S-84-7.1J
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I
TR NO.
SECR.ETAQIAT CIECLE
2
4i 47 46
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48 HOURS IN ADVANCE OF PERFORMING ANY WORK. TELEPHONE NO. 714 - 754-5323. IL IL
1 S 0'
Ara. A.
I �
a
2
•
I
TYPICAL 5ECTIOIJ_
FUCHSIA STREET -
au.A.
fk
I WDSX MAP.
f>f'
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,
i' C.I d
- TYPI CA L S ECTIOW _
SECCETAVIAT CI RICLE
/G/,T /.ISLB .IC C.In'. ^&.4. -AVE.P
7n C/rY EMEt /NEE.*
(sLS CO.VAr. .VOTiI O , Aw"r L)
f"W..
no
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,
STREET IMPROVEMENTS'
L..R
TRA.uSiT10u 4TKUGTUM LAL.FC.D STD. DW&.t -Dt11J
2
4 "A�ZVSII' CA.2LW -MC 70 fMW- L3k;
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8' COf1C. cum t ttLramr TER Ctry OF COSTA META ATV_ 200 J0 302_
_ G10 '�
L.G.
CATl;u sA6Iu IJO.9C 61. 10') LAGFCD STD. Dwa. 2 -0141!
WCOLIC. CL" -4-r L1T1LiCMR CITY. OL. COSTA MEALSM CM& M7-MM::- -
7 94" v
L,F
1
4" Mr-f- sSlC"24Y IF[ CITY OF. CdiTA Ii MW -9M =% M-;- 401 - = 40T
It I, Soo
S.F.-
:STREET NOTES
STANDARD SEWER NOTES
• 1.
ALL WORK OTHER THAN STORM DRAIN WORK, SHALL CONFORM TO THE CITY OF COSTA
I,
THE SEWER SYSTEM SHALL CONFORM TO THIS STANDARDS OF THE COSTA MESA
40
MESA STANDARD9_:9 SHALL MEET THE APPROVEL OF THE CITY ENGINEER. ALL 4127tH
j
SANITARY DISTRICT.
7iR5v
DRAIN WORK SHALL CONFORM TO THE L.A. COUNTY FLOOD CONTROL DISTRICT STANDARD
L,F.
KEMOVE 4 2Ert AGE rxx 1ST FAVEMEUT
`
PLANS & SHALL MEET THE APPROVAL OF THE CITY ENGINEER. (WITHIN THE CITY OF
2,
CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER
56*
COSTA MESA RIGHT OF WAY)
- GERANIUM STREETf POPPY. CIRCLE:.. -
48 -HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE (714) 631 -1731.
2,
ALL STREET STATIONING REFERES TO THE CENTERLINE OF THE STREET,
; 3,
ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED
3.
PAVING & BASE SECTION LISTED IN THE QUANTITY ESTIMATE ARE FOR
UNACCEPTABLE.
2,280,
BIDDING PURPOSES ONLY i ARE SUBJECT TO REVISION UPON RECEIPT
t 4.
CONTRACTOR SHALL OBTAIN C.M.S.D. SEWER PERMIT PRIOR TO COMMENCEMENT OF
6G2 v
OF THE ISOILS TEST.
Construction contractor agrees that in accordance with generally accepted construction
WORK FROM THE DEPARTMENT OF STREETS AND SANITATION, CITY OF COSTA MESA,
49 /--
[A..
77 FAIR DRIVE. TELEPHONE: (714) 754 -5323.
4.
CURB DATA REFERS TOO THE -FACS OF CURB.
ALL CONDITIONS AND DIME04 `
STtEET W&WT STAIJII:a _PEI C.C.M. 9r0- Md. Aid: 701 (45000IrL
10 �
(A) PARKWAY TREES WILL BE PLANTED IN ACCORDANCE WITH THE REQUIREMENTS
S.
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY THE,
5.
OF THE CITY OF COSTA MESA PARK SUPERINTENDENT.
/� // Z /(►��T
LOCAL GOVERNING AGENCY. ,
/ 6O0
(B) PARKWAY TREES WILL BE PLANTED i IRRIGATION LINES INSTALLED INS
6.
CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND C.M.S.% STANDARD
"j0�'iAi
CLUDING RISERS, HEADS, VALVES, i METERS AS DIRECTED BY THE COSTA MESA
professional any and all real
PLANS AND SPECIFICATIONS ON JOB SITE AT ALL TINES.
I
EA.
L
performance of work on this project, excepting liability arising from the sole negligence of design
PARK DIRECTOR.
7.
CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINTS FOR MAIN D
6.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
LINE SEWER. TYPE 'D' JOINS, BAND -SEAL OR APPROVED EQUAL, ARE APPROVED FOR
FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ( "GREEN BOOK ").
LATERALS AND REPAIR WORK ONLY.
7,
CONTRACTOR SHALL FURNISH i INSTALL ALL SIGNS LIGHTS BARRICADES , i ANY OTHER
8.
611 LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVERY LOT.
CHECKED
TRAFFIC CONTROL OR WARNING DEVICES, INCLUDING FLAGMAN, AS MAY BE REQUIRED BY
9.
ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS.
THE ENGINEER. ALL ITEMS MENTIONED SHALL BE IN CONFORMANCE WITH THE CURRENT
REQUIREMENTS AS SPECIFIED IN THE LATEST EDITION OF THE "CONSTRUCTION SAFETY
10.
STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS.
ORDERS. �pND W.A.iCH. FAILURE TO DO 50 WILL BE CITED UNDER tPPLiO18L[ SJiTION OF
`4 11.
SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL.
THE C.V.C. t CORRECTIVE COSTS TGTWE CITY, WILL df CWWdED.
13ENCH MARK N0. SA. 2'2- 77- 1976
- i
DRAWN By,
MINERAL AGGREGATE
ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL DE
IN MI D
12.
PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE LEFT
g.
THE AMOUNT OF
SHEET
6" BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED, FRAMES AND
DATE
DETEIfBE
5.6$ BY DRY WEIGHT, OR THE CITY
App.
COVERS SHALL BE RAISED TO GRADE PER STD. DWG. ND. S -105.
9,
CONTRACTOR SHALL PAY FOR THE INITIAL SOILS & MATERIAL TESTS i ANY SUBSEQUENT
13.
SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1210, OR APPROVED
ELEVATON 51. &4P2
SOILS & MATERIALS TEST DEEMED NECESSARY BY THE CITY ENGINEER.
EQUAL. COVER TO BE STAMPED 'SEWER'.
10.
WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES SHALL BE
j 14,
SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN
CONSTRUCTED TO EASEMENT LINE AS SHOWN ON PLAN, PER CITY OF COSTA MESA STANDARD
t
RAISED TO GRADE.
PLANS. LOCATION, TYPE, i WIDTH ARE TO BE APPROVED BY THE CITY TRAFFIC ENGINEER.
TRACT NO, ' 2 01 1 -"
WORK SHALL BE COMPLETE PRIOR TO ANY SURSALE WORK IN THE
�. 15.
PVC PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE DISTRICT ENGINEER.
11.
ALL UNDERGROUND
WDIIII STMTEO
PUBLIC RIGHT OF WAY,
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[�ATG
12.
STREET LIGHTS TO BE INSTALLED PER CITY OF COSTA MESA STANDARD DWG. NO.
NUAAOER --
701. THE FINAL LOCATIONS SUBJECT TO CITY ENGINEER'S APPROVAL.
13.
STREE' WIf SIGNS TO BE INSTALLED BACK OF CURB OR ON A BRACKET MOUNTED ON THE
APPROVED BY:
BY-
...
8�
STREET UNIT POLE, PER CITY OF COSTA MESA STANDARD DWG. NO. 606.
ld,.
NOTIFY OCSD (714)54D-9910 ^ RIMWO PIP" 7D EITAVr OF i:' NWEeTIDN TO
14.
