The URL can be used to link to this page

Home My WebLink AboutDWG 434-1A; SDP 04-13; HUNTERS POINTE; 01-33' I f ii : ·1 I ' ' i ---, .. ,-·;--------.. ···~·-. ·~· . ,,c,.~ • ..,..rr-·,~.; Af . . " GRADING NOTES ' 24. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RfSUI.T/NG IN THf PONDING OF' WATER IS NOT PERMITTED. ALL fARTH£N SWALES ANO DITCHES SHALL HA\!£ A MINIMUM ONE PERC£NT SLOPE. PRECISE GRADING, EROSION CONTROL & IMPROVEMENT PLANS FOR WORK TO SE DONE TH£ PRECISE GRADING ANO IMPROV£MENT WORK SHALL BE PERFORMED IN ACCORDANCE Wini THE FOLLOWING DOCUMENTS, CURRENT AT THI; TIMI; OF CONSTRUCT/ON, AS DIR£CTEO BY THE crrr ENGIN£ER. (IN ADDITION TO THE REQU/REM£NTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) I. THIS Pl.AN SUPERSEDES ALL OTHER Pl.ANS PREVIOUSLY APPR0\/£0 BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2, APPROVAL OF THIS Pl.AN DOES NOT LESSEN OR WA/\lf ANY PORTION OF THE CARLSBAD MUNICIPAL CODE:, RESOLUTION OF CONDtnONAL APPROVAf, CITY STANDARDS OR OTH£R ADDITIONAL DOCUMENTS LJSTED H£REON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHA/.L REVISE TH£SE Pl.ANS WH£N NON-CONFORMANCE IS DISCO\/£RED. J, CITY APPROVAL OF PLANS 00£S NOT R/1.IEVE THE DE:VfLOPER OR ENGINEER-OF- WORK FROM RESPONSIBIUTY FOR THE CORR£CTION OF £RRORS ANO OMISSIONS DISCOV£REO OUR/NG CONSTRUCTION. ALL Pl.AN REVISIONS SHALL BE PROMP7lY SUBMITTED TO TH£ CITY ENGINEER FOR APPROVAi.. ,,, A RIGHT-OF-WAY· PERMIT FROM THE crrr ENGINEER WILL BE REQUIRED FOR ANY WORK IN TH£ PUBLJC RIGHT OF WAY. PRIOR TO P£RMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE ALEO NAMING THE crrr OF CARLSBAD AS AN ADDITIONAL INSURED ON TH£ PERMITTEE'S POUCY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF UABIUTY. THr INSURANC, COMPANr WRITING THE POL/Cr MUST HA\£ A fff;,TING Of .,,. AND A Sile 5. 6, 7, a. 9, ~!fGORY Of CLASS V AS ESTABLISHED BY "BESTS KEY RATING GUID~ UNLESS EXEMPTED BY SECTION JOl.(b)5 OF THE UNIFORM BU/LO/NG COD£, RfTAJN/NG WALLS OUTS/OE OF PUBUC RIGHT OF WAY REQUIRE SEPARATE ?£RM/TS FROM THE BUH.DING DEPARTMENT. NO WORK SHALL BE: COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM TH£ CITY ANO OTHER APPROPRIATE AG£NCIES. APPROVAL OF THESE PLANS BY THE crrr ENGINEER ODES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED ANO A VALID GRAD/Nr; P£RMIT HAS BEEN ISSUED. NO REVISIONS WILL BE MADE TO THESE Pl.ANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN TH£ REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE Pl.ANS ANO THE TlllE SHEET. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY . UPON BE/NG SIGNED BY THE CITY ENGINEER. 1 (), THE ORIGINAL DRAWING SHALL BE REVISED TO REFl.ECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. ' · I I, ACCESS FOR ARE ANO OTH£R EM£RGENCY V£HICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12, WH~ TRENCHES ARE WITHIN crrr EASEMENTS, A SO/LS REPORT COMPRISED . _,, OF: (A) SUMMARY SH£ET, (B) LABORATORY WORK SHEETS ANO {C) COMPACTION ._,,,,. CURV[S, SHALL BE SUBMITTED /J'f A PROFESSIONAi. ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE A/1.0 OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF R/1.0 TESTS. I J. A SOILS COMPACTION REPORT ANO COMPLIANCE V£RIRCATION REGARDING ADHERENCE TO RECOMM£NDATIONS OUTUNEO IN THE SOILS REPORT IS REQUIRED PRIOR TO TH£ ISSUANCE OF A BU/lD/NG P£RMff, ALL CONTROLLED GRADJNr; ~~ : gft1fo#ff ~E~RT/Jf,P1;/J_~cng~G~t5J~~Ti1W: rJ:j,Gl~EEfi,p(jfO THE SOILS M£CHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTEO IN ACCORDANCE Wini THE CITY OF CARLSBAD STANDARO SPECIFICATIONS ANO TH£ • EARTHWORK SPECIFICATIONS • ATTACH£0 TO THE PRELIMINARY SOILS IW£STICATION. DAILY R/1.0 COMPACTION REPORTS WILL BE SUBl,I/TTEO TO THE Pff0,J£CT INSPECTOR. J 4. A PRECQNSTRUCTIOH Mffi/NG SHALL BE HELO AT THE SITE PRIOR TO THc B£GINNING Df WORK AND Sl/&L BE ATTFNDEQ Br ALL ff£PRES£NTAll\lf5 RfSPONSIBf..£ FOR CONSTRUCTION, INSPECTION, SUPERVISION. IESTING AND ALL QTH[R ASPECTS Of THE WOR~ THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK760) -138-3891 AT LEAST AV£ (5) WORKING ll'\YS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULJNG. TH£ GRADING P£RMIT WILL BE PROVIDED /J'f THE PROJECT INSP£CTOR AT THE MEETING. 15. ALL INSPECDON REQUESTS OTHER DtAN FOR PRECONSTIWCTION MEETING WILL B, ~fin ~581'.'.'~~~ l/JMcWft'/f&£11Q&, iff:fgg fm~S[, z¼llf e.t~ ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSP£CTIONS WILL BE MADE TH£ NEXT WORK DAY UNLESS YOU R£QUEST OTHERWISf:. REQU£STS MADE AFTER 2:00 P.IJI. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT 1r/ROUGH THE D£Vfl.OP£R AND/OR CONTRACTOR SHALL DESIGH, CONSTRUCT ANO MAINTAJN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO F£D£RAL SAFETY ANO HEALnl STANDARDS, LAWS ANO REGULATIONS. ' I 7. THE CONTRACTOR SHALL CONFORM TO LABOR CODE S£CTION 6705 BY SUBMITTING A DETAIL PLAN: TO THI; CITY £NG/NEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING TH£ £XCAVATION OF SUCH TRENCH OR TRENCHES OR DUR/NG 1r/E PIPf INSTALLATION THEREIN. THIS PLAN MUST BE PREPAR£D FOR ALL TR£NCHES AV£ F£ET (5J OR MORE IN DEPnl ANO APPROVED BY TH£ CITY ENGINEER AND/OR CONCERNED AG£NCY PRIOR TO £XCAVATION. If THE PIAN VARIES FRO/J THE SHORING $YS1fll STANDARDS ESTABLISHED Br THE CONSTRUCDQN SAEITf ORDERS. rm,E 0 CAUFORN/A ADMINISTRATI\£ CODE, THE PIAN SHA[! Bl PR£PAREO Br A REGISTERED ENGINl;ER AT TH£ CONTRACTORS EXPENSE:, A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. . 111. NO BLASTING SHALL BE PERFORMED UNTIL A VALJD BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY Of CARLSBAD. SUBMIT APPLJCATION FOR BLASTING PERMIT WfLL IN ADVANCE OF THE SCH£DULJNG OF BLASTING OPERATIONS. I 9. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCQVCRED WITHIN ANY WORK AREA DUR/NrJ CONSTRUCTION. OPfRATIONS WILL C£ASE; IMIJEDIATfLY, AND THf 1 PERl,IITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART '\ UNTIL THE PERM/mE HAS RfC£/VEO WRITTEN AUTHORITY FROM THE CITY , 20. :.Gi::~~gNi: g~NDUCTEO ON THE SITE OR ADJACENT THERETO, INCLUDING \\ WARMING UP, REPAIR. ARRIVAf, DEPARTURE OR OPERATION OF TRUCKS, [ fAKTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY 01r/ER ASSOCIATED GRADING £QUIPM£NT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSU EACH DAY, MONDAY THRU FRIDAY AND NO W?/'HMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOUDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL QII:-SITE HAUt. RQU!fS SHAU BE SUBMITTED Br THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL 7WD All L WORKING DAY$ PRIOR TO BEGINNING Of WORK. 22. IMPORT MATERIAL SHA/.L Bf OBTAJNfO FROM, ANO WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE crrr' ENGINEER. THE CONTRACTOR SHALL BE R£SPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROI/ITT DR ADJACENT STREQS AS A RESUl,T Of THE GRADING OPERADQN, 2J. fJRUSH SHALL BE REM0\1£0 ONLY WITHIN THE AREA TO BE GRADED. NO TRfES ARE TO BE REM0\1£0 UNLESS SP£C/RCALLY NOTED ON THE PLAN. EARTHWORK QUANTITIES * RAW CUT: 68,621 C.Y. ADJUST£D FILL: 68,621 C. Y. TOTAL GRADED AREA: 15.0 (4575 C. Y./AC) * QUANTITIES SHOWN AR£ FOR BONDING ONLY AND ARE NOT TO BE USf;:O 25. TH£S£ Pl.ANS AR£ SUBJECT TO A SIGNED ANO APPR0\1£0 SET OF £ROS/ON CONTROL Pl.ANS. EROSION CONTROi.. SHALL BE AS SHOWN ANO AS APPR0\1£0 BY THE crrr ENGINE£R OR AS DIRECTED BY TH£ PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A AN/SH GRADE TO PRDOUCE A UNIFORM SURFACE ANO CROSS SfCTIOH. TH£ SITE SHALL BE WT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE: REMOV£D ANO DISPOSED OF' AT A SITE APPROVED OF /J'f THE CITY £NG[EER. 27. ALL SLOPES SHALL BE IRRIGATED. STABILIZED, Pl.ANTED AND/0 HYDRO~£DED · WITHIN TEN (10) DAYS OF THE TIM£ WHEN .fACl:I SLOPE: IS BI UGHT TO GRADE AS SHOWN ON THE APPR0\/£0 GRADING Pl.ANS, : · 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQU/R£0 BY TH£ CITY OF CARLSBAD LANDSCAPE MANUAL. THE LANDSCAPING Pl.ANS FOR THIS PROJECT, DRAWING NO. 434-11.., AND/OR AS DIRECTED BY THI; CITY ENGINEER OR Pl.ANNING DIRfCTOR. 29. THE OWN£R/APPLICANT SHALL INSURE THAT ALL CONTRACTOl?S SHALL COORDINATE THE WORK OF' TH£S£ GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE ANO IRRIGATION PLANS AND THE IMPROV£M£NT PLANS AS REQUIRED FQR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL 1/Mf REQUIR£MENT5. JO. STORM DRAIN PIPE SHA/.L BE RE/NFORC£0 CONCRETE PIPf WITH A MINIMUM D-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 F£U ANO BACKFILLED WITH 3/ 4 • ROCK PER SDRSO S-4 TYPE •c• ANO PIPE MEETS ASTM STANDARD JOJ4 FOR S()R 35 SOLID WALL PIPE. JI. WHERE AN Di/STING PIPE UNI; IS TO BE ABANDONED AS A RESULT ()F THf GRADING OPERATION, IT SHALL BE R£MOVEO WITHIN TWENTY FEU OF BUILDING OR STREET AREAS AND REPLACED WITH PROP£RLY COMPACTED SOILS. IN OTHER AREAS TH£ PIPE WILL BE PLUGGED WITH CONCRETE OR REM0\/£0 AS APPROVED BY THI; CITY ENGINEER. 32. TH£ CONTRACTOR SHALL VERIFY THE LOCATION OF ALL DlfST/NG FACll.fTIES (ABO\IE GROUND AND UNDER GROUND) WITHIN TH£ PROJ£CT SITE SUFFICIEN7lY AHEAD OF GRADING TO P£RMIT TH£ REVISION OF THE GRADING PLANS IF ff IS FOUND THAT TH£ ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. ~ JJ. TH£ CONTRACTOR SHALL NOTIFY AFF'ECTED UTILJTY COMPANIES (SEE BELOW) AT LEAST. 2 FULL WORKING DAYS PRIOR TO STARTING GRADING N[AA THEIR FACIUTIES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATl\1£. UNDERGROUND S£RVIC! ALERT 1-800-422,-4 I 33 SDG&E l-800-660,-734J SBC l-800-892,-012J CITY OF CARLSBAD(STREETS .t STORM DRAIN) 760 434-2980 ADELPHIA CABLE COMMUNICATIONS ~760~ -1J8-7741 CITY OF' CARLSBAD(SEW£R, WATER .t R£CLAJMED WATEI?) 760 438-2722 VALL£CITOS WATER DISTRICT (760) 744-0460 34. PERMIT COMPLIANCE REQUIR£M£NTS: A FOR CONTROLLED Gflf)ING-THE APPLICANT H/R£S A CIVIL ENGINEER, SOILS £NG/NEER. AND OR GfOLOGIST TO G/\1£ TECHNICAL ADVICE, OBSER\IE ANO CONTROL THE WORK IN PROGRESS /15.16.120 AB/ CARLSBAO MUNICIPAL COOC. 8. PRIOR TO FINAL APPROVAL Df A GRADING PERMIT-THE F()LLOWING REPORTS MUST BE SUBMITTED TO THI; CITY £NG/NEE~ VIA THE PROJECT INSPECTOR / 15.16. I 20 A 1 OJ CARLSBAD MUNICIPAL COD£: (1) FINAL REPORT BY SUPERVISING GRADING £NG/NEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE Pl.ANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WIT/;/ CITY CODE ANO THE APPR0\1£0 PLANS (OBTAIN SAMPLE OF' C()MPLIANCE LETTER FROM CITY ENGINEERING DEPARTM£NT). (2) AS-BUILT GRADING Pl.AN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMEND£() SOIL BEAR/Hr; CAPACITIES, A STATEMENT. AS TO THE £XPANSIVE QUAUTY OF THE SOil., ANO SUMMAR/£S OF R£LD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT /J'f THE SOILS ENGINEER THAT THI; GRAD/N(; WAS DONE IN ACCORDANCE WITH 1r/E REQUIREMENTS AND RECOMMENDATIONS 01/TUNEO IN THE PREUMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. ( 4) REPORT Wini AS-BUILT GEOLOGIC Pl.AN, IF REQUIRED /J'f THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN QNE {I) \'fAR AFTER THI; CITY £NGINEER'S APPROVAf, THESE PLANS MAY BE Rf;QUIREO TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH R£CH£CK. . 36. THE SOILS REPORT Tl11.£D "UPDATE G£0TECHNICAL INVESTIGATION, VILLAGES OF LA COSTA-THE OAKS: PREPARED BY GEOCON, AUGUST .J, 2001 AND "CHANGE OF GEOTECHNICAL £NGIN£ER OF RECORD AND UPDATE: G£0TECHNICAL RECOMMENDATIONS. HUNTER'S POINT" PREPARED: BY GEOTECHNICS, INC. JULY 1, 2005, SHALL BE CONSIDERED AS ~ PART OF THIS GRADING Pt.AN, ALL GRADING SHALL Bf DONE IN ACCOROANCf WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAIN£D IN SI\ID SOILS R£PORT. VALLECITOS WATEADISTRICT GENERAL NOTES 1. WATER LINES SHALL HAVE A MINIMUM OCVER OF 36 INCHES. ~£W£R LINES SHALL HAVE A MINIMUM COVER Of 5 FEET. 2. CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES 48 HOURS PRIOR TO CONSTRUCTION: VALL£C/TOS WAT£R DISTRICT. ............................. l-760-7-14-()460 COX COMMUNICATION ......................................... 1-800-227-2600 SDGE&E .............................................................. 1-800-227-2600 SBC .................................................................... 1-B00-227-2600 UNOEGROUNO SERVICE ALERT ............................ l-800-227-2600 J.' IT SHALL 8£ THI; RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL SUBSTRUCTURES, WHETHER SHOWN ON TH£ PLANS OR NOT, AND PROT£CT TH£M FROM DAMAGE. TH£ AC71JAL LOCATION AND DEPTH OF ALL EXISTING WATER AND SEW£R LINES IS TO BE Vl;RIFl£D BY THE CONTRACTOR ANO ANY DISCREPANCY IS TO BE BROUGHT TO TH£ ATTENTION OF TH£ £NG/NEER OF WORK FOR CORRECTION AND THEN SUBMITTED TO TH£ DISTRICT FOR APPROVAL 4. NEITH£R THI; ENGINE£R, OWNER NOR THE VALL£C/TOS WATER ()/STRICT SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF SAFETY STANDARDS. 5. A PR£CONSTRUCTION CONFERENCE MEETING SHALL Bf HELD A MINIMUM Of THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION. 6. A SIGNED SET OF IMPROVEMENT Pl.ANS DO£S NOT IMPLY THAT CONSTRUCTION MAY Bf:GIN. THE CONTRACTOR MUST CONTACT TH£ VALL£C/10S WAT£R DISTRICT £NG/NE£R/NG DEPARTMENT TO CONFIRM. 7· ~~L D~ir Agg~iD:~G 0~o Nm: !C~'f~f o~T:tJI:D0:::::T~~~~f EgF s~iL VALL£Cf10S WAT£R DISTRICT. 8. PRIOR TO CROSSING EXISTING WATER OR SEWER FACILITIES, CQNTRACTOR SHALL SUBMIT EQUIPMENT SPECIFICATIONS, WEIGHT AND DEfl£(iTION CALCULATIONS FOR APPROVAL 9. CONTRACTOR SHALL VERIFY AND REQLJ£ST CONSTRUCTION WATER SOURCE AND AVAILABILITY PRIOR TO START OF GRADING. 1D. STATE HEALTH DEPARTMENT R£QU/R£S CERTIFIED 8ACKflOW DEVICES ON ALL HARD PLUMBED CONNECTIONS TO DISTRICT CONSTRUCTION. METERS. FOR BIDDING, BUDGETS OR OTHER PURPOSES. , •NOTE: VALLtrCITOS PIANNING ' ENGINEERING SURVEYING HUNSAKER & ASSOCIATES S.t.N DIEGO. 11'4C 10179 Huennekens Street San Diego, Ca 92121 PH(858)556·4500· fX(856)556•1414 ALL LANDSCAPED ARE:AS FLATTER THAN .J: 1 SHALL BE 2 • BELOW FINISH GRADE. ENGINEER OF WORK . Q ✓ .Y ll,a-£, RA~L.MA'f?-tw RC£ NO 48570 EXP. 5/30/06 ... · . . WATE,R f /STRICT Approve~: ~y: ·~Al -~ HUNTERS POINTE I. 2. CARLSBAD MUNICIPAL COOC. VICINITY MAP NTS OWNER'S CERTIFICATE F MARCOS II ROJECT TE I HEREBY CERTIFY THAT A REGISTERED SO/LS £NG/NEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OV£R ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION ANO STi THIS SITE. /,A. BY: DATE BY: DATE SOILS ENGINEER'S CERTIFICATE "" ~0?1;/Jl~~::::::::-:;;,-1 ~--\ ,,, \ ~ ~ COR!l•JnA STREET J. 4. 5. '' 6. / RANCHO SANTA Ff ROAD BACKBONE STREET ACCESS 7 AND IMPROVEMENTS PER • · DRAWING NO. 385-2 8. CITY OF CARLSBAD £NG/NEERING STANDARDS. THIS SU OF Pl.ANS. THE STANDARD SP£CIRCAT/ONS FOR PUBLJC WORKS CONSTRUCTION (GRE£N BOOK). SOILS REPORT AND RECOMMENDATIONS BY GE:OCON, INC. DATED AUGUST J, 2001 AND BY GEOTECHN/CS, INC. DATED JULY I, 2005 THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIR£0 BY THE CITY OF CARLSBAD STANDARDS. ANAL PROGRAM EIR 98-07. THE VALL£CITOS WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF WATER ANO SEWER SYSTEMS. 9. IN ACCORDANCE WITH CITY OF' CARLSBAD RESOLUTION NUMBERS 200J-31 I DATED DEC. 2, 200J. 10. SWPPP DATED JULY 21, 2005 WDID NO. 9 37CJJ5747 (HUNSAKER .t ASSOCIATES) PROJECT SITE /,, ( ,~ o& rr-:-7 I I. SWMP DATED AUGUST 8, 2005 (HUNSAK£R .t ASSOCIATES) LEGEND ~~ ',../'"',.,~ ~ ~ l ~ 0 RANCHO SANTA Ff ROAD ---'l"--._'."J I BACKBONE STREET ACCfSS I AND IMPROVEMENTS PER DRAWING NO. 385-2 MASTER TENTATlVE MAP BOUNDARY 0 rrr A I 1.,P. oir(e __ j I V MASTER TENTA, 1/VE MAP BOUNDARY DESCRIPTION Pf?OJECT BOUNDARY RIGHT OF WAY EASEM£NT UNE STORM DRAIN AREA DRAIN PIPE AREA DRAIN INLET SPOT El.f\lA TIONS DIRECTION OF ORA/NAG£ MODIFIED BROW DITCH STD-DWG. SYMBOL DETAIL ON SHT. J D-75 .t DETAIL ON SHT. J C) =:Y cur:,.~>'nLL I I, THOMAS CANADY, A REGISTER£D CIVIL ENG/NE£R IN THE STAT/; OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD Of APPLIED SOIL MECHANICS, H£R£BY C£RTIFY THAT STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MAD£ BY M£ OR UNDER MY MAP BOUNDARY \ 'v--- SLOPE £MBANKM£NT (2:1 MAX.) PUBLJC PED RAMPS (£XISTING) PER DWG. -129-70 ~o:P -·...-,·-- DIRECTION ON JULY I, 2005. TWO COMPLETE COPIES OF THE SOILS REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAVE BITN SUBMITTED TO THE OFFICE OF THE CITY £NG/NITR. FURTHERMORE, I HAVE R£Vf£WED TH£S£ GRADING PLANS AND CERTIFY THAT THE R£COMM£NDATIONS INCLUDED IN THE SOILS REPORTS FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SP£CIFICATIONS THOMAS CANADY R.C.E. NO. 50057 2>- fJ<P. DATE: 6/J0/07 "DECLARATION OF RESPONSIBLE CHARGE" DATE LA COSTA VICINITY MAP NTS PRIVATE PEO RAMP TYPE A PRIVATE PED RAMP TYPE B PRIVATE PED RAMP TYPE C DAYLIGHT UNE EXISTING CONTOUR FINISH CONTOUR DETAIL ON SHEET J DETAIL ON SHEET J 1111-111-1111· DETAIL ON SHEET J ---1B0--- I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PRMCT, THAr I HA\!£ EXERCISE/1 RESPONSIBLE CHARGE OV£R THE DESIGN OF THE PROJECT A DEFIN£0 IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, ANO THAT TH£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ROOF DRAIN STUB OUT (6"PVC) @ I UNDERSTAN/1 THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY TH£ CITY OF CARLSBAD DOES NOT R£UEVE ME, AS ENGINEER OF WORK, Of MY RESPONSIBILITIES FOR PROJECT DESIGN. ARM: HUNSAKER ,t ASSQCJAJFS ADDRESS: 1D 179 HIIENN£1<EN5 A\lf C/1Y, ST.: SAN-1.DJJLy:;cuGDu,,-1C..,,A ________ _ TELEP~· (8581 558-4500 ~-~--~~~.:;~2L~,;(,~~A~~,~.k,;;.~"e'.__ ____ DAre~S',-i_~~i~1~~-- /J'f: RAYMOND L MART/H P.f. NO.: f?C~£~4~8=6~ZO~--------- EXPIRATION DATE: 6/, .... JQ,;..lwOS,_ ______ ~_ THIS PROJECT IS LOCATED WITHIN ASSESSORS PARC/1. NUMBER(S) 213-112-02 0-1 05 06 THE CALIFORNIA COORDINATE INDfJ< OF' THIS PROJECT IS N 1981 E 6252 SOURCE OF TOPOGRAPHY R.J. LUNG &:. ASSOC/A T£S 28J2 WALNUT AVENUE TUSTIN. CA. 92680 (714) 832-2077 AERIAL TOPOGRAPHY FLOWN APRIL 2000 AND CITY OF CARLSBAD DRAWIN NO. 429-7C OWNERS / PERMITTEES LEGAL DESCRIPTION LOTS 207, 208, AND 209 OF THE CITY OF CARLSBAD TRACT 99-04-0J VILLAGES OF LA COSTA-LA COSTA DAKS NORTH, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE Of CALIFORNIA, ACCORDING TO MAP THEREOF NO. 15318, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 18, 2005. SHEET INDEX SHEET I SHEU 2 SHEET J .t 4 SHEU 5 -10 SHEET 11-16 SHEET 17 SHEET 18 SHEET 19 SHEET 20-32 '\,-""'£'EI JJ TlllE NOTES KEY MAP, NOTES DETAILS PR£CISE GRADE PLAN HORIZONTAL CONTROL PLAH PRIVATE UTIUTY Pl.AN GENERAL NOTES PR/VAT[ UTILITY PLAN KE'f MAP PRIVATE UTILJTY Pl.AN SECTIONS .t DETAILS PRIVATE UT/LfTY PLAH EROSION CONTROL PLAN REQUIRED TREATMENT CONTROL BMP TABLE AREA DRAIN CLEANOUT SOUND WALL MASONRY RETAINING WALL PI.ANTABLE RfTAINING WALL SEWER MANHOLE CURB .t GUTTER 6" CURB RIBBON GUTTER DEEPENED FOOTING S-J SEPARATE PERMIT C-4 SEPARATE PERMIT G-2 G-1 DETAIL ON SHT. J SEWER BACKFl.OW PR£\1£NTER R£QUIREO 4• P.C.C. SIDEWALK A.C. PAVING/BASE TR,4SH f:NCLOSURE G-7, G-9, G-10 GS-16', /J\NOSWE P/J\NS STEPS (NUMB£R OF R/SERS/f£1GHT OF RISERS) • P£R CITY Of CARLSBAD STANDARDS --0,---- PPQPOOPTIOOQQQQDQWKiOOO: -=----: .. I:-.::. -----------. ----- 0 !8XM8MXXXXXMXXXXXXM ~ • LEGEND OF ABBREVIATIONS TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO AGREEMENT MAINATENANC£ FREQUENCY TOP OF CURB GRADE BREAK 8£G/N \!