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S-79-9.1-9.2 (2)N x W Z z u PROFI LE SCALE '�C�CCCC Opp=OO 0 PLAN SCALE I- 4d CURVE DATA © CI N N J M W REVIS[ONS NO DATE DESCRIPTION 1 WNW_ -_ IL "T GIUANTITY ESTIMATE GENERAL NOTES D ALL MEET HEAPPROVAC 3 "A. C. O ✓ER 6'A-6 M/ /M C. 70 PRIME COAT 29,022 SF. TYPE C -6 CURB �GUTTEQ (6 "CF) +060 L.F .0 -AC. C. SIDEW91_&'-'44ND1.416 3, 160 SF- CROSS CvUTTER ( /NCL • CURB ONZ P) 4 080 5F 6 "P.C•C. DRIIYEWAY 06'Iw r) 2,7345F. STREET A1AA46- 5' /6A/ 2 CA STREET L/GNT5 (7 000 LU) 4 EA RED WOOD HEADER? 304 4, F. REA•10I�E EA' /51•' PAt�EME'N7" 13,B22 SF. REMOI/s- EA /ST. BA.22/CAOE _ ' CONC. BLOCA' `WALL G'14161-, 19 5 L F IMSTAll jREFLECtOY PADDLE 60AQD5 6 EA SEW6P iYIAA/NOL E 3 EA• 8 "VC.R 600 Lf 6"1GC•P. </O SE 4476,eAL 6654E COA/G' EN ASEMENT 75 LF. S EW 6R DROP MAW 9OIE / EA. - - 6 "A.C-P- WATE•P MA /A! CLA60 260 LF F /PE NYOkAA/T (COrLIPLETE wlex- 9) A5 PE STD. DW6. 5 3 EA 5 /8 °METEP$�' BOXES 24 EA / WAITER' SEPti /CE 24 EA. 6 "90 °ELL (21A1G •T/TE SY FLAA/GE) 1 EA 6 " GATE YAL (/E 1_ EA• 8" FLAU6E0 CYOW - I EA. 8" GATE VALVE 5 EA. 8" A.G. WATER MAIM L.L 150 1111 LF 8" GLOW -OFF PEQ 6TD. VWG•01 - I EA' 9119- 2AP (1'TU1GK) Ito S.F. CELOCATE EXI5i. C9414 LI►dk FENCE 930 L.E 1. ALL WORK SHALL CON fORMTOTHECITYOFCOSTAMESA STANDAROSAN SH T OF THE CITY ENGINEER. 2. ALL STREET STATIONING REFERS TO THE CENTERLINE OF THE STREET. 3 PAVING AND BASE SECTIONS LISTED IN THE QUANTITY ESTIMATEARE FOR BIDDING PURPOSEIS� ONLY AND ARE SUBJECT TO REVISION UPON RECEIPT OF SOILS TEST. d - CURB DATA REFERS M FACE OF CURB. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITHTNE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1973 EDITION. 6. CONTRACTOR SHALL 08TAI NAPERMI TANOREQUESTI NSPECTI ONFROM CITY ENGINEERING DEPARTMENT TO BE MADE 48 HOURS IN ADVANCE OFPERFORMING WORK- TELEPHONE: 556 -5323. 7 THEA"OLIAIT OFA SPHALTBINDER TO BE MIXED WITH THE MINERAL AGGREGATE S14ALL BE 5.67- -tfly DRY WEIGHT. THE EXACT AMOUNT WILL BE DETERMINED BY THE CITY ENGINEER. 8, THE CITY OF COSTA MESA WILL PAY FOR THE INITIAL SOIL AND MATERIALS TEST. ANY SUBSEQUENT SOIL AND MATERIALS TESTS DEEMED NECESSARYOUE TOTHEFAILUREOFTHE INITIAL TESTS WILL BE AT THE CONTRACTORS EXPENSE. $ . WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED THE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED TO PROPERTY LINE PER CITY OF COSTA MESA STANDARD PLANS• LOCATION,TYPEAND WIDTHARETOBE- APPROVED BY THE CITY ENGINEER. 10. ALL UNDERGROUND WORKSHALLBECOMPLETEPRIORTOANYSURFA,CEWORKINTHEPUBLICRIGHT-OF- WAY. lI. STREETLIGHTS TOBEINSTALLED PER CITY OF COSTA MESA STD. DWG.N9701,THEFINALLOCAT DAIS SUBJECT 70 CITY ENGINEERS APPROVAL 12. STREET NAME SIGNS TO BE INSTALLED BACK OFCURB OR ON BRACKET MOUNTED STREET LIGHT POLE, PER CITY OF COSTA MESA STD- DWG.N? 206 - 13. STAMP 'S "ON CURB AT ALL SEWER LATERAL LOCATIONS. /d. ANY CITY BENCH MARK, MONUMENT OR TIES DESTROYED OR DISTURBED DURING CONSTRUCTION SHALL BE REPLACED. ANY CHANGE IN LOCATION OR ELEVATIONS SHALL BE REPORTED TO THE CITY FN6INEER BYA LICENSED SURVEYOR ON 8 112 "X /I "LOOSE LEAF(ONES/DE ONLY) SHOWING LOCATION AND TIES OR LEVEL RUN. 15. PROr6CrALL EXISTING UTILITIES /NPLACE- 16' CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS, BARRICADES,$ OTHER TRAFFIC CONTROL ORWARNING DEVICES, 1NCLUDIN6 FLAGMEN, AS MAY BE RE419111RED BY THE EA16 1VEER. ALL ITEMS MENTIONED SHALL BE !N CONFORMANCE W /TH THE CURRENT 2EQU1REMENTS AS SPECIFIED IN THE LATEST EDITION OF THE •'COA/BT,2UCTION SAFETY ORDEA?s. "FA //41RE TO DO SOW /LL BE C /TED UNDE•P APPLICABLE SEC. OFTHECVC. 4- CORRECT /1/E COSTS TO THE CITY W /LL BE CHARGED. SEWER NOTES /RED S/•IALL BE OBTAINED FROM THE STREET DEPARTiYfENT, 77 FAIR OR /VA= q0 5 JO/Al A FEATHER OVER TO SAT /SFACT /OA/ OFEA/G/NEER 12. P EQ Q Q:1 15 INSTALL REDWOOD HEADER 2 "X6" COSTA MESA. PRIOR TO START OF CONSL2VLT /OA/. ti 1 I II. � 1AISrALL (7000LU) STREET LIGHT PEA? C-CR.DWG -NR 70/ , I T CANYON DRIVE 18, COSTT. 6 "V.L.P.6ElVEQ UTEeAI � } Iti 1V02L UoT DOME IM THE P¢ESEUCE OF THE DIyTeICT6 tUSPECT02 IS 5116JELf i0 eEJECt10M. -"' � o ° rI�I>ly° SEE .HEFT INO. 2 - oE2ySTD "PDLLD513 APP20ACU N I n , �4 RO ? i O f M CIRCLE CONTRACTOR APP- WORK STARTED WORK ACCEPTED i&iPECTEV ri _ WATER NOTES 30 • 24 1:9 8 _ • F.W. A CONTRACTOR TO HAVE ON dOB -SITE COPY OF 1974 STANDARD SPEC.ONSITE ATALL T /MES- H 6r. 2. 48NOURS AIOTICETO BEGIVEN PRIOR TO CONSTRUCT /ON. (714) 556 -5210. �' 23 Q 7 �� 3. BOND TO BE POSTED AT COMPLETION O,FPROJECTFOR lo% Of TUE ACTUAL tNT OF WATER FALILTUA. a O cH• T ; `7O BE HELD ONE YEAR. UIGT A ALL WORK TO CONFORM TO THE STANDARD SPECS OF rHECOSTA MESA COUNTY WATER? }eb o �GP 2 2 11 - 6 P v IT %` 015TRlCT, RErV15ED E01 ROM 1974. Q w I 5 REQU /?ED SEPEPATIOA/ BETWEEN WATER MAINS AND SAN /TAT10N 5EWER5- 10'HOR71- 74/TAL 2t i r 5 AND 3'1/E.PT /CAL. 5 E E 5TATE HEALTH CODE FOR SPECIAL CONDITIOAIS, W 21 12 W ? C. ALL DEPOGITS F02 PLAU CHECV AUD IUSPECTIOU WILL 5E PAID PP1oe TO 51GUATUeE OF GENEQAI IAAUAGEQ. x F. H MKT T. 1. UOUGE LATEEA15 FOY TVATE9 6E¢VICE 40ALL 6E SET TO reAD6 5Y COUTEACTOC FfIoZ To TOE IUSTALLATIOU 1- yQ Of THE NATEE AIETEE ANN bOX. o} 20 13 4 AA E3U I L7 19 14 _9 3 LOCATION MAP . 