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S-80-10.1Q N W z w Z z d w w f a 0 a z O w J LL - � i_ z 0A % v f C� 00 cr vim. ti 20 /O � L cc z n1 m• 1w / 1 - � 'A aG + x IQ 21'ru ✓, '- �`C \ EprP /N E/ �0 s 7- ci �+. ? fc! q0 0 � �• ate\ 99 S �� i V. sEE ��rviG :v '/oaf ��rrE.P ,coNSir/�ry o,�� \ �p 913. 0 5 G40UAID COVER PoCXET ( /1) � C T � •!, 1' ZS /37. 96 ZO' 9.33.1 58.34 ` 24 �150 '4 4 I N B9 4/'56 "E F1ASOr1/.PY wt'LL PER GRND /NG N � 19 .jSSGS' - by c r3 I�;` 4 95 48 4 01; NB9 °4 /'S� "E C•O /80.00' .S °QTO% M /N.) 1 .t7v2D .JA7D.Ld .F.mQL3 F.f/0018 .s O.Z \ ..Y 0.2C 16 ia. .p - '� (Q i• �,J1/ 20� / O ft - TYP. TJ 9 q k5V1N0 s � ri > C 2 9 r f t 3 �^ ' , 1 CyA/YJTEiP s �7A80H'PY iY/4GG r0' .. /o '$� 4 `� �90�� -- Ff - 5°0L37. - s 1V89.41'56'E - (A•mw - 0 264 pd' i 3 1�V, q9 fb - aVty1►9 UUII 2 N 1 EX 6 NA'ERQ 2 f V j,/ /O �z¢' /G' � /i%4G Yi4 /..� �i°iP //�i4 �" 3'TiPEET> •� -I`ll /a �� 1 ' GENERAL J- - � 2 EA.o Arcowaoo 1� a / o�Ys ooh g 2G' 9.5' S¢• i \'� E / 4 ,^A, �/�� '� Fr rye.P UV /% E,ri /,S' \.5' /O' HE4/JEiP Fo �9YE�/EiV >TO i°.PUI� //JE S�/UUTiS/ .YESy �� S/OTE ��' / \ I �c �- -� �/O //✓ rU T;S�E c9 4T /�Si�4Cr /O�!/ 2 e i'O.P A.O/J /T /O,VAL /7 /iY/ENsS /OrV�S 4 r �S EE i9.PC/f /Ti°CT!✓RE /°L.'iYcS. � v b h �� L�vcrvlEf "J�n�E/�, or�rvE�s • `� ' ---- -- - - ---� e V �' W � � � /3 • __ -- 2O , I ,PY�fos�Ffo S oF.�- �1 / - _ . /APO %uc�f /res E,r r /lll°lf i'E�Je_1v72' oif SFT I - - - -- so , !-- � -- --T -- s'G'9•P -44'E ��y,� -- ,� I - � DErar� a" -,--j / 13 ZB COG• I /� /�6y /71 "el// G.UTTER TRAAJ3fTPON Ga._ -- $r __._ COL. / - -=.._ / % - /N• /� BLCCK :Vf1LL mid <.0 / CT /O.f/ /.� :D /Z ' fP - MASOA,ARY CL'Z� -- q , �aYro y' EiY j AC /x:4/1 �1' c• 6 PLC. SECT /Ort� C -C °/fs� °'' "'-4 � ,4 CONSTRUCTION NOTES b EcST //y /ATEG2l/At/%��r /Eci /7y� /may i / /l�ry ®-- COSTT. O¢O ivG/ T' �cSEAGCOATO /�E�P/(/.�T /I�EcSO/G. 19,852 S.F. pI /G A�s'ECT /rO.(/ CONST. 6" P.C.C. CURB TYPE 'b" PER O.C. EMA STD. PLAN 201 197 L.F. / 3 nD AOM /1O/ //v /4`G . O3 - COSST. 48" WIDE P.C.C. DRAINAGE GUTTER PER DETAIL HEREON 540 L.F. Q - S'ECT /UN /Q %O 4 CONTT. 6" P.C.C. CURB ONLY TYPE 8-1 PER O.C. STD. PLAN 201 AND DETAIL THIS SHEET 283 L.F. i2 " "GQOt/ND GO ✓E4POCXET G °SEweC „ „ y �iYE' NOTICE 5Q- CONTT. REDWOOD HEADER 2 x 320 L.F. Pl? /V.gTE DRIVE t 66 - CONST. 10' WIDE P.L.L. SIDEWALK PER O.C. EMA STD. PLAN 205 1,300 S.F. 77 -- OVERLAY ANY DAMAGED PAVEMENT ON MONROVIA TO COMPLETE SATIS- PRIOR TO STARTING ANY WORK ON T FACTION OF COUNTY INSPECTOR 80 S.F. G UTILITY COMPANIES TO ASCERTAIN CONNECT 1NTO EX1ST. u" V.C.P. SEWER %fj X„�� `-!?�?LE ! E.A. Md/ A, WATER: MESA CONSOLIDATED WA. O9 --- COSST. 6" V.C.P. SANITARY SEWER 800 L.F. B. SEWER: COSTA MESA SANITARY SEWE,2 ENCASEMENT 10 CONTT. 4" Y.C.P. SANITARY SEWER LATERALS /80 L.F. _- C. GAS: SO. CALIF. GAS CO. (71 li CONTT. SEWER CLEANOUT 5 EA. ✓AR /ES -SEE a-IAN D�c D. ELECTRICITY: S0. CALIF. EDI a2 - REKgvjE &Vn REPLACE AMY EXISTING C L G ON MONROVIA TO THE COM- .. 