£RT/CAL CUR\!£ ENO \/£RT/CAL CURVE: FLOW THROUGH CDS UNIT PVT CC&R SEPARATOR PMSU 20_ 15 20,27 PER MANUFACTUR£R POINT OF INTERSECTION 8£GIN CUR\!£ END CURVE HIGH POINT LOW POINT 1--~_'LS_B4_o _riR._'E_D_fP._~_™_'Ei_Nr __ -t P~NJNC DEPARTMENT APPROVAL REQUIREMENTS: ~ ~ DATF:.'6 /21 /or; IMPORTANT NOTICE SECTION -1215/-1217 OF THE GOV£RNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER Bf ISSUED BEFORE A PERMIT TD EXCAVATE WILL BE VALID. FOR YOUR DIGALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT AT: TOLL FREE 1-800-422-4133 TC GB ave EVC Pl BC EC HP LP TW BW RP FL FS PR TOP OF WALL BOTTOM OF WALL RADIUS POINT FLOW LJNE AN/SHED SURf'ACE PRESSUR€ REDUCING SD ST RT N.T.S. CTB LT MVC Gf FF DF £OP IE FS TG RCP NUMBER OF F.H. :S-_I_I_ F.FLOfOSJG.P.lrl. Olff OF_l_F.H. :S-DON Nei:~PLANlilllll DOOX:TOR TWO WORKING DAYS BEFORE YOU DIG /J/JJG. SPR/N/(/£/J@ R~:irr= NQ__ F.FLOW ~G.P.M. sfz:sJi~4r ~~AA 1----l-----+----------------+---+--+---+--, PRECISE GRADING PLANS FOR: . ' ' QUANTITY i l 1.r 1 Sff SHEET IT 2,048 SF 5,68J SF SEE: SHEET 17 STDRI,/ DRAIN STREET RIGHT . 3,098 LF 5,822 LF , .1,897 LF NOT TO SCALE . CEMENT TRfATED BAS€ . LEFT MOD/FIE{) VERTICAL CU G-1~G£ FINISH£D Fl.DP AN/SHED FI.OOR OEEPENED FOOTING £OGE OF PAVEMENT INV£RT fUVATION FINISHED SURFACE TOP OF GRATE . REINFORCED CONCRUE Pl'f ~ ~ BENCH MARK HUNTERS POINTE DESCRIPTION: LOCATION: ELEVAnON: IJ..S. C. .t G.X. BRASS DISC STAMP£D l<JD2., 19J5' IN CONC. MON. POINT LIES 8.5' EASTERLY OF EASTERN EfjJI/ NI./Jk~H~'ti_ fgflf8.E= FE ROAD. TRANSMISSION LIN€ POLI! MARKED '71.2J011"AND "11.13825" AND APPROXIMATELY 1.2 MILES NORTHERLY OF THI! INTERScCTION OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE. 5JJ.J9 NGVD 29 I.ISL REVIEWED BY: ?: 4,..-er INSPECTOR 6/0.2./08 • DAT/! DWl't B'f;_ ~ DATE INITIAL ENGINEER Of WOR REVISION DESCRIPTION 1---D_AT_E~_IN_IT_IA_L-+-_OA_TE~_IN_IT_IA_L-t CHKD SY: --'-1.,!.- RVWD SY: DTHER APPROVAL CITY APPROVAL PROJECT NO, SDP04-13 ' ,. ·.1, DRAWING NO. 434-lA I J l . ~---------,-(, 'l ..... -;---, ..... ' I , I i, ,----------------------------------------------------'---------;_ __________________ .....;___________________________________________________________________________ ' ' ,. KEY MAP LEGEND ---------- CE) SUBDIVISION BOUNDARY BUILDING NUMEIER I ! I i f ' f I I t· ' I ! I I [ill -----s----- SHEF:T NO. SEWER STORM DRAIN I l •n, :: ;'j') ii 1' 11 GENERAL NOTES I I I I I I 1. SEE: TRACT MAP AND cASE:MENT Pl.ATS FOR EASEME:NTS, DIMENSIONS AND IDENTIFICATION. 2. PWIS PREPARE:D IN CONFORMANCE: Wlfl{ F.H..A.. DATA SHEU 798. 3. SETBACKS ARE: McASURES TO THE NcAf..£ST VERTICAL PROJE:CTION. 4. VERIFY LAYOUT AND DIME:NSIONS AT JOf' SITE:. S. Sff E:NGINE:ER'S PWIS FOR LOCATION OF UTIUTIE:S. /J. PROVIDE: GRADING DE:PARTME:NT CWRANCE Bf:FORE FOUNDATION INSPE:CTION. 7. ALL FILL TO BE APPROVED COMPACTE:O FILL 8. BUILDING PADS SHALL BE: GRADED IN ACCORDANCE: WITH CITY OF CARLSBAD. 9. CONTRACTOR TO PROVIDE: TE:MPORARY SANITATION FAC/L/71£S. 10. THE ANGLE OF RE:POSE IS AN IMAGINARY LINE .f5• TO THE HORIZONTAi.., EXTENDING DOWNWARD FROM THE BOTTOM CORNER OF ANY BUIWING FOOTING AND SHALL NOT INTE:RS£CT ANY PART OF AN EXCAVATION FOR UTILJTl£S, DFWNAG£, £TC. 11. BUILDING LAYOUT AND BE:FORE: mcNCHING ALL S&TBACK OIME:NSIONS SHOWN ON PLOT PWIS SHALL BE: VE:RIFIE:D. ANY DISCR£PANCl£S SHALL BE: REPORTED TO OWNE:R AND CONTRACTOR FOR RESOLUTION. 12. WALLS AND FE:NCE:S ARE: NOT PART OF THIS PERMIT. SEE: LANDSCAPE: PLANS. I J. ALL PVC DFWN LINE:S SHALL 8£ 6" MIN. SOLID WALL (UNLE:SS OTHE:RWISE NOTE:O), SCHEDULE 80, 1 fl MIN SLOPE:. 1-f.. ALL LOT DRAINAGE: S~LE:S AR£ TO 8£ A MINIMUM OF 1. 0 fl SLOPE:. 1 S. FOOTPRINTS ARE: BASE:O UPON ARCHITE:CTURAL PLANS DA TE:D JUN£ 6, 2005. 16. STREET ADDRESS SHALL BE: LOCATE:0 ON BUIWING J;XT£RIOR IN ACCORDANCE: WITH CfTY FIRE: COD£. 7 7. AN APPROVED BACKWATE:R VALVE IS RE:QU/RE:D FOR DRAINAGE: PIPING SE:RVING FIXTURES LOCATE:D BELOW THE: EILVATION OF THE: NEXT UPSTR&W MANHOLE COVER. AXTURES ABOvE' SUCH ELEVATION SHALL DISCHARGE: THROUGH THE: BACKWA T£R VAL VE: ' HUNSAKER •NOTE: ALL LANDSCAPED ARE:AS A..ATTE:R THAN J:1 SHALL Be 2• BELOW FINISH GRAOE. I FIRE HYDRANTS 0 BO 160 240 ~--~ SCALE 1 "a BO' ___ t--______ _ CD NOTE: S££ SHEET 17 FOR PRNAT£ UTILITY PLAN GENERAL NOTES. 'I • ,, ... ~ i Q r ~ ! I f f ~ I 1----+--+--------,------------t-----t---r----t-----, PRECISE GRADING PLANS FOR: j 7 ¥ ~iofESSJo,i,.~ ,, AS BUILT" HUNTERS POINTE . f ! :;-~~~~-1\DL.tt~-"-' BENCH MARK ~ ' .~. ·"'f',-~ DE:SCRIPTION: U.S.C. <I: G.X. BRASS DISC STAMPE:D tf_ f /gJ · ~~ "K302 •• 7935• IN CONC. MON. , f/, -/ l f Ii ' NO. C-48670 '?a LOCATION: POINT L/£5 8.5' cASTE:RLY OF cASTE:RN ~.., ~~· ~L?,J;;/4'4 ov;,o '0NlilAD C HAMMANN ',i, ' . '1, ll.· ENGINEER OF WORK r;. ,,.311-0· 8 8£RA1 LIN£ ON RANCHO SANTA Fe ROAD, • APPROV 9-:,.r . "I /,," 1 ..,.vu-f 7Jir NORTHERLY OF EJ.ECTRIC Re·~ 4b(,"10 £VP 0v/ooloo DATE 1----+--+------------------t-----t---·i----t------1 •»: ..., , o,/Z,S & ASSOCIATES SAN DIEGO. INC ~ . V/(fJtjy!i~X/lf 1~~~~-1.1:J§E:O r;;;:;~~-;;:;-;;;;~-"-· __ · _. _______ 7 -::-'..::-'.~-=~:+,~-=---;;:c~:;:-----------+----t---t----t--i l!c=1T=Y=E=N=G=1N=E=ER==Rc=E~J=J=o=sg~~=E~x=P.=S=/J=o/=C~-s~===•~oA::T~E 11 j : J I l.·.· ... . • V /1 +-. ./ I ~lfofNft.c•U'<~?;~ APPROXIMATEJ..Y 1.2 MILE:S NORTHE:RLY REVIEWED BY: o"'/,.,,./ac FU..1-1113.P.¢-WIL..T ~~D_W_N_B_Y,-_-_-_-_-,:,-.-_--., PROJECT NO, DRAWJN(J NO. , , [ 0C '~ _f"'"/ Jt( "' ~ 4, OF THE: INTE:RSE:CTION OF RANCHO -. ~ ~ I DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY .,/7 _ ., ! L~RA~~NCD~Lt-~M.~:.\~R~TllN~~~~~=/-~D:~~TE:__J_ __ ~:::::::::::~ ·::::::=_-~...:_ _____ J;~~~-.:.S4::N~T,~il~FE:~R~DA:_;D~AN~'D~LA-co_s_TA_A_i,t;_N_u£._.1~1/.~.....,;~·~~~~E:::•:-~~~========-:...::~::tf)£~~/~'u=~=:..J~~~~~1_ __ ~R:E:V~l:S:IO:N:_:D=E:.:S:C:R:IP~T~IO:N:_ ___ ~~~~~J_~.!,~'.'.:t~'.:Jl.::::Rvw==o=a=:O~=rc;r-==~~=~=====s=o=p=o=4-=1=3====:..:==4=34=-=1A=::_::'-!I !I 1. RCE: NO 48670 EXP. 6/30/06 -E1.£VATION: 533.39 NGVD 29 MSL INSPE:CTOR V DATE: ENGINEER OF WORI OTHER APPROVAL CITY APPRpVAL l ~ f . I l iii I L----------------------------------------------------------------------------------------------------,-------------11v:iiiwir'io1wiJioi?:2om5C-:i;5~].l ! f PLANNING 10179 Huennekens Street ENGINEERING San Diego, ca 92121 SURVEYING PH(858)556'4500· FX(858)558·1414 ------------------------------· ---------------- ., ' ) • •• • NOTES: J' S 7/2" MIN. CONCRETE •• • . 4 1. CROSS GUTTER TO 8£ CONST. AS SHOWN ON Pl.ANS. 2. MIN. GRADE 1.0:C AT FLOWLINE OF GUTTER. (SEE Pl.AN VIEW) J. CONCRE/£ SHALL BE 560-C-3250 P.C.C. PA\lf"D ROADWAY 4. PROVIDE TRANSVERSE JOINTS PER REGIONAL STANDARD DRAWING NO. G-10. 3' CONG. RIBBON GUTTER NOT TO SCALE 7 • <c 12: 1 MAX 6 • MONOLJTHIC CURB. SE£ RSD G~27 FOR OITA/LS 12• WIDE BOROER WITH 1/4" GROOVES APPROX. J/4" O.C. s' PRIVATE PEDESTRIAN RAMP-TYPE A 5' • "' 12: 1 MAX • <:, NOT TO SCALE: • <:, 12:1 MAX 6' MONOLITHIC CURB, SEE RSD G-27 FOR DITA/LS • "' 12' WIDE BORDER WITH 1/4' GROOVES APPROX. J/4" O.C. PRIVATE PEDESTRIAN RAMP-TYPE B CONG. CURB VARIES o• TO 6' • C, NOT TO SCALE RAMP PER ADA REQUIREMENTS PRIVATE PEDESTRIAN RAMP-TYPE C N()T TO SCALE: NDS /75, /76, /78, /78S, FLAT TOP STRUCTURAL FOAM POLYE:THYL£N£ ATRIUM GRAT£ AND W INHIBITOR. OPEN SURFACE AREA 14.5 SQ.IN. pvr; (6" MIN) D - .. l ,t:::==;t 4 • PVC ~-TOP OF GRATE ELEVATION PER PlAN PVC {6" MIN) --1/t L - - -·7,r --- IN\lf"RT "=---"'--'r_'--'M/.""'-"'N..'-1.::_....:_=-=-:...-=-.-=-::...::·-....:-=-=·Jc-=-=-cc.M,cc.'1/'lc..c_c...c:_....:_=-=_ I.E. PER PLAN AREA ORAi N INLET DETAIL NOT TO SCALE: 12• MIN 6"X6"-W1.4 X W1.f WELDED WIRE MESH(WWM) OR APPRO\lf"D EQUAL I• TW PER PLAN '---RETAINING WALL SEEE LANDSCAPE Pl.ANS FOR COLOR AND TEXTURE OF MASONRY WALLS 1' -ROUND CONCRETE DITCH NOT TO SCALE W=PER !'LAN lr-18" U1'LESS 0Tf£RWISE SHOWN I A-.J MODIFIED TYPE D TERRACE DITCH PER 0-75 NOT TO SCALE LINED DITC : . . . . ' ' ' . •' ... ~ :·. _: (~. ~ ._: : ... ' . _._j . ·1r,,.•· . -----............. 1-1/2" CLR • e·xe· -10 cA "' -WEUlED WIRE t.ESH(WWM) ·.• "-'-',',I.. ___ _,_ _r..j CUH:Fr WALL SECTION A-A NOT TO SCALE . , . SPLASH Wf'lal-LOCAT I ON ~W~l[~~llELOW. REIi-FORCE WITH e·,xe·)-10 GA WELDED WIRE i.tESH WWM LINED DITCH CONFLUENCE NOT TO SCALE CONCRETE DITCH-,,----. s·xs• -10 CA IIELDED WIRE hESH(WWM) ::--:: -:::13• SP~S,.~LL 1----+---+--------------t----t----i----t--'1 ~ CITYENG~~RINf !~~~~AD HUNSAKER & ASSOCIATES SAN OIECO, INC. PLANNING 1017'l Huemeken, Stteet ENGINEERING San Diego, Ca 92121 SURVEYING PH(B58)558·4500· FX(858)558·1414 *NOTE.· ALL LANDSCAPED AREAS FLATTER THAN J: I SHALL BE 2• BELOW FINISH GRADE. ENGINEER OF WORK R~~?t;,d.;_ f/,tfo, Jr,ffffliJo EXP. B/Jo/o6 DATE 11.0FESs lllll NO.C-4~70 £ri!. 06-30-DS · CMI. CAL\f 1-----1--4----------------+---+---l---t---t PRECISE GRADING PU\NS FOR: LOCAnON: EL£VAnON: BENCH MARK "AS BUILT" U.S.C. de G.X. BRASS DISC STAMPED µ "KJ02., 1935• IN CONG. MON. . J:. POINT LIES 8.5" EASURLY OF EASTERN 1...L:;,;,,_.,.,"""'°_.~tc-"~"""'t/2""·"-L"'---~J~I/ N~"lfTH~~Lr,{ffHfliif/!l~ FE ROAD. RCE +fx. ,o EXP. cv/e,c,/,:,e, TJ/tfJtl~!OJtl1~,~~1fs-"'tff§ED ' ' APPROXIMATELY 1.2 MILES NORTHERLY REVIEWED BY: OF THE INTf:RSECT'ION OF RANCHO ~ ,,.- SANTA FE ROAD No/0 LA COSTA AVE:NUE. 1 _£!,~·~r.£<. __ -~---- 5JJ.J9 NGVO 29 MSL ,-INsmTbR •· ~ e('.7 DESCRIPTION: HUNTERS POINTE "¥~ be, F!.L-t-1 DATE INITIAL ENGINEER Of WOR REVISION DESCRIPTION t ' l I -1 ,c,i i i~ I J ,' ', PLANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO. INC 10179 Huennekens Street San Diego, Ca 92121 PH(B58)5511-4500• fX(B58)558-1414 5.5' 19' PARKING 5' f\1D£ SID£WALK (WHE"R£ SHDWN ON PLAN) ~ 5.5' SEE LANDSCAPING Pl.ANS FOR SOUNDWALL 12' 12' 19' PARKING TYPICAL PRIVATE !)RIVE W/DOUBLE LOAI)ED PARKING NOT TO SCALE I.J' 1.J' TYPICAL PRIVATE DRIVE WI NO PARKING NOT TO SCALE 8' 5' 5.5' I I I I i PROJECT., BOUNDAR, BLDG - PLANVIEW • FOUNDATION I I --~, ::::::::=J~ '"'2 W//////// .aa T -'"' L FOOTING DEPTH Lx X' D c-PER FOUNDATION • ., • DRAWINGS SECTION G-G TYPICAL DEEP FOOTING DETAIL NOT TO SCALE CONCRffi TOPPING THICKNESS P£R ARCHITECTURAL Pl.ANS CONCRETE DECK~ I -4• _ 3 •+1=~:::::::!:::~2~~=:==tr:;;;=:='.=FF=P,ERPlAN ~f---,---'_,,,_______t - CONCRill SLAB PER STRUCTURAL DRAWING '-----.._GARAGE WALL • PER STRUCTURAL SEE LANDSCAPING'.-----._ . i"-.__LOT LINE Pl.ANS FOR SOUNDWALL ' PROJECT_--. BOUNDARY, SEE LANDSCAPING Pl.ANS FOR SOUNDWALL I DRAWING SECTIONH-H PROJECT BOUNDARY JB.9' 1, 1-i-------==--------1,, I ~,___1=0·.cco· _ __., CONCIIBTE DECK :1 ' !I 25.0' FINISHED GRADE I J.2' NOT TO SCALE 5.o· BUILDING 'NO. 9 S' W/0£ SID£WALK (WHE"R£ SH()WN ON PLAN) , AREA DRAIN (WH£R£ SHOWN ON PLAN) SECTIONB-B NOT TO SCALE" (FINISHED GRADE UTLJTY CABINET '. ,. ,, il 'l : t I Ir !f :t' ii SECT/ONA-A CONC APRON\ . PER PLAN ELECTRICAL VIMffiRS l ,, it :f NOT TO SCALE" PROJECT{-?ITY PROJECT/CITY BOUNDA Y FS PER Pl.AN I I L--- FF PER PIAN ' ' I ! ~ '! T i' t ---:----~ ll I 083106 \! J.O' J.5' j-JOUNDARY ~ l "' ,, L...c, -------· .1.1 B" CURB ==i====:::j~j~"-· -I '-.AC PAVING/BAS£ /J4- PLANTABLE R£TAINING ___/ ~ WALL PER SEPARA T£ PERMIT I I GROUND (EXISTING BROW DITCH PER SDRSD D-75 TYPE" B FINISH GR/ID£ I I ~-, ~'lo ~ E>IISnNG r_G:UND- BROW DITCH P£R SDRSD D-75 . TYPE B - SECTIONE-E TYPICAL UTILITYCABINET NOT TO SCALE 'I j 'I Q ~ .-31 I · I'_ 'I' · ·.-I· 1, I ~ ,_: 1'[; i!:. ,~ f , ''I -: '. 1'1 :i! 1 1, ,1, 1 1 ~ i r ,11 -. ~ :~llj __ / f :! SECTIONC-C SECTIOND-D NOT TO SCALE *NOTE: ALL LANDSCAPED AREAS FLATTER T/-IAN 3: I SHALL BE 2• BELOW FINISH GRADE:. ENGINEER OF WORK - Rf\D L. ~"1ad;_ ~/4~ NOT TD SCALE t----+----+--------------+----+--+-1-----1----l cr] CITYEN~~RIN~!~~~~AD ~ ~ . l .-...,fi~S\~:~~~10~/4'~ ,--~B;-;EtN~c~H~~M7A-;--;:R;-;K;---T-----;;,,:--:A:--::s:::--:::B:--:::u-::-r;:L:";:T;::;;.:;-. ----t=~t==t============t==t=::i:, t=t::=1 PR£CIS£ GRADINGi:t~~~:s POINIB ,,,,,f~ I_• ff· "~ " DESCRIPTION: u.s.c . .t: G.X. BRASS DISC STAMP£D ~ I ,.,, ,;,: " "K,J02., 19.J5" IN CONG. MON, ii!. ~0.~670~'t 1 ' LOCAnoN: POINT u£S 8.s· cAST£RLY OF cAST£RN ,.,.LL~/:: ,5_WAff 1-----1--+-----------------+----+------1--+---t;,c=========================~ -I -• , , &II, 06-JO-oa-· BERi,' LIN£ ON RANCHO SANTA F£ ROAD. DATF: APP Rev~ c9NRAO c. HAMMANN l , , \ ' t~Ns'Wff[ftfNRLf,JF £>fliJCWJ.k£D RC£ 4 e~,o c:xP. cx,/r;,q/ee. ~1 ; AL. ~~ ,,, ~ • ~ CM\. · . '7t2JOtt ANO "n.t.J825" ANO ~vi,'j~~;:---------'-----7---:----;+---,-hr---,-----::---:=-----------+---+--,--J_ __ _j___--cl CITY ENGINEER RCE 33069 EXP.6/30/011 DATE _lf i """ ~ OF TH£ INT£RSECTION OF RANCHO ~ ,:--p==~=--Jia~==='--------------+---+--'-l---1----1 DWN BY:----PROJECT NO. DRAWING NO, ~ 1 SANTA FE ROAD AND LA COST.4 AVENUE:. ,'.,,.;. r#,•r '-"!> 4'/.i>3/0 I DATE INITIAL 1----'D ... Ac.cTE:.......J....:l:.::NIT-"'IA::::~+"DA.,_.T.._E ...i_,IN:.::ITc::IAc,:L-1 CHKD BY:_~_ -f - ..:;;_qOfC""~'t--, I~ APPROXIMATE:LY t.2 1./ILE"S NORTH£RLY I R£VIEWEO BY: ce,J,,...1~ ~ A A0-61.Jll.-i !( !_• , £L£VAnoN: 5~.J.J9 NCVO 29 I.ISL INSPECTOR r7 OAT£ ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ✓-✓ SDP 04-l3 434-lA ! :[ ,_ _______________________________ ___; _________ ;__ ______ ==============================:::==:::::=========::===::::Ui:i! i IVWO WO 206-6 1 I Ri;'ffiilfo 48670 EXP. 6/30/06 TE ! 1l · -------r----~-]i11111 111irml-c;r: n -'-----,-'---1--·-----· ------- I I I I I I I I 4' Wit:£ CONC SIU:WALK SECTION F-F NOT TO SCAL£ 20 • 0----20 40 SCALE 1°:20' 6' / • • : •• _ _ _ _-;:·•··'•X,... ~----"· • .. ,,. --···· . 59.7J' ----··.• · •. ·--· 60 II -N/a,g·,s,la,·13 ,·::'•·.·-.. ', ···---••• _ 385._27• · -· •• -·· , __ . ._ ,.·:··,"··· ... --•---• · I ,,,,-:::. ------·-·-----------......... --.,. ________ :,::_' ,;~" ··--...... --~ -~ "":""' :,40 ----------<?/ '-: x-c----z ~ ··-·-.,;4 S -:_-=:: ::~:c-:::::cc --=>;.. \,..\\\; , 111 -+--------------------~----(!) PVTTYPfARAMP' ~---------.:'::· ------'• ---;izys-__s'2----3 __ / / --------~ \ \\ \-\--\ ....... ,,, ® PVT TYPE B RAMP• ' " •• ·, .• , @ PVT TYPE C RAMP• ' © PVT RAMP PER SDRSO G-~0 I I @ NO PARKING SIGN Pf:R ! ARCHITECTURIJ. Pl.ANS 5H£(:T ~I. I 1------+---1-------------1------+---1-----1----.1 ~ CITY OF CAR LS BAD ~ ENGINEERING DEPARTMENT HUNSAKER & ASSOCIATES SAN DIEGO. INC *NOTE: ALL LANDSCAPED AREAS RATTER THAN J: 1 SHALL BE 2" BELOW FINISH GRADE. ENGINEER OF WORK P£ VWD WO 206-621 · ' '----~___!_.:. __ ' .. ... i 0 l )----jj--•. '\: , , HUNSAKER & ASSOCIATES SAN DIEC:0. INC. PIANNING 10179 Huenneken, Street ENGINEERING San Die&o, Ca 92121 SURVlYING . PH(858)5SIHS00· fX(858)558·1414 . --v, PVT TYPE A RAMP" PVT TYPtr 8 RAMP" PVT TYPtr C RAMP• © NO PARKING SIGN PER 501 ARCHl7fCTIJRAL PLANS SHEET SA I, f • RAMPS PER DETAIL SHill J •NOTE: ALL LANDSCAPED AREAS FLATTER THAN J: 1 SHALL BE 2" BELOW FINISH GRADE. EXP. 6/30/06 OfESS/o ~L . ~ "o. C-48670 ~ i e/p. 05--30-CS CML OfCA\j I • unLJ1Y CLOSET PER ARCH. DWG. 499.2 ,,.,..,-,..,...,,nr'l-r'"'7.-'r1_::JI _ ... 7 I ·1 99.'ll- fS \ ~ \ i • ... •" \ ~ II ' \ ~ !r,".>~ ~ i "' .... \ ~ °' I II, \ I _...-:·-l----~ \ I 0, I• 1 <> unLJTY CLOS PER ARCH. I __..,,·"" I I \ \ \ \ \ \ \ \ ' I ' I ' I ' I ' I ' I I ' I ·=--' ~ <:i, "· rtt-m-:\--,,~~t ~\ 0 -- t1E.Ef 32 ~51/' ~~ . 1 .. ~- ~ & I I I ~: :j....__ "'Pl I I I I I I I I I: \ "l f'I -l )~ -. : , I ( '9.1 I • I ' ' ' I -4 20 , I r- ,,,' , ,,,' ,,,,,' g ~~::"-,:;; ~ iY-, ~a--~:-' PLANTABt.£ RETAINING WALL PER SEPARATE PERMIT 20 SCALE 1"z20' 0) 40 f ·& t====i===±=======================~===+===t===~==~ rrJ C ITYEN~~RINf ~flh~~AD PRECISE GRADING PLANS FOR: BENCH MARK "AS BUILT" HUNTERS POINTE I 60 ~ ~ DESCRIPTION: "k15.z., "',fj1• 1rfl;N1?J.S~J_AMPED ~ .. ~~4, ~-$1/ _r/4 I -..;...,..-.::-:-h,..-:-,:+,.--~=::;-:=~----------.--+---t--,-,-~ APPROVED =ON{?AO . HAMMANN "Ir..., /o, LOCATION: POINT LIES 8.5' EASTERLY OF EASTF;RN -~ · ~ ~l-~~~~~~~~~~~°",,.----r;,c,;wnWRL~¼Vi~--t---111-~~~~ , ~~~'f~: ~M,~:-L'--; l-l'=::~~=--=:-..,,,,r, r BERi/ LIN/:: ON RANCHO S-WTA FF ROAD, DATE ~,t,f, ~ t>O•OUIL'i'--· ~•c~IT~Y~EN~G~IN~E~E~R=:!R~C~E~J:J~0~6Q~~;;;EX;=P~-~6:J:0::=0~6~·~· ~·~oA~T~E~ IJJ NORTHERLY OF EJ..ECTRIC LR__R~CE:_.::-4e~G.:::J~o=::_£.~X~P:-._. ~==·'.'=/e,c,=·~'06 '::'::_ _____ {~ll~-i2!'1l-_, ]-~Q~1JiR~l~°II_1:j~~!l.R~~P.="'P~jJ'l~'fl~l~N~T.~B[l~P~q~_ifiR~~=Y.='/5=€==R=K=E.!!.R_ ..!.-P.=:.f=fl,=V,'l;=G~~~;;~=~;;;~f~b~t"-~F-J ~------,--, TRANSMISSION LIN/:: POLE ,MARKED PROJECT NO DRAWi NO NO, 71..23011" AND il.13825 AND Rn'E"=O BY. 11 u., o<,. l'-l.-t1 1 L>DO R.e.1t>-1UIIJC 1 ½I I DWN BY: ~ • APPROXIMATELY 1.2 MILES NORTHERLY "" ""' : DATE INITIAL DAT£ INITIAL CHKD BY: ~ SDP 04--13 434-lA OF THE INTERSECTION OF RANr;HO ___,--,--~/()~ I DATt INITIAL REVISION DESCRIPTION OTHER APPROVAL c1Tv APPROVAL RVWD BY: r SANTA FF ROAD AND LA COSTA AVENU£ 1-...L /..!; .,._.," • ._· _,rr.....,,.4-"'-11!1!1'e!?e:,,,!~~•-----~ ENGINEER OF WOR ELEVATION: 5JJ.J9 NGVD 29 MSL INSPECTOR . jjr DATE 1- _:_,__ _ __,___'.. I ' i ! I I ' ! I I I i '! : i ! j ! I ' I l'lANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO. INC 10179 Huennekens Street San Diego, Ca 92121 PH(858)556'4500· FX(B56)556·1414 CALLE HIERRO , SIGHT DISTANCE CORRIDOff \ \ i PVT TYPE: ii RAMP" PVT TYPE 8 RAMP• PVT TYPE C RAMP• . . NO PARKING SIGN P£R ARCHITECTURAL PLANS SHffi So\ 1.1 • RAMPS PER DETAIL SH£ET J *NOTE: 'io ALL LANDSCAPED AREAS FLATTER THAN :J: 1 SHALL BE 2" BELOW FINISH GRADE. ENGINEER OF WORK ----------~---- SEE SHEET NO. 6 -. • 50 .78 ---· ,,,.,.