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S-76-8.1-8.3r i - - - / M �N_E RA L_ - NOTES DS AND Er HE RD ALL WORK SHALL CaVFOR TD THE CITY OFCOSTA MESA STANDAA SHALL ME T APP YAL OF ;. THE CITY ENGINEER. Z. ALL STREET STATIONING REFERS 70 THE 0WAITERLINE OF THE STREET a C0AJSTRUC7'10A1 ' A/OTES . 33� COd18 SO 4.C'/ ( "4.8- w1r# ,Afr TO P,P /ME COAT. C/ r" J 2o- CONSr. 4 "IfC.0 S/DE/VALK PER STD, 9W,9. NO. 4d, 4091404 13 cwsr. CONC. CU,2B 061-17 -mv rl'PE'C -G /EA' sm vw4 NO. 30Z 0/7 ion ✓ v'¢4- CONST COw . CU2B/ 6UTTE2 TYPc6 - c. 8'PE,e STD. OW; &v-soZ 9 - -,/O/N FEATHER TO SAT /SFACTloAl OF C /rr ENG/NE6w, 4 // VOTE; %9,f EITEMD O iz -A t TO ! L 11ELEh4A¢Y TO 2'A LE055FALl SEE GENERAL NOTE ND. /7 2 / 2 4 TYP /CAL SECT) P11 UL A R /NO 14 VE. ' Ai so 5 2o' Po' 5' 17 DI ¢B3 4.83 %aT 3 Zip / 2Y 3 fT IJ 0 T F DEP¢E�fi BALY OF b1DEWALY 2 2 TO A hLOFE OF 'A " /FT. F¢OIA 1 6TA. 94 40 TO STA. INOG 11ELENA 11211E V6TA 91DE5 OF 9T¢EET. TyPiCAL SEC710AI HELENA CIRCLE f HELENA PLACE p. . W A TA'.NO. 9983 7, 4 74/Y .A( fsr77,63 3" A:C / C ~A.B. /f/ /TN M. c, 70 PRIME COOAT 20,770 5' F W Z65,9 S1. TYPE C G " CL/RB f' 6UTTLR 17W I. le., 241 If /2o l.f TYPE C 8 CURB � 6117rrAZ //5 L.F. /20 If coo If 4 "P. C'.0 S/OccINALK f (AND //VC7 4, 290 sr KK 5 77 S. F, COAAr CROSS GUTTER h a "RC c'. OQ /vEWAY (/ '` lve) (12'X/06 &Sr 7763) / 5735,4 B29 S.F 330 5.F 6 = 8" CURB ONLY GBI.f. CONSr BAA?R /LADE 41 L.F. STREET NAME 9161,1 Al" Sr,PEEr L1611r (7,Ooola) _ ,PEAA0VF EX /ST. 4.e 0UXFAfeA1r /, 134 S.F. A?EA901/E E.Y /Sr• CONI' rears 611rre ' e ✓c.f v j leEmollE Lrrrsr. 8 "egRwl carrE�7 /291. Q UA N T/ T Y EST /MA TE /TEN! Q41AA/T /TY TA'.NO. 9983 7, 4 74/Y .A( fsr77,63 3" A:C / C ~A.B. /f/ /TN M. c, 70 PRIME COOAT 20,770 5' F 5470 6. r. Z65,9 S1. TYPE C G " CL/RB f' 6UTTLR 17W I. le., 241 If /2o l.f TYPE C 8 CURB � 6117rrAZ //5 L.F. /20 If coo If 4 "P. C'.0 S/OccINALK f (AND //VC7 4, 290 sr /,051 S.F. 5 77 S. F, COAAr CROSS GUTTER / 4855.Ir a "RC c'. OQ /vEWAY (/ '` lve) (12'X/06 &Sr 7763) / 5735,4 B29 S.F 330 5.F 6 = 8" CURB ONLY GBI.f. CONSr BAA?R /LADE 41 L.F. STREET NAME 9161,1 2 EA Sr,PEEr L1611r (7,Ooola) _ ,PEAA0VF EX /ST. 4.e 0UXFAfeA1r /, 134 S.F. A?EA901/E E.Y /Sr• CONI' rears 611rre ' 14B,Sf leEmollE Lrrrsr. 