51 z 7%79 �M a 18 15- 2 Q > COSTA MESA SANITARY DISTRICT � 1 APPROVED BY # 17 16 sr.urE r- $+- W- Ea.warEU B "I -� ENGINEER DATE OR sx, -- SEWER a =x -! "Ax. CANYON SEE SHT.2 DR. PREPARED BY COSTA MESA COUNTY WATER DISTRICT RAAB & BOYER ENGINEERING CO. (714) 556 - 5210 14482 BEACH BLVD.SUITE'R' APPROVED BY WESTMASTER CALIF 638 -3522 �� KEY MAP t UNDER THE UPERVISION OF SCALE 1" - 60',60' (��� \ \;epp�, EVL 4 / +^ C •t CL4z �- 5 1 GENERAL MANAGER DATE DELBERT. D BOYER RCE..13542 DATE REFERENCES DESIGNED 8Y C.P DATE CHECKED BY DATE STREET SEWER 8, WATER IMPROVEMENT PLANS REFERENCES DRAWN BY CP 5 -75 CHECKED BY [ FOR SHEET FIELD BOOK PAGE BENCHMARK NO- 105C.CM REFERENCE PLANS TRACT NO. 91 O5 OF 38 39 ELEVATION 84.90 NOTE TO CONTRCCTOR RECOMENDEp BY RIGHT OF WAY 2 PESCRIPTON O GENT CB STANDARD DRAWING NR 302 404.40,3.: -404 � nv 4f ?$�,� _ /�- "" TITLE SHEET RET NW COR VICTORIA 405 503 505 507 606 701 801 0-. t AGENT' �2/ 6 FROM 244 W /CANYON DR. TO CANYON DR, PLAN NUMBER ASSIST. CITY ENG NEE, RIGHT A & STATE APPROVED T Y _ (COSTA MESA DATUM) C I I 1 OF COSTA A M E S • ;144/i L DEPARTMENT OF ENGINEERING SERVICES _ CITY 414 EER x yi' -as ,a:,} s' .. .�.'.♦ '. �.. _ ... <- -- -.�.. i' .- 1 - v _ --,.. rt.}..Y' -LSD _...�- ....TVL.�•:, ...- .�..a«,Iw.u.r ,-.v. ., : -.... .u.. -..�sL .! aa+r. na -.•.- -�4r. r- .�r.�:.�.. -- __- -.^fi_ -r.... _' l', t4i • xiLi11.- �eF�u. .. �/�MtWaut + v._- ..� -._� �...Y�..YV.�._.... mr .y- - _ _ ' '' � �' _ _THE SEWER' SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SAN /TAA?Y D - - _ _ s i - - p 6 "VCP HOUSE .CONNECT /DNS 514A LL BE CONSTRUCTED FROM THE SEWER? MAIN TO 7HE - - - - - - -- - - s - - - - _ _ - pROPERTf�L /NE F02 EACHlOT. - --- F - •_ T THE DEVELOPER SHALL F081151 THE SEWER CONT2ACTOR WITHA PLOTPLAAI /AIDICATIwG THE __ _ _ _ __ _ _ _ _ - - _ ,. • ONS O E sEco C O R EAC PR EWE -- - - = = _ -- - - - _ - - - - G T R MAIN CoNSrRUCTiON. GLEN CIRCLE ' ' N NOTE E E M ,. M MANHOLES SHALL BE BRICK ORPA?ECAST CONCRETE AS MANUFACTU2E0 BV ASSOCIATED _ - - - V VERIFIED bN rUCT SUFEEIUTEUDEUT CONCRFTE PRODUCTS INC. OR APPROVED EQC/AL- \ OF CURB C - 5. S SEWER MANHOLE FRAME4 COVER? SHALL BEALHAMBR 4 FO!lNDARYA -4270 QeAPPROI�EO _ A - - i \ E4UA fa - - _ _ _ _ 6. A /5 D R -3 = = \ 7 7 A A L L SEWER HOUSE CONNECTIONS SHALL BE PLACED PRIOR "0 szl.