-·•-i 4 ,r ::~✓;&-. (ff~ ' . ;,; • ;I SEE SHEET NO. 8 / ~~ BENCH MARK DESCRIPTION: • ~ \ 5 1 :~½ \ I 50 . • 50~.9:J • ' ~,:;:::::-:::::::---\ ' " ' I I ' I I ' I ~:::l_ I ~ ' ' ' I ·• _\ -~..:._ I ' I -I 0 'L11~5f'·-. . --_-___,, .... ---~---------__ . I \%\~ _...- \%\ _r- I I I ,., ' I so,.ooi gg FG / ft~ e ' ' ' , \ ' ' ' 3Y.--l'r ,,J 0 , \ N ,' I .,,..__ , \ --... , 20 0 20::_ ___ _,,40 60 SCALE 1":20' 1---+--+--~-------+-------l---~---1----------1 ~ CITY OF CARLS BAD L___2_j ENGINEERING DEPARTMENT · SHEETS 33 t " '.j I I I I __ ,______ -~--~ I 030707 _\ , ___ , ___ ---- -~---~ 1083106 J _____ . .,...... ' ' !, ' ' I I I I HUNSAKER & ASSOCIATES SAN 1)1£GO, INC. PLANNll>K. 10179 Huennek""' Soeet ENGINEERING San Diego, Ca 92121 SURVEYll>K. PH(8S8)55U-45D0· FX(858)558·1414 •NOTE: ALL LANDSCAPED AREAS FLATTER THAN J:1 SHALL BE 2" BELOW FINISH GRADE. I \ \ ' \ ENGINEER OF WORK \ 17s. --- SI ~11.0fES ~~~II» ti'¥ Ii\/ NO. C-4867 &p. 05-30 ···~ --.' _ _c._:_:;JDIIIIDl[Jl]l1Dll!b, I"! ,, " -f, SEE SHEET NO. 7 ' .. y ' 20 40 SCALE 1"=2D' \ \ 60 0. :ii SHEETS 33 t---t----+-----------+---+--+--+----11 SH~ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT ! ~P::::R:;£c;:,:;SE~G:;RA=o;:,N=G==P=LA=N=5==:FO=R=,======='....':::=:=j / BENCH MARK "AS BUILT" HUNTERS POINTE f DESCRIPTION: LOCATION: U.S.C. <l-G.X. BRASS DISC STAMPED ~ "KJD2., 19JS" IN GONG. MON. ,-YA ~ _,✓-. J POINr LIES 8.S' E:ASTERLY OF £:ASTERN ~~ ¥@rt.. BERM LINE ON RANCHO S<INTA FE ROAD. • HAMMANN . / IJ:1' NORTHERLY OF ELEGfRIC RGE 4i:,,;,.,o EXP. 0,:,/t,0/oe, DATE 8(2-.1 /4, V/tfJt'/fiKJ.XoUf /;g'fs.Mf:ffED ~::;;;;;:;,;;;;:-------------i-7"7::-:---+-=----=-h--c:------------_..:.-+---+-_j~--+-~ EXP. 5 Jo c11 ' o,>,rE 't APPROXIMATELY 1.2 MILES NORfHERLY I REVIEWED BY: .,e, 1 ;:,e, f"l..1-1 ...e-~1Lr ~===:::::::::::::::=::::~~~~'."""'.=:==:'~::~:===-=-=-:!'_~~~ :jj OF THE INrERSECTION OF RANCHO ~ ,,...--,,-/4 DWN BY:--~..-PROJECT NO. DRAWING NO, / SANrA FE ROAD AND LA COSTA AVE:NU£ 1 _ _:/~e,,,.;,:,,,...~•'......'._/"_:,..e-,1~-,.el~~-!!:•=:,""J.-----..!r.._'11t-/Q;1 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:-~;,,;,LJ j ' i l ' EXP. 5/J0/05 '----------------;-----------------------------------===================================::::===::::::::===~=============::j~~ VWD WO 206-!521 I ELEVATION: S3.J.J9 NCVD 29 MSL •·INSPECTOR , DATE ENGINEER or woR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SOP 04--l3 434-tA <§ . ' .,, j "i~llfn111iaF 111 • ,., ) ; ii , ':II l.',.. ' , , , , ··~ .,! -«· ·-, , ~~·· .. ···•·"· , PLANNING ENQNEERING SURVEYING , , , , , HUNSAKER & ASSOCIATES SAN DIEGO. l~C 10179 Huennekens Street son Diego, ca 92121 PH(858)558-4500· FX(858)558-1414 SOUND WALL PER DWG. NO. 429-lL FFE=460.75 PE=460.0 aZ1iiG -,.. .. • • • ------ WALL PER SfPARATf: PER&lff SEE SHEET 4 © PVr TYPE A RAMP• (j) PVT TYPE 8 RAJ.IP' @ PVT TYPE C RAM,,. • RAMPS PER DETAIL SHEET J C *NOTE: ALL LANDSCAPED AREAS FLATTER THAN J: 1 SHALL BE 2• BELOW FINISH GRADE. ENGINEER OF WORK R~~/h/4 _J~(r, _RCE NO 48510 EXP. 5/J0/05 ✓ I. FFE=459.~ PE=459.0 I 6 \ t-... \ ',, < A~µ,'-1-----/ I -,."" I \ 'f I ' ' I I I I ' I I I I I I , I /r! J , I Q ,' / ' cc,~~~, I I I , I I ISnNG D I /l£ REMOVED 'c f , I , /' / \ I·~ / ~ ~ \~-~ X 1 // t~f ~g ff 4 ~ , \ \ / 6 ;\ I ,' 1, ~ I " ' ,_,,,.__ N~o / / ~ ~ ----- ~E SHt:, :::::---.. -.:_- CD WHm s:FOP, &I FACE Ill ll!I ~ING WALL PER lsiii?so C-4 SEE LANDSCAPE PLANS FOR RA/UNG AND WALL FINISH FFE=455.55 PE=454.B ll!I ll!I \-1AoOI..Jf?-y ,1 iAI I f~ ~ I T"O::-T'J!"AL.: 19..&Jo \ 1os.!> ru \ 1i-'5,o TF )/ 45 , , ·,.,, I :tt o.: ,,~._•,-1,--"~,,.PH;I/ ""-~ci': 1/ lf"--;5"'="-'-='.·..c:.: --~":.:c1', '• . .,._ ; ~ 6-~:~// ~~f.~jf{~\'j,~ .. ''.:-.--1----.-... _),.. ______ 6 ___ & _____ I -i-\ 0 20 40 ----- SCALE 1"=20' ,44s.on= I HAooµ "'!---..1-J~ f' ILJS ,:ur-·, __ :~~~~_;~:~~---! ····-\. ·····-45Js::~~~•--···· r'-·_.,.. D •-.~\-~~:~-''--,-,,_s-/2--B-a---'='=·0="=---1;~~ ~ ------~-~-" _ -~----\ ___ _ ---C ::;;~-~;-;;:1-~ ;;r_ :_:_:_1;=_=_~-~-~-~-~~:::r1L:~~~:_:_:_:_:_:_:_::_::_:_:_-:_-:_·:.-:·_:·_:--:_ -:···•.:::. -~-:: .. :·•···:··~-~--:·~ ~w,-c;~:.;·=-="-=s4:=::-::-:::::==~#~;:;::~:;:,.=,:;~t~-~-~~;\-~---;-::..-~=~--~~r~ :: -~ ::;,, .... ...,,,....,.;,,. __ .....,p ,=RO"'P"'OS""E"'D·~M-U-Ln""--F,-AM .. lli..Y-P.r,R .. OJ'"EC_T ·:;n; ---=-~-=c;si """'~:_S_H-EET_--_. -~ ------- -..., \?-:::: '--, -,,--~c=_=--~=,~,:;~"'~;;_=::41~].,);---ii(-,~ I -5 . ;:'.'.-"',= ::;;;·_-::J,-yc::,:c_ t-e~· ·~~~-,·=. -=-""-"'--;; • .:.?i.c----~;;, b, PER CITY OF SAN MARCOS DWG. IP-462 7 D 60 \ \ I 1----1---1-------------+---+---+--+----t [ SH~ET [ .c_1_r_v_o_F_c_A_R_L_s_a_A_o___. ,_s_H;3_Ers-.l _ ENGINEERING DEPARTMENT BENCH MARK DESCRIPTTON: LOCATION: EL£VATION: IJ:S.C. d: G.X. BRASS 0/SC STAMPED KJD2.. 1935" IN CONC. MON. POINT LJES 8.5' EASTERLY Or EAST£RN BER/I LINE ON RANCHO SANTA FE RQAD, 1 JJ NORTHERLY OF ELECTRIC TRANSMISSION LIN€ POL€ ~f(ED "n.23011 • AND "n.13825 AND APPROXIMATELY 1.2 MILES NORTHERLY OF THE: INT£RSECTION OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE. 5JJ.J9 NGVD 29 MSL "AS BUILT" ~,<"11,J RCE4bl-70 EXP. ot:,/-,:,O/oe, • • REVIEWED BY: l"Ll-1 DATE INITIAL ENGINEER OF WOR fl/JP Lflt/N/J.RY !Jl/?u. DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: HUNTERS POINTE CONRAD L HAMMANN EER ~ 33069 EXP. 6/JO/OfJ~f~=#-"D'-"ATC,,E--l DWN BY, ------c=-- CHKD BY, -~~4'-- RVWD BY, rv PROJECT NO. SDP 04-13 DRAWING NO. 434-lA I -~ -~ i ~ ~ --I I --i ,,. ' 1 f, t : , ,,. '·; ; ',,____,_ .. - I l I I :] ! I 'I 1 ; 111507 ' ' 'i ' : I i I; ii ! : ' ' ' i ·-----------------, __ -----------------·77"7~,_c!.'' It J . .---------------------,--------+------__;_-----,------------------------------------in, 6" CURB _., GUTTER VARIES 8'-1J' FINISH GRADE ---- AC PAVING/BASE VPROJECT r BOUNDARY I I VEDURA WALL PER DWG. NO. 429-lC '-GROUND r EXISTING ' ' ' ' ' ' SECTION E-E PLANNING ENGINEERING SURVEYING NOT TO SCALE HUNSAKER & ASSOCIATES SAN DIECO. INC. 10179 Huennekens Street San Diego, C. 92121 . PH(858)558-4500· fX(858)558·1414 *NOTE: ..i:,.. {,,. ~':,,. .J'.. G.i (-N t\,) G.i t\,) O:l '-J '-.J . ' . . u1aavi .. .,., •--j .. ,_, --i (fl ~ Cr) ~ ALL LANDSCAPED AREAS FLATTER THAN 3: 1 SHALL BE 2" BELOW FINISH GRADE. ENGINEER OF WORK ~Yf/4aL 7&/4c RAONDLMARTIN I DATE RC£ NO 48670 EXP. 6/30/05 ..t:,..f,. t\,)C.,. -~ vi . . vi C) ... c,, .. , C..:1 ... r.· ... 271 .39' ··•· SEE IS SHEET (D PVf TYPE A RAMP• ® @ PVf TYPE: 8 RAMP• PVf TYPE C RAMP• © NO PARKING S/r;N PER ARCHIIECTURA PLANS SHEET St\ 1. 1 • RAMPS PER DETAIL SHEET J BENCH MARK "AS BUILT" DESCRIPTION: IJ,s.c. <t G.x. BRASS Disc STAMPED ~-~V~~ K302., 1935" IN CONC. MON. LOCATION: PO/Nr LIES 8.5' EASTERLY OF EASTERN BERi/ LIN€ ON RANCHO S4NTA ff ROAD, tfdivfJ,ffl',Jfif'{,N~Fpt;k_"f~KED RC£ .+e>!.'lf EXP. ~/=/oe, "n.23011" AND '71.13825" AND APPl?OXIMATELY 1.2 MILES NORTHERLY REVIEWED BY: OF THE INTERSECTION OF RANCHO _..,-r:---- SANTA ff ROAD AND LA COSTA AVENU£ l-~fi,-;LJ,.~::::,.;,_·!.~~-!!::'!!'::!~~-,,.~~'----- El..EVATION: 533.39 NGVD 29 MSL INSPECTOR fl' 'l --i lrJ s ~ Ct, C.J S/2@ , DATE 20 40 60 I I ___ ~, ·r-i .... , fJ) ~ f"')-... :--; --....:.. ' ~ ·-1 ~ ( ',.J-;j C' .a 11, I L I I \ ~ CITY OF CARLSBAD 1---+--+-----------------t----t---t----t--, ~ ENGINEERING DEPARTMENT 1--+--+-------------t----t--t---i---. PRECISE GRADING PLANS FOR: HUNTERS POINTE SHEETS ; 33 APPROVED CONRA C. HAMMANN • / ~a~~~-,_,..i.~~~~.,c,.--==--7=-z gk~~ l-(>-:,-c,j,c-r:,-c-oe,+~-::---.,-h-,,_-:0:-_-::e,:-u-:::1~-=:r=-------------t---J---t--,---j ~C=IT;Y=;EN=G=:IN=E=E'::R=::::R=C=E~J=:3=:0::69~~~EX~P:::.~6:=J:=0=:0~5';;~1~~D~AT~E=1 1,l<jl ~u..j,=oc.~...!~.::LK=➔=":::f:::v:..:16=e.:..:¢=:r:!!:.t>1::,,W:::l:.,::WC:.=.c' :c' ":::L=L'-·------+-:-=---i-=:::=-f/('-•::-.(.1.-:;. :"i-=~-1 OWN BY:--~~ r--P-R_O_J-EC_T_N_O_.__ DRAWING NO. I DATE INITIAL DATE INITiAL DATE INITIAL CHKO BY:_ -_/ SDP Q•lJ 434-lA 1 REVISION DESCRIPTION RVWO BY: T"(/ .,... ENGINEER Of WOR OTHER APPROVAL CITY APPROVAL L ____ .:.__ _________ "-------==================--...;...---------------------------------------------------------------------livii:iwiiio""'iwvroi'"2?roifi5:'-E2ii11 --I i J ~ ~ ! f l I l·i~,-:,--~ ··-·----·-·-···--· ----· ;-·· ]irmlal111ia:·;111 iii 1 'I., ) I.._.· ···.·1 "' ! II •. , . ·'.', I i· i , 1, ----------___ , -··---··---------- I I I 'I I HUNSAKER & ASSOCIATES SAN DIECO. INC. 10179 Huennekens Street 'I 1/ I I I / I ' 1ENGINEER OF WORK ~\\.OFESSJo~ . !3-~l\Ol~ ~ ~ 'i! .. ~~ /;i Ntl. C-4867~ ~ $ U,,?6-30-0, ' I ~~ ~'It-Of CAl.lfll'll I I , .,.< "-• . • "-~": -,._, ·1 " ' N 89'53'58" W ·' ' I I I I ..... , ..... • ?,:..: . .. /~ '~ < •. ,. ( ',• . '-... . •, "" "-" . " ""-I , ' '-"- ""-✓ ,. ~,~ ":> . '· . ''-. " 547.88' PROJECT BOUNDARY ,. '-. ,, ·-... ', ',~ BENCH MARK . "AS BUILT" ~#A~ S/4rfad DE:SCRIPnON: U.S.C • .t G.X. BRASS DISC STAMPE:D "KJD2., I 9J5" IN CONC. MON. LOCATION: POINT L/£5 8,5' EASTERLY OF £ASTERN BER/I LIN£ ON RANCHO S4NTA F£ ROAD, IJ.J NORTHE:RLY OF ELECTRIC RC£4e>u'l0 EXP. ol, /~o /<>e, DATE TRANSMISSION LIN£ POLE MARKE:D "n.23011 • AND "n.1J825" AND APPROXIMATELY 1.2 MILES NORTHERLY RE:VIEWED BY: OF n-1£ JNTERSE:CTION OF RANCHO SANTA F£ ROAD AND LA COSTA AV£NU£ ,=,?>/1!>/oe, ~ ,4,_ .:,o-JOl...lll.-,- DATE INITIAL CURB DATA □ B£ARING DELTA RADIUS LENGTH REMARKS NOT US£D 2 NOT US£D J N 3~'40'24" E 21.00· 6" TYPE 'G' C&G 4 90·00'00· 20.00' 31.42' 6" CURB 5 90·00'00· 2.00· J.14' 6" CURIJ 5 N 34'40'24" E 17.00' 6" CURIJ 7 N 55'19'J6" W 108.00' 6" CURIJ 8 N 34'40'24" E , 1. oo' 6" CURIJ 9 90·00·00· 2.00' J.14' 6" CURB 10 NOT USED 11 N 34'40'24" E 24.00' 6" CURB 12 N 55'79'36" W 12.00' 6" TYPE: 'G' C&G 73 90·00·00· 2.00· J, 14' 6" TYPE: 'G' C&G 14 N 34"40'24" E J 7.00' 6" CURB 75 N 55·79'35• W 125.00' 6" CURB 16 NOT US£D 1 N 34'40'24" E 17.00' 6" CURB 18 90·00·00· 2.00' J. 74' • 19 N 55'19'J6" W 2.3.00' 6" CURB 20 90·00 'oo· 2.00' J.14' 6" CURB 21 N J4'40'24" E 17.00' 6" CURB 22 N 55·19'35• W 51,00' 6" CURB 23 N 34'40'24" f 17.00' 6" CUR8 0 20 40 60 24 90·00'00· 2.00' J.14' 6" TYPE 'G' C&G 25 N 55·19'35• W 12.00' 6" CURB SCALE 1 •= 20' 26 N 34'40'24" E 24.00' 6° CURB 2 N 55'19'J6" W 3.00' 6" CURB 28 90·00·00· 2.00' J.14' s• CURB 29 N 34'40'24" E 17.00' 6" CURB JO N 55'19'J6" W 36.00' 6" CURB 31 N J4'40'24" E 17.00' 6" CURB 32 90·00'00· 2.00' J, 14' 6" CURIJ JJ 90•00'00· 20.00' JI ,42' 6" CURB 34 N 34'40'24" E 21.00' 6" TYPE 'G' C&G CENTERLINE DATA DELTA RADIUS LENGTH REMARKS 156.50' 2 N 55·79'35" W 76.00' J N 34·40'24• E 9J,00' ~ ~ CITY OF CARLSBAD 1 ENGINEERING DEPARThAENT 3 HORIZONTAL CONTROL PLANS FOR: ' IIUNTERS POINTE APPROVED tfONRAO • HAMMANN dv, ./ ~1z10, CITY ENGIRrl't·R RCE JJQf!~ EXP. Ii/JO/CS ,-DATE DWN BY: PROJECT NO. DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY: --r"/ SDP 04-13 434-lA ' i ; i i 1 ~ ~ i !. 1_,·· i I I! I f J f •· ! , I a.·• r $ li 'j !. ' ~ t I ... · t I ! . ·i.· i ( I I I ~ ' PLANNJNC ENQNEERINC SURVEYJNC San Dkego, Ca 92121 PH{BS6)558-4500· FX{656)556·1414 ~:tn?,a.L '7::I!· ·~ -;,.:-~ R-:o 48570 EXP. 5/30/05 "/4z/4, REVISION DESCRIPTION /-' EJ..£VAnON: 53.J.39 NGVD 29 MSL • ENGINEER er WDRI CITY APPROVAL RVWD BY: INSPECTOR DATE OTHER APPROVAL t I! .. ---------------------------------T------------------------------------------=========================================================================!..J;S ·~ ~ ' vwo WO 206-6 1 j -------r1•.-i'm .. , 1·"1~r~11if'•r 11r II Ii h ' ....... il,I_,•' ' . I·.; ' ·, ' \ \ I I I I I I I I I I I I I I I I I I ' ---. ---t I ---t \ I • I a : ~--! I h_-L/'- ~-~ ~ I I I I I I I I I J ---1 I I I I I I I I I I I I I t .. ' l ' ' ' ' I I 11 u i , 0 SCALE 1"•20' HUNSAKER & ASSOC IA TES RANCHO = . 1. r-r-----,-,. J \_j PASEO Pf_ 020 '.·:·,( ::.·,--,--~---.1, -~- ' I ,. i ~t : . {/J'•· • 84'~•; I ·~ :J~' . .. • . . """'"''' ,;:;-x SEE SHEET NO. 13 SANTA FE ROAD PER OWG NO. 36B-2B _,_ __ iii li~~ r I I I I CID COMMUN/7Y BUILDING ~ .. · I _.· \ ~ . \ I \ 1· I .. .,,,, ,_ \ ~~ ' ' \:-... t \ CURB DATA □ BEARING/DELTA RADIUS LENGTH 88 NOT USED 89 go·oo'oo· 2.00' J.14' 90 N 21'04 'oo· E: 17.00' 91 N 68"56'00" W Bl.DO' 92 N 21·04'00• E: 17.00' 93 90·00•00• 2.00' J.14' 94 N 68"56'00" W J.85' 95 75·13•00• 20.00' 26.26' 96 N 35·5 I ·oo· E 97 90•00·00· 2.00' J.14' 98 N 54·os·oo· w 17.00' 99 N 35·5 I ·oo· E 90.00' 100 N 54'09'00" W 17.00' 101 90'00'00"' ' 2.00' J.14' 102 N 35"51'00" E 2.96' 103 92'4J'JO", 20.00' 32.37' 104 N 56"52'JO" W ·-105 90•00·00· 706 N JJ"Ol'JO" E 0 BEARING/DELTA 1 N 34"40'24" E 2 N 56"52' JO" W 3 N 5D"46'oo• E 4 736'00" 5 N 4J"1o'oo· E 5 779•00· 7 N 35·5 r ·oo· E 8 14·47•00· 9 N 21·04'00• E 10 N 54"10'00" W 11 N 68'56'00" W <D REMARKS □ BEARING/DEL TA , N 5S'19'J6" W 6" TYPE 'G' C&G 2 90-00·00· 6" CURB 3 N 34"40'24" E: 6" CURB 4 91"32'54" 6" CURB 5 N 56'52'JO" W 6" TYPE 'G' C&G 5 79·57'30• 6" TYPE 'G' C&G 7 N 4J"10 •oo• E 6" TYPE 'G' Cd,G 8 so·oo·oo· 6" TYPE 'G' C&G g N 46'5o'oo· w 6" TYPE 'G' C&G 10 N 4J"IO'oo· ( 6" CURB 11 736'00" 6" CURB 12 N 50'46'00" E 6" CURB 13 N 39·14•00• W 6" TYPE: 'G' C&G 14 so•oo'oo· 6" TYPE: 'G' C&G 15 N 50'46'00" E 6" TYPE: 'G' C&G 76 N 39"14'00" W 6" CURB 17 N 50' 46 ·oo· E: 6" CURB 18 90·00·00· 6" CURB 19 N J9"14'oo• w 20 N S0'46'oo• E: REMARKS 21 N 39"14'00" W 22 90•00·00· 23 N 50'46'00" E 24 104"56'00" 25 so·oo·oo· 26 N JS"50'oo• E: 2 N 54·, o'oo• w 28 N 35·50•00• E 29 so·oo·oo• 30 N 54· 1 o·oo· w 31 N J5"50'oo• E 32 NOT USE:/J 33 90·00·00· 34 N 35·50•00• E 35 N 54·10•00• W 36 N 35·50•00• E 37 90·00·00• 38 N 54·10'00• W 39 82'40'00" 40 N 4J"10'00" E 41 90'00'00" 42 N 46"50'00" W 43 N 4J"10'00" E 44 N 46"50'00" W 45 91·20'54• 46 4'59'16" 4 90"58'51" 48 N 54·09•00• W 49 N 35·51 ·oo· E 50 N 54"09'00" W 51 90"00'00" 52 N 35"51 ·oo· E 53 90·00·00· 54 N 54"09'00" W 55 N 35·5, 'oo· E 56 N 54"09'00" W 57 90"00'00" 58 N JS"SI ·oo· E 59 104•47•00• 6 N 68"56'00" W 61 90'00'00" 62 N 21•04•00• E 63 N 68"56'oo· w 64 N 21"04'00" E 65 90·00•00• 66 N 68"56'00" W 67 N 21"04'00" E 68 NDT USED 69 90·00·00· 70 N 21"04'00" E: 71 N 68"56'00" W 72 N 21·04'00• E: 73 90·00•00• 74 N 68"56'00" W 75 90·00·00· 76 N 21"04'00" E: 77 N 68"56'00" W 78 N 2t'Ofoo· E 79 90·00'00· 80 N 68"56'00" W 81 90·00'00• 82 N 21'04'00" E: BJ N 68'56'00" W 84 N 21"04'00" E: 85 90·00·00· 86 N 68"56'00" W 87 N 21"04'00" E: CURB DATA RADIUS LENGTH 5.81' 20.00' Jl.42' 121.10· 20.00' 31.96' 2.72' 15.0D' 20.93' 12.30' 2.00' J.14' 17.00' 32.52' 132.00' 17.51' 60.49' 17.00' 2.00' J.14' 10.00' 26.0IJ' J.51' 2.00' J.14' 17.00' 27.00' 17.00' 2.00' J.14' 12.75' 15.00' 27.47' 2.00' J,14' 17.00' 63.0o' 17.0o' 2.00' J.14' 6.00' 24.00' 2.00' J. 74' 17.00' 63.00' 17.00' 2.00' J.14' 1.95' 15.0o' 21.64' 14.07' 2.00' J.14' 17.00' 36.00' 16.98' 2.00' J.19' 87.00' 7.57' 2.0o' J.111' 16.99' 45.00' r 7.oo· 2.00' J.14' 5.00' 2.00' J.14' 17.00' ,f..5.00' r 1.00· 2.00' J.14' 2.81/' 20.0D' 36.58' 1.62' 2.00' J.14' r 1.00' 81.00' r 1.00• 2.00' J.14' 2.50' 24.00' 2.00' J.14' r 1.00' 6J.OO' r 1.00' 2.00' J.14' 5.00' 2.00' J.14' 17.00' 63.00" 17.DO' 2.00' J. 14' 14.00' 2.00' J.14' 17.00' 81.00' 17.00' 2.0D' J.14' 8.33' 24.00' REMARKS 6" TYPE 'G' C&G 6" TYPE 'G' C&G 6" TYPE '11' C&G 6" TYPE 'G' C&G 6" TYPE: 'G' C&G 6" TYPE: 'G' C&G 6" TYPE: 'G' Cd/11 6" TYPE: 'r;' C&G 6" CUR/J 6" CURB 6" CURB 6" CURB 6" CURB 5• TYPE 'G" C&G 6" TYPE '(,' C&G 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CUR/J 5• CUR/J 6" CURB 6" CURB 6" CURB 6" CUR/J 6" CUR/J 6" CURB 6" TYPE 'G' C&Q 6" TYPE: 'c,' C&G 6" CURB 6" CUR/J 6" CURB 6" TYPE 'C;' C&G 6" CURB 6" CUR/J 6" CUR/J 6" CURB 6" CUR/J 6" CUR/J 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CUR/J 6" TYPE 'G' C&G 6" TYPE 'G' C&G 6" CURB 6" CUR/J 6" CURB 6" TYPE 'G' C&G 6" TYPE 'G' C&G 6" CURB 6" CUR/J 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CUR8 6" CURB 6" CURB 5• CURB 6" CURB 6" CURii 6" CURii 6" CURB 6" CURB 6" CUR/J ~ ~ I ' ! • I ~ I.,. i 1 ' r ' I HORIZONTAL CONTROL PlANS FOR: 11. f ~ ~$I>"(' """"""B J'if ~ )1 ~~ ,,_,, "AS BUILT" HUNTERS POINTE • · i ! ENG I NEER OF WORK !I N~.C-48670 LOCATION: POINT LIE:S 8.5' EASTE:RLY OF E:ASTE:RN . '/ ~ ~.I HAMMANN &,. 05-,311-08 ~7/;'1 J/Jk~~~L?°/?&~'Wl~ FE: ROAD, R ~ 1::xp,<X,{~too -' DAT£ · IJ le,, /6~ TRANSMISSION LIN£ Pot.£ MARKE:D • c T R R 3 69 EXP. 6 30 u8f'="~ATE . PIANNING 10179 Huennekens Street ~~~ t::-:/J /4 CM\. "rl.23011 • AND "Tl.1:!825" AND t-RR<E:Vl;,;;;;E=;;~-;;cnD-;B:;;)'.;;-: -------------t--::,=:-:-f-=---:-+,r:--:---::---:-------------+---+--+--+--~ ~~I =y=~EN~G~IN~E~E~==~C~E=!.::JE~~~~::.:':=~'1!=:.~~~~~ j ENQNEERING 5 0. r. J ,,. .-J~ ., . A APPROXIMATELY 1.2 MILE:S NORTHERLY o?> 10/06 R.u-1 ,<,¢-Oi.JIL-1" re i. '., an MlGO, ~ 92121 -,... .....,_ •, • IJfCAIJi . L.:::5, OF THE: INTE:RSE:CTION OF RANCHO __.r-,_-OWN BY: PROJECT NO. DRAWi NC NO. _,;, I SURVEYING PH(858)558-4500· FX(B58)558•1414 OND L. 14ktiN 1DA '£ SANTA FE: ROAD AND LA COSTA AVENUE:. _-LJ / .,.:.-~-__.ru --~·-·~•o,,:.g=---~ _ ¢1", DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: -ff SDP 04-13 434-lA ~ ! .. ____________________________ R_E_N_0_4_8_5_1_0 __ £_x_P_. _5_/._J_a_0_0_5 __________________________ £!£V, __ :'I_TIO_N_, __ s_J_J_.J_9_NG-\>V--29_M_Sl.====-====IN=S=P=EC=T=O=R====V========D.=n=E:====E=NG:IN=E=ER=O=F=W=D=R====R=E=V=l=S=IQ=N=:D:E:S:C:R:IP:T:l:Q:N=====O=TH:E:R:Af'=PR:D:V:AL=:c:1T:Y:Af'=PR:D:VA=L=:R:V:W:D:B:Y:: =,V--=~=================u ~ ! f SAN IJIECO, INC. "' I! ii, !~-i. ----. . .. .. ------VWD WO 206--6 -[~IE•R~Ji i I • ii i: i ; !, ; I .. ' ' ! ' ' I I : i I I I, , It I , DELTA 11+0() 30 • I I , , CENTERLINE DATA RADIUS L£NGTH 138.98' 2 88'01 ·oo• 34.00' 52.2J' J N J5'08'JO" E' 1+1.7J' 4 5J'lt'02° 180.00' 167.08' CURB DATA □ BE:ARING/DELTA RADIUS L£NGTH t N /i6"52'JQ" W f5.0Q' 2 N JJ"07'JO" f.' 17.00' J 90·00·00· 2.00' J.14' 4 N 56"52'JO" W 4.00' 5 90"00'00' 2.00' J.H' 6 N JJ"07'JO" f.' 17.00' 7 N 56'52'Jo" W 99.00' ll N JJ"07'JO" E' 17.00' 9 90'0()'00" 2.00' J.14' 10 BB"0l'oo· 21.00' J2.26' 11 90·00·00· 2.00' J.14' 12 N 54"5J'JO" W 17.00' 13 N J5"06'Jo" E' Bl.DO' 14 N 54"5,fJO" W 17.00' 15 90•00·00· 2.00' J.14' 16 N J5"08'JO" E' S.00' 11 90•00·00· 2.00' J.14' 18 N 54"5J'JO" W 17.00' 19 N J5"06'JO" E' 49.7J' 20 4·3,1'12• 148.00' 11.76' 21 IJ'Jf'IJ0 118.76' 28, 1J' 22 N 70"l 1 '08" W 18,0S' 2J 90"41'40• 2.00' J.17' 24 78"20'14" 167.00' 228.JJ' 25 79·12'00• 19J.DC1' 268.78' HUNSAKER & ASSOCIATES SAN DIEGO, INC. PlANNJNG 10179 Huennekens Street ENGINEERINO San Diogo, Ca 92121 SURVEYING PH(858)558-4500• FX(858)558·1414 I 54.0' R£MARKS RF:MARKS o• CUR8 6" CURB 6" CURB 6" CURB ' 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB s• CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB s• CURB s• CURB · 6" CURB . 