STAMP "S" ON CURB AT ALL SEWER LATERAL LOCATIONS.
INSPECTED h:
EYISTTI� MUIMHOL[ FOR' Ndf /EG710W .
15.
ANY CITY BENCHMARK, MONUMENT, OR TIES THAT ARE DESTROYED OR DISTURBED DURING
CONSTRUCTION SHALL BE REPLACED. ANY CHANGE IN LOCATION OR ELEVATIONS SHALL
BE REPORTED -TO THE CITY ENGINEER BY A LICENSED SURVEYOR ON 6X11 LOOSE LEAF PAPER
DATE
(ONE SIDE ONLY) SHOWING LOCATION i TIES, OR LEVEL RUN,
16.
PROTECT ALL EXISTING UTILITIES IN PLACE.
j1
1
1
11.
PIPE REDOING FOR SfOAM DRAINS IN TRENCHES WITHIN THE CITY OF COSTA MESAS
✓N -?39
STREET RIGHT OF WAY SHALL BE PER L.A. COUNTY FLOOD CONTROL DISTRICT
STANDARD DRAWING 2 -D177 CASE III.
20.
CONTRACTOR SHALL OBTAIN ONSITE i OFFSITE PERMITS PRIOR TO START OF ANY
CONSTRUCTION.
21.
CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY ENGINEERING DIVISION
TR NO.
SECR.ETAQIAT CIECLE
2
4i 47 46
1
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48 HOURS IN ADVANCE OF PERFORMING ANY WORK. TELEPHONE NO. 714 - 754-5323. IL IL
1 S 0'
Ara. A.
I �
a
2
•
I
TYPICAL 5ECTIOIJ_
FUCHSIA STREET -
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SECCETAVIAT CI RICLE
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(sLS CO.VAr. .VOTiI O , Aw"r L)
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v.e-.r WYB SADDLiF. G tGu►.
01ZISA : IHJr0 EXIST MAUHOL[ 4 cfiCW#*MU-(NY COW SOWMA,) t EA.
8" V. G. R I, 967 L.A!
1229 L.1!
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STREET IMPROVEMENTS'
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TRA.uSiT10u 4TKUGTUM LAL.FC.D STD. DW&.t -Dt11J
2
4 "A�ZVSII' CA.2LW -MC 70 fMW- L3k;
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_ G10 '�
L.G.
CATl;u sA6Iu IJO.9C 61. 10') LAGFCD STD. Dwa. 2 -0141!
WCOLIC. CL" -4-r L1T1LiCMR CITY. OL. COSTA MEALSM CM& M7-MM::- -
7 94" v
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1
4" Mr-f- sSlC"24Y IF[ CITY OF. CdiTA Ii MW -9M =% M-;- 401 - = 40T
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S.F.-
FA.
WHEEL. G.HAIL -LAMP FE R CITY OF. COTTA MESA SM. DiW IiIIF --
IO �`
EA.
27" R.G.P -19500
2EMOV12 Exlsr Gu2P7 21ETucw _ ` -- -
40
LF.
600
JOI11 OC FVJ.THEC OVEC SXIST 10AVEMELIT. In CITY of COSTA Mill" VID, 0"t"
7iR5v
5 F.
L,F.
KEMOVE 4 2Ert AGE rxx 1ST FAVEMEUT
320 ✓
5. F.
dwpw RYwis� iw
5e.wcuT exisT PAV15MVW
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LF.
- GERANIUM STREETf POPPY. CIRCLE:.. -
QEMOVEs EXIST. S117E1 A.LIC
402 ✓
5�R
cuts 4 &LITT22 TK^L*ITIOU MDM 5'V,&0
Its ,,
L.F.
COL1G. GROss- &VTTILIL (1' THICK x Of WIDE) PM C.C•Ml._ s7CL DWIL IM 409
2,280,
S.F.
ADAMS /STREETER
REMOVE 2" x (e' REDWOOD WAITER.
6G2 v
L.f.