¢FA.0 /N6 OF ST,PEETS. l B B. T THE SEWER COAITRACTOR SHALL RAISE Tf1E MANHOLE FRAME ¢COYER TO FU/ISh' 6,740E AFTER STREET SURFACIN4 /S COMPLETED. CONSTRUCTION NOTES _ _ �' 9 9. C CLAY PIPE d01NT5 SHALL SE MECHANIC4L C0MPRES510A1d0INT5, "WED6E- LOCK; "SPEED y 1 S SEAL MAINLINE"OR APPROI/ED EQUAL. /N A/O CASE WILL XIAI lN4 MA7ERIAL USIN6 N �j -- C COSTT. 3'A.C.O ✓EQ6 A.B(M /N)K /MC70192 /ME COAT�SS:.I SEALCd97 1 PORTLAND CEMENT MORTAR l>R 4 POUT BE PERM /TED. - 2a-- C CO UsT TYPE "C -6 °CURB 46arme PER C. C,M,DX/G. R!s 302 P CONS T.4 "PC.C. 5)VFWALIC PER CC.MDWG. A/-° 401 x'403 '. \ \ 1 10. STAMP •'S'• ON CURB AT SEWER LATERAL LOCATIONS. gQ-- -- C CONST STD. MAAIHOLE PER SAA&Z4,`Y 015r STD. S H (9 - C CONS r G' A.C. P- K/ATER MA /N PEQ /VATE.P DIST- 57-0. f i E f 1, C COA17 7A CTO R S IO I INSTALL F /R7E HY02ANT PEPIUATE2 D /ST. STD.,1/Q5. a A�--- SAWCUT 4 REMOVE EXIST. P.4VE/NENr EA7MlTS Q U / q0 5 JO/Al A FEATHER OVER TO SAT /SFACT /OA/ OFEA/G/NEER 12. P EQ Q Q:1 15 INSTALL REDWOOD HEADER 2 "X6" COSTA MESA. PRIOR TO START OF CONSL2VLT /OA/. ti 1 I II. � 1AISrALL (7000LU) STREET LIGHT PEA? C-CR.DWG -NR 70/ , I T CANYON DRIVE 18, COSTT. 6 "V.L.P.6ElVEQ UTEeAI � } Iti 1V02L UoT DOME IM THE P¢ESEUCE OF THE DIyTeICT6 tUSPECT02 IS 5116JELf i0 eEJECt10M. -"' � o ° rI�I>ly° SEE .HEFT INO. 2 - oE2ySTD "PDLLD513 APP20ACU N I n , �4 RO ? i O f M CIRCLE CONTRACTOR APP- WORK STARTED WORK ACCEPTED i&iPECTEV ri _ WATER NOTES 30 • 24 1:9 8 _ • F.W. A CONTRACTOR TO HAVE ON dOB -SITE COPY OF 1974 STANDARD SPEC.ONSITE ATALL T /MES- H 6r. 2. 48NOURS AIOTICETO BEGIVEN PRIOR TO CONSTRUCT /ON. (714) 556 -5210. �' 23 Q 7 �� 3. BOND TO BE POSTED AT COMPLETION O,FPROJECTFOR lo% Of TUE ACTUAL tNT OF WATER FALILTUA. a O cH• T ; `7O BE HELD ONE YEAR. UIGT A ALL WORK TO CONFORM TO THE STANDARD SPECS OF rHECOSTA MESA COUNTY WATER? }eb o �GP 2 2 11 - 6 P v IT %` 015TRlCT, RErV15ED E01 ROM 1974. Q w I 5 REQU /?ED SEPEPATIOA/ BETWEEN WATER MAINS AND SAN /TAT10N 5EWER5- 10'HOR71- 74/TAL 2t i r 5 AND 3'1/E.PT /CAL. 5 E E 5TATE HEALTH CODE FOR SPECIAL CONDITIOAIS, W 21 12 W ? C. ALL DEPOGITS F02 PLAU CHECV AUD IUSPECTIOU WILL 5E PAID PP1oe TO 51GUATUeE OF GENEQAI IAAUAGEQ. x F. H MKT T. 1. UOUGE LATEEA15 FOY TVATE9 6E¢VICE 40ALL 6E SET TO reAD6 5Y COUTEACTOC FfIoZ To TOE IUSTALLATIOU 1- yQ Of THE NATEE AIETEE ANN bOX. o} 20 13 4 AA E3U I L7 19 14 _9 3 LOCATION MAP . 