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NOTICE TO CONTRACTOR
UNDERGROUND STRUCTURES
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_ - GENERAL NOTES -
MINE
WORK OTHER THAN STOW BRAIN WORK SHALL CONFORM TO THE _CITY _OF COSTA MESA �
q4.-, NDARDS AND SHALL MEET THE APPROVAL OF THE CITY ENGINEER. ALL STORM DRAIN WORK
S P 0 ` ' p n IL CONFORM TO THE L.A.C.F.C.D. STANDARD PLANS AND MEET THE APPROVAL OF THE CITY
V J INEER.
STREET STATIONING REFERS TO THE CENTERLINE OF THE STREET. ;
FOR ING AND BASE SECTION LISTED IN tHE QUANTITY ESTIMATE ARE FOR BIDDING PURPOSES
Y AND ARE SUBJECT TO REVISION UPON RECEIPT OF SOILS TESTS. }
B DATA REFERS TO THE FACE OF CUgB.
THE REALIGNMENT OF
- 6. LL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR j
TOWN CENTER DRIVE FROM PARK CENTER DR. TO AVE OF THE ARTS UBLIC WORKS CONSTRUCTION, CURRENT EDITION.
(o. NTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS, BARRICADES AND ANY OTHER
- RAFFIC CONTROL OR WARNING DEVICES, INCLUDING FLAGMEN, AS MAY BE REQUIRED BY THE
NGINEER. ALL ITEMS MENTIONED SHALL BE IN CONFORMANCE WITH THE CURRENT AREQUIRE-
i i NTS AS SPECIFIED IN THE LATEST EDITION OF THE "CONSTRUCTION SAFETY ORDERS."
`! AILURE TO DO SO WILL BE CITED UNDER APPLICABLE SECTION OF THE C.V.C. AND +
PA�/ItJG N g RRECTIVE COSTS TO THE CITY WILL BE CHARGED TO THE CONTRACTOR. 1
�. HE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE 5.6%
�. L L tK N1ArE1CIALh GjV1ALL- GoWFdFtul �I THE Y DRY WEIGHT UNLESS OTHERWISE DETERMINED BY THE CITY ENGINEER. SAMPLES OF THE
TN PROPOSED AGGREGATE SHALL BE SUBMITTED TO THE CITY ENGINEER FOR TESTING IN ORDER
IFIGATIONco WK ALTS WkI-B THAT THE PERCENT BINDER MAY BE DETERMINED FOUR (4) DAYS IN ADVANCE OF CONSTRUCTION.
5 ,ePftGIFIfI7 11.1 PART 41 hEGTIOW 4,00 OF THe 'trAWMfa;P --4f- 0. tHE CONTRACTOR SHALL PAY FOR THE INITIAL SOIL AND MATERIALS TESTS AND ANY SUBSEQUENT
PIFIGAT104JG5- IL AND MATERIALS TESTS DEEMED NECESSARY, DUE TO THE FAILURE Of THE INITIAL TESTS,
S DETERMINED BY THE CITY ENGINEER.
mil. - lsGKEGATE 6A OIALL 6E FPhGE�s7 MWX.�LLA4JEDUcO -'. WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES SHALL BE CON -
PAR eor,-cTIOW 40o -S O TKe OrAWVAWV - �STRUCTED TO PROPERTY LINE OR 8' MINIMUM (WHICHEVER IS GREATER) PER CITY OF COSTA MESA {
GIFIGA'j I Ot.Jy.
!STANDARD PLANS. LOCATION, TYPE, WIDTH ARE TO BE APPROVED BY THE CITY TRAFFIC ENGINEER.:
wr a.n 4 P11p+1-T G0IJGQET>r G✓NAI.I� COWFORM uJITM liT►01J 10-71L1_ UNDERGROUND I4ORK SHALL K COMPLETE PRIOR TO ANY SURFACE WRY 114 TAE PUBLIC
_-- WITWIN AiEW OrREET K/W SOD -� OFTNE`JTA►JrJ11.Rf% GIFIGATIONh Ti'P��- GLA- �O`h_� SIGHT -Of -WAY.
IQ /w ®' 4JD GRADE GFAilwk T CowcRETE �oHAL, 6E A6 .',- II. RAWINGL NUMBER T701. THE CFINAL SLOCATiONSNSUBJECT TOR CITY YENGINEER'S MAPPROVAL.
