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1998-5683 I (Plans) GEAAL NOTES 1. A PDW .AWL AE COMM nW 1W DVCN fS OVMWDR11MG 21 7W EACK P FREPAR11NG PES£ PANS WL AVr Of A9°GYV5W fW NCINITAS TOWN C NT R SERMES DEPARMW fOR ANY MI7YPIY W7hW 7HE STREET R1G/IT -OI- OR LAIME fOR G1WU11AWZfV Aw MES TU 6W LAS AV TMESE RAMS MNY. ALL G'i4AXS 117 PEE ROAMS MJSr BE AV NR1T11VG MV7 AVST BE APPROVED 8r 7W PREPAR£R Or T7,ESE A54A6 ?. 1W S7RUC7Uft SEC" S9MU K AV ACtiOMoIMCE M/1H 07Y Or PHASE II E7K WrAS PCMIX RM S7914LI40S: R WILLIE 7ES7S 9WL ar ??. AL 7a M/1m 175E PI'Jl w RICr1R/T -0r wAr _%V Aw firm O. RLrOUIRED mw >D CgNSTRCICIXYV. 2.3 ALL SJGyVS SnNL[ BLr AtLAIAlIKAf/ KITH .3A/ MCI NVTEAI,Sr7Y 1'YRr .3 APP1Rl7VAL Or P E5F A f WVWMW ROANS AS 9VMIY DOES AKIT REYECTN£ Mar a? fW1VAL£NT. CaV5777WT AAPpIPtOw Or ANY C A51RGCWN OUISff PC PRaEL7 BrX/AWY. 24 ALL AFW S7RII°W AiV S4MmAvw Or R1EDIIA W S11?PW 9 WL I t 8E DW BY CCYVMACMR! 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W a' MIT Or RLrCA?D GYP AVr SIX W ON #fV ROAM,£ SOtS E7 7P OR X&OIG V MU 9#fRVISE ALL Qei W ACPWY _ - - - AV Gw MA7 CDWACWN STASUTY O' PC WE - �' - — — � M7 AA a L OCiA11CAV m AZE?9111l71V Qr AMI°RI7V£AIlE7NTS 70 AE ABET BY ww m (CITY OF CA RLSBAD) � +, /T �A � Of COWS .9WL BE C1 Vrffl LED BY RaD PROR rO _ '`rD C2VSTRGti&W Or A" ~ QO+V W7W MKL AA*E DRCOR TTY 0rAYAn WS AW LMIF Ea'/S'TA'VG L#WXWMW FACUMS J , - Si'ArFJt f)m r A wsw or caysT1PrJcmw 717 P sAwr RlrY1 -we M ADM Ar RIENSAOWS A E A MFSSW arCAUSE 6F ACRA LOrAnoW Or lr LaxS'TAI�G FACVTFS SO /LS ENO/N££R S CERT/F /CAT£ L� C A7 M C0V7RACTLYP _WV #OW SW GS ACID EZfC1R1C t SEAN COLORADO 1 INCIPALLY DOING B U SINESS IIV THE REGISTERED CIVIL ENGINEER IN THE STATE � CO~ PRIOR M STARn MW a�,M,Y FAL�C MS MD FCALIFORNIA, Q PR HE FIELD OF ' APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT SAMPLINGS 964U 964U bIARl7Y/W1E A15/1'iER POW MA°ANY RE)°RESENTA716ES AND STUDIES OF THE SOIL CONDITIONS PREVALENT WITHIN - 1f W DB7S EIEL^TRX,AL ARV CAS' .9rRMn WPM PC THIS SrTE WERE MADE OR REVIEWED 6Y ME OR MADE UNDER Pt%VU OWN ARE W7AUAnVAfS fW MY DIRECTION BETWEEN THE DATES SEPTEMBER 19, 1995 AND ! LOICA7XW IV H.F 71WX GI UT AM7 CAS ARK AV MARCH 28 2000 WITH SOILS REPORTS GENERATED ENTITLED I f A9 aWTACT SAN D1EG1O Q4S & ELECTRIC "GEOTECHNICAL INVEST {GATION, ENCINITAS RANCH - PLAZA 6 1 r! 1 COWANY TEZEA'iOAC (&V) 422 -41.L3 Z ENCINITAS RANCH, TM 94 -066, ENCINITAS,CALIF0F2NIA ", K MAP DATED MAY 17, 1996, PROJECT NO. 4940028 -008; SO 1 LS REPORTENTrTLED "LIM ITED GEOTECH (CA L. INVESTIGATION. SCALE: 1' = 60' AI w CtiiV116IG'1t�P 9m IM71A�Y AIG>FIC JELL /lRll�t 117 S'TII+PIAVG NOW PROPI�SED WILDLIFE UNDERCROSSING � GARDEN VIEW ROAD AEAR COWANY FACC/IKrS AM7 9AU CYIOYPlPAWE MS Mt71R><l MIIH ENCINITAS TOWN CENTER - PHASE II,ENCINITAS CALIFORNIA'S COMPAW REP�ES£NrA77 DATED NOVEMBER Z4 1999, PROJECT NO. 940028 -026; AND SHEET INDEX AC1TiC'1�' 1NERE' DZn )EtD*& r SEROGES M11MN )W AMECT SOILS REPORT ENTITLkD "UPDATE GEorEcHNICAL INVE9T'IG- 8"LI419Y MhACH ARE ZpyDDPGR0&ND h%5TAUAr10A6 p MR TION, THE PROMENADE ENCIN RANCH, ENCINITAS RANCH, SHT. N0, LOC4MV Or C4ffff MA? ARPUR"4M^ES CONTACT PAC#r TM 94-066, ENCINITAS, CALIFORNIA ; DATED MARCH Z8, 2000, 1 TIRE SHEET/NOTES Ba4, nEZE7WOW ( &V) 422 -41JJ PRoJEcr NO. 4940028-027. ONE COMPLETE COPYOFEACH OF PUBLIC STREET CLASSIFICATIONS THESE SOILS REPORTS COMPILED FROM rHE RESPECTIVE T NOTESAEGEND STREET NAME CLASSIFICATION DESIGN SPEED CITY R $ SIMtt W nW 1413POV-99C/lr OF 1ff DES 70 COWVACr At STUDIES, WITH MY RECOMMENDATIONS HAS BEEN 91113M ITED U7 TrA Apy � V ar RE P14OVS0 �%V7� A K AV TO THE OFFICE OF THE CrTY ENGINEER. FukrH CALLE BARCELONA COLLECTOR (106' ROW 45 M PH ENCINITAS ERMORE, I HAVE 3 STREET SECTIONS/DEXS CALLE ELONA COLLECTOR 84' ROW 45 PH ENCINITAS �cAyP TAE COST OF REZ0C4n NS; F AEEDIEV REVIEWED THESE IMPROVEMENT PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT 4 SURFACE IMPROVEMENTS/ CALLS BARCELONA SECONDARY ARTERIAL 84' ROW 40 MPH CARLSBAD 1O ,9t1PbJt',E3 Ny 11 5' Pl4CLEGT ARf FOR THE PROJECT HAVE BEEN INCORPORATED IN THE OTER AND RECYCLED wpITER Ni1PROVEMEMS/ /5T,ACLA7&6' fnrP Lar.A77aN Or CAerES AIAA7 AMP"/IC'£5 IMPROVEMENT PLANS AND SP ECI F 1 CAT IO N S OWNER /PERM/TEE STA MMENT STORM DRAIN IIPROVEYENTS CONTACT (S'X7) 422 -41.A s MEDIAN IMPROVEMENTS It AMP Si7t*M AV MRS SE7PTM SIM77 LAC2/75' _9 KL AT Si'A W a? 