51 z 7%79 �M a 18 15- 2 Q > COSTA MESA SANITARY DISTRICT � 1 APPROVED BY # 17 16 sr.urE r- $+- W- Ea.warEU B "I -� ENGINEER DATE OR sx, -- SEWER a =x -! "Ax. CANYON SEE SHT.2 DR. PREPARED BY COSTA MESA COUNTY WATER DISTRICT RAAB & BOYER ENGINEERING CO. (714) 556 - 5210 14482 BEACH BLVD.SUITE'R' APPROVED BY WESTMASTER CALIF 638 -3522 �� KEY MAP t UNDER THE UPERVISION OF SCALE 1" - 60',60' (��� \ \;epp�, EVL 4 / +^ C •t CL4z �- 5 1 GENERAL MANAGER DATE DELBERT. D BOYER RCE..13542 DATE REFERENCES DESIGNED 8Y C.P DATE CHECKED BY DATE STREET SEWER 8, WATER IMPROVEMENT PLANS REFERENCES DRAWN BY CP 5 -75 CHECKED BY [ FOR SHEET FIELD BOOK PAGE BENCHMARK NO- 105C.CM REFERENCE PLANS TRACT NO. 91 O5 OF 38 39 ELEVATION 84.90 NOTE TO CONTRCCTOR RECOMENDEp BY RIGHT OF WAY 2 PESCRIPTON O GENT CB STANDARD DRAWING NR 302 404.40,3.: -404 � nv 4f ?$�,� _ /�- "" TITLE SHEET RET NW COR VICTORIA 405 503 505 507 606 701 801 0-. t AGENT' �2/ 6 FROM 244 W /CANYON DR. TO CANYON DR, PLAN NUMBER ASSIST. CITY ENG NEE, RIGHT A & STATE APPROVED T Y _ (COSTA MESA DATUM) C I I 1 OF COSTA A M E S • ;144/i L DEPARTMENT OF ENGINEERING SERVICES _ CITY 414 EER x yi' -as ,a:,} s' .. .�.'.♦ '. �.. _ ... <- -- -.�.. i' .- 1 - v _ --,.. rt.}..Y' -LSD _...�- ....TVL.�•:, ...- .�..a«,Iw.u.r ,-.v. ., : -.... .u.. -..�sL .! aa+r. na -.•.- -�4r. r- .�r.�:.�.. -- __- -.^fi_ -r.... _' l', t4i • xiLi11.- �eF�u. .. �/�MtWaut + v._- ..� -._� �...Y�..YV.�._.... mr .y- I - ;Y NO DATE CURVE DATA d Q OA - '33° 33' 26'* 55' OB -- 2470G'62" 35' REVISIONS DESCRIPTION PROFILE fi- SCALE HORZ.1 = 40 VERT.1= 4' 0 PLAN SCALE 1 =40 L T 32.21 16.58' o�o ° �( S �4 0 qe �I 1 i -�o Flo I Cl RCL CONTRACTOR APP. " WORK STARTED WORK ACCEPTED. INSPECTED BY 4 1 4 b f. PAVE TYPICAL SECTION - - CANYON - -DR.. 1= _ _ TYPICAL SECTION GLEN CIRCLE 2 3 CONSTRUCTION NOTES CONST. 3'A.C. OVER 6 A.B (M /N)W /MC 70 PA?IME COAT � SS -1 SEAL C44 CCAJsT-. TYPE `3�-- COA1674 PC.C. 51 DEWALK PE,R CC M PER C-CA1,Dwrl. 1/2 OWC. AI_° 4014'4032 a CONS r STD• MAAIHOLE PEA? SAN 17ARY015r STD. O- 6'A.C.P. WArEQMA /NPfe gl47- EA?D15T•STD. 10 4 /SAWTC41T � 1 REMODVE EXIST.PPWVEMENT TD.A145• a4� -JO /N 4 FEATHER OVER? TO SATISFACT /OA/ OFENG/A/EER 15 1NSTALL REDWOOD HEADER 2 "X6" II INSTALL (7000 LU) STREEr LIGHT PER C.CX-DWG. Al2 7L CANYON DRIVE 18; COUST. 6" V.L.P. 6ElVEe LAtEeAt I SEE SHEET NO. .2 (�- COOT+6'V- U.•D5IVEAPP20ACU T'1 I I i �1 I i - allANTITY ESTIMATE 3 "A. C- OVER 6 A.0 Iv /M -C -70 oR /ME COAT 29022 SF. V 1,060 L-F 4-P CC. SIDEWRLE'4' LAA/D/NG 31 16 0 $F- CROSS &&rTE,R (IMC,4. CURB ONL Y) 4 1 4 b f. PAVE TYPICAL SECTION - - CANYON - -DR.. 1= _ _ TYPICAL SECTION GLEN CIRCLE 2 3 CONSTRUCTION NOTES CONST. 3'A.C. OVER 6 A.B (M /N)W /MC 70 PA?IME COAT � SS -1 SEAL C44 CCAJsT-. TYPE `3�-- COA1674 PC.C. 51 DEWALK PE,R CC M PER C-CA1,Dwrl. 1/2 OWC. AI_° 4014'4032 a CONS r STD• MAAIHOLE PEA? SAN 17ARY015r STD. O- 6'A.C.P. WArEQMA /NPfe gl47- EA?D15T•STD. 10 4 /SAWTC41T � 1 REMODVE EXIST.PPWVEMENT TD.A145• a4� -JO /N 4 FEATHER OVER? TO SATISFACT /OA/ OFENG/A/EER 15 1NSTALL REDWOOD HEADER 2 "X6" II INSTALL (7000 LU) STREEr LIGHT PER C.CX-DWG. Al2 7L CANYON DRIVE 18; COUST. 