- -- SO ^VQ) N� �.�, FARJK } fy TREET NAME SIGNS TO BE RELOCATED SHALL BE INSTALLED BACK OF CURB OR ON BRACKET j
%-C,25-AR 4� FOR �� L "JO N"TED ON STREET LIGHT POLE PER CITY OF COSTA MESA STANDARD DRAWING, NUMBER 606.
zY 1'1. ANY CITY BENCHMARK, MONUMENT, OR TIES THAT ARE DESTROYED OR DISTURBED DURING
05IDEWALIC EASEM7:I IT DF EX15TI1.Y mvemew-r I CONSTRUCTION SHALL BE REPLACED. ANY CHANGE IN LOCATION OR ELEVATIONS SHALL BE
4' 4• 3• t OR 611tH REPORTED TO THE CITY ENGINEER BY A LICENSED SURVEYOR ON 8'x11 LOOSE LEAF PAPER
0 SIDEWAUCTD I 1 71• MC COAT OF GIUV-l�IG 70 1- 16tUlp ASPIaAIT (ONE SIDE ONLY) SHOWING LOCATION AND TIES OR LEVEL RUN.
GON6TiZUGTED oI , n /� RAQv AS I1 xe PIE �FcArle(7 � lue ui,%e EWGlWe -eg 441ALL it. PROTECT ALL EXISTING UTILITIES IN PLACE UNLESS OTHERWISE SHOWN.
CO _7T1ZUH F_I2 AI6, QTO�IE �•URFo4e OFP4GREGK(C- i§Aa P12IGR 15. PIPE BEDDING IN TRENCHES SHALL BE PER L.A.C.F.C.D. STANDARD PLAN 2 -0177.
Pat/INCA T7RAILJACeE 1 >PreWGN ALL CATCH BASINS SHALL HAVE HORIZONTAL PROTECTION BARS PER L.A.C.F.C.D. STANDARD
- - - --
FILAW. PLAN 2 -D175.
�_o¢ R=IMEcoNrR Tl7R ! �4L1- c�Tw►J 1ZV,04T,-_�F vZ&YFtW_,mms, F loa TO
\ I L>,¢TGFCq,J�j•TT7_LlGTlq.l A.Np 1ZEt.2UE3T INh•P�LT'10L.1 »M GTY».WINEfRJ1.JCa
JON EX1hf I �� 2 Z% 2 �� 2 j - 2 JOIu EItIr�T 1 ToP�E M�4Pm Wte, ' ItidA•DVW.i cP>�pfZMI� A,.-W were- �EiE 75+-�JL3
\ .o ° -- ° =- o•• s�lvew�uY 12 +o� -zzTa 12t41oo�.tt -Y IB. L CONSTRUCTION STAKING WITHIN PUBLIC RIGHT -OF -WAY SHALL BE DONE BY A LICENSED
X. (41GEW6L.IL F�LOM IiLi"4Ci TO 17 -04.70 WILD..- 1=76 G6w1bT. [ .E,.Jizvi�•(G'�IZ GTL GIViL1 ✓i�Vsdl.1C- E�.GJ.1pC.�2RR�TiL iTOI.•II.1iCA1,1pL L�G� MAIM. �.
IL�14$E FLmltyc UPL:NI rW4,P %2 TY Li =�/e-L -ofd " R
p I � �1�, AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF COSTA MESA ENGINEERING
('Ur '-pp. �v titlrl•) DEPARTMENT UPON COMPLETION OF WORK. _
TOWN CENTER DR. rvA. @(MIN) (ham• MIA�•i
-- t0 ALL IfiLITY j7E+JGN �AGKFILL MATIiWAt AIID LOMPAGTIOII SHAL.L.(�OI.f!9VV1 TO
BINDER CUI25 Crff Or OA MESA OT12. V<A\AAW0 1J°- 601• WA TNE MATERIAL MAY tS6 U459P F02
_ _.<ifa.. II +14•�i Tv iiTA.- 1Cir�T.aty _¢ CquTTER 5 ATACK COAT OF GRADE 55 -I1� EMULSIFIED ASPHALT ehACkFI_ oWL-y IF lT MF-Ete_ ?NE KEQuIREMEL % OF eW VkA1AlIW Ij$ 801 AND
6HALL 15E APPLIED TO THE 2URFAGE OF EXISTINU ApPROVE•P PAY THE CITY ENGIWmeiZ.