6" CURB 6" TrP£ G C&G ~• TYPE' G C&G SEE SHEf}T NO. 12 CALLE HIERRO • ., · 7···~·•"T-·~· ~··: __ ... -~-ff•ff ••ff,.L.:....... ......... ____ . • • ~ .... :-... --- .- .. ' • • .•. • .c p.-----J l L----~ •-~ I j t r· 6 " \, \ ® ~ -···---~~ f~ !lll -~ J~ 111 CD m iii m I / i2l !Sii i2l !$! p --\ f I 6------7 1 t ·· .. __ """"----•-- CURB DATA □ BE:ARING DEL TA RADIUS LENGTH 26 B9'Z-f'H0 Z,OQ' J,IZ' 27 N 69" 35•44• W 17.01' 28 14'42'14' 212.00' 54.41' 29 N J5'06'J0° E: 76.47' JO N S4'5J'J0° W 17.00' 31 90'00'00' 2.00' J.H' 32 N J5'06"JO" E' ·f.07' JJ 90•00·00· 2.00' J.H' 34 N 54'5J'JO" W 16.99' 35 N J5'06'Jo" E' 90.00' 36 N S4'SJ'JO" W 17.ZS' J . 4ti'22'Jo· 2.00' 1.62' 38 4/i"JB'JO' 2.00' 1.59' 39 H JJ'Ol'JO' E' 19.49' 40 N 56'52'J0° W Bl.DO' 41 N JJ"Ol'JO" E' 17.00' 42 90·00·00· 2.00' J.H' 43 N S6'52'JO" W 5.00' 44 90·00'00· 2.00' J.14' 45 N JJ"Ol'JO' E' 17.00' , 46 N 56'52'JO" W 90.00' 4 N JJ'Ol'JO" E' 17.00' 48 90•00·00· 2.00' J.H' 49 88"27'06" 20.00' JO.BB' 50 N J4'40'24" E' , 112.88' ENGINEER OF WORK ONO L. MARTIN ~ s;1JI,,;( NO 48610 EXP. 6/30/05 TE .• 9.& " • • • ' .. .. _ REMARKS 6° TYl'f G Cct:G 6" CURB 6" CURB 6° CURB 6" CURB 6" TYPE' G C&G 6" TYPE' G C&G 6" TYPE' G C&G 6" CURB 6" CURB 6" CURB 6° CURB . 6' CURB 6' CURB 6° CURB 6" CURB 6" TY/'E: G C&G 6" TYPt G C&O 6" TYPE' G C&G 6' C!}RB 6" CURB 6" CURB 6" TYPE' G C&G 6" TYPE' G C&G 6" TYPE' C: \>.OfESSt. , DL "' "' NO. C-48670 £w. 06-30-0S CM!. fCAUi\l ft • • i :: ... ,:::::.::: ... , I u "'t---•-•><••- 1 ' . .. i ' ' .-'I' i) '• -\ \ \ \ ' ' \ ~-~ I CD .// _,,/ -- • 0 . / / . / :/ 20 40 SCALE 1"=20' . • . . ~ 60 1----+---l------------------l----+--~t-----+----t HORIZONTAL CONTROL PlANS FOR: ~ ~ BENCH MARK "AS BUIL1," lJk}& .• ~1ffj1•1fr'f:bN~':1A6J.AMPED ~ 'An -~ :is:;~• HUNTERS POINTE DESCRIPTION: LOCATION: ELEVATION: POINr LIES 8.S' EASTERLY OF EASTERN /~. ~ ZP_,, APPROVE ~ BERM LINE ON RANCHO SANTA FE ROAD, ~ 1JJ' NORTHERLY OF' arcrR1c ,Li7 ~;-~; L •, DATE 1----+-'---+----------------+---+----,1---+---t ..I, , ,. 6 TRANSMISSION L/Nfi POI£ MARKfiD R F ~ EXP. """" ~~re~ 33069 EXP. 6 30 [,'" DATE -.. " • "n. • 1------------------~C::I ::Y=E::N:::G:::::=::::::::=;";,-::.::_::.::._~~=--=-=-=--=,_=--::....=--=-,~"~.--'.::...=--=--=--=--=--=-=:, ,,.,,JO!I AND 13825 AND APPROXIMATELY 1.2 MILcS NORTHERLY REVIEWED BY: oe> I!> ~ "-1-H AO·• ~•Ull.,T' OWN BY:---,..-=--PROJECT NO. DRAWING NO. OF THE' INTERSECTION OF RANCHO ~ ,--DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: t;t4t SANTA FE ROAD AND LA COSTA AVENU£ 1_,z6_.,;·~h-::,.,.~220,,.,,, e;!;-s,~-----.. ~/,,y',I REVISION DESCRIPTION RVWD Bv, _/f:Z_ SDP 04-13 434-lA SJJ.J9 NGVD 29 MSL INSPECTOR b7 DATE ENGINEER or WOR OTHER APPROVAL CITY APPROVAL ' ) ) l... ------------- ..., CD .1-.J I .... I -I ---....,/ ~ ----------./ .... ,,.,,,,, . /; . ,.~,,,,,, .___,,,, ._ -~-..> .___, _,__.,, . ~ __ :-----.. ' ~---,.::.... .);.__;_ . . _._. ~ ,..........:.,-.· . -----. . .-------. ... . . . . ;_. ... .----·-·--"-..::.... .. -..... ... ....__:,. . . ----~· HUNSAKER , ;; . .... < / .->i,j.: ·: -<A " :_t:ti/'-__ -:X:/ ·•· ~~;:: -__ (/.f---> • .. : :,::WJ: ::_·\t :;: ..... . • . . / •. / ,/ / / I . -,r -/ ,I , :; -. /t I / . , / I •/ l... • •✓,, / . · /' ;,~ . ~--+-.-'-. ' :• ~ . . . . · ... _ ...... -~---···-•... -----.... ____ _. .. --····---··-·---------:_,. . / -)Y'' -..... ,, tl~:~i!}t: ::::::-;::::r:I/~ :\S:i::, \. , .. ':-, ·<:,:/·':"i/' CENTERLINE DATA . ( ) BEAR/NG/D£LTA RADIUS L£NGTH RE:MARKS 1 41'18'28' 180.00' 129,77' 2 N 59'2J'oo· w 90.00' J 81'15'oo• 100.00' 141.81' 4 N 21'52'00" £ Hl.JO' 0 20 40=--------;;,60 5 4•,i.z'4J" 500.00' 41,12' 8 N 89"5 I '28" W 8.28' SCALE 1 "= 20' 7 21'4J'28' 50.00' 18.96' 8 N 68'08'00" W 208.00' CURB DATA □ BEAR/NG/D£LTA RADIUS L£NGTH R£MARKS 1 41'18'28" 167.00' 120.40' 6' TYPE: Cl C.t:Q 2 N 59'2J'oo· w 90.00' 6" TYPE: Cl C.t:Q J 81'15'00" f!J.00' 160.24' 6' TYP£ a C.t:Q 4 N 21'52'00" E: 47.9'' 6' TYP£ (J C.t:Q 5 90·00'00• 2.00' J.14' 6' TYPE: G C.t:G 5 N 68'08'00" W I 7.00' 6° CUR/J 7 N 21'52'00" E: 90.00' 6° CUR/J 8 N 68'08'00' W 17.00' 6" CUR/J 9 90'01 '09• 2.00' J.lf' 6' TYPE: G C.t:G 10 N 21·50'51• E: 5.08' 6' TYPE: G C.t:G ,-; 11 90·10'58" 2.00' J.15' 6" TYPE: G C.t:G ,--'.' 12 N 6tr20'07" W 16.99' 6° CURB 1J f'JO'J6" 468.00' J6.B4' 6" CUR/J 14 N 1715'42" E: J .• ,· 6° CUR/J ,::_-::--,::j~_jf~--t '. 15 89•29•51 • 2.00' J.12' 11• CURS 16 N 72•14•09• W 11.02' II" CURB 17 4•06'09' 5J2.00' JB.09' 6" CUR/J 18 N 21·52'00• E: 26.27' 6" CUR/J 19 N 6B.08'oo" w 17.00' 6" CUR/J _:).:,) f-;,: ·:;. ~;Ft . 20 90'00'00" 2.00' J. 74' 6° CURB 21 N 21•52•00• E: 8.5J' 6° CUR/J 22 90'00'00' 20.00' Jl.42' 6" TYPE G C.t:G 23 N 6B.08'oo• w J.00' 6" TYPE G C.t:G 24 90'00'00' 2.00' J. If' 6' TYPE: G C.t:G 25 N 21'52'00" E: 17.00' 6" CURB 25 N 6B·o8'oo' w 14-4.00' 6" CUR/J 2, N 21"52'00' E: 11.00· 6" CUR/J 28 90•00·00· 2.00' J.14' 6' TYPE: G C.t:G . 29 N 6/F08'00" W J.07' 6' TYPE G C.t:G JO 24'J7'29" 2.00' 0.86' fl" TYPE: G C.t:G JI 8705'59" 20.00· J0.40' 6" CURB J2 N 0'08'32' E 2/5.47' 6" CUR/J JJ N B9'5 I '2B" W ,.01· 6° CUR/J J4 N 89'51'28" W 0.66' 6" CURB 35 N 0'08'J2' E 120.00· 6" CURB J6 N 89.51 '28" W O.BJ' 6" CUR/J Jl N 89'5 I '28" W O.BJ' 6° CURB JB N 0'08'32' E: J0.19' II" CURB J9 3708'20' 20.00' 12.98' 6° CUR/J 40 Jf"08'12• 2.00· 1.09' 6" CUR/J 41 N 68'0/l'OO' W 2.69' 6" CURB 42 90·00·00· 2.00' J.14' 6° CUR/J 4J N 2r52•00· • 17.00' 6" CURB 44 N 6/FOB'OO" W 5/5.50' 6° CUR/J 45 N 68'08'00' W 109.50' II" CUR/J 46 N 21'52'00" E: 17.00' 6° CUR/J 47 90·00·00· 2.00' J.lf' 6° CUR/J 48 N 68'08'00" W J.00' 6" CURB 49 90•00'00• 20.00' Jl.42' 6" CURB 50 N 21'52'00" E: 48.50' 6' TYPE: G C.t:G 51 81·1s·oo· 87.00' 12J.J7' 6° TYPE: (1 C.t:G '> 52 N 59'2J'OO" W 90.00' 6" TYPE: G C.t:G 53 4r18'2J" 19J.OO' IJ9.14' 11• TYPE: G C.t:G (__ .............. ....._ .............. ,-.....,, "' g 1---+-+----------+---1-------t--1--~~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT . . [ , .. ~ ' ! ' ' J I i ! -I . ! I ,-----------------,-----------------~l---t---+----------------1---1--+--+--~ HORIZONTAL CONTROL PLANS FOR: -[ fESSto~ . BENCH MARK "AS BUILT" HUNTERS POINTE f I <!I '"If'~ KJ02., 1935" IN CONG. MON. ~ _ / ' & ASSOCIATES ENGINEER OF WORK LA,;,; DESCRJPnON: IJ.· S. C. .t G.X. BRASS DISC STAMP£D ~ <' ~ NO.C-48670~ LOCATION: PO/Nr LIES 8.5' EAST/::RL'f Of' EA2_T/::RN , -,c;;.,,p. =·/._::....=~~~=c:,~~=--J/?f"/41' ·J. r ... B£RM LINE: ON RANCHO S4NTA t~ ROAD,•-A;i:.,~OVEO(i:Ol'(RA/Lt. HAMMANN [ Eirp.06-30-08 IJJ' NORTH£RL'f OF £L£CTRIC , RCC: 4bu70 C:XP. 0&/e,o/oe, DAT/:: .-r, ~ ,:Y..... g/41,/&C _,,, I PLANNING 10179 liuennekens Stre<t Tfft:f/!lfil~~DLlf 1~1~•MffJ§E1 t-;;;:;.;;n,;'i,,--;;:;:-------·-------7---:~-+--=---c--h---------=---------.+---.+---l----+---I CITY ENGINEER RCE 33069 EXP. 6/JO/uB l · 'oATE j ' /~-J7 _.e.. • · _/. /. CM\. APPROXIMAT£L'f 1.2 MILE:S NORTH£RL'f R£V/£W£D BY: 1<>/ce, RU-1 Ao-OUILT ;::::::::::===:::=~~~~'.:::::=::::::'::=~~-=-=-=-=-=.=:~-i ENGINEERING SanDiego,C.92121 e'J,,,L, -,k//l1'4c• r/JI/~, CA''< Of' TH£ INT/::RSE:CTION OF RANCHO .-pc:.::.,-"':i-:-c=-.:__i:===--=='--------------1---1--+--+---I OWN BY:--~-PROJECT NO. DRAWING NO 1· SURVEYING PH(BSB)SSB-4500· FX(656)556·1414 R OND l. MARN I DATr '-" SANTA F£ ROAO ANO LA COSTA AV£NUE. -?~• /-:.~. ~-ijO.t:fa.l DATE INITIAL , ...:D::.A::.;TE:.._L.::.:IN:.:_ITl:::,ALc_+...:D::.A::.;TE'--'_,,IN:.:.IT'=:IA=.L~ CHKD BY: 7fl • !.-[ SAN DIEGO. INC. 1 RC£ NO 48670 EXP. 6/30/06 1-~---+-hl~----- -REVISION DESCRIPTION ,-~ SOP 04-13 434-lA , L----!1 ______________________ .::=~===================~sz::::::==========£L=£11,='A=T/O:N::==S=J=J.:J:9:N:G:VD=2=9=M=SL=======IN:SP.=C:C:T.:O:R~.i:=========DA=T.=£===E=N=Gl:NE:E:R:O:F:W:O:R::===============~O=TH:E:R:A:PP:R:OV:A:L~C=IT=Y=A=P=PR:O:VA:L~=R=VW:D::BY~:=~~===~========;:=====!J j " ' I.S ~. VWD WO 206-62~ i ..... [ · -·-r-:~-r ·111i1111i111i111r 11 i ' '' ' PLANNING ENQNEERING SURVEYING --------. _____ j··-~---.... 0 20 40 60 ----- SCALE 1•~20' -~- \._ ( \ --------~-~ ----. --~----~-:,---..._ ' . --~ D-;_,2,:;~- • ..,_ # ;-"~ ----. ~,86'. -·--:::t-- I I I I ...J C. I j 7 I I I I J ' 1,!lf• ------~ -~------------------c ', -=-=~=------------- ma --7_ m Ill!! CD _s IS!! I!!! mm Pf/OJEcr Ba ---=-==-=-----------UN!J4Rr .,..... ___ --~-~~ -----------.,,~-------- mm r- L llllllll .... ---====:::--=---""-==-~ ---------------------------- °<l)"f(i• -====----~ ... ""-I ..( -----=-=--=-~----------------.. "'c--- --- ' 21 ------------~:"\ / \ \ \ \ REIAINING WALL ~ L/MflS OF UNDfRGROUND PARK/NG GARAGE: \ \ \ =-..;,,;, ----~ ... ' '• ' . • i------- 1 I I ' . '\. •:_\. \ I I i ___ J ' / / . • /' / ... ·,_, • '• '" -- lli lll!I :·~ ............ .............. • - - --------- --------- --------- ---------- ----,.., ----- --------L ' . \ --------------------_.,_______ -----------------11 oo·oa J2 £ 1726.p4' '-- PROJ£CT BOUNDAKI' CENTERUNE DATA 0 BE:ARING/OCL TA RAD/US LENGTH REMARKS 1 4'18'17• 500.00' 37.57' . 2 II 12·51•00• £ 2J0.70' J 45·54•00· 100.00' BO.II' 4 II 511'45'00• £ 10.00' 5 23'50'55" ' 100.00' 41.62' 6 II 49'JO'JO• W 2.J.JO' 7 49·1s'30• 50.00' 42.99' 8 II 0•15'00• W 20.00' CURB DATA □ BE:ARING/DEL TA RADIUS LENGTH REMARKS 1 8'48'5J" 468.00' 72.00' 6" CURB 2 N 12·51•00· E: 9.orl' 11• CURB .J N 7709'00• W 17.00' 11• CURB 4 90·00·00· 2.00' J.14' , 11• CURB 5 N 12'51'00• E: 5.00' 11• CURB 5 90·00•00• 2.00' J.14' 6" CURB 7 N 7709'00" W 17.00' 5• CURB B N 12·s1·00• E: 38.00' 5• CURB 9 N 7709 •oo• W 17.00' 11• CURB 10 90·00·00· 2.00' J.14' 11• CURB 11 N 12·51•00• E: 5.00' 11• CURB 12 90·00'00• 2.00' J.14' 11• CURB 13 N 7709 '00" W 17.00' 6" CURB 14 N 12·51•00· E: 72.00' 6" CURB 15 N 7709 •oo• W 17.00' 11• CURB 16 90·00'00· 2.00' J.14' 11• CURB 17 N 12'5l'OO" E: 5.00' Ii" CURB 18 90·00'00• 2.00' J.14' Ii" CURB 19 N 77"09 '00" W 17.00' 6" CURB 20 N 12·51•00• E: 72.00' a• CURB 21 N 7709 •oo• W 17.00' 6" CURB 22 90•00'00• 2.00' J.14' 11• TYPE (1 CJ,Q 23 N 12'5l'OO" E: 12.70' 11• TYPE (1 CJtQ 24 ,t.5•54•00· 11.J.00' 90.52' 11• TYPE (1 CJ,Q 25 N 5e'4S'oo• E: 10.00' 11• TYPE (1 CJta 26 ST35'11" 87.00' 87.44' a• TYPE (1 CJta 27 s,211'00• 11.J.OO' IIJ.27' 5• TYPE (1 CJta 28 N 511'45'00" E: 12.JO' 6" TYPE G CJta 29 105·59•03• I 10.00' 18.50' 11• TYPE G CH 30 46'59'03" 62.00' 50.84' 6" TYPE G CH 31 N 0•15•00· w 20.00' 11• TYPE (1 CJdJ 32 N. 0·15•00• W 20.00' 11• TYPE G CH 33 ◄ rJ 1'49• 38.00' 28.65' 6" TYPE G CH 34 1 :;47'04• 10.00' 19.68' a· TYPE a CH 35 1 ·55'01• 87.00' 16.58' 11• TYPE (1 CJdJ 36 N ,2·51•00· E: 75.70' 6" CURB 37 90·00·00· 2.00' .J.14' 11• CURB 38 N 77"09 '00" W 17.00' 11• CURB 39 N 12'5t •oo• E: 72.00' 11• CURB 40 N 77"09 •oo• W tl.00' 6" CURB 41 90•00·00· 2.00' .J. , •• 6" CURB 42 N 12'5t'OO" E: 5.00' 11• CURB 43 90·00'00· 2.00' .J.14' 11• CURB 44 N 77"09 •oo• W tl.00' 6" CURB 45 N 12·51•00· E: 26.00' 11• CURB 46 N 77"09 •oo• W 18.00' 11• CURB 47 N 12·51•00· E: 0.67' 11• CURB 48 N 77"09 'oo• W 5.33' 11• CURB 49 N 12'51 'oo• E: 1.00' 11• CURB 50 N 77°08'24" W 5.19' 11• CURB 51 N 12'51'36" E: 8.00' 11• CURB 52 N 77°10'15" W 10.03' s• CURB 53 180'00'00" 1.49' 4.70' 11• CURB 54 N 77"09 •oo• W 10.0J' 6" CURB 55 N 12'51'36" E: 8.00' 6" CURB 56 N 77"08 '59• W 9.56' 6" CURB 57 89'29'51 • ' 2.00' J.12' 6" CURB 58 N 13•07•35• E: I 2.35' 6" CURB 59 89'29'51" 2.00' .J.12' 6" CURB 60 N 77"09 •oo• W tl.02' 6" CURB 61 N 12·51•00· E: 19.00' 11• CURB 62 3'54'33" 532.0Q' 36.JO' 6" CURB 63 N 73'14'27" W ,1.02· a• CURB 64 89'29'51 • 2.00' 3.12•· 11• CURB 65 N 17°15'42" E: 5.0J' 6" CURB 1----+-+------------l----1---1---1----J~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT HUNSAKER & ASSOCIATES SAN DIEGO, INC 10179 Huennekeni Street San Die,o, Ca 92121 PH(858)558~500• FX(858)558·1414 ENGINEER OF WORK ~--~Y~d:· S'4/4, ~NOL MARTIN 7 BENCH MARK "AS BUILT" DE:SCRIPnON: LOCATION: U.S.C • .t G.X BRASS DISC STAMPED ~ "KJ02., 1935" IN CONC. MON; , V /7 /_ POINT L/E:S 8.5' EASTERLY OF EASTERN '< -/1-1~ BE:fl/1 LINE: ON RANCHO SANTA FE ROAD, 13:J NORTHERLY OF ELECTRIC 4e, ., ... ,,,, ,~._ TRANSMISSION LINE: POLE MARKED RCFv7 0 EXP. ot,~+f>,.,_ "IUJO II• AND '"n.13825" AND APPROXIMATELY 1.2 MILES NORTHERLY REVIEWED BY: OF THE: INTERSE:cnoN OF RANCHO ~ SANTA FE ROAD AND LA COSTA AVE:NUE. l __ .!.._r=.~,,_.:.·_:_==-AL----DATE INITIAL ENGINEER Of WOR REVISION DESCRIPTION HORIZONTAL CONTROL PLANS FDR: HUNTERS POINTE CITY ENGINEER RCE 33069 '3/z.J/6( EXP. 6 30 GS 1 . DATE OW~ BY:_·-~~ 1--~DA~TE~-'--"IN2IT""IA-'=L'-l--'O~AccTE'--'--"IN.c.lTcclAL=-1 CHKD BY: _. -#2. PROJECT NO. SDP 04--13 DRAWING NO, 434-lA ~ ~ I I ~ I , .. ~ J I J J I • I i / ' J l i J ------------------------------------------=----=====================================::::::===::===::::============t.lm t RCE NO 48870 EXP. 8/.J0/08 TE El.£VATION: 533.39 NGVO 29 MSL INSPECTOR O~HE:R APPROVAL CITY APPROVAL RVWD BY: ~ , 'I ' II I , , I I ' ,!t l 11 i II i ' I ! , .JJ ;, VWD WO 206-6~1 . t -;----,11111111111111111•: : ii 1 -----------r -·---- I ' ' ~- I ------ -- ., -- ------ ·------- RANCJIO SANTA . ' . ', ·. "" ;-...._ · .. ~ . i'ii ~; ,. ~<-~ ·.~·• ' . . ·· .. · J,, > Ci ._ .·. -_ ·' .. -\:--· . • r-- 1 I I I _j • 7 • I lllil llll -L llllllll! CD ffR DWG NO. J58-2B L ,_ I I I I L r I I ": ilJlJ \ : llllllll L~ I j II illllll ---, ,/'',: / • '. d__..DL..._1_J1•.~:::.·· .. ·• ... -.•. ·.·, ... ~ .. ,,·· ;•·-;-.. •-.·· .. --; -\ .. ·: I I :: ' ' . Uri,,+---,.,..!-~ +LH\., .:·-:::::.:: ': :}:,> . . ·---r--:--:-•---,-,----h-, ---... -~--.l·.,'9 . . ·/cC.-"•,,•,••,•, ·• -_ • -!'~<I.•. / / / ,---_/ /',d'~' _ _b .. .. ,• FE ROAD \ .f!:OTJ8'2I" R=/539.91' L=205,J2' Osf"00'JB" - -----------..l.-----+--~~~~-"' R=1878.0D' L=JJ.12' <-,•, ., > '. . . . -: .- • ,, <, '"' .. -. ' ,•,• '' ' . ' ·; f ,:1j,:~l.li/;l-~;~,~· .· .. '#crifiiw'tiM:T ._t.·,.,,.. , .. , :·. " ! ~, ~, ~ "' "l. \ I \ I \ I I I I I I I I I I CENTERUNE DATA ( 1 BEARING/DaTA RADIUS LENGTH REMARKS 1 JJ'J5'05• -100.00' 58.62' • 2 N t'19'oo• £ J2J.OO' J N 88'41'00' W 112.50' 4 N 88'41'00' W 112.50' CURB DATA D BEARING/DELTA RADIUS LENGTH REMARKS , 3J'44'16" 87.00' 51.2J' 6' TYPc G C&G 2 44'50'49" 2.00' 1.57' 6' TYPc G C&G J N 4J'4l'OO" W 5.54' 6' CURS 4 N 1'19'00' c 20.00' 6' CURB 5 N 46'19'00" £ 5.54' 6' CURB 8 45·00'00• 2.00' 1.57' 11• 7YP€ Q C&Q 7 N 1'19'00" c 1.00' 6" 7YP€ G CH 8 90·00'00· 2.00' J.14' 6' 7YP€ Q C&Q 9 N 8tr41'0()' W I 7.00' 11• CURB 10 N l"f9'00" c 45.00' 6' CURB 11 N 8tr41'00• w 17.00' 1• CURB 12 90·00·00· 2.00' J.14' 6' TYPE: G C&Q 13 N 1·19•00• c ,.oo' 6' TYPE: G C&Q 14 45·00•00• 2.00' l.5r 6' TYPE: Q C&(J 15 N 4J'41'00• w 5.54' 6" CURB 16 N 1·19•00• £ 64.00' 8" CURB 17 N 46"19'00" f 5.54' a• CURB 18 45·00·00· 2.00• 1.57' 6' TYPE: Q C&(J 19 N 1"19'00' c 9.10' 6' 7YP€ G C&Q 20 90·00·00· 5.00' 7.85' 6" 7YP€ G C&G 21 N 8tr41'00' W J.50' 6" rtP£ Q C&Q 22 90·00'00· 2.00' J.14' 6' CURB 23 N ,·,s·oo·,; 17.0()' 6' CURB 24 N Btr41'00" W 12.00' 6' CURB 25 N 1"19'00" c 17.0()' 6' CURB 26 90•00·00· 2.00' J.14' 6' CURB 27 NOT US£0 28 N 1·19•00• c 24.0()' a• CURB 29 N 8tr4 I 'OO' W 6,0()' 6' 7YP€ Q C&Q JO 90·00'00· 2.00' J.14' 6' 7YP€ Q C&(J 31 N 1"19'00" £ 17.00' 6' CURii 32 N 8tr41'00" W 81.00' 6' CURB CJ)_ ► 3J N ,•19•00· f 17.00' 6' CURB 34 90·00·00· 2.00' J.14' 6' 7YP€ Q C&G 35 N 8tr41'00' W J.50' 6' 7YP€ Q C&(J z 36 90·00'00· 5.0()' 7.85' 6' 7YP€ Q C&(J 37 N r-,9'00• £ JJ,0()' a• 7YP€ G C&G ,, t1i \a 38 90·00'00• 5.00' 7.85' 6' 7YP€ Q C&G 39 N 88'41'00" W J.50' 6' rtP£ Q C&(J 0 t"-1 ~ 1---1 ~ ~ 0 .... 0, 40 90•00·00· 2.00' J.14' 6' CURB 47 N 1'19'00' c 17.00' 6' CURB 42 N 88"4 I 'OO' W 81.0()' 8' CURB 43 N r-,9'00• c 17,0()' a• CURB "' ,!., (]] 1;xj 0 ► 44 90-oo'oa• 2.00' J.14' 6' CURB 45 N 88"4 I •oo• W 6.00' 6' CURB 46 N 1'19'00" f 24.00' 6' CURB 47 N 88:4 I •oo• W 6.00' 6' 7YP€ Q C&G 48 90-00'00· 2.00• J.14' a• 7YP€ Q C&(J 0 49 N 1·19•00• c 17.00' a• CURB 50 N 88"4 I 'oo• W 81.00' 6' CURB 57 N 1'19'00' c 17.00' 6' CURB 52 90-00·00· 2.00' J.14' 6' 7YP€ Q C&Q 53 N 88"4 I '00" W J.50' 6' TYPE: Q C&Q 54 90-00·00· 5.00' 7.85' 6' 7YP€ Q C&G 55 N 1'19'00' c Jl.98' 6' 7YP€ Q C&Q 56 N 1"19'00" c JIJ.86' 6' 1YP€ Q C&Q 57 33"35'05• HJ.00' 66.24' 6' 7YP€ Q C&Q 58 95"50'50" 25.00' 41.82' o• CURB 59 90"25'44" 20.00' Jl.57' o• CURB , -----L -------------------------.----------,------..------------N 00"08'32" £ 1126.04' C ---------------------- HUNSAKER & ASSOCIATES SAN OIECO. INC 10179 Huennekens Street San Diego, Ca 92121 PH(BSB)SSB-4500· FX(BSB)SSB-1414 ENGINEER OF WORK fESSl !@L <11 ~~ ~ HO. C-48670 ti\ EiQl.06.J0-08 CIVIi. OfCAlll'~ RETAINING WALL P£R DWG. NO. 429-lC PROJECT BOUNDARY BENCH MARK D£SCRIPTION: LOCATION: /J;, S. C. .t G.X. BRASS DISC STAMPEO "302., 19JS' IN CONC. MON. POINT Ll£S 8.S' £AST£RLY OF £ASTf:RN BERi/ UN£ ON RANCHO SANTA F£ ROAO, 133 NORTHE:RLY OF E:J..£CTRIC TRANSMISSION LINE: POL£ MARK£0 "1123011' AND "rl.13825" AND APPROXIMATFLY 1.2 MllES NORTHERLY OF TH! INT£RSE:CTION OF RANCHO SANTA F£ ROAD AND LA COSTA AVENUE:. 0 20 40 60 SCALE 1"=20' i ~. ' ' 7 I J i J. ! I ij ~- !: t "AS BUILT" t---+---+------'--------1-----+---+-~----1 00"""" '"'=:~~!NIB I ! ~ 11id .,/4---/48' APPROVED co . HAMMANN • .N r,•., RCE :"re>'-'.JO EXP. ocqoo /<>t> DAT£ rJ : -srJ~. /1> c l tR;EVl;:,;:;;E=w~-;;cE:;;018:;;r.;:-,-------'--'---------i-0..,,."11-:,cc~-;/o-=e,+-=~:-:--::-:--h-1>¢...,..._-:0:cu=u.-=::r=-------------1-----+---1----!---1.~C=IT=Y==EN=G=IN=E=E=R==R=C~E-:=;!.J~3~06~9~==E~X~P:=.6:::3:0~0~8:_=::'=="?'.:'=~oA~T~£~ ,·. j £ ~ -, :";) t: 1v~;, I P'-'DA.:::Tc.E 4 .::IN~IT~IA--'L'--f"""-'.:===::!__-~----------~I--D:;A;::TE::=::::1N;::1T:::1A:L::.:;o;:_:Ar.:;E:::::::1N;::1r:;;1A:L~ ~i:o a;~,--~--1 PROJECT NO. DRAWING NO. i ! PLANNING ENCjiNEERING syRVEYING ~~{}cuL RC NO 48670 EXP. 6/30/05 EtEVATION: 533.39 NGVD 29 MSL INSPECTOR cl DAT£ ENGINEER or woR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY, ,0 SOP 04•13 434-lA 25 1 -______________ _...:, __________________ _;_.....;.....;...