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YERS RCE 38474 Ea'P .3/.31/01 6141E CAI 19 AU PINK ,S NU ar WE AV AXOPLLIAti r WN )W SrAVM REQUIRES A DIGALERT IDENTIFICATION NUMBER 9pEG)FlIG4rM FOR PWIX NOR7KS COkS'7RGC7XAW ( LAMST EGYTIONI), BE ISSUED BEFORE A "PERMIT TO EXCAVATE nW SW DIEAO STANg4R0 .70N PR17149aWS 717 7W SAWWAV WILL BE VALID. FOR YOUR DIGAI.ERT I.D. NUMBER 9T0WAnW fOR PUBW W00*5 Cl7Mr5'11PGCTitAM (ADOPTED BY 7P,Lr CALL UNDERGROUND SERVICE ALERT PA WW SW DIEGO RELAL STANClU4O)S CIAUNA77FE), AND 7W SW LIFO TOLL FREE 1 - 800 - 422 - 4133 t ff MW STA*WUV DYP4N79VGS (LATEST Ea770W). Two WORKING DAYS BEFORE YOU DIG. 2a PC CaYnN7W AQVS Mr AE _9KL ASSW SLED AIMO 0 M UTF "AS -BUILT " IV wsmflr fa? " WE CmiT off ARM 1w CIAUIPSF OF caysINCcnm ar 7M5 ARa#U,, A4aM S1FE7Y Or ALL P17P.'SGWS n MAO PRDIYW, #A4T MC fiE0&>QEAAENT 9ALL AFR r 05W7WVJ2Y COUNTY OF SAN DIEGO � 00 AM7 MI ar LWIED IV M7yPW Na�PKM AVWS AW 7MT 7W PARTM NT F HEALTH SERVICES COMMUNITY SERVICES VICINITY MAP O CYaAl1R4Cra? 9AU AgM, Ati�Y AW H&D 1W OWWR AAV ME DE E 0 P.E. EXP. DATE NO SCALE A I EJVr;A f& MRAlOES fROIU ANY AAID ALL U4BIUTY, REEAL GYP AUEGED, 1 0) AV caw N1TH ME RERFOYP AWT Or MW ON #6 AtIAECT, EYCEP7>IVIG fOR LA49U7Y AWW FR OW 7W SYXE AE�CE OF PC APP�aved - iPl� REVIEWED BY: _ OWWR GYP 77Ar DV&W£ERP. Date: �� B /� J.�/io DATE INSPECTOR DATE Qa or-ESS,O + �O � COMMUNITY DEVELOPMENT ENCINITAS FIRE PROTECTION DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT LEUCADIA COUNTY WATER DISTRICT Q �� �. MA y F 7 ! I EI<S & ASSOCIATES ES a s o Civil Engineering, Inc. POTABLE WATER SYSTEM APPROVAL RECYCLED WATER SYSTEM APPROVAL PUBLIC SEWER SYSTEM APPROVAL Z PLANNING - ENGINEERING - SURVEYING . . No. 34474 m 19 Spectrum Pointe Drive - Suite 609 V'1 Ci App roved b roved b - W ZELMAN RETAIL PARTNERS Lake Forest, CA 92630 Approved by: we1E 9 Mva, utE l ] (949) 599 -0870 civ►�. �� D3a (949) 599 -0880 Fax W 4+ LIil 3 . r' •Q (' Z- 13 0 0 , Oo 433550 1Z. ,1 S . o0 433550 LW MIK= OX FORM M17 6ttp: / /www.mayersciviLca BY• oti� � ,. Dote: !z,/.� /.v F OFCAt - is (213) 5s3-8100 FAX (213) =-Mlle n Z Z DATE DATE R. .E. 00fis DATE: JOB NUMBER R. .E. 48&3 DATE: JOB NUMBER _ REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ° DR1 '"�' APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. L 0 - DESCRIPTION: TOP OF BRASS DU IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMEN ED APPRO IMPROVEMENT PLANS FOR: TM 94 -066 MONUMEW, HORIZONTAL AS SHMN DATE: BY: M10 BY: CALLE BARCELONA / GARDEN VIEW ROAD EXMON 5683 -1 LOCATION: STA. 64 +24 EL CAMINO REAL RECORDED FROM CO- VERT. CONTROLPG.105 VERTICAL •`•t R.C.E. NO: 38474 DATE: 3/qi O 1 DAw_- I --q O! TITL ELEVATION: 120.20 DATUM: Y.S.L. REGIS RED cmL ENGINEER EXP: 3/31/01 T.M. NO. 94 -066 pIU!'ipRNMt W"1 WIM ft =-"83 SHEET I OF 1 _j F \.TUBS \981033 \9833I01 9 -8 -00 VM49 pm EST XREFS19833I _STR,..7UTL,..UTL RECYCLED WATER NOTES WATER NOTES SEWER NOTES WM TO K WK-- OLIVENHAIN MUNICIPAL WATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT LEUCADIA COUNTY WATER DISTRICT ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE ST FOR ROX W ORK I. AV7ER SYSTEM Sg4U COWfOi M TO Thf RULES AND RfGULATONS fOR RECL4WD I. 07ER NORKS SH411 BE CONSTRUCTED IN ACC0R04NG'£ W`7H 7H£ DET6ES AND 1. ALL #VW SMALL BE IN ACCORDANCE #7H THE L£L/C" COUNTY WATER 967RICT CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD AND MW- POTABLE 047E? SERVICE OF M OLIVENri IN AK/NA^ /PAL WATER DISNCr,, M40Ei4LS AS - 70#70 AV THE OCNE71f,64/N M NICIPAL WATER DISTRICT STAOUPD (LC.W.D.) STANDARD SPECIRC477ONS. SPECIFlCATTONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS ORDINANCE W. 175, ZWA!D AMRCH, 109. SPEC 1f7CAA fOR 7W 0045 liL7ON OF WATER MV6 AND FACW0; DATED COMMITTEE), AND THE AND DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). 2 X47FR NORKS S964LL BE CVN57PW7D N ACL>O?DWE WITH 7hf DETAIL 8 A07FAMS DIECEMSER 1987 W N REWSM. CWMC70R SHALL HAVE A COPY OF THE 2 THE CMMCMR SHALL SECURE A PERMIT f 17 CONSTRUCRON PRIOR TO ANY AS SPECIRED AV THE OIU4EMM AICIN/C'JPAL 07TR D67RKT STANDARD SPECIRC40NS STANDARD SPECFV4 ON IMF ./CJI9 SITE AT ALL TAMES: C10NSMUCLUN. fOR 7W COA57RIC77ON Of N147ER MN/NS AND FACIL/11ES LN70 DECEMBER 1987, 2 AO NV W AMY 6EGIN OR PR &V WITMOUT DIRECTION OF L7YSMCT'S INSPECTOR ,3. LCWA STAN04RD SPEW IIC4Wa ARE AVAILABLE AT THE DISTRICT OFFICE. LE GEND 017H REMObS AND AN71OYf1£D hfREN77H COWTR 707 SIWU MW A COPY OF THE INSPECTOR'S SCHEMILM MIST BE 24 -48 MaURS N ADVANCE OF #W. STA45M SPEC#rAIVA6 OW THE " SITE AT ALL 733 S: 4 7HE DYPA#MVS AMP THE DATA HEREON ARE HEREBY ANOF A PART OF T}IE DESCRIPTION DWG. N0. SYMBOL 3 MO m71R1R' AMY firov GYP PR= WHOUT DIRE C" OF DITWT AVSP£CMR. .3. WE5fW ELEVATIONS AND GRADES ARE NOT ShICINV ON THTE WN7FR AMN PROR14 SPE (SDRSD UNLESS NOTED) AVSPECTORSP SCHEDULING U67 BE• 24 -48 HOURS AV AOOWE OF MW.. TOP OF PIPE PERIORY IS 48 -AN YES &ZOW CENTERLAIIE FINISH GRADE OF STREET. 5 AND RE WOW SMALL BE M40F TO TNESE PLANS #n7 UT THE APPROVAL OIL 7W 4. WHERE &EVATIVA6 MID GRADES ARE NOT SH9W OW 7W 0 7E MW PERIORLE; 4 INSTALL A AA9N /MUM 1 -ANCf/ AIRIER SERNC£ lt7 EACH LOT. DIETER TO 6E LOrITID LC.ND. A.C. P4V11V PER GDW9M MTERS f? 1171° OF Plpf PER0f1L£ LS 66- AM^hfs 6iELOw CEMDPLAI4E OF fAM►SH GR401E GYr STREET 5 -fn7 fROV A SJOIE LOT LM(E. A J14-AM MGH LETTER '11'' S75t4I BE CY//SEZ£D _ _ 5 LOC47M OF R1EM N OFF 101ER AfTFRS ARE 9AMCT M APPROVAL By 057RICTS, AN TOIP OF D S77M CURB GYP A #WW7FD AN MY alff8 AT ALL wwER Smxr 6 APPROVAL OF THIS ROAN BY LC.W.D. DOES ANOT CON.57TlUTE A RfPfif3f TATKIW OF 6" TYPE 'G' CiUm & AU17DP_ . . . . . . . . . _ G? . . . . . . . . . . . . . . A 6PEC70R 3 14 -MW'H MGH LETTERS 'DPW' swu BE C1fl'SEZED Av w of DZT- CWSSIACS TO THE ACL'7IRACY OF THE LOC477ON OF, OR THE D07DWE OR NOND(ISTENCE OF AG CUR8 GYP A #WNTED AV ANEW CURB AT ALL RECLAWD 047ER SERMCE CROSS/NG5 ANY t4kV0 6'RbUNO UTILITY, PIP£ OR STRUCTURE WITHIN LAIN7S OF THIS PROJECT A006I R7m 8" TYPE 49-1' A�4N CMW . . . . . .. . . . . . . . . . . . . . . 6. Ai4AK,NL ATP RELEASE S7A4LL BE A15TALLED AT ALL MGfJ Pq/NTS AMO BCOw- OIcf3' S 'It'4NUK A4? RELEASE SWL BE AKSTA[1E0 AT ALL MGH PbN/VT5 AND NOW-OIL S' AV ALL MM1ER MW PI4O�£ AT ALL LOW POINTS AN THE WA7ER MN/N PROfZE. FIRE fIYDVPAN7S AMY BE USED 7. CONT?4Cr0R S7/ALL A4977FY L C WA 48 hWRS IN ADVANCE OF B£GIAWlAG NOW 6" AC BON, TYPE' iI "_ . . . . . . . . . . . _ G -5 . . . . . . . . . . . . . . AT ALL LOW RI7I A AV LAFI/ OF A M4NUAL ARP RELEASE OIR BLOW -Off WN£N LOC4TED AT OR WAR SO TfA4T AVSPPEC77ON CW bf PROVIDED 7. t4f= OPHERIIISE DOTED, COMN£CIXOi S rO Ea75'W M4*S• -9MLL X AMDIE DPI: WN GYP LOW POINTS. ANNUAL ARP RELEASES' AAD BLOW -OF S SHILL BE LOCi47E0 P. G G S�' IE11�ItX. . . . . . . . . . . . G-7, G -9, G- f0 _ . . . _ 77- 7W 7A C AND DURATION X ANY SHUTDOWNS OF Ea7S71ANG M06 SJA U BE SW- BEHIND CURB AMD SIDEWALK AV A 17"x30' AFTER BOX. 8 7W LC WD. NSPEC70R SA NIL BE fUR ffSHED THREE SETT OF CUT SHEETS . , • . , , •. AECT 70 APPROVAL BY M LN(SWT. DISTRICT SHALL X A4777RED 7W t7 WEEKS PEV E5TRHN RADA° . . . . . . . . . . . . . . . . . G-27 T IP£ ii ; G -J? MWIAICJN/ AV ADVANCE OF ANY SHfff70WlV. 8 UNLESS 07WRM75£ NOTM, CVAWC7XKfS 70 Ea7SW MMAVS SHALL BE APPE DRY 9 7HE COMRAC70R SMALL CONfORM TO LABOR CODE SEC77ON 62.05 BY SU9k7777AV 8 LA tr VNW3; WHERE REOWWD AT STREET ANTERSECTAANS S?AHLL OF LOCATED ON 7NE TW AND DURA7700V OF ANY SHUTDOWNS OF Ea7S77ANG AWNS SH+4LL BE A DETAILED PLAN S YO 7W THE DESIGN OF SHORING, BRACING, SLOP'NG OR OTHER AORTAL 6FAM W40 ME _ . . . . . . . . . . . _ M-N-41, G41L7XW A77_ _ n n n n 7Hf PROLOArALI0N OF 7ME STREET RIGHT -OF WAY WN£NEIER POSYME. SUBJECT 70 APPROVAL BY 1hTE DISTRICT. DICSIRICT SHALL BE A1077RED 7XV WEEKS PROVISIONS 70 8E M40E fOR #VRK PROTEC77ON fRIOM THE HAZARD OF C4 OW ANNIMUM AV ADVANCE OF ANY 9WJ7DO#W GROUND WRING 77C D(C4VA7XAV OF SUCH 7RENCH OR 7REWHES OR DURING 7HE STREET SXV . ... . . ................ .. .. .. . . .. .... L 9 CaVM 4C1t7YP SMALL ff" ALL AMPOSED 1R WH NNORK M7H C41,/OSM A COPY PIPE INS)ALLA71ON IHERE7N. THIS PLAN MUST BE PREPARED fOIR ALL 7REACHES OF D(EMPIXIW LETTER OR hl?t 'M1NG PfRNNT, F RE(XIIRIV SYA U bF SI IBA //TTED 7 caymC70R S1NLL CEOIORDA07F W17H DISTRICT ALL AgRAWEMEN7S fVR hVH- LINING FAC fZTT OR AOW AN DIEPIH MID APPROVED BY 7N£ OWNER PRIOR 70 D(C4VA- STREET LK2/T & A!fL BIOX w /AA�YP B4.S� fDIJlVp411CC�iN �� 70 7hf' DIS7R/CT PRIOR 70 CONSTRUCTION TEMPO SER fS, ETC., PRIOR 70 9WJ7VOW 6.. 77ON. F THE PUN VARIES FROM 7H£ SHORING SYSTEM STAND0 ESTABLISHED 250 TWAT, RP. SO�OR N/ LAW . . . . . . . E - -1, E -2........... 0. ALL Ea'/SfiNG FACILITIES MfICH ANY AFFECT f71VAL DIESAGN, /.£.: LINE LINE CRO.SS'/ANG'S; BY THE C�lION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A 1 LAVE Pte, GYP P WH M ClA FA S DE N, FED VER/f7ED ALL 8. LANE VALVES, WHERE REQUIRED, AT STREET INTERSECTIONS SWL BE LOG4TED ON REGISTERED CAI OR S7RU 7URAL E)VG/NEER AT 7W CON7RACTORS EXPENSE. RCP, S/0M DYP�IAV_ . . . . . . . . . . . . . . _ D - W _ . . . . . . . . . . . _ D(STINS OR PROPOSED LMWY C)4059%S, OR LMLIIIET W/7W 10 -fFET OF P90- THE PIR7LO�IG4IXJN OF 1N£ STREET RIGHT -Ole WAY NHENE729P POSSIBLE POSED WATER AMlNS, SfA4LL BE .57�MIV OW AIA°140VFA�f7iNT PLANS 10. SAES REPORTS S7A4LL 6E 57IE4N/ITED 70 LC.W'D. BY A OLf4LA`IED SONS EiNG/NEER 9. FIRE HYDRANTS, AS APPROVED BY 7HE APPROPRIATE FIRE DISTRICT, ARE TU 8E wIlm C1F•R7 na T r 1RfwH muff LL wAs CON/PACIED AS DIRECTED BY THE TYPE 49' CMW AVICET_ . . . . . . . . . . . . . _ D-2, D-11, D - 1Z _ _ o 11. THE 07ER SYSTEM 9ML BE PRISSUT IES7ED AV ACCYIYPDWE' W H 7W P 0CE ANSfALLED AT LOC477ONS SP£C/f7ED BY TH£ FIRE OVSWT SOILS EWNEER AN ACC'OR004^F NITH ON -SITE E4RTHWORK SP£ClfIG471046 AND DUiPES AV M STARW SPEC#XA7I5NS. 1hf CYASS OF PRE - 90ILL W USED Lcwo. SPECIRC47m.. TYPE 4r c4my 849V . . . . . . . . . . . . . . D D _ . . . . .. . . _ AS 7hf AETAGA0759 WIORA'M AW3SURE MR 7ESTIANG ALL PPE, VALVES (CLOSE70) 10 CaVMCMR ShNLL RENEW ALL PROPOSED TRENCH WORK W11H CA110SH4 A COPY AND APPURTEAWNCES: OF D(EMPTUN LE77ER OR TRENCHING PERMiT, if REWIR D, SHALL BE SU811/ITTED 11. ALL L075 SMALL BE SERVED BY A 4 /NCH (47 V.C.P. OR P.VC. LATERAL SET AT A TYPE A' S'Tt7 m DIPMV CKEi4M7m... D-9, D- I I _ . . . . . . . . _ v- 12 CON7R4CTDR rO TAE OFF ALL WVW LOC471CJWS AM7 PROVTAE MRl1TI71N DIWAMAS M 7HE DISTRCT PRIOR M 00W 7RUC770N OF 55 FEET BELOW >CP OF C!