Loading...
HomeMy WebLinkAboutDWG 403-2; CUP 01-04; CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS; 01-08GENERAL !'!OTES 1. lHIS PLAN SUPERSEDES ALL OJHER Pl.ANS PRE\10USLY APPROVED BY THE CITY OF CARL~AD REGARDING IMPRO\lfMENTS SH0\1111 ON THIS SET OF PLANS. 2 APPROVAL OF lHIS PLAN DOES NOT LESSEN OR WAIVF. ANY PORTION OF ll-1£ CARLSBAD MUNICIPAL GODE, RESOLUTION OF CONDITIONAL APPROVAL, Cl1Y STANDARDS OR OlHER A□DrnONAL DOCUMENTS USITD HEREON AS 1HEY MAY PERTAIN TO 1HIS PRQj£CT. 1HE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THES£ PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE lllE DE\tELOPER OR ENGINEER- OF·-WOllK FROM RESPONS!BillTY FOR THE CORRECTION OF ERRORS AND OM!SS!ONS D!SCOVERED DURING CONSTRUCTION, ALL PL.t-,N REV!SlONS SHALL BE PROMP1LY SUBMITTED TO THE CITY EN~NEEH FOR APPROVAL. 4. A RIGHT-·OF-WAY PERMIT ffiOM 111E CITY ENGINEER WILi. BE REQUIRED FOR ANY \IKJRK IN mE PUBLIC RIGHT Of WAY. PRIOR TO PERMIT ISSUANCE, A C!'RTiflCA TE OF INSURANCE MUST BE FlLEO NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED 00 iHE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT or $1,000,000.00 FOR EACH OCCURRENCE OF LlAfllUTY. THE !NSURANCE CQM['.t,!i{. l'IRITING "IHE E.Q!J.CY MUST __ [iAVE A BAllNG OF 'Ii" ANQ..A:::g: C61EGORY OF CLASS V AS ESTA§I ISHED BY "BESTS' KEY F"'A,TI,,,N,,G_,G,,U"'IOE"""-. ___ _ 0. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM Tri£ CITY AND OlHER APPROPRI.ATE ACENCiES. 6, REV.SlON OF 1HESE PLANS MAY BE REQ~J!RED IF THE PROPOSED IMPROVEMENTS ARE NOT CONS'IRUC11'D PRIOR TO 1HE DEADUNE DATE OF '!HE IMPROVEMENT AGREEMENT. 7. NO REVISIONS ilLI_ SE MADE TO THESE PLANS WITHOUT lllE WRITTEN APPROVAL Of THE Cf1Y ENGINEER, NOTED W!1H!N 1HE REV!SON BLOCK, ON lliE APPROPRlAT£ SHEET OF THE PLA!llS ANO TlTLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME 1Hc PROPERTY (lC rnE Cl1Y UPON Bf.ING SIGNED BY THE CITY ENGINEER. 9. TH£ ORIGINAL DRA\\ING SHALL 9E REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAi. ,,CCEPTANCE Of lllE WORK BY 11'lE 10. ACCESS FOR FIRE AND OTHER EMERGENCY \JEH!CL£S SMALL BE MAINTAINED TO lliE PROJECT SIT£ AT ALL 11MES DURING CONSTRUC110N. C!TY. 11. 'IIHfRE TRENCHES /\RE WITHIN Cl1Y CASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORI< SHEETS AND (C) COMPACTION CURVES, SHALL BE SJBMITTED BY A PROFESSIONAL ENGINEER OF THE STA re Of CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD Of APPLIED SOILS MECHANICS. 11{£ SOILS REPORT \\IU. BE SUBMITTED TO Tri£ CITY ENGINEERING INSPECTOR lf.ll'HIN TliO WORKING DAYS Of COMPLETION OF FIELD TESTS. ·111E WRIT!f.N FIELD COMPACllON REPORT(S) SHALL BE !MMEDIAlELY SIJBMITlED TO 'iHE CITY ENGINEERING INSPECTOR UPON COMPLETION OF TI·IE FIEUJ lES'fS. 12. A . PRECQNSJJlllCDQN .JIEETJNG SHALL._,JJLIJ!11L.J,LJ11f....!i11L.!'Jllil!l._ 10 THE Bf,!llNNING Of WORK ANO SHALL BE AllEMDEll BY ALL REPRESENTATI\'c:l RESPONSIBLE FOR CONSTRUCTIO!i._ !NSPEC'TIQ!i.Ji~PffiVISION, TESTING P.ND ALL O'lHER AS!'ECJS Of THE WORK. Tnf; CiJN'ffiACTOR SHAl.l SCHfOULE iJ,E MEETING lliROUGH THE PERMIT CLERK(4:Jll-36,34) AT LEASf FI\JE{S) WORKING DAYS PRiD!l igHEtiR~/bNG c0Nsmuc110N. ,.PPRovrn DRAIIINGS MUST SE AVAILABLE PRIOR w 13. ALL INSPEC110N REQ!JE~!?_Jl'ilji'R . lHi\N FOR PRECONSTijUCTION MEETING .)'olLL BE MADJ; BY CAUjNG_ 1HE ENGINEERING_,l4-·HOUR_ INSPECTION REQUEST UN_LJ\l •. (760) 438-.. 3891. INSPECTION REQUESTS MUST BE __ R~CEIVED PRIOR TO 2: 00 P.M. llN THE DI\Y BF.fQRE llif INSPE:;,JJDJi._lS, • .Jill:.llE!.LlliSE.f:CJW WILL SE MADE THE NEXT \I/ORK DAY UNLESS YOU REQUEST OlHER\IISE. REQUESTS MADE AFTER 2: 00 P .M, WiU ... BE SCHEDULED FOR TWO FULL WORK DAYS LA Tf.R. 14. THE 01\NER AND/OR APPLJCANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL OCS!GN, CONSTRUCT 1,rm MAINTAIN All SAFETY DEVICES, INCLUDING SHOR!NG, AND SHAU. BE SOLELY RESPONSlBLf. FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFE1Y AND Hf.AL1H STANDARDS, lAWS AND REGULATIONS. Hi THE CONTRACTOR. SHALL CONFORM fO LiiiBOR CODE SECTION 5705 BY SUBM!T11NG A OF.TAIL Pt-AN TO THE CITY ENGINEER faND/OR CONCERNED .•.GENCY SHO\'/!NG THE DESIGN OF SHORING, BRACING SLOPING ON OTHER PROVISIONS TD 8£ MADE OF WORKER PROTECTION FROM THE HAZARD OF CA vlNG GROUND DURING THE EXCAVATION OF SUCH TilENCH OR 1RENCHES OR DURiNG lllE PIPE INSfALLATION THEREIN. llllS PLAN MUST BE PREPARED fOR AU. TRENCHES FIVE FEET (5'j OR MORE IN DEPlll AND APPROVE) 8'f 1HE aTY ENGINEER AND /OR CONCERNED AGENCY PRIOR TO EXCAVAllON. If lHE P.LI\J'l_ VAijlES FROM THE SHORING SYSTEM. STAfillA!ID!L .. ~ISihEU.SHE.Q_J3L~~TION SAffD' __ Qfil)EflS,_ lrn E a C.',.Llf.Qfill!A..__l,_lli,i,lli!filfjA 11VL G\:_,i)L_]}.j[:__pU,N SHALL . BE PREPARED BY J, R£GiS'fERED ENGINEER AT T~L CONTRACTORS EXPENSE. A COPY Of THE OSHA EXCAVA1100 PERM!T MUST BE SUBM!TTED TO THE INSPECTOR PR!OR TO EXCAVA110N. 'Hi, lf ANY ARCHAEOLOGICAL RESOURCES ARE 01SCOV""t:.RED WlTHIN ANY WORK ZONE;_, DURING CONSTRUCTION, OPERA'TIQNS..._1;'.!Ll __ ~Qta.ID,_~ltlL PERMIT1EE WILL NOTlfY ·n;E CITY ENCJMffR OPERAllONS WILL NOT RESTART UNTIL Tri£ PERMlTTEE HAS RECC:iVEu WRITifN AUTHORHY FROM THE ClTY ENGlNEER TO DO SO, 17. ALL OPERATIONS CONDUCTED ON 1HE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR. ARRIVAL. DEPARllJRc OR OPERATION OF 'FtiUCKS. EARTrlMOVlNG EQUIPMENT, CONSTRUC1l0N EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHAU.. BE LIMITED TO THE PERIOD B£1WEEN 7: OD A.M. AND SIJNS"ET EACH DAY. MONDAY THRLl FR!DAY ANO NO EAR'IHMOVING OR GRADING OPERATIONS SHALL Bt CONDUCTED ON WEEKENDS OR HOUDAYS. (A UST OF CITY HOUDAYS IS AVAlLABLf AT THE ENGINEERING DEPARTMENT CDUNTER:) 18. A.1-l,_Qff-SrfE HAUL$0UT£S SHALL BE SUBMlTitO BY '1HE CONTRACTOR" TO THE ClTY l;tif;INfi)LfOR APPROVAl ]£FUU WIJ!lK!~ DAYS Pjj!ORTO Jl.EGiNNll:lliJ)[_ WORK. THE CON1RACTOR_StiAll 3E R[SPOMSISlE FOR,_ANY. DEBRIS __ ,ORJAM.AfiL D~il!l.ll. Ai ONG rue HAUL R.Q'JJUlfLAQJIJNT SJIJEETS lili A RESULT Of IHI: GRAD!~,(; OPERA nON. ·-··-- 19_ NO BLASTING SHALL BE COMMENCED \'/!TdOUT h C11Y ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXiS'iENCE AND LOCATION OF u·i1urt S'IRUCTURES ANO FAC!UTIES SHOWN ON 1HE CONS1RUCTION PLANS WERE OBTAINED BY A SEARCH OF iHE AVAILABLE RECORDS. ATTENTION iS CALLED TO THE POSSIBLE c1<!SIENCE OF (J]HER UT!Url FACILlnEs CR STRUCTURES NOT SH0\\111 OR !N A LOCATION D!FfERfNT FROM THA; SHOWN ON THE PLANS. TtiE CONlJ.iACTOR IS REQ!llRED TO TAKE [JUE PRECAll110NARY MEASURES TO PROT£CT TrlE U11UTIES SHOWN ON THE PLANS AND ANY omrn EXISTING FACiU11ES OR STRUCTURES NOT SHOI\N, 21. n{E. CONTRACTO~ Sf!All VERIFY THE LOCATION OF ALL EXIS11NG FAGILJTIES ( ABOl'EC;~OUND AND UNDERGR,JUNO ) \\1IBIN TrlE PRO,IECT SITE SUf'f1CIEN1LY AHEAD Cf THE CONSTRUCl10N TO PERMIT THE REVISIONS OF THE CONSiRUCTION PLANS IF IT iS FOUND TrlA'i TI➔E ACTUAL LOCAllllNS ARE IN CONFUCT \IHH THE PROPOS.f.l'i WORK 22. 1HE GONTRACTO!< SHft.LL N01!FY AFFECTED U"!IUTY COMPANIES (SEE BELOW) Al LEAST TV-:'O FUl..1. WORKtNG DAYS PRIOR TO STARTING CONSTRUC-dON NEAR THEIR FAC!UT!ES AND SHALL COORDlNATE WORK ½rfrl A COMPANY REPRESENHi'll\lf., UNDfRGROUND SER"1CE ALERT i-800-422-4133 SDG&E (760)480-7647 PAC!FiC SELL (819)574-·2066 DANIELS CABLEv1SION {750)438--5241 *Gi1'1 OF CAR!..SBAD(S1RE£TS AND STORM DRA1N) {760)602-2775 •CITY OF CARLSBAO(SE\'IER,WATER & RECLAIMED Wi\TER) (760)438--2722 •SAN DIEGUl'IO WATffi DISTRICT (760)753-1145 ,LEUCADIA COUNTY WATER DISlRIC'f (750)753-0155 ,VALLECITOS ll'AT!'R DISTRICT (760)744·-0460 • OLJVENHAIN WATER DISTRIC1 (760)753-6465 BUENA SANffA11DN DlSrR!CT (619)56[1-5557 'AS APPROPRIATE BASIS OF BEARINGS fHE BAS!S OF BEARINGS FOR THESE PLANS !S THE NAO 83, ZONE 6, GR!O 8EARlNG BETV/EEN STATION "LOMAX" ,A.ND STATION "'HPGN1107", AS SAID STATIONS ARE PUBLISHED IN THE SAN DIEGO COUNTY HOR:ZONTAL CONTROL BOOK. I.E. N 79'05'25' W SOURCE OF TOPOGRAPHY S!TE CONDlTIONS .ANO TOPOGRAPHY SHOWN ON THESE PLAN ~,RE n'IE RESUl T OF AN AERIAL PHOTOGRAMMETRIC SURVEY BY: MORENO AERIAL SURVEYS DATED: JUNE 2, 2000 AND ;, GROUND SURVEY BY: SAN DiEGUlTO ENG!NEERlNG, !NC. ON VARtOUS DA TES IN JULY AND AUGUST 2000. DA TE OF LAST SITE INSFECT!ON: JULY 25, 2000. PROJECT LOCATION THiS PROJECT !S LOCATED WffHIN ASSESSORS f;iARCEL NUMBER 223-060-50. THE CAUFORNiA COORD!NA TE INDEX FOR THIS PRO,JECT !S NA027, CCS27 330·-1695 STREET NOTES 1. ACTUAL smucruRAL SECTIONS WILL 8£ DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON 11i£ PREPARED BASEMENT SOIL lHE "R" \/ALUE TESTS AND THE ENGINEERED STRUCTURAL SEC'TION MUST BE SUBMIHED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINiMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. ?.. STREET LiGHTS SHALL BE INSTALLED AS SHOWN ON 1HESE PLANS,UNDERGROUND CONDUIT RUNS, SERVICE P01NIS AND HAND-·HOLES SHALL BE SHOWN ON THE "AS-·BUlL l PLANS, NO DiRECl BURIAL STREET LIGHT FOUNDA110NS WILL BE ALL LUMiNAIRES SHALL BE "cur OFF" TYPE. ALLOWED. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CURBS, CROSS GUTTERS OR SURFACING Of S'IREETS. CONSTRUC110N OF 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WiTH A MINIMUM D·-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTiliZED PR0~1DED DEPTH IS LESS THAN 15 FEET AND BACKFILLED \\HH 3/4" ROCK PER SliRSD S-4 TYPE "c• AND PIPE MEETS AS'lM STNJDARD 3034 FOR SDR 35 SOLID WAILL PIPE. 5. WHERE AN EXISTING PIPE UNE IS TO BE ABANDONED 11' SHALL BE flEMOVED 'IIITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND R£PLACED 'MTH PROPERLY COMP/,CTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED MTH CONCRETE OR REMOVED AS APPROVED BY !HE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, /sDMINIS'IRA TIVE CODE. 7. STREET TREES SHALL BE INSTJ..Li..ED PER SECTION IV D.3 OF THE CITY LANDSCAPE MANUAL CALIFORNIA OF CARLSBAD a. F!RE HYDRANT MARKERS SHALL BE PLACED 1N THE STRE(1 wnrnN THE LIMITS OF WORK OF THiS PLAN PER SDRS DWG M19. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTlJR8ED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SUR\IEY (CUT) SHEETS SHALL BE PROVIDED TO THE CHY ENGINEEHING INSPECTOR, OMWD WATER.NOTES: 1. POTABLE WATER WORKS SHALL BE CONSTRl!C'IED iN ACCORDANCE 111TH THE DUAILS AND MATERIALS AS SPECIFlED IN lHE MOST RECENT EDITION OF TI1E OLIVENHAIN MUNICIPAL WATER DISTRICT rDISTRiCTl STANDARD SPECIFiCATIONS FOR mE CONSTRUCTION OF POTABLE WAT£R RECYCLED WATER AND SEWtR FACILITIES, iNCLUDING ALL AMENDMENTS ADOPTED PRiOR TO TrlE DISTR!CT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALi .. HAVE A COPY OF THf. STANDARD SPEClflCATIONS ON THE JOB SITE ALL 11MES. 2.. THE SUBMISSION AND REVIEW Of ALL SUBMITTALS (SHOP DRAWINGSil SIX SETS) AS REQUIRED flY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE EGiNNING OF WORK TO ARRANGE FOR INSPECTION OF THE PRO,JECT. 3. NO WORK MAY BEGIN OR PROCEED \\11'HOUT DIRECTION OF DISTRIC1'S INSPECTOR. CONTRACTOR SHALL NOTIFY TiiE DISTRIOT INSPEC'nONS DEPAR™ENT 48 HOURS PRIOR TO THE BEGINNING or WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 4. CON'ffiACTOR SHALL REVIEW ALL PROPOSEO TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTiON LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE Sl!BMITTED TO THE DISIRICT PRIOR TO CONSTRUC'f\ON. 5. THE CONTRACTOR MUST CAL.I. "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILl11ES LOCATED PRIOR TO CONSTRUC110N. ·11-11s CALL \\ILL BE MADE AT LEA.ST 46 hOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT·-OF-WAY. 6. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MA!N PROFILE. TOP OF PIPE PROFiLE IS 48-INCHES BELOW VENTERUNE OF f1NISH GRADE OF STREET. . 7. INSTALL. A MiNIMIJM 1-lr·JCH WATER SERVICE TO EACH LOT_ METER TO BE LOCATED 5-FEET FROM THE SIDE LOT. A 3/4-INCH HIGH LETTER "Vr' SHALL BE CHISLED IN TOP OF EXISIING CURB OR iMPRINTED iN NEW CURB AT ALL WATER S'ERVlC£ CROSSINGS. 8. MANUAL AlR RELEASES SHALL 8E JNSTALLED AT ALL HIGH POINTS AND 8LOW-·-OFFS AT ALL LOW POINTS IN THE WATER MIAN PROFILE. PLACE MANUAL AIR fsELEASES AND BLOW-OFFS WITHIN METER BOX AND i.CC'ATES 8EHlND CURB UNLESS OTHERWISE APPROVED 8Y rnsrmcrs REPRESENTATIVE. FIRE HYDRANTS MAY BE USED tN UEII OF A MANUAL AIR RELEASE OR BUJW-OFF \\HEN LOCATED AT OR NEAi\ HiGH OR LOW POIN rs, AS APPROVED BY THE O:STRICT'S REPRESENTATIVE. 9. UNLESS OTHERWISE NOTED. COMNEC110NS TO EXiSTING MAINS SHALL BE MADE DRY. TI-IE ·nME AND DURATION OF ANY SHUTDO¼'NS OF EXISTlNG MAINS SHALL BE $U8,JECT TO APPRO\l,~L BY TI1E OtSTR!CT. DISTRICT SHALL BE NO'TIFlED TWO V/E[KS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 10. CONTRACTOR SHALL COORDINATE WITH DISmlCT ALL ARRANGEMENTS Fm, lilGH-UNING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUIDOWNS WILL BE SCHEDULED ON A MONDt,Y OR FRIDAY- 1 L UNE VALVES1. WHERE REQU1RED AT STREET !NTERSEClWNS SHALL BE LOCATED ON THE PROLONGA'f!ON o:=- THE STREET RIGriT--OF-·WAY WHENEVER POSSIBLE .. 12. FIRE HYOHANTS, AS APPROVED BY THE APPROPRIATE FIRE O!STR!CT ANO MEE71NG THE OISTR!CT'S STANDARD SPECIFICA l!ONS, ARE TO BE INSTALLED AT LOCA'110NS SPECiFICIED BY THE FIRE DISTRICT. 13. ALL DESlGN CHANGES TO THE WATER: SYSTEM Sk,\LL BE APPROVED BY THE DiSTR!CT REPRESENTATIVE IN 'IINrnNG PRiOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 14. ALL EXISTING FACIU11£S WHICH MAY AFECT PROJECT CONSTRUCTION, I.E., IJNE CROSSiNGS, UNE PARELLING, OR PROPOSED CONNEC"nONs SHALL SE FIELD VER!F!ED, 15. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED u11un· WARNlNG AND lDENTW!CA 1!0N TAPE ABOVE ALL PU8UC WA n-:R UNES [NCLUD!NG WATER LA1ERALS LOCATED IN PUBLIC RlGHT-·OF-·WAY. J 6. ALL SERVICES FOR !RRtGAnON, MULTIPLE RESiDENTAl COMPLEXES, COMM£RCiAL OR !NDUSTWAL DEVELOPMENT SHALL HAVE APPROVED 8ACKFLOW PREVEN'RON DEVICE ON ClJSTOMER'S S•OE OF WATER METER. i7. THE WATER SYSTEM SHALL BE PRESSURE TESTED !N ACCORDANCE WITH THE PROCEDURES !N THE STANDARD SPECIFICATIONS. TrlE CLASS OF PIPE SHALL BE USED AS !HE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 18. CONTRACTOR SHALL TiE Off ALL. VALi/£ LOCA'110NS AND PROVIDE WRITTEN DIMH<SiONS TO INSPECTOR IMMEDIATELY UPCN INSTALLA110N OF VALVES. 19. ALL DEFLEG110NS (HORIZONTAL AND VERT!CAL) SHALL BE MADE BY US[ OF JOINT COUPLINGS \l,1TH 4• MAX!MUM DEFLEC"f10N PER COUPLING (T PER ,JOINT), NO BENDING (CURViNG) OF PlPE SHALL BE PERMJlTED. 20. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE SITH SECTION 15141 OF THE STANDARD SPECIFICATIONS PRIOR TO TIE-IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. B.4CTER10l.OGJC QUAUTY TEST RESULTS S"HALL CONFORM TO THE CR!T£R1A SPECiF!ED IN THAT SPECIF!CAT!ON. 21. METER BOXES SHALL NOT SE PLACED wnHIN DRIVEWAYS OR SIDEWALKS ,~THOLIT THE DISTRICT'S PRIOR WRIT'TEN CONSENT. 22. CONTRACT RECORD ORA\l,1NGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVlDE POST CONSTRUCTION VERWiCATlON OF TI-IE LOCATION AND ELEVATION OF P!PES ANO APPURTENANCES. 23. CONTRACTOll SHALL GU,¾RANTEE ALL WORK FOR A PERIOD OF ONE ( 1\ YE.AR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLAL( ANY OR ALL SUCH WORK, TOGETHER WITH ANY o·niER WORK WHICH MAY BE DISPLACED iN so DC4NG TtiAT MAY PROVE DEFECT!VE IN WORKMANSHIP AND/OR MATERiALS \\'!THIN THE ONE-YEAR PERIOD FROM frlE DAT£ OF ACCEPTANCE WITHOUT EXPENSE WAH1SOEVER TO THE DiST~ICT, ORDINARY WEAR AND TEAR, UMUSUAL ABUSE Of< NEGLECT EXPECTED. GENERAL SITE INFORMATION & :SITE/PARKING CRITERIA: --STREET ADDRESS: TO BE PRDVlDED BY CJTY OURiNG 'fHE PERMIT PROCESS -ASSESSOR PARCEL NUMBER: APN#223-0B0-5G LCWD SEWER NQ'.l'ES: 1. LCWO APPROVAL OF THESE PLANS DOES NOT REUEVE THE APPLICANT, PRIVATE ENGINEER OR WORK. OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS D!SCO\IERED DURING OR AFTER CONSTRUC110N. 2. ALL DESIGN, MATERIALS ANO CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA COUNTY WATER DISTRICT LCWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS'TRUCTION /GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFL!Ci" THE LCWD SEVIER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENmY REQUIREMENTS SHALL BE FOLLOWED AT ALL 11MES iMTHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HA\IE A COPY OF THE SEWER NO'lES 2. & 3. DOCUMENTS ON ll-lE JOBSITE AT ALL TIMES. 