-------=======::·· ================================~====::::==~~=========::::::====:t.J-?: i <& !. VWD WO 206-si1 ' : I ... , ;_ i'i ' ' : : _,. I r 1111111:imllii : ii , • ·· ) GENERAL NOTES I. THIS PLAN SUPfRSEDES All OTH£R PLANS PRrnOUSLY N'PROVf./J fir TH£ CIIY Of CARLSBAD RECARDING IW'ROVf.M<NlS SHOWN ON THIS SET Of PlANS. . 2, APPROVAL Of THIS PLAN DOES NOT L£SS£N OR WAM ANY PDRnDN OF TH£ CARLSBAD MUNICIPAL COVE, RfSOLunON . OF CONDfTIONAI. APPROVAi, Cl1Y STANDA/IDS OR OTHE/1 ADDITTONAL DOCUMD/TS UST£/J HEREON AS THEY /JAY PWNN 10 THIS PROJ£CT. THE £NG/N£EJI IN RfSPONS/91£ CHARGE SHAU. R£VIS£ TH£Sf: Pl.ANS WHE:N NON-CONFORMANCf: IS D/SCOV£RtD. J. C/1Y APPROVAL OF PLANS DOES NOT REUM THE D£VELOP£R OR ENGINEEJI- DF-WORK FROII R£SPONS/B/LJ1Y FOR THf: CORRECTION OF EJIRORS AN/J OMISSIONS DISCOVf.REO DURING CONSTRUCTION, ALL PLAN R£VIS/ONS SHALL 8E PROMP1LY SUBMITTED TO TH£ C/1Y £NG/NEER FOR N'PROVAL 4. A RIG/ff-OF-WAY PfRMff FROII TH£ C/1Y £NG/NEER l\!U. 8£ RfQUIREO FOR ANY WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO P£RMff /SSUANC£. A C£RnF1CAT£ OF /NSURANC£ MUST 8E FILED NAMING TH£ CITY OF CARLSBAD AS AN ADDITTONAL INSURtD ON TH£ PfRMITTff'S POUCY IN TH! MIN/MUii AMOUNT OF $1,000,000.01} FOR £1CH OCCURRANCE: OF L/A8/UTY. TH£ /NSURANC£ COMPANY WRJnNG TH! POUCY MUST /j,,\\1£ A RAnNG OF ii" AND A Sil£ CAT£GORY OF CLASS V AS ESTABLJSHEO BY "BESTS" K£Y RAnNG GUIDE, !J. NO WORK SHALL 8E COMMENCfD UN71L ALL PERMITS IJ.IV£ BEEN OBTNNEO FROII TH£ CITY AN/J OTHER APPROPRJAT£ AGENCIES, IJ. R£VISION OF TH£SE: PLANS MAY 8£ REQUIRED IF TH£ PROPOSED IMPROV£M£NTS NI£ NOT CONSTRUCIDJ PRIOR TO TH! /J£ADUN£ DAT£ Of TH£ IMPROVf.MfNT AGREEM£NT. 1. NO R£VIS/ONS WILL BE MADE: 10 THESE PLANS WITHOUT TH! WRITTfN N'PROV!L OF TH£ CIIY £NG/NEER, NOTED WITHIN TH£ R£V/SION BLOCK, ON THE: APPROPRIATE: SHEET OF TH£ PLANS AN/J nru: SH£IT. IJ. ORIGINAL DRAWINGS SHALL 8£COME TH! PROP£R1Y OF TH£ C/1Y UPON BEING S/GN£D BY THE: C/1Y ENG/NEE/I. 9, TH£ ORIGINAL DRAWING SHALL 8£ RrnSED TO R£fl,ECT AS-9UILT COND!nONS fir TH£ ENGINEER-Of-WORK PRIOR TO ANAL ACCEPTANC£ OF TH£ WORK 8Y TH£ Cl TY. 10. ACCESS FOR ARC ANO 071/fR £Al£RGENCY V£1//Ct£$ SHAU. 8£ IJNNTNNEIJ 10 THC PROJ£CT SIi[ AT ALL m,IES DURING CONSTRUCnOH. II, WHeR! TR£NCH£S AR£ WITHIN CITY F:ASfMENTS. A SOILS REPORT COMPRISED Of: (A) SUMMARY SHEET, (8) LAEJOIIATORY WORK SHWS AND (CJ COIJPACnON CURVES, SIWJ. 8£ SUBM/17E/J BY A PROFfSSIONAL ENGINEER OF TH£ STAT£ OF OOFORNJA, PRINCIPALLY DOING BUSINESS IN TH! FIELD OF APPLIED SOHS /.1£CIJ.INIC$. TH£ SOILS REPORT WILL 8£ SUBM/17E/J TO TH£ CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DA\'S OF COMPLETION OF F1EW T£57S. ni£ WR!TTrN F1EW COMPACnON REPORT(S) SHALL BE IMMEDIATELY SUBMITTED 10 TH£ C/1Y ENG/NEERJHG INSPE:CT0/1 UPON COMPLETION OF TH£ F1£1.D IESTS. f 2. A PRfCQNSIRUC11QM /,1ETJ11/G SHAil II( Hf! Q AT I/:IE SfTF PRfDR m llif BEGINNING Of WORK AN/J SHALL 8£ ATTENDED 8Y ALL R£PRES£NTA1M.S /1£SPONSIBL£ FOR CONSTRUCnDN. INSPEcnON. SUP£RVISJON. T£STl}IQ AND ALL On!ER ASPECTS OF TH£ WORK. TH£ CONTRACTOR SHALL SCH£DUL£ TH£ MEEnNG n!ROUG/1 TH£ PfRMff CUJIK(4JB-J6J4) AT IDST F1\/£(S) WORK/N(J ll4\'S PRI0/1 TO STN/nNG CONSTRUCnON. N'PROVED DRAWINGS MUST Bf AVAllAB!E PR/OIi TO SC/IEDUYMl IJ. ALL IN cnoN RE U£STS OTHEJI THAN FOIi PRECONSTRUCTION M££nNG WILL 8£ MADE: CALUNG TH£ ENG/NfEIIING 24 /IOU/I INSPECnON REQUEST UN£ AT 760 4 B-JB9 I .INSPE:CTION R£QU£STS MUST BE R£CEIV£D PRIOR 10 2:00 P.1,/, ON U1( 114Y WORE llif /NSPfCTION IS llfEQEQ. INSP£CnONS WII.L Bf MADE THE 1/D(T WORK DAY UNLESS YOU REQUEST OTHfRWISE:. REQUESTS MADE AFrER 2:00 P.11, WII.L 8E SCHfDULED FOR 1ll'D FUI.L WORK DAYS LA/ER. 14. THE: OWl/f:R AND/OR N'PUCANT THROUGH TH£ D£VElOP£R AND/OR CONTRACTOR SHAU. DESIGN. CONSTRUCT AND MAJNTNN ALL S'lF£1Y DEVICES, INCLUDING SHORING, AND SHALL 8£ SOLELY R£SPONSIBL£ FOR CONFORMING Ill ALL LOCAL, STAT£ AN/J FED£R)L S'lF£1Y AND Hf;ILT/1 STANDARDS, LAWS AN/J REGULAnONS. l!j, THE: CONTRACT0/1 S/J.11.1. CONFORM TO LABOR CODE: SEcnoN 6705 BY SUBMrrnNG A DUNL PLAN 10 ni£ CITY ENGINEER AND/OR COIIC£RNED AGENCY SHOWING TH£ DESIGN OF SI/OR/NG, BRACING SLOPING OR OTHEJI PROVISIONS 10 BE MAD£ OF WORKEJI PROIECnON FROM THE 1/AZARD OF CAVING GROUND OUR/NG m£ EXO\VAnON Of SUCH TRENCH OR TRENCIIES OR DURING TH£ PIP£ INSTALLATION TH£R£/N. THIS PLAN MUST 8£ PREPARtD FOR Al.I. TRENCHES Fl\/£ IT£T (SJ OR MOR£ IN DEPTH ANO APPROV£/J BY me CITY ENGINEER AND/OR CONCERNEO · AGENCY PRIOR 10 EXCAVAnON. IF mr PLAN VARIES FROM me SI/OR/NG SYST[!I STAN/JARQS fSTARI ISHEQ BY 7HE GONSIRfJCMN WfTY DRIJfBS TTn f II CALJFORNIA ADI.IINISTIIA11Vf CODE, THE Pt.AN SHAU, BE PREPARfQ Bl' Ni £NG/NEER AT me CONTRACTORS £XP£HSE. A COP'( OF THE OSIJ.I EXCAVATION PfRl,fff MUST BE SUBMITTED 10 TH£ INSPECT0/1 PRIOR 10 EXCAVAnON, 1 IJ. IF ANY Af/CHAEOWGICAL RESOURCES ARf DISC0Vf.R£1) WITHIN ANY WORK ZON( DURING CONSTRUCnDN. DPERAnONs WILL CWE: IMMEDIATELY. AND TH£ P£RIIITTEE WILL NOIIFY TH£ Cl1Y £NG/NEE/I. OP£RAnONS WILL NOT RESTART UN71L TH£ P£RIJITTEE IJ.IS RECEIVf.D WRITIDI AIJTHOR/1Y FROM THE CITY £NG/N£EJI TO DO SO, 17, ALL OPERAnDNS CONDUCTED ON THE SIT£ OR ADJACENT THERETO, INCWDING WAR/JING UP, REPN/1, N/R/VAt, DEPN/TURE OR OPERAnON CK TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCnON EQUIPME:NT AND ANY OTHEJI ASSOCIATED GRADING EQUIPME:NT SHAU. 8£ UIJ/T£D TO TH£ PfRIOD 8E1WE"£N 7:00 A.IJ. AND SUNsrT £1CH DAY. MONDAY THRU FRIDAY AND NO £1Rn!MOVING OR GRADING OPEJ/ATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOUDA'/'5. (A UST OF C/1Y /IOUDA\'S /S AVA/!.A8l£ AT TH£ E:NGINEERING DE:PARTME:NT COUNTER.) 18. ALL 0Fr-SIT£ I/AUL ROU7£S SHALL 8£ SU81,//17E/J er TH£ CONTRACTOR TO 11f£ CITY ENGINEER FOR APPROVM. 1WO FULL WORKING DA\'S PRIOR 10 BEGINNING Cl'" WORK. me CQNTBACTOR Stw,L B[ RESPONS/8L£ FOR N{Y DEBRIS OR IW.IAI{ OOCURRING ALQN(J Vif l:J,IUL ROL/1£ QR AAACEN[ smms AS A RfSUL[ Of Tl/f GRADING OP£RAnoN. 19. NO BLASnNG SHALL BE COMMEHC£D WITHOUT A C/1Y ENGIN£EJI APPROVED BLASnHG PROGRAM. 20, THE EXISTE:NCf AND LOCAnON OF unUIY STRUCTURES ANO F,IC/LJn£S SHOWN ON THE: CONSTRUCTION PLANS Wf"RE OBTNNED BY A SEARCH OF TH£ AVNLABIL RECORDS. ATTE:NnON IS CALJ£D TO THE POSSfEJL£ EXISTE:NCE: CK On!EJI unu1Y FAC/UnES OR STRUCTURES NOT SHOWN OR IN A LOCAnON D/FFER£NT FROII THAT SHOWN ON mr PLANS. Tl/£ CON11lACTOR IS REQUIRED 10 TAK£ DU£ PR£0\V110/IARY MfASVRES 10 PRO/ECT THE: ununES SHOWN ON Tl/£ PLANS AND ANY OT/1£11 £X/5nNfJ FAC/LJTIE:S OR STRUCTURES NOT SHOWN. 21. n!E: CONTRACTOR SIJ.ILL Vf.R/FY TH£ LOCATION CK Al.I. EX/SnNG FAC/LJTIE:S (ABOVE.GROUND ANO UNDERGROUND) WITHIN TH£ PROJECT SITE: SUFF1C/£NTLY AIIEAO OF TH£ CONSTRUCnON 10 P£RMff TH£ R£VISIONS OF TH£ CONSTRUCTION ~~R't~ WcYJ',f. THAT TH£ ACAAL LOCAnONS ARE IN CONFLJCT W/111 22, TH£ CON11lAC10R SHALL NOllfY AFFECT£D U11U1Y COMPANIES (SEE 8£1.0W) AT IDST IWO FULL WORKJNG DA\'S PRIOR 10 STN/nNG CONSTRUCnON NEAR THEJR FAC/LJTIE:S ANO SHALL COORDINAT£ WORK Wm/ A COMPANY R£PRES£NTAnVE:. SOG&E UNDERGROUND SEJIVICE: ALERT PACIFIC 8fil COK COMMUN/CAnDNS DANIELS CABLEV/SION AOEI.PHIA CABLE COMMUNICAnONS CITY OF CARLSEIAD(STR££TS ANI) STORII DRAIN) ™LSBAD MUNICIPAL WA/ER DISTRICT(WAT£R,SF.WF:1!,RW) "SAN DIEGUffO WA/ER DISTRICT • L£UCADIA WASl!WAIER DISTRICT "tALLEC/TOS WATER DISTRICT 'Of.lWHNN WATER DISTRICT • BUENA SANffAnON DISTRICT f.780)480-7647 -8d/J-42Z-4IJJ l-BQ0-89Z-012J 760).806-9809 (760~4JB-S241 i76D 4JB-7741 (760 4JB-2980 (780)4J8-2722 (760}6JJ-26S0 (760)75J-0155 (760)744-0460 ---~ --------------------------' p---J--- STREET NOTES I. ACTUAL STRUCTURAL SECTIONS WILL BE DU£RM/NED AFTER "R" VALUE TfSTS HAVE: BEEN CONDUCTED BY A PROFE:SSIONAL £NGIN££R OF TH£ STATE OF CALJFORNIA. PR/NC/PALLY DOING BUS/N£SS IN TH£ Fl£LD OF APPLIED SOIL MECHANICS,ON THE PREPARED BAS£M£NT SOIL THE "R" VALUE TESTS AND THE ENG/N££R£D STRUCTURAk S£CT/ON MUST 8£ SUBMITTED TO THE ENGINEERING INSPECTOR FOR Rl:VIEW AND APPROVAL A MINIMUM OF TWO (2) CfTY WORKING DAYS BEFORE THE WORK BEGINS. 2. STR£U LIGHTS SHALL BE INSTALLED AS SHOWN ON THE:SE PLANS,UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STRE£T LJGHT FOUNDATIONS WILL 8£ ALLOW£D. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE. J. ALL UND£RGROUND IJTILJT/£S AND LA TE:RALS SHALL 8£ JNSTALL£D PRIOR TO CONSTRUCTION OF CURBS. CROSS GUTTERS OR SURFACING OF STR££TS. 4-, STORM DRAIN PIPE SHALL BE R£/NFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAD OF 1,350 OR AS8£STOS CEM£NT PIPE WITH A MINIMUM D-LOAD OF 2,000, FOR PRIVATE STORM DRAJN PIPES, UP TO 75• PVC MAY BE UTIL/Z£D PROVIDED DEPTH IS LESS THAN 1 S FEU ANO BACKFILL£D WITH J/ 4 • ROCK PER SDRSO S-4 TYPE •c• ANO PIPE ME£TS ASTM STANDARD JOJ4 FOR SOR JS SOLID WALL PIPE. 5. WHERE AN £XIST/NG PIPE LINE IS TO 8£ ABANDONED IT SHALL 8£ REMOVED WITHIN TW£/vTY FE:U OF BUILDING OR STREU ARfAS ANO REPLACED WIT/I PROPERLY COMPACTED SOILS. IN OTHER AR£AS TH£ PIPE WILL BE PLUGG£0 WIT/I CONCRETE OR REMOVED AS APPROV£D BY THE CITY £NC/NEER. B. WHffiCHA/R RAMPS SHALL BE /NSTALL£D P£R R£QU/R£M£NTS OF Till£ 2 4, CALJFORNIA ADMINISTRATIVE CODE. 7. STRE£T TRITS SHALL 8£ INSTALLED P£R SECTION IV O.J OF TH£ CITY OF CARLSBAD LANDSCAPE MANUAL 8. FIR£ HYDRANT MARKERS SHALL 8£ PLACED IN THE STREU WITHIN TH£ LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19, 9. ALL SURV£'f MONUM£NTS ANO POINTS THAT AR£ DISTURBED BY THIS WORK SHALL BE R£-£STABLISH£D, P£RPITLJAT£D, AND DOCUMENTED PER THE PROF£SS/ONAL LAND SURVEYORS ACT. 10. TWO (2) SUS OF SURV£'f (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSP£CTOR. HYDROLOGY /HYDRAUIJC REPORT A COPY OF THE .'\PPROVEO HYDROLOGY/ HYDRAULIC STUDY FOR THIS PROJECT IS ON FILE WITH THE CITY OF CARLSBAD ENGINEERING ()/VISION. THE REPORT IS TITLED "ORA/NAG£ STUOY FOR HUNTER'S POINTE". PREPARE:() BY HUNSAKER AND ASSOCIATES, SAN DIEGO, INC. DA TED AUG/ST 8, 2005. ENGINEER'S NOTES I. N£/TH£R THE OWN£R, NOR TH£ £NG/NE£R OF WORK WILL £NFORC£ SAFF:TY M£ASUR£5 OR REGULATIONS. TH£ CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY D£VIC£S, INCLUDING SHORING, AND SHALL BE SOLELY R£SPONSIBL£ FOR CONFORMING TO ALL LOCAL. STATE ANO F£0£RAL S<\F£TY ANO HEALTH STANDARDS, LAWS AND REGULATIONS. 2. CONTRACTOR HAS SOLE AND COMPL£T£ R£SPONSIBIL/TY FOR JOB SIT£ CONDITIONS DURING TH£ COURSE Of CONSTRUCTION OF THIS PROJ£CT. INCLUDING SAF£TY OF ALL P£RSONS AND PROPERTY. THIS REQUIREM£NT SHALL APPLY CONTINUOUSLY ANO NOT BE LIMITED TO NORMAL WORKING HOURS. TH£ CONTRACTOR SHALL D£F£ND, IND£MNIFY AND HOLD TH£ £NGINE£R HARMLESS FROM ANY AND ALL LIABILITY, RfAL OR ALLEGED, IN CONNECTION WITH THE P£RFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM TH£ SOL£ N£CL/C£NC£ OF THE £NC/NEER. J. TH£ CONTRACTOR IS R£SPONSIBL£ TO INSUR£ THAT ALL SLOPES, STREETS, UTILITTES, ANO STORM DRAINS ARE BUILT IN ACCOROANC£ WITH THESE: Pl.ANS. IF TH£R£ IS ANY QUESTION REGARO/NG TH£S£ PLANS OR FIELD STAKES, TH£ CONTRACTOR SHALL REQUEST AN INTERPRUATION 8£FOR£ DOING ANY WORK BY CALUNG ni£ ENGINEER OF WORK AT (858) 558-4500. TH£ CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJAC£NT PROP£RTY FROM ANY £ROS/ON AND SILTATION THAT MIGHT R£SULT FROM HIS OPERATIONS BY APPROPRIATE MfANS (GRAVEL BAGS, HAY BALES, TEMPORARY D£S/LTING BASINS, DIKES, SHORING, £TC.) UNTIL SUCH TIM£ TH£ PROJECT IS COMPLf:TED AND ACCEPTED FOR MAINTE:NANC£ BY THE OWNER, 4. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON W£R£ 08TAIN£D BY A SEARCH OF TH£ AVAILABL£ R£CORDS. TO THE B£ST OF OUR KNOWL£DGE, TH£RE ARE NO OTHER EXISTING UTILITl£S EXCEPT AS SHOWN ON THES£ PLANS. BEFORE EXCAVATING FOR THIS CONTRACT, TH£ CONTRACTOR SHALL MAK£ EXPLORATORY £XCAVATIONS ANO VERIFY TH£ HORIZONTAL ANO VERTICAL LOCATION OF ALL UNDERGROUND UT/LJTl£S AFFECTING TH£ WORK, WHE:THER SHOWN ON THE PLANS OR NOT. SPECIFIC A TT£NTION SHALL BE: MAD£ IN AR£AS WH£R£ TH£ PROPOS£D IMPROVEMENTS MEU EXISTING. CONTRACTOR SHALL NOTIFY THE £NG/N££R OF WORK OF ANY D£VIATIONS PRIOR TO ORDERING MATERIALS FOR TH£ PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO TH£SE PLANS IF AS-BUH.T LOCAnON OF DC/STING UIIL/TIES REQUIRE: CHANGfS TO THE: DESIGN. ,. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROT£CT £)<ISTING ABOVE" GROUND AND UND£RGROUND IMPROV£M£NTS SHOWN HEREON AS WELL AS EXISTING UTILITl£S NOT SHOWN HfRfON. CONTRACTOR SIIALJ. RE:PAJR OR REPI.ACE: /TE:MS REQUIRED TO REMAIN IN Pl.AC£ WHICH AR£ DAMAGED, DURING THE COMPLETION OF TH£ WORK, TO TH£ SATISFACTION OF THE APPROPRIATE: AGENCY. 5. WHERE TRENCHES AR£ ADJACENT TO FUTURE BUILDING SITES. A LJC£NS£D SOILS ENGINEER S//ALJ. Bf R£TAJN£0 BY TH£ OWNER TO COMPL£TE NECESSARY TESTING TD CERTIFY THAT TR£NCH BACKFILL WAS COMPACTED AS DIRECT£0 IN THE PRELIMINARY SOILS R£PORT. 7. TH£SE: PLANS SHOWN TH£ MINIMUM IMPROV£MENT REQUIRED BY TH£' APPROVING AUTHORITY IN ORDER TO OBTAIN PROJ£CT APPROVAL. Fl£LD CONDITIONS MAY DICTATE ADDITIONAL IMPROV£M£NTS. THE COST OF ANY ADDITIONAL IMPROV£M£NTS SHALL 8£ BORNE BY THE CONTRACTOR. ANY ADDITIONAL TESTING BY TH£ SOILS £NGINE£R OR OTHER PROF£SSIONALS SHALL BE COMPL£TED AT THE CONTRACTOR EXP£NSE. 8. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE £NG/NEER OF WORK IN WRITING, WHEN£V£R THESE PLANS SE£M UNCLEAR. ' IMPORTANT NOTICE OESCRIPTION: ENGINEER'S NOTES (CONT.) 9. TH£ CONTRACTOR SHALL NOTIFY TH£ SURVEYORS 48 HOURS PRIOR TO BACKFILLJNG TR£NCHES FOR ALL NEW UTILITl£S. TH£ SURV£YOR SHALL OBTAIN NEC£SSARY Fl£LD SHOTS TO PROVIDE THE ENG/NE£R Of WORK WITH A LETTER OF C£RTIFICATION STATING THAT ALL IMPROV£M£NTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE: WITH THE LINES • ANO GRAD£S SHOWN HER£0N. THE C£RTIFICATION SHALL INCLUDE: ALL /T£MS R£QUIR£D fJY TH£ APPROVING AUTHORITY', 10. THE GEN£RAL CONTRACTOR IS R£QUIRED TO K££P AND MAINTAIN A SIGNED SU OF THESE PLANS ONSITE AT ALL TIM£S FOR US£ BY THE ENGINEER OF WORK, SOILS ENGINEER ANO TH£ CITY INSPECTOR. TH£ G£NfRAL CONTRACTOR'S SUP£RINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH AS-BUILT ON A DAILY BASIS AS WORK PROGRESS£S. SAID PLANS SHALL 8£ C£RTIFIED BY THE SUP£RINT£ND£NT AS ACCURATE AND COMPl..ETE UPON COMPL£TION OF THE PROJ£C~ AND BECOME THE PROP£RTY' Of THE £NGINE£R Of WORK. 1 I. STATIONING OF DRIVEWAYS, LATERALS AND PROPERTY LJN£S ON CUL DE SAC'S AND KNUCKLES ARE AT TH£ RIGHT OF WAY. PRC AND PCR STATIONS ARE AT THE CURB. 12. R£TAINING WALLS, IF SHOWN HEREON, AR£ INCLUD£D AS SUPPL£M£NTARY INFORMATION. DUA/LED PU\NS, A S£PARAT£ P£RMIT AND INSP£CT/ON IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RUAIN/NG WALLS. fJ. TH£ SOILS REPORT AND ALL THE SUPPf.£M£NTS THEREOF AR£ INCORPORATED INTO AND MAD£ A PAF{T" Of THIS PLAN. ALL CONSTRUCTION SI/ALL CONFORM WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION R£QUIREM£NTS IN TH£ REPORT. 14. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGL£ P0/""5 ANO TE:£S IN WATER SYSTEMS PURSUANT TO ni£ APPROPRIATE WATER DISTRICT STANDARO. 15. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INOICATING ALL STREIT UGHT CONDUIT RUNS, ACCfSS POINTS, HAND HOLES AND S£RV/C£ POINTS PRIOR TO ENERGIZING TH£ SYSTE:M. 15. STORM DRAIN PROFILES SHOW A GRAPHICAL R£PR£S£NTATION OF TH£ CALCULATE:D 1/GL DURING THE: DESIGN STORM, AS REOUIRED BY THE CITY. ni£ CALCULATED HGI. CAN 8£ FOUND IN TH£ APPROVED STORM DRAINAGE: REPORT ON FIL£ AT TH£ OFFICE: OF TH£ CITY' £NG/NEE:R. £NGIN£E:R IS NOT RESPONS/8!.£ FOIi US£ OF TH£ HGL SHOWN //£R£0N, BY OTHERS, WHEN MAKING ADDITIONAL CONNECTIONS OR R£AL/GNING TH£ SYSTEM. CHANGES TO THE SYSTEM, REQUIR£ APPROVAL OF A REGISTERED £NG/NEER RESPONSIBLE: FOR Tl/£ REVISIONS. 17. ALL SEWER UN£ 8£DDING SHALL BE J/4" BACKFILL P£R SDRSD S-4, TYP£ C. PVC SEWER PIPE SHALL M££T ASTM STD. JOJ4 FOR SDR JS SOLID WALL PIPE:. STORM DRAIN NOTES I. 2. J. STORM DRAJN PIPES D£SIGNAT£D AS HAVING THE HGL AT OR ABOVE: THE PIP£ SOFFIT S//ALJ. 8£ AMEROII R£JNFORC£0 CONCRETE PIP£ WITH RE:INFORC£D THERMOSffi/NG RESIN (RTR) COUPLING OR EQUAL FOR THE £NT/Rf REACH. COUPLJNG SHALL MEU THE REQUIREME/>ffS OF AST/./ C76, CJ6 I, AND C44J. STORM DRAIN PIPES WITH VE:LOCITIES EXCEEDING 20 FEIT PER S£COND SHAU. IJ.IV£ A WNIMUM COV£R OF l-!/2 INCH 0\/fR TH£ INVERT Rf/NFORCING STffL. TH£ CONCR£T£ DESIGN STRENGTH IN THES£ Rf;IC/1£S SHAU. 8£ fc = 5,000 PSI. FOR vaocmES EXCEEDING JO Fm PER SECOND, US£ fc = 6,000 PSI. STORM DRNN PIP£S AR£ SHOWN AS RCP, /I/GIi D£NS/1Y POLYITIIYU:N£ PIP£ (HOPE) /S AN ACCEPTABL£ ALT£RNAnVE: FOIi 48" D/AMITER PIPES AND SIMI.I.ER. //DP£ JOINTS SHALL BE WATERnGHr ACCORDING TO THE R£QUR£M£NTS OF ASTM DJ212 WITH GASKETS MEEnNG ASTM F477, TRENCH /3ACKF1LL SI/ALL 8£ PER PIPE MANUFACTURERS SP£C/F1CAnON. ~¢>fEss,~ ~ L. ~ 1, ~~ "ii e NO. 48870 ~ ", EXP. 6/30/06 ;" ~ ,>c 1'~~ c~~,~ BENCH MARK 1,/_.S.C. & G.X .• BRASS DISC STAMPED DESCRIPTION SUBDIVISION BOUNDARY RIGHT OF WAY/LOT UN£ EASEMENT LINE EXISTING STOR!I DRAJN PRIVATE STOR!I DRAJN (SIZE PER PLANS) PRIVATE CURB JNl.£T TYPE "8-1" PRIVATE CLEANOUT TYPf: ':4-4 • PRIVATE CLEANOUT TYPf: "8-5" PRIVATE CURB our,_u PRIVATE CATCH BASIN Tr'PE "F" PRIVATE 8" PVC GREEN (SDRJ5) (V.W.O.) PRIVATE SEWER MANHOLE PR/VAT£ SEWER lATf:RAL 4• OR 6" PVC (SDR-35, GRf:f:N OR WHITE) (V.W.D) EXISTING S£W£R STREU LIGHT S£WER STATIONING LEGEND STD. DWG. D-2••, DS-1 D-9 D-10 D-25 D-7 S-11n•, S-12**' •• AS MOOIF1EO BY THE CITY OF CARLSBAD STANDN?DS ••• VWO STANDARD DRAWINGS SYMBOL -------- c:::::!9 -~--= ~-- --~. --= ~-- ~ ~~-~ ~-- --s------- -s--0--- ---~® Q--o I 1;0+5J.JJ1 ENGINEER OF" WORK ~~~d.. QUANTI'fX I ,. ' I 2JOJ L/f fJ fil 2 EA 19 EA ' I EA IEi-t 1139 LF ' 16 Ei4 g"' 55 ~ I sA16" , OAT~ R.C.E. NO. 4867D EXP. &/~0/05 'i)~\\OfESSlo~~ "AS BUILT" I ~~\UIL~~ 2J~/jd:-s-/4~/cz, &' ~~ ~ NO. C-411670 'lf-~ ' ) &,. OG-30-08 DATE RC[ ,',6{_,'10 EXP. o<.-/,:,c,Lco ,-I ... ""-~J REVIEWED BY: ~ OF CA~l:l'ill i ' --' ~ -k .r.,,._ • ¢,y,, ., INSPECTOR DATE ' CIT:] LifJ CITY OF CARLSBAD 7 ENGINEERING DEPARTMENT 3 PRIVATE UTILITY PLANS FOR: HUNTERS POINTE - l I f SECTION 4216/4217 OF THE GOVfRNMENr CODE K302., 1935 IN CONC. MON. COVERSHEET REQUIRES A DIGALf:RT IDf:NTIF/CA TION NUMBER Bf: LOCATION: POINT l/£S 8.5' EASTERLY OF EASTERN APPROVED CONRAD ,Y HAMMANN ISSUED BEFORE A PERMIT TO EXCAVATE WILL 8E B£Rlt/ LIN£ ON RANCHO SANTA FE ROAD VALID. FOR YOUR DIGALf:RT I.D. NUMBER CALL 133 NORTHERLY OF ELECTRIC ll: !J.J ~ sf11rM, Tf/t;NSMIS~ION li¥i_ POLE .MARKED HUNSAKER ~ ,_ & ASSOCIATES j (760)7SJ-6466 (760)728-IJ40 'AS N'PROPRJAT£ UNDERGROUND SERVICE ALERT Al: ' l-23011 AND 13825 AND CITY ENGINEER RC• 33069 EX" Ill:_, ,. ,5 DATE APPROXIMATELY 1.2 MILES NORTHERLY ce/,e,fc,, Rl...1-1 h\ t>O-e>Ull ... 