/RB AT PROPERTY LAME; UNLESS 07HER1WISE RYG51T OF ING4r_ .... _ 70 AVSPEORR AMNCIR7EZY tMV A 5TALLATAOW OF VALVES It ALL DZ7/NG FACA_/17ES W hrH ANY AFFECT RK I MV,, I.E., LAVE" CROSSIM25, A89WV BY LC.WLD. 1.3 7W S+U%ZS'iM AND RE" OFALL SU91#77ALS AS REWRED BY 7W STAN0UP0 LAME PARALLELING, OAR A%fVSED CONNECITONS, SWL BE R7EZD KPIRED. ALL 4RY _ _ - - SPEW ICA77ONS ARE M BE ACC0kR19ff D PR)OR 70 7HE PRE- 00W57AWTION D(577AIG OR PRISED UTILITY CROSSINGS, OR L XITES WITHIN 10 -fFET OF PRO- 12 ALL AN/NS AND LATERALS SIAILL BE CONSTRUCTED WITH ANY COWR OF 48 INCHES: RfTAXAV XUL _ . . . . . . . . . . . . . . .PAR $4R.W . APW . . . . . _ A077NG W97H THE DISTR rS INSPECTOR. POSED 07FR AN/NS, S)'wL BE sww OW AIN°RIOVEMENT PLANS 1.3. ALL LATERALS SHALL BE cowsTRUCTEO GYEAR OF DRM1WAYS STREET SlaPVfY A0OWI'JNIL71?........... AIL10............. 14 RECLAIMED WAIF? MW SHALL BE PURPLE PVC PIPE C -9100, 12. ALL WATER SE fOR APR/G47M,, ANA77PL£ RESIDENTM CON/PLEXET AND CAN - WITH 2- AA.FTAUX TAPE, CON77MVUS STRIPS, STAA/PED WECLA411fD wA7FR : MERCIAL OR ANDUSMX LmOPMEMS SH4U MW AN APPRIOVFD 84CMOW POE- 14. ALL PIPES SINLL HAVE A AAWAI/UM OF 4 INCHES (47 OF CRUSHED ROCK BEODW STRIPS 9A4U BE SET AT TOP OF PPE AND AT 12" BELOW f7NISH GyPADE W7V77ON OEV1r'E OW CUSTOfN/ER'S SIDLE OF WATER DIETER AND A ANNWOW OF 12 /ARCHES (127 OF CRUSHED ROCK COVER AS SHOW ON 15 ALL XR.F 1X)NS (MOIRIZOINTAL AND VER7nk) SWI BE M40E BY USE OF "T LC.W.D. STANDARD DR07AAG S -12 COUPLAVGS WITH 4' AWIRIM AMEC71ON PER C19UPLM (2' PER "N7) NO 13 THE 0117FR SYSTEM SWL BE P MURE TESTED IN ACCO,+904WE WITH 7W PRWE- 0LIVENHAIN MUNICIPAL WATER DISTRICT ITEMS CO M W.D. STD DWGs.) &70AV (CURVING) OF PIPE M41L BE PEREI/MD. DUKES IN 7HE STAN0UP0 SPEC /f7CATIINS. THE GYSS OF P'PE SWI BE USED AS 15 MIXING GYM CON5RfY /S MDT PERMITTED NIThOUT PERMISSION OF LC.W.D.. 16 MN A0V -IR4FW AND LANDSCAPE ARC RE7NR7R^ED BASS COVERS S761LL BE 7NF OE=M IED NORIONG RIFSSURE fOYR TESTING ALL PIPE, VALVES (CLOSED) AND ffiTc�E USED AV LIEU OF COWICRETE COVERS fOR METER 60XES OW METERS LARGER 7H4V APPURTENANCES: 16 ALL CIONCREIF 7ES77NG REOURED BY THE LC.W! DIST CT WILL BE AT M EXPENSE 1.5" THE M7FR BOX I7SaF SMALL BE M40C OF CONCRETE AV ACCORDWE W17H 14 COWTR4C7OR 7th TIE OFF ALL VALVE LOC4T)►ONS AND PROVIDE WRITTEN OIIN£NSJONS OF THE GOW7R4C1�1i�P. NAIDP AP N (= TYPE: aAS;S PER PLW)_ . . . . . . . . . . . . . . . . . . _ or IHE STANDARD SPECIFACAnOWS. RSER� COVERS SMALL BE ANM/FACTURED BY M ANSP£CMR AA1E0647EL Y MPON INSTALLATION OF VALVES 17 THE CONTR4C70R ARST SECURE APPROOVAL FROM THE L C W D. AVSPEC 70R PRIOR CDR SYSTEMS CORP"77ON OR DISTRICT APPROVED EOUAL. M 84CKRU OVER ANY MW P PIPE OR SEWER W)E5: 8 ", 10', GAIF NNL b£_ - - - . . . . _ 17 BLA4XiNt 61r ALL NIRNG MAO AFM SAU MEET OLAf WN AN'/ V PAL WA7FR 15 77C SUBMISSION AND RENEW OF ALL SUBMITTALS AS REWR£D BY 7HE STANDUPD DISTRCM RULES AND Af'6M!ATAOWS: SPFCIf1C47TONS ARE M BE ACr AlPL/SHED PRIOR TO 1hE PR£- CDW57RUC770N AAEE7TAIG 18 ALL LATERALS AND M4#W SMALL BE 7FSTED BY W TEST AA<7H00" AFTER ANMML Af? RREASE Ate• IS CVA57AANT PURE RE CLA/AIED WAIERL/ANES SHALL CROSS AT LEAST 12" BEZOw #17H THE DIS7RICT� ASPEC70R. C0457RUCRON OF ALL OTHER UAL/l7ES AS SPECIRED IN 7H£ LC WD STA464RD OR AR & VAC" wit iIS` * SP01fT04770NS POTA6C WATER TER LANES AID .SHALL ANWTA/N AT LEAST 12" CROSSING SEPARA776W ALL �7NEFN OTHER l/11L/l7£5: 16. DIEf[ECTIGWS ( HL�+PIZOwTAL AND HFR7AG4L) S'hGILL BE AMOIE BY LIST OF �NO141/T BrOM' -AF'F A5S7: _ - - - _ 11� COUPLINGS WITH 4' ANXIMUM 0167LECRON PER COURAV ( r PER ANT). NO 19 ALL ACCESS' AVLES (ANN ALES) SHALL BE NESTED BY VACUUM TEST" As 19. F A CWTAIT P 73S0RE RECLAIMED WATER LAVE AMST BE INSTALLED ABOVE A BENDING (CURVEING) OF PIPE SHALL BE P11PM/TT£D. SPECIRED AV M LC.W.D. STANDARD SPEC17C4TI0NS GIP A.S�IAr_ . . . . . . . ... . . . . . . . . . . . . . . . . . _ POTABLE W47ER LAME OR LESS MN 12" BEZOW A POTABLE NAMR LINE, 7h 9V fAW HYDV W (C71MIlfWW 4 X 4 X,? 1A) .. . . . . .. . . . . . . . . . . KE' 7M BY ° w 7a S fift S � WC fA FOIR MfV 17 SECLO so 1OF 'sL"C�w�04/ SANU BE SPEC C I i 0Z P°rROF ACCORDANCE /7f'-/N WTH WECLUN STORM DRAIN NOTES WATER USE'. IME SLEEVE SHALL Ea'TfND 10 FEET FROM Ei40H SYDIE, FROV CENTER TO Ea7S17NG SYSTEM FACILITIES 84CTERIOLOGIC OLA11 Y TEST RESULTS SHALL LANE OF POTABLE WATER fOR A TOTAL OF 20 FEET. CONCORM M THE CRITER14 SPECIRED AV PARAGRAPH .3.06 OF rMT SPEW ICA77 N 1. ALL STORV DR NNS SHALL BE 1350 -D UNLESS 07HER'W/SE NOTED. 20 REWIRED SEPARA7M,, 807H WRTU LLY ANO HORIZONTALLY, S1i4LL BE MNNTANNED. S£C77aV P.V.0 MW CE9m (-q2r PER mm) _ . . . . . . . . . . . . . . . . . . . . . . _ AW 21. &EST A0NN4GEMENT PRACIICET Sg4U BE USED 70 SAM IF OR COMROL TO THE 18 AN NON -nUfM AND LANOSC4PF AREAS, RE'7Nfn%7D FAET£RI,LAS'S COVERS SHALL BEE FR1 A70V SD W,IE (SIZE P& PLAN)_ . . . . . . . . .. . . . . . . . . . . . _ I BEST EXTENT POSSIBLE PON A , RUN -OFF, OVER -SPRAY AND All"NG. USED IN LIEU OF CANCRE7F COVERS fOR A f7FR BOXES ON METERS LARGER THAN 22, HLSE WS ARE• STRXMY PROhIBRED. 