1 E. TELEPHONE: PACIFIC TELEPHONE PLETE SATISFACTION OF FIELD INSPECTOR L.S. 48 �M'y✓✓0 /'VT gq��3PV y o �vEeyzb' CONST. SEVER ENCASEMENT PER DETAIL HEREON 20 L.F. / 24" NN \� 14 INSTALL STOP SIGN I EA. Z4" Z4" , , " 5 IAIS'ri4LL .STPEET S/.Q/NLC �/4,yPER O.C• Ei1'�f- cS'/�.P No 407 / EA. /L�ATTEP /BvTTE2 G FC.C. cLiPe oviv c ,Niq lJ%M /V -AG - �f'EGCi�`3TPIIIT OrP //�E/Y.aY�EiP OC <S1/J. PG Ot/ i/O 2/O� /f/ 7T0/ X 3; Y•2 %8" 380 SF. - (s W/0-C I 24'" w oC.c aanrc 32 lg CONS Z 49'1014 sm w"14W C /fAY o C E M A 5 iD FLAW NO SDI. �/g- -- SIIWLUT. PEHOI>` i ` OF - -N TE2 �A F ° ;REPYoee EXir R,COL'Wry APPeoACW 7-0 CanriErE rof - /,t/STALL it "q,85 D.ZArN O /i2� � 2;: MkV SLr -ioE COPE DRIB L 4 � 'D/.0 NODE Cv C!/RB FAfF _ 36 L F /i - 24 SMOOTH T.PCWEL B -/Y /OE YO. I OESGA? /PTiUN .1//Y Aof' vE0 oAT __ aQ a �,�� I ADC` -_D `�. KcET- LIG"T 2f- -- @, RELOCATED 6- V C.P 2' N'LY ALONG HALYARD 119060 4 OiA ABS FiowzwiA/s /.v, 4AW^1Aa'/ze, _� QC TA L ',B 4 RELOCATED 6 -WATER 26'N'LY AL0146 HALYARD 2EV /SED 26 "Wi 1 LAND ra 5G_WiDE 7 G -•• -- - U iPE%� /cSE.O Ll2ViYr i(/OTE �(/O. / 1. e4v NO . DE SCR /GTJO.V AGPKdVCO DA7E SG ":Vl�n' I -54AVD BE.VCll/yL4.P.Y Ive s /j ;lc v Tf?.�4CT /f/O. /Ocy O9 "x-0 O.G c5: AL!/�39..O /cS'.t' /.V iY.pGt'� /t!E Lilif /GT,S! EiyJO�I/�PO{/ /.4 _ Q - /MIfL1GSMENT FLAWS TR. 7G3.2 6 4%e!44CE Ca lCJMaCD3 D.Q/2�7z9) v 7/ - 45P V_ NOTE :` 1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS (STANDARD SPECIFICATIONS FOR .PUBLIC WORKS CO STANDARD PLANS OF THE ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY, DEVELOPMENT, AND THE CURRENT CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN PEI OF WORK UPON HIGHWAY;, EACH OF THE MOST RECENT DATE ADOPTED BY THE BOARD OF SUPERVISORS. ��1 2. PRIOR TO THE INSTALLATION OF STREET IMPROVEMENTS, UTILITIES, OR OTHER IMPROVEMENTS NOT SHOWN ON COU 1, PROVED PLANS, THE DEVELOPER SHALL OBTAIN A PERMIT FROM THE ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY. '` T 3. THE DEVELOPER SHALL TELEPHONE THE ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY AT LEAST 24 HOURS PRIOR TO 4 STARTING CONSTRUCTION AT PHONE NO. (714) 834 -3488. 4. ALL UNDERGROUND UTILITIES SMALL BE INSTALLED PRIOR TO SURFACING OF STREETS, THE INSTALLATION OF ALL UNDER- GROUND FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERWISE APPROVED "1 10. '10 BY THE ASSISTANT DIRECTOR, EMA DEVELOPMENT. `S� v 5. MAILBOXES SHALL BE INSTALLED IN LOCATIONS APPROVED BY THE LOCAL POSTMASTER AND PER EMA STANDARD PLANS. ' fS' 6. CORRESPONDING STATE OF CALIFORNIA TEST METHODS MAY BE SUBSTITUTED FOR DESIGNATED ASTM TEST METHODS. /» N 7. LABORATORY MAXIMUM DENSITY TESTS SHALL BE PER METHOD 2 OF SECTION 211 -2.1. THE CORRECTION FOR OVERSIZE MATER- (./ G ACP A/OTER IAL AS STATED IN TEST METHOD NO. CALIFORNIA 216 SHALL BE REPLACED'WITH NOTE 2 OF ASTM D1557• I F� 8. STRUCTURAL SECTION AND SUBGRADE COMPACTION REQUIREMENTS TO BE 'DETERMINED BY THE ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY'S MATERIALS ENGINEER. O 9. IF DRIVEWAY DEPRESSIONS ARE MADE IN ANY CURB, DRIVEWAY APPROACHES ARE THEN CONSIDERED TO BE PART OF THE IM- 4' b PROVEMENT PLAN AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY o c��MFE 10. STANDARD PLAN NO. 209. ALL LOT