��i1yIG[pL� �7CLTOh� A°✓PNAL_ -C TO E.,e oVERLA117, OR TOTHE SURFAGF_
Ce AC•. e5A,SE COL%RSE f2RIOiz O pL- AC-eMENT OF AC. -_
1=INI5I4 COURSE ATARATE 13E•TWEEN O.Or7 AND 0.10 : BWATER NOTES
GALLOnIS/ OSQuARE YARt7
h 1. MATER MAINS TO BE INSTALLED ACCORDING TO THE LATEST STANDARDS AND SPECIFICATIONS OF THE
J MESA CONSOLIDATED WATER DISTRICT.
-
1:2. !CONTRACTOR TO HAVE ON JOB -SITE A COPY OF THE LATEST STANDARD SPECIFICATIONS AT ALL TIMES.
- 3. 'CONTRACTOR TO NOTIFY MESA CONSOLIDATED WATER DISTRICT 48 HOURS PRIOR TO CONSTRUCTION.
(PHONE: 714/631 -1291 or 714/754 -5398)
r,(. .4. •IALL PLAN CHECK, INSPECTION AND ENGINEERING PICCH WILL BE MADE PRIOR TO SIGNATURE OF
bISTRICT ENGINEER.
1e�r v�/r[ ti6Ll.x //•+� 5. A BOND WILL BE POSTED AT THE h7A42T OF PROJECT FOR 10% OF tS�sl'IMt+cr>9O csB.T ilely wu1.
ilk. It'll°, wLv vww- at-w YCdo rKOM 1-He DA- of coMPI-- F•twl1.
L•fi.cn' �j" li d
S. REQUIRED SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS WILL BE 10' HORIZONTAL,
1i'M/Iv TI x.171 3' VERTICAL.
lauL Af31 E N1ATEiz1AL� ARC PRO('E2T( of L.N•� n- AUO AM -to v,E o./s'�au i-{ } + 7. ALL WATER MAINS SHALL HAVE I MINIMUM COVER TO FINISH GRADE.
1?EU\lERE17 fo crgyn. coRP�RAT1011 YARC7 23Gb PLgGEFJ11q AVE. M6�►A. 1 I OK � -AR K R'+r+►IA � ��W�71 9lDEWAI -K• TO SE G0N5TRUGTED r E+u� 8. V1LL WATER MAINS WILL BE TESTED AT 225 P.S.I. FOR FOUR HOURS. lw
, Go13(A Eau 2k" RGp L ,ypm� /_ ? / I } � FINtAt� ppAµ, PAV111Ca MEUT 10. RAISECEXISTINGNWATERLVALVE COVERS TO GRADE. MI. uMUM aw OFF Mol a L ow rte, (BEE DETAIL
t= iATHEJ2 1 +Ei/
CDNTQACZDR SHALL OBTAIN A R /CHT OFW/3Y EHC.POACKMENT PEQM/T FROM 4�y� ° o;. so G °,y/,y, r - _ � !� �A1 � L. �� I r.c•TO
_�t1rE GITY GF COSTA MFS4 NSQ•Q/y�IDN pst? /OR 727 ANY WORK W/701/N STREETLl/AY __ °° t - -- o tiA e�crl°�T1O`� °F 11. REMOVE AND RELOCATE FIRE HYDRANT PER STANDARD DRAWING /4. THIS 1}HEET) AL GENFOi/ NOZFZII,TII/S rte) PROJECT SITE °° ' _ -�� z I `'"Y °'4i�'"I¢ 12. BACKFILL MATERIAL WILL HAVE A SAND EQUIVALENT OFsv OR GREATER.
<_ "IIU � \�r�. ;13. BACKFILL WILL BE COMPACTED � ��r„ iTN(> No- w7•
� � h -^-s- : `� 1•}: Y -i-fIP 2" ' w" IN Guir.�. "°arr_IG -fv Iv�r�t-n>✓-f YUCCt� <iG•S�/Y� 1.�GycTit� -a.
BETA 1 L •I2oa" "' 116 XISTING VALVE93,TEESNHYDRANT A95EMI=,LIE D, ETC. ON EXKI5TING6 MAIN e k4L 6E
- ,..:. - �:......�. N 071 G 61NEE ->
ALVA&ED 4 U9 O EW MAIN A9 RIE Tr &yl THE �JiRI EN
' MANHOLE AND VALVE - iii• TRAGTOK To VBKIFY DEPTH AUD LALAT1011 OF ALL LITWTIES PYC101�
ADJUSTMENT TO GRADE f• Iro TKeucNIUU.
❑ 4c,� ail' AA61 _ �:Purr�►clola 111 QTRAC,ToK To IWI-o ALL TEMROK/.KY U►� FoK TE6TIIJG� Auo fiul0l[IUAT10{J
-- _ TO C011116C(IUG r0 I)CiyTiUG MA1U5.
ASPHALT CONCRETE _
is VETANi MAWHOLE 1491 (MOVIFIEO) �u4 "�►^�uT>��.ro
urn • R PC.C. (CLA" 920-C-2000) Kai~ sf,O �M,1.) SEWER NOTES
q y / >• ACPOREGATE GWyE i�►G"�`,�� -� C9EE SHEET Z%
Th ,- 1 SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DISTRICT.
,UTILITIES -- LEGEND �Avewua �� Z.ME A�ZT�J� -# 5" V.C.P. HOUSE CONNECTIONS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO THE PROPERTY
gP
_ INS FOR EACH LOT.
• i .. � i. �tHE DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITH A PLOT PLAN INDICATING THE RECOMMENDED
n < •` - - - -- EXISTING UTILITY CAB WDICATED,) LOCATION OF THE HOUSE CONNECTION FOR EACH LOT PRIOR TO SEWER MAIN CONSTRUCTION.
A,Q \ MESA CONSOLIDATED WATER DISTRICT.... - G3 1-14011 RAY BARELA - • -� • " " •' fsTi2G�T L- aG4�tT -. _ -_- ! � '`:.. _`MANHOLES SHALL BE PRECAST CONCRETE AS MANUFACTURED BY ASSOCIATED CONCRETE PRODUCTS, INC.
OR APPROVED EQUAL.
5. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270, OR APPROVED EQUAL.
6. ALL SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW FINISH GRADE.
7. ALL SEWER HOUSE CONNECTIONS SHALL BE PLACED PRIOR TO SURFACING OF STREETS.
S. THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO FINISH GRADE AFTER THE
STREET SURFACING IS COMPLETED. nAN't4i + vl►vlrIAL. v14 Pw.(�vi DETAILTHI°✓9HEETi
9. CLAY PIPE JOINTS SHALL BE MECHANICAL COMPRESSION JOINTS. MECHANICAL
COMPRESSION JOINTS SHALL BE "WEDGE- LOCK ", "SPEED -SEAL MAINLINE ", OR APPROVED EQUAL.
10.
IN NO CASE WILL JOINTING MATERIAL USING NEAT PORTLAND CEMENT, MORTAR OR GROUT BE PERMITTED.
11. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS.
12_ CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 24 HOURS
PRIOR TO COMMENCEMENT OF WORK, TELEPHONE (714) c--*,I Ylail.
13. PERMITS REQUIRED SHALL BE OBTAINED FROM THE STREET DEPARTMENT, CITY OF COSTA MESA,
77 FAIR DRIVE* (714) - I�,.�t-oP3zsi
J4., WORK PERFORMED WITHOUT DISTRICT'S SUPERVISION IS SUBJECT TO REJECTION.
iasrATlc t- ` A,"ovdN •TI --ILY� G�i SC+ rC2 �JfA�1o1 Jai AIJp A+R� II If7C1�9NVCh:T
y
4e 30. CALIF EDISON voe0os'
DAVE
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�,.rTO.L'r : PA• �-- CIA+ -a ,PWdCxJz51=r vft+�
(CITY OF COSTA Me &5A
DATUM)
'MESA CONSOLIDATED
... • .......... ...... . . .835-
BENCH MARK:
NOTICE TO CONTRACTOR
UNDERGROUND STRUCTURES
- -
WATER DISTRICT
INEGO FRWY. ti PACIFIC TELEPHONE ........... _.......9GG -6223
JACK
SCAPPEL
1. -r-c• AT NORTH Ehly OF wE5T MEDIAI.1
Contractor agrees that he shall assume sole and complete responsibility for job
ALL UNDERGROUND UTILITIES OR STRUCTURE. REPORTED BY THE OWNER OR OTHERS
- ,
50. CALIF. GAS • ... . • ..................54G -4844
RICK
BRANCH
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site conditions during the course of construction of this Project including safety Of all r ��. �
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-
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CITY OF COSTA MESA .................. 754 -52B4
BOB
BROCK
X00' SO.OF f.IEW C.L. 4UAIFLOWER AVE.
L` LEV. w a/y3/j
__ - -_ _
persons and property; that this requirement shall apply continuously and not be hm- J
LOCATION
IMPROVEMENTS PURSUANT -THERETO AGREES TD AESUN[ LwILITT AND TO MOLD UNDER.