5. !HE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FiNAL ACCEPTANCE BY i..CWO ANO SHALL REPA;R DR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITI-IIN 1HE ONE YE/\.R PERiOD Vf.THOUT EXPENSE WHATSOEVER TO LC\'l!J. 6. QUANTlTIES SHOWN HEREON AR[ FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOR LGWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. 7* PRIOR TO CONSTRUC110N,..,THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATER!ALS AND SUPPLIES SATISFACTORr TO LCWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPRO\IED BY LCWO. 8. PRIOR TO BEGINNING SEWER WORK1 11,E LCVID INSPECTOR SHALL BE FURNISHED THREE SETS OF CU'f SHEETS AND SHALL COMPLY vnrn LCWD STANDARD SPEC SURVEY REQUIREMENTS. 9_ PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LCWD PERMIT FOR CONSTRUCTION AND SHALL PROViDE /\ MINIMUM CF 48 HOURS NOTICE TO LCW!) PRIOR TO CONSmUCTION_ 10. NO WORK SHALL BE COMMEflCED UNTIL ALL PERMl1S HAVE SEEN OBTAINED FROM !HE JURISDICTIONAL CITY, COUNTY, ANO/OR omER APPROPRIATE AGENCIES. 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAiL PLAN TO THE DISTRICT ENG!NEER SHOWING THE DESIGN OF SHORlNG. BRACING, SLOPtNG, OR OTHER PROViS!ONS TO BE MADE FOR PROTECTION OF WORKERS FROM 1HE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST SE PREPARED FCR ALL TRENCHES FIVE FEET OR MORE IN DEPTI1. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY 'JHE CONSTRUCTION SAFETY ORDER~ TI'fLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEcR. A COPY OF THE OSHA EXCAVA'nON PERMiT MUST BE SUBMITTED TO THE LCWD INSPECTOR PRIOR TO EXCAVATION. VICINITY MAP ABBRF~VIA.'fI(lNS: WORK TO BE DONE 1HE IMPROVEMENT WORK SHALL BE PERFORMfD IN ACCORDANCE VI.TH • THE FOLLOWING DOCUMENTS, CURRENT-AT lllE 11ME OF CONSTRuc·noN, AS DIRECTED BY lllE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CiTY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. PLANN!NG COMMISSION RESOl.UllON NO. _ _c5,c:1c,99,c,_ __ 5. THE STANDARD SPECIFICA 1lONS FOR PLIBUC \'l(JllKS CONSTRJc·noN (GREEN BOOK). ',';;, 6. SOILS REPORT AND RECOMMENDA'nONs BY ,SQljlllERN CAI son .1<...lI.Siillll DATEO..JWE.-7 2001 & UPDATE LETTER DP,TED_J)>;TQBFR 10, ?QQ? _ 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIF!EO BY 1HE ClTY Of CARL.SB.AO STANDARDS. a. CAUFORNIA COASTAL COMM!SS!ON DEVELOPMENT PERMIT CONDrnONS DA'iEO "I• 9. WE OUVENHAIN MUNICIPAL WATER DISTRICTS STANDARDS AND SPEClflCA TIONS FOR \'/ATER, SEW"cR AND RECLAIM[[) \'/ATER. 10. THE lEAl/CADIA COUNTY WAlER DISmlCT STANDARDS. LEGEND l'2. ALL SE¼ER FA.CIUT!ES SHALL SE INSTALLED IN DRY EXCAVAT!ONS AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN OEWATE:RING CON11NUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN VIET OR ACCESS ACCESSIBLE DESCRIPTION DWG NO. SYMBOL AREAS SUSPEC1ED TO BE WET IN THE FUTURE SHALL SE ENCASED IN GEOTEXTILE MATERIAL SUITABLE GEOTEXTILE MA iERIAL SHALL SE SUBMITTED TO THE DISTRICT ENGINEER FOR RE\1EW AND APPROVAL CONTRACTOR SHALL OBTAIN DEW.~TERING PERMITS AS NECESSARY AND REJ1JRN OF GROUNDWATER TO THE SEWl:ctl SHALL NOT BE ALLOWED. 13. THE EXISTENCE AND LDCA110N OF UNDERGROUND UT1LIT1ES SHOWN ON THESE PLANS WAS OBTAiN£D BY AVAILABLE RECORDS SEARCH SY THE PRIVATE ENGINEER. TO THE BEST OF l'HE PRIVATE ENGINEER'S KNOWLEDGE, THERE A.<;;E NO EXISilNG UTIUllES EXCEPT !HOSE SHOWN ON THESE PLANS. A TTEN110N IS CALLIFD TO THE POSSIBLE EXIS'lENCE OF OTHER UTILITIES OR STRUC1URES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON 11i£ PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ornER EXISTING FACILl11ES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITIJTE A REPRESENTAllON OF THE ACCURACY OF THE LOCATION OF, OR 'll-lE EXISTENCE OR NON-EXISTENCE OF. ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WiTHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-4133, AS HEQUIRED BY STATE LAW. ALL UTIUTY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING. 15. CONTRACTOR IS RESPONSIBLE FOR COMPL \'JNG MTH ALL LOCAL, STA TE. AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFE'fY AND CONFINED SPACE ENTRY. 17. SOiLS REPORTS SHALL BE SUBMITTED TO LCWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOiLS ENGINEER IN ACCORDANCE W!TH ON SITE· EARTHWORK SP[CIFICA TIONS AND THE LCWO STANDARD SPEC. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVAT!ON (I.E.), INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE- 19. ALL REViSIONS TO DRAWINGS SHAU. SE APPROVED BY TrlE l.CWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUC'110N. 20. cm-rmACTOR JS RESPONSIBLE FOR !<EEPlNG COMPLETE RECORD OF CHANGES ANO SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS-BUU .. T DRAWINGS TO LC\\tl FOR REv1EW AND APPROVAL PRIOR TO FiNAL ACCEPTANCE OF THE PROJECT, 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET INCLUDING COLLECTORS AND LATERALS UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION Of EACH DAY OF WORK. 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MOl,UMENTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE-ESTABLISH ANll RECORD THE MONUMENT CHANG£ PER STA"fE LAW" 23. A MINIMUM OF 12 iNCHES VERTICAL CLEARANCE SHALL SE PRO'vlDED BETWEEN TtiE SEWER PIPE AND ANY ordER UTILITIES. 24. SEPARATION OF SEWER / WATER AND SEWER / RECLAIMED WATER SHALL COMPLY WITH LCVID STD DWG S-2 AND WITH ALL COUNTY AND STATE HEAl.111 DfPT REGULATIONS 25. CONNECTIONS TO EXISTING SEWER PiPE OR M,O,NHOLES SHALL CNi.. Y SE DONE IN THE DIRECT PRESENCE OF THE LCWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SE'WER UN11L AFTER FINAL ACCEPTANCE OF f-.LL UPSTREAM WORK BY THE LCWD INSPECTOF{, OR AS APPROVED BY DISTRICT f.NGINEER. 26. ALL SERv1GE LATERALS SHALL BE LOCATf.l) AT lllGHT ANGLES TO THE SEVIER MAIN UNLESS OlliERWISE SHOWN AS APPROVED BY LCWD ON mE PLANS_ 27< A 2-·INCH HIGH "'s" SHALL BE INSCR!BETl ON THE CURB FACE AT EACH LATERAL LOCATION SY THE CONTRACTOR. 28, A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL THE VliRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE W1RE. ·n;E TAG OVER THE SEWER MAIN SHALL TERMINA1E 6" .i\BOVE PAVING SlJBGHADE VliTH FINAL LOCAl10N JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END Of TI-IE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POlNT OF CONNECTION. 29, ALL PIPE SHALL BE HANDLED ANO INSTALLED SO AS TO PROTECT PIPE, ,!O!NTS, UN!NG, ANO COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETll.EMENT. PIPE SHALL BE PROTECTED P,GAINST FLOTATION AT ALL -nMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL 1lMES WHEN CONSTRUCTION lS NOT 1N PROGRESS. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED TO LESS THAN ONE·-HALF OF 'JHE ANGLE RECOMMENDED SY THE PIPE MFGR. 31. SEWER PIPE ZONE AND TRENCH BACKF!LL SHALL BE PER THE LCWD SEWER STANDARDS. WATEil JEl",:NG SHALL NOT BE ALLOWED. 32. ALL LATERALS SHALL BE CONSIRUCTED CLEAR OF ORtVEWAYS. 3.3. JOB MiXING OF CONCRETE IS NOT ALUJ\l'ED WlTHOUT EXCEP'110N. CONCRETE TESTING BY LCWD Yf,IJ" BE AT CONTRACTOR EXPENSE. :l4. MANHOLE BASES SHALL llE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS~ INC., OR APPROVED EQUAL, MANHOLE ADAPTORS SHALL BE SET IN "!HE BASE FOR EACH PIPE CONNECTION. :,ETTING OF MH RINGS SHALL NOT BE ALEOWill FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE. BASES ARE ACCEPTABLE FOR USE \MTH 8" SEll'ERS WITH rnsm!CT ENGINEER APPROVAL. 35. JOINTS 8ET\\1£EN MH BASE, SHAFTING, CONE SECTIONS,_ ANO RING SHALL HAVE A 2" BY 2" BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKd SHAU.. BE CPS-.210 BY PRESS-SEAL GASKET CORP., OR APPROVED EQUAL. BLDG BUILDING BM BENCHMARK C!l CAiCH BASIN CJ CONTROL JOINT •• _, ELEVA110N ELEC ELECTillCAL EJ EXP ANSI ON JOINT EQ EQUAL ESMT EASEMENT FES FLARED END SECllON FF FINISHED flOOR Fl FLOW lJNt FT FEET G GROUND G\'I GRAY \'/ATER !NV INVERT MAX MAXIMUM MIN MINIMUM NIC NOT !N CON1RACT NTS NOT TO SCAU: oc ON CENTER OD OUTSIDE DIAMEl'ER pp POWER POl.