CORNERS SHALL BE SET IN ACCORDANCE WITH THE RECORDED TRACT MAP. 11. MONUMENTS ARE TO BE SET PER THE REQUIREMENTS OF THE OFFICE OF THE COUNTY SURVEYOR AND SUBDIVISION CODE AND LAND SURVEYORS ACT. 12. TREES SHALL NOT BE PLANTED IN ORANGE COUNTY RIGHT OF WAY UNLESS A PERMIT HAS BEEN OBTAINED FROM THE ORANGE :�7 'v V COUNTY ENVIRONMENTAL MANAGEMENT AGENCY, OR ARE PLANTED IN ACCORDANCE WITH A LANDSCAPE PLAN APPROVED BY THE ASSISTANT DIRECTOR, DEVELOPMENT /REGULATION. SEE STANDARD PLAN NO. 117 FOR LOCATION RESTRICTIONS AT INTERSECT - F ?IOLf �I IONS. 13. ADVERTISING SIGNS WILL NOT BE PERMITTED WITHIN STREET RIGHT OF WAY PER ORANGE COUNTY CODIFIED ORDINANCE 6-1 -69. 14. JOINS BETWEEN NEW PAVEMENT AND EXISTING PAVEMENT SHALL BE MADE BY SAW CUTTING EXISTING PAVEMENT TO EFFECT A %J \ NEAT JOIN OR BY FEATHERING NEW ASPHALT CONCRETE OVER EXISTING, ALL AS DIRECTED BY THE ENGINEER. /1' I 15. ENGINEER SHALL MEAN THE ASSISTANT DIRECTOR, EMA DEVELOPMENT OF ORANGE COUNTY, OR HIS AUTHORIZED AGENT ACTING b. WITHIN THE SCOPE OF HIS AUTHORITY, kH0 SHALL ACT AS THE REPRfSENTATIVE OF THE COUNTY DURING THE TERM OF THE CONTRACT. 16. DEVELOPER SHALL MEAN THE SUBDIVISION DEVELOPER, PERMITTEE, OR SHALL MEAN CONTRACTOR IN THE CASE OF A PUBLIC j as EX. lOiYJASOt/P %/Y4LL WORKS CONTRACT WITH THE COUNTY OF ORANGE. 17. DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF COUNTY'S INSPECTOR. THE ADJACENT STREETS SMALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND ° �LgNTER OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON ADJACENT, STREETS AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET CLEANING SHALL BE BY DRY SWEEPING OF ALL PAVED AREAS. 18. ALL CONCRETE SIDEWALKS OR CURBS SHALL BE SAW -CUT TO THE NEARFST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL N JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE ORANGE COUNTY STANDARD STREET AND HIGHWAY PLANS AND STANDARD SPECIFICATIONS 19. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPI.,- AND STENCILING WITHIN THE PERIMETER OF 'O �N N�RAI 51J THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE fob Frec p ASSISTANT DIRECTOR, EMA /DEVELOPMENT. 1 � /l 6c � SEWER NOTES: FOR CONSTRUCTION WITHIN MONROVIA AVENUE STREET R/W ONLY 1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARD OF THE COSTA MESA SANITARY DISTRICT. o' e, �% 2. MANHOLES SHALL BE PRECAST CONCRETE AS MANUFACTURED BY ASSOCIATED CONCRETE PRODUCTS, INC. OR APPROVED EQUAL.. O 3. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270, OR APPROVED EQUAL. ii1GA~ �s 1 LE6Et//J 4. ALL SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW FINISH GRADE 5. THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO F!NISH GRADE AFTER THE STREET SURFACING IS ox/elxv d_E Ev COMPLETED. a4k"F•4CF 6. CLAY PIPE JOINTS SHALL BE BAND SEAL TYPE OR MECHANICAL COMPRESSION JOINTS. MECHANICAL COMPRESSION JOINTS SMALL', ' 3K/ ------- /"C.lral ip x BE "WEDGE-LOCK ", "SPEED-SEAL MAINLINE ", OR APPROVED EQUAL. 7. IN NO CASE WILL JOINTING MATERIAL USING NEAT PORTLAND CEMENT, MORTAR OR GROUT BE PERMITTED. 6F .,S ------- l,�pt•o6Ef /�/ /`sSs�EO 8. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 24 HOURS PRIOR TO COMMENCEMENT Of`I �"UPf•JC6' WORK. TELEPHONE (714) 754-510C. PERMITS REQUIRED SMALL BE OBTAINED FROM THE STREET DEPARTMENT, CITY OF COSTA MESA, 77 FAIR DRIVE, TELEPHONE: (714) 754 -5307. 10. WORK PERFORMED WITHOUT DISTRICT'S SUPERVISION IS SUBJECT TO REJECTION. 44 ` y SPECIAL PROVISIONS FOR OPEN CUTS MONROVIA AVE. 1. SAW CUTTING OF THE A.C. SHALL BE MADE TO THE SATISFACTION OF THE FIELD INSPECTOR. ' ctwvTr �` Of11'G 2. TWO SACK CEMENT SLURRY BACKFILL SHALL BE USED IN OPEN CUTS TO WITHIN 4 INCHES OF FINISH SURFACE FOR STREET 0 P CROSSINGS, POT HOLES, ETC., AND LONGITUDINAL TRENCHES NOT TO EXCEED 25 FEET. THE SLURRY BACKFILL SHALL BE BE PLACED WITHIN 24 HOURS AFTER THE TRENCH IS OPENED. 3. TRAFFIC CONTROL SHALL BE HANDLED TO THE SATISFACTION OF THE FIELD INSPECTOR AND AT LEAST ONE LANE TO BE , D \ OPEN EACH DIRECTION AND MAINTAINED AT ALL TIMES. 4. PATCHING OF THE TRENCH SHALL BE OF HIGH QUALITY AND TO THE TOTAL SATISFACTION OF THE FIELD INSPECTOR. 5. A.L. PATCH PERMANENT MATERIAL SHALL BE INSTALLED TO FINISH GRADE AND TO THE SATISFACTION OF THE f1ELO IN- SPECTOR NOT LATER THAN TWO WORKING DAYS AFTER THE SLURRY BACKFILL HAS BEEN PLACED. 4. *ee4lcv've'e "L ILWr/,fy{, ,BE o.VT;; Ee- ,C45 siTE" /SEFO,PE r's'E'7iP,:5'L'.�i f/lv' f3Ey /it/�3. �y/-L-nv4 lV'Drf f•Y0/H 7C/ CUf/rf �C,9o�P (� E Y /C /.V ?Y �JIAP C rPACTO P.QGPEE �5 riv oT yE . S'.y�4L� .o s,9oirfE c5'CL1_ E A�vO CO/1/i°L FTE QESf� f/s /,S /G //'r fO,p 5" P 5 s /TE Co�U /Uir /o�G %3 Of /u.ellll rHE' E Of- 4O041aZe4le,T /UV s�OFB7"J' Off" .QG G ,, °E�PS'O.t/.S ,�J.S/.0 PiPOl�E�PT'y TiI�Ar T/,' /cS iPc`�Ui�'E'�llc`�(i7- <%iYi4L L �/9°�Y T /.(/UDl�(.YGy�fGV,O .t/UT i5'E' L //19 /TE/, TO .VO,Piy/•4G /1�[1..PN /�V�j• if'OU,PcS ift,.C/.O J/f! aT TiSxE' . .9�f/�•iGL /�E�ES/Oi /t/OL�/C/ /�J At/U -S OC/J 1hE OlYtYE�P, 7�ivc� Et/G /i!/E•�' AiC/U �"YE OY•- 4.f/�'E.S/A.P�y/CE�9s f•PUitf,q,{irN.f//.J AGL G /A�3 /G /T>',�PE�G O�P'AGGE.�E,D TO CONTRACTORS TiS%C ?EPfO.Pdf,�,(/CE UF/Y,5?,ex- aw "00"r 6 /i0cs%f, /r% A TyE cS'OGL`" yF �'L /G'C- ".(/Cc�' O.� Tif�E- D!1//,f/EPr rNE Eil/l/ /if✓E"EiP, UiP �'E' c'O!/UTr Gl.�' O�' HE PROJECT, THE CONTRACTOR SHALL CALL THE THE LOCATION OF ANY EXISTING FACILITY, 7ER DISTRICT (714) 63' -1200 DISTRICT (714) 754 -5307 343'/�y Of /3E4P /f/�c5 4) 634 -3106 i9EiOiP/c/ 1j�5 .4PEf3A.9E00�7rC/ECEf/TEPG /NO OFcYIli°EP /Of'ip!%`C/UEf�E /if/� f/st0 °ODD SON CO. (714) 835-3833 >P�4C/ CQ'J. /U297 PL CUP/�E/� /yf3UO.t ffl0 iA�EcS' SAit//> / Uf ,�1 /JcEGG gf/EO!/c4/ (714) 635 -0035 Of OPAV�iE COG (/Tl, CAL /� "" COUrt/TY OF O/Q.gN6E .4PP�PDVED FOR F /RE P.QO E.iYl.,4. DEYELOf'/j1E�� G%i1Ar. jam'{ 5� p�� %PE W-4KDEn/ p APPR� VED COST�4�11E�5'A �S.OH /TA.P>',O /' s. % R C. E. 'BSS 6 L7RTE �P�°rP0!'EO /YITf/ /.t/i110.ULPOY /.4ArE R�- C0 "P. PC. C, THIS PLAN SIGNED BY E.M.A. /DEVELOPMENT FOR ; 9y CL'//Pfg 0,C/LY CONCEPT AND ADHERENCE TO COUNTY STANDARDS �a AND REQUIREMENTS ONLY. E.M.A. /DEVELOPMENT IS CG//P�i./c /ry /G OR ACOCURASPONSIBLE FOR DESIGN, ASSUMPTIONS, TIP / O.L. I GL41'E (•f� / /�` G� C� / 1 V� /.J / Gam/ V �/ /720 E �j,4,PiPy �pYE. sU /TE Z2o y NOt/ ZB /°nom rSANTA .4N�4 CA 9Z705�7/¢J 937 - .,wAr01iEM6A/> -r-z ov.s Acow AsavA?ewl-O w*w l�PaaCi- tSfi.