1 PROJECT NO. DRAWING NO. TOLL FREE 1-800-422-41 JJ OF THE INTERSECTION OF RANCHO OWN BY: SANTA Ff: ROAD AND IA COSTA AVENUE DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:~f?= TWO WORKING DAYS BEFORE YOU DIG REVISION DESCRIPTION SDP 04-13 434-lA ELEVATION: 533.39 NGVD 29 MSL ENGINEER OF WCRI OTHER APPROVAL CITY APPROVAL RVWD BY: ' Pw\NNING ::79NHu:,:,:~ :~ N C J ENONEEIUNG San Diego, Cl 9l121 i• ,•: SURVEYING PH(BSB)SSB-4500· FX(BSB)SSB-1414 ':, L-_______________________________________ _:.,.. _________________________________________________ ...,.. _____ -+----~::-::-::-;:--:-:;-:-::::--,~~-:;;-;;~::;:---;;-:;-:'fil W.O.#2431-09 V.W.D. W.O. 206-621,: . BIN: ·----- ' i I I ! ) 1 I i' PLANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIECO. INC. 10179 Hucnnckens Street San Diego. Ca 92121 PH(B5B)555-4500· FX(B5B)555·1414 100 SCALE 1'•100' APN 223-010-02 LA COSTA PA 3.4 LA COSTA PA 3.5 200 300 SUBDIVISION BOUNDARY 218 .. :""'l'':-i / !•' [ "l ·.'! ··~r-© ,. ' ' DESCRIPTION: LOCATION: SHEU NO. FIRE HYDRANT Pvr STREET LIGHT STORM DRAIN WATER LINE SEWER LINE APN 223-031-31 UNlVE'.RSlTY COMMONS CJTY Or SAN MARCOS [ill -I 0-,, --- APN 223-031-28 201 \ \ SUBDIVISION BOUNDARY " ' ENGINEER Of' WORK ~~~ sb1/o, MONDL MARTIN DATE --~--- BENCH MARK IJ..S.C. & G.X. BRASS DISC STAMPED ~iOfESSi0,1',r, ~~OL~"(i &~ ~i IS;! NO.C-48670 \B ~06-30-08 Cr""- 0f CA~ R.C.E. NO. 48670 EXP. 6/30/06 REVIEWED BY: £. £,, c-7 INSPECTOR 17 1-------+-----+------------------t-----t-----t---t---i PRIVATE UTILITY Pt.ANS FOR: HUNTERS POINTE DATE KJ02., 19J5" IN CONC. MON. KEYMAP&N01ES POINT LIES 8.5' EASTERLY OF EASTERN 1-------+-----+------------------t-----t---+--t---i ~=============================! BERfl LINE ON RANCHO SANTA FE ROAD·1----+----l---------------------11----1----+--+---t APPROVED ZfRAD/4(,HAMMANN /4 A ~XNs"!Jlf{,1i1vRLL~#,f P~Ifc;:)i~KED er~ \~GINEEiicc 33069 r~• 6ZJ0Zc,11 ~ '-•, ~~E Alti8h"1A fl/_~ 1 ~, ii,frs ~~~TH ERL y l-0-,--:l->!>-:-<>e,-+-=~--,--:--t-,.-AZ:>-.,.------:Ol:-:---::1JL:c--::r==.c-. -----------1----;---t---t----i ' ' OF THE INTERSECTION OF RANCHO DWN BY:--=-PROJECT NO. '. f ~ t SANTA FE ROAD AND LA COSTA AVENUE. DATE INITIAL ,__D_A_TE_~IN_IT_IAL-+_DA_TE __ IN_IT_IA_L_, CR~WK0D BBYY'.. ,frY SDP 04-13 ELEVATION: 533.39 NGVO 29 MSL ENGINEER Of WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL • DRAWING NO, 434-lA ,, I I i W.O,#2431-09 BIN: V. W.D. w.o. 206-621) f » i ··· . .. : Ti' "'· 1 I , , 1111111111!1111• · ,I 1 • • "· ' : ; / ' '" 11"11 RQP INl.111" _ ... ...., ... UL Clllll, ... """' .. -"""' 24"11 Ill C0YERI A mwEI ~ POI: SDR:11 11-1 CDS L1DDEI,. PMSU20_ 19 0,7 CFS TRE.i\TMo,n" l CIII ... HOLi STAJQI 5+1L11 IILIWN COS MODEL Pl,1SU20_15 0.7 CFS TIUTMENT t RISER SECTIONS STA 5+111.HJ { SEPARATION SECTIONS ED GRAPE ELEV 51~.30 I CDS MPDEL PMSU2D_ 15 0.7 CFS TR~TMEm' I RJSER SECTIONS yA. s+111.,11 e:•· 11 ~ ccvoa: , f"AAH~ ce, i PEIi SORSD M-1 ELEV 511.30 24•i, MH COl/£R AND FRAME C2) PER REGIONAL STANDARD DRAWING M-1 CLISE GRADE RINGS AS NECESSARY) 36'11i RCP INLET CGRDUT lNT□ RISER) COS MODEL PMSUJCL20 STORM WATER TREATt.lENT UNIT 2.0 CF5 CAPACITY -STA 10+J9.03 l RISER sm10NS CDS t.lODEL PMSUJ0-20 2.0 CFS TREATMENT CAPACllY 24-• • COVERS ill FRAMES (2) PER REGIDNM. STANDARD DRAWING M 1 {USE GRADE RINGS /JS ""~-~ . . ...... .. .. ..... ..... .. I . ,. ··••·· ,. ij i fr. s,. ':,', - -~ -------.... ,.:..---, .,,;;:;,--- STA 1Q+J11.C3 c_ RISER SECTIONS CDS'" MODEL PMSU.30_20 2.0 CF5 TREATMENT CAPACITY 24-• • COVERS & FRAMES (2) { PER REGIONAi. STANDARD O~WJNG M-1 (USE GAADE RINGS AS NECESSARY) -1J8,w,~,-,7Fll:i'.:N"i"IS,f:!EP GRAQE --'<..",&"<'€,=-,...-· I ~ 421!1.62 ·~ OIL BAFF"LE PLAN -CDS MODEL PMSU20 15 11-.. RCP .NU!I' '""""""- """' ..... tf-41' I.IL CDS MODEL PMSU20 15 INTERNAL SEPARATION SLAB PLAN 11:1•11 RCP INLET PIPE DETAIL D-CDS UNIT NOT TO SCAL£ .Ja' WATER EASEMENT 15• ,s· 23' 2J' 5' 5' 1J' 1J' MIN. 2:r ,. 24" , .. CYLl!ljO~ & INLET WEIR SEPARATION SCREEN I; SUI.IP SECTION A-A 5' 5' INTERNAL SEPARATION SLAB 1a•--r 5'- ◄• DEPTH BELOW PIPE INVERT PIPE INVERT ELEV 500.90 SUMP BOTTOM GENERAL NOTES: IL BAFfLE CYLINDER & INLET WEIR 7 24" •• 10· SECTION B-B 1. ALL PRECAST MANHOLE.COMPONENTS SHALL CONFORM TO ASTM C-478, ' 2, CONTACT CDS TECHNOLOGIES, INC, FOR MAINTENANCE, REQUIREMENTS -(562)424-6334, 19' SIOCWALK (WHERE SHOWN ON PLAN) 18,;ii RCP OUTLET PIPE INTERNAL SEPA.~TION SLAB s•-4• DEPTH BELOW Pl?E INVE!ff , -_ '• .. CURB PER SORSD G-1 J' RIBBON GU TT£R PIPE INVERT ELEV 500.90 SUMP BOTTOM 72'111 ID MANH□LE RISER, (86"DD) CENTER 72" ID MANHOLE RISER SECTIONS 36'111 RCP lNlET CGRIJUT INT□ RJSER, PLAN '-o· \ re 36'11 RCP □UTLET <GR□UT INTC RISER) BL □CKDUT F□R PlPE PR□VlDED DY PAECASTCR Hf', CDS MODEL PMSUJD_zo STORM WATER TREATMENT UNIT 2.0 CFS CAPACITY - J6'i RCP OUTLET C~R□UT INT(] RISER> CENTER Of SCREEN ii; 21•11i SLAB OPENING SEPARATION SLAB PLAN JD' WATER EASC:MENT IS' 15' IJ' 2' SIDEWALK (WHERE SHOWN ON PLAN) ~ 4• A.C. OVF.:R 4 A.B. (MIN.) FINAL PA\l'F.:MENT SECTION TO 8£ DCTF.:RMIN£D PER SOILS ENG. 5.5' _J.t! • SIDEWALK (WHERE" SHOWN ON PLAN) ~ A.C. O\l'F.:R .+" A.a (MIN.) FINAL PA\l'F.:MENT SECTION TO 8£ DCTF.:RMINED PER SOILS F.:NG. R-VALU£ TEST S1D£WALK (WHER£ SHOWN ON PLAN) -..:R~-::.!V.~i'l!.i.!:U~£~7E~ST;,:_ ___ ...___,~ PORTION OF PASEO PLOMO, CALLE PLATA 5.5' CURB PER SDRSD G-1 19' SIDEWALK (WHERE" SHOWN ON PLAN) 1:r - J' RIBBON GUTTE:R CALL .JO' WA '/l;R EASC:MENT 75' 15' 12' J7' SIOCWALK (WHER£ SHOWN ON PLAN) 2:r - CURB PER • • b ' ~ SDRSD (;-t -4' A.C. O\l'F.:R -4' A.B. MIN. FINAL PA\IE:MENT S£CTI N O BE: DCTF.:RMINED PER SOILS ENG. R-VALUE: TEST CALLE COBRE, DRIVEWAY "E" NOT TO SCALE: 5,5' _J.t! 5.5' CURB PE:R SDRSD G-1 NOT TO SCALE 19' ' SIDEWALK (WHERE SHOWN ON PLAN) 2K - J' RIBBON GUTTER .JO' WA '/l;R EAS£MEN T 15' 15' 12' AVENIDA SERE NOT TO SCAL£ JI' SIDEWALK (WHERE" SHOWN ON PLAN) 2:r - CURB PER RSD G-1 4 A.C. 0\/E:R 4 A.B, (MIN.) FINAL PA\IE:MENT SECTION TO 8£ DfilRMINED PER SOILS ENG, R-VALU£ TEST 5.5' . f-- flBtRCiLA~ I-CYLINDER A INLET ~ [ - SEPARATJ□N SLAB ~ ----:3'1 SCREEN-- I .. --i 21"1 SUMP 1-i\CCESS J. I ' "'" ' ,,_,,_J 1·-e• SECTION A-A DETAIL E -CDS UNIT NOT TO SCALE' S.5' 19' SID£WALK {WHERE: 2:r SHOWN ON PLAN) ·• . '" - ~S PIPE INV 419.85 36'11 RCP INI..ET SEPARA TI□N SLAB GENERAL NOTES: r ... HBERl!U\SS YWID!all AN INLET 3'1J SCREEN SECTION B-B 1. ALL PRECAST MANHOLE COMPONENTS SHALL CONFORM TD ASTM C-478, 2, CONTACT CDS TECHN□LDGJES, INC, FDR MAINTENANCE REQUIREMENTS -(562)424-6334, 12' JI" SIOCWALK (WHERE: SHOWN ON PLAN) .2!... . , -~-.' . a"'SSS•' CURB PcR SDRSD G-1 3' RIBBON GUTTER ~• A.C. OVER ,'# A.B. (MIN.) FINAL PA\l'F.:MENT SECTION TO 8£ DCTF.:RMINED PER SOILS ENG. R-VALUE TEST 5.5' 19' I SIDEWALK (WHER£ 2:r SHOWN ON PLAN) --~·--~, CURB PER SDRSD G-1 J' RIBBON GUTTER DRIVEWAY "H" NOT TO SCALE 12' DRIVEWAY "I" NOT TO SCAL£ • -~a·• -C .·:;·--:- 31' Slijf,WALK (WHERE SHTWN ON PLAN) 2,5:C - 4• A.C. OVF.:R 4' A.B. (MIN.) FINAL PA\IE:MENT SECTION TO 8£ DfilRMIN£D PER SOILS £:NG. R-VALU£ TEST ~ 36'11i RCP OUTLET 5.S' 5.5' JO' WA '/l;R E:ASE:MENT IS' 15' ENGINEER Of' WORK 5' 5 IJ' IJ' 5• 5• MIN. R/1: ONO L. MARTIN 1:i'-0" D/S PJP£ IN'I El 419.85 SUtJP BOTTO OATE 5.S' 19' JO' WA '/l;R EAS£MEN T 15' 13" 15' 32' 5.5' .JO' WA '/l;R EASEMENT 15' 15' i R.C. . NO. 48670 EXP. 6/30/06 CURB PE:R SDRSD (;-I P!.AN~ING lNQNEERING SURVEYJNG SID£WALK (WHERE" SHOWN ON PLAN) J' RIBBON GUTTER '" SIOCWALK (WHERE SHOWN ON PLAN) "' -- CURB PER RSD G-t 4° A.C. OVER of' A.B. (MIN.) FINAL PA\IE:MENT SECTION TO BE: DCTF.:RMINED PER SOILS £:NG. R-VALUE: TEST PORTION PASEO PLO'::--:M:-:-0-:""--....,...____..,,,._.---~ HuJSAKER & ASSOCIATES SAN D1£C:0. INC. 10179 Huennekens Street San Diec;o. Ca '>2121 PH(656)558-\500 · FX(65')556·1414 NOT TO SCAL£ 5.5' CURB PER SDRSD G-1 19' SIDEWALK (WH£RE SHOWN ON PLAN) '" - 3' RIBBON GUTTER 12' SIDEWALK (WHER£ SHOWN ON PLAN) 7,r - 4• A. C. 0\/E:R 41' A.8. (MIN.) FINAL PAVEMENT SECTION TO 8£ DCTF.:RMINED PER SOILS ENG, R-VALUE: TE:ST 5.5' AVENIDA PLATING NOT TO s,.,.....,,..,_ DE:SCRIPTION: 1,1.s.c. & G.X. BRASS DISC STAMPED 6" TYPE G--2 CdcG PASEO 2:r 4° A.C. 0\/E:R ,¥' A.B. (MIN.) FINAL PAVEMENT SC:CTION TO 8£ DfilRMINED PER SOILS ENG. R-VALUE TEST NOT TO SCALE' 0£:WALK (WHERE: SHOWN ON PLAN) "AS BUILT" DATE PLANS FOR: UNTERS POINTE LOCATION: K302., , 1935" IN CONG, MON. DETAIJ..S POINT LIES 8.5' EASTERLY OF EASTERN l----+----+-----------------1----1----+---t---t ~======!==============~ 8£:R¥ LINE ON RANCHO SANTA FE: ROAD1----+----+-----------------t----t----+---t---t APPROVED ' • HAMMANN ELEVATION: 13J NORTHERLY OF ELECTRIC ;J y; Tf/-tfJIJ'/f'iil~%DLlf:l#._ 1~~'ft, ,Mj!J§ED CITY ENGINEER APPROXIMATELY 1.2 MILES NORTHERLY t-,j-:,-~-=-,,,-,e.+F'U-"1:-:-:-:---tx--,,o-:-_-::e><.J:-.-:clL'c-:'i::::--------------t----t---;-----t----i OF THE INTERSECTION OF RANCHO SANTA FE ROAD AND lA COSTA AVENUE.,__DA_T_E~_I_NI_TIA_L_. 533.39 NGVD 29 MSL ENGINEER OF WOR REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL RCE ,3306!1 EX PROJECT NO. SDP 04-13 DRAWING NO, 4~4-lA J f L ______ __;_ ___________________________ ---+ _______ _:::~""='...::::a.L_:========================================:i:----:::-::-::-::-7:":"""-:::---r.;-;-:~~~~li W.O.#2431-09 V.W.D. W.O. 206-621 BIN: ---------- I :, / l'IANNING ENGJNEERING SURVEYING REQUIRED TREATMENT CONTROL BMP TABLE T'fPE Fl.OW TIIROUGH SEPARATOR HUNSAKER & ASSOCIATES SAN DIEGO. INC 10179 Huennekell5 Street San Diego. Ca 92121 PH(858)558~500· FX(858)558·1414 DESCRIPTION QUANT/Tr COS UNIT PMSU20_ 1 :J t EA 0 20 40 ~---- SCALE 1•~20• 60 50+18.99 SD CDS UNIT MDD£1. PMSU20_ 15 P£R D£1AIL D SH££1 19 -- ,\ 2 'H-00 ~ - \ R£MDVE EX. 30" RIS£R .t ,-c:::::::::::_ _ _.,...--- 46,S7 /J' OF EX. 18" RCP PER DWG 419-6A .............. CALLE COBRE r l BEARING/DELTA ' N 55"19'36" W 2 N 55"19'36" W CENTERLINE DATA RADIUS LENGTII 1S6.SD' 7S.00' HORIZ. : VERT. : REMARKS 1 "=20'i 1 "=4' ~ PRIVATE STORM DRAIN DATA 0 BEARING/DELTA ' N J4'40'24" E 2 N ss·21•19• w WA~ P£R DWG VWD 206-621 RADIUS \\OFESSJ !\DL ~ NO. C-48670 &,.06-3 l'MI. CAUi LENGTII REMARKS 19.14' 18" RCP 1350-0 12.96' 18" RCP 1 JS0-0 ENGINEER OF WORK ~~~~ .s-/4,,/4, RONDL. MARTIN , DATE R.C.E. NO. 48670 EXP. 6/30/08 "AS BUILT" INSPECTOR 1------+----+----------------+--+---t---t ~ c,rvEN~rRINf !~~~~Ao ·, ' DESCRIPTION: BENCH MARK PR/VAT[ UTIL/1Y PLANS FOR: 1· l,/k}52., &1 ffj1" 1~Af:iN~S7,,iJJ_AMPED CALLE COBRE HUNTERS POINTE POINT LIES 8.5' EASTERLY OF £ASTERN l----+---+-----------------1----1---+--+----t ;:====================~ 8[Rlf UN[ ON RANCHO SANTA F£ ROAD1---+---+-----------------1----1---+--+----t APPROVED C AMMANN 133 NORTHERLY OF ELECTRIC _}J: , fl/tJJl!lf~'~~Dllti#._/l~~~-MJ!JffED CITY ENGINEER RC[ EX APPROX/MA TELY 1.2 MILES NORTHERLY l-oo--c-c,c-e~+-:-:--::-h--,:.-:,e,---=r,,:--c:,11.:-::r::;;;--------------t----t---t----t------i OF THE INTERSECTION OF RANCHO i::..:==:::i-:--=-'--,..:;;;o:...::._ __ .;_:_ ____________ +---+---t---t---i OWN BY•--~~1 PROJECT NO. DRAWING NO, LOCATION: 9./z.1 ;., ' 0 r DATE I SANTA FE ROAD AND lA COSTA AVENUE 1--"-DA'--T'--E~_lc..NI_TIA'--L-I DATE INITIAL DATE INITIAL CHKD BY: -6f SDP 04-13 434-lA ~£L~Ev.~:'1~7i~/O~N.~:-~5::J:J'.::.J:9~N~G~\li~D-2:9~M~S~L~-----_j~E~N~G1:N~EE~R~o~r~w~o~R'.1_ ___ R::EV.:.:,:IS:l:O:N:_:D~E=S=C:R:l:P~T~IO:N:_ ___ J_o~T~H~ER~AP~P~RO~V~A:Ll_~c1~TY~AP~P~Ro~v~A:Ll'.::Rvw=o=BY::•=E:-f/=:-=:..':========::.:====~J!1 I W.O./12431-09 BIN: v.w.o. w.o. 206-6 I I ! ! t I ' r I i I I ! I I ! t ! t ' J ! 1 ' r ' r r ! I ', ii• \ ::,:: r !;, : [t ,•, ' 11 ,, ,, 1,' ' 1 -.L ! "" t ' ! I I I f ' \! ! I i I ,, ' ' I ' • i I I ' f i t I ,. ! Ii I, Ii I' I, ,i' _JL ___ , - f I 1 ' t r !' r ' 'I : I ' I 0 20 40 ,'----- SCALE l'= 20' 60 HUNSAKER I 1·--···.J ri : L. & ASSOCIATES SAN DIEGO, INC CL INT 30+00.00= WATE"R P£R DWG VWD 208-621 CD 41+56.0B CALL£ PLATA SEE SHEET 28 CALLE PLATA I/--~-/'I ' I I COMMUNITY BUil.DiNG ·i-.. ~ 11 I \ f ~ ~; ______ _r:i Jl+OO ' [j 11 I • "' - ~ h L ___ ..:::__....!:~:j....... ___ _;=J--il-----C)-,------1 r }--_...,.....-s:--~ --1[-- ·\/--- r J .. J 32+00 ~--- ---l "' 1o . . ··""~-~= "·-:"'"-·-= ...... !. L ~ NO. C-4867 Er,p, 06-30- c II J ' 2 :, ~ ' 2 - - - ------------h ■ -------··· ·····-r··· .. -····: ::::: .. ---· ·•·•·· •·····,-·-··--··· • ·a CENTERLINE DATA BEARING/DR.TA RADIUS LE:NGTH RE:MARKS N 56'52'30" W 60.10' N _56'52'30" ~ 178.86' 18'36'18" 3~.oo' 11.04' PRIVATE SEWER DATA BEARING/DR.TA RADIUS L£NG1H RE:MARKS N 56'52'30" I 48.3:J' 8" PVC SDR 35 GR£E:N N 78'52'4-.5"] 8.95' 8" PVC SDR 35 GR££N ENGINEER OF WORK f ' ; 11 . I' ,, I II , 1 'i l I : .jlr , ' I I '-cl ' ' j. ~ :, ' , ~ . ,w.l,):' /)<a,,/;;,. RA5NO L. MARTIN R.C.E. NO. 48670 EXP, 6/30/05 DATE "AS BUILT" £/J.a/4 s/2.tfe8 DATE I I f !i REVIEWED BY: 7~~ I I PASEO PLOMO INSPECTOR ~ CITY OF CARLSBAD ~ ! I BENCH MARK I ! ',/k7f52., & 1 iJfJ" ~fSAf~N~S7,,l<5J_AMPEO PASEO PWMO FROM STA. 30+00.00 TO 32+50.00 1 ! POINT LIES 8.5' EASTERLY OF [ASTERN APPROVED . HAMMANN r!-.I f BER!tf LINE ON RANCHO SANTA FE ROAD'l---1--+--------------j---i-----f----jt--T-I :, '/, .zt;o, ! 133 NORTHERLY OF ELECTRIC " 'I i TRANSMIS';)ON LINE POLE .MARKED CITY ENGINEER RC[ 13069 EX ,a DATE , ''TL23011 AND ''TL 13825 AND f OCSCR/PTION: LOCATION: 1---4----+-----'----------+---J---jr,--,.---t--7 L..:!..J ENGINEERING DEPARTMENT ~ ~P;R;=.,v.=,,.;rr~u~T;IL=.ITY;=P~LA~N~S=f,~Q~R~: ==~=:=:='===-==~ POINTE APPROXIMATELY 1.2 MILES NORTHERLY l:""'":V~'':'"'f'./"'::,e.~ieu-1:::::::<~~-=A:~~>::-_.~=nL'::':T'"~--------+----+--::-=-t-::::=-t---;-;:;:;:-~~;:;-1 DWN BY:~--~~ PROJECT NO. DRAWING NO, 1 t,t. PLANNING 1017!1 Huemek,,. Street ' ?J.NF'iEFtN7ftJlCJ.t°oN JF c~i1JHfVENUE. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: -f5Z SDP 04-13 434-lA ; ENGINEERING San o;ego, Ca 92121 t---~---, REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: r, It SURVEYING PH(858)558-4500· fX(858)558•1414 £/.£VAT/ON: 533.39 NGVO 29 MSL ENGINEER OF WCR ,I ! t L------------------------------------------~-,---------------------~===============================-7-------------------W~-~o:j.,;i2~43itt-=-oiosi7~v].w~.or.:ww..~o~.}2Q06[-j6~:· ii Bl N: , , r-l-.11!1liimii, : :i ) ' '' • i, \. ► ' '' I , 'I ,, ' i ' ' '' ·----'-· - 20 0 20 SCALE 1'=20' PIANNING ENGINEERING SURVEYING 40 60 HUNSAKER & ASSOCIATES SAN DIEGO. INC 10179 Huennekem Street San Die&o. ca 92121 PH(U58)55B·4500· FX(858)55B·1414 WATER PER DWG \11¥0 206-621 ..., ~ ~! ~ Rl ,..,: It) ""'' ++ ~~ J.., • 0, - { J I 2 J4+78.92 J \ I \ \ ' \ 6" PVT. SEWER LA7E~L PER IIWO S-4 \ ' \ CENTERLINE DATA BEARING/DELTA RADIUS LENGTH 61}'24'44" J4.00' 41.1/J' N J5"06'JO" E 141.7J' J7'16'06" 180.00' 117.08' HORIZ. : VERT. : ' REMARKS SCALE 1 "c,20 111 ==4' \ CD I \ • ' --~ . .-\ \ -, \-\ i 8 L-c.---· 0..-• Jl PRIVATE SEWER DATA I \ ' \ JO' WAlrR EASEMENT TO VALL£CITOS WAJER D!$TIRCT PER OOC. N0.200<:.-0v'!!>c:-e,1'1 REC. o:>'1/1:3: /ex. ,_ -r, ·~·· ~-~... ":-~. . .: ·. ·. -~------@-- ...... - .J J4+00 PASEO PLOMO ,,-· ... -rd--~-d,~----~-----~---- 1..----'-4 ---+---,_ -------- 0 BEARING/DELTA I N 78"52'45" W 2 N 57'06'45" E J N J5"06'JO" E 4 J2"14'J2" RADIUS LENGTH 12.0J' 20.98' 141.lJ' 200.00" 112.55' REMARKS 8" PVC SDR S5 GREEN 8" PVC SOR S5 GREEN 8" PVC SDR S5 GREEN 8" PVC SDR S5 GREEN ' ' PRIVATE STORM DRAIN DATA ' ' ' 0 BEARING/DELTA I 16'08'41" 2 N 75'25'48" W 11-0fESSIO. !:1\\D L (,; ~~ "' NO. C-48670 ~ £xp. 06-30-llB C1\'1I. 0f CAll~'J RADIUS 180.00' LENGTH REMARKS 50,72' 18" RCP IJ50 0 11.27' 18" RCP I J50-0 ENGINEER OF WORK 2~J,J,! 4~· (S'/:,;/4~ :ZOND L MARTIN ~ 'DATE R.C.E. NO. 4B670 EXP. 6/30/06 "AS BUILT" J<l';t-~__....,r-~W Jtisi~ DATE REVIEWED BY: l=-/.~~~~~~~-~~F------03/11 1 INSPECTOR DATE ' -I '' ' ' ' ' : : I ' I: l '· I ''' '; '-..1...~_, __ _ ' I ' ' I I~-~ CITY OF CARLSBAD fSHmsl :! t---t---t-----------------l----l----1---J........-_J ~lE_J;:;~2:;;:~~~~EN~G~IN::::E=,E~R/::NG:::::::D:::E::PA:::R:::TM::E::N::T==::'...':~==3==: 11 ,1, PRIVATE UTILITY Pt.ANS FOR: 0 oEScRJPTJoN,E{~'f.Cift.x.JvJ~IJ~sc STAMPED HUNTERS POINTE f j'.i ij i '1<302., 1935" IN CONG. MON. POINT LIES 8.5' EASTERLY OF EASTERN c.cP=;A~S~EO~PW~M~O':=F==R~O=M~ST~A.=3::::2=+=50::::.00:::T0::=3:=5=:+5=0=.00=========! ~ ~ BER/I LINE ON RANCHO SANTA FF ROADt---t--t-----------------+--+--1----l----lrAPPROVED "MMANN (,J 133 NORTHERLY OF ELECTRIC " ·1 I W 'o/illf5!flf~l~~1}1/jf /'3g~§-¾AffffED :ift.1/6 < ' ~ APPROXIMATELY ,'.~ MILES NORTHERLY EX ,a rDATE '! OF THE INTERSECTION OF RANCHO f-~~r;;;;~-f"'l-,:::1>¢~-tiu=tc.:'"=':t"'--· _:__ _______ J---J---1---1----1 SANTA F€ ROAD AND lA COSTA AVENUE. DATE IHITIAl DATE IHITIAl DATE INITIAl DWN BY:--~~ PROJECT NO. DRAWING NO, LOCATION: i I EL£VAT/ON: 533.39 NGVD 29 MSL 0---'=---'-==-i REVISION DESCRIPTION CHKD BY: fi"<1 SDP 04-13 434-lA I ! .. ____________________________________ ...:_ ____________________________________________________________ .:========================EN:G:l:N:EE:R::O:F:W=D=R====================~=D:T:H:E:R:AP::P:R:DV:AL::~:C:IT:Y:A:P:P:R:O:VA:l~~R=VW=D=BY=:=~,.,=✓==~~~~;;~;~;;;:;;~;;~U i ·'-,1·-, -----, ---W.0.#2431-0i V.W.D. w.o. 206-6 1 'I '' 1-BIN: ----11'' IIIII■: :. ; i' 'I '1' 1· I II■ "'" ! / 'I ' I ,, ' I I ' I 20 0 HUNSAKER & ASSOCIATES SAN DIEGO. INC PlANNJNG 1017! Huennekem Street ENGINEERING S,n o;ego, C. 92121 SURVEYING PH(858)558-4500· FX(858)558-1414 20 ____ 40 SCALE 1•~20• WA/ER PER DWG VWD 206-621 60 PASEO PLOMO DESCRIPTION: LOCATION: ELEVATION: CD HORIZ. : VERT. : CENTERLINE DATA l J BEARING/DaTA RADIUS LENGTH REMARKS , 5Tt3'2.f• 180.00• 179.77" 2 N 59•23'oa• w ao.oo· 3 1719'09• 100.00· 30.23' I PRIVATE SEWER DATA ( } BEARING/DaTA RADIUS LENGTH REMARKS , 2'36'15" 200.00· 9.09" 8• PVC SDR 35 GREEN 2 -49·53•1s· 200.00' 17.f.1.f' s• PVC SDR 35 GREEN 3 N 59·23•00• W 78.76" s• PVC SDR 35 GREEN 4 15·20•19• 120.00• 32.12" s• PVC SDR 35 GREEN+ + USE 9' OR 10' PIPE LENGTHS PRIVATE STORM DRAIN DATA 0 BEARING/DaTA RADIUS , 41'36'32• 180.00' 2 14·20'2s· 180.00' 3 N 59•23•00• w 4 N 59•23•00· w 5 1719'09• 100.00' • SEE PROFILE FOR WA /ER TIGHT JOINTS ~~OfESSto ~L '"' NO. C-48670 &.p. 05-30-08 CNft. Of CA\$ LENGTH REMARKS 130.72' 1s• RCP 1350-D• 45.05' 2.f• RCP 1350-D 56.26' 24• RCP 1350-D 19.74' 24• RCP 1350-D 30.23' 2.f" RCP 1350-D ENGINEER Of' WORK ~~~.d;; ? ND L. MARTIN R.C.E. NO. 4867D EXP. 6/30/05 "AS BUILT" o0 REVIEWED BY: 7....:. ,,c;:_ INSPECTOR SCALES 1"=20· 111 =41 I j I l , I ' l l l l ' I j I l I l l , ~ j DATE , l-----+---+----------------t--,----t----t---------t---1~L...C_IT_Y---'E"-'NG=~=r=ER=IN-=-~...c.