£/UTIU1Y POLE RCP REINFORCED CONCRETE PIPt RDCO ROOF DRAIN ClEANOUT RD ROOF DRAIN RE: RITERENCE/REF".Jl ssco SANITARY SEW£R CU:ANOIJT SID STANDARD SYM S\'lAMETRICAL TC TOP OF CURB UNO llNlES'!; NOITD 01rlER\\lSE LS LANDSCAPED AREA BENCH MARK DESCRIPTION·. STANDAllfl BRONZE DISK IN CDNC. MONUMEN'r LOCATION: ABOUT 200' NORTd OF STATION 261+98.75 RANCHO SANTA FE ROAD '" RS. 454 '" NEAR FF.NC£ EAST SIDE OF ROAD RECORD FROM: COUNW BENCH LEVEL J-0302 ELEVATION: 176.18 M.S.l. DATUM: U.S.C,&; G.S. "DECLARATION OF RESPON§JBLE CHARGE" I HEREBY DECLARE THAT i AM THE ENGINEER OF WORK FOR THIS PROJECT, frlA T I HAVE EXERCISED RES'PllNSIB1£ CHARGE OVER THE DES!GN Of' JJ;E PROJECT AS DEflNED !N SEC110N 6703 OF JHE BUSINESS AND PROFESSIONS CO!JE, A~O !HAT THE DESIGN IS CONSISTENT Wi1H CURRENT ST~,~DARDS. i UNDERSTAND THAT THE CHECK OF PROJECT DRA'MNGS AND SPEClflCATIONS BY 1HE CllY OF CARLSBAD DOES NOT REllEVE ME AS ENGINffR Of'' WORK, OF MY RESPONSIB!UTIES FOR PROJECT DESrGN. F!RM: _J}IOMAS F KEFI,~f,;.R,-Pe.t.F,,_)l!N._C, __________ _ ADDRESS~ ONE WEST IHJRil SJ SUfif mo cnY, ST.: --...1.U.1...s.A.-.fl'l{U,!..""J.',SU,.u._ _________ _ TELEPH~~ SY: _ ~""J0"'~"'1!"",~--__ OAT!':: (NAME OF ENGINEEllj R.C.E. NO.: _c,,,6'"'004._., 7'-----------··--- 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER 8ACKF!Ll., AND 3) SUBSEQUENT REGISTRATION EXPiRAITON DATE: _fJ/.Ii!j.u,_c• ___ _ PROPERTY LINE OR R.O.W. EASEMENTS F!RE HYDRAN1' 2'' OOMESTlC WATER METER 1 1 /2" !RRI. WATER ME1ER 1 I /2" 8ACKFLOW PR EVEN TOR 2" 8ACKFLOW PREVENTOR 6" DOUBLE DETECTOR CHECK ASSEMBLY 6" PVC FIRE WATER LINE 2" COPPEI~ DOMESTIC UNE GATE VAL\'[ THRUST BLOCK 24" RCP STORM ORA.IN PIPE STOl~M DRAIN CLEANOUT (TYPE A) EXiSTlNG STORM DRAIN Cl.EANOUT ADJUST TO GRADE COCNR£TE ENERGY DISS!PATOR Rlf RAP DPl\ltW.~Y 1 i' PVC SANJTARY SEWER SANlTARY SEWER MANHOLE SANfTARY SEWER MANHOLE SANffARY SE'wER MANHOLE OMWD NO, C··-'\.1 OMWO NO. 8~ 1.5 OMWO NO. 8-1.3 OMWD NO. 8-· 2. I OMW!J NO. 8-· 2.1 OMIM.J NG, C--3.3 OMWD NO. 0"·2.1/tJ-2.2 OMWO NO. 8-3.5 SDRSO NO. D·-9 SDRSD NO. 0-41 CITY Of CA~L.SBP.D NO. GS~20 LCWll S-4 C60437 2 EACH [2J Wlvl 1 EACH 12J iM 1 EACH 1 EACH I EACH r----1 --~ !----1 EACH !_,_,_ 428 LF 3'32 LL 4 EA.CH 15, EACH :c.i:r:m-:r::r.Trrr.=r 32fi Lf, 1 EACH 1 EACH 1 EACH 14G S.F 2 CACH 971 L.F. 4 EACH 3 EACH 1 EACH '' I-.;: :_o..l. __ . - D/.\ TE EX~. 6/30/04 -SITE ACREAGE: 6.817 Acr,Es (296.949 Sf) TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTE'.R BACKFlLL ' ,------------------·-----~------·---'C..--------------,.-·------------·-·-"-- -EXISTING ZONE AND LAND USE: P-C {PLANNED COMMUNIW} UNDEVELOPED ·-Pl<OPOSED LAND USE: CHURCH -TOTAL BUILlllNG COvf.RAGE: 5.67% •· BLIIWINGS SQUARE FOOTAGE: 16,842 SF -PF.llCENT LANDSCAPING: 32% ·-PARKING CR!TERIA: SEE TRAFFIC IMPACT ANAL '/SIS APPENDIX "A" SY KIMLEY- HORN & ASSOC,, fNC. (l<H.A.0935310000 JUNE 1,2001) Allli<,;i OITTCES ~ 3755 SF C\JLmRAl. CENTER (PUBUC ASSEMBLY) = 2498 Sf/ 356 PERSONS EDUCA 110NAL (PUBLIC ASSEMBLY) .~ '1538 SF / 222 PERSONS 254 FIXED SEA l CHAPEL PARKING JIDllilfilil_ Of'flCES 3765 Sf. ONE SPACE / 200 SF = l9 SPACES PUBLIC ASSEMBLY 4036 SF. ONE SPACE / 100 SF OR ONE SPACE / 5 SEATS WHICHEVER IS GREATER ~ 115 SPACES 254 FIXED SEATS CHAPEL ONE SPACE / 5 SEATS = 51 SPACES 11IBTOTALSPACES RtOOl!itD 183 STANDARD 8 ACCESSIBLE lBFTiliA["sl')(~l".!f -foREA OF Sl'it Wli!CH iS UNDEVELOPABlf. PER ZONING ORDINANC[ SECTION 21.53.230: NOT APPLICABLE -CUBIC FOOTAGE Of STORAGE SPACE: 1.512 CF -ESilMATEll WEEKDAY 'IEHICLE TRIP GENERAliON RATE 15/1000 SQ. FT. OF BUILD!NG 40/ACRE (TR!PLE RATES FOR SUNDAY OR DAYS OF ASSBAEBlY) 16,870/1000x15 ~ 250 25Jx3 ~ 750 37. ALL SEWERS AND LATERALS SHALL SE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND TELEv1SED AT THE OLIVENHAIN MUN!C!PAL WATER DISTRICT CITY OF CAR' SBAD 'iR' DEPAR'M·-,1-".\ C •31 ,,. T'" APPLICANT(CONTRACTORS EXPENSE PRIOR TO CONSiDERA110N FOR FINAL ACCEPTANCE BY LCWD. AIR TEST ,. ' • ' L . . ' c. -' '' t.i·, 1 ' t-\...) t •,_) ! L• i , , SHALL SE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTIU1Y LATERALS. POTABLE WATER SYSTEM APPROVAL REQUIREMENTS ~N8S'f'AE\LrosR·Ewp~RIOSRATNo'DpL~JEIERN· GALS SHALL BE ll·J PLACE AND SHALL HAVE FINAL APPROVAL BY '[HE LC'II!) NO. Of F.H.(S)-2._F.FLOW 1500 G.P.M. OUT OF_J_F.H.IS)./1 /I; ;,,r,,t__l ' . °' ~ .. -,/,7 i ..., ,., • t";'i • APPf:.:GVED BY: ,1 \ ~ £::. t· ~ ~e <::ff"'$~ 5.eN~ ,. -·------··----··-BLDG.;SPRINl<LED@NO. f.FLOW ___ G.P.M. ' li.fa 7'/i-P/;7 . l,E.Ql,,_L DESC:WPTION.; ~~~~T~;:~~ ~~t~:t!C~,I\D~~!ee~~C~.J2~U~:T~,:'.!:,'~WJ__A'_1I_R_O_l:_,T_R_iC_T!Jl/'.!,tS--!j,/.~o~:i':_ .. 1', ,u__.,;, ~~ 1: 15:03 .. 'f3'/8'/0 ··Fl~fl.;=·f?""'•:-"'A~~~""HA=L'--. ____ · ___ __::"H,~,"J'-'A~+'~""'j,._'=----!~:~D ~~XP ~ ~-DAT[ .. .. ··.. _ STE~ DEERING £:j Di\TE I Ri0 .E. C~~885' DATE JOB NO. (r 156, .~ / ,,.--.,Q; o•I~-/,.,~_ THAT PORTION OF PARCEL 4 OF PARCEL MAP 1:3524, iN THE CITY OF I Dl~.~R!C~-~'.~INEER R.P.E. :026514 €,,f', 1/11/11'{ NOTE: SIGNA'flJRE EXPIRES 2 YEARS AFTER DATE !NSPECTOR · ~,Uk,{kCLU CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, Fil.ED IN THE !--------·----------'------·---·-i-----,,---,.,...-----..;;;._.;_;.,;_;,;:;;.;..,.;;_..;;;. ____ Jt.... ___ ....,. ____ ~---~---~--------....:;:,;;;::.,;;;~.::.:.:.... __ , ____ ,. ____ .....£0TE ~:r4cE,rFFi~ENgo~~~c~\i~R~ro%1a~t ~k~i~is~~~~ru~~;t!ER 28, l"UTIL!l'I[ e!Sliff'il@T /:PPF1@1S:L ~=======~=====:===-----------------~-----_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-:_-_++-i======;=~-=~----+-····--+---I wsi-i1ii5 CITY OF CA.RLSBAI) SHSUS POR110N OF M!SSION ESTAi,CIA DEDICATED ON SAID MAP. , . _ ·-·-_ c··-8·-.. -1 ENGINEERING DEP/1.RTMENT. -----····--------------------·--. ----C---+---====-=================:::..':==== , ------------------------+----+---+----C------,... " -- OWNER/ DEVELOPER PRESiDING BISHOP OF THE CMURCH OF LAHER DAY SAINTS GO EAST NORTH TEMPLE STREET ~ALT LAKE C!TY, UT 84150 909~445-0094 909·-445·-0966(F) OF JESUS CHRlS1 IMPORTANT SECTION 4216/4217 OF THE GOVERNMENT CODE REQU!RES A DIGALERT INDENTiFICATiON NUMBER BE ISSUED BEFORE A PERM!T TO EXCAVATE WILL BE VALID. FOR YOUR DIGALER, 1.0. NUMBER CALL UNDERGROUND SERVICE ALERT AT: IMPROVEMENT PLANS >'OR: THE CHURCH OF I JESUS CHRIST I f---+--+----------------------1~------l----+---l OF LATI'ER-DAY SAI.h'l'l'S l'OllllON PARCEL 4 l'-111, EOOll" j I r----+---+-------------------.J---+---i.---~e---1 I Arrr,ovEo, LLOYD s. 1-1uBBs 'l?r · ·-·------·--+----+-----, -. ~ .. _ ,,.,✓ ~. • _Lo.A · 1 _,;_j_ It\-- DATE INITIAL DATE IN111AI. DAT!: INITIAL DWN BY)'. -Jr$[ 11 PROJECT NO i PRAWING N0.11 ,__r_·~_1o_w_o_R_K_,N __ o_o_A_Y_::_, __ s_E_F_O_R_E YOU ,_0_1_0 ____ , ____ _,,_E·N·-G-1N_E_'E_R_c_1,_· w_r_i_R_K.1-_____ R_E_v_1 s_1_o_~_J _D_E.::_R_i_P_T_i o_N __ , _ _L,__O~TI=i:ER=~A:.:P~P=R:0':!A:L~z~c=i:..T-\:.:"-.:.:A-:.:P~P:.:R:.::0:.:.\/-',:.::~-L:..--.c~:~:::'.~:;~:::-'.::~y: ~,=-=-=: .:l=::::=W=P=!Jl=-=~=··='·=-=·:::· ·::;JL_-. ----~-.~· ~ ~ I 040803 I C ·~ .,II, G') s. .ll:ii, c» 0 w I N \ CONSTRUCTION KEY NOTES: CONCRETE ENERGY DISSIPATOR W/ R!P·-RAP PER SDRSD DWG. NO. D-41 41± 24" RCP 5'TORM DRAIN PIPE PER PROFILE PLAN ON SHEIT 403-2 (5 Of 8). STORM DRAIN CLEANOlJf (TYPE A) PER SORSD fJIIG. NO. D·-9. EXISTING 4' D!A STORM DRAIN UD SHALL BE H--20 RATED. ADJUST TOP OF RiM = 251.70 FL OUT (24" RCP) ~ 238.77 CLEANOUT ADJU5'1 TO GRADE. A 011 <I'' .SCH, 4 0 P,V,t:. . 'i"o PltK \IP F"II" 6'"""°"f _.._ ........ A'f lf<llltN .KAl.=1-el •£ Oli\lPI\TOR OR. RIIII ol'F 111110 -.11Kil/ WriT LMIOS.wa~•Q TISTEDC1\IALITY <\t'' Qt,. !\All ·~ 1f~.II Bt.1~1ft.?8-s EXISTING 4' DIA. SANITARY SEWER VACUUM TESTED AND PU UNED. FL IN (12" PVC) ~ 214.42 MANHOLE. ·1 11± 12" PVC SANITARY SEWER PIPE PER PROFILE PLAN ON SHEET 403-2 (4 CF 8). 4' DIA. STANDARD SANITARY SEWER MANHOLE (MH #1) PER SHEET 403-2 (4 OF 8). 248± 12" PVC SANITARY SEWER PiPF. PER PROFILE PLAN ON SHEET 403-2 (4 OF 8). 4' DIA. STANDARD SANl11\RY SEWER MANHOLE (MH f/.2) PER SHEf.T 403--2 (4 OF 6). 43± i 2,. PVC SANITARY SEWER P!PE PER PROFILE PLA.N ON SHEET 403-2 ( 4 OF 8), 5' OIA. Sllii<DARD SA~iTARY SEVIER M-'INHO!.£ (MH #3) PER SHEET 403-2 ( 4 OF 8). 115± ·; 2" PVC SANiTARY SEWER PIPE PER PROFILE PLAN ON SHEET 403-2 ( 4· OF 8). 