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n Z 1614 7' B,POOM FIAIISAI "GENERAL NOTES j LEGEND
PER ON CONCRETE LEGEND
WIDrAlAEPP[AN W/DTNPE+PPLAN I ALL WUPK, O'NER THAN STORM DRA ?.N WORK, SHALL CONFORM TO THE CITY OF COSTA. HESA )
fie+ l HEAVY BROOM F /.v /SN fAl DODS AND SHALL MEET 'IHE APPROVAL OF THE CITY ENGINEER. ALL STORM DRAlr+ 'WORK
- - - - -- - -- lI
�3 E PROJECT "A" 45' AFI 4 ON GONG PETE hHl L CO11FOR1 TO THE L A.C.F.C.D. STANDARD PLANS AND SHALL MEET THE APPROVAL OF 4A SNaCET NO-
I I Pl &R "TIE CITY ENGINEER.
6'EIIBL /C \ 34+ -a, 2. AIL ;1PEE1 STATIONING PEFrk'' TO fHE CENTER LINE OF THE STREET. s -- SE[VE2 L//VE
+ F PE y P p
UT /L /T Y, F 1 3 NAVTt,3 AND BASE SECTION LISTED IN THC QUANTITY ESTIMATE ARE FOR BIDuING PURPOSES
fASfAlEVT SO- STOeM OE°A /N
�' 4. ',URR DATA AREFERSJTOTTHE FACESOFNCURBN RECEIPT OF SOILS TESTS. -w -- hvA TE/2 G,//VE
5. 3ARKWAY TREES SHALL BE PLANTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF
0.18 ae, rOSTA MESA PARK SUPERINTENDENT. c•a.� CATCH f3v4s //V
2" �^ ro A' L WOR's CONSTRUCTION, -P- t�FORMED IN ACCORDANCE ("GREEN WITH THE STANDARD SPECIFICATIONS FOR PUBLIC {---4 71,eA5 14 YL;),eA/JT StIALL
CURRENT E ( ) . TYP /CAL -� Levu _�I►�e -� V4: 1' \ iJN'kACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS, BARRICADES, AND ANY OTHER -sue -- �✓-E!t/Ee MANHOLE
Y4, I� 2•!• �•� `..,:_ +b IG� 1 i r'IC CONTROL OR WARNING DEVICES, INCLUDING FLAGMEN, AS MAY BE REQUIRED BY THE k1 STieEE'T L/Gh'T
f- v;INEER ALL ITEMS MEN11ONED SHALL BE IN CONFORMANCE WITH THE CURRENT REQUIREMENTC
CU'PBLM/CYTRA.VS AS CDECIFIE7 IN THE LATEST EDITION OF THE "CONSTRUCTION SAFETY ORDERS. FAILURE 1C AC Ai2TfVUie q ,l�L.VLR
DO SO WILL BE CITED UNDER APPLICA,3LE SECTION OF THE C.V.C. .V.C. AND CORREr TIVE COSTS TO /
THE L.ITY WILL BE CHARGED TO THE CONTRACTOR. _ - - - -- - w- - --
cp ) , -1-
q O /MfNS /O V L /NE
d 8D ,;, ;,,,,,, /,,,,, / „/; ,„ •,i „ /,,, -; 6. CONTRACTOR ShgLL OBTAIN A ERMIT AND REQUEST INSPECTION FROM CITY Of COSTA MESA ENGINEERING; / -,. - -
f EPPRIMENl L:9 BE MAD 4$ -^T` -1 ADVANCE OF PERFORMING ANY WORK. TELEPHONE: 754 -5323. I o
/� / / /'- '/ - -• -. �'.,„ 4, Thi h" l' ASPH;
SCENIC AVENUE „" A DER TO DE MIXED WI -7'H THE MINERAL AGGREGATE SHALL BE 5.6 B'. II NT 11
J;Y "F pHT. THE EXACT AMOUNT WILL. BE r- 'ERMINED BY THE CITY ENGINEER. SAMPLES OF � It Elo K�TE :SEE /MPiPOVEMENT PLANS C� YLANOAVE )I -L Pwk-rOSLD AGGREGATE SHALL BE zU.BMITTED TO THE CITY ENGINEER FOR TESTING IN ORDER ; S.I. O
0 d *t�LLVNARBOR THE PERCENI BINDER MAY BE DETERMINED FOUR DAYS IN ADVANCE OF CONSTRJCTION. I II 1` 4
FOR 4PPG /CABLE Wi/EELCNA /R ,q ° p� CVO. Ill A.D. 8o OI SHALL PAY FOR THE INITIAL SOIL AND MATERIALS TESTS. ANY SUBSEQUEP'- i� 3
(o" .B. -PE2 CtT-Y ST-DS. F?<1MPOETI - 4r /.VO /[�/OU4z- OPII/E �r +
Al"e0ACHES. SOIL AND MATERIALS TESTS DEL" "NEC NECESSARY BY fHE CITY ENGINEER DUE 70 THE FAILURE UF 5'TOCKP /LE .PEAS A B- '
CTYPICAL ALL C. r G.1 ALL ST0EET`3) NOTE IF INIT "L TESTS SHALL BE PAIb FOR BY THE CONTRACTOR.