1.5' METER BOX ITSEZF SHALL BE M40E OF CONCRETE IN ACCORDANCE WITH G47E MLVE (WT PER PLAN) _ . . .. . . . - U 7HE STAN04RD SP0IfrAT FIBERGLASS COVERS SMALL BE ANNUFACIURED BY Z 23 OW -SITE - GO0FCT &rnPFZN RECLA4100 1947ER LIVES AND POTABLE CDR SYSTEMS CORPORA77AN ASP ASIRICT APPROVED f0tAL. ME7FR 80)(fS S44U Ai4MM ANP REZEA.SE ASST (MF P& PLAN) . . . . . . . . . . . . .. . . . - R*- wA7FR LANfs ARE SIR a r PRIOHIB17F0. NOT BE PLACED WITHIN DYPIVFWAYS GYP MEWALKS IWTHOUT THE DISTRICT'S PRIOR 24 NO SU9SV U M OF PIPE MN7DWS W1RL BE ALLON£D WITHOUT PRIOR APPROVAL N1P/TIEN APPROVAL. . . . . . . . . . - w Bltow -oFf Assr. (sue£ PEEP PLAN) . . . . . . .. . . .. Rte-- C� Z OF THE O.M. 19 7W SY/BN/ISS/ON AND RESEW OF ALL SU6fll/1T&S (SHOP D1R4WIN6S, SIX SETS) AS _ . . . . . .. . . . . . . . . . . . . . . .. . . . . 25 hVtIRS fOR APRrAXW WRN REECLAUED WNTER ART• FROM 10-00 P.M. To 6.M AM. REOUIPED BY THE STANDARD SPEC #XA7M ARE 70 BE ACCG11 R SHED PRf�V 10 NNE GIP ASSEA�L r NY w W THE hOURS fOR ARR9 A 77ON M 7H DKS 1NfFC7FD 7ER7X?Y RECLA49D Of TER AN Y bF PRE- CONS7RUC770N ACEPAC W17H Th E OKSTIP/CT SS 1 R.. 7ECTO_ MODIRED BY LOCAL AUTHORITY. APRICATUN DURING PUBLK' USE PERIODS WITH Z G7 DISINFECTED 7ER7L4RY RECLAIMED W471R SHALL BE LANDEER 7HTE SUPERVISION OF 7W Z THE DET ANMD USER SLIPER14SOR. APIRAG47XON WITH W47ER OF LESSOR O N)7Y W 7H0 DISINf£C7ED MRT44RY RECLAIMED WATER SYA4LL BE 6f7WFEN 1ME htVRS OF 10-00 P.M. AND 6•00 AM. 26 APAYCA77 N HEADS 9KL 8E REZOC4 ED OR ADEIIU 70 rO PREVENT OVDP -9PR4 VG OW SIDEWALKS, S7R= AND PRIVATE LOTS U 27 RECLAIMED MITER 0= Ci U IAVWS SIML INNS A .S TtW COUPLE AEY PER 7HE O.M. W.D. S MA .FS AND REGULA770AG 28 OW RECYAWD 07ER S)'ST W ALL ES (9 HEADS; VALVE BOXES ETC.) SHALL BE COLOR -CODED P'/RPL£ PER AWA GUIDiZAE S 29 OW AI<w DIME - SITE SYSTEMS (POST -kru), POTABLE WATER, RECLAIMED WN47FR AND MW'E1P LANFS S IVOULD BE PLACED A AAENMI/A/ OF 4 FEET APART, OR AS MECTED BY THE PROJECT EN BEER AND /OR REGULA70RY A6fW1E5 AC4SUft - AC N7S 9Y LL BE BE7KTN FACING SURFACES, MOT PAPS CENTERLINES - 30. D�EVfZa%R1CaWAACTOR SOMAI CON%VT A CROZ -CbWN C77ON TEST AND GOVFR4GE � r 00 TEST AS DMRE07D BY INN 0 M. ND MID /OR THE SW DIEGO COUV Y DEPARIa/ W OF � MWTH SERVICES PRIOR TOO ANY USE OF RfCLAMD WISER L C) 31. AN AIANL�4L CROSS- CIOWANECTJON AVSPECTIAV SHALL BE DIANE BY B77IER M O.M. W.D. > - I AMD /OR SMN DNE60 COUNTY DIEPARTMENT OF HFAhY SERVICES: CORES OF ANSPECMV is REPoR73 WNI!L BE FORWARDED TO THE NON- AVSPECANG PARTY 32 SMOw THE LOCC47M PROPOSED fOR RECLAIMED WATER 'DO NOT DRRNY" SIGA6 ON TENTATIVE MAP NO. 94 -0613 THE PLANS `+ T 3.3 ALL PU5W ANO PRIVATE POTABLE WATER M4/NS AND ANY 0 7ER M£LLS W7HW lhf OF E S S/ W REC'LAM/ED 047ER P4VJ&7 9W L BE OW THE PLANS. �� rF� go YERS & ASSOCIATES .� 34 RACIER /OLOGK' NETT SHALL bF IN ACCORlrI�4ACE NyTH 7W STANDARD SPEC /f1C41TONS 10 � MA D(CEPT AS fO LONS. h o s �Q Civil Engineering, Inc. A COUECT 7W 71119 SU#YfS 24 MOURS APART ARID INCLUDE COUFORM AND ftPC y Z PLANNING - ENGINEERING - SURVEYING • • B. 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HORIZONTAL AsNO DATE: Z oo BY: PRO BY: CALLS BARCELONA GARDEN VIEW ROAD EXTENSION 5683 -I LOCATION ST 64 +24 EL CAMINO REAL NOT S AND LEGEND RECORDED FROM -S.D. CO. VERT. CONTROLPG.105 VERTICAL AS SHOWN R.C.E. N0: 38474 DATE. 3 � 91 0 � DATE: 3 - q - 6 � ELEVATION: 120.20 DATUM: M.S.L. REGI RED IVIL ENGINEER EXP: 3/31 /01 T.M. NO. 94 -066 cx.FoRNu► 000ROnwTE moot qo. 33a -tea3 SHEET 2 OF 7 F1 \J0BS \981033 \9833IO2 8 -30 -00 8:26 nm EST XREFS+9833I R14r Rte. AX L 42' 42J 101 1' 4' 1' 7' 7' 101 2/3 L 5 24 1RAV£L TRAVEL 7RAWZ TRA W Z IRA WZ LANES LANES LANDS 3, L/2 LAMES LAMES ( I L/3 BASELINE � 2z � ?X � �� w/4 w/2 3/4 w ' ' TYPE G LYhw & a/ AC PAVEAAwr 6' P. SYDIEW 71,Aw7j NG P. CC _wfwALK £X7517NG PA 6EA�ENT APIIIROWD 8A AI�Yf7£D TYPE $' AGVAN G,ft GX/A Ea7S1AM�G 7YPAA! 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W DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D AP OVE IMPROVEMENT PLANS FOR: TM 94 -066 MONUMENT. HORIZONTAL AS SHOWN DATE: &M o BY: ErY: CAALE BARCELONA GARDEN VIEW ROAD EXTENSION 5683 —I LOCATION: STA 64 +24 EL CAMINO REAL R.C.E. No: 38474 STREET SECT 0 NS, DETAILS, P R 0 FI LE S RECORDED FROM -S.D. CO. VERT. CONTROLPG.105 VERTICAL AS SHOWN DATE: ,/1/ � � DATE: 3 - �' � � ELEVATION: 120.20 DATUM: M.S.L REGIST RED C L ENGINEER EXP: 3/31/91 T.M. 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'�!!, ■■ ■ ■■ ■ ■ ■ ■■ ■■ ■ ■■■ ■ ■ ■■■■ ■ ■ ■■ MEN mommommom ! ■!!!!■ ■n!■V ■i1 ■■ � ■■ ■■ ■■■ ■ ■ ■■■ ■ ■ ■■■RE ■■ ��i� 11■■■ ■ ■■■■ ■ ■■■■ ■ ■ ■■■■■ ■E ■ ■■■ ■E■ ■■■■■ lips -1 ■ ■■RE�� ■i' E� E-• ■� �► r ■■ ■ ■■■■■ ■■ ■ ■■■ ■ ■■ ■ ■■E ■� ./ ■ ■ ■ ■�l■1�1 ■ ■■ ■ ■ ■■ ■ ■ ■■ ■■■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■' ■ ■!'� Ir _ ■�`%• ■ ■ ■ ■!R ! ■:�!! > ; !� ' ■ _ ■�� ■■■ ■ ■■ ■■■ ■■■■ - - :• ■■ ■■■ ■ ■ ■ ■ ■^ li ■■■ ■ ■ ■!1 ='*" ; / ■■■■■ ■ ■■ ■ ■■■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■ ■ ■■■ ■ ■ ■■ ■ ■■■■■ ■■■ ■ ■ ■% EE i� /►� ■■ ■■ i ■t ■ �� r ���''' ■ ■■ ■■■ ■ ■■ ■ ■■■ ■■■ ■ ■ ■ ■ ■ ■■ ■ ■ ■i ■ ■■ ■ ■ ■ ■■ ,,. ■ ■ ■ ■ ■ ■■■ ■ ■■ ■i ■ ■■ ■ ■ ■ ■■■ ■ ■ ■ ■■■■ ■■■ Mg Ogg mMMMMM__ MESSIER ME E ■■ ■ ■■ ■ ■■■■.. /E■ ■:-!_TAME ■ ■ ■�" ■ ■■ ■■■■■■ ■■ ■ ■ ■ ■ ■■ ■ ■i ■ ■ ■ ■i ■ ■ ■■ ■ ■ ■■ ■■■■ ■■ ■■ 9 ■■■■■■■■ ■ ■■■■ ■■ ■ ■■ ■ ■ ■■ ■ ■■ ■■■■ ■ ■ ■ ■■■■ ■ ■■ EE■■■■ ■ ■ ■■■ ■�i ■ ■r ■■■ OP- i■■■■■■■■■■■■■ i■■■ ■ ■ ■i ■ ■ ■i ■ ■■■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■■■■ i■■■■■■■■■■■ ■ ■ ■ ■ ■ ■■ ■ ■■ ■ ■i ■ ■ ■ ■ ■ ■■i■■i ■ ■■■ii■ ■ ■ ■■ ■■ ■ ■ ■ ■ ■ ■■ ■ ■■■� ■mg rte_ _■■■ ii■ ■ ■ ■ ■i ■ii ■■ ■ ■■ ■ ■ii■ ■ ■i ■ ■■ ■ ■ ■ ■■■■ ■■iii ■ii ■ ■ ■ ■■ iii■■■■ i■■■■■ i■■■■■■ ■ ■■ ■ ■■■ ■ ■■ ■ ■ ■ ■■■ ■ ■ ■!■ ■ ■ ■ ■■■■ ■■■ ■ ■■■ ■■ ■ ■■ ■■!!,i■■.. e pi i■ �� - ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■�■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ ■ii ■■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■■ ■ 'M MOEN or dep AD mommommoomma O__ ! ■■■■ ■E ■E ■ ■ ■■ ■■■IF ■ ■! ■ ■■ ■ ■ ■■Er ~r ■ �j,�l :i• t■ ■ ■ ■■ ■ ■■ ■ ■ ■ ■ ■ ■ ■■■ ■ ■■ ■ ■■ ■ ■ ■■ ■ ■ ■ ■ ■■■ ■ ■■ ■ ■ ■ ■■ ■ ■i ■■! ■ ■ii ■■ ■ ■ ■■ sommosom M. 1P., ■■■■ ■ ■■■ ■ ■ ■■ ■■■ ■ ■ ■ ■■■ ■■■■ ME ■■ ■ ■■ ■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ ■ ■■ ■ ■■■ ■ ■ ■■ 410 W, mp VA [IVA ro mmm 7977#3 ff , "T.: F77 M F F vt r .� Q �' �i ��s, - • � p Obi � � , •, , t I , `�� O © / �_ ` _•ate •: i _ _ s G Alk • • it • • • ( • • 1 !! 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A -24E I,YTY OF CARLS4AD DOG Ma..349_,3 i • I H CHANNEL /ZED LINE 8" SOLID WHITE A -200 DETAIL .38 F1 I CHANNELIZED LINE 4 SOLID WHITE A -20A DETAIL 22 • - - t - - w TURN LANE 8 SOLID WHITE A -200 DETAIL 384 MEDIAN NOSE R -7 & TYPE N SIGN • I [ F cif- E�4 WO TYPE IV L ARROW WHITE A -24A A � L L =50' B � 1 � y j (SrIN08lAS7) D 47 - - - .� r '�NALA' r 4e - �_ L - � , Q (200) INDICATES TYPE AND LENGTH OF STRIPING WHERE APPROPRIATE. _ - � j 0 - -- * CAL TRANS TRAFf7C MANUAL _ - - --T -- - H L =150' A ?S E ,• �ANSTAOW _ h L 60 r o = "' REM04E EXISTING � / � - � SIREET .96N SANDBLAST A (TE?fEJPW PM77ONS I ` L G snPIP�NC rJr 4b' __ of EVS rn v I OP�I SPACE' _ �iEly 10 h O,q p AMP X3333 �, E ?40 REAIb� E.1 I MG DASD I Q CALLE BARCELONA J v ' v l I r J r ' SIGNING AND STRIPING NOTES 1. 1HE CgNIRACTOi'P IS RESPGYVSTViE f ALL SrpVING AAA STRIPING. 1 r r 2 ALL WWVt i SMP1NG AND SdYALL Bf - AV AGMPDANOE NTH lfW CAL 1RAf6 1RAfFTC MANUAI!, ST,IIVDARD PLANS WECYRCA77MS AND SPEpAL PRONSyOV.S • r 3 AM- ,1F7W CAL TRANS S1fNMS 9VALL 6r USED FZW ALL PAID MW LCMM AAV 9YALL MAIM'! 07Y Or ENMTAS Z I G�N/A/UNITY Sfl'PNCfs DL�PARTA/£NT S1ENpL S bE1P/FY IMTH pTY /NSPECIt1i' PIQfOP T27 AVSTALLANG L£t S I 4 ALL STRIPING AW SA%W IS 26"T 70 APPROVAL Or PC pTY EAR'AK'FR OAP Aff REPAESENTA7nC PIPfOP A;,7 727 ANSTALLA770V Z j 5 PAWJENr S1 YRW AND NARfl W SMLALL Of APPUDO Air 7W MATS A MM" Or 7 DAYS APART, AM7 ALL W J ARTERIAL STREETS SHALL INaWE RAISED PA WWWT MARKERS TWE 1 MISS brADS 9YALL 8E lAVi9rA'P & Y W NCbRPO4ATE0 N ALL GOATS OF PAINT C'LWCURRENT NTH #C APPLICAIXW OF NE PAINT, EXCEPT F6R Z AAO( PAINT. Z 6. EXACT LAIA7 LANE LOCA HAMS SMALL fif AFER /1NED N PC FEW LAJ PRIOR TO NSMLLA770V J 7 EM1NG PA4£A/ENT MARA7NG5' AV GOW1/CT elf/ 1fA5 PLAN SHALL fiF 1Pf11010, BY SANlWAS7TA+G GR QWK BY )W C1'.1'V7RAC70R PAINTING OR 61rACXING OUT MKL NOT BE ACCEPTED. 8 90 MSTS -WALL X 1 -314" SOIUARE TELSDAR NPH BREAK- -ANTI Y BASE PER AETAX A; TINS Si EFT. W fW POSY 'E; NSTALL SIOVS OV LUU/NA/RE POLES 9 ALL 996 SHALL BE' STANDARD SIZE 99OW N CAL TRANS IRAFM MANUAL LOOM OTf 7PIM7' #07M. I 1Q ALL ARRONS SAO° BARS AMD OPIDS WLKS SHALL BE ff RN0 LASTIC I It ANSTALL (2) SM fT NAW 996 AT FW PY AVM?S[ - C)X V THAT DCEs M7T HAW A IRAFM SVVAL I O I TENTII,M MAP NO. 94-066 Lo aOFESS,o Wit' o MA y "�� YERS & ASSOCIATES Civil Engineering, Inc. H i PLANNING • ENGINEERING • SURVEYING . s No. 38474 in 19 Spectrum Pointe Drive •Suite 609 Z W Ems ,ro, A ZELmANRETAJL PARTNERS Lake Forest, CA 92630 • a (949) 599 -0870 W 4p) CIVIL r 707 S d X17 (949) 599 -0880 Fax W 4.1 TFOFCAL�F�Q IR (213) W -8100 FAX (213) 5W-W18 http: / /www.mayerscivil.com Z Z DESMO BY I DRAWN 8Y CWCKM BY Z = REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE I APPROVALS CITY OF E N C I N ITAS ENGINEERING DEPARTMENT DRAWING NO. I It DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED A PRO SIGNING AND STRIPING PLANS FOR: TM 94 -066 MONUMENT, HORIZONTAL AS SHOwN DATE: ?L,"J_ BY: �l/1. /�/� BY: CALLS BARCELONA / GARDEN VIEW ROAD EXTENSION 5683 —I cAM LOCATION: STA. s4 +24 EL iNO REAL CALLE BARCELONA c RECORDED FROM CO. VERT. COWROL,PG.105 VERTI SHOWN R.C.E. N0: 38474 DATE: 3/q /0) DATE: 3 ,q _ ELEVATION: 120.20 DATUM: Y.S.L. REGI RED CIV L ENGINEER . 3/31/01 SHEET 6 OF 17 EXP. T.M. NO. 94 -066 GltlFORI�1 OOORDII�f1E NIDD( M�. 