5' DIA. &7:sMDARD SANITARY SEIIER MANHOLE (MH #4) PER SHEET 403-2 (4 OF 8). 141± !2" PVC SANITARY SEWER PIPE PER PROFILE PL,N ON SHEET 403-2 (4 OF 8). 4' OIA. STANDARD SANITARY SEWER MANHOLE (MH #5) PER SHECT 403-2 ( 4 OF 8). 43± 12" f"IC SANffARY SEWER PIPE PER PROFlLE PLAN ON SHEET 40,3-2 ( 4 OF 8). 5' DIA. STANDARD SANITARY SEWEI~ MANHOLE (MH 1/-6) PER SHE:Ef 403-2 ( 4 OF 8)0 2,39± 12" PVC SANITARY SEWl'R P!PE PER PROFllE PLAN ON SHEIT 403·-2 ( 4 OF 8), +• DiA. S1J\NDARD SANITA.~Y SEIVER MANHOLE (MH ·#7) PER SHECT 403·-2 ( 4 Of 8). 5' WlDE SiDEWALK PER. SDRSD DWG. NO. G-7 .±80 Lf. REMOVAL OF SH)2#ALK, CURB, GUTTER, & ±160 S.F' .. PAVEMENT PER SDRSO DWG. NO. G-·-11 37' W. DRIVEWAY W,/PEDESTR1AN RAMPS PER CflY OF CARLSBAD DWG. NO, GS-20 SAW CUT FULL l)EFn-t, MEET & MATCH EX. Sfl)EWALK, C!JF{B & GUTTEft & PAVEMENT AT DRl\11:\1/AY PER Cl1Y OF CARLSBt,D. CAUTION: f'.X!ST!NG UNDERGROUND REMOVAL OF' ±149 S.f. PAVEMEN"f. PER SDRSD DWG. NO. G·-1 i UT!UTiES, DO NOT DISTURB. SAW CL1T fULL DEPTH. MEET & Ml\TCH DRIVEWAY rm CITY OF CARLSBAD. EX. SIDEWALK, CURS & GUlTER, & PAVEMENT AT CAUTION: EXISllNG UNDERGROUND UTILITIES. DO NOT DISTURB. PRODCSED TRAFF!C COt-.'TROL STRlPlNG -CHANNELJZJNG LINE: 7.SIN. (200mm) THICK SOLID WHITE LINE, 40fT (15M) MINIMUM S,ORAGE (C.',LTRANS STANDARD DETAIL 38) PROPOSED TRAfflC CONTROL &'TR1PiNG 4!N, (100mm) THICK DOUBLE YEU.OW UNE (CAl.lRANS STANDARD DETAIL 29) LENGTH. @ PROPOSED LANE MARKING WPE Iii (I..) ARROW (DETAIL A248 CALTRANS STDS) @ REMOVAL OF SIDEWALK ±H LF .• CUHS & ounrn. &: ±'148 $,F, PAVEMENT PEH SORSD DWG. NO, G-,i i SAW CUT FULL DEPTH. MEET & MATCH EX. SIDEW.ALK, CURB & GU1TER, & PAVEMENT AT DRM::WAY PER CITY OF CARLSBAD, CALffiON: EXISTING UNDERGROUND UTIUTIES. DO NOT DISTURB. 25' W. DRf'IEWAY W/PEDESTR!AN RAMP PE.R C!1Y Of CARLSBAD SAW cur FULL DEPTH, MEET & MATCH EX, SiDEWAU(, CURB & DRIVEWAY PER ClTY OF CARLSBAD, DWG. NO. GS-20 GUTTER, & PAVEMENT AT CJ.\UTiON: EXlSl1NG UNDERGROVNO UTIL.ffl£S. DO NOT m51'URl3. REMOVAL OF ±95 SS, PAVEMENT. S;\W CUT FULL DEPTH. MEET & MATCH EX. SIDEWALK, CURB, GUHER, & PAVEMEN1 AT 1. DRIVEWAY PER Cll'Y OF CARLSBAD. CAUTION: EX!S"!1NG UNDERGROUND UTJU11£S. DO NOT DISTURB. REMOVAL Of ±45 LF. EX!S11NG 12" S?,NITJ..RY SE:NER STUB··-OUT FL REPLACE W/ 12" DIA, PVC SEWER AT OJH:% SLOPL ±200 LF OF SlKt:: LANE STRlPIMG 6!N. (150mm) SOUO WH\TE LINE (CALTRl,NS STANDfo.RD DETAIL ;J9) REMOVE 200 Lf OF EX1STING BlKE LANE STR!PP!NC &. REPL4.C£ W/ NEW BIKE LANE' STR!PiNG a!f't ('l50rrw,) DASHED WH!TE UNE (CALlRANS STANDARD DETAil 39A) REMO\lE ±80 LF OF EXISTING Bll<E l.ANE STRlPiNG. ALL D!MENS10NS ARE iD THE CENTERUNE OF PAtNT STRlPES t,ND OR -ro THE FACE OP CURS, AND ALL 8U!LDlh!G DIMENSIONS AR£ TO THE OUTS!DE FACf. CF WALL, UNLESS OTHERWlSE: NOTED. 2. REFER TO GRADING PL-AN SHEET 3 OF 7 FOR SPOT ELEVATIONS. 3. £XPANS10~J ANO CONTRACf\ON JO!NTS ARE TD BE PLACED iN ACCORDANCE WITH THE PROJECT SPEClJ:'lCAT!ONS. 4, CONTRACTOR SHALL FIELD VERIFY A!..L D!MENSIONS. ANY DISCREPANCY FOUND SHALL BE DiSCUSSED WlTH THE ENGINEER OF RECORD PRIOR TO AtN CONSTRUCTIOM WORK. 5. ALL RADII ARE o' TO FACE OF CURB. UNLESS NOTED OTHERWISE. IS. CONTRACTOR SHA.LL COORDINATE STAGING ARfA WITH LDS'S CONSTRUCTlON MANAGER 7. ALL WORK WITHIN THE LIMITS OF Trlf-R.O.W. SHALL BE COMPLETED IN ACCORDANCE WITH THE CllY OF CARLSBAD AND C-OUNW OF SAN DIEGO SPEC;FICATIONS. 8, ALL EX!STJNO TRAFFIC SIGNS, UTIUlY POLES, VALVES, METERS, VAULTS, ETC., ALONG THE PUBIJC R.O.W. ARE TO REMAIN IN Pi.ACE. UNli-'SS NOTED 011-lER'l/iSE. ~. Tii~ lANDSCIIPI". P!ESIGNER IS RESPONSIBLE TC UTILJZE PLANTING ANP IRRIGATION Tf-CHNIQUES 1\iAT LEND THEMSELVES TO OPTIMUM CONSERVATION OF WATEr<! RESOURCES 244.30± I " f I I _....--LIMITS V I ' ' ____ ., ______ ,-.. --,~----· ------ • STA. 3+25.80 (2 NOTE: ALL PROPl::RTY UNES, EASEMENTS A.ND BUil.DiNGS, BOTH EXiSTING ANO PROPOSED. ARE \_ __ SHOWN _ON __ THIS SITE PLAN. STORAGE LANE --f-~~=~==c="--1--i 57 FT 157 FT PROPOSED MEDLt..N DECELERAT!ON PLUS STORAGE LANE ~p -!ALT ~ EXiST. .. , SURVEY MONUMENT (TYP.j I EMENT PLA.N ENGINEER QD r 1¥0RK \ ~M4-:;12~ .. m /-¢ ·Q..,1 ___ ., MARK A. <~ OM 0 <:;0N 1 L. r ,_\,_ ; PE DATE :'PE K. h.J<''I ' V. C6O437 EXP,. 6/30/04 ! 1 ' . 1. 2. 3. 4 . 5. 6. 7. SIGNING AND STRIPiNG GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SlGN!NG AMO MARK!NG. ALL SIGNlNG AND STRIPING JS SUBJECT TO THE APPROVAL OF THE PUBLIC '1'JORKS DIRECTOR OR HIS REPRESENTATIVE. PRIOR TO l~'STALI.ATION. ANY DEVIATiON FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALfP.ANS SPECIFJCATIONS. STRIPING SHAil. BE REPAINTED TWO \I/EEKS AFTER !NfflAL. PAINTING. SIGNING SlGN!NG SHALL USE ENCAPSULATED Lf.NS REFLE;CTiVE SHEETING (HIGH INTENSITY OR EQUAL), PRIOR TO FINAL ACCEPfANCE Of SIBEET IMPROVEMENTS, ALL STREET STRIPING ANO MARKINGS WfrH!N A 500' PERIMETER CF THE CON~!TRUCTtON PROJECT WILL BE STORED TO A "LIKE NEW" CONDITiON, IN A MANNER MEE!1NG THE APPROVAL OF THE CITY INSPECTOR. EXACT LOCATION OF STR!PJNG AND STOP UMff UNES SHALL 8£ APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENT!J1VE PRIOR TO INSTALLATION. CONTRACTOR SHALL REMOVE ALL CONFUCT!NG PAJNTEO LINES, MARK!~JGS AND PAVEMENT LEGENDS BY GR!ND!NG. DEBR!S SHALL BE PROMPTLY REMOVED BY THE: CONTRACTOR. B. ALL PAVEMENT LEGENDS SHALL BE THE 1.AfEST VERSION OF THE CALTRANS MEfR!C STENCIi.$. 9. L1Mff LINES AND CROSSWALKS SHALL BE FlELD LOCATED, CROSSWALKS SHALL HAVE 1 O' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 1 O. ALL CROSSWALKS, UMIT UNES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPEC. 11. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TPJ\FflC MANUAi_ UNLESS OTHERWISE SPECIFIED. 12. SIGN POSTS SHALL BE SQUARE PERFORA1f:D srEFL TUBlNG WlfH 8RE,4.J<AWAY i3ASf: PER SAN DIEGO REGIONAL STANDARD DRAWING ,•-·45. 13. WHEN A SlGN !S ATTACHED 10 A POLE, 1T SHALL BE MOUNTfU \JSlNG A SiANOARi} ClTY MOUNTING BRACKET WITH STRAPS. 14. EXISllNG SIGNS REMOVED 8Y THE CONTRACTOR SHALL BE DELIVERED Bi THE CONTRACTOR TO l'HE Ct'fY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK ,-\VENUE. 15. ALL S!GNS SHOWN ON THESE Pl.ANS SHAw. Bf NEW S!CNS i:;ROVlDEI: AND ir-l!.,'TALLED B'f TtiE CONTRACTOR EXCEPT TkOSE SIGNS SPEC!FlCALLY SHOWN AS E:xlST!NG 'TO RELOCATED OR 10 REMAIN. 16. SlGNlNG, STRIPING AND PAVE.MENT MARKINGS SHA!.L CONFORM iO THE LATEST CAL1RANS TRAFFIC MANUAL, GAlTR>.NS STANDARD S?ECWICAT\ONS (JULY ?999 DR LATEST VERSION fHEREO~. rH2.SE. PLANS AND TkE SPEC:AL PRCNISKlNS. L. BLUE REFLECTiVE F1RE HYDRANT MARKERS TO BE LOCATED 6" Ofl IHE CENTERUNE OF CAMINO DE LOS COCHES TOW,>.RDS niE HYDRANT. REFER TO "FlRf LANE" PLANS ON $HECT 403-2, !&8 OF 8 FOR LOCATION. ·--------------------------·---·-----~ Q 40 ~~ 22:~ GR/:\PH!C SCALE: 1" :.,;; 40' -BENCH MARK ·-·-·-IMPORT'Ai'{'T NC)TICI<-.: DESCRlPTION: SECTlON 4216/4217 OF THE GO\lf.RNMENT CODE LOCATION: REQUIRES A OIGALERT INDENTlflCATION NUMBER BE ISSUED BEFORE A PERM!T TO EXCAVATE ¼1LL 8E VALID. FOR YOUR OIGALERT LD. NUMBER CALL RECORD FROM: UNDERGROUND SERVICE ALERT AT: TDLL -oE-1-800-422-4133 EI.EVAflCN: r I', .t. TWO WORKlNG DA Y'S BH"ORE YOU DIG -&~1•7 ~.A.L,_ -~51u,_.,. -------/[\ . - --- DATE lNJTlP.,l - ENG!NEER OF WORK REVISION DESCRIPTION ·-- ' ' S."T..e-JIJDARD BRONZE DISK IN CONCRETE MONUMENT ~ ~ .:i/-/'7 ABOUT 200' NORTH OF STATION 261+98.75 I - ·-c,6631-i W~<>Z-RAt..'CHO SANTA FE ROAD ~ R.S. 454 ~ NEAR EXP. DATE i--',t... ·--FENCE EAST SIDE OF ROAD COUNTY BENCH LEVEL J-0302 176.18 M.S.L DATUM: !J.S.C.& G.S. -- ·-· -~~- ·- ' ·- DATE lNlTlAL DATE !N!TIAL OTHER APPROVAL crrY APPROVAL ___ ,_ -----~ ~DBY: ~,Q~ ~ ~{?f-07 !NSPECT()ir Ur, it ---,-·------, SHEET ('TIT'Y OB7 CAJ:,Y[ ''BAJ) SHEFTS I 2 ~1 i .., .t\.L1t) 8 [NGINEER!NG DEPARTMENT ---·- IMPROVEMENT PLANS F'OR: j ~ I THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS -· - APPROVED· l.LOYD 8. HUBBS d 1'.c< ~ ~~ .,&&_ ____ ~O'ft 3 C!TY ENG!N. . PE: 889 EXPIRES: 12/311_05_ DATE CHKD BY· B 5,:r· - ' I I I I I I I. DWN BY, ~ ~f'r NO. ORA~;~:] RVWD BY: .::£~ CUP 01-04· '"-~~--., ~ • ~• ----l 040803 N 0 -00 240 ""-""''"-"~-" ,. __ _ 225 260 255 250 245 240 235 230 225 __ J <{ --------·--•--------·-····~--··"'-·-,,.3;; .. t,-." t;:1 (')<5I 0! ~lJj! !