7 tZ/�FFIG INDEX = �o • I I DRIVE A^",POACNE5. OPP05 /TE 14AP,BOR647_eWAY G+POUND L /NE NTS. +'
I I LOPTN /lApBOP GATEWAY SOUTH ONSCE/V /C 1 WHERE '1RIVEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES SHALL BE CON I M � 4A PE,P,ROUGH NOTE' �
I AVE. SHALL BF CONSTRUCTED W /TNCIVAk'004L 6/PAY S RUCTED TO PROPERTY LINE PER CITY OF COSTA MESA STANDARD PLANS. LOCATION, TYPE, AN[ I IQ GRADE PLAN SE�,2 LIVE A "(SHEET /5A)
WIDTH ARE TO BE APPROVED BY THE CITY 1 RAFF:C ENCINEER. A11Z15T� eQV5T,PL+CTEDRe /O�Q < `
3
COL CONCPETE {Y /Ty /NAPE. OFNEA!/Y ` W j SA 2ZA N
PRO JSCIT'A" I Bf�.1�MF /N /SRS. OF -WA. ROUND WORK SHALT BE ..OMPLETE PRIOI,'TO ANY SURFACE T V� I w q TOF/LG/U65TOCKP/LEAPEAB"
/� T 4 q.
__. `V '2 ALL UNDER ROUND '' RrACE WORK IN HE U S.I.
� W IS �rRE�T L:.NTS WILL B€ INSTALIED PER CITY OF COSTA MESA STANDARD DRAWING UMBER 701 i - _
VAe /ES 5 At/D VARIES FINAL LOCATIONS ARE SUBLECT TO CITY ENGINEER S APPROVAL L'
6 PUBLIC r3, PUBLIC UTILITY � v -- - UTILITY 6' #I y� 14. 'STREET NAMF SIGNS TO BE INSTALL D SACK OF CURB OR ON BRACKET MOJNTED ON STREET LIGHT � � 10 I
EASEMENT Pf+ 20 2o' �, P1aSEkIE1JT h {�" POLE PER CITY OF COSTA MESA ;TAND.tRD DRAWING NUMBER 606. [:t!]LJ 1p i
L:A !PUCT /OA-/ JO /NT r II ,+ ) 3 HT. 12
6L 15 .,TAMP S ON CURB AT ALL EWLR•L�TERAL LOLHTIOJS. i L
F �/ /gar BP70MF /N /SN �1.QV� 16. AP'Y ITV BENCHMARCH MONUM,hi, l'tC PIES TN4T ARE DESTROYED OR DISTUREED DURING CON- 13 ►LT9 MT ,ice
A� /Eg_ STRUCTION SHALL BE REPLACED A "rY CyANGE TN LOLNTION OR ELEVATIONS SHALL BE REPORTED �_- �_._._5 to
i
6 "P. C. e. TO THE 'CITY F I, I. E ,-R BY k L,C0AD SURVEYOR ON d 1!2 x 11 LOOSE -LEAF PAPER (ONF '.IDE 24A
TYPICAL !s' ao� ate - - _ uNLY) SHOWING LOCATION AND TIES OP LEVEL RLN. /A MI S
, , „ , - -� m�i I 7 y�
%4 I' LevrL Luf4e- i % :I O, 17. CONTRACTOR SHALL PROTECT ALL EXISTING L.Ax.IES IN PLACE. II EdT 8 3 2A 4A I / 2 ;
lE. PICE BEDDING IN TRENCHES SHALT PE P'R L.H.C.;.C.D STANDARD PLAN 2 -0177. CASE III.
