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S-91-2.1(=`._ . °mss• -�ltt k�,R�ll't;-''#�� - 1. ALL WORK AND MATERIALS WITHIN THE PUBLIC RIGHT -OF -WAY SHALL CONFORM TO THE CITY OF COSTA MESA STANDARDS,, THE CONDITIONS OF APPROVAL AS APPROVED ON MoY 16 , 19455, AND SHALL MEET THE APPROVAL OF THE CITY ENGINEER. 2. ALL WORK SHALL BE PERFORMED AND ALL MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF COSTA MESA STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), CURRENT EDITION. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS, BARRICADES, FIASHING ARROW BOARD AND ANY OTHER TRAFFIC CONTROL OR WARNING DEVICES, INCLUDING FLAGMEN, AS MAY BE REQUIRED BY THE CITY ENGINEER. ALL ITEMS MENTIONED SHALL BE IN CONFORMANCE WITH THE CURRENT REQUIREMENTS AS SPECIFIED IN THE LATEST EDITION OF THE "CONSTRUCTION SAFETY ORDERS ". AND W.A.T.C.H. FAILURE TO DO SO WILL BE CITED UNDER APPLICABLE SECTION OF THE C.V.C. AND CORRECTIVE COSTS TO THE CITY WILL BE CHARGED. 4. CONTRACTOR SHALL OBTAIN ENGINEERING DIVISION EXCAVATION AND ROUGH GRADE PERMITS PRIOR TO START OF ANY ON- OR OFF -SITE CONSTRUCTIONS AND /OR GRADING AND REQUEST INSPECTION FROM CITY ENGINEERING DIVISION 24 HOURS IN ADVANCE OF PERFORMING ANY WORK. TELEPHONE (714) 754 -5323. THE CONTRACTOR SHALL MAINTAIN A COPY OF PERMITS AND SIGNED PLANS ON THE JOB SITE. 5. PERMITS WILL BE REQUIRED FROM THE MESA CONSOLIDATED WATER DISTRICT, ORANGE COUNTY SANITATION DISTRICT, AND COSTA MESA SANITARY DISTRICT FOR CONSTRUCTION OF WATER AND SEWER IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY EACH 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 6. GEOLOGIC AND /OR SOILS REPORTS PREPARED BY PAC IF IC SO /LS ENGR. /NC. AND DATED d4Ljq /6,/988 HAVE BEEN REVIEWED AND APPROVED BY THE BUILDING OFFICIAL INCLUDING ALL SUPPLEMENTS, ADDENDA, AND AMENDMENTS THERETO ARE INCLUDED FOR REFERENCE. COPIES OF THESE REPORTS ARE ON FILE AT CI-rY OF G0571. "JE -SidN 6LlAL.0111-iL$ GtEPn¢rA� lF�/T• ALL RECOMMENDATIONS CONTAINED THEREIN MUST BE FOLLOWED. 7. ESTIMATED QUANTITY OF CUT 8,600 CY ESTIMATED QUANTITY OF FILL- 8.600 c (FOR PLAN CHECK AND PERMIT FEE PURPOSES ONLY, NOT FOR BID OR PAYMENT). 8. THE OW/VER SHALL PAY FOR THE INITIAL SOIL AND MATERIALS TESTS. ANY SUBSEQUENT SOIL AND MATERIAL TESTS DEEMED NECESSARY, DUE TO THE FAILURE OF THE INITIAL TESTS, AS DETERMINED BY THE CITY ENGINEER SHALL GE P AID Foe ev 7-HR- CONTRACTOR. 9. PAVEMENT AND --BASE THICKNESS AS SHOWN ARE BASED ON A PRELIMINARY "R" VALUE. DURING CONSTRUCTION A SOILS TEST SHALL BE MADE TO DETERMINE THE ACTUAL "R" VALUE AND THE THICKNESS WILL BE ADJUSTED ACCORDINGLY. TESTS SHALL BE MADE BY A LICENSED SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER. 11. LOCATE AND PROTECT ALL EXISTING UTILITIES IN PLACE. SUBMIT NOTIFICATION LETTER ALONG WITH PLANS TO SOUTHERN CALIFORNIA EDISON, PACIFIC BELL, AND SOUTHERN CALIFORNIA GAS COMPANY PRIOR TO APPROVAL OF PLANS. 12. ALL CONSTRUCTION STAKING SHALL BE DONE BY A LICENSED ENGINEER AND CERTIFIED IN WRITING AS TO LINE AND GRADE PER APPROVED PLAN AND SUBMITTED TO THE CITY ENGINEER. 13. NO WORX SHALL BE DONE ON ADJACENT PROPERTIES OR ADJACENT OWNERS IMPROVEMENTS WITHOUT OBTAINING WRITTEN PERMISSION FROM 'TAT flW ERS OT THE AD3AC£3ET PROPERTIES, AND SUBMITTING A COPY THEREOF TO CITY ENGINEERING DIVISION. 14. WORK, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND THE TRAVELING PUBLIC. 15. ALL STREET STATIONING REFERS TO THE CENTERLINE OF THE STREET AND CURB DATA REFERS TO THE FACE OF CURB - 16. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE 5.6 PERCENT BY DRY WEIGHT. 17. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO ANY SURFACE WORK IN THE PUBLIC RIGHT- OF-WAY. 18. WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED TO PROPERTY LINE PER CITY OF COSTA MESA STANDARD PLANS. LOCATION, TYPE AND WIDTH ARE TO BE APPROVED BY THE CITY TRANSPORTATION MANAGER. 19. CRVS,YEL MISCELLANEOUS BASE MAY BE USED IN LIEU OF CRUSHED AGGREGATE BASE W /TL/ //V PURL /C R/pA/T OF WAY. 20. ANY LOT CORNER OR OCEMA BM, MONUMENT, OR TIE DESTROYED SHALL BE RESTORED TO ITS ORIGINAL POSITION BY A LICENSED ENGINEER OR SURVEYOR. ANY CHANGE IN LOCATION OR ELEVATION SHALL BE REPORTED TO THE CITY ENGINEER AND OCEMA BY A LICENSED ENGINEER OR LAND SURVEYOR ON 8 1/2" X 11- PAPER (ONE SIDE ONLY) SHOWING LOCATION AND TIES OR LEVEL RUN. 21. ALL EXISTING DRAINAGE COURSES ON THE PROJECT MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS, AND APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING ITT% PROJECT. IN ALL CASES, THE CONTRACTOR AND /OR DEVELOPER SHALL �[(� BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTION OF NATURAL DRAINAGE PATTERNS. IF THE FOREGOING CANNOT BE COMPLIED WITH, A FULLY EXECUTED, NOTARIZED, AND RECORDED AGREEMENT BETWEEN THE AFFECTED PARTIES WILL BE EFFECTED. � 22. ALL HAUL ROUTES MUST BE APPROVED BY THE MANAGER OF WF11ATE -' TRANSPORTATION SERVICES. �o'+ 23.• THE-PROJECT SITE SHALL BE MAINTAINED IN A "WET -DOWN" CONDITION TO THE DEGREE NECESSARY TO PREVENT EXCESSIVE DUST. PERIODICALLY, SPILLAGE AND -DUST SHAW, BE REMOVED FROM THE PUBLIC RIGHT -OF -WAY BY SWEEPING OR SPRINKLING; HOWEVER, WATERING THAT RESULTS IN MUD ON PUBLIC STREETS IS NOT PERMITTED AS A SUBSTITUTE FOR OTHER CLEANING METHODS. 24. ALL UTILITY TRENCH BACKFILL, MATERIAL, AND COMPACTION SHALL CONFORM TO CCM STANDARD NO. 813. BORE UNDER EXISTING IMPROVEMENTS - TUNNELLING IS NOT ALLOWED. NO OPEN EXCAVATIONS WILL BE ALLOWED OVERNIGHT- BACKFILL OR PLATE. 25. ALL PCC AND AC TO BE JOINED SHALL BE SAWCUT IN A CLEAN, STRAIGHT LINE AS APPROVED BY THE CITY ENGINEER., PE¢ CM/•'I• Sro Ore. 26. ALL OBSTRUCTIONS, WITHIN THE PUBLIC SIDEWALK SUCH AS POWER POLES, STREET LIGHTS, FIRE HYDRANTS, UTILITY PEDESTALS, MAILBOXES, AND STREET SIGNS SHALL HAVE A MINIMUM OF 4' OF CLEAR SIDEWALK PLACED BEHIND THEM. 27. "AS- BUILT" DRAWINGS SHALL BE SUBMITTED TO THE CITY ENGINEERING DIVISION UPON COMPLETION OF IMPROVEMENTS AS SHOWN ON THE APPROVED PLANS. 6/G.l -. 28. ALL STORM DRAIN WORK AND MATERIALS SHALL CONFORM TO THE OCEMA, LACFCD, AND THE CITY OF COSTA MESA STANDARD PLANS AND MEET THE APPROVAL OF THE CITY ENGINEER. 29. ALL CATCH BASINS SHALL HAVE HORIZONTAL PROTECTION BARS PER LACFCD STANDARD DRAWING 2D 175, WITH LOCAL DEPRESSION PER CITY OFCOSTA MESA SMA/OARD DRAWIA0 /V11 3/5. �1 30. ALL STORM DRAIN MANHOLES SHALL BE LEFT BELOW SUBGRADE. THE CONTRACTOR SHALL RAISE THE MANHOLE FRAMES AND COVERS. TO FINISHED GRADE AND MAKE NECESSARY REPAIRS TO THE PAVEMENT. 31. A PERMIT WILL BE REQUIRED FROM ORANGE COUNTY ENVIRONMENTAL AGENCY FOR CONNECTION INTO THE EXISTING FLOOD CONTROL CHANNEL AND FOR ALL OTHER WORK WITHIN THEIR JURISDICTION. 32. ALL INSTALLATION AND WORK AFFECTING FLOOD CONTROL DISTRICT PROPERTIES- OR FACILITIES SHALL CONFORM WITH STANDARD SPECIFICATIONS AND WITH THE PROVISIONS OF THE CONSTRUCTION PERMIT GRANTED BY THE DISTRICT,. CONTRACTOR SHALL MAINTAIN A COPY OF SAID PERMIT AND STAMPED PLANS ON THE JOB SITE. USE OF DISTRICT PROPERTY AND CONFORMANCE WITH THE ABOVE SHALL BE SUBJECT INSPECTION AND APPROVAL BY THE DISTRICTS DULY ASSIGNED INSPECTOR. DISTRICT INSPECTOR SHALL BE NOTIFIED 24 HOURS PRIOR TO COMMENCEMENT OF ANY WORK IN ACCORDANCE WITH -PERMIT PROVISIONS. 5S. AGGREGATE BASE MATERIAL FOR ALL ON -SITE WORK SHALL MEET THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR CRUSHED MISCELLANEOUS BASE PER SECTION 200 MtIENENT WIDTH 011*141011 PER PEAK R•6. Y 6' //}OC6R-///�y� Z �•. �f'�•1di - - R!3 N• T. S. Rt!•E• I ItsfAt wliruD all e•c.r e -:�... It. 1. / 0.- 2'- 2K "_ AM a rt•_ (0 re f /1t f oFgr A% - W0D1FiED _CURB Al A.I. 77. 5. lo° ' • • U • 0 f 11M a .' . a u o ". • t� AA•CE � Al. AI. T. S. �ry cn.v., • ( ON -SITE - ACFGRR,94A7E a4SE . FITT�! 2.4. 7AQA^45- Fes/ to' /C.F. M OAF. 1 A "PRIM• E COAT" SHALL BE APPLIED TO THE SURFACE OF THE UNTREATED AGGREGATE BASE, AT A RATE OF 0.25 GAL. /YD2. THE PRIME COAT SHALL BE AN MC -70, SC -70, OR MC -250 LIQUID ASPHALT. 4APPHALT CdNCRETE FOR ALL ON -SITE PAVING SHALL MEET THE 'REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 1,CONSTRUCTION OF TYPE III- C2- AR4000 PER SECTION 400. !A "TACK COAT" (PAINT BINDER) SHALL BE APPLIED BETWEEN PAVEMENT LAYERS, ''CONCRETE SURFACES AND ON EXISTING PAVEMENT TO BE RESURFACED AT A RATE OF 0.10 GAL. /SY. T ::E TACK COAT SHALL BE-, TYPE $S1 ASPHALTIC EMULSION. - ------ CuaeFACC- RAMP PREPARED L* r THE UKCTLON W, BENCH MARKS 92 OF COSTA MESA B.M. NO. 145 ELEV 3D.*-- BEING A CHISELED •A' W THE CENTER OF THE - B RETURN AT THE NIB CORNER OF HARBOR BLVD. AND SUNFLOWER AVE- CITY OF COSTA MESA B.M. NO, 165 EIEV 35.77 -- SET IN THE HALF DELTA OF THE SOUTHEAST CUR e RETURN OF HARBOR BLVD. AND MACARTHUR BLVD. TO CONVERT FROM ORANGE COUNTY DATUM TO CITY OF COSTA MESA OM E. STEVENSON R CF. •22446 DATUM. ADD 0.70' TO THE ORANGE COUNTY DATUM. R£VLSIDNS DATE by DATE, 0 :PB- ez -Anchor Par Dwq T° ;. No 2 -0232 44 ml W Dws )No 2 -D232 •,�, i - - _ 3 Rod A �11s - - - -•, A L; iM �• w , I _ - \ 1 J P c.1T -3 ,Rod Dora Per pelt -: Red ,} ---------- -�1fifi= I_. TOP SLAB _STRUCTURAL PLAN haw and cwor PN .Oewa Fail plate W opet" fr"S',, ows w 2.006 u ;,Accra ; & Dwq w 2.0232 _ T / _' v1 LO ewlaa 1711-" halecNOa se, Fa .. --� - - 0.0 Ne. 2•DIM . 03 a 4 ewe. 4 ra4a At ,yaw 2. 0232- -- ,- _ -- •tR ~+ ; - t1 3-Rod. -Alternate C.9 No H-- �,,- -6 - - -- I Ste, Per D•q No a U.q No 2 -6221' I , ' 2 Dr6 and Note 5 `• II11,IlL s�� � t ' - Sore b wrtkl 1, awn ell Orec■ans _ I ' Saby,00e oredna -- • `. T- __- DETAIL- OF ( : - . _ . L_ -._ _ g , L. •••�`•• REVIf10Nf �_ SECTION AA =A jr v.v. r.•w /..e NE.4 BldGbM F /N /�L1 ON C61MC2E7E AO✓A/VCE i,44AUVIA14 Gem ✓6g : /2" w /G�, AA P" a �A50 r� 0AS f, y�K�.r• • -N.a /Q aarrP PGQ C /Ty 00 %osTA- MES4 STACL 4M/ 3EEeGELOW 6r M /A W,4 L/r /. 9' TViI/GAL syA400z. * 2' OVERHAAJC? FOR CARS :.F. PLAN 7' C UR48 RAMP 0 NOTES I CONNECTOR PIPE Local P" on ar •14••••, aamd the waft of 4 ban a sommm an on gwewal Plan, Pope she be rena,od b 4 I" a,eM wed tw41r bNare M PIK~ of cacreN _ 2 CONCRETE Dnye, 413.000 ►e, co"Weslwa srwVm a 20 don Floor of the balm Shelf rboe I'M as waft b 4 wael aft shall o, qww a sleel-no wiled wbce lard, Cwv a of aw is and wk waft at 4 Vdw, carry OWN a lor,rwd 4 w"d lvww lwime of an evosea cwc,e4 wall coNom m shoe. war. caw, and Iw" to Ne •.•seat'. a yeWsed, cwb and .,oA defected to am balm. 3 REKORCEMLNT 4 S 0-4 NO 20,711 ETap sia N. 3 w No 4 ems regwNa sawed a 4 S•rcluw PW Wdk wd Vim - As re•wad Be SIwdwd Drdew% No 2 -D 172 4 DINIENS11006 ewb face a c4NA bad Hm 4E"ef CF•H)"Nb166f" *1 Swdwa Gw.y Nn 2-008. 2-046. w a elwew We 4 Pwlwa Vw ' v• 3' -6 ", I.6 awMS,e•e b • 3• -2 -meta arw•r"a eras. 5 STEPS 1 Sr Dq No 2-096) v to 3 =nwl1 . Sim ww we 12 dwres Reed 4 INer of ON balm V over 3•-O• . PNU ~ at f2-e10h oft as bom 4 Lbw a 4 been rr, 4 NP +IaP a R dealer Iwwrr•dal brim to tw "lace a 4 b cab Supersedes drev&V of /Ae $ome nw Abff abed Amp 1950 LOS ANGELES COUNTY FLOOD CONTROL DISTRICT CATCH BASIN NO. I ©PLAN, SECTION, AND DETAILS HONE 15 -IS- TYP /GaL FOQ I 7-YP 1C•4Zr FOB¢ yy p 4VE/V[JE NAA260A 2 Cr4TE1,14Y/VO'Q77N I` EX 1ST 1N4 „ VARIES VI Pv/4 T. VAR /ES L.5 1.0-• M y M �,� //EAVY Mloaw FA LAW �1.vP 22 _ X VARIES a,* P. G.G . .,R•. , iv • 6" A.d. FcOw L /NE • • m*a 64A¢5; /C'/ O.G. "0 Ire_ : BACr/ I.LaY GONG. MIX. = 520 -2500 SECTIiOAJ A-A DRIVE APPROACH DETAILS IL W If r ME54 CONSOL /DAMP WATER DISTRICT MC - // 52 5-/17�'G APPROVED BY - PHASE r ONLY DATE �Q pR0 ` iSr N, �a L. s r/ 4"11 c z "" ?t4gb r?, -40 -As C /AIL te w>F _ COALS TRUC T/OAJ AJOTES € Q UA4.1 r1 T /ES N3 ITEM OUAAVT/TY U#1T / CONST c3 A.G. ONE/ A.B. x �PAPXiNG ONS/rE� 4.3,020 S.F. 2 COA-15 6 " P. G.C. CURB PER DETA IL HEREON 5,024- L.F- 3 COVST. 6 "P,C,C. CURB .4.(/D <jY/TTER /I ZX7,,4 /L NEREOAI/ /,690 L.F, 4 COAST IYOD• PC C. CUAG AND I (/TTEA4 &rR_ DETAIL 14CA.CO 4-0 L. F S CO.UST. P,C:C. ORA/L/A46- GUTT <!! PER DETA IL HERECW 4/92 L.E e- cCKJSr CATCH BAS /N A/° / PER A%crA /L AT LEFT / EA. 7 COAJST. LOCAL 04R,PESS /OA-1 PER C/7YST0. N -° 3/5 I EA B C klST• 114110 14CAO RAMP AE'R QETA/L 14ERLOA.1 4 EA. 9 CO.UST P•C_C• DRIVC APPR04C,41 PLR DETA /L HEREO, I „j EA. /O GOAIST• 4 "" C.C. P. SIDEWALK ■ /4,227 S. A. CO/US r_ aA. C• OA.1 � * ,0-B. :r (D/Q /V /N(j L A/IJES) -58,460 SF /2 GOAJST. H.Q,t/O /CAP RAMP P6e DETA /L H4Se.=0 1 / 64. l3 COV.Sr• LOCAL. G�Pn?Era'aklt/' (MOD) C/ rY S ro. 315 /4 GQV5T leoR.C•P (/500 -D,) 4- Lf, /S GQt/5T 24''/? GP. (1250 O0 7.9 L f /rp CON5T, 6 "P.V.C. CLEAN -OUT 3 EA, R.E/i'DvE aw-,5r Rz ov,57us oe Aswick Iame AUM I 6A. l8 ,QE/efDl/E EX /�T O/LtiEP✓,4Y Qo�QO�C'� 3 6A U9 PROTECT /A/ PLACE - 20 ADUUSTMANL/q!E e /N! jz' CjRAOE 5 EA. 21 CONS? MOO/F /E�O Oe,4 /A44 GE GUTTE¢ vE¢ GL�T4 /�- SHT. 3 SG A2EMOVECU26�GUTTE2 BY S4/GU-rT /NG. r10 /N e E7-"EE�/ A.G, PVM'T C7e/TT /F PVM "7-" /S ''% OCJ2 /n/ COA/ST•2uC rOA/ RF 10 VE d �2EG O/VS T2UGT 3'M /N• 17GY /. 7 T,yE C 4.lrrG: G./ /7-•'/.5 "A -G. //6 "Q M.B• GCN.5,- "X24 62124/" dOAn' �AllrAS4FF/C GluITE A0E,e 4Q50CIA7 40 Ca P,EG]O A-V 06-24-24 2 EA INS TALL 6"C.1, P /PE /OI L.,c 25 CQN,5T CONC/2ETE,/?4NPPEQGLT4 /L NERCDA/ 27 EA. APEM0'/E X/37- G(J2P •986 Z -F �7 Cov5r.- /OI4Aa<A/aY An04 //V N°. 2 FL=L2 C /7•Y 6 EA 0710. A/0. a/e 28 GbA15T �5ee,1 40 CGE- Q.c/OUrPEe C.M -SD 570. S- /07 3 EA Ocaysr-� "•0C.C. av a° 4.6. �r /+�QaoA�s /<,57s �f /B�O.0 Ed. 4,l4 q�Q c.5'T,QC.,CTUR4 Gr,S • COAA5T• C)47'CE•/ ASA%5 1A/ A/0 2 oAAZ L.a•C.FC.,o. / EA. 3TO NO 2-0/62 �i ca v\ST e v vc c> 4'�el JEA 2 LArE,Qd44- 27 I.F. 2ELOC4TEEX /dr• cST• L 16Wr l6 Y` O r/JEAK5) / EA. GOACIT6"RCC.SudLSLAC W a xB~- XA�rW.L,/F• �SLI4DSA/ALL ,DE 4",�E�/✓ FIN/S.1 -/EO ELEVAT/O/�` °-lie 05 $F. CO)YSr 3 0A•C. ON 7 "A.B (OR /V IN; LANES�so /7, 277 S.f. 33 ABANDOM °EX /S716 "V. C. P. LATERAL /N PLACE 36 1;0/VST. 3" p,Y.C•/ 5CHED. 40 OR APPVD EQUAL 86 L coNSr 4" P. v c.7 SCNED. 4o OR APPVD. EQUAL 22.E L.F. 8 CONS. 5 ✓•C., 5CHeo. 4O OR APPVD. EQUAL. 2¢o L.F. 39 CO/V5T. 6 "PV.G• SCHEO. 40 OR APPVD. SCV40L, 6�3 4F CONsT. e" P• VC. .9cY67Z2 40 OR APP ✓Q EQl1e9L 453 Lf. 41 COtZE DR /LL HOLE /N CURB. 4'i�1HX -01,41 W7eA7 5 EA. 42 INSTALL 3x9" at Pwtr f ADAPTOR PE'R ALmMBRA TORY. A470 L.F. 43 &STALL 3X/2 C. /. P /PE a WAPTOR PER A4AIAMSRA F4?Y, A470 53 L.F. L1¢ INSTALL 4x14 "CI.P /PE f ADARMA PER ALNAMBRA FDOY. A-470 30 LF. CONST. PAR,<WAY OIZA/N " i PER C17Y STD. 4 4 1VQ 4•/7 S = PER PL N OLe'A7L4,� //VTO EX /S7• CsaTGH B4S /N PE¢ 3 /.},C_F_CO. STO- NO. 2 -0224 T2ENC,' -/ 2E.A"70✓4L- g .¢AF- COij/ST2UGT /ON 4-7-1,416412 CC;M• STO. 843 6 "Ar-116'CM.& 360 S.F. /NST.4LL PUMP STAT /ON PER DETA /L ON SNTN -° 3 1A/57'4L.L.3 "x5 "C. /. P /PE ANO A4144"7-00- �,Q A•GENERAL /%9 .4/_A/AMBQd FOUNOQY A- 470. /4 LF. p LIMITED 0 CCOA/ST. TYPE°C0C. Wq., C -B, R&0- C/TYST0.3 /2 /71 LF AND APP OIN THE 51 REPLACE P.C.c.1ti!R�3avEMAFN75 PERC /Tr SrD, g// 866 s, F. AND rHo DUALS TENANTS LIGHTIN COMPLET IS NOT S� VICINITY MAP A/•T.S. LEGEND ;!C. • TOP OF CL1,2,5 FL. . • FL OW L//VE /NV " //VVL2ler0F P/pE ELEV G• G. G,QAOE 6,/24.4 /C F. G. 24bE F ` F /N /SL /EO IS[,/RFtaCE "5 4?L.OPE OF poffioE FF s F /A.11%5 •/E/U FLOOR / R : Awfa,4.1 loo/NT T G. w 7�/° OF QQATE RC•C a POQTLAND Oa*-C. CEMeAlr --- +�- OaOPO3E,0 CONTOUA2 - - - -- zSj1SDRA 1N P&R 81J11-D /NO PLANS C•)? = CU.4'B FACE 1110 PER CCM S'rD 416 i MAC A471HLIR ZVLO. 1 1 3570 NYLAAID AVENUE NT 4••I _ Q - IL 0 2 J ,eG5/O tD9 l X590 SCEN /S ISEO AVENMS 36 c Al/ . CE N/C d VE. 2 / Soo, 3 �- IR sHr.t!s SM7. 2 f 4• O Jaw PROTECTION OF EXISTING UTILITIES UTILITIES FOR THE PURPOSES OF THESE; SPECTFI- SHALL RE CONSIDERED AS INCLUDING BUT NO• - TO: PIPELINES, CONDTITTS, TRANSMISSION LINES, IIRTENANCFAS OF - PUBLIC UTILITIES" (AS DEFINED P17BLIC UTILITIES ACT OF TNF. STATE OF CALIFORNIA) SE OF PRIVATE INDUSTRY, BUSINESSES, OR INDIVI- SOLELY FOR THEIR OWN USE -OR FOR USE• OF THEIR ; AND STORM DRAINAGE, SANITARY SEVERS, STREET G, AND TRAFFIC STGNAL.SYSTEMS. THE ACCURACY OR ENESS OF THE UTILITIES INDIATED ON THE DRAWINGS GUARANTEED. SERVICE CONNECTIONS TO ADJACENT PROPERTY MAY OR MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LIE F /NAI- PAVEMENT' %TeCT /ON SAIALL Bf' DETERMINE THE EXACT LOCATION OF ALL UTILITIES AND DETERMINED BY BOILS VNG /NBER AFTER THEIR SERVICE CONNECTIONS. THE CONTRACTOR SHALL MAKF ROUaH GRAD /NG. HIS OWN INVESTIGATIONS AS TO THE LOCATION AND TYPE OF / BALL ONS/TE Y✓ALKS TO BE AN EXPOSED AGGREGATE EXISTING UTILITIES AND THEIR APPURTENANCES AND SERVICE F /N /SN SURFACE UNLESS OTHERW /3E NOTED. CONNECTIONS WHICH MAY E AFFECTED BY THE CONTRACT V7RK � AND SHALL NOTIFY THE ENGINEER AS TO ANY IITILI'1'Y LOCATED BY HIM WHICH "HAS BEEN INCORRECTLY SHOWN ^.R OMITTED FROM THE DRAWINGS. B_ RESPONSIBILITY OF THE CONTRACTOR: THE CONTRACTOR SHALL RE HELD RESPONSIBLE FOR ALL COSTS, FOR THE REPAIR OF ANY AND ALL DAMAGE TO THE CONTRACT WORK OR TO ANY UTILITY (WHETHER PREVIOUSLY KNOWN OR DISCLO ED CITY OF COSTA MESA DURING THE WORK), AS MAY BE CAUSED BY HIS OPERATIONS. UTILITIES NOT SHOWN ON THE DRAWINGS TO BE RELOCATED OR � , '� ` %�.`. /rrl U�/ ALTERED BY OTHERS, SHALL RE MAINTAINED IN PLACE BY THE l u 1 CONTRACTOR. AT THE COMPLETION OP H1?'CONTRACT 110RK, THE CONTRACTOR SHALL LEAVE ALL UTILITIES ANDAPPTIRTEN- LL ANCES IN A CONDITION .SATISFACTORY TO THE OWNERS AND FOR OF I I E PERMIT THE CITY. NOTE: VE.Q/FY 4L[ EX 157- ELE ✓AT /On/S c meoiZE ABEL.../ /NFP,eoVE�/FivT c/O /n/ EX /S T• /MP,20VEM4C✓V7'S. NOT /Ft' 6.t4o 1^1,E Q ocae ANY CHANGES NOTE 44.L- 0FP -$ 17-E 1MPe0c/EME•/117S PE a TN /S PE2M /7- NOTE: TH /S P ^,f A.VRAWV60 Fo.¢ PA/.dSE ONLY: /5606`/590 SEA/ /C 4VE. WE /NOEM 4BOVE COSTA MESA SANITARY DISTRICT IZ 2( 419 DIS T ENGINEER ATE DATE r_2-28-99 SCALE v O DESIGN 1 H.L. DRAVN 1 - H.4. r CHECKED t4 3 r V Q Q V W Il' v W Zr 7-YP 1C•4Zr FOB¢ yy p 4VE/V[JE NAA260A 2 Cr4TE1,14Y/VO'Q77N I` EX 1ST 1N4 „ VARIES VI Pv/4 T. VAR /ES L.5 1.0-• M y M �,� //EAVY Mloaw FA LAW �1.vP 22 _ X VARIES a,* P. G.G . .,R•. , iv • 6" A.d. FcOw L /NE • • m*a 64A¢5; /C'/ O.G. "0 Ire_ : BACr/ I.LaY GONG. MIX. = 520 -2500 SECTIiOAJ A-A DRIVE APPROACH DETAILS IL W If r ME54 CONSOL /DAMP WATER DISTRICT MC - // 52 5-/17�'G APPROVED BY - PHASE r ONLY DATE �Q pR0 ` iSr N, �a L. s r/ 4"11 c z "" ?t4gb r?, -40 -As C /AIL te w>F _ COALS TRUC T/OAJ AJOTES € Q UA4.1 r1 T /ES N3 ITEM OUAAVT/TY U#1T / CONST c3 A.G. ONE/ A.B. x �PAPXiNG ONS/rE� 4.3,020 S.F. 2 COA-15 6 " P. G.C. CURB PER DETA IL HEREON 5,024- L.F- 3 COVST. 6 "P,C,C. CURB .4.(/D <jY/TTER /I ZX7,,4 /L NEREOAI/ /,690 L.F, 4 COAST IYOD• PC C. CUAG AND I (/TTEA4 &rR_ DETAIL 14CA.CO 4-0 L. F S CO.UST. P,C:C. ORA/L/A46- GUTT <!! PER DETA IL HERECW 4/92 L.E e- cCKJSr CATCH BAS /N A/° / PER A%crA /L AT LEFT / EA. 7 COAJST. LOCAL 04R,PESS /OA-1 PER C/7YST0. N -° 3/5 I EA B C klST• 114110 14CAO RAMP AE'R QETA/L 14ERLOA.1 4 EA. 9 CO.UST P•C_C• DRIVC APPR04C,41 PLR DETA /L HEREO, I „j EA. /O GOAIST• 4 "" C.C. P. SIDEWALK ■ /4,227 S. A. CO/US r_ aA. C• OA.1 � * ,0-B. :r (D/Q /V /N(j L A/IJES) -58,460 SF /2 GOAJST. H.Q,t/O /CAP RAMP P6e DETA /L H4Se.=0 1 / 64. l3 COV.Sr• LOCAL. G�Pn?Era'aklt/' (MOD) C/ rY S ro. 315 /4 GQV5T leoR.C•P (/500 -D,) 4- Lf, /S GQt/5T 24''/? GP. (1250 O0 7.9 L f /rp CON5T, 6 "P.V.C. CLEAN -OUT 3 EA, R.E/i'DvE aw-,5r Rz ov,57us oe Aswick Iame AUM I 6A. l8 ,QE/efDl/E EX /�T O/LtiEP✓,4Y Qo�QO�C'� 3 6A U9 PROTECT /A/ PLACE - 20 ADUUSTMANL/q!E e /N! jz' CjRAOE 5 EA. 21 CONS? MOO/F /E�O Oe,4 /A44 GE GUTTE¢ vE¢ GL�T4 /�- SHT. 3 SG A2EMOVECU26�GUTTE2 BY S4/GU-rT /NG. r10 /N e E7-"EE�/ A.G, PVM'T C7e/TT /F PVM "7-" /S ''% OCJ2 /n/ COA/ST•2uC rOA/ RF 10 VE d �2EG O/VS T2UGT 3'M /N• 17GY /. 7 T,yE C 4.lrrG: G./ /7-•'/.5 "A -G. //6 "Q M.B• GCN.5,- "X24 62124/" dOAn' �AllrAS4FF/C GluITE A0E,e 4Q50CIA7 40 Ca P,EG]O A-V 06-24-24 2 EA INS TALL 6"C.1, P /PE /OI L.,c 25 CQN,5T CONC/2ETE,/?4NPPEQGLT4 /L NERCDA/ 27 EA. APEM0'/E X/37- G(J2P •986 Z -F �7 Cov5r.- /OI4Aa<A/aY An04 //V N°. 2 FL=L2 C /7•Y 6 EA 0710. A/0. a/e 28 GbA15T �5ee,1 40 CGE- Q.c/OUrPEe C.M -SD 570. S- /07 3 EA Ocaysr-� "•0C.C. av a° 4.6. �r /+�QaoA�s /<,57s �f /B�O.0 Ed. 4,l4 q�Q c.5'T,QC.,CTUR4 Gr,S • COAA5T• C)47'CE•/ ASA%5 1A/ A/0 2 oAAZ L.a•C.FC.,o. / EA. 3TO NO 2-0/62 �i ca v\ST e v vc c> 4'�el JEA 2 LArE,Qd44- 27 I.F. 2ELOC4TEEX /dr• cST• L 16Wr l6 Y` O r/JEAK5) / EA. GOACIT6"RCC.SudLSLAC W a xB~- XA�rW.L,/F• �SLI4DSA/ALL ,DE 4",�E�/✓ FIN/S.1 -/EO ELEVAT/O/�` °-lie 05 $F. CO)YSr 3 0A•C. ON 7 "A.B (OR /V IN; LANES�so /7, 277 S.f. 33 ABANDOM °EX /S716 "V. C. P. LATERAL /N PLACE 36 1;0/VST. 3" p,Y.C•/ 5CHED. 40 OR APPVD EQUAL 86 L coNSr 4" P. v c.7 SCNED. 4o OR APPVD. EQUAL 22.E L.F. 8 CONS. 5 ✓•C., 5CHeo. 4O OR APPVD. EQUAL. 2¢o L.F. 39 CO/V5T. 6 "PV.G• SCHEO. 40 OR APPVD. SCV40L, 6�3 4F CONsT. e" P• VC. .9cY67Z2 40 OR APP ✓Q EQl1e9L 453 Lf. 41 COtZE DR /LL HOLE /N CURB. 4'i�1HX -01,41 W7eA7 5 EA. 42 INSTALL 3x9" at Pwtr f ADAPTOR PE'R ALmMBRA TORY. A470 L.F. 43 &STALL 3X/2 C. /. P /PE a WAPTOR PER A4AIAMSRA F4?Y, A470 53 L.F. L1¢ INSTALL 4x14 "CI.P /PE f ADARMA PER ALNAMBRA FDOY. A-470 30 LF. CONST. PAR,<WAY OIZA/N " i PER C17Y STD. 4 4 1VQ 4•/7 S = PER PL N OLe'A7L4,� //VTO EX /S7• CsaTGH B4S /N PE¢ 3 /.},C_F_CO. STO- NO. 2 -0224 T2ENC,' -/ 2E.A"70✓4L- g .¢AF- COij/ST2UGT /ON 4-7-1,416412 CC;M• STO. 843 6 "Ar-116'CM.& 360 S.F. /NST.4LL PUMP STAT /ON PER DETA /L ON SNTN -° 3 1A/57'4L.L.3 "x5 "C. /. P /PE ANO A4144"7-00- �,Q A•GENERAL /%9 .4/_A/AMBQd FOUNOQY A- 470. /4 LF. p LIMITED 0 CCOA/ST. TYPE°C0C. Wq., C -B, R&0- C/TYST0.3 /2 /71 LF AND APP OIN THE 51 REPLACE P.C.c.1ti!R�3avEMAFN75 PERC /Tr SrD, g// 866 s, F. AND rHo DUALS TENANTS LIGHTIN COMPLET IS NOT S� VICINITY MAP A/•T.S. LEGEND ;!C. • TOP OF CL1,2,5 FL. . • FL OW L//VE /NV " //VVL2ler0F P/pE ELEV G• G. G,QAOE 6,/24.4 /C F. G. 24bE F ` F /N /SL /EO IS[,/RFtaCE "5 4?L.OPE OF poffioE FF s F /A.11%5 •/E/U FLOOR / R : Awfa,4.1 loo/NT T G. w 7�/° OF QQATE RC•C a POQTLAND Oa*-C. CEMeAlr --- +�- OaOPO3E,0 CONTOUA2 - - - -- zSj1SDRA 1N P&R 81J11-D /NO PLANS C•)? = CU.4'B FACE 1110 PER CCM S'rD 416 i MAC A471HLIR ZVLO. 1 1 3570 NYLAAID AVENUE NT 4••I _ Q - IL 0 2 J ,eG5/O tD9 l X590 SCEN /S ISEO AVENMS 36 c Al/ . CE N/C d VE. 2 / Soo, 3 �- IR sHr.t!s SM7. 2 f 4• O Jaw PROTECTION OF EXISTING UTILITIES UTILITIES FOR THE PURPOSES OF THESE; SPECTFI- SHALL RE CONSIDERED AS INCLUDING BUT NO• - TO: PIPELINES, CONDTITTS, TRANSMISSION LINES, IIRTENANCFAS OF - PUBLIC UTILITIES" (AS DEFINED P17BLIC UTILITIES ACT OF TNF. STATE OF CALIFORNIA) SE OF PRIVATE INDUSTRY, BUSINESSES, OR INDIVI- SOLELY FOR THEIR OWN USE -OR FOR USE• OF THEIR ; AND STORM DRAINAGE, SANITARY SEVERS, STREET G, AND TRAFFIC STGNAL.SYSTEMS. THE ACCURACY OR ENESS OF THE UTILITIES INDIATED ON THE DRAWINGS GUARANTEED. SERVICE CONNECTIONS TO ADJACENT PROPERTY MAY OR MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LIE F /NAI- PAVEMENT' %TeCT /ON SAIALL Bf' DETERMINE THE EXACT LOCATION OF ALL UTILITIES AND DETERMINED BY BOILS VNG /NBER AFTER THEIR SERVICE CONNECTIONS. THE CONTRACTOR SHALL MAKF ROUaH GRAD /NG. HIS OWN INVESTIGATIONS AS TO THE LOCATION AND TYPE OF / BALL ONS/TE Y✓ALKS TO BE AN EXPOSED AGGREGATE EXISTING UTILITIES AND THEIR APPURTENANCES AND SERVICE F /N /SN SURFACE UNLESS OTHERW /3E NOTED. CONNECTIONS WHICH MAY E AFFECTED BY THE CONTRACT V7RK � AND SHALL NOTIFY THE ENGINEER AS TO ANY IITILI'1'Y LOCATED BY HIM WHICH "HAS BEEN INCORRECTLY SHOWN ^.R OMITTED FROM THE DRAWINGS. B_ RESPONSIBILITY OF THE CONTRACTOR: THE CONTRACTOR SHALL RE HELD RESPONSIBLE FOR ALL COSTS, FOR THE REPAIR OF ANY AND ALL DAMAGE TO THE CONTRACT WORK OR TO ANY UTILITY (WHETHER PREVIOUSLY KNOWN OR DISCLO ED CITY OF COSTA MESA DURING THE WORK), AS MAY BE CAUSED BY HIS OPERATIONS. UTILITIES NOT SHOWN ON THE DRAWINGS TO BE RELOCATED OR � , '� ` %�.