-~ Zi z:r::: ~tI 01 ~-; ---..!C) a i I '•J'° ~«o J ---, _J q:s:J: s I :'.) cr:o/ i ', • .,_,. --·! ........ ------· --·--·---- ; i ----. ... .. ... 11; 6~7srn--t~ --<_)=]•------~--·-_-: : :=_-_---_F_i_r::_-2~1~:;_-·. *•··-,-w-,-: sc:~:_: ____ -_·_-··_-_--,,_~-~ -~i- -----------~ ~: ------------• ----, -f--___ __,-~ --·· :-:-::>-.+:::_::=-=t PARKIN;~ I OT ,-,-Rj~;.;:-----·------. 5% ··-~II)(,. SLOPE -t·-· ·----------· · := =-~-= ,-··--· -· ·----·•·-··---·--·- g ~ ' j-----1--' 5%, M~:t SLOP~u · i ---_. -------,.,_" \ 255 I I I 0+00 I I I I wr z _; T I ·--c.... / l ~~ I 0- ·-.. -·---·. ~ : I -----·········---·---------····----::__::--=::::-f----<·~ ~1' / / ----·----~ ---i . ·•-\C· ···--· ... ···-· . -··· -· -; ·-··-·--. ·-· ··•· -····•· -.... ·-· .. ·--7-----=-·=-~ , .. ::,~:: = ;:::_ -/ -_,_ -----.... ._ ... ---~---- ! ~ / . '-EXISTING (il~OUND . . -.. "'-···· ''" ' ' ' 1/ I '-DRIVfWAY SURFACE , . .,.,;,,i-· 5% MAX. SLOPE /' .L I ' ::i<\ ' / I -•--------•'•"""" -1 .. .,,~----.-,-•-··" ' I .. ' --,._,,..,..~-~ ··• )' ... ' 0+50 ---------~---... -·-·· ' 1+50 -----L- ('.) -~-z 0 _, 5 ro • ""'""" --s---------------, ...• ., ... /" --_,_ --- 2+00 / I / 2+50 3+00 ('.) -~-~-----l- o _.I ::::, [JJ ROUND -,-----.,.,~------------•---.---- ! ------------+--·--------j ·-"-·------· - 3+50 4+00 4+50 5+00 270 260 255 260 250 5+50 6+00 0+50 SECTION "C·-C" SCALE: 1 ",0 30' HOR. 1 ",_,5' VERL 6+50 7 270 265 1+00 L EXISTING CAMINO DE LOS COCHES STREET SECTION (PUBLIC) 245 w-----"------"' z --• I= De !.W [L 0 -Q'.: ____ _ u_ \ ' \ 0+00 \ \ / / ¥ ---/ 1 00 YR FLOOD ELt:V. \ / '-I \ / FX'c+nNr-WATER Eu.=:v. '-·¾-' -· .1,,1;1, _, 0+50 1+00 ,rui__,~~~S~E:t::C_:___Tc.=I O:c___N "B-B 'l CJ'A' i,-1 "=3Cl' i-. lOR'. ,:;1v,...,L;i:.:.:. ~ i 1 "=5' \IERT. ... "" ---··----· -~ ---,---.. --------·--·----~-· 1+50 2+00 2+50 3+00 3+50 4+00 CROSS. SECTIONS _ OF SJTE 240 230 225 ---- ---------· . -- i;:NC INFER ..-...'.1 .._ I ;:,:.1 :_, OF 1VORK I--' I ~~. ,e ..... I-4 •c,::, ----------- MAf~K A. THOMPSOi~, or-! c.. DATE Rn,-NO. C60437 EXP. 6/30/04 DATE IN!TlAL rt REVISION DESCRIPTION ENGINEER Of' WORK ___ .,._ 7+00 -- DATE 7+50 EXISTING 5 SiOEWALK---- (TYP) 8+00 SECTION "r) D" L --· SC.Alf: i ":::~30' HOR. 1 "~5• VERT. 240 8+50 EX!ST!NG VIA CALLENDO STREET SECTION (PUf3UC) ________ ...; 'NOTI('I';' .!. -"-..!.L UNDERGROUND SCR\t1CE ALERT AT; T[JL_L iNSPE1"'TOR y ---- I SH3ET I CITY OI1' Ci\.RLSBAJJ w ENG!Nf:ER\NG DEPARTMENT -·-- lMPROVEMF:NT PLANS FOR: THE CHURCH OF JESUS CHRIST I 01" LATTER-DAY : SAINTS i • --·------- APPROVED: LLOYD 8. HUBBS . . ~ i 41 -< ,.,,~-z•:J'_ ~ ---~-¥4 C!TY ENGINE~-' PE: 2 ~9 EXPIRES: 12 /31 /05 DJ\. ~ __ _,__ ,.,. !NiTIAL DATE !Nil!AL ~WN BJ: ·~--II PRO,IECT NO. I DRAWitfo :·]i] ,,(-IK.~ t1Y: ---I I OTHER APPROVA.:_l G!TY APPROVAL R ✓W[, 8 Y: .;:M',, ,d ~ WP 01-ot ~·-2 ------- 040803 w 0 ...., O> 256 252 248 244 240 236 232 228 224 220 216 z 0+05 0+50 BASIS OF' BEARINGS THE 0ASIS Of BEARINGS FOR THESE PLANS IS THE NAD 83, ZONE 6, GRID BEARING BETWEEN STATION "LOMAX" AND STAT!ON "HPGNi107'\ AS SA!D STATIONS ARE PUBUSHED IN 11-!E SAN DlEGO COUNTY HORIZONTAL CONTROL 800K. I.E. N 79'05'25" W LEUCADIA COUNTY WATER PLJBUC SEWER SYSTEM APPROVAL ,t..PPROVED BY: LCWD DISTRICT ENGINE:ER STEVE PEERING RCE 26514 DATE DISTRICT JD8 NUMBER ' ·-"~--'---'"··------•-s.••·----··""'"' ., ' ' \ 247.68.Lf 12" PVC co ~ 0, "' t.q ti~ ,~J -: c) "¢ ai C) 0) (.'c-J r-J r,. "I'<> Ns> N s> ".,,, N(\j NN qlN NN I I I 1+00 1+50 2+00 2+50 BENCH_MARK DESCRiPllON: LOCATION: STANDARD BRONZE D!SK IN CONCRETE MONUMENT ABOUT 200' NORTH OF STATION 261+98.75 RANCHO SANTA FE ROAD , . ., R.S. 4.54 ~ NEA.R FENCE EAST SIDE OF ROAD RECORD FROM: COUNTY BENCH LEVEL J--0302 ELEVATION: 175. i8 M.S,L OATUM: U.S .. C.& G.S, (0 N ioi .,,, '"' . ·--~---··· ""·•~-· -H,A-Lt- \r') ' i> > :.~ z ,_ ·-----l -~ ·- --)',._ -- > z > z 252 ! ,-·EXISTING 12" / P~BUC SS @ I ;_nr:---1% \ 248 \-·· -- \ I I I _J, I ( 244 240 236 232 228 _ 42.fi4LF -:-~ ·•- 12"PVC :'I 1k. £'\le:.._ ............. ___ ; j __ 1c1t01-~1: -1 2 ·:__1:11£:,J._-__ 239.50Lfi. --12" PVC I ·······-.. ·•···--·---~· --------;- 1 "=40'! HORIZONTAL ; r 1 "=4' r/ERTICAL 1 I JN I I ro CO "' 0 1nm ~~ ,r, q ·~1<q ~1~ ""lei d, ~ o;(JJ ixi :-, "'I" cilr< •~ N <,t in '-',li.n r0 -:;!:· ~1~ ..,-,._ Ji) "" ;,{• 7Ll) " u') N(',J N (.'-.I (',liN ''IN "l" Nl{.'-,J NN ' I I I I ' 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 SEWER PROFILE I "! j"'! ,t,(O 10 llfl NIN I 7+00 224 220 216 0 0 :ll;:; ro 01 C• .~ . ' co '° o; Ci) 00 0 ,n 10 c.'l 1.0 ., v " ,n N N NN ('J N N N I I 7+50 8+00 8+50 9+00 9+50 l----+---+-----------·---------+----+---+----l----1 DAT£ ! !Nn1AL ENGiNEER OF WORK REVISION DESCRIPTIOI~ DATE. JN!TI AL DATE iN!TIAL 040803 SHEET 4 ' .,---STA. o+on ( EXlSTiNG STORM DRAIN CLEANOUT /' ,A.DJUST TOP OF RfM "" 25 l , 70 1,1+1 --50--"' I i I (1\ ! 7r;;r• ~'lj ! I • ! ! "',N-~-' !Fl / 0 275 270 265 ·- 260 255 250 245 240 235 230 225 . I 220 215 .... --· .... ! -•---,--269 LF ----------i------ o+oo 0+20 0+40 0+60 0+60 1+00 1+20 STORM QRAIN PL8_1;! SCALE: 1~'"'°20' . -.--------------·-·+-· l j '.24" .. . .. . -RCP I I . . ' 1+40 1+60 1+80 ..SJORM DRAIN PROFILE SCALE> f',,,,20• HORIZONTAL 1 "=10' VERT!C.'\L .•.. -. ""-" . ! I • 2+00 2+20 I r=-11~, I !l ! --~er-+· Ii n -r -. ·--· I .,,.....~-STA 2+ 72.60 1 STORM DRAIN CLEANOUT (WPE A) TOP OF R!M ,..,, 24-5.20 RE: SORSD NO. D-9. rr 1- \ . --f='"""'"~-..!..--...r:;,,-,,t!J·~-'·-· . -.. ,., ... ""~ ""' "" (-SR 3+25.80 CONCRETE ENERGY D!SS!PATOR I W/ RlP-·RAP PER SDRSD OWG. / NO. D-4 L FL=220.50 I 275 270 . ---·---·· ----265 260 L 255 I ' .... --.. 250 245 ··-1· ---!-· · -· --·· ------·t· --! 240 235 230 225 220 -----. ... 508' -i4?' -----,,_ ------------.. ------------'" 215 I I 2+4() LF - • I ' I 2+60 2+80 J-1-00 NOTE: ALL 24 ~ RCP STORM DRAIN PlPE SHALL UTIUZE WATER--T!GHT ,JOINTS. RCP ' I ' 210 3+20 3+40 .. Sf:CT!ON 4216/4217 OF THI:: GOV[RN1v1EN f CODE REQUIRE::) A D!GALERT !N[)fNTIFiCATION NUMBEft BE ISSUED BEFOR[ A PEf-<MI T TO EXCII VA TE VYlLL BE VAUD .. FOR YOUR DIGALERT LD. NUMBFJ·~ CALL UNDERGf~OUND SERViCE .t\LERT AT: FREE 1-800···-422-···4133 TWO WORKING DJ\YS BEFORE YOU DlG B._·, L'· J.' T" :<, 'Ii I )/L 1 -~~---.. ,.,,,.<; ___ ,._ _____ _ ' EXP. REV!FWED BY: ~--iW il\JSPECTOfl DATE 040803 O'I a eo NORTHING DESCRIPTION 5260878.97 1973.350.53 PROPERTY um: POINT 6260930.31 1973294,.30 PROPERTY UNE POINT 6261351,25 1973094.62 PROPERTY LINE POINT 6261367.08 i973i47.58 PROPERTl UNE PO!:'IJT 62614 7056 1973533.97 PROPERTY UN£ PO!NT 626 i 460.82 1974011.04 PROPERTY UN[ PO!NT 6261427.·14 1974000.44 PRCP£RTY LINE POJNT 62613'!9.5.3 "1973574.50 PROPERTY UNE POINT 6261231.37 1973827.68 PROPERTY UNE POiN·; 6260979.42 197.3466.62 PROPERTY UNE POINT 6260885.6'! 1973367.25 PROPERTY UNE PQlNT PUBllC IMPROVEMENTS 6261054-,63 i 973384.4 ·1 CENTER OF ENERGY DISS!PATER 6261106.02 1973370.57 STORM DRAIN CLEANOUT 6261369.37 1873300.13 EX. STORM DRAIN CLEANOUT 6261125A7 1973263.:57 CENTER OF S.S. MANHOLE 6261189.54 1973502.63 CENTER OF S.S. MANHOLE 6261223.02 1973529.03 CENTER OF S.S. MANHOLE 6261252.75 197,3640.06 CENTER OF S.S. MANHOLE 6261.333,.32 1973755.52 CENTER OF S.S. MANHOLE 6261409.15 19737,35.21 CENTER Of S.S. MANHOLE 6251468.40 H37:3967.27 CENTER OF S.S. MANHOLE 5261448 .. ,9 1973412,53 BEGIN DRIVEWAY 626 i 46820 i 973487.35 END CF ORNEWAY 6261506.SO 1973680.44 BEGiN DRIVEWAY 6261509.90 197374(t68 END OF DRIVEWAY 626'1489.89 1973748.85 FOC 20' RADIUS POlNT 6261486.69 1973683.39 FOC 20' RADIUS POINT 62.61448.76 1973492.08 FOC 20' RADIUS POINT ti261428.87 19;3417.69 FOG 20" RADiUS POINT 6261437.90 1973479.65 CENTER OF FIRE HYDRANT 626.!459.54 1973492.82 SlDE"WALK POINT 6261442.23 1973476.42 CENTER OF WATER METER 6261447.05 1973475.15 CENTER OF !RRL METER 6261.351.12 197:37.33.85 CENTER OF FiRF HYDRANT 6261.344.93 i97372£L83 CENTER BACKFL.OW PREVENTOR ~~f.li 6261280.1 :5 i 9735.37.39 BU!LDJNG CORNER PO!N"f 52.51326,22 197:5709.52 BUILDING CORNER PrnNT 6261409.29 1973687.28 BUILDING CORNER POJNf 6261,363.20 1973515.15 BUILDING CORNER POINT 6281393.95 1973775.07 CENTEF< OF TRANSFORMEF./ PAD 6261420.89 1973681.45 CENTEI, OF /,TR!UM INLET 6261359. 