Construction contractor agrees that in accordance with generally accepted construction
RESIMLITLAL PORIVEL.IS.Y AMCOIAGH TYf1t1-aaA GC.AL SrCX DL c-Aa.-S03
49 /--
[A..
1TAUTaA2D STRCET AJAR y ftt TER C. G. M. OrD. DWO- AID. 000 -15
O ✓
IPA.
ALL CONDITIONS AND DIME04 `
STtEET W&WT STAIJII:a _PEI C.C.M. 9r0- Md. Aid: 701 (45000IrL
10 �
EA.
job site conditions during the course of construction of the project, including safety of all persona GCt�1Ka Cound
and property; that this requirement shall be made to apply continuously and not be limited to
4TOf SI Lr - AS 15ESOMA AVC -544tLWY WVr-
J L'
FA.
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VAR'LAELL.E_ TRICKU" S A sr_ CAFW _ _ __ -
/ 6O0
8F
ALL DISCREPANCIES TO THUS
LiJ10101ER PRIOR TO THE COLA} �
- 15LUFR 4 BFALCCAT- -- _- - . ' j'
"j0�'iAi
6F
professional any and all real
STOP aAR 4 memAG4 (TNERMOPLASTIC)AT 8600MIA 4 SMALLEY
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L
performance of work on this project, excepting liability arising from the sole negligence of design
lines or structures. s
w�K, RAmai. L. sTitisTan. a." 2'1089
IZ01511d 9. HAMER51 DISTRICT r5m a1kime DNT15
professional
`�NTRACTOR
R E F E R
E N C E S
KA4i aOL -Es5 (4811. M) STD. DLW o. LAO. S- 11 �►•
G'
v.e-.r WYB SADDLiF. G tGu►.
01ZISA : IHJr0 EXIST MAUHOL[ 4 cfiCW#*MU-(NY COW SOWMA,) t EA.
8" V. G. R I, 967 L.A!
1229 L.1!
Ces"zr-m -iwa 0312 1 S.f!
� I vLLiLts7 Lu111/1II� IlVlrrsv♦
2' -e(H) R.G- P5.
8!1
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2
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CATCH 15ASIU LiaL CW--70) L.1CMP STD. DWG- 2 -DI6t
2
tEA►.
CATl;u sA6Iu IJO.9C 61. 10') LAGFCD STD. Dwa. 2 -0141!
1
EA.
JLILICTION 5T10AGTUCB LAO. I LAGFCD Sm. Duet. 2 -MM
1
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JuL1CTwv STPIICTUEIL LAO. 2 L.AGFCDSTD. DWCA. 2 -0112
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• 42" 9. C- F, - 14000
206
LJ!
27" R.G.P -19500
88"
L,F
l8' car. - 16000
600
L,F.
2EMOVE ISXV-:,T 42" COLIC. rtPe
2"
L,F.
LOCAL DErMSSLOW L1a 4 LAGpCD STD. DWCs+. 2- 041W- D01MiLL0 7b C8. WALL
S
GA.
dwpw RYwis� iw
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SMALLEY ROAD
AM4�
faoM /4/FdGVMAT /O�t/ saFl�t�EO eY F�ECV alwr.�
- GERANIUM STREETf POPPY. CIRCLE:.. -
a`
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60' - _
COUSTRUCTIOf�! MoTes
u.
LO D'
? I VA EsJ VA sy I
9' TOIO' 101 TO 1I
.
a- cGOU4T I'AC. OVER *-em W I MG 70 RI MecolftC. /
,L ,y 3
►•uK E%1 ?. IMrIZOVIEWSW
4 � t 2�- CONTT. as GOAJC. GuRb 4 &uTTi¢ ?YR "G' PIS Gt'T'Y OF COSTA ML61. S(f7 ma. LAO. 302. /
I
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,M- eo1J'ST 6'GOue. GLIEA t 6VTTER: TYFE'G' FE¢ GAT`( OF COSTAMGSA erck OW6�• W. son. !
1 \.