~=E~'-"A~""'T~=E'-"'~'--A-D___,~ BENCH MARK 1.1,.s.c. & G.X. BRASS DISC STAMPED '1<302., 1935" IN CONG. MON. POINT LIES 8.5' EASTERLY OF EASTERN l-----l----l------------+------+----+---+---+----- 8ER¥ LINE ON RANCHO SANTA FE ROADt----+----!------------+-------11----1-----+---t--------i 133 NORTHERLY OF ELECTRIC f{ANSMIS:jlON Ltf;J[ POLE .MARKED Aift8J1LA f!I._I? , -~' ifttts ~~iTHERLY 1-=-,...,"'....,...+----,-+.--~,-,-_-e:.1-,,..."',--'c-:r,--------+-----t----+----1-----t---t ~Nf1iEFf7ltitCJh°rf J.Fc~iJfHfVENUE oArE I---~----< 533.39 NGVD 29 MSL REVISION DESCRIPTI N DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PRIVATE UTILITY Pl.ANS FOR: HUNTERS POINTE PASBO Pl.OMO FROM STA. 3S+50.00 TO 38+50.00 OWN BY=--~~ CHKD BY:~ RVWD BY:~ PROJECT NO, SDP 04-13 DR~WING NO. 434-lA f i l d ' , I .. ; , . ' I , , ! I ! ! i I I 1, ' I ! ' ' i ~~!~-'. I t i [ '-----------------------------------------------------------------------------------------------1-------------------~w~.o~.~l/2~4~31~-~0~9-i-:-V~.w:-:-.o=-.-w~.'::'o-. -::-20::-:6:-_-:6~ ' I '1 BIN: . I ' T-------i, 1■1111111.;:: ,. 'I ! , ) ' I I I ' ' ' ! ' ; ' I I I I I ,' 1' ' ' PLANNING ENGINEERING SURVE'r1NG 20 0 20 40 60 ~----1----1 ___ ~\ HUNSAKER & ASSOCIATES SAN [)llGO, l~C. 10179 Huemekens St.reel: San Diego, Ca 92121 PH(BSB)558-4500· f)((B58)558·1414 SCALE 1'= 20' WA/£R P[R DWG \IWD 206-621 39+00 -L-- J-1 ----- l -+- s "2 CD 40+00 Ir 71 ' " L__ -7 PASEO 41+00 JO' WA 7£R EAS[MtrNT TO VALLtre/TOS WA/£R DISTJRCT PE:R DOC. NO. u,o.c,-a.'6&~1-, R[C. <>'11/-+k>c, I _, 42+00 7 l .. _:_:_:_ --- --__ : : ~ : ... -----.' .. .. ---------------1 .. . ------- ---- ---··: ·--• · ••-. ft)RMJfJRA/N PRI t£flfii.r,_(1 ,_ ,,5'jv,_·i')wl'i·•l·17,l'jf,"'c ... ,fc .. ,,',t. =f='±_=_. f.=f=Ff=lr' ----1--- PROFILE SCALES HORIZ. : VERT. : CENTERLINE DATA < l BEARING/DELTA RADIUS L£NGTH REMARKS I 6J'55'51· 100.00' 111.58' 2 N 21·52•00• tr 80.50' J N 21·52•00• tr 66.80' 4 9·01·00· 500.00' 78.69' 5 N 12·51•00• [ 12.4J' PRIVATE SEWER DATA ; ( '> BEARING/DELTA RADIUS L£NGTH REMARKS I 11·411•211· 120.00' 24.7J' 8• P.C SDR• JS GRtr[N+ 120.00' 74.71' J N 2 rs2'00• tr 105.96' 11• P.C SDR J:S GR[[N 4 N 21·s2•00• [ 61.80' 11• P.C SDR J5 GR[EN s 9·01 ·oo· 494.00' 77.74' 8" P.C SOR J5 GREIN 6 N 12·51•00• tr 12.4J' 8• P.C SOR J5 GREIN + US[ 9' OR IO' PIPtr LENGTHS PRIVATE STORM DRAIN DATA 0 BEARING/DELTA 1 5y55•51• 2 N 2rs2·00· tr .J N 21·52•00• tr 4 N 21·52'00• tr 5 N 21·52'00• tr 1J s·o1 ·oo· 7 N 12·51'00• [ 8 N 7J'l2'25" [ a N 5s·os·oo· w 10 N 66"08'0()' II 11 N 68°08'00' It' ' RADIUS 100.00' 500.00' LENGTH RD.IARKS 111.58' 24• RCP IJ50-0 JB.-,5' 24" RCP IJ50-0 54.09' .15• RCP I J50-0 41.95' 35• RCP I J50-0 0.82' 35• RCP I J50-0 78.69' JI/• RCP IJS0-0 12.4.J' JI/" RCP IJS0-0 18' RCP IJ50-0 11.25' 18' RCP IJ50-0 17.0J' ta• RGP 1J50-0 11.25' 18" RCP IJ50-0 ENGINEER Of' WORK R~OND L. MARTIN R.C.E. NO. 48670 EXP. IS/30/011 REVIEWED BY: 7,.: /2: .. ~, INSPECTOR , I PATE, I PLOMO 1-----+----+--------------+---t---t---t--.. ~ c,rvEN~rRIN~~~~~~Ao SHEETS D[SCRIPTION: LOCATION: fl.EVAT/ON: BENCH MARK 1,1.s.c. & G.X. BRASS DISC STAMPED KJ02., 1935" IN CONG. MON. POINT LIES 8.5' EASTERLY OP-EASTERN ~5111 J/;~fH~~LP,fjfH!l_E7fi-~M FE ROAD1----+----!-----------------1---,r-----i--~-i------i TRANSMIS~ION LINE POLE .MARKED 'Tl.23011 AND 'Tl.13825 AND APPROXIMATE.LY 1.2 MILES NORTHERLY =!1~/a, rQ.J-1 IAl>.A;!>,-e>1. .. ut..r"' OF THE INTERSECTION OF RANCHO· , ......: .-o=,:__:==:..-----------+---+---IJ---+---,,~ SANTA FE ROAD AND LA COSTA AVENUE DATE ,.,_ INITIAL DATE INITIAL DATE INITIAL 5JJ.Jg NGVD 29 MSL ENGINEER or woR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 33 ~===--================:::::::::::::===='....'.::::==1 PRIVATE UTILITY PLANS FOR; HUNTERS POINTE PASEO PLOMO FROM STA 38+50.00 TO 42+00.00 APPROVED ff.NJA~l-HAMMANN /. /. /J \/, o/?J 4~ c1TY ENGINEER RC£ 3JD69 ex~ "/ """' 1cATE OWN BY:--~~ CHKD BY:--/#-- RVWD BY: V - PROJECT NO. SDP 04-13 DRAWING NO. 434-lA i I 'J I I '---------------------------------------------------------------,-------------------------------:-:;~:;-:-;-;~-r,::-:-;;-;,;--:-:;~~~ W.O.#2431-09 IV.W.D. W.0. 206-21 BIN: ,, ~ -1111111111111;; " :1 : • ,i : ) , ,. I-- ' 20 0 20 40 ----- SCALE I'• 20' WAIE"R PcR DWG VWD 206-621 60 PL\NNINC ENCINEERJNG SURVEYINC HUNSAKER 0 0 & ASSOCIATES SAN DIECO, IMC. 10179 Huemeken, Stleet Son Die&o, Ca 92121 fH{658)558-4500· FX(fJ5B)SStM414 ---------------- ----- JO' WA IE"R £AScM£NT TO VALLeC/105 WA IE"R DIST/RC[ PH? DOC. NO. 2f?7--0:.5'.t>l'l Rt:C. °" /1-V«r ' PASEO PLOMO ---------------- -- BENCH MARK DESCRIPTION: LOCATION: £1£:VAT/ON: ... - HORIZ. : 1 ":20' VERT. : 1 "=41 CENTERUNE DATA r 1 BEARING/D£LTA RADIUS LENGTH REMARKS ' N 12•51·00· £ . 218.27' 2 45·54·00· 100.00' , 80.tt' J N 58"45'oo• £ • 10.00' 4 2J·50·55• 100.00' 41 .62' PRIVATE SEWER DATA { l BEARING/DELTA RADIUS LENGTH REMARKS I N 12·51·00· £ • 22.J4' 8" PVC SDR JS GRt:£N 2 N 12·s,·oo· £ I 216.52' 8" PVC SDR JS GRt:£N J JS"58'JS" 120.00" 7S.J5' 8" PVC SDR JS GRCE:N+ 4 18't7'J8" 120.00' J8.Jt' a• PVC SDR JS GRrrN+ s + U E 9 ' OR 1 O' PIP£ LE:NGTHS I PRIVATE STORM DRAIN DATA C) BEARING/DELTA RADIUS LENGTH REMARKS , N 12"5I ·oo• c 58.07' J6" RCP t J50-D 2 N 12·51·00• c 150.00' J6" RCP t J50-D J N 12·51·00• E 2.20' J6" RCP 1 J50-D 4 45•54·00· 100.00· 80. ,,. J6" RCP 1J50-D 5 N 58"45'00" c 10.00' J6• RCP 1J5D-D 6 2J·50·55• 100.00· 41.62' J6• RCP 1J50-D 7 N 1ro9·00· w t 1.27' 18• RCP tJ50-D ENGINEER OF WORK ~oY~a,~; sA//4, RONOL.iiARTIN 1 6ATE ~'i'.llfESSIO,i,,~ $:" ~\\O L '4J ~ &'41 ~~ 11! NO. C--48670 $ &p. 06-30-0S CM\. ~------Of CALii R.C.E. NO. 48670 EXP, 6/30/08 REVIEWED BY: ✓~-h:r«~ INSPECTOR ~ CITY OF CARLSBAD ~ 1---+---+--------~---------l-----l---+----++-----i~'---=EN~G=IN~E=ER=l~NG~D=EP~A=R~TM=E=N~T _ __,~ PRIVATE UTILITY PIANS FOR: lIUNTERS POINTE PASEO PLOMO FROM STA. 42+00.00 TO 45+50.00 , I I I I I ! I l I I t f I J I ' I f I I ! '---------,-----------------------------------------------------------+---------=,,.....,.,.,..,,.....,.,,,.,....,,.'!"':I ,. W.0.#2431-09 V. W.0. W.0. 206-621 BIN: ! '.. •11111m111• ·. 11 1 i ............ ······ ···•·· ..... . .... - Ji~i~ ----..... ·•···· ...... ·-···· ..... . ...... ...... ····•· -----------··•-·· ·--.. 20 PLANNING ENQNEERINC SURVEYING -~." -. --.-------- ·. I WA/r-R PER DWG VWD 206-621 2;;..0 ___ _c40 SCALE 1•~ 20' 60 J l ... - . .. , ...... .. . ., ........ . ... ····---- ··· ····--.. . . ····---- ___ ------- cptf ---- ------------------------....... -------------_---, ••·• •••·•-•·•••• •·•••• ••-• • •••••-·••••• ••·••• I ----1 -- ----· -_:::-:-:i. j::ct. ~"i~• .OOJl••· ... ·····································r··· r~=f==E·------------------------------------------,-- •• ••••••••••••••••••••••••••••••••••• •4•··"' -----··· ---------------------------- ------ ---------·-·t: . :::.:r: ........ (. --!-"'C.-+----+·-----1-_-_••_••·+-···· ••••••• -----•••••••••••••• f ----------------------------------------..... : ::::~-::::.:t .. -- --------··· ------------------------:: :1= ===========~-=;-·-+ .. _: .. -,· ------ ---------- .. ,. . - == ··r· ::: ,-.... ,. .... . . . . . ,. .... . . . .. ,. ····· -----,---. -+--+-f----1----1---+---1---+-f-----!- 46+64.IJ 6• pvr, S&cR LA/r-RAL Pf:R VWO S-4 CD I I I I I_ I I JO' WA lr-R E:Ai(McNT TO VALL£C/TOS WA ~R DIST/RCT PER ~ NO. ~-OUSye.11 R£C.Cl'I 4/oG., • <:> ., --II -.I ~~ II ~ 8i ; ~QI c::, ~~ . ! g i ~ ~ LO i § _------i------------- - ------4...----~-------- BEARING DEi. TA RADIUS 1 JJ'J5'05• 100.00' 2 N 1·19'00• £ J N 1·19•00· £ 4 N 1·19•00· c \ \ \ ____ ..,. L£NGTII R£MARKS BEARING DE:LTA RADIUS L£NGTII R£MARKS 58.62' 1 25·,is•54• ,12/J.OO' 54.07' s• PVC SDR J5 GR££N+ - 187.50' 2 N 1•19•00• £ 181.50' a• PVC SDR J5 GR££N 64.00" + l/5£ 9' OR 10' PIP£ LcNG\"HS l 11.50' PRIVATE STORM DRAIN DATA VWD 03-017 PER DWG 368-2C SAN EWO ROAD I \ I \ I \ I I \ \ .-J \ \ I \ \ \ I \ I I I I 0 , 2 J 4 5 6 1 8 .... \' I I I I I \ I ' :4 \ BEARING DEi. TA ;r43•79• 26"12'48" N 1·19'00• 1; N 1·19'00• /; N 88"4I '00• W N -15•22•59• W N O"t8'J7• 1; N 811·,,i ·oo• w R TIG T JOINTS I I I , r ~ ,_~1- ------'l ®"ti-r I ! • I I I \ L....-l----r1 I I \ 1 \ ! I I i /US L£NGTII RcMARKS 100.00• 6.50' J6• RCP 1 J5(1-I) , 99.95' '15.lJ' J6" RCP I J5/J-D 21J.5J' J6" RCP I J50-D 18.91' J6" RCP IJ50-0•• 11.25' 111• RCP IJ50-D 41.22' 111• RCP IJ50-D 2/J.811' rs• RCP 1J50-0 11.25' 1s• RCP 1J50-D,. ENGINEER Of' WORK I '· I I 0 I I ,I \ I 1· 1 \ --+------- ----------------11-------------~ ( ,!!_ SUBDMSION \ I I I I i ,&1Y/J,4.~· s--A/4~ R OND L MARTIN ~ DATE R.C.E, NO. 48670 EXP. 6/30/011 "AS BUILT" ) HUNSAKER & ASSOCIATES SAN DIECO. lNC 10179 Hucnnckcm Street San Diego, Ca 92121 PH{858)558-4500· FX{858)558·1414 BOUNDARY REJAIN/NG WALL Pt:R DWG. NO. 429-7C PASEO PLOMO • ;;- >-I II i!i ~ 8 1;;..s "i -"' -... ... cj~ -- Dt:SCRIPTION: LOCATION: ;.. :i: .'!, >- ~~ I II u,_ II l!s "'<>-"' 8 ": "l d, -~~ i;;<:i g _., ...... ~ ... i!; ~ g1:; <3~ - 8 :::? 't ~ 't ~ i SAN EWO ROAD PER DWG 392-9 VWD 03-017 I I ~u CM\. REVIEWED BY: OFCAU.~ ~-~:;,:;~~,,._':-~/2:,_:!:l,...<!!'!,.'7-~-~-~,/4z&,.1 INSPECTOR DATE 1------1------+--------------l------l-----1----+---I~ c ,rvEN~rRINf !~~~~Ao 1------1-----+----------------+---+---+----I--~ PRIVATE UTILITY PU.NS FOR: I £{~1'/.~ft.x.J:J~[f~sc STAMPED HUNTERS POINTE j K302., 1935 IN CONG. MON. 1------l~----+--------------------+---+----1----1----1 PASEO PLOMO FROM STA. 45+50.00 TO 49+31.B1 f POINT LIES 8.5' EASTERLY OF EASTERN B£Rlf LIN£ ON RANCHO SANTA FF ROADt---+-------+-----------------1----!c---+--t---l APPROVED 1.JJ NORTHERLY OF ELECTRIC ..JJ..:t....i.._~.....,~~~;::=:___~~Y--_jl\~/2~2~{/_./t>~((_:~ f1,-'tff/j/yfi1~%DLltlfi l~~~~·MJ!JffED CITY ENGINEER RCE 33069 EX IJ ' 7 DATE OF THE INTERSECTION OF RANCHO DWN BY:----PROJECT NO. DRAWING NO. ... I : _,_' _ ___'...,.-' APPROXIMATELY 1.2 MILES NORTHERLY 1------1-----+~bo---~-,L..:-:r'------------+---+---+---l-----1 f SANTA Fe ROAD AND u. cosrA AVENUE ,___.=-c.__,"""=-' DATE 1NmAL DATE 1N1r1AL cHKo av, ..& SDP 04_ 13 434 _ 1A La:'.:ru_::"1:_:n::10:,:N·:_· _::_53:'.:J:'.:.:'.:39:..:N::c:_:v1::_v...:2:'.9:..:M'.:'.s:'.:.L ______ l.::::'.'.'..:='.'...'.'.'...:::.'.L ___ R __ E::_V __ 1_:s_1o __ N_D::.E::.S::.C.:.._RI __ P_r_1o __ N ____ ~o~rn~r:_R :,A:PP::R:::ov'.:A:.L .1..:c:,r:_:v.:_A:P::PR::'.o:vA::L_r::R::::vw::o:::::av::, =6/===~=======::!.====::!.J. 1 I V. W.D. W.O. 206-6 1 ;; I W.O,#2451-09 BIN: -------. " . Jjm[lmllll~ ' 11. 1 • • 20 0 2_0 _____ 40 SCALE 1•~ 20' 60 [] I I I i I I I HUNSAKER & ASSOCIATES MJ\NNINCi 10179 Huennekens Street ENGINEERINC San Diego, Ca 921l1 SURVEYING l'H(BSB)SSU-1500· FX(8SU)55U·1414 l----- DRIVEWAY I ,. ... ~ f..' - l ~ 9 I . p J~ l~f~ r i ~ I i ~~ t ~- i3~~-i~ --- . ' . . ·· .... . ' .. PASEO P E lO T 26 BENCH MARK DESCRIPTION: IJ..S.C. & G.X .• BRASS DISC STAMPED KJ02,, 1935 IN CONC. MON. SUBDIVISION BOUNDARY CL /Nr .f.8+60. ,2~ 21+13.00 DRIVEWAY •H• I 1+07.00= 47+96.12 DR/11!:WAY "J• '41+49.021 MH NO 15 175+95.141 WATfn' PoR DWG VWD 206-621 REQUIRED TREATMENT CONTROL BMP TABLE TYP£ DESCRIPTION QUANTITY FLOW THROUGH S£PARATOR CDS UN/r PMSU30 2() I~ PRIVATE SEWER DATA ( ) BtAR/NG/DE:L TA RADIUS LENGTH R£/,IARKS I 14 ,:t,." S6' 14• lJ 114.e,$' s• P\l'C SOR 35 GRITN ' PRIVATE STORM DRAIN DATA C) BtARING/DELTA RADIUS l£NGTH R£MARKS I 81"33'18" 22.5(}' 32.0J' 36" RCP 1350-D••~ 2 N 88"4()'55• W 4J.li4' 36• RCP 135()-0,. J N 88"41 'oo• w 11.25' 36• RCP 1350-0•• HORIZ. : VERT. 1 "=20'· 1 "=4' •• WA7ER TIGHr JOINTS -BEY£1. PIP£ 4' LoNGTHS BML BOTH S10£5 \ltESSIQ !;1\\ll L ~.1.: <ii ~ ~ "' ~ NO. C-4Bti70 \ll up. 06-30-09 CM\. OFCA\j ENGINEER OF WORK -~:r::~ ~/4~1E~ R.C.E. NO. 48670 EXP. B/30/08 REVIEWED BY: "AS_ !3UJJ-T" #~ r/4;4 DATE --z;;r::: .... ~ '/"~' . ~ INSPECTOR V DATE ! fl' 1-----1---1f------_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_ -_ l--1 '"-·_~_ "'_ ,:;-.. _ ·_f1-:::_ -_ -_-_ -_r¼--_ -_ -_ -_ -_ T+ -_ -_ -_ -_ -_ 1_;:===~;:::::::=:============:~::::=:::1, l---+----il-------------1---+-----1--l----l ~ CITY OF CARLSBAD ~ I ~ ENGINEERING DEPARTMENT ~ l----+---+----------------+---+---+---1----t PR/VAT£ UTIUTr' PLANS FOR: HUNTERS POINTE SEWER AND STORM LINES LOCATION: POINT LIES 8.5' EASTERLY OF EASTfRN f5§11 fi6~J-H~~LfAJf!ift_if!/-~~ FE ROAD1---+---+-----------------I----I---I---+--~ fll(1NSMISiilON Ul;JE POL£ MARKED I=~~='~~~ APP A'tft8!aLAff& ?~1ifili; ~~~THERLY OF TH£ INTERSECTION OF RANCHO o;;:. ,e. bO-OUIL.T' SANTA FE ROAD AND LA COSTA AVENUE 1--:::DA::,;T_::E_Jc,:lc:,N:,:.ITl::;A=.L ~ ELEVATION: 533.39 NGVD 29 MSL REVISION DESCRIPTION DATE INITIAL ENGINEER or WOR OTHER APPROVAL DATE INITIAL OWN BY:--=:- CHKD BY: CITY APPROVAL RVWD BY: EX PROJECT NO. SDP 04•13 W.O,#2431-09 BIN: DRAWING NO. 434•1A V. W.O. W.O. 206-6 1 • ' \ \ SUBDIVISION BOUNDARY I' I ! // 11 // II ii ! 11 ,I I l. ----- ' \ 20 0 20 40 60 \ SCALE 1 •; 20' HUNSAKER & ASSOCIATES SAN DIECO, INC. PLANNING 10179 HuerviekerJS Street WA1ER PER DWG lmD 206-621 SEE SHEET 30 DRIVEWAY "E" ~J \ '! I~ i\ 8 1" • j,,I ).. ).. ~ s: &l lo II~ f.l 'c:, (,) "' :ii :g ~ _,. .. a, I ~ ~~ ~ :li ~a; "'C i-i-~'f ~ ~ cj~ -c:, ~.; ., ... L PROFILE HORIZ. : VERT. : CENTERUNE DATA f) 81;/\RING/DE!. rA RADIUS LENC,T'H REMARKS JO' WA 1ER EASEMENr TO VALLEC/TOS WA 1ER D/SrlRCr PER D()C. NO. =-a:.~1"1 REC. CP./14/ob ----·· r • 1 2 J N 50'46'00" E 64,00' 5 6'00· 100.00· 10,06' 1·so·oo· 100.00· J.20' 4J"1o'oo• E 70.JO' ! ------ \ I \ I -+-1 4z+ao CD ---- - 4 ["' 1 \ \ J I ~~ ~\- . "' - CJ) COMMUNITY f3iJflJ)ING -- \ \_ 6/+J0.84 AVENIDA SEREJ{A MOD TYPE 8-5 CO, Y-4 \,,......../' 4 5 6 7 8 g N N 43°10'00" E 7 19'00" N Js·s1 ·oo· E I• ·47'00• N 21"04'00" E PRIVATE STORM DRAIN DATA 0 BEARING DELTA RAO/US LENGTH REMARKS 1 N of-J"IO'OO" E 46.17' 18" RCP 1350-D 2 N -f-J"HJ'oo· E 14.00' 18" RCP 1350-D• J 7°19'00" 100.00· 12.77' 18" RCP 1350-D• 4 N 35·51 'oo· E 122.70' 18" RCP I 350-D• 5 5"05'28" 50.07' 4.45' 18" RCP I 350-D• 6 5"06'01· 50.00' 4.of-5' 2-f-" RCP 1350-D 7 N 21"04'00" E 12,00' 24" RCP 1350-D 8 N 45·50'00• w 14.70' 18" RCP 1350-D g N 1o·os·11• w 16.48' 18" RCP 1350-D • SEE PROFILE FOR WA 1ER rlGHT JOINTS 2.20' 100.00' 12.77' 122.70' 50.00' 12.90' 10.00' I ENGINEER Of' WORK EXP, S/30/05 "AS BUILT" /~ ~~ DAT! REVIEWED BY: ~~T~ INSPECTOR CALLE PLATA i------+---+-------------l-----1---1---1-----1~ CITYEN£~RIN~!~h~~AD ~ .-------=-=-------___.: _____ _Jl----_-_-_---11-_-_-_-_i-:_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-:-_-_-_-_-_-_-_-+t-_-_-_-_-_1r_-_-_-_1r_-_-_-_1-_-_-_-_i l~P:::R==IVA::::T;E::'.,.'UT:;IL::::ITY;=P;lA=='N~S=F'~O~R=: =======:::....'.====~ BENCH MARK ~~'!-Of£SS!O~ DESCRIPTION: 1,1,S,C. & G.X. BRASS DISC STAMPED ~,~1:,1\DL"ti;j~ K302,, 1935" IN CONG. MON. /ff~ ~~ LOCArlON: POINT LIES 8.5' EASTERLY OF EASTERN CALLEPLATA Af/ NO. C-48670 SJ f511/ Jt¼~H~~L fA/jf11fiElfl-%~ FE ROADt---+------+-------------------l---~---1----+---~ APPROVED Y\MMANN /4 Exp. 06•30•08 f£/fJ'f/;ff~1~%Du~ /Jl/fs·MJ!JffED l,c,!;1T~Yl"..E:,.,N~G..<!1N""E~ER.dc..Rc~En'e3~3~0~69~-~-~~-.5" 3,Lti_fc CM\. APPROXIMATELY 1.2 MILES NORTHERLY <>?. 1~ <>o ~• ~ ,o-e:,uu_,-EX OF THE INTERSECTION OF RANCHO -' WN 0;< •\~ SANTA FE ROAD AND LA COSTA AVENUE DAT[ INITIAL DATE INITIAL DATE INITIAL D av: __ rU._~-1 PROJECT NO. DRAWING NO. HUNTERS POINTE f I ! I l ! I I I I I I ~ r CA.., ELEVATION: 53.J,39 NGVD 29 MSL ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~~ :~;-q SDP 04-13 434-lA !l l I ,__ _____________________________________________ ___:=-~-.....:::-!,__-=============::::===:::::============================;::=====-JI I ENGINEERING Sin Diego, C.. 92121 SURVEYING PH(8SB)SSB4500· FX(BSB)SSB·1414 J,_ __ l_,1--~~~. _ --:·~-#2431-09 V.W,O. w.o. 206-62~ ! --------~-'-cil • ~ , , llllllmltl• -'I i ' J" -·1.-'----'------ WA7E"R PE:R DWG 1-11'D 206-621 20 0 2_0 _____ 40 60 SCALE 1•~ 20' HUNSAKER & ASSOCIATES SAN DIEGO. INC PIANNING 10179 HUl!nnekens Street I i I I I I ' L ___ -' ~ .. -------,--{I)------ CD ~i ~g ~i ! .. .. :;i~ ----1 ~~ 'O -I 1-~§ __,_ r I (J<o .. .... I ..•. , ..... I J \ .. J ' □ .. :l PROFILE HORIZ. : VERT. : 62+00 1 "c:20' 1 "=4' I I i f ' i -' • I ... :I!. g I CD .... ..-- tll ~ oi --' ~ i § -' I f;,l ' ' .. . I C .... r I ' ' I ' ·r .......... .... □ l I I I I ' ' ....... r ~~~f~ol · ·-· · 1 FOR STORM DIWlf ----J I I 11 6~1-- : 62+51.65 ! MOD TYPE: 8-5 CO, Y=4 -.............. j I CD i -- n I ' tJ'-........................... I CENTERUNE DATt • I l BtARING/DaTA. RADIUS L£NGTH R£MARKS , N 68"56'00" W ' 122.00' . 2 N 68"66'00• W ' IJ-f..00' . PRIVATE STORM DRAIN DATA 0 B£AR/NG/DaTA T RADIUS LENGTH RE:MARKS I N 68'56'00" W ! 95.01' 24" RCP ,J50-D 2 N 4J"05 '02• E: 1.91' 24" RCP 1350 D~ J 49•45•53• 22.50' 19.54' 24" RCP ,350 D~ 4 N 8r09'04" W 11,88' 24• RCP ,Jso o~ ~ BEYE:I. PIPE: 4' LE:NGTHS BEYE:I. BOTH S1D£5 ENGINEER Of' WORK ~~~~~ ~ DATE R.C.E, NO. 48670 EXP. 6/30/08 "AS BUILT" [£SSIO,t,t ~\lllL~~~ ~~ NO.C-48670 $ UJJ. 06·30-0B si~0a CM\. f CAU'i REVIEWED BV: -?:4- OATE EXP. o<.-l!>OIC>l!> r • 1-, I t---t---t-------------+--il---il---i---113TI CITYEN~~RIN~~~~~~AD ~ i ~~~'.,.';:::::::;:=.;=~~~=======---==~ I INSPECTOR BENCH MARK PRIVATE: UTILITY PLANS F"OR: f ·::, ,::•.'. D£SCRIPllON: IJ..S .. C. & G .. X. BRASS DISC STAMP[D HUNTERS POINTE ' "1<302., 1935" IN CONC. MON. LOCAOON: POINT LIES 8.5' EASTERLY OF EASTERN ~=====t====t===============================j=====j====Jt====t====-i~VENID~~A~S~EREN~~A~==============d ! B[Rltf LINE ON RANCHO SANTA F"E ROAD ' 133 NORn-!ERLY OF ELECTRIC APPROVED Zi.NJ'D f/ HAMMANN L Ii r~tfJ!tlr~1~~Du~,r5~'!!,·M~!Jff[D Br: *' -~~Je_, APPROXIMATELY 1.2 MILES NORTHERLY Clfv ENGINEER RCE 33069 E•P 6/JQ,/(,lt ' 'oATE 1 • ' I • -"Tu I ~~~l~~-_i '..,..,....------ OF THE INTERSECTION OF RANCHO f~';:;;''-="t';:;;';;;'-f:>:A::o~ .. ,-...cO=Jg_;!::!.:r ___________ ....J-__ ....J-__ J--_ _j..._--1 i, SANTA FE ROAD AND LA COSTA AVENUE. DATE INITIAL DWN BY: __ ,_,..,,_ PROJECT NO. DRAWING NO. 1-=--=--'--===-i DATE INITIAL DATE INITIAL CHKD BY: --,1.