6 A0 19. ALL CATCH BASINS SHALL HAVE riOCttONIAL PROTECTION BARS PER L.A.C. F. C. D. STANDARD It �• HT. 13 .2
aB \/ PLAN 2 -0175. I I. - -- - -- -- A s
_ __ 2/ /ZA
20 ALL STORM DRAIN IMNHOLES SHALL I€ Lt. ;I BELOW SUBGRADE. THE CONTRACTOR SHALL RAISF THE I d
MANHOLE FRAMES AND COVERS TO FINISHED GRADE AND MAKE NECESSARY REPAIRS TO THE PAVEMENT.
33 _
zee C11 SECT /OAJ A A i - - V,fl
o -+
C) I ; HT 7 -
HARBOR GATEWAY _NORTH & :SOUTH',
N. T. S.
72A FFIG IIJDEx = rP. I (HARBOR GATE-WAY 500TH)
5 2 (HARBOR GATEWAY +.I0RTU1
MESA CONSOLIDATED WATER DISTRICT STANDARD NOTES //A
y� MT.4 TOCCG /LE E{7'. 14 37tJCCHLE a I OB.I 1 Q
1. WATER MAINS TO BE INSTALLED ACCORDING TO THE LATEST STANDARDS AND SPECIFICATIONS Of /6A �APEAA- I I.PEAI
THE MESA CONSOLIDATED WATER DISTRICT, r �p�
2. CONTRACTOR TO HAVE ON JOB -SITE COPY OF THE LATEST STANDARD SPECIFICATIONS AT ALL TIMES. I �' / c 2 j�- i�o__�11
3. CONTRACTOR TO NOTIFY MESA CONSOLIDATED WATER DISTRICT 48 HOURS PRIOR TO CONSTRUCTION. I� Ht 6 yJO r tip J N
3 (PHONE: 714/631 -1200 or 714/754- 5398). I cy
4, ALL PLAN CHECK. INSPECTION AND ENGINEERING DEPOSITS WILL BE MADE PRIOR TO SIGNATURE OF II i 0 j A MT I 1
DRIVE APPROACH DIAL DISTRICT ENGINEER.
(`I II ; ib 147. 4 3 ,O ;
T. s, 5. A BOND WILL BE POSTED AT THE COMPLETION OF PROJECT FOR 10% OF ACTUAL COST AND WILL BE #i �� �'/ u7'. S /9A MT I mY1 /BA
3 31 HELD FOR ONE YEAR. CONTRACTOR SHALL POST BOND. , EX /ST BLDG 1 0
6. REQUIRED SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS WILL BE 10' HORIZONTAL, 3' 11f, I a°
70' VERTICAL. III -_[ - - -- -
42' _ I - -- 7. SERVICE LATERALS SHALL BE SET TO GRADE BY CONTRACTOR PRIOR TO THE INSTALLATION OF WATER I iii . tt I .+
1 METERS AND BOXES. I lit
{il 7' 35' __ 35'__ �' � lo' t2' 4e' 24 � d. ALL WATER MAINS SHALL HAVE 3'6" MINIMUM COVER TO FINISH GRADE.
I �I - --
i /4 ": /' 3 r� 9. INSTALL BLOW-OFF PER STANDARD DRAWING #9.
Z° 4r J 1 -- , I I 10. ALL WATER MAINS WILL BE TESTED AT 225 P.S.I. FOR FOUR HOURS.
EX. W LY. CUlzt3 1 CHIP 2 WIN CURB FACE TO IDENTIFY WATER SERVICE LOCATION.