�%FA?L15T /,�foC. } - _ �'�'ir-'- acs -r c: r = -r:- . - - -- ' S =Q 0077 4i N 9, f qq tK Alf q /i SEE SRADrNG iC -1NFae ' Gie/LAr P" Ca✓T/NUAT /C.✓ k0 A 4 y IV 92 cp /' 34. 5 G40UAID COVER PoCXET ( /1) � C T � •!, 1' ZS /37. 96 ZO' 9.33.1 58.34 ` 24 �150 '4 4 I N B9 4/'56 "E F1ASOr1/.PY wt'LL PER GRND /NG N � 19 .jSSGS' - by c r3 I�;` 4 95 48 4 01; NB9 °4 /'S� "E C•O /80.00' .S °QTO% M /N.) 1 .t7v2D .JA7D.Ld .F.mQL3 F.f/0018 .s O.Z \ ..Y 0.2C 16 ia. .p - '� (Q i• �,J1/ 20� / O ft - TYP. TJ 9 q k5V1N0 s � ri > C 2 9 r f t 3 �^ ' , 1 CyA/YJTEiP s �7A80H'PY iY/4GG r0' .. /o '$� 4 `� �90�� -- Ff - 5°0L37. - s 1V89.41'56'E - (A•mw - 0 264 pd' i 3 1�V, q9 fb - aVty1►9 UUII 2 N 1 EX 6 NA'ERQ 2 f V j,/ /O �z¢' /G' � /i%4G Yi4 /..� �i°iP //�i4 �" 3'TiPEET> •� -I`ll /a �� 1 ' GENERAL J- - � 2 EA.o Arcowaoo 1� a / o�Ys ooh g 2G' 9.5' S¢• i \'� E / 4 ,^A, �/�� '� Fr rye.P UV /% E,ri /,S' \.5' /O' HE4/JEiP Fo �9YE�/EiV >TO i°.PUI� //JE S�/UUTiS/ .YESy �� S/OTE ��' / \ I �c �- -� �/O //✓ rU T;S�E c9 4T /�Si�4Cr /O�!/ 2 e i'O.P A.O/J /T /O,VAL /7 /iY/ENsS /OrV�S 4 r �S EE i9.PC/f /Ti°CT!✓RE /°L.'iYcS. � v b h �� L�vcrvlEf "J�n�E/�, or�rvE�s • `� ' ---- -- - - ---� e V �' W � � � /3 • __ -- 2O , I ,PY�fos�Ffo S oF.�- �1 / - _ . /APO %uc�f /res E,r r /lll°lf i'E�Je_1v72' oif SFT I - - - -- so , !-- � -- --T -- s'G'9•P -44'E ��y,� -- ,� I - � DErar� a" -,--j / 13 ZB COG• I /� /�6y /71 "el// G.UTTER TRAAJ3fTPON Ga._ -- $r __._ COL. / - -=.._ / % - /N• /� BLCCK :Vf1LL mid <.0 / CT /O.f/ /.� :D /Z ' fP - MASOA,ARY CL'Z� -- q , �aYro y' EiY j AC /x:4/1 �1' c• 6 PLC. SECT /Ort� C -C °/fs� °'' "'-4 � ,4 CONSTRUCTION NOTES b EcST //y /ATEG2l/At/%��r /Eci /7y� /may i / /l�ry ®-- COSTT. O¢O ivG/ T' �cSEAGCOATO /�E�P/(/.�T /I�EcSO/G. 19,852 S.F. pI /G A�s'ECT /rO.(/ CONST. 6" P.C.C. CURB TYPE 'b" PER O.C. EMA STD. PLAN 201 197 L.F. / 3 nD AOM /1O/ //v /4`G . O3 - COSST. 48" WIDE P.C.C. DRAINAGE GUTTER PER DETAIL HEREON 540 L.F. Q - S'ECT /UN /Q %O 4 CONTT. 6" P.C.C. CURB ONLY TYPE 8-1 PER O.C. STD. PLAN 201 AND DETAIL THIS SHEET 283 L.F. i2 " "GQOt/ND GO ✓E4POCXET G °SEweC „ „ y �iYE' NOTICE 5Q- CONTT. REDWOOD HEADER 2 x 320 L.F. Pl? /V.gTE DRIVE t 66 - CONST. 10' WIDE P.L.L. SIDEWALK PER O.C. EMA STD. PLAN 205 1,300 S.F. 77 -- OVERLAY ANY DAMAGED PAVEMENT ON MONROVIA TO COMPLETE SATIS- PRIOR TO STARTING ANY WORK ON T FACTION OF COUNTY INSPECTOR 80 S.F. G UTILITY COMPANIES TO ASCERTAIN CONNECT 1NTO EX1ST. u" V.C.P. SEWER %fj X„�� `-!?�?LE ! E.A. Md/ A, WATER: MESA CONSOLIDATED WA. O9 --- COSST. 6" V.C.P. SANITARY SEWER 800 L.F. B. SEWER: COSTA MESA SANITARY SEWE,2 ENCASEMENT 10 CONTT. 4" Y.C.P. SANITARY SEWER LATERALS /80 L.F. _- C. GAS: SO. CALIF. GAS CO. (71 li CONTT. SEWER CLEANOUT 5 EA. ✓AR /ES -SEE a-IAN D�c D. ELECTRICITY: S0. CALIF. EDI a2 - REKgvjE &Vn REPLACE AMY EXISTING C L G ON MONROVIA TO THE COM- .. 1 E. TELEPHONE: PACIFIC TELEPHONE PLETE SATISFACTION OF FIELD INSPECTOR L.S. 48 �M'y✓✓0 /'VT gq��3PV y o �vEeyzb' CONST. SEVER ENCASEMENT PER DETAIL HEREON 20 L.F. / 24" NN \� 14 INSTALL STOP SIGN I EA. Z4" Z4" , , " 5 IAIS'ri4LL .STPEET S/.Q/NLC �/4,yPER O.C• Ei1'�f- cS'/�.P No 407 / EA. /L�ATTEP /BvTTE2 G FC.C. cLiPe oviv c ,Niq lJ%M /V -AG - �f'EGCi�`3TPIIIT OrP //�E/Y.aY�EiP OC <S1/J. PG Ot/ i/O 2/O� /f/ 7T0/ X 3; Y•2 %8" 380 SF. - (s W/0-C I 24'" w oC.c aanrc 32 lg CONS Z 49'1014 sm w"14W C /fAY o C E M A 5 iD FLAW NO SDI. �/g- -- SIIWLUT. PEHOI>` i ` OF - -N TE2 �A F ° ;REPYoee EXir R,COL'Wry APPeoACW 7-0 CanriErE rof - /,t/STALL it "q,85 D.ZArN O /i2� � 2;: MkV SLr -ioE COPE DRIB L 4 � 'D/.0 NODE Cv C!/RB FAfF _ 36 L F /i - 24 SMOOTH T.PCWEL B -/Y /OE YO. I OESGA? /PTiUN .1//Y Aof' vE0 oAT __ aQ a �,�� I ADC` -_D `�. KcET- LIG"T 2f- -- @, RELOCATED 6- V C.P 2' N'LY ALONG HALYARD 119060 4 OiA ABS FiowzwiA/s /.v, 4AW^1Aa'/ze, _� QC TA L ',B 4 RELOCATED 6 -WATER 26'N'LY AL0146 HALYARD 2EV /SED 26 "Wi 1 LAND ra 5G_WiDE 7 G -•• -- - U iPE%� /cSE.O Ll2ViYr i(/OTE �(/O. / 1. e4v NO . DE SCR /GTJO.V AGPKdVCO DA7E SG ":Vl�n' I -54AVD BE.VCll/yL4.P.Y Ive s /j ;lc v Tf?.�4CT /f/O. /Ocy O9 "x-0 O.G c5: AL!/�39..O /cS'.t' /.V iY.pGt'� /t!E Lilif /GT,S! EiyJO�I/�PO{/ /.4 _ Q - /MIfL1GSMENT FLAWS TR. 7G3.2 6 4%e!44CE Ca lCJMaCD3 D.Q/2�7z9) v 7/ - 45P V_ NOTE :` 1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS (STANDARD SPECIFICATIONS FOR .PUBLIC WORKS CO STANDARD PLANS OF THE ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY, DEVELOPMENT, AND THE CURRENT CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN PEI OF WORK UPON HIGHWAY;, EACH OF THE MOST RECENT DATE ADOPTED BY THE BOARD OF SUPERVISORS. ��1 2. PRIOR TO THE INSTALLATION OF STREET IMPROVEMENTS, UTILITIES, OR OTHER IMPROVEMENTS NOT SHOWN ON COU 1, PROVED PLANS, THE DEVELOPER SHALL OBTAIN A PERMIT FROM THE ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY. '` T 3. THE DEVELOPER SHALL TELEPHONE THE ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY AT LEAST 24 HOURS PRIOR TO 4 STARTING CONSTRUCTION AT PHONE NO. (714) 834 -3488. 4. ALL UNDERGROUND UTILITIES SMALL BE INSTALLED PRIOR TO SURFACING OF STREETS, THE INSTALLATION OF ALL UNDER- GROUND FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERWISE APPROVED "1 10. '10 BY THE ASSISTANT DIRECTOR, EMA DEVELOPMENT. `S� v 5. MAILBOXES SHALL BE INSTALLED IN LOCATIONS APPROVED BY THE LOCAL POSTMASTER AND PER EMA STANDARD PLANS. ' fS' 6. CORRESPONDING STATE OF CALIFORNIA TEST METHODS MAY BE SUBSTITUTED FOR DESIGNATED ASTM TEST METHODS. /» N 7. LABORATORY MAXIMUM DENSITY TESTS SHALL BE PER METHOD 2 OF SECTION 211 -2.1. THE CORRECTION FOR OVERSIZE MATER- (./ G ACP A/OTER IAL AS STATED IN TEST METHOD NO. CALIFORNIA 216 SHALL BE REPLACED'WITH NOTE 2 OF ASTM D1557• I F� 8. STRUCTURAL SECTION AND SUBGRADE COMPACTION REQUIREMENTS TO BE 'DETERMINED BY THE ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY'S MATERIALS ENGINEER. O 9. IF DRIVEWAY DEPRESSIONS ARE MADE IN ANY CURB, DRIVEWAY APPROACHES ARE THEN CONSIDERED TO BE PART OF THE IM- 4' b PROVEMENT PLAN AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY o c��MFE 10. STANDARD PLAN NO. 209. ALL LOT