16 1973500.29 CENTER OF ATR1lJM INLET 62514-53.14 1973559.96 CENTER OF GATCH 8.A.SIN 6Z61202.5fi 1973535.5?3 CENTER OF CATCH 8AS!N 626n47.87 1973487.81 STORM DRA!N CLE.A,N OUT 626'1091.74 6261095,4-5 6261373.63 CENTER OF STORMCEPTOR CENTER OF CATCH BASIN SIDEWALK PO!NT 07> 6261391.24 .__:_; 1973276.38 1973270.78 1973,086.47 1973552.21 SIDEWALK POiNT 't§> 6261425.51 (~ 62614-01.43 c, ~) 13.261410.89 6251406.33 626-l 43-~.85 6261327,68 525 ,, 307 .61 6261266.76 626'; tl-32.51 6261190.61 6261199.60 6261201.54 626i 222,88 6261091.46 626 '1 1 l 5.38 6261157.66 6L61 211.64 626\ 268.44 626L300.9j 6261340.04- 626 i 383. 77 5261433.01 62(i1-486.14 6261451.1:-7 6261409.83 62614-30.38 6261407.97 6261388.68 fi2(11,366.&8 6261279 .. i 8 1973583.55 1973590.00 1973641,18 1973656.86 1973662.94 1973720.35 1973691.58 1973626.62 197:3647.4'.2 i97J58J.52 19735JS.80 1973535.31 1973563.21 197.3570.61 1973584.57 197329954 !97.3.398.91 1973477.41 1973561.94 1973628,67 1B73677.1B 1973714.42 1973702 77 1973676,90 19737:5•k85 197.36' 3.76 1973544 . .32 ·197348,3.49 1973402.10 187.3330.1 D 1973247.91 1973249, 14 SiDEW.h.LK POINT S!DEWALK POiNT S!OE\VALK PO!NT SIDEWALK POINT Sl0E\NALK PO!N"f SIDEWALK POiNT SiDEWAI.K POINT S!DEWALK POINT SIDE.WALK POfNT SIDEWALK POINT S!DEWALK PO!Nf SlDEWALK PrnNT TRASH ENCLCSURE P01NT TRASH ENCLOSURE rioJNT STORAGE SHED FOlNT STORAGE SHED POlNl CENTER OF LIGHTPOLE CENTER OF UGHTPOL[ CENTER OF UGHTPOLE CENTER OF L!GHTPOLE CENTER OF UGHTPOLE CENTER OF UGHTPOLE CENTEF{ Of UGHTPOLE GENTER OF UGHTPOLE CENTER OF UGHTPOLE CENTER Of UGH1POLE G~NTER OF LiGHTPOLE CENTEH Of UGHTPOLE CENTER or UGHTPOLE CENTER OF UGHTPOLE CENTER OF UGH1VOLE CENTER OF UGH fF'OLE Ci:NTER OF UGHTPOU:": 6261316. 11 62613,35.33 5261267,29 6261.334.99 5261185.27 6261191.72 6261103. 73 62612,32.23 6261312,39 6261347.22 6261456.90 62611.30.85 6251147J9 6261054.70 6261136.82 6261312.79 6261374,23 6261403.58 6261327.57 6261143.07 6261178,75 6261353.26 6261384.39 6261374.30 6261366.54 6261356.45 6261348,69 6261338.60 6261330.84 62.61315.80 626U12.06 6201:31.3.56 6261357.95 6261359.24 6261204. 72 6261 "194.63 6261186.87 6261176.78 6261169.02 6261158.93 6261 i 51. 17 6:,61141.08 6261148.38 6261236.61 626142].74• {~} 6261,322.49 {39> 6261 i43. 75 @ 6261104.05 6261092.81 6261'139.89 6261157.09 6261 ·193_92 f,261 '197.6-4• 6261331.92 6261350.11 6261.353.12 6261272,:31 62614-85.69 6260915.03 6261441.07 626'144-8.57 6261.381t.70 6261235.-36 6261239,67 6261240J34 6261260.15 6261258.03 626 I 269.25 626125.l.OO 6261280.37 6261350.11 6261351.70 1~ 6261421.25 ifs~ 5261428.5,3 {~ 5261422.81 r:,. '-)__'.')5, 6261432.5 7 @ 6261415.40 <[0 6261407.99 6261424.2,3 6261 t~ 12.05 6261 j94.85 62fli.385.54 ~ 1973,382.11 1973501.91 1973518.60 1973500.4.5 1973274.20 1973222.54 1973258.96 1973638.56 1973753.43 197377L54 197374-2.20 197.3217.22 1973233.15 1973296.42 1873314.06 l 973508.70 197.3760,36 1973792.47 1973784.61 1873233,27 1973282.6/ ! 973415.98 19733fi6,58 "197.3455.12 197.3417.45 !973388A7 1973350.80 1973321.82 1973284.15 197.3255.17 1973226.07 1973219,83 1973237.02 1973239,5.3 1973368.00 1973372.83 1973503.23 1973465.56 19]3436.58 ,ef}, ")973398.91 '1973369.93 1973332 . .26 l973JOJ.28 1973265.51 1973281.25 1973414.55 1973252.80 197342424 1973220.13 1973278.25 1973296-23 1973.301.82 197.3476.13 1973505.45 197:)56:":i.69 1973603.22 1973709.68 1973736.51 197Jj9fi.11 1973683 65 ·1973682,39 1973488.96 1973482.27 1973502.66 197~1525.83 1973540.96 197354-5.33 197353LJ9 \973543.83 1973583.79 1973627.21 197.3709.68 1973719,61 1973700.98 19737'16.57 197.3700.56 19735.34.fi7 1973634.78 1973594.4-5 1973.588.42 1973542.~6 19;'.3544.46 1973509,68 PfSGRIPilQl!l CENTER OF L!GHTPOLE CENTER OF LiGHTPOLE CENTER OF UGHTPOL£ CENTER OF UGHTPOLE CENTER OF UGHTPOLE START OF GUARDRAJL END OF GUARDRAIL START OF GUARDRAIL ENO OF GUARDRAIL. CENTER OF STORMCEPTOR CENTER OF STORM DRAiN CLEANOUT STAR! OF RETAINING WALL (FACE SIDE) START RADIUS OF RETAINING WALL H5.5' RADIUS AT RET.AJNING WALL (NO RADlUS OF RETAINING WALL TURNING POlliT OF RETAINING WALL TURNING POINT o,· !<ErA!NiNG WALL TURNlNC POINT OF RETAlNlNG WAU_ \ END OF RETAINING WALL (FACE SIDE) < START OF RE.TAINING WALL (FACE SID~) , ' / END OF RETA!NiNG WALL {FACE SlDE~ \ 11 . , ' START OF RET.AINING WALL (FACE SIDE)). END OF RETAINING WALL (FACE SlD{i) / FOG 3' RADIUS POINT FOC 3• RADIUS POINT FOC 3' RADIUS POINT FOC 3' RADIUS POINT FOC 3• RADIUS POINT FCC 3' !lAD:US POINT FCC 3' RADIUS POINT FOC 10' RADIUS POINT FCC 3' RADIUS POINT FOC PARKING LOT POINT FOC PARKING LOT POINT FOC PARKiN~ L01 POINT FCC PARl<ING LOT POINT FOC 3' RADIUS PO!NT FOG 3 RADJUS [.lOJNT FOC 3' RADIUS POINT FCC 3' RADIUS POtNT 3' RADIUS PO\NT FCC 3' :;;:Arnus PO!N1 FOC 3' RADiUS POINT FOC 3' RADiUS PO!NT FOC PARKING LOT POINT FOC PARl<!NG LOT POINT FOC PARt<iNG LOT PO!NT FCC 15' RAO:US POINT FOC 30' RADIUS POINT FOC 40' RADIUS POiNT FOC J' RADIUS POINT FOC PARKING LOT POlNT FOC PAt~K!NG LOT PO!r-~·r FOG 3' RADIUS POINT i:-oc 25' RADIUS PO/NT / I I I i I I I '-"'I ,,-c':5:) ' C ---.( r,571 ··-..,,/ 20' RADIUS POINT FOC 100' RAD!US POINT F·oc 54' RAD!US P01NT roe y RADIUS POINT FOC PARKING LOT POINT FOC 20' RADII.IS POINr , -< ·: •:·•::•:: -' , _,,, >>.::::::<·,;2:,:::::: ::•::.','::·:1:':::0;·::: ::::· -::: ;-::;:-:: :::s::;:_,::<.s,';,:; :s:::'0:;:::c;.ss:,,,-;sc:::•:::_ -x•c:r,'N,~ -c'i-R'i-'r'i"·'-L'G H' _t;~_,,1:-~ , ....., ~21 ,LL, ! ;, . FOC 825.16' RADIUS POINT FOC 15' RAOlUS POiNT SIDEWALK POlNT 19' RADIUS POINT FOC 2. 75' RADIUS POINT FOC 3' RADIUS POiNT FOC -3' f<ADIUS PO!NT FOC DEU\/£RY 8AY POlNT FOC PARK!NG LOT POlMT FOC PARl(ING LOT POiNT FOC 3' RADIUS POINT FOC 20' RADiUS POINT FOC 30' RADIUS POINT FOC PARKING LOT POiNT FOC PARK!NG LOT POINT FOC -3' f~ADIUS POiNT FOC 20' RAOIUS POlNT FOC 3' RADIUS POINT FGC PARKING LOT POlt;ff FOC PARKING LOT POtNT FOC 3' RADIUS POINT FOC :i' RADIUS POiNT FOC PARK!NG LOT POiNT FOC PARKlNC LOT POiNT 6261401.19 6261034.47 626i 327.87 626 '1400.5 7 . '" " 1973502.20 1973286,7.3 1973818.72 1973616.11 FOC J' RADIUS POINT CENTER or ENERGY DISSIPATER CENTER OF ENERGY D!SS!PATER CENTER OF ATR!LHA iNLE•· NOTICE SECTION 4216/4217 OF THC GOVERNMENT COD[ REQUIRES A DIGAi..ERT INDENTIFICA TION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VAUD. FOR YOUR DIGAL.ERT I.D. NUMBER CALI. UNDEflGROUND SER\ICE ALERT AT: ·rn· · ·-Rr·r 1 no··o ~ "''" '1'33 t_1LL .. I-1 c._c.. 1-·o ,1 --... ~tc:'.c. --Lt '" TWO WORKING DAYS BEFORE YOU DIG ENGINEER OF ~•ye:~ MARK A. THOMPSON, PE PPE NO. C60437 "\ii/ORK I -4--a "!S D,°' TE ! EXP. 6/30/04 ••"' e••' ,. "' _,---- Al>0fd> \.IIWIIO t!A'\.1'. 'Moll--Al>ft<• ~o•. - NOTE: DESCRIPTION Pl-<OPERTY LINE OR R.O.W. CONSTRUCTION UMlTS 8UllOiNG EASEMENTS S!DEWALK 4" W!DE WHITE PA!NT STRIPING ASPHALT PAVEMENT PORTLAND CEMENT CONCRETE PAVEMENT HAN{)lCAF' PARKING !NO!CATOR FIRE HYORANT srrE UGH1 POLE & F!XTURE CURB & CUTTER SANITARY SEWER PARKING STALLS COUNT GUARD RA!L RETA!NfNG WALL STORMGEPfOR F"\RE rl (Di,ANT THIS SHEET IDENTIFIES SURVEY iNFORMAT!ON FOR THIS DRAWING AND THE PRIVATE IMPROV[MEI-.JTS CONSTRUCTED PER 403-·2A. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THESE Pl.ANS IS THE NAO 83, ZONE 6. GRID BEARING BETWEEN STATION 'LOMAX" A'ID STATION ''HPGN1"!07", AS SAID STATIONS .~RE PUBLISHED IN THE SAN DIEGO COUNTY HORIZONTAL CONTROL BOOK. I.E. N 79'05'25" w, EXISTING -·--~·-··-..... , .. ,.,,._., _,,., ..... ",._., .,, "" .,.,_ ... 0 ' [XiSTING V\it~.1CR UNE 40 ~-•f PROPOSED 7 1~□-­rz=z=z.21 . 4 " . <I • '---'---"-~~ .. ___ :i.l ---s:-----'11--- ·--SDl-- -----UT-- --E-------G--- L.lGHT 11 [><lWV SDCO @.1 SSMH@ Iii co 21 WM ® €) Ill 80 1 GRAPHIC SCALE.: 1" -40' m !