LwtL LINE _ _ q•s. X-FALL Vg2(ES
�• %q' +. + (1.2% 1
- .7 °. 6 %'' � TO 2E "^I AI
-�
12. A 15 WATER MAIN EASEMENT WILL BE GRANTED TO THE MESA CONSOLIDATED WATER DISTRICT FOR
J I I Slope s II _GX. PAV r) _ _ MAINTENANCE PURPOSES. 14 EX /St �t06. QB %S
5 - _ I 2" p 25 �L �_ _ - �� - - 13. WATER SERVICE WILL NOT BE TURNED ON UNTIL THE REQUIRED BACKFLOW DEVICE HAS BEEN W s W B -_ -W -- -- ;4 I a
5 N L J Cex. PAV'T. - IB II��TALLED 8 TESTED. 6A �A
f3
4 2 PROJECT'FS "(STA.IO +OOTO5TA28t30 37 14( 14. P OTECT EXISTING UTILITIES IN PLACE. \ /7A r /7A i
15. RAISE EXISTING VALVE COVERS TO GRADE. \ I I - Q /BA -
PROJECT "D "(5TA28430 TO6TA33+1a(o x 4 °� �1 16. INSTALL FIRE HYDRANT PER MCWD STANDARD DRAWING 144.
P20JECT "A" (BEE5HEET5 26 38)* \ HT. 3 I I I
(r�EE SHEET �nA) ** 17. BACKFILL MATERIAL SHALL HAVE A SAND EQUIVALENT OF 25 OR -IREATER. qI •.
(ME0140 MOMFICATIOiJ) 18. THE SAND BACKFILL WILL BE COMPACTED PER MCWD STANDARD DRAWING #19. j \� - -- I 5TAIV46 t' OPC6 I 25
HYLAND AVENUEN 7'YI=1CAL SECTIOIJ TYP►CAL SEC710NJ 197 CONTRACTOR SHALL INSTALL CATHODIC PROTECTION AT ALL ML &C STEEL PIPE LOCATIONS PER THE � LIT 2 "
- - -- -- REQUIREMENTS OF THE DISTRICT ENGINEER. I f
N. r. s. HAIZ130lZ 131-V0. HArZe>0R, 13L -�/b. - £ I I I, n8.5
T2AFFIC I00E:X= CZ->7A. 10 -%-Co1. 12 TO IZ +11.12 STA, ZI+Oro.6'5 TO 22 +Sro.SP� I 1 I I I Yi
' K.T.S. L- - - - - -J Q f, eioFa ( w
PROJECT ELF" PROJECT "C" CakSTA- t0 +rol.lZ TO I E2S.D0 - 40%
COSTA MESA SANITARY DISTRICT-SEWER NOTES ` d HI I 7A 7 # 1e; +'
C.G. e!"A(
(YK STA. 11+-fS.00 TO 12+ li. 12 3D`) cs CO. Y+ Y �
Lj ry.TS. 1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DISTRICT. _
2. 6" V.C.P. HOUSE CONNECTIONS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO THE PROPERTY = --�- ___ _ s - R
LINE FOR EACH LOT. O.CS.oI rrzuNK SCwE2� - fi
30' I\ r-
'701 n0`J 3. THERESID. ENGR. SHALL FURNISH THE SEWER CONTRACTOR WITH A PLOT PLAN INDICATING THE RECOMMENDED +r
E F 10' l0' rP0' SAW CUT T2:>.C. R_SE SClNFLD:'il�.� AVG/V(1E
7' Oro' v p^ WEAKEI�SED PLA�LE LOCATION OF THE HOUSE CONNECTION FOR EACH BLDG. PRIOR TO SEWER MAIN CONSTRUCTION. i
IS' o.c.
t• 4. MANHOLES SHALL BE PRECAST CONCRETE AS MANUFACTURED BY ASSOCIATED CONCRETE PRODUCTS, INC.
u 7' _ 33` _ 13' a' ly "LIP OR APPROVED EQUAL.
N ; b 2Y lb _J� . - ; a ' • a Is 5. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAWRA FOUNDRY A -1270, OR APPROVED EQUAL. MAP
2[ I¢'':7' v -� _ID ti. ALL SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW FINISH GRADE. INDEX M 'X.
/ 5 leX.PAV'T.) -• 7 AL SEWER HOUSE CONNECTIONS S
-� „ PLACED PRIOR TO SURFACING OF STREETS. ORANGE COUNTY SANITATION DISTRICT 140. 6 - STANDARD NOTES' / I
-. .., , •/P L BUS 6AY-gEB ° ..�.• 2 Po�2 CU2[�, - < - 6 .- ,. -
_ L E OU HALL BE
0 8. THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO, FINISH GRADE AFTER THE
A" o` �a P.CV6t�l1 r, � V -GLUT: - "Lim �� e - fib°_' STREET SURFACING
tc !Ol4PLETED.
h+tONOL(THtCALLY o` "` I. A PERMIT IS REQUIRED FOR ALL WORK UN DISTRICT YNl.IL111ES.