8 "egRwl carrE�7 /291. CURB OAII Y 2b x 41 eEDNOov I.I EA 9612 42 L.F. COA/Sr S,fAl6 ? A4AA/110LE- 3 EA. 1164 41401V57 B "L/C' v 6*4F'A1Lr.2 6531.1. /00 LF 60 l.f. CONSr, 61111eV L.47EAPAC 370 L.F. 160 L-F. 50 L. F. WATER 04AERIA4 L /ST. CONST. G" A•C'P. W.4TEC' A1q /IV C(• /•SO 5501.E INSTALL F /R4C HYO.f'AA/r 48 PEA.' STD. DA10. *6 /YOTE,? SE('l//C'E /9 SA. G EA. 3 EA IA/9T.4L4 DEAD ENO 6,0X/-OFF 49 PEA? STD. OW4. °`7 /EA 1N9TALL 6 ­W7 ,r R. 64lX 140LAS 4 EA. IA19TAII G­ ;r4RP /N6 YA114ES 2E.L /A/.9TgLL /Z r(; - TAPP /.VG SLEEVES 2E4 O/sTA?icr ro /,VSTgL L s/ .YiET�R eNO BOXES /3 EA 6 EA 3E4 /N.47-i44[, 6 XG" X G" fl. TEE / CA. 3. PAVING AND BASE SECTIONS LISTED IN THE QUANTITY ESTIMATE ARE FOR BIDDING PURPOSES ONLY AND ARE SU8JECT TO REVISION UPON RECEIPT OF 301L5 TESL 4. CURS DATA REFERS To FACE OFCUR8. S. ALL WORK SHALL BE PREFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1973 EDITION. 6. CONTRACTOR SHALL OBTAIN A PERMIT AND REQUEST INSPECTION FROM CITY ENGINEERING DEPARTMENT TO BE MADE 48 HOURS IN ADVANCE OF PERFORMING WORK. TELEPHONE: 556 -5323. 7, THE AMOUNT OFASPHALT BINDER TO BEMIXEO WITH ME AGNERAL AGGREGATE SHALL BE 5.6 %± SY DRY WEIGHZ THE EXACT AMOUNT WILL BE DETERMINED BY THECITY ENGINEER. 8. THE CITY OF004TA MESA WILL P4 FOR PIEINITIAL SOIL AND MATERIALS TEST AN'Y SUBSEQUENT SOIL ANDMATERIU9 TESTS DEEMED NECESSARY DUE TO THE FAILURE OF THE INITIAL TESTS WILL BE AT THE CONTRACTORS EXPENSE. 9. WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED THE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED 70 PROPERTY LINE PER CITY OF COSTA MESA STANDARD PLANS. LOCATION, TYPE AND WIDTq ARE TO BE APPROVED BY THE C17Y ENGINEER. 10. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO ANY SURFACE WORK IN rHE PUBLIC •RIGHT -0F• WAY. Il. STREET LIGHTS TO BE INSTALLED PER CITY OF COSTA MESA STD. DWG' 0 701, THE F'NAL LOCATIONS SUBJECT TO CITY ENGINEERS APPROVAL. 12. STREET NAME SIGNS TD BE INSTALLED BACK OFCURB OR ON BRACKET MOUNTED STREET LIGHT POLE, PER CITY OF COSTA MESA STD DWG N =' 606. 13 STAMP "S" ON CURB AT ALL SEWER LATERAL LOCATIONS. 14, ANY CITY BENC.N MARK, MONU,WfAVT OR TIES DESTROYED OR DISTURBED DURING CONSTRUCTION SHAU- BE REPLACED. ANY CHANGE W LOCATION OR ELEVATIONS SHALL BER£PORTED TD THE CITY ENGINEER BY A LICENSED SURVEYOR ON 8� /e "x 11" LOOSE LEAF(ONE SIDE ONLY) SNOWING LOCATION AND TIES OR LEYEL RUN. 15. PROTECT ALL EXISTING UTILITIES X PLACE. 16. CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS, BARRICADES, AND CTHER TRAFFIC CONTROL OR WARNING DEVICES, INCLL,'D/NG FLAGMEN, AS MAY BE REQUIRED BY THE ENGINEER. ALL 176M8 MENTIONED SHALL. BE IN CONFORMANCE WITH THE CJRRENT REQUIREMENrSAS SPECIFIED 1N THE LATEST EDITION OF THE "CONSTRUCT ION SAFETY ORDERS" FAILURE 70 00 SO WILL BE C77E0 UNDER APPLICABLE SEC OF TAE 0VC. CORRECTIVE 6VSTS TO THE CITY CIYLL BE CHARGED. " /I.. PAYfAA"77NICKNfSS AS SHONVN, IS BA50 OW AW ASS11AAED ;e' YAII/E Of 5. DURING C•ON37L'UC rIoN A SOILS TEST SHALL BE MADE TO DETEkM7NE T//,C ACAL/AL .P - VALUE AND 711E P,4YEMEW7 7111C16Wf8S ADJUSTED ACCOA'D/.I/GLY. TESTS SHAL! BF MADE BY A LICENSED SOILS EA/G/A/EfA'. I- . SEWER NOTES 1. THE SEWER SYSTEM SHALL CONFORM TO rllE 5TIN04RDS OFTHE COSTA MESA SANITARY DISTRICT. 2. G "V. CP HOUSE CONNECTIONS SHALL BE CONSTRUCTED FRAM 77IE SEWER MANN 70TNE PROPERTY LINE FOR EACH LOT 3. THE DEVELOPER SHALL FURAI/SH TAW SEWER CONTRACTOR W17114 PZOT PLAN /WOICARAIG THE RECOMMENLrD LOCATIONS OF THE HOUSE CONNECTION FOR EACH LOT PRIOR TO SEWER MANN C 5A(STRUC77ON. 4. MANHOLES SHALL BE BRICK OR PRECAST CONCRETE AS MANUFACTURED BYAS50CMTO CONCRETE PRODUCTS HNC. OR APPROVED EQUAL. 5, SEWER MANHOLE FRAME i COVER SHALL BEALHAMBRA FOUNDARY 4-1270 ORAPPROVED EQUAL. a ALL SEWER MANHOLE FRAMES i COVERS SHALL BE LEFT G "BELOW FINISHED GRADE. 7 ALL SEWER HOUSE COVNEC710419 SHALL BE PLACED PRIOR TO SURFACING OF STREETS. 8. THE SEWER CONTRACTOR SHALL RA /SE THE MANHOLE FX4hV I COVER TORAVISH GRADEAFTER STREET SURFACING IB COMPLETED. 9. CLAY PIPE JOINTS SHALL BEMECHANICAL COMPRESSION JOINTS, "WEDGE -COCK; "SPEED-SEAL MAINLINE "OR : APPROYED EQUAL. IN NO CASs WILL JOINTING MATERNAL USING NEAT PORTLAND CEMENT MORTAR ORGRLV/r BE PERMITEO. 10. STAMP "S" ON CY/RB AT ALL SEWER LATERAL LOCATIOA19. IL CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OFTNE SANITARY DISTRICT ENGINEER 24 HOURS PR /OR TO COMMENCEMENT OF WORK. TELEPHONE : 554 -5400. 12. PERMITS REQUIRED SHALL BEOBTA/NEO FROM THE STREET DEPARTMENT; 77FA /RORIVE; C097A MESA. I 13. NO& MOT DOME 10 TOE KKEMCE OF TIDE 016;EMG10EEQ 02 014 AOT90127 D AGEdr, 15 5U6JECT TO 2EXCT1011, _TYP /CAL AIATER� 949yeR 56011CLf , I Al I a I WATER NOTES 1. CONTRACTOR TO HAVE OAI JOB -SITE COPY OF 1974 STANDARD SPEC. ON SITE AT ALL T/ME9. i A1` 1 CHEYENNE 2. 48 HOURS NOTICE TO BE GIVEN PRIOR TO CONSTRUCTIONt C7/4) 6 5210 3. BOND TO BE POSTED AT CON PLIFTAW OF PRLUECTFOR /Orttr4L7 I CMT Of WATER FACILIhES TO BE HELD aV6 YEAR. PAULA R i N O 4. ALL WORK TO CONFORM TO 7yE STANDARD SPEC /FICAT/ONS OF THE COSTA MESA COUNTY WATER DISTRICT, Ex.ivr.d AV E. \ REVISED EDITION /974. _.: - SAN DIEGO F W Y S. REQUIRED SEPERATION BETWEEN WATER MAINS AND SANITATION SEWERS ; IO' HORIZONTAL AND 3' VERT /CAL. SE K .� jS�JEET_� TO L.A. TO S. D. SEE STATE HEALTH COOS FOR SPECIAL CONDITIONS. j q 6. ALL RAN CHECK I&SAIFCnONANDfN6 /NEEQ /N6 DEP917 94LlBEAUOfPR /QF709 /GA147arEAcGENf z M J ST j CHEYENNE +LlN4GER• a 7• 4 NA129 /1111 BE PNrE.0 Jr THE Cdt/PCE77LW Of PA'OJECT fOR /07; OF ACTLWL COST AND !r /LL 9E HELD {. 1 2 PAR. 1 1 2 Q 13 P \ C FO,Q ONE YEWR- COAlrXACTO,Q 70 ~7' BOND. Oa p Z , SEA/C ITERL9 N BE crr , O DE 8 COrBTOAe P/ r N6 /STm ALLAT /ON w T,m I OF WE2 A . orC3 AND OoXES N EPAiT Va[ Q . Bf Pr49U1Rf,0 FROM l/W COSTA AffSA COUNTY A147ER QIS7R7Cl fOR CON97R41C710N of V J Z BAKER ST �-p WATER /MPRO4E,yENTS. ,- TRACT N O. F W C /O. CONTRAC70R 5IYALl REOUESl /NSf)<CT /ON FL'OM711f Off /CE OF THE W,(7fR IYSTRICT mclAurEA' 24 HOURS 4 O 3 PA R.2 4 3 J w 12 l l \��s PkIOR 70 COAW, ,h CEW1fNT AF H/ORK. lfl EPl10Nf : 556 - S210 r_ z = n "VA LOCATION MAPS As N - HELEN CIRCLE c o SCALE) .r c F-- SE E SH ET 2 - COSTA MESA SANITARY DISTRICT 5 [Y 6 PAR. 3 5 6 7 8 9 10 \ APPROVED BY H g 8 DONALD E.STEVENS RC.E 11OGG DATE KEY MAP PREPARED BY COSTA MESA COUNTY WATER DISTRICT ' SCALE'. 7 - 100 4482 BEACH RBLVDI SUITE CO. (714) 55 D BY r WESTMINSTER CALIF. PHA714) G38 -3522 U MER HE PERVI SION OF APPROVED BY .I�i `/ DELBERT D. BOYER R.C.E.13542 DATE GENERAL` MANAGER �- DATE { i REVISIONS ISIONS CONTRACTOR REFERENCES DESIGNED BY DATE CHECKED BY DATE STREET, SEWER AND `IVATER IMPROVEMENT PLANS FQ (� SHEET NO DATE DESCRIPTION APP FIELD BOOK PAGE BENCH MARK NO. 159 CCM REFERENCE PLANS DRAWN BY CHECKED BY OF ELEVATION 35.06 NOTE TO CONTRACTOR RECOMMENDED BY RIGHT OF WAY ACOUIREP TRAC T NO. 9383, TRACT 94'3, PARCEL MAP S76 -06. 3 DESCRIPTION Q 5 W RET. STANDARD DRAWING NOS TITLE SHEET I WORK STARTED BABE S PgUL ARINO ASSIST CITY ENGINEER RIGHT OF WAY AGENT WORK ACCEPTED (COSTA MESA DATUM) APPROVED BY; INSPECTED BY I ' CITY ENGINEER • ,i..rsNa -.... .-_�. .. 'sm. .a .�.. _ _..r •. . I -.'- -. Y .. y:__.. - / .. . ..._._. v m......`M.tk . , 6«...x +r •- .m.. .. u . «u•.. PLAN NUMBER CITY OF COSTA MESA DEPARTMENT )OF ENGINEERING SERVICES A u •• to :l