CORNERS SHALL BE SET IN ACCORDANCE WITH THE RECORDED TRACT MAP. 11. MONUMENTS ARE TO BE SET PER THE REQUIREMENTS OF THE OFFICE OF THE COUNTY SURVEYOR AND SUBDIVISION CODE AND LAND SURVEYORS ACT. 12. TREES SHALL NOT BE PLANTED IN ORANGE COUNTY RIGHT OF WAY UNLESS A PERMIT HAS BEEN OBTAINED FROM THE ORANGE :�7 'v V COUNTY ENVIRONMENTAL MANAGEMENT AGENCY, OR ARE PLANTED IN ACCORDANCE WITH A LANDSCAPE PLAN APPROVED BY THE ASSISTANT DIRECTOR, DEVELOPMENT /REGULATION. SEE STANDARD PLAN NO. 117 FOR LOCATION RESTRICTIONS AT INTERSECT - F ?IOLf �I IONS. 13. ADVERTISING SIGNS WILL NOT BE PERMITTED WITHIN STREET RIGHT OF WAY PER ORANGE COUNTY CODIFIED ORDINANCE 6-1 -69. 14. JOINS BETWEEN NEW PAVEMENT AND EXISTING PAVEMENT SHALL BE MADE BY SAW CUTTING EXISTING PAVEMENT TO EFFECT A %J \ NEAT JOIN OR BY FEATHERING NEW ASPHALT CONCRETE OVER EXISTING, ALL AS DIRECTED BY THE ENGINEER. /1' I 15. ENGINEER SHALL MEAN THE ASSISTANT DIRECTOR, EMA DEVELOPMENT OF ORANGE COUNTY, OR HIS AUTHORIZED AGENT ACTING b. WITHIN THE SCOPE OF HIS AUTHORITY, kH0 SHALL ACT AS THE REPRfSENTATIVE OF THE COUNTY DURING THE TERM OF THE CONTRACT. 16. DEVELOPER SHALL MEAN THE SUBDIVISION DEVELOPER, PERMITTEE, OR SHALL MEAN CONTRACTOR IN THE CASE OF A PUBLIC j as EX. lOiYJASOt/P %/Y4LL WORKS CONTRACT WITH THE COUNTY OF ORANGE. 17. DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF COUNTY'S INSPECTOR. THE ADJACENT STREETS SMALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND ° �LgNTER OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON ADJACENT, STREETS AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET CLEANING SHALL BE BY DRY SWEEPING OF ALL PAVED AREAS. 18. ALL CONCRETE SIDEWALKS OR CURBS SHALL BE SAW -CUT TO THE NEARFST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL N JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE ORANGE COUNTY STANDARD STREET AND HIGHWAY PLANS AND STANDARD SPECIFICATIONS 19. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPI.,- AND STENCILING WITHIN THE PERIMETER OF 'O �N N�RAI 51J THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE fob Frec p ASSISTANT DIRECTOR, EMA /DEVELOPMENT. 1 � /l 6c � SEWER NOTES: FOR CONSTRUCTION WITHIN MONROVIA AVENUE STREET R/W ONLY 1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARD OF THE COSTA MESA SANITARY DISTRICT. o' e, �% 2. MANHOLES SHALL BE PRECAST CONCRETE AS MANUFACTURED BY ASSOCIATED CONCRETE PRODUCTS, INC. OR APPROVED EQUAL.. O 3. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270, OR APPROVED EQUAL. ii1GA~ �s 1 LE6Et//J 4. ALL SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW FINISH GRADE 5. THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO F!NISH GRADE AFTER THE STREET SURFACING IS ox/elxv d_E Ev COMPLETED. a4k"F•4CF 6. CLAY PIPE JOINTS SHALL BE BAND SEAL TYPE OR MECHANICAL COMPRESSION JOINTS. MECHANICAL COMPRESSION JOINTS SMALL', ' 3K/ ------- /"C.lral ip x BE "WEDGE-LOCK ", "SPEED-SEAL MAINLINE ", OR APPROVED EQUAL. 7. IN NO CASE WILL JOINTING MATERIAL USING NEAT PORTLAND CEMENT, MORTAR OR GROUT BE PERMITTED. 6F .,S ------- l,�pt•o6Ef /�/ /`sSs�EO 8. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 24 HOURS PRIOR TO COMMENCEMENT Of`I �"UPf•JC6' WORK. TELEPHONE (714) 754-510C. PERMITS REQUIRED SMALL BE OBTAINED FROM THE STREET DEPARTMENT, CITY OF COSTA MESA, 77 FAIR DRIVE, TELEPHONE: (714) 754 -5307. 10. WORK PERFORMED WITHOUT DISTRICT'S SUPERVISION IS SUBJECT TO REJECTION. 44 ` y SPECIAL PROVISIONS FOR OPEN CUTS MONROVIA AVE. 1. SAW CUTTING OF THE A.C. SHALL BE MADE TO THE SATISFACTION OF THE FIELD INSPECTOR. ' ctwvTr �` Of11'G 2. TWO SACK CEMENT SLURRY BACKFILL SHALL BE USED IN OPEN CUTS TO WITHIN 4 INCHES OF FINISH SURFACE FOR STREET 0 P CROSSINGS, POT HOLES, ETC., AND LONGITUDINAL TRENCHES NOT TO EXCEED 25 FEET. THE SLURRY BACKFILL SHALL BE BE PLACED WITHIN 24 HOURS AFTER THE TRENCH IS OPENED. 3. TRAFFIC CONTROL SHALL BE HANDLED TO THE SATISFACTION OF THE FIELD INSPECTOR AND AT LEAST ONE LANE TO BE , D \ OPEN EACH DIRECTION AND MAINTAINED AT ALL TIMES. 4. PATCHING OF THE TRENCH SHALL BE OF HIGH QUALITY AND TO THE TOTAL SATISFACTION OF THE FIELD INSPECTOR. 5. A.L. PATCH PERMANENT MATERIAL SHALL BE INSTALLED TO FINISH GRADE AND TO THE SATISFACTION OF THE f1ELO IN- SPECTOR NOT LATER THAN TWO WORKING DAYS AFTER THE SLURRY BACKFILL HAS BEEN PLACED. 4. *ee4lcv've'e "L ILWr/,fy{, ,BE o.VT;; Ee- ,C45 siTE" /SEFO,PE r's'E'7iP,:5'L'.�i f/lv' f3Ey /it/�3. �y/-L-nv4 lV'Drf f•Y0/H 7C/ CUf/rf �C,9o�P (� E Y /C /.V ?Y �JIAP C rPACTO P.QGPEE �5 riv oT yE . S'.y�4L� .o s,9oirfE c5'CL1_ E A�vO CO/1/i°L FTE QESf� f/s /,S /G //'r fO,p 5" P 5 s /TE Co�U /Uir /o�G %3 Of /u.ellll rHE' E Of- 4O041aZe4le,T /UV s�OFB7"J' Off" .QG G ,, °E�PS'O.t/.S ,�J.S/.0 PiPOl�E�PT'y TiI�Ar T/,' /cS iPc`�Ui�'E'�llc`�(i7- <%iYi4L L �/9°�Y T /.(/UDl�(.YGy�fGV,O .t/UT i5'E' L //19 /TE/, TO .VO,Piy/•4G /1�[1..PN /�V�j• if'OU,PcS ift,.C/.O J/f! aT TiSxE' . .9�f/�•iGL /�E�ES/Oi /t/OL�/C/ /�J At/U -S OC/J 1hE OlYtYE�P, 7�ivc� Et/G /i!/E•�' AiC/U �"YE OY•- 4.f/�'E.S/A.P�y/CE�9s f•PUitf,q,{irN.f//.J AGL G /A�3 /G /T>',�PE�G O�P'AGGE.�E,D TO CONTRACTORS TiS%C ?EPfO.Pdf,�,(/CE UF/Y,5?,ex- aw "00"r 6 /i0cs%f, /r% A TyE cS'OGL`" yF �'L /G'C- ".(/Cc�' O.� Tif�E- D!1//,f/EPr rNE Eil/l/ /if✓E"EiP, UiP �'E' c'O!/UTr Gl.�' O�' HE PROJECT, THE CONTRACTOR SHALL CALL THE THE LOCATION OF ANY EXISTING FACILITY, 7ER DISTRICT (714) 63' -1200 DISTRICT (714) 754 -5307 343'/�y Of /3E4P /f/�c5 4) 634 -3106 i9EiOiP/c/ 1j�5 .4PEf3A.9E00�7rC/ECEf/TEPG /NO OFcYIli°EP /Of'ip!%`C/UEf�E /if/� f/st0 °ODD SON CO. (714) 835-3833 >P�4C/ CQ'J. /U297 PL CUP/�E/� /yf3UO.t ffl0 iA�EcS' SAit//> / Uf ,�1 /JcEGG gf/EO!/c4/ (714) 635 -0035 Of OPAV�iE COG (/Tl, CAL /� "" COUrt/TY OF O/Q.gN6E .4PP�PDVED FOR F /RE P.QO E.iYl.,4. DEYELOf'/j1E�� G%i1Ar. jam'{ 5� p�� %PE W-4KDEn/ p APPR� VED COST�4�11E�5'A �S.OH /TA.P>',O /' s. % R C. E. 'BSS 6 L7RTE �P�°rP0!'EO /YITf/ /.t/i110.ULPOY /.4ArE R�- C0 "P. PC. C, THIS PLAN SIGNED BY E.M.A. /DEVELOPMENT FOR ; 9y CL'//Pfg 0,C/LY CONCEPT AND ADHERENCE TO COUNTY STANDARDS �a AND REQUIREMENTS ONLY. E.M.A. /DEVELOPMENT IS CG//P�i./c /ry /G OR ACOCURASPONSIBLE FOR DESIGN, ASSUMPTIONS, TIP / O.L. 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