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,
all li
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a WIUST. 4' T'NICIC pC.G. SIDELJALIL PEE: CITY OF cCsTA. M S& STD. �d. uGt Ad7t R 40S.OVAW S" C.A.b..
'° ' w v -.:
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-
i (- - -
a- ,103LmTH cOLD.PIANE OVER EXIST. rAVEmUlT TD SAr*FAGT70N OF CITY EWGINERR
TONAL Y.LrI/�L/ .IC CA/ .INO Fi /1•Mf6P TO llr/f/flCTidil A/r GTY fNt /A/Lt.E'
f CA011X 7Af) 4 1
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• °ate(rrll TYPICAL SECTIOAI
TYPICAL SECTIOIJ s "c.�er - CONSTf'K/Crffp
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SMALLEY ROAD
AM4�
faoM /4/FdGVMAT /O�t/ saFl�t�EO eY F�ECV alwr.�
- GERANIUM STREETf POPPY. CIRCLE:.. -
ApP20VED = 1:o5TA MESA SAN ITARY MTRICT
N RME TO CONTRA TO
NOTIC PREPARED IN THE OFFICE of
PRIVATE ENORI!!R'i NOTICE TO CONTRACTOR -
ADAMS /STREETER
Construction contractor agrees that in accordance with generally accepted construction
The existence and location of any underground utilities or structures shown
CONTRACTOR MALL VERNT '
CIVIL ENGINEERS, INC. '
practices,-construction contractor will be required to assume sole and complete responsibility for
on these plats an Obtained by a search of available records. To the best of
ALL CONDITIONS AND DIME04 `
job site conditions during the course of construction of the project, including safety of all persona GCt�1Ka Cound
and property; that this requirement shall be made to apply continuously and not be limited to
our knowledge then are no existing utilities except those shown on this
plan. The Contractor is required to take all precautionary measures to pro-
179i�i,��S,KKYAPARK CIRCLE, SUIT[ M
SIGNS AND SHALL REPORT IRV: 4- PHONE 71NEi Now
/� // Z /(►��T
C>f
normal working hours, and construction contractor further agrees to defend indemnify and hold E' ^J"'�•W
design harmless from liability, or alleged, in connection with the &�OfldSNfV[yOf!
tact the utilities shown, and any other lines or structures not shown on these
plans, and is responsible for the protection of, and any damage to these
ALL DISCREPANCIES TO THUS
LiJ10101ER PRIOR TO THE COLA} �
professional any and all real
L
performance of work on this project, excepting liability arising from the sole negligence of design
lines or structures. s
w�K, RAmai. L. sTitisTan. a." 2'1089
IZ01511d 9. HAMER51 DISTRICT r5m a1kime DNT15
professional
`�NTRACTOR
R E F E R
E N C E S
DAD
DA's
CHECKED
BY:
DATE
IMPROVEMENT PLANS
R E V I S I O N S
13ENCH MARK N0. SA. 2'2- 77- 1976
REFERENCE PLANS -
DRAWN By,
CHECKED
BY,
1 O R s -
SHEET
NO.
DATE
OE9CRI/iION
App.
RECOMMENDED BY.
ELEVATON 51. &4P2
NOTE TO CONTRACTOR SEE SHT.
CITY ENGINEER
AYROVED
TRACT NO, ' 2 01 1 -"
DESCRIPTION OLI SOUTH SIDE OF
STANDARD DRAWING NO. 302 40/ 003,
WDIIII STMTEO
MAC ARTHUR Fy Vt7 270' W. of OF
sOS� cos 403 e0a -a, >•O, s0,
Z//7/f4
[�ATG
NUAAOER --
I"DR'L A�
I5EAR S . OW L1.w. CORLIEC OF A
APPROVED BY:
BY-
...
8�
CITY OF COSTA MESA
DEPARTMENT OF PUBLIC SEMIMS / ENGMEW410 DMSION
INSPECTED h:
4' x 7.3' CATGN &^641J.
CITY ENGINEER RCE 195158
DATE
✓N -?39
if