-,,C..,._-W -1,-.. ~-~======:---_-_-_-_--------------------------------7------------------------------~-----=El..£V,=:'\:T,:/O:N:: ==5=33: .. :39::::N:G:\,1:D:2:9::::M:S:L=======E=N=Cl:NE:ER=O=F=W=O=R::===R=E=V=l=S=IO:N==D=ES:C:::R:IP:T::IO:N::::===~O=TH:E:R:A:PP:R~OV:A:L~C=ITY~A=P=PR:O:VA:L:!~R~VW~D~BY~:-~~~~~:;§S;D~P~0~4~-1~3~=~~4~3~4~-~1A§~~I: ! -I w.,.,,rn -09 V. w.o. w.o. 206-62 . I BIN: .. " 1 ; ! ~ 1111111111• 1 ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)55Jl.4500 .. FX(858)S58 .. 1414 I .... ' , I· , I ' I t 1: ----- 20 PIANNINC ENGINEERING SURVEYlNG 0 20 40 ------- HUNSAKER & ASSOCIATES SAN DIECO. INC. 10179 Huermekens Street San Diego. Q 92121 PH[B58)558-4500· fX[B58)558·1414 E,O 7 49+97.75~ 10+02.00 so TYPE: 8 INLU ----<D-= ' . ) DRIVEWAY ,, E" CL INT 51+08.65- 40+82.56 CALLE PLATA ' ( , 0 , E1fARING/0£LTA N 54·10•00• w WAJrR P£R DWG vwo 206-621 CENTERUNE DATA RADIUS LENGTH 108.50' RE:MARKS PRIVATE STORM DRAIN DATA B£AR/NG/D£LTA RADIUS LENGTH RE:MARKS N 54'18'07• W 108.16' 1a• RCP 1J50-D•• •• WA7ER TIGHT JOINTS -V 1-------+----+---------+---+----+--+----1 ~ ------···--·-,- ------ ------ ::.: PROFILE HORIZ. VERT. ENGINEER o, WORK ·::::· :::::: SCALE! 1"=20 , "=4' RA~ND L. MARTIN R.C.E. NO. 4867D / rl'ATE EXP, 6/30/0S RCE -"l-l:>C..70 EXP. 06,/?>Q("?f> r • REVIEWED BY: ,,.- .,,.....S:,,, > INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT ) D£SCRIPT/ON:E{~"!.Cft.x.':t~fs~sc STAMPED i PRIVATE: UTILl;~LA~;:~;s POINTE J K3O2., 1935 IN CONG. MON. LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN f5111 J/IlfrH~~L P'ifH&Et:1-%M FE ROAD1----+------+-----------------+----+---+---+-----t fRANSMIS:jlON Lll;if POLE MARKED TL23011 AND ,L/3825" AND DRIVEWAY ''E' HAMMANN CITY ENGINEER RCE 33069 APPROXIMATELY 1.2 MILES NORTHERLY ,:,?>1,e,I~ ie.L.1-1 X~ e.u1 :r OF THE INTERSECTION OF RANCHO '-' DWN BY:----PROJECT NO, DRAWING NO, SANTA FE ROAD AND LA COSTA AV£NU£,__=DA-'-'-T~E~~IN.c.lT~IA~L'-' DATE INITIAL DATE INITIAL CHKD BY: c:zt_ SDP 04_13 434_1A ELEVATION: 533.39 NGVD 29 MSL ENGINEER or woR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: IQ'; I -~-----------------------------------------,-----------------------------------..,..,...,..,,..,....-,-.,.....,..,,~ii ' W.0.#2431-09 IV. w.o. w.o. 206-6 1 BIN: T I • ! ' " ,, ,: " :'1 :', ' :i :i I i 1· ' . ' ' ' :f :i !r l ; i ! ! t i I v ' ; ~ I ,, ', t I . ' ' . I " '' ) ' ' -< ---- .::::_ '' ' 1----- 20 0 PIANNl'G ENGINEERING SURVEYING ------!----:.:::: ·····-······ -····· --•-··1----- ----------- 2-'-0 ------'40 SCALE !'• 20' HUNSAKER & ASSOCIATES SAN DIEGO, INC. 10179 Huennekens Street San Diego, Ca 92121 PH{858)558-4S00-f):(858)558-141' 60 ' 36+82.72= 80+02.50 so TYPf: B INLfJ PVT. STORM DRAIN 80+96.67 SD MOD TYPf: 8-!J CO, < IF----- WATER PER DWG VWD 206-621 61+95.64 SD MOD TYPf: 8-!J CO, Y=4 ··:·· •.• ---1--- -------------f----- ---- :.:: --------- - - . :: .. :: ------ ' ------ ,.:::: ------------------- 1-------___ :_ --------· --···------- ------ --- ----------- ------ ----... ::: .. ····--_____ : : ... ....... -·--- -_____ -------------······ ___ -- - ----------------------- -- .... :::: -::::: ------- 1---------1 -,.:::. ------------___ ------ - . ····-----..... . ---------..... ..... ....... ---· ..... _--------- ---· --.:.::: -----. ----·----·-· :::::: ---------------------1-----·----------- ---------- : ::: :: _: J··::: _:·_·· _-------------------....... 1:: ___ ;:::··-------i-------···-·· ·--··-·····-··--·· = .. :::::. ····•······ ...... ; ... . ............. ,.· ..... . _, . ....... ·•··· ..... . ::::: . :::::: : .:::: ::::: .. .. . ..... ·-········· .:.:: ····-- ···::.: ::::::: --··· ·······---.. --····· ---------··-- ----. -1-· . -·- ·----1-··-- ---------1···· ...... ···-·· '--··· --···· ···-· - . -·---- ---·· ·-··-··---····· ·······--.::::: -·· -----··· ::::: ·----- . :::::: ::.::: --··· .. , :::·· - ••. - I . ...... ·•··· --···-· --..... 1:: .. ·-I······· ••.... ·••• ........ ····· ...........• :::::·. ---·· : ... :: ······ --····------- :::. ::::: ····--··--··· ... ---· ---··· - :::::: : . . --··· ··-· ....... ---· -· ··-.... . ---·--·· ·--·· ·--1··· ---·· - --··· ·····-..... . --··· ······I··· ---·· -····-...... - . .... .. - -::·::: ..... --··· --··· ····-· ······-···--· --.......... -·····• ······•······ ··-·-.... .... ·;::.::· .. -----···· :··::: ·····- ---··· -... :::::: ------···· PRIVATE STORM DRAIN DATA 0 BE4RING/DfJ.TA RADIUS LENGTH Rf:MARKS I N 45•35'40• c 11.26' 18" RCP 1350-D 2 N 45'35'40' c t t.24' 24" RCP 1350-0 3 N 57'12'07' c 24" RCP 1350-0 4 N 21'06'54-" c 68.511' 24" RCP 1350-0 --... -... . ·-·--:: - -- .. ... . .. PROFILE SCALE/ ... , .. r(.: .. ~ .... ~ ... ""'""""""' --==L--.•••• ·1 FROM ! CD PASEO PLOMO TO BENCH MARK AVENIDA SERENA SEE SHEET 29 AVENIDA SERENA DESCRIPTION: 1./..S.C. & G.X .• BRASS DISC STAMPED K302., 1935 IN CONG. MON. LOCAllON: POINT LIES 8.5' EASTERLY OF EASTERN 1]~1/ Jt¼~H~'4LfAfff1iEri-%Tt FE ROADt----+---+------------------1-----1----t---+-----t "f{ANSMIS$10N Lit:![ POLE .MARKED Afld8hLAflf__~ 1.~'Wfts t~iTHERLY 0 ~;1,,,bo ~ h\..oo-OI.JJL..T' ~NPJ.EFtN7ifJilCJ.JPDN i!J.Fc~1;1fHfVENUE DATE 1NmAL t---------, ElfVATION: 533.39 NGVD 29 MSL ENGINEER Of WORI REVISION DESCRII TION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ENGINEER OF WORK / . DATE ~ND L. MARTIN R~E. NO. 48670 EXP. 6/30/06 "AS BUILT" ~;;?:~ S/4s--/4a RCE 46<,"70 EXP, ~f~/66 DATE REVIEWED BY: 'i ... 7 £,.~~ INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT PRIVATE UTILITY Pl.ANS FOR: HUNTERS POINTE STORM DRAIN FROM PASEO PLOMO TO A VENIDA SERENA APPROVED CQNRAD C. IAAMMANN s~: r_;__ .:.,/ .. CITY ENGINEER RCE OWN BY:---~- CHKD BY: ---F.dL""'-~ RVWD BY: Jr ..,L_ "' ;a PROJECT NO. SDP 04-13 1 1 DATE DRAWING NO. 434-lA 1111m111111, l .. r I f • i j ' f I I L+------------------------------------_ 1 __________________ - 1 ----------------------------------------------------+----------------------;-i"-~--11--24_3_1 ___ 09--,1--v--.w--.o~.--w~.--o-. --2--oe~---6~1:;··t j f I 1 1 ~-D~IIJllilnlli -----------. I ~, . I QS°J ,oo L..----------- 20 0 ~ ' ' I I 20 40 60 I ' j SCALE !'= 20' PLANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO. INC 10179 Huennekens Street San Diego. C. 92121 · PH(858)55B-4500· FX(858)558-1414 I WA7E"R PF:R DWG "11'0 206-621 69+99.DD 6 SF:WF:R £NO PLUG 69+9,,.00= 40+,,2.08 PASF:O PLOMO 68+4,,,08 MH NO 10 f-'~'-4--4-=-R--"-l-=4---'-F-4=¥ t"'-'k-+%1------l/c-k---l•i t---;__--'-'g tb~----+l ±-f'=Ff±F"'-"i-=t-£-Fi--=±-±~ PROFILE SCALES 1 "-;zo· SEE SHEET 24 PASEO PLOMO ' I " f-------'I i I ; .,.._,__-Ill . f----llj : f-------ll ! ~1 I tµ I u 1 PASEO PLOMO SEE SHEET 24 7 i ! ,, __ L --- 71+00 ~ (§~ ~ .. -~ l • ti)I JO WA 7E"R F:ASF:MF:NT TO -:-•· VALLF:CITOS WA7E"R 0/SnRCT ~ i_: ~, PF:R ODC. fiO 1rX?'j-016,¼,51~ -I( , RF:C,6'1/JAf.r-, I + 11::, f----==T • -~---· lij, --: ""'"- I -, 17r 1 [&] 1/ji[&l ,.,.I s ...... -...... --•••--•· l---~ 1 '--71+00 -+------(--+---4 3 I ' HORIZ. : . . ... ···-----..... ··----- VERT. : 1"-4' -. l CENTERUNE DATA C l BEARING/DF:LTA RADIUS L£NGTII RF:MARKS 1 N 68'06'00" W 187.05' 2 21""3'28" so.oo· 18.96' J N 89"51'28" W ,,,,2,,• i PRIVATE SEWER DATA < l BEARING/D£LTA RADIUS L£NGTII REMARKS 1 N 68'08'Do• W s.oo· 6" Pl.\'.:' ··\J--.----- -·------\' \ \~ [ "' - 7 I s J_ 71+>f2.10 6" PVT. SF:WF:R LA 7E"RAL PER "11'0 S-4 \ \ p I J_ 7 \ \ \ ENGINEER OF' WORK 1083106 1_....,___ -- R ONO L, MARTIN R.C.E. NO. 48670 EXP. 6/30/015 "AS BUILT" ~/~ RCE 40,:., ""'IO EXP. ,x./e,o/oe, • DATE REVIEWED BY: --z:; /4.":., INSPECTOR if:' AVENIDA PLATING l------~---1------------1----1-----4--+---I~ CITY OF CARLSBAD SHEET ~'.====-'===:::E::N::::G::::IN::::E:::ER::l:::NG=:::D::::E::::PA::::R::::T::M:::EN:=T:::::=:::..':::=3=3=!~ ,, \ ' f 1----t----+-----------------+---+---+---t-----1 PRIVATf UTILITY PLANS FOR: BENCH MARK OCSCRIPnON: 1Jk§8z., & 1 i:if • ~trr:it-llJ.S7it(JJ_AMPED PO/Nf LIES 8.5' EASTERLY OF EASTfRN l----+---+-----------------+---+---1-----+---i ;,'A"cV~EN~ID~A",P~LA~T~INO~==,===========::;:;i HUNTERS POINTE i ' ' LOCATION: ELEVATION: fj1¥ J!/frH<i~LfAJfH8_/fl-%~ FE ROAD1-----+----+------------------+-----+---+---+------1 APPr.Ro'.Lv_E_D ...ic;i.:e::....,,r.....:;~ Tflt'J'fflf~I~~d-'~ 1~~§ .MffjgED ~ ~~GJNEER APPROXIMATELY 1.2 MILES NORTHERLY •''!>/ce. 1"-1..-n ie.ut :r OF THE INTERSECTION OF RANCHO > 1 A-:.-\..: DWN BY: ---.~ 1 SANTA FE ROAD AND lA COSTA AVENUE. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:-~ 533.39 NGVD 29 MSL ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: {f.L_ EX PROJECT NO. SOP 04-13 W.O.j'243t -09 BIN: ' 1, "' DRAWING N 434-lA. ' ' I V.W.D. W.O. -1lllllllll'on1, .ii, -I • }-1 , ii Rlllflllli 11!, , fi , 0 ij! ~t ~~ ) ' ' ' ,. ' i • ! i ' I ,I . ii ,,I j, ',:: ' --------~-------------·-·· ----------- PROJECT BOUNDARY ' , .. , . _,, •··• ··-,w,~ L .. \__ , ~::::_::... .... ---~---· ____ , ___ ,. .. ,,,;-----·· -. -"-·------· == ) TEIVIPORARY EROSION CONTROL I EROSION CONTROL DETAILS 1. SET POSTS AND [XCAVA/£ A 4 BY 4 IN (10 BY 10 CM) TR[NCH UPSLOP[ FROM AND ALONG THE UNE Of POSTS. J. ATTACH TH[ FILTER FABRIC TO TH£ WIR[ F£NCf AND [XT£ND If INTO THE ffi[NCH. 2. SfAPL[ WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKflLL AND COMPACT TH[ £XCAVAT£D SOIL. GRAV£L BAGS OVERLAP ONTO CURB i J FT (0.9 lot) MIii. RUNOFF ~ FABRIC SILT FENCE NOT 70 SCALE 12" MIN. 2" MINUS ROCK PROFIL[ PUBLIC RIGHT- OF-WAY GINO, 8'(MIN.) SPA FOR~ ACCESS ,I I =' . @I ll GAP B£7WffN BAGS ACTS AS SPILLWAY THREE LAYERS OF GRAVEi., BAGS WITH ENDS OVERLAPPED GRAVEL BAGS NOT TO SCALE SIWE ' .......... ., .... ' {SEE TA8!.£ BE!.OWJ i,,,--<:£NTERUN£ A- l 'lfj-CTION OF '£IT Fl.OW .. ' . ~ I ~ I . GRA\IEI. BAGS (TYP.) 11 ROADBED W-=-75. WIDTH _..cl ii, ,. ' ., PLANTING ANO IRRIGATION TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION CONT'D EXISTING GROUND I PUBLIC RI T-OF-WAY - fNlfRU/1£ 'Mil/.) SPACING '/CLE ACCESS ~~ . ALL P£RMAN£Nr AND T£MPORARY £ROS/ON CONTROL PlANTING AND IRRIGATION SHALL BE INSTALLED ANQ MAINTAINED AS REQU/R£D IN SECTION 212 Or THE STANDARD SP£CIFICATIONS AND THE FOLLOWING: D. ARcAS TO 8£ HYDROSEED£D SHALL BE PR£PAREO PRIOR TO HYDROSE£0/NG BY: ,. ROUGH£NING THE SURFACE ro BE PLANT£D BY ANY OR A COMBINATION OF: .. I _L ~ SWALE 2-~ '•, A. HYDROSEEOING SHALL 8E APPLIED TO: a. TRACK WALKING SLOPES STffPF:R THAN 6; f ~ ' JO"MIN. B. c. I. ALL SLOPC:S THAT ARE GRAO£D 6: I {HORIZONTAL TO V£RTICAL) OR ST££PER WH£N TH£Y AR£! a. THREI /TIT OR MORE IN H£1GHT ANO ADJACENT TO A PUBLIC WALL OR STREIT. b. ALL SLOPC:S 4 FW OR MORE IN H£IGHr. 2. ARE:AS GRAD£D Fl.ATTF:R THAN 6: 1 WH£N ANY Or THE FOLLOWING CONDITIONS EXIST: a. NOT SCHF:DUl.£0 FOR IMPROV£M£NTS(CONSTRUCTION OR GEN£RAL LANDSCAPING) WITHIN 60 04 rs OF ROUGH GRADING. b. IOCNTIF/£0 BY THE PARKS ANO R£CRE:ATION DIRECTOR AS HIGHLY VISIBLE TO THE: PUBLIC. c. HAVE: ANY SP£C/AL CONDITION ID£NT/Fl£0 BY THE CITY £NGINE£R THAr WARRANTS IMM£D/ATE: TR£A'TM£Nr. HYDROS££D£D ARE:AS SHALL BE IRRIGAT£0 IN ACCORG4NCE WITH THE FOLLOWING CRIT£RIA: I. ALL SLOP£S THAT ARE GRAD£D 6: I OR ST££P£R ANO THAr ARE:: a. THREI TO £/GHT ITU IN HEIGHT SHALL 8£ IRRIGAT£D BY HANO WA T£RING FROM QUICK COUPL£RS/HOSE BIBS OR A CONV£NTIONAL SYST£1,/ Or LOW PR£C/PITA TION SPR/NKL£R HEADS PROVIO/NG 100:Jf COV£~GE: b. GR£AT£R THAN 8 ITU IN H£/GHT SHALL BE WA7E"R£D BY A CONV£NTION- AL SYST£M OF LOW PR£CIPITATION SPRINKL£R HE:ADS PROVIDING 1 OOJl COV£RAGE: 2. ARE:AS SLOP£D L£SS THAN 6: I SHALL BE /RR/GA 1E"D AS APPROV£0 BY TH£ CITY £NGINITR, PRIOR TO HYDROS££DING. THE DE:VEJ.OP£R SHALL SUBM/f A PROPOS£D SCH£ME TO PROVIDE /RR/GA TION TO THE CITY ENGIN£ER. THE PROPOSAL SHALL 8E SPECIFIC REGARDING THE NUM8£RS, TYPC:S ANO COSTS OF THE ELEM£NTS OF THE PROPOSED SYSTfM. J. /RR/GA TION SHALL MAINTAIN THE MOISTURE L£\/fl. OF THE SOIL Ar THE OPTIMUM Ll;'\'l;l. FOR TH£ GROWTH OF THE HYDROSEEOED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: I. 5££0 MIX SHALL CONS/Sr OF NO L£SS THAN: q. 20 lb._ P£R ACRE OF ROSE CLOV£R b. 20 lb._ P£R ACRE OF ZORRO FcSCUE c. J lbs, PF:R ACRE OF E SCHOOL CIA CALJFQJ?NICA d. 4 lb._ P£R ACRE OF ACH/LLcA MILLEFOL'4 e. J lbs. P£R ACRE OF ALYSSUI,/ (CARPIT OF SNOW) f. f/2 lb. PER ACRE OF DIMORPHOL£CA g. /T£MS c,d,e, ANO f OF THIS SUBSECTION MAY BE OMlrT£0 ON LOCATIONS WHERE THE AREi4 8£/NG HYDROSEEDEO IS NOT VISIBLE FROM E]TH£R A PUBLIC STR££r OR RESID£NTIAL STRUCTUR£S. h. 11E"M a OF THIS SUBSECTION MUST BE /NOC ULA TEO WITH A NITROGEN AXING BAC1E"RIA AND APPLIED DRY EITHER BY DRILLING OR BROAOCASTING B£FORE HYDROS£EO/NG. I. ALL S££0 MA1E"R/ALS SHALL 8E TRANSPORT£0 TO THE JOBS/TE: IN UNOPENED CONTAINERS W/711 THE: CALIFORNIA D£PARTMENT OF FOOD AND AGRICLILTUR£ CERTIACATION TAG ATTACHED TO, OR PRIN1E"O ON SAID CONTAIN£RS. J. NON-PH'ffO-TQXIC WUTING AGENTS MAY BE ADD£0 TO THE HYDROSE£0 SLURRY Ar THE DISCR£TION OF 711E CONTRACTOR. 2. TYP£ I MULCH APPUED AT THE RATE: OF NO L£SS THAN 2000 lbs P£R ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUT£D, ALL OR PART, FOR HYDRAULICALLY APPLIED ABF:R MA1E"R/AI-WH£N STRAW IS USED Ir MUSr BE ANCHORED TO THE SLOPE ar M£CHANICALLY PUNCHING NO LESS THAN 50:Jf OF THE STRAW INTO THE SOII- J. ffRTILJZER CONSISTING OF AMMONIUM PHOSPHATE: SULFATE, 16-20-0. W/711 15Jl SULPHUR APPL/£0 AT THE RATE: OF 500 lb._ P£R ACRE: HUNSAKER b. HARROWING AREAS 6:f OR FlArT£R THAT ARE SUff/CIEN"-Y FRIABLE: '. f: 2. c. RIPPING AREAS THAT WILL NOr BRE:AK UP USING ITEl,/S a OR b ABOVE. CONDITIONING THE SOILS SO THAT Ir IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED S££0 8EO. b. THE ADDITION OF SOIL AMENOM£NTS, PH ADJUSTMENT. LEACHING OR COV£RING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED ARE:AS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL 711E PROJECT IS PERMANEN"-Y LANDSCAPED OR, FOR ARE:AS WH£RE HYDROSEEDING IS THE P£RMAN£NT LANOSCAPING, UNTIL THE PROJECr IS COMPLETED ANO ALL BONDS RELEASED. EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SPENCF:R FORD 750-802-6556. 2. EQU/PM£Nr ANO WORKERS FOR EM£RGENCY WORK SHAU BE MADE AVAIIABi.E AT ALL TIM£S DURING THE RAINY SEASON. ALL N£C£SSARY MA TER/ALS SHALL BE STOCKPIL£0 ON SITE: AT CONV£NIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 1E"MPORARY DEVICC:S WHEN RAIN IS IMMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MOO/AEO WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RfSTORE AU EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEF:R AFT£R EACH RUN-OFF PRODUCING RAINFALl- 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE R£QUIR£0 BY THE: CITY ENGINE£R DUE TO UNCOMPLETED GRADING OPERA T/ONS OR UNFORESEeN CIRCUMSTANCES WHICH M<\Y ARIS(. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE N£CESSARY PRECAUTIONS TO PREYENr PUBLIC TRESPASS ONTO AREAS WH£RE IMPOUNOEO WA T£RS CREA T£ A HAZARDOUS CONDITION. l. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PIAN SHALL BE INCORPORATED HF:REON. 8. GRADED Ali'fi\S AROUND THE PROJECr PERIMET/;R MUST DR4/N AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF £:ACH WORKING DAY. 9. AU REl,/OVABL£ PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH WORKING DAY WH£N THE AV£ (5) OAY RAIN PROBABILITY FOR£CAST £XC££DS FORTY PERCENT (40,C). SILT ANO OTHER DEBRIS SHALL BE R£MOV£0 AFT£R £ACH RAINFALl- 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE Wl711 J/4 INCH MINIMUM AGGREGRAT£. , I. SHOULD GERMINATION OF HYDROSEEDEO SLOP£5 FAIL TO PROVID£ EFFf:CTIVE COVERAG.E' OF r;RADEO SLOPES (90,C COVERAGE) PRIOR TO NOVEMBER 15, THE: SLOPES SHALL BE STABILIZ£0 BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5. 02J OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STAT£ OF CALIFORNIA. . --- 80 DESCRIPTION HYDROSEEDING SILT FENCE GRAVEL BAG BERM 0 I I --::::.=:::--=-----~ ---c:::::: ~~ = B0~ __ ___:160 SCALE 7"=80' ~ ~~ -=::-:=:__ ~ ~ -- ~ -~ ~ 240 EROSION CONTROL LEGEND QUANTITY 140,159 SF 3,463 LF 1,520 EA SYMBOL STABILIZED CONSTRUCTION ENTRANCE 7,416 SF T PlAN Sl£EL SHAKER PlATES/RUMBL£ RACKS 20' MIN. RADIUS• /. FENCE/BARRIER TO R£SfRICT / f TRAFFIC TO CONSTRUCTION £NIRANCE PROVIDE APPROPRIATE TRANSITION fJ£7W£EN STAB/LIZ[}) CONSTRUCT/ON ENTRANCf ANO PUBLIC RIGHT-Dr-WAY PER CAUfORNIA STORMWATER BMP DWG. TC-1 STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE A ,_ PLAN NO SCAi.t I GRAl'EI. 8AGS (TYP.) 1 SECTION A-A NOT TO SCALE" STREU SLOPE INTERVAL LESS THAN 2Jl 200 2:J TO 411 ,oo• 411 TO ,011 50' MORE" THAN 1011 25' NOTE: PROVIDE" V/:1.0CITY REOUC£R IN ALL UNPAVED SIRE£/S AT THE" INTERVALS INDICAT£D ABOVE: GRAVEL BAG VELOCI1Y REDUCER NOT TO SCALE 1---+-+----------+---+-------1--+-----1~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT SHEETS 33 ' I ! l---l---+------------~-~--l-----1-----1---1----1 EROSION CONTROL P!ANS FOR: / BENCH MARK "AS BUILT" HUNTERSPOINTE f "KJ02., 1935" IN CONG. MON. , V /I ..J--/. •• /_ & ASSOCIATES SAN DIEGO, INC. ENGINEER OF WORK DESCRIPTION: U.S.C. .t G.X. BRASS DISC STAMPED ~ LOCATION, ~~w; tl~f g•1t1tJc1!f:r;;ir-A W7M!k. ~, ~ 2 f1!JJJ'L APPROVED CQ~RAq ~-c MMANN / · 1 7JJ NORTH£RLYOFELECTRIC RC£ '{fJ{,]o EXP. r,/~e& OAT£ 1't. J4.,£_ R/~,1-, l · , /, TfftfJflf~'~~Du~,~~1§•MffJ§£D •;~~~~:=...::2'.::....:=t•:'S·'=.=-------t~~~~=l==--+----------------+---+~-+--+--~ c1rrENGINEER RCE 3bag -EXP.6/30/C.6=, roATE .,,,,, PLANNING ENGINEERING SURVEYING 10179 Huenneke111 Street S,n Diego, Ca 92121 PH(BSB)SSB-4500• FX(858)SS8·1414 ,<""'~~ • ,_r /4, / ~ APPROXIMATELY , .2 MILES NORTH£RLY f REVIEWED BY: ,e. e,:!, ~H A0-1'1 .. llL-T z,J_,'{__k. OF THE IN7E"RSECTION OF RANCHO ?::. c9 DWN BY: PROJECT NO. DRAWING NO. ~ RA ND L. MARTIN DATE SANTA FE ROAD AND LA COSTA AV£NUE: ,_.= r~ "'-~, C°. ,,,.,../p S DATE INITIAL DATE INITIAi. DATE INITIAL c D BY ~ ' RC£ NO 48670 EXP 6'/.30/05 " -.... • -/' Z:-. REVISION DESCRIPTION HK '-SDP04-13 434-lA i L:.:.:,;:..;,;.:,__;,:.:,:_:___;:;;_,:_· ~-=~"= ' ______ L __________ .:::,_....:::::::=:::::. __ .J_,::f1-~fY.;!::'l:!;Tl~O~N~:-..:,5~3~J;,:;.3~9_;N~G~V.~'0~2~9!..,!M~S!;_L______ INSPECTOR DATE ENGINEER Of WOR OTHER APPROVAL CITr APPROVAL ll.VWD BY: ,3 '---------------------~------~--------=-____:,================-============::::===::::===================::::==~========r..J~ VWD WO 206-$321 i r--1111111111111