826 —tiM3 Fi \JOBS \981033 \9833I06 8 -30 -00 11102135 nn EST , XREF S 19833I,MAP,PRK,S TP,S TR,UTL +3.249 BEGIN CULVERT END CULVERT BVC 45 +50.00 ELEV 137.37' 400' VC 139' -6" ALONG Ct CULVERT R/C = - 0.949 /STA EVC 49 +50.00 74' -6 "f 65' -0 "t ELEV 157.85' +7.009 PROFILE GRADE VARIES WEST RIGHT -OF -WAY EAST RIGHT -OF -WAY I � CALLE BARCELONA VARIES NO SCALE � 8"O PVC RECYCLED 1 20' -0" APPROXIMATE OG ALONG WEST RIGHT -OF -WAY - 1 WATER LINE I PROFILE GRADE CULVERT ______— _- ___________ 10 "O PVC WATER LINE I RETAINING WALL RETAINING WALL I PER SHEETS 11 AND 12 _ ELEV 130.00' ____- - - -- -- - 2 CULVERT INVERT 1 CLEARANCE 1 MIN 2 +6.16 _____�- RETAINING WALL - I - 10' -0 TYP _ - -- _________________________________________________________ ELEV 121.40' -- - - - - -- - - - - - - -- -- - - - - -- � PER SHEETS 11 AND 12 I APPROXIMATE FG ALONG BASE OF RETAINING WALL ___ -- __ __ _ __ __ ________ ___ _ _____ __________________________________ _____________________________ APPROXIMATE FG ALONG WEST RIGHT OF WAY ___ -- __ DATUM ELEVATION = 100.0' �------ --- - -- Z BOTTOM OF BOTTOM OF FOOTING _ ARCH W o 45 +00 46 +00 47 +00 ELEVATION TYPICAL SECTION 1 " = 20' 1" = 10' � ACCESS ROAD - TOE OF SLOPE TOP OF SLOPE j -- �.� / / EAST RIGHT -OF -WAY /, j �. <� BEGIN CULVERT = ' STA 45 +66.40 CALLE BARCELONA 60.41' LT 1 Q P � INDEX TO PLANS � ���� �� I - - -- - -�\� / 54' 10 02"t RETAINING WALL � x �0 ti ,P�- I �� \�'� -'' I . SKEW O / ., , SHEET NUMBER DE SCRIPTION GP�-4 I I 1 / STA 46 +10.02 CALLE BARCELONA 8 GENERAL PLAN = � CULVERT 9 FOUNDATION PLAN O <v <v O I I ��; TO CARLSBAD 1 ^` 10 ARCH DETAILS v N, TOP OF SLOPE WEST \ 1 ¢ RIGHT -OF -WAY 2 TOE OF Q UANTITIES I SLOPE 1 1 STRUCTURAL STEEL PLATE ARCH 140 LF 9,•� �N �,," STRUCTURAL CONCRETE, ARCH G 80 CY / TOE OF 1 ao 1 C ' 9 � 1 BAR REINFORCING STEEL 6,850 LB SLOPE I IN V / O END CULVERT = I I N �'9 STA 46 +48.06 CALLE BARCELONA ,,� I \ A I \ I l>x 52.69' RT i I 0 0 NN 20' -0" , TO ENCINITAS CULVERT J ` RETAINING WALL TOE OF SLOPE CALLE BARCELONA ORIGINAL SCALE OF ��•,tir NOTES FULL SIZE PLANS �� z (INCHES) 58952 i O1 METAL BEAM GUARD RAIL - SEE CIVIL DRAWING SHEET 4 OF 5683 -I. NO ' W & 06 -30-03 � Z PLAN O2 CONTECH 20' -0" x 10' -0", 10 GAUGE MULTI -PLATE STEEL ARCH PER SHEET 10. 0 1 2 3 '�,,� C �`' 3 or �, M 1 " = 20' DESIPNW REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE K GAZA WA i I IAIN APPROVALS C ITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. a DESCRIPTION: TOP OF BRASS DISK BarM WONG PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP VED CULVERT DETAILS FOR TM 94 -066 Z... IN WELL MONUMENT. �� CALLE BARCELONA ix z HORIZONTAL: AS SHOWN � ,� �s � LOCATION: STA, 64 +24 EL CAMINO REAL DATE: 2- l 6 - 0 1 BY: BY: w z RECORDED FROM S.D. CO. VERTICAL VERTICAL.: AS SHOWN Son � sue. 2� ��� 58952 WILDLIFE UNDERCROSSING 5 - 1 Son oi.go, CA !2131 (�) 566 -3113 —� � R.C.E. N0: � 0 W w CONTROL PAGE 105 KEITH J. GAZAWAY DATE: � l o � DATE: 3 7 - z = ELEVATION: 120.20 DATUM: M.S.L. REGISTERED CIVIL ENGINEER EXP: 6/3 %3 GENERAL PLAN SHEET 9 OF 17 win GV— GP.OWG 04128100 DESIGN SPECIFICATIONS GENERAL NOTES: DESIGN: BRIDGE DESIGN SPECIFICATIONS (1983 AASHTO 1 • STANDARD SPECIFICATIONS SHALL BE PER STANDARD SPECIFICATIONS, WITH INTERIMS AND REVISIONS BY CALTRANS). STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, DATED JULY_ 1995. 1997 UNIFORM BUILDING CODE. 2. BACKFILL MATERIAL SHALL BE COMPACTED TO THE DENSITY / SPECIFIED BY THE SOILS REPORT AND THE PROJECT SPECIFICATIONS. / LIVE LOAD: HS20 -44 BACKFILL SHALL BE INSPECTED AND APPROVED BY THE PROJECT SOILS ENGINEER. REINFORCED 3. FOOTING EXCAVATIONS SHALL BE INSPECTED AND APPROVED CONCRETE: fy = 60,000 psi (GRADE 60) BY THE PROJECT SOILS ENGINEER PRIOR TO PLACEMENT OF (LOAD FACTOR fc = 3,250 psi REINFORCING STEEL OR CONCRETE. DESIGNS n - = g 4. BOTTOM OF SPREAD FOOTINGS SHALL BE POURED NEATLY AGAINST UNDISTURBED EXISTING GROUND OR RIGHT -OF -WAY 1 17.90 — SOIL WEIGHT: y = 130 pcf RECOMPACTED MATERIAL. i \ , ; BEGIN CULVERT = 5. WHEN ONE CONTINUOUS REINFORCING BAR CANNOT BE USED, ALLOWABLE A LAP SPLICE OF 40 -BAR DIAMETERS IS REQUIRED. STA 45 +66.40 CALLE BARCELONA BEARING � I 60.41' LT_ PRESSURE: 3,000 psf (COMPACTED FILL) 4,000 pcf + 1,000 pcf /ft > 1.5' DEEP SUMMARY OF 6,000 pcf MAX (TORREY SANDSTONE) SPECIAL INSPECTION, + ALLOWABLE PASSIVE 1. SPECIAL INSPECTION OF CONCRETE CONSTRUCTION REQUIRED. �S Xp PRESSURE: = 350- psf ( -EVEL FACE) 2. VERIFY SOIL CONDITIONS ARE SUBSTANTIALLY IN 150 psf (=2:1 FACE) CONFORMANCE WITH THE SOIL INVESTIGATION REPORT. 