M
IT
OON
DATE
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AsV_v -1FE
LNt= ($I� A`L_Ltsit?(f.ATEO�
Gc7��TA MEN* G.n. �!2!o'L7
- CITY OF SANTA ANA -4933
JOHN
ROMO
1 --
hold the Owner and the Engineer harmless from any and all liability, real or alleged,
__ --
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UNDERGROUND SERVICE ALERT - ....__ ... 1 {800) 422-4133
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NOTE TO CONTRACTOR, SEE SHT.
RECOMMENDED BY: ti
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........
I
THE CONTRACTOR SHALL NOTIFY THE UTILITIE5
LISTED ABOVE
I
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49 HOURS PRIOR TO COMMENCING WORK.
DESCRIPTION
SEE ABOVE
STANDARD DRAWING NO.
-
n.,-I00•r tmewv.. EMe:wTo,
OR APPROVED EQUAL.
5. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270, OR APPROVED EQUAL.
6. ALL SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW FINISH GRADE.
7. ALL SEWER HOUSE CONNECTIONS SHALL BE PLACED PRIOR TO SURFACING OF STREETS.
S. THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO FINISH GRADE AFTER THE
STREET SURFACING IS COMPLETED. nAN't4i + vl►vlrIAL. v14 Pw.(�vi DETAILTHI°✓9HEETi
9. CLAY PIPE JOINTS SHALL BE MECHANICAL COMPRESSION JOINTS. MECHANICAL
COMPRESSION JOINTS SHALL BE "WEDGE- LOCK ", "SPEED -SEAL MAINLINE ", OR APPROVED EQUAL.
10.
IN NO CASE WILL JOINTING MATERIAL USING NEAT PORTLAND CEMENT, MORTAR OR GROUT BE PERMITTED.
11. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS.
12_ CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 24 HOURS
PRIOR TO COMMENCEMENT OF WORK, TELEPHONE (714) c--*,I Ylail.
13. PERMITS REQUIRED SHALL BE OBTAINED FROM THE STREET DEPARTMENT, CITY OF COSTA MESA,
77 FAIR DRIVE* (714) - I�,.�t-oP3zsi
J4., WORK PERFORMED WITHOUT DISTRICT'S SUPERVISION IS SUBJECT TO REJECTION.
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PROFESSIONAL ENVIRONMENTAL ENGINEERS 9 PLANNERS
P.O. BOX 2990 °- 1401 QUAIL STREET. NEWPORT BEACH. CALIFORNIA 92643
171 a 1 633.0070
' S. RoE L
5RT KALEUR_ALY;I R
N C<E. 21981 DATE
_ST_REET, IMPROVEMENTS _ FQR-
�_ _- TRACT 11762
TOWN CENTER DRIVE
PARK CENTER DRIVE TO AVENUE OF THE ARTS
SEEMS B MEMO ONES w B B BBB PRO Gomm
CITY OF COSTA MESA
DEPARTMENT OF ENGINEERING SERVICES
SHEET
OF 2
PLAN
NUMBER
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(CITY OF COSTA Me &5A
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'MESA CONSOLIDATED
COSTA MESA
BENCH MARK:
NOTICE TO CONTRACTOR
UNDERGROUND STRUCTURES
WATER DISTRICT
SANITARY DISTRICT
1. -r-c• AT NORTH Ehly OF wE5T MEDIAI.1
Contractor agrees that he shall assume sole and complete responsibility for job
ALL UNDERGROUND UTILITIES OR STRUCTURE. REPORTED BY THE OWNER OR OTHERS
I Gr�A+��s> t L- /►wJL7 ohs>s ostY.AS
.
CURIb (N AVF -WUE OF THE ARTS APPROX.
site conditions during the course of construction of this Project including safety Of all r ��. �
AMC THOS[ SHOWN N THE RECORDS EXAMINED ARE INDICATED KS NS O THEIR APPROXIMATE
AND EXTENT. THE OWNER BY ACCEPTING TH[S[ PLANE OR PROCEEDING WITH
CONTRACTOR _
-
191o�j �[1�EI J rIA AS �/l =tilt l6
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DESIGNED BY: D. W.
X00' SO.OF f.IEW C.L. 4UAIFLOWER AVE.
L` LEV. w a/y3/j
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persons and property; that this requirement shall apply continuously and not be hm- J
LOCATION
IMPROVEMENTS PURSUANT -THERETO AGREES TD AESUN[ LwILITT AND TO MOLD UNDER.