9. CLAY PIPE JOINTS SHALL BE BAND SEAL TYPE OR MECHANICAL COMPRESSION JOINTS. MECHANICAL 2. PRIOR TO COMMENCEMENT OF ANY WORK, NOTIFY DISTRICT'S ENGINEERING DEPARTMENT 24 HOURS
13Atts �P COMPRESSION JOINTS SHALL BE "WEDGE - LOCK ", "SPEED -SEAL MAINLINE ", OR APPROVED EQUAL. IN ADVANCE (714) 540 -2910.
22" LDnLCic 10, IN NO CASE WILL JOINTING MATERIAL USING NEAT PORTLAND CEMENT MORTAR OR GROUT BE PERMITTED. 3. ALL WORK SHALL BE IN ACCORDANCE WITH THE DISTRICT'S STANDARD REQUIREMENTS FOR THE
I _ Imo" o•c• DETAIL_ A 11. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS_ CORSTWICTIQK OF SANITARY SEWERS.
4 1" E3L1S- C3/•.Y FAGI►JGE WESC 12. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 24 HOURS 4. CROWNS OF CONNECTING LATERALS OR STUBS SHALL MATCH CROWNS OF DISTRICT'S TRUNK SEWER.
(SEE SHEET 4A) (5EE SHEET 3C iJ T TYPICAL S:= C_TlOi.1 t{,�2ap� dLVD.CSTi�..ZO�oOTYP -� PRIOR TO COMMENCEMENT OF WORK. TELEPHONE (714) 754 -5100. 5. CONNECTION TO DISTRICT'S MANHOLE WHERE STUB DOES NOT EXIST SHALL BE DONE BY CORE
lr- HA120,02 0-LVD_ STA.19+09TO 20 +48 K.TS• 13. PERMITS REQUIRED SHALL BE OBTAINED FROM THE STREET DEPARTMENT, CITY OF COSTA MESA, DRILLING, CHANNELIZING THE SHELVES AND EPDXYING THE EXPOSED SURFACES.
T. s. TCLAFFIC ItJDEXoO�.4 77 FAIR DRIVE. TELEPHONE (714) 754 -5307. 6. WORK NOT DONE IN THE PRESENCE OF THE DISTRICT'S INSPECTOR IS SUBJECT TO REJECTION.
APPROVeo (�ur/ccrro /«w HARBOR BOULEVARD 14. WORK PERFORMED WITHOUT DISTRICT'S SUPERVISION IS SUBJECT TO REJECTION.
_MAC ARTHUR BOULEVARD
--- -_ -_ --
Tt`2t1FFlC IIJDE.X= 9.ISTA. 12 +51.21 T.5 57'..18 +1 l.to3 C/ O 5A 7A A NOTE: THIS DESIGN IS BASED UPON ORANGE COUNTY DATUM ASSURE
BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BENCH MARKS UNDERGROUND STRUCTURES
BASED UPON THE CENTERLINE OF HABOR BOULEVARD BEING O.C.S. IF- 128 -69 1570 ELEV. 35.37 -- ABOUT 0.25 OF A MILE rIORTH ALONG HARBOR BLVL. • uHD[wGwou «o ununcs ow srwucruw[[ [rowTED [v r «[ OWNER ow OTHER'
tO I 1, FROM THE INTERSECTION OF SUNFLOWER Sr. TO THE VOLT RUBBER CO. BLDG.; 113 FT. EAST Contractor agrees that he shall as.��me sole and con, lete re. x)nsibi ➢it) for job AND THOSE SHOWN ON THE RFCORDS ERAMINED ARE INDICATED WITH THEIR APPEOEINAT[ R 'Q Tel ,,. »�, J •.�:/`.'>i' f[ t; �5["L'1SA'-- -
N 0 13 20 W PER P.M. 80/13 -15, RECORDS OF MESA CONSOLIDATED WATER DISTRICT V P } LOCATIUH AND XTENT THE OWNER BY ACCEPTING THERE MANE DR PROC[[DING WITH �+ - •,
ORANGE COUNTY, CALIFORNIA. OF THE CENTERLINE OF THE BLDG., 110 FT. SOUTH OF THE NORTH SIDE OF THE BUILDING, SET site condition, during the course of convuction of this Project, includine safer of all 1�'
