEO F6WA4 .
/0. ALL lEAIL=R M,4&Ar LLE FRAMES AND COVERS 4114LL BE LEA'T 5'
BELOW F/N/SH GRApE.
//. THE SEWER CONTRACTOR SfIALL RAISE THe MANHOLE fR4Mt' AND
COWR TOFINIS7I 6RADE AFTER STREET SCIRFACIN6 IS COAIPLETED,
/2. CLAY PIPE JOINTS . -!/ALL BE MEC114N 1CA4 [bMPRESS/ON .k!/NT1. MECHANICAL
COMPRESSION JLYN7-T JNALL W *AEX F- LOCH ' JPEED — SE.I[ M.I/NLJNE �
OR APPROVED E4 41AL.
19• /N N0 CASE W /LL JOINTING MATERIAL USING NEAT PORTLAND CCMtNT
MORTAR OR GROUT Bey PERMlmwo.
14• CONrRACTOR SHALL REQUEST INSPECTION FROM 7X1,F OFFICE Of 7A 4F -
S- 1TARY 0/STRICT EG15INe4t 24 AMRS RRIOR R7 C41fAfffAXFAWN7 4w'110ex
TEL. 664 6400.
/S. PERMITS REOU /RED SHALL W dlTq/NEO FROM THE STREET 0,ffPAR7"A*Vr
C 17Y OF COJ•TA MES4 77 FA/Q DR. M. SSW - 5307.
16. WORK !VDT DONE IN TIfE PRESENCE OF TsIF DISMICT EN6 1#VEE4
AND lom ASE/VT /S f4l"CT TO REJECT /ON.
S( 73 O:;
SEWER IMPROVEMENT PLAN AN -D PROFILE
FOR CORNER LOT BTWN ♦ ADAMS AVENUE i OF2
AND MESA VERDE DRIVE
< RAM
Nu�lt
COSTA MESA- SANITARY D I STRICT
s s