M
IT
OON
DATE
ited to normal working hours; and that the Contractor shall defend, indemnify and °
YNOT EPUNOCKSIGNEO:r NOT INDICATED THE
Gc7��TA MEN* G.n. �!2!o'L7
LausrA MBhA GA. °7vLtiL�1
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-
2. T -G. AT SOUTH O.G.R. OF EAF>T MEDIAN
hold the Owner and the Engineer harmless from any and all liability, real or alleged,
UTILITIES OR STRUCTURES EOPORTED TO
PuELIt RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN
BENCH MARK
NO.
/- SRI I M,G..GCJPj
Ci14
1 7__
L-c-r7 A1-6,ve , £�7 G,ta. +aoa�Zei
CURB IN RARK CENTER DRIVE APPRO)X.
in connection with the performance of work on this Project, excepting for liability
OR RECORDS EXAMINED. THE CONTRACTOR IS REOU1RED TO TAKE DU[ PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES
NO.
DATE
___ -. -.
�/•3
(�L.lyl� 417l- 1O
5Q' NORTI.1 Op G.L.TOWIJ G7= 1.ITEiZ D2.
_
ari3ingT from YK saC (�ligence of the Owner or the En&eer.
GS STRUCTURES FOUND AT TN[ SIT[. IT SMALL R[ THE CONTRACTORY RESPONSIBILITY TO
NOTIFY THE OWNERS OP THE UTILITIES OR STRUCTURES CONCERNED BEFORE 8TAKTINO
o c.I PWrJENI NAT WAT R MAN INKi�7.0 ��
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WORK. - .. .
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PROFESSIONAL ENVIRONMENTAL ENGINEERS 9 PLANNERS
P.O. BOX 2990 °- 1401 QUAIL STREET. NEWPORT BEACH. CALIFORNIA 92643
171 a 1 633.0070
' S. RoE L
5RT KALEUR_ALY;I R
N C<E. 21981 DATE
_ST_REET, IMPROVEMENTS _ FQR-
�_ _- TRACT 11762
TOWN CENTER DRIVE
PARK CENTER DRIVE TO AVENUE OF THE ARTS
SEEMS B MEMO ONES w B B BBB PRO Gomm
CITY OF COSTA MESA
DEPARTMENT OF ENGINEERING SERVICES
SHEET
OF 2
PLAN
NUMBER
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(CITY OF COSTA Me &5A
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.
.
REVISIONS
CONTRACTOR _
REFERENCES
DESIGNED BY: D. W.
P�j�
CHECKED BY:
DATE
APP.
FIELD BOOK
PAGE
BENCH MARK
NO.
REFERENCE PLANS (,GM.-r7- 39.1- 77 -$$.4
DRAWN BY: W.J.U. 4 R.J.
31+vL
CHECKED BY:
NO.
DATE
DESCRIPTION
7�rb3LLCASEMGN
o c.I PWrJENI NAT WAT R MAN INKi�7.0 ��
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-
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ELEVATION:
NOTE TO CONTRACTOR, SEE SHT.
RECOMMENDED BY: ti
RIGHT OF WAY ACQUIRED:
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(o$
0�^
IZEVI6PP PROJECT
I
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DESCRIPTION
SEE ABOVE
STANDARD DRAWING NO.
4103
3
1•30•
ADDED "AS QUILT u
NOTES ON SHEET 2
WORK STARTED:
G)A!S.D. - 5-100 4-104A. , 05-110
Adl~ 4fiTY a "Trill Nl
RIGHT OF WAY AGENT
C.C.M. - 802 402, 504, r7O&, -701, DUI
WORK ACCEPTED:
146-W.{� -1214, 12, 14
APPROVED BY:
INSPECTED BYI
L.AGF.G.D. - 2 -DIG2 2 -03413 2 -044°5
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-
P�IZLIG•E D T IZN
CITY ENGINEER
R[•C 1�
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PROFESSIONAL ENVIRONMENTAL ENGINEERS 9 PLANNERS
P.O. BOX 2990 °- 1401 QUAIL STREET. NEWPORT BEACH. CALIFORNIA 92643
171 a 1 633.0070
' S. RoE L
5RT KALEUR_ALY;I R
N C<E. 21981 DATE
_ST_REET, IMPROVEMENTS _ FQR-
�_ _- TRACT 11762
TOWN CENTER DRIVE
PARK CENTER DRIVE TO AVENUE OF THE ARTS
SEEMS B MEMO ONES w B B BBB PRO Gomm
CITY OF COSTA MESA
DEPARTMENT OF ENGINEERING SERVICES
SHEET
OF 2
PLAN
NUMBER
ru 20 -�64..