`. /rrl U�/ ALTERED BY OTHERS, SHALL RE MAINTAINED IN PLACE BY THE l u 1 CONTRACTOR. AT THE COMPLETION OP H1?'CONTRACT 110RK, THE CONTRACTOR SHALL LEAVE ALL UTILITIES ANDAPPTIRTEN- LL ANCES IN A CONDITION .SATISFACTORY TO THE OWNERS AND FOR OF I I E PERMIT THE CITY. NOTE: VE.Q/FY 4L[ EX 157- ELE ✓AT /On/S c meoiZE ABEL.../ /NFP,eoVE�/FivT c/O /n/ EX /S T• /MP,20VEM4C✓V7'S. NOT /Ft' 6.t4o 1^1,E Q ocae ANY CHANGES NOTE 44.L- 0FP -$ 17-E 1MPe0c/EME•/117S PE a TN /S PE2M /7- NOTE: TH /S P ^,f A.VRAWV60 Fo.¢ PA/.dSE ONLY: /5606`/590 SEA/ /C 4VE. WE /NOEM 4BOVE COSTA MESA SANITARY DISTRICT IZ 2( 419 DIS T ENGINEER ATE DATE r_2-28-99 SCALE 'AS SiOWNj DESIGN 1 H.L. DRAVN 1 - H.4. r CHECKED R. S. J S� VICINITY MAP A/•T.S. LEGEND ;!C. • TOP OF CL1,2,5 FL. . • FL OW L//VE /NV " //VVL2ler0F P/pE ELEV G• G. G,QAOE 6,/24.4 /C F. G. 24bE F ` F /N /SL /EO IS[,/RFtaCE "5 4?L.OPE OF poffioE FF s F /A.11%5 •/E/U FLOOR / R : Awfa,4.1 loo/NT T G. w 7�/° OF QQATE RC•C a POQTLAND Oa*-C. CEMeAlr --- +�- OaOPO3E,0 CONTOUA2 - - - -- zSj1SDRA 1N P&R 81J11-D /NO PLANS C•)? = CU.4'B FACE 1110 PER CCM S'rD 416 i MAC A471HLIR ZVLO. 1 1 3570 NYLAAID AVENUE NT 4••I _ Q - IL 0 2 J ,eG5/O tD9 l X590 SCEN /S ISEO AVENMS 36 c Al/ . CE N/C d VE. 2 / Soo, 3 �- IR sHr.t!s SM7. 2 f 4• O Jaw PROTECTION OF EXISTING UTILITIES UTILITIES FOR THE PURPOSES OF THESE; SPECTFI- SHALL RE CONSIDERED AS INCLUDING BUT NO• - TO: PIPELINES, CONDTITTS, TRANSMISSION LINES, IIRTENANCFAS OF - PUBLIC UTILITIES" (AS DEFINED P17BLIC UTILITIES ACT OF TNF. STATE OF CALIFORNIA) SE OF PRIVATE INDUSTRY, BUSINESSES, OR INDIVI- SOLELY FOR THEIR OWN USE -OR FOR USE• OF THEIR ; AND STORM DRAINAGE, SANITARY SEVERS, STREET G, AND TRAFFIC STGNAL.SYSTEMS. THE ACCURACY OR ENESS OF THE UTILITIES INDIATED ON THE DRAWINGS GUARANTEED. SERVICE CONNECTIONS TO ADJACENT PROPERTY MAY OR MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LIE F /NAI- PAVEMENT' %TeCT /ON SAIALL Bf' DETERMINE THE EXACT LOCATION OF ALL UTILITIES AND DETERMINED BY BOILS VNG /NBER AFTER THEIR SERVICE CONNECTIONS. THE CONTRACTOR SHALL MAKF ROUaH GRAD /NG. HIS OWN INVESTIGATIONS AS TO THE LOCATION AND TYPE OF / BALL ONS/TE Y✓ALKS TO BE AN EXPOSED AGGREGATE EXISTING UTILITIES AND THEIR APPURTENANCES AND SERVICE F /N /SN SURFACE UNLESS OTHERW /3E NOTED. CONNECTIONS WHICH MAY E AFFECTED BY THE CONTRACT V7RK � AND SHALL NOTIFY THE ENGINEER AS TO ANY IITILI'1'Y LOCATED BY HIM WHICH "HAS BEEN INCORRECTLY SHOWN ^.R OMITTED FROM THE DRAWINGS. B_ RESPONSIBILITY OF THE CONTRACTOR: THE CONTRACTOR SHALL RE HELD RESPONSIBLE FOR ALL COSTS, FOR THE REPAIR OF ANY AND ALL DAMAGE TO THE CONTRACT WORK OR TO ANY UTILITY (WHETHER PREVIOUSLY KNOWN OR DISCLO ED CITY OF COSTA MESA DURING THE WORK), AS MAY BE CAUSED BY HIS OPERATIONS. UTILITIES NOT SHOWN ON THE DRAWINGS TO BE RELOCATED OR � , '� ` %�.`. /rrl U�/ ALTERED BY OTHERS, SHALL RE MAINTAINED IN PLACE BY THE l u 1 CONTRACTOR. AT THE COMPLETION OP H1?'CONTRACT 110RK, THE CONTRACTOR SHALL LEAVE ALL UTILITIES ANDAPPTIRTEN- LL ANCES IN A CONDITION .SATISFACTORY TO THE OWNERS AND FOR OF I I E PERMIT THE CITY. NOTE: VE.Q/FY 4L[ EX 157- ELE ✓AT /On/S c meoiZE ABEL.../ /NFP,eoVE�/FivT c/O /n/ EX /S T• /MP,20VEM4C✓V7'S. NOT /Ft' 6.t4o 1^1,E Q ocae ANY CHANGES NOTE 44.L- 0FP -$ 17-E 1MPe0c/EME•/117S PE a TN /S PE2M /7- NOTE: TH /S P ^,f A.VRAWV60 Fo.¢ PA/.dSE ONLY: /5606`/590 SEA/ /C 4VE. WE /NOEM 4BOVE COSTA MESA SANITARY DISTRICT IZ 2( 419 DIS T ENGINEER ATE DATE r_2-28-99 SCALE 'AS SiOWNj DESIGN 1 H.L. DRAVN 1 - H.4. r CHECKED R. S. J 2 / Soo, 3 �- IR sHr.t!s SM7. 