1965 PLACENTIA AVE MG - 562 IN THE TOP OF THE N/W CORNER OF 7 1 F7 . W1 DE AND 4 f7' . HIGH CONCRETE RETAINING WALL, g ➢ MPwOV[M[NTS ►UMUAA THFwCTO AOR[[[ TO ARUM[ LIABILITY AND TO HOLD YMO[IF y q7' A - L, lA - N A'LI•'T♦ I •LPG
persons and 'rl CrtV; that this re uimnent shall a h continuousix and not he lim- [IDHED HARMLESS TOR ANY DAM ADC[ R[SULTIHG FROM THE [EISTENC[OF UNDeMOMOUNO
COSTA MESA CAL. 92627 4 FEET HIGHER THAN 114E GROUND. P I r P UTILITIES ow STRUCTURES NOT R[rowT[D To THE UND[MLNED: HOT INOICATaD ON THE • .`F.1- I L • • 6t
( ITS` Y OF COSTA MESA B.M. NO. 14E -E�EV. 30.�G A CHISELED A' IN THE CENTER, rted to norm,N ).orking hours; and that the Contractor shall defend. inol mnik and PUEL,D w[eoNw E[AN,N[E. LOCATED AT VARIANCE WITH THAT R[roWMO OR SHOWN 1� j
COSTA MESA SANITARY DISTRICT OF THE CURB RETURN AT THE N/E CORNER OF HARBOR BLVD. AND SUNFLOWER AVE. hold the O wr and the Engineer harinb.s from :m) and all liabilns. real or alleged, - OR RECORD[ EaANIN[D THE CONTRACTOR IS REWtw[D TO TAKE DU[ PESCAUTIONAW
( 714) 631-120 0 - M[ASUR[S TO PEOTECT THE UTILITIES OR STRUCTUOSS [MOWN AND ANY G7NER UTIUTISG r
1828 FULLERTON AVE. I COSTA MESA I CA. ! / CITY OF COSTA MESA B.M. NO. 165 ELEV. 3 .77 -- SET IN THE HALF DELTA OF THE SOUTH- � in connecu. n )cith the performance of I,ork on this Project, excepting for liability oR STRUCTURES FOUND AT THE SIT[ IT [HALL at THE CONTwACTOR•[ wERPONEUaITY n / ^
(714) 754 - 5100 / �yy %� r /7 t EAST CURB RETURN OF HARBOR BLVD. AND MAC ARTHUR BLVD. I arising from the sole negligence of the�)cner or the Engineer. NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING APPROVED:
��LE�'G�/ZDo DATE APPROVED BY E_ 1= - r .. "..� -. ..C: 10 CONVERT FROM ORANGE COUNTY DATUM TO CIT" OF COSTA MESA DATUM, ADD 0,10' TO THE J _. WORK
APPROVED BY _ JEFFREY REGINA 816-; ENG. -R. 6d3b ORANGE COUNTY DAT'1M ROBERT ..BEM +RCE. 1273$
DISTRICT ENGINEER -�'
REVISIONS CONTRACTOR R E F E R E N C E S DESIGNED BY: E6 } D1L 1 8o CHECKED BY: O M DATE CONSTRUCTION NOTES
NO. DATE DESCRIPTION APP. FIELD BOOK PAGE BENCH MARK NO. REFERENCE PLANS -- DRAWN BY: L.L. j2R' MF 12 60 CHECKED BY: O.M. 12'810 , - L,
ELEVATION NOTE TO CONTRACTOR, SEE S+f RECOMMENDED BY:
- - IND P TYPICAL S SECTIONS 3A
DESCRIPTION STANDARD DRAWING NO 5L, INDEX EX MA TREE. SE TIO 5 PLAN WORK STARTED: - - - -- -- A_�f5TfSt7T- �T��f�r!!ViF.�`. � I'. hfEJ:ABER/ -
WORK ACCEPTED: ' -- - --
- _t -- � - " - -- APPROVED BY: �r;
_ _ - -- to (CITY OF COSTA MESA
' INSPECTED BYI / " 3
-- -- - _ -- -- -- ___... - -- - � cM E WEER - { DEPA TMENT OF ENGINEERING SERVICES • •
- - r
DATE I ,
WEBB
i i + �) • 1
ry J