6" V.L.P. 6ElVEe LAtEeAt I SEE SHEET NO. .2 (�- COOT+6'V- U.•D5IVEAPP20ACU T'1 I I i �1 I i - allANTITY ESTIMATE 3 "A. C- OVER 6 A.0 Iv /M -C -70 oR /ME COAT 29022 SF. TYPE C -6 CURB r cvurrER (6 -CF) 1,060 L-F 4-P CC. SIDEWRLE'4' LAA/D/NG 31 16 0 $F- CROSS &&rTE,R (IMC,4. CURB ONL Y) 4 0$0 $ F. 6- P.C.C. DRIVEWAY ( /6'!4 /ve) 2,734 -5F- 5TREET A/AiY/E S /GA/ 2 EA STREET 41GN7-5 (7,00,01&) 4 EA QED WOOD ME,9DER 304 L,F. RE�t/OME E.Y /ST. PAI�EMENi 13,822 SF. ,REMOVE E•I' /ST. S4A_'2lCAOE 20 GF. COANC. 6LOCA- WALL G'HIGM 195 LF IUsTALL FEREC TOY PADDLE 6OAl2D5 6 EA SEZME,e lw,41A/HOLE 3 Eli. 8 "KC.R GOO Lf 6 "1L C. P- MOUSE LATERAL 6 65 4F. COA/C. ENC4SE49EN7 75 LF. 9EWL9 720P MAMUOLE PLAN. NUMBER RET NW COR VICTORIA -- 6"R•GP- WAA5_le Ar9IAl CL.150 2G0 LF F /2E NYO,PAA/T (COr:IPLETE wllrm !,) A5 PE STD. DW6. 6 3 Eq SIB "ittETEPgY, BOXES 24 EA. / WlTEA? SERv /CE 24 EA. 6 "90 °ELL (21A1G •TITE 5Y FLAA/BE) -1 EA 6 " 6.97E YALV c' !_ EA. 8" FLAUGED C2045 1 EA. 8" GATE VALVE 3 EA. 8" A.C. WATER MAIM 1.1 150 1111 LF 8" SLOW -OFF PER rrTD. DW6.A'I I EA. RIP- I2AF (41TI11CK) 140 4.F. RELOCATE Emir. CRAW LINK FENCE 336 L. F. NOTE. ALL DRIVE AFFROACU LOCATIOU9 TO BE VERIFIED BK TUC1 5UPE21LITELIDEIJT PRIOR 10 THE COUSTRULTIOU OF CURD ARID CUTTER I/AFROVEAELITS. ry 30 w 1 20 24 9 1 °qA Bag 8 r• . F.H. rtl 4 II Cf 42 k A oo fi a � w 1•p f0& O qq, ST. LI Y j 7 � �' 2 2 1 6 5 1 21 32 iw6d�a' 5 v , I ~ }0 0 20 13 oql �1 10qp 4 a M.H. 00 V i 1 w 19 14 to j �08� 3 - 12 ZO w 450 18 15 w�� pig 2 \ Y LOCATION MAP GENERAL NOTES k I. ALL WORK SHALL CONFORM TO THE CITY OF COSTA MESA STANDARDSANOSHALLlv1EETT11 £APPROVAL _ OF THE CITY ENGINEER. 2. ALL STREET STATI ONI NG REFERS TO THE CENT ERLINEOF THE STREET. 3 PAVING AND BASE SECTIONS LISTED L14 THE QUANTITY ESTIMATEAREFORSIDDING,PURPOSE5 ONLYANDARE SUBJECT TO REVISION UPONRECEIPTOFSOILSTEST. d - CURB DATA REFERS M FACE OF CURB. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS fOR PUBLIC WORKS CONSTRUCTION, 1973 EDITION. - 6. CONTRACTOR SHALL 08TA JAI APERMI T4NOREQU£ ST/ NSPECT ION Few CITY ENGIN£ER /NGQEPARTMENT TO BE MADE 48 HOURS INADVANCE Of PERFORIWIA16 WORK. TELEPHONE - 556 -5323. + t 7 THE AMOUNT OFASPHALT SINGER TOBEMIXEDW/ THTHE M/ A IERALA66REGATE SMALL BE5.67.fBY.' DRY WEIGHT. THE EXACT AMOUNT WILL BE DETERMINED BY THE CITY ENGINEER 8, THEC/TYOFCOSTA MESA WILL PAYFOR711E INITIAL SOIL AND MATERIALS TEST. ANY SUBSEQUENT SOIL `- } ANOMATERI ALSTESTS DEEMED NECESSARY DUE TOT1 IEFAILUREOFTHE /NITIALIESTSWILLBEAT THE CONTRACTORS EXPENSE. S. WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED THE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED TO PROPERTY LINE PER CITY OF COSTA MESA STANDARD PLANS. LOCATION, TYPEAAID WIDTHARETOBE- APPROVED BY THE CITY ENGINEER. 10. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO ANY SURFACE WORK /At THE PUBL/CR/GHJ-OF- WAY. ll. STREETLIGHTS TOBEINSTALLED PER CITY OF COSTA MESA• STO- DWG•N°701,THEF/NALLOCATIONS SUBJECT TO CITYENGINEERS APPROVAL 12- STREET NAME SIGNS TO BE INSTALLED aACK OFCUR8 OR ON 8RACK£T MOLLNTED STREET LIGHT POLE, PER CITY OF'COSTA MESA STD. OWG.N -° 206 . 13_ STAMP °S "ON CURB AT ALL SEWER LATERAL LOCATIONS. ld . ANY CITY BENCHMARK, MONUMENT OR TIES DESTROYED OR DISTURBED DURING CONSTRUCTION SHALL BE REPLACED. ANY CHANGE IN LOCATION OR ELEVATIONS SHALL BE REPORTED TO THE CITY ENGINEER BYA LICENSED SURVEYOR ONO 1/2 "X / / "LOOSE LEAF(0)LIESIDE ONLY) SHOWING LOCATION AND TIES OR LEVEL RUN. 15. PROTECTALL EXISTING UTILITIES /NPLACE. 16 CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS, BAR RI CADES,0 OTHER reAFF /C CONTROL ORWARAIIA16 DEVICES, IWCLUDIN6 FLAGMEAI, AS MAY BE RevilheED BY ' THE EAI6IN6ER. ALL ITEMS MENTIONED SHALL BE /N CONFORMANCE W/TH THE CURRENT REQUIREMENTS AS SPECIFIED IN THE LATEST EDITION OF THE "COA19TR1jCTION SA FETY ORDER?5 "FAIZZARE TD DO 50 WILL BE CITED &A/DEII? APPLICABLE SEC. OF THE C. V. C- 4 CORRECT /YE COSTS TO THE CITY WILL BE CHARGED - SEWER NOTES - I' THE SEWER SYSTEM SHALL CONFORM TO THE ST4A/DA?DS OFTIIE COSTA ,MESA SANITARY DlsrRICI" 2. 6 "VCP- HOUSE CONNECTIONS SHALL BE CONSTRUCTEO FROM THE SEWER? MAIN TO THE PROPERTYL/A/6 FO.R EACH LOT. 3- THEDEI /ELOPER SHALL FlhWISH TIE SEWER CONTRACTOR WIT/IA PLOTPLAA1 INDICATIA16 THE 1 RECOMMENDED LOCATIONS OF THE HOUSE CONNECTION FOR EACH LOT,PRIOR TD :SEWER? MAIN CONSTRUCTION. 4. MANHOLES 59ALL SEBR/ CA1ORPRECASTCONCRETEASMAA /UFACT&REOBYASSOC/ATED COAICRFTE PRODUCTS INC. OR APPROVED EQUAL. - 5 SEWER MANHOLE FRAME4 COVER SHALL BEALHAM824 FOLIA/DARYA-1270 QRAPPA?OYE(J E411A44 _ 6, ALL SEWER MAA/IIOLEF•PAMES €COMERS SHALL BELEF76 "BELOW F/NISNED 6RADE. 7 A L L S EWER HOUSE CONNECROAIS SHALL BE PLACED PRIO.P TO SLIRrAC/A16 OF SreEE TS- B- THE SEWER COA/TRAC70R SHALL RA 15E THE+LIANIIOLE FRAA15 eCOMER TO c'IWISh' GRADE - AFTER STREET SUQFACAUC7 /S COMPLETED- . � 9. CLAY PIPE d011VT5 SHALL BE MECHANICAL COMPRESS /ON