2 f 4• O Jaw PROTECTION OF EXISTING UTILITIES UTILITIES FOR THE PURPOSES OF THESE; SPECTFI- SHALL RE CONSIDERED AS INCLUDING BUT NO• - TO: PIPELINES, CONDTITTS, TRANSMISSION LINES, IIRTENANCFAS OF - PUBLIC UTILITIES" (AS DEFINED P17BLIC UTILITIES ACT OF TNF. STATE OF CALIFORNIA) SE OF PRIVATE INDUSTRY, BUSINESSES, OR INDIVI- SOLELY FOR THEIR OWN USE -OR FOR USE• OF THEIR ; AND STORM DRAINAGE, SANITARY SEVERS, STREET G, AND TRAFFIC STGNAL.SYSTEMS. THE ACCURACY OR ENESS OF THE UTILITIES INDIATED ON THE DRAWINGS GUARANTEED. SERVICE CONNECTIONS TO ADJACENT PROPERTY MAY OR MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LIE F /NAI- PAVEMENT' %TeCT /ON SAIALL Bf' DETERMINE THE EXACT LOCATION OF ALL UTILITIES AND DETERMINED BY BOILS VNG /NBER AFTER THEIR SERVICE CONNECTIONS. THE CONTRACTOR SHALL MAKF ROUaH GRAD /NG. HIS OWN INVESTIGATIONS AS TO THE LOCATION AND TYPE OF / BALL ONS/TE Y✓ALKS TO BE AN EXPOSED AGGREGATE EXISTING UTILITIES AND THEIR APPURTENANCES AND SERVICE F /N /SN SURFACE UNLESS OTHERW /3E NOTED. CONNECTIONS WHICH MAY E AFFECTED BY THE CONTRACT V7RK � AND SHALL NOTIFY THE ENGINEER AS TO ANY IITILI'1'Y LOCATED BY HIM WHICH "HAS BEEN INCORRECTLY SHOWN ^.R OMITTED FROM THE DRAWINGS. B_ RESPONSIBILITY OF THE CONTRACTOR: THE CONTRACTOR SHALL RE HELD RESPONSIBLE FOR ALL COSTS, FOR THE REPAIR OF ANY AND ALL DAMAGE TO THE CONTRACT WORK OR TO ANY UTILITY (WHETHER PREVIOUSLY KNOWN OR DISCLO ED CITY OF COSTA MESA DURING THE WORK), AS MAY BE CAUSED BY HIS OPERATIONS. UTILITIES NOT SHOWN ON THE DRAWINGS TO BE RELOCATED OR � , '� ` %�.`. /rrl U�/ ALTERED BY OTHERS, SHALL RE MAINTAINED IN PLACE BY THE l u 1 CONTRACTOR. AT THE COMPLETION OP H1?'CONTRACT 110RK, THE CONTRACTOR SHALL LEAVE ALL UTILITIES ANDAPPTIRTEN- LL ANCES IN A CONDITION .SATISFACTORY TO THE OWNERS AND FOR OF I I E PERMIT THE CITY. NOTE: VE.Q/FY 4L[ EX 157- ELE ✓AT /On/S c meoiZE ABEL.../ /NFP,eoVE�/FivT c/O /n/ EX /S T• /MP,20VEM4C✓V7'S. NOT /Ft' 6.t4o 1^1,E Q ocae ANY CHANGES NOTE 44.L- 0FP -$ 17-E 1MPe0c/EME•/117S PE a TN /S PE2M /7- NOTE: TH /S P ^,f A.VRAWV60 Fo.¢ PA/.dSE ONLY: /5606`/590 SEA/ /C 4VE. WE /NOEM 4BOVE COSTA MESA SANITARY DISTRICT IZ 2( 419 DIS T ENGINEER ATE DATE r_2-28-99 SCALE 'AS SiOWNj DESIGN 1 H.L. DRAVN 1 - H.4. r CHECKED R. S. J NOTE: VE.Q/FY 4L[ EX 157- ELE ✓AT /On/S c meoiZE ABEL.../ /NFP,eoVE�/FivT c/O /n/ EX /S T• /MP,20VEM4C✓V7'S. NOT /Ft' 6.t4o 1^1,E Q ocae ANY CHANGES NOTE 44.L- 0FP -$ 17-E 1MPe0c/EME•/117S PE a TN /S PE2M /7- NOTE: TH /S P ^,f A.VRAWV60 Fo.¢ PA/.dSE ONLY: /5606`/590 SEA/ /C 4VE. WE /NOEM 4BOVE COSTA MESA SANITARY DISTRICT IZ 2( 419 DIS T ENGINEER ATE DATE r_2-28-99 SCALE 'AS SiOWNj DESIGN 1 H.L. DRAVN 1 - H.4. r CHECKED R. S. J -_ Tew>rervwrfFeEMT le•!n - _ a.,. :.�, - -. rte;- - .: ,m.+,�... �z^c�`. �. • �:,, ..: ;,.U.. �. �a�v - - .... _... ,.. _. _. A/07-,E: ALL UT/L /T/FsS u/voisoe IRAVE161- 7- Ae_e COn/OU /T O'VLY ENC4SE0 //V / S4CAC SLU.P.2Y M /?C UP TO t45 FROM SUB riA�of CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND (.` OMPLETE RESPONSIBILITY FOP JOB SITE CONDITIONS DURING, THE COgRSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING, SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS I•'ROM ANY AND ALL LIABILITY, REAL OR ALLEnED, IN CONNEC- TION WITH THE PERFORMANCE. OF WORK ON THIS PROJECT, EXCEPTTt7G FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE. OF THE OWNER Qr, THE ENGINEER; UNAUTHORIZED CHANGES AND USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE AESPON- SIBLF, FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR YfES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARF.R OF THESE PLANS. / ADDRESSES: 1580 4`1590 SCEN1c AVE. PREPARED FOR: C.J. SEGERSTROM & SONS 3315 FAIRVIEW ROAD COSTA MESA, CALIF. 92626 (714)546 -0110 C, G-05rA MESA 7� 2CoA7 APPROVED F K WITHIN HYLAND AVE SCE E. HARBOR GAiiWAYN MAe ARTi7AVeQSLKO... 1 .J01 • SHEET OF 6 R T In m 0 m 0 z L' Z