----+--+---------·------------+---I----¾----+-------! IMPROVEMENT PLANS FOR: I ' 'l'HE CHURCH OF .JESUS CHRIST OF LATTER-DAY SAINTS I tN!TiAl ENGlNEER OF WORK REVISION DESCRIPTION f 040803 / en a 00 _,_F.c,..I R=E'--=& WATER LINE KEY NOTES: 0 ® @ © © © 0 ® ® (f_w ()J) © 6" HOT TAP FOR FIRE LINE. RE: OMWD STD. DWG. NO. D-i.1 & OMWD STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER MAINS AND FACIL!TIES, SECTION 15056. INSTALL 6" GATE VA.LVE. RE: OMWD STANDARD DRAWING NO. D-·21 & 0-2.2 FOR DETAIL. INSTALL 2" N,,Afii., ASSEMBLY, RE: OMWD STANDAllD DRAWING NO. A-'2,'9 FOR DETAIi .. :t71 L.F, OF 6" 0900, Cl 150 (CLASS 12454-B) PVC F!RE UNE. INSTALL 1 1 /2" SEf<VICE SADDLES PER OMWD STD, DWG, NO, 8--1.:l FOR DETAIL. ll~STALL 2" SERVICE SADDLES PER OMWD STD. DWG. ND. 8-1.5 FOR DETAIL. INSTALL 6" 90° ELBOW PER OMWD STDS. & SPECS. INSTALL 6" GATE VALVE. RE: OMWD STANDARD DRAWHJG NO. D--2.1 & D--2.2 FOR DETAIL. NOT USED. CONSTRUC1 THRUST BLOCK (TYPICAL). OMWD STANDARD DRAWING 022233/D· 3.5 INSTALL FIRE HYDf<ANT ASSEMBLY. RE: OMWD STANDARD DRAWING NO. C-1 . 1 FOR DET.'\IL. 1 1 /2" IRRIGATION WATER METER. RE: OMWD STANDARD D.RAWING NO. 8-1 .. 3 FOR DETAIL @ 2" DOMESTIC WATER METER. RE: OMWD STANDARD DRAWING NCL B-1.5 ,-OR DETAIL (1,}) @ @ @ INSTALL 2" BACKFLOW PREVENTOR FOR DOMESTIC LINE. RE; OMWO STANOP,RD DRAW!NG NO, C-·2, 1 FOR OETA!L. itlSTALL 1 1 /2" BACl<FLOW Pr,EVENfOR FOR IRRIGATION UNE. RE: OMWD STD. DRAWING NO. C--.2.1 FOR DETAIL. INSTALL 2" PVC IRRIGATION WATER UNE. ±3.32 l..f', OF 2" COf'PER WATER LINE, TYPE K (DOMESTIC). ± 14 Lf. OF 6" C900, CL 150 (Cl.ASS 12454-B) PVC F!RE Ut,E. SC.ALE: i "= 1 O' I ;f .. -- I I / I . / ·~:,~-----~<~ .~:.-.:•-~'>> -tJiii~1; t~:~s-r·~-Er::~:·ct~}~ ~::::~"'-i <:-.,'.oo'.:-:<':O:"_::•,:~.:<.:i.' S : ,; , :::::: ::•_;::::: .:,;<,::;•,: "":-:::..::::',,._o:,:::•<--W ••~'-''"' -, ,.,.,, .,., .. ::,~• r----• _, '"·--·-----"'-/,--····------------ -------·-· NO. ··-··-· (±) @ r ------------·-----· i"IRE LINE DATA I ' I ' BE,\R!NG + LENGTH I REMARKS I ----- N75"00'28"W 1··' , I {-;" 0 PVC N15"02'19"E 14' 6" PVC --·--· -----. --- IM.PORTANT NOTICE SECT!ON 4216/4217 OF THE GOVERW,iENT CODE REQUlf!ES A D!GALERT INDENTiFICAnm, NUMBER BE lSSUED BEFORE A PERMIT TO EXCAVATE WiLL BE VALID. FOR YOUR DtGALERf I.D. NUMBER CALL UNDERGROUND SER\hCE ALERT AT: 1-800-422--4L33 TWO WORKING DAYS BEFORE YOU D!G i F'IRE & WATFF~ LINE_ 1. - BASIS OF BEARINGS FIRE LANE STRIPING: (1) STRIPE SHALL BE SIX INCHES WIDE PAINTED W/ AN EXTERIOR ACRYUC LATEX. COLOR SH/,LL BE "TRAFFIC RED"" G!LDDEN NO. 63251 OR EQUAL. (2) LETTERS SHALL BE 4" HIGH PAINTED WITH A~J EXTEl'<IOR ACRYLIC PAINT. COLOR " TRAFFIC GLIDDEN NO. 563245, APPLICATION: (1) STRIPE MAY BE BRUSHED OR SPRAYED, TWO COATS REQUIRED. (2) L.ETTERS SHALL BE STENCIL FORMED, BRUSH APPLIED AND SPACED 15' SPAC!NGS. RE: Ci1't' STD. FIRE LANE PAIIING DETAILS. r·1RE HYDRAN1 EXISTING Wt\TE:l-< LINE G 40 l~;r:-,11 LIGHT GRAPHIC SCALE: 1" -40' THE BASIS OF BEARINGS FOR THESE PLANS IS THE NAO 83, ZONE 6, Gf,ID BE.ARING BETWEEN STATION "LOMAX" AND STATION "HPGN1107", AS SAID STATIONS ARE PUBLISHED IN INDICATES RECORD DATA PER PM 13524 INDICATES DOCUMENT RECORDED 12/15/93 /\S DOC# 19'13-·0845350 ~~~O,;,~~" ~~GO COUNTY HORIZONTAL CONTROL BOOK. I.E. N r;;EWE~~_() dl ./ _ / _ -~ ,--;---,,-,-----,-·----·----·--------·---,-·--..,..--.,..,,,---.,..---•,-;::==~';::1r=,s=·p=E=c=1=o=·R=_= ....... ====-===·· ==(B==L=,a~! r J i--~-'mJ. ___ ·1:·~-~~--~-..j..-~~··_::_-_.E-_111·_·ll1:_··:t __ o_ca_"""_1_N_f:n_s _____ -1--_--+ ----·---+----+·':=.-==~ ~ !1.· (: ITY OF' C l1.RLS BAD sH8EETs L{__j ENGINEERING DEPARTMEfH !-----+---l------------------l---1------4--4---i ==--·=-====··=··=----=-=··=---==· =--=-=··· ::::··=--==== l)f) ENGINEER OF' "\~ORK MAF~K A. THOMPSON, PE RPE NO. C:604-37 / • .f-03 ·--·--"--'--=-- 0 A TE EXF'. 6/30/04 !---+------1--------------------t---f----j,----j----1 I-==+==+-------------·-··------t---------1---f---+----l DATE INITIAL DATE lN!TiAL DA rE lNIT!AL ENC!NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CtTY APPROVAL IMPROVEMENT PLANS (OMWD) FOR: THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAU-l'l'S A~ROVED: LLOYD 8. H(,!BB§ ~~-·-1 ✓-6 t"'. c ~ l-'.f~ "! ~., F~-----___ ~ , CITY ENGINE ... , PE: 89 EXPIRES:12/31/05 DA"i: . I DWN BY: ____ ::-: PROJECT NO. llDR/eWIW' N(il. 2~~g ~{: ~!~~tl ____ ?J!?~~ _____ ~:; J I ------=====-1 f 040803 ---------------····-~--------·· FlR[ UNE DATA ----·-"---, ... -· ·--- NO. i BEAF<ING LENGTH REMARKS ' ····-··"--- (4) ·-N86"10'10"W 13.13' 6" PVC . ·--------"-· --"·" . ·--------- (?) N74"55'04"W 'I 20.20' 6" PVC ----------------_________ I ,,.--- "9) sa2·34'50'\N 47.26' 6" PVC ---------------·---·- C) ~-9 i\J74°55'i).4"W 36.27' 6 " PVC --------· -. --------- @ S60'04'56~'W 282 ~-" PVC D ----·- 1171 ,'._;, S3TJ,1-'5P"W 38.1 1 ' 6" PVC . ! ,...~ S26"19'56''W 2.3.55' I® 13,, r0 vc ' ' \) ,--., S14~59'.32"W 38.1 1 ' . " PVC (') j --r~-----------·-. ' ~J) S75~00'28"E 13.19' " i 6 PVC i ' ___ __; ' . ~• -· ,--~---.•-·•--.. A. ""'"·~··~··•·-...... -. -)·· 260 EXISTING 112" WATER MAIN 258 · ·-.... .,, .... -....... -~-"- 250 . ······-· --. -; F!RE HYDRA~[ :MARKEf"<, SDRSD DWG . NO. M;~ 19\ BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THESE PLANS IS THE NAO 83, ZONE 6, GRID REARING BETWEEN STATION "LOMAX" AND STATION "HPGN1107", AS SAID STATIONS ARE PUBUSHED !N THE SAN O:EGO COUNTY HORIZONTAi.. CONTROL BOOK. I.E. N 79"05'25" w. ! ! i ........ ---} ... -· ' PROP©SED 6" PVC[ (C900, CL / 50) FiRE U~iE ------+---~ . . .. ···. ' i -.--··--··· FIRE: WA1'FR Lli\JE PROF-ILE FiRE HORT. SCALF.: 1 "=20' VERT. SCALE: i "=-4' "PROPOSED" THE CHURCH OF JESUS CHRIST OF lATTER-·DAY SAINTS 16,674 SY. FFE=258.40 PLAN 0 OCi .. ' --~ 0 SCALE; 1 ";;;;:2Q' INlPORTANT .NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE: REQUIF:ES /J.. DIG ALERT INOENT'FICA T!ON NUMBER BE ISSUED BEFORE i\ PERMIT TO EXCAVATE V~LL BE VAUD. FOR YOUR D!GALERT I.D_ NUMBER CALL UNDERGROUND SERVICE ALERT /', T: TDL .. L TWO VlO!~K!NG DAYS BEFOHE YOU DlG E"'C' I.N .. 'ER 1.f'i _l -~ ~__; I • RPE NO. C60437 OF i WORK (-1-6) DI, TE . _i_i'll , ;;; __ ,,.__\ ,i _i-,i!f ( 1'i} i ',/....../ If I '~ ... , /( "'4o"l , 1· ;' J ' ' / ; I _, ' 272 270 .. ···•·•······ .... ·; ........•......... 268 ! 266 264 262 260 258 254 252 250 248 FIRE & I/I/ATER LiNE KtY NOTES: 0 © 0 ® ® f g) @ @ @ tf:J) @ 6" HOT TAP FOR FIRE LINE. RE: OMWD STD. DWG. NO. D-1.1 & OMWD STANDARD SPECiF!C.AT!ONS FOR THE C0NSH"\'.UCTI0N OF WATER MAINS AND FAOUT(ES, SECTI0M 15056. INSTALL 6'' CATE VALVt. RE: OMWD STANDARD DRAWING NO. 0-2.1 &: 0-2.2 FOR DETAIL. INSTALL 2" ~ ASSEMBLY. RE: OMWD STANDARD DRAWING NO. A-2.}b FOR DETAIL '1' L'" o·· 6' "9"0 CL 1·0 lr[A'"'' ,,4--L B' P>"' x: ,.} .l-, !-C \,1 , ;J , .., . ';).) , 2. .') , ~ . ) , v.,; FIRE UNE. CONSTRUCT THRUST BLOCK (1YPICAL). OMWD STANDAfW DRAWlNG D-3.5 / SPEC. 0222.3. 1NSTALL 6'' 1 "1.25' ELBOW PER OMWD STDS. & SPECS. INSTALL 6" 22.5' ELBOW PER OMWD STDS. & SPECS, ±47 l.F. OF &" C900, CL 150 (CLASS 12454-·8) PVC FiRE LINE. ±36 i..F. OF 6" C900, CL : 50 (CLASS 12454--8) PVC FIRE LINE. INSTALL FIRE HYDRANT ASSEMBLY. FIE: OMWD STANDAF/0 DRAWING NO. C-1.'i FOR DETAIL. JNSTALL 6" DOUBLE DETECTOR CHEG~< ASSEMBLEY FOR FIRE UNE. RE: OMWD STD. owe. NO. c--3.3 FOR DETAIL. CONSTRUCT THRUST BLOCf< FO~ TEE. F~E: OMWD STANDARD DR~W!NG NO. 0---3.3 FOR DGAIL, INSTALL 6"x6"x6" TEE W/ FLANGED OUTLET. RE: OMWO STD. DWG. NO. C--L 1 FOR DEJAiL. iNSTALL 6" 4-5' ELBOW PER OMWD STOS. & SPECS. (L§) ±3 L.F. OF 6" C900, Cl. 150 (CLASS 12454-8) PVC FIRE LINE. ±38 L.F. OF 6" C900, CL 15D (CLASS 12454-8) PVC FIRE LINE. (L§) ±24 L.F. OF 6" C900, CL 150 (CLA-3S 1245l-B) PVC FIRE UNE. ±50 LF. OF 6" csno, CL 150 (CLASS 124-54-8) PVC Flr-(E UNE. ® iNSTALL 6" 90" r:_sow PER OMWD STOS. & SPECS. {JJ ± 13 L.F. OF 6" C900, CL ! 50 (CLASS 12454--8) PVC FlRE LINE. !----+-··-· ------------------+--+--l----1--......J EXP. 6/30/04 DATE IN!Tlf,l. DATE REVISION DESCRIPTION lN!TIAL DATE ENGINEER OF WORK OTiiER APPROVAL CJTY APPROVAL 040803 0 20 41) ~-~-t'ltl !j GRAPHIC SCALE: 1" = 2D' ,_/½4 ___ :: _________ : __ -,:,2/-e 7 I P.E~b.. EXP.JLt'!e2. 1--------·-----·-------' D.t,.,TE