JOINT5, "WED6E-LOC9 ,'SPEED - SEAL MAIAILIAIE"OR APPROVED EQ61AL. /N AIO CASE WILL d0 1NTIN6 MATERIAL USING NEAT POR?TLAND CEMENT MORTAR? RJR 6ROL17 BE PE24ITED. l0 STAMP "S" ON CURB AT SEWER LATERIAL LOCATIONS, ' IL CONTRACTOR SHALL R6Q&EST /NSPECTIOAIFR?OMTHEOFF /CE OF THE A//TAQYDIST,P /CT' EN6 1NEE2 24 HOURS PRIOR TO COMMENCEMENTOFWOQL! TEL, 556 -5400 12. PERMITS REQUIRED S/7ALL BE OBTAINED FROM THE STREET DEPAR afEAIT, 77 FAheDRIVE COSTA MESA. PRIOR TO START OF C4v5re!/FT /ON. 14 IVOeK LOT DOVE IN TAE PRESELCE OF TOE DIAATeICT6 ♦ 0,FECTOC 15 SU61ECf TO 2EJECTIOEI. WATER NOTES 1. CONTRACTOR TO HAVE OA/ ddb -SITE COPY OF 1974 STANDARD SPEC. ONSITE- ATALL T /AIZ '. 7.. 48140U25 NOTICETO BEGIVEAI PRI02 TO CONSTRUCTION. (74) 556 -5210. 3. BOND TO BE POSTED AT COMPLET /OA/ OFPROd6_CTFOR 10% OF THE ACTUAL CGST OF WATER FAULI71L5 TO BE A/ELD ONE YEA,P, 4. ALL WORK TO CONFORM TO THE 57ANOARD SPECS. OF THE COSTA MESA CD/1NTY WATER? DI57elCT, REV 15ED EDITION 19 74. 5 REQUIRED 6EPE,PAT 10N BETWEEN WATER MAINS AND 5A All TATION SEWE,PS- I0'HOeIZ41VIAL AND 3 ' 1�,FT /CAL . 5 E E STATE HEALTH CODE FO,R SPECIAL CONDI TION5, 6. ALL DEP061TS FOE PLAU CULC2 AUD IMSPELTIOM WILL 6E PAID PRIOR TO 51GUAT0RE OF GENERAL MAIJAGE2. 1. 0094E LATEEAL5 FOe \'IATE2 6E6VICE SHALL DE 567 TO GRADE 8Y CONTRACT02 PRIOR To TAE 195TALLATIOM Of TOE WATER AETLE ARID 60X. ,1 COSTA MESA SANITARY DISTRICT 1 _ 17 16 0�6 %oSM 1 APPROVED BY g 11� � «, /n Q/� 6T. LITC ��. dl®A � to -, 7747 -WATER 8 "A_�' 92' S r -- - -- ENGINEER DATE o Tom. 4 "A.c. '� ,•„ EX. SEWER l�J CANYON SEE SHT. z DR. PREPARED BY COSTA MESA COUNTY WATER DISTRICT RAAB 8 BOYER ENGINEERING CO. (714) 556 - 5210 14482 BEACH BLVD- SUITE'R' KEY MAP WESTMINSTER CALIF 638 -3522 APPROVED BY -1 7 UNDER THE UPERVISION OF _ A _ SCALE 1" c60' �I1L.�4Vw�i•'`_'" ft I! �.,`.5.� �i sZ 71 DATE T ! DELBERT D BOYER RCE13542 DATEb GENERAL MANAGER DATE REFERENCES DESIGNED BY CP• DATE CHECKED BY DATE STREET SEWER 8 WATER IMPROVEMENT PLANS FOR 9 TRACT NO. 91 �5 TITLE SHEET FROM 244+ W /CANYON DR. TO CANYON DR. SHEET O F 2 #, 1�4 DRAWN BY C P 5 -75 CHECKED BY FIELD BOOK PAGE BENCHMARK NO_ 105C.CM REFERENCE PLANS RECOMENDED BY .% �% 4/'19`iG RIGNTOF WAY ACQUIRED 9 6 2%' 38 39 ELEVATION _84.96 NOTE TO CONTRACTOR DESCRIPTON G CENT CB STANDARD DRAWING NQ 302 401 403 .404 PLAN. NUMBER RET NW COR VICTORIA -- 405 503 505 507 606 701 801 -- ASSIST. CITY ENGINEER RIGHT A AGENT A STATE APPE?OVD )3Y `Y�911� CITY O F COSTA MESA ' DEPARTMENT OF ENGINEERING SERVICES (COSTA MESA DATUM) ' CITY ENGI EER - - - -- DATE T !