3. VERIFY FOUNDATION EXCAVATIONS EXTEND TO PROPER DEPTH STA 46 +10.02 CALLE BARCELONA AND BEARING STRATA. I I = CULVERT ST 4. PROVIDE SOIL C A ION TEST RESULTS, DEPTH OF FILL, yam\\`` ' ; PLANS RELATIVE DENSITY AND BEARING VALUES. NV ��'��� ''�� � �+ DATED JULY 1995 5. A CERTIFICATE OF SATISFACTORY COMPLIANCE OF WORK RIGHT -OF -WAY / �j \ \ ` REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AN- ' I I o SUBMITTED TO THE FIELD INSPECTION DIVISION. /• \ N THE FOLLOWING STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS, DATED JULY 1995, ARE A ti ',,X`` PART OF THESE CONTRACT DRAWINGS. r ��. ��"' Al OA ABBREVIATIONS SOIL N ,'`�. A62F PLASTIC CULVERTS EXCAVATION AND BACKFILL- - METAL AND 1. SOILS REPORT ENTITLED "LIMITED GEOTECHNICAL INVESTIGATION PROPOSED � WILDLIFE UNDERCROSSING, GARDEN VIEW ROAD, ENCINITAS TOWN CENTER - � 10'-0 5/8" � , �, D88 CONSTRUCTION- LOADS ON CULVERTS PHA SE I, ENCINITAS, CALIFORNIA PREPARED BY LEIGHTON AND ASSOCIATES, 10' -0 5/8" 3934 MURPHY CANYON ROAD, #8205, SAN DIEGO, CALIFORNIA 92123 -4425, \ ` (858) 292 -8030, PROJECT NO. 940028 -026, DATED NOVEMBER 24 1 3 \ I cv l I NIN END CULVERT = ` ao " CNJ \ PLAN SYMBOLS STA 46 +48.06 CALLE BARCELONA FOOTING STEM 52.69' RT I I CULVERT %OO FOOTING STEM A cry J \ _l SECTION IDENTIFICATION STANDARD PLAN SHEET NUMBER 12 6.50 � '- �� DETAIL NUMBER IN + 1 ' v X oo + CALLE BARCELONA + PLAN 1" = 20' NOTES ORIGINAL SCALE OF o��r j• C0 j0tit� _ FULL SIZE PLANS 0 W 1. (INCHES) Z 126.50 INDICATES BOTTOM OF FOOTNG ELEVATION AT END EDGE OF FOOTING (FEET, MSL } 58952 z BOTTOM OF FOOTING ELEVATION VARIES LINEARLY BETWEEN END EDGE ELEVATIONS SHOWN. NO z E 06 -30 -03 0 1 2 3 CML 2. FOR LIMITS OF EXCAVATION AND BACKFILL NOT SHOWN, SEE D88 AND ARCH MANUFACTURER'S SPECIFICATIONS. +� + cw Z M REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE �CdErvrn My K GAZAWAY I T BRITTAIN J FROST APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. co DESCRIPTION: TOP OF BRASS DISK SWN rye PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDE BY: APP VED B CULVERT DETAILS FOR TM 94 -066 z IN WELL MONUMENT. HORIZONTAL: AS SHOWN N .. LOCATION: STA. 64 +24 EL CAMINO REAL '� 2 - 1 -0 CALLE BARCELONA P Z RECORDED FROM S.D. CO. VERTICAL 9sae Kest street. s uite 20 DATE: BY: BY: VERTICAL: AS SHOWN San o,. G X2131 (ESe) se -3113 R.C.E : �/ �'`� 58952 5 6 8 3 — CONTROL PAGE 105 KEITH J. GAZA A DATE: `i1 DATE: -( WILDLIFE U N D ER C R O S S I N G Z Z ELEVATION: 120.20 DATUM: M.S.L. REGISTERED CIVIL ENGINEER EXP: 6 1 3 0 FOUNDATION PLAN SHEET Q OF 7 w d GV— FP.DWG 04128100 � FOOTINGS SYMMETRICAL CULVERT ABOUT q- CULVERT � FOOTING STEM 10' -0 5/8" J FOOTING STEM w 0 z ° Q 1' -6" 1' -6" 1' -0" 3/4 "0 x 3" MAX co Z o BASE CHANNEL - SEE DETAIL 9" - SEE S NOTE AND 2 MULTI -PLATE SHEET U °z t ARCH N - Q ® 12 3/16" THICK BASE CHANNEL a � I I _ v 4 0 12 It a = O T _ (V U � co CONTECH ARCH OPTIONAL = SPAN = 20' -0" CONSTRUCTION — — — rn ono Z JOINT ,o ° i RISE = 10' -0" M IX > �� o GAUGE = 0.138" I ° oU CORRUGATION = 6" x 2" #5 - TOTAL 10 C ° Q` Ey = 29,00 psi _29; CONCRETE DITCH - SEE NOTE 2 1" x 3 7/8" �.-- -- Fy = 33,000 psi • I BASE CHANNEL ANCHOR LUGS — — — (BEND DOWN AND " #5 ® 12 TWIST ® 24" O.C.) rn 20'-0" 2' -3" 1' -9" ARCH GEOMETRY 4' -0" 3" NO SCALE NOTES: ARCH CULVERT 1. ALL MEASUREMENTS ARE TO INSIDE UNLESS OTHERWISE NOTED FOOTING SECTION R« BASE CHANNEL DETAIL f 2. DITCH PER SAN DIEGO REGIONAL STANDARD DRAWING D75 - TYPE D. 1 " = 1 ' -0" NO SCALE KEYSTONE UNITS NOTES: GRIM AS REQUIRED) 6" x 4" x 5/16" ANGLE 1. BOLTS AND NUTS SHALL BE GALVANIZED AND MEET THE PROVISIONS OF ASTM A -307, GRADE A, AND ASTM A -563, GRADE A, RESPECTIVELY. VERTICAL SETTLEMENT JOINT (EACH SIDE) (1/2" BLACK INSULATION BOARD JOINT FILLER 6" 3/4" BOLT 2. SHORT BOLT CONNECTION TO THE BASE CHANNEL SHOWN. OPPOSITE SIDE OF 3 PI C -C STRUCTURE REQUIRES 3" LONG BOLTS. BASE CHANNEL CONTAINS 7/8" x 1 3/4" 9-5/8" SLOTTED HOLES SPACED AT 3" AND 21" O.C. ALTERNATELY. 00 00 00 t LOW SHRINK O ®— — — —® c — PORTLAND CEMENT / / I GROUT, 1800 PSI 2" MULTI -PLATE V V V V V V V V V MIN. COMPRESSION STRENGTH TO / FILL AREA SHOWN. c V V1 V 6" LEG OF 6x4 H.R. ANGLE V V SEE NOTE 1 REF. DWG. 1008993 I 0 MODULAR BLOCK WALL m V V V V V V V V V V V INSIDE OF A J A m V V V V V V V V STRUCTURAL PLATE SPRINGLINE V V V V V V _ = SECTION A -A 6" MIN vv vvvv REINFORCED CONCRETE ARCH FOOTING GEOTEXTILE ATTACHED WITH CONSTRUCTION ADHESIVE CRUSHED ROCK LEVELING PAD DRAWING REVISED AND RESUBMITTED BY ROBERT 6ASYE R.C.E. 08298 END TREATMENT NOTE: ENDS OF STRUCTURE MUST BE FIELD TRIMMED ar TO MATCH WALL SLOPE AND STRUCTURE SLOPE. NO SCALE J. G CUT ENDS TO BE COATED WITH APPROVED PAINT. �•�r ORIGINAL SCALE OF EARTH RETENTION W FULL SIZE PLANS �� CONSULTANT 0 ( I NCHES) 088 w No. 58952 CONNECTION DETAIL P. 9 / 30 / 04 NORMT A. eASYE Exp. 06 -30 -03 ! CIVIL ENGINEER 0 fn CIVIL NO SCALE cift RCE 82M 3 0 1 2 3 OF Z cr�f� 6654 Belle Glade Avenue I Son Diego, CA 92119 619/697 -8544 to N 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY O F E N C I N I TAS ENGINEERING DEPARTMENT DRAWING N0. a o DESCRIPTION: TOP OF BRASS DISK Abp HMO N PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: AP CULVERT DETAILS FOR TM 94 -066 z... IN WELL MONUMENT. HORIZONTAL: AS SHOWN CALLE BARCELONA LOCATION: STA. 64 +24 EL CAMINO REAL srMZ�nua �c MC NEW D AT E: B,r: e,r: 5683 -I � Z RECORDED FROM S.D. CO. VERTICAL VERTICAL: AS SHOWN "68 1 Mm x"21 sue. 0� _ WILDLIFE UNDERCROSSING ZZ CONTROL PAGE 105 San ol.ge, G X2131 ( ese) sea - t3 KEITH J. SA 7 " R.C.E. 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