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Home My WebLink AboutDWG 407-6; CT 01-04; CALAVERA HILLS VILLAGE U; 01-15GENERAL NOTES I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVF:D BY Tl/£ CITY OF CA/ll.SfJAI) IIEGAJIDING lll'ROVF:JENTS SHClrlll ON 11/IS SfT OF Pl.ANS. 2. APPROVAL OF TH IS PLAN DOES NOT LESSEN OR WA I VE ANY PORT/ ON OF THE CARLSBAD MUNICIPAL COVE, RESOLUTION OF CONDITIONAL APPi/OVAL, CITY STANDARDS QR OTHER ADDITIONAL DOClll,£NTS LISTED //£REON AS TllfY !14Y PERTAIN TO THIS PROJECT. THf fNGINEER IN RESPONSIBLf CHARGE SHALL 11£VISE TllfSE PLANS Ill/EN NDN-CONFOlil.lAIICE IS DISCOVfRED. 3. CITY APPROVAL OF PLANS bOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WO/IK FROM RESPONSIBILITY FOR Tllf CORRECTION OF ERRORS AND <,,1/SSIONS DISCOVF:RED DUii/NG CONSTRUCT/OIi. ALL PLAN REVISIONS SHALL BE PR<ll/PTLY SU!IMITTED ro THE CITY ENG/Nff/1 FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT <RIX,! THE CITY ENGIN£fR WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF /NSURMCE MUST 8£ FIUO NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ,JN Tl/£ PERMITTEE'S POLICY IN THE MIN/WA AMOUNT OF $1, 000, 000. 00 FOR EACH OCCURRANCE OF LI AB I LI TY. THE INSURANCE COMPANY KIi/TiNG THE Pq:.ICY I/UST HAVE A RATING OF 'A' AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY 'BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE C<»IENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM Tl/£ CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF Tl/£ PROPOSED IMPROVEME:NTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGRE£M£NT. 7. NO REVISIONS WILL BE MADE TO T/lfSE PLANS WITHOUT THE Kfl/TTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE 51/fET OF THE PLANS ANO TITLE Sl/££T. 8. ORIGINAL DRAWINGS SHALL BECCM THE PROPEi/TY OF THE CITY UPON BEING SIGNED BY THE CITY ENG/Nfff/. 9. THE ORIGINAL DI/AWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY Tl/£ ENGINffR-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. /0. ACCESS FOR Fl/IE AND OTHER E/llERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. 'MIERE TRENCHES ARE WITHIN CITY EASEME:NTS, A SOILS REPORT COMPRISED OF: (AJ SU!M<IRY SHEET, (Bl LABORATORY f,!JRI( SHEETS AND /CJ COMPACTION CURVES, SHALL BE SUIJl,f/TTED BY A PROFESSIONAL ENGINEER OF TH£ STATE OF CALIF0/111/A, Pf/INC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL 8£ SUBMITTED TO THE CITY ENGINEERING INSPfCTOR WITHIN 11117 IIURKING DAYS OF CCl.fPLETION OF FIELD TESTS. THE Kfl/TTEN FIELD CDIN'ACTION RE:PORT(SJ SHALL BE IM,lfD/ATELY SUBMITTED TO THE CITY ENGINEER/NG INSP£CTOR UPON CCl.fPLETION OF TH£ FIELD TESTS. 12. A PRfCQNSTl1UCTIQN MEETING SHALL BE HElQ AT THE SITE PR/QR TO THE BEGINNING OF 11!/RK ANO SHALL BE ATTEN/1£0 BY ALL 11£PRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE !/£ET/NG THROUGH THE PERMIT CLEIIK/760-602-2740/ AT LEAST FIVE/5/ WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PR I OR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRfCONSTRUCTIQII MEETING WILL B£ MADE BY CALLING Tl/£ ENG/NEE:RING 24-HOUf/ INSPECTION REQUEST LIN£ AT /760/ 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2,00 P.M. QN THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY 1/NLESS YOU REQUEST OTI/EIIWI SE. REQUESTS MADE AFTER 2,00 P.M. WILL BE SCHEDULE!) FOR 1111'.) FULL WOii!( DAYS LATER. I 4. THE OIWIEII ANO/Of/ APPL I CANT THROUGH TH£ DEVEL oPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHOii/NG, AND SHALL 8£ SOLELY RESPONSIBL£ FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND 1/EALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFOIIM TO LABOR COD£ SECTION 6705 BY SIJIJMITT/NG A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WOIIKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OIi TIIENCHES OR DI/fl/NG THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET /5' / OR MOR£ IN DfPTH AND APPROVF:D BY Tl/£ Ct TY ENG I NEER ANO/OR CONCERNED AGfNCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FR"'1 THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY OROERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY AN ENGINEEFI AT THE COi/TRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT WST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RfSOIJIICES ARE DISCOVERED WITHIN ANY IIURK ZONE DUii/NG CONSTRUCTION, OPERATIONS Wll l CEASE 1/AfOIATELY, AND THE P£RJ.IITTEE WILL NOTIFY THE CITY ENGINEER. oPERAT/ONS WILL NOT 11£START UNTIL THE PERM/TTEE I/AS Rf CE I VED KIi I TTEN AUTHOR I TY FIIIX,I THE CI TY ENGINEER TO DO SO. 17. ALL OPERATIONS CONOUCTED ON THE SITE OR ADJACENT THERETO, 11/CLUOING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EAR1™0VING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRAO/N(i EOUIPME/IT SHALL BE LIMITED TO Tl/£ PfR/OD BETWEEN 7,00 A.M. AND SUNSET EACH DAY, MONDAY THIIU FRIDAY AND NO EARTIAIOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER. I 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITT£D BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL 1W Ff/LL ll!)RKING OAYS PIIIQR TD BEGINNING OF WOI/K. THE CONTRACTOR SHALL BE RESPONS 181..E FOIi ANY DEBII IS QR DAMAGE OCCURII/NG ALONG TH£ HAUL 110//Tf OR ADJACENT smms AS A /lfSULT OF THE GRADING OPERATION. I 9. NO BLAST I NG SHALL BE Cot,f,ENCEO WITHOUT A CI TY ENG I NEER APPROVF:D BLASTING PROGRJ,M. 20. THE EXISTENCE AIII) LOCATION OF UTILITY STRUCTURES ANO FACIUTIES SHIJ'MI ON THE CONSTIIIJCT/0/I PLANS WFRE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SH<JMI QR IN A LOCATION DIFFERENT FRCM THAT S1/0KK'/ ON THE PLANS. TH£ CONTRACTOR IS 11£QU/RED TO TAKE DUE PRECAUTIONARY MEASURES TO Pf/OTECT THE UTILITIES SH01rll ON Tllf PLANS AND ANY OT/1£11 EXISTING FACILITIES 011 STRUCTURES NOT SH/JMI. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES /ABOVEGROUND ANO UN/1£1/GROONOJ WITHIN THE PROJ[CT SITE SUFFICIENTLY AHEAD OF TH£ CONSTRUCTION TO PfRM/T THE REVISIONS OF Tl/£ CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED IIOIIK. 22. THE CONTRACTOR SHALL NOTIFY AFF£CTED UTILITY COMPANIES (SEE BELOW/ AT LEAST 11117 FULL IIURKING DAYS PRIOR TO STARTING CONSTRUCTION NEAii THEIR FACILITIES AND SHALL COO/ID/NATE WORK WITH A COl6'ANY REPRESENTATIVE. UNDERGIIOUND SE/IV I CE ALERT SDG8E PACIFIC BELL ADELPHIA CABLE COl,f.f/JN/CATIONS CITY OF CARLSBAD/STREETS AND STORM DRAIN/ • CARLSBAD MUN IC I PAL WATER DI STR JCT/WA TEii, SEWFR, IIW/ •SAN DIEGU/TO WATE/1 DISTRICT •LEUCADIA COUNTY WATER DISTIi/CT •VALLECITOS WATER DISTRICT •OLIVENHAIN WATER DISTRICT •BUfNA SANITATION DISTRICT • AS APPROPRIATE /800/422-4/33 (800/660-7343 /800/892-0/23 /760)438-774/ (760/434-2980 /760/438-2722 /760/633-2650 /760/753-0155 /760)744-0460 / 760} 753-6466 /760/726-/340 STREET NOTES I. ACTUAL STRUCTURAL SE.CT/ONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE. OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE: ENGINE.ERED STIIUCTURAL SECTION MUST BE SUfJM/TTE:D TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF 1\ro (2/ CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL Bf SHOWII ON THE "AS-BUILT' PLANS. NO DIRECT BURIAL STREET LIGHT ALLOWED. FOUNDATIONS WILL BE ALL UJMINAIRES SHALL BE ·cur OFF' TYPE. 3. ALL UNf!ERGIIOOND UT I LI Tl ES AND LATERALS SHALL BE INSTALLED PR I OR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL Bf REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAO Of I, 350 OR ASBESTOS CEME:NT PIPE WITH A IJINIIIUII D-LOAD OF 2,000. FOR PRIVATE STORM DRAIN PIPES, UP TO 15' PVC MAY 8£ UTILIZED PROV I OED DEPT/I IS LESS THAN 15 FEET AND BACKFILLED WI TH J/4 • ROCK P£fl SDRSD S-4 TYP£ •c• AND PIPE IJEETS AS111 STANDARD 3034 FOR SDR 35 SOLID WALL PIP£. 5. 'MIER£ AN EX I ST I NG P /PE LI NE IS TO BE ABANDONED I T SHALL BE REMOVED Wt TH IN 1'1/ENTY FEET OF BU I LD I NG OR STREET AREAS AND REPLACED WI TH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. 'MIEELCHAIR RAMPS SHALL BE INSTALLED P£R REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREfS SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIR£ HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M/9. 9. ALL SURVEY MONUMENTS AND PO I NTS THAT ARE O I STURBED BY TH IS WORK SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUM£NTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. Tllll /2/ SETS OF SURVEY /CUT/ SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER/NG INSPECTOR. WATER NOTES: I. WA/FR MAIN AND APPIJl?TENANCES SHALL BE CONSTRUCTEJJ IN ACCORDANCE WITH THE "GARLSBAD RULES AND REGULATIONS FOR THE CONSTRUC710N OF POTABLE WATER MAINS -CARLSBAD MUNICIPAL WATrn DISTRICT.• OCTOBER 1993 OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVA710N PERMIT FROM THE DMS/ON OF INDUSTRIAL SAFE.TY AND PROVIDE PROOF OF DSHA NOTIFICATION BEFORE ANY EXCAVA710N AND SHAU ADHERE. TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFE7Y ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL\IB ON £X/STING C.M.W.D. UNES, A P£RMIT SHALL BE OBTAINEIJ FROM THE C.M, W.D. Ofr/C[ AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4, A PRECONSTRUCT/ON CONFERENCE MEETING SHALL BE HELO A MINIMUM OF SE:VEN (7) OAl'S BEFORE CONSTRUC110N BEGINS. CONTACT CITY OF CARLSBAD ENGINEERING DEPARTMENT ([760} 438-3891) FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE. PROVIDED -TELE.PHONE NO. (760) 438-3891. 6. NO TREE.S OR STRUCTURES SHALL 8E. ALLOWED IN THE. WATER LINE. EASEMENT. ALL EXISTING TREES AND STRUCTURE SHALL BE REMOVED PRIOR TO COMME.NCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE. WRITTEN PERMISSION FROM THE. DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPfRIOWIIER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN 8£ P£RFOIIMED IN ANOTHER MANNER, THE DISTRICT EI/G/NEEfl WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. B. THE: EXACT HORIZONTAL AND VERTICAL AL/GIi/JENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DIRECTOR CHECK VALVE AND BUILDING SHALL BE DE.TERM/NED BY TH£ CITY OF CARLSBAD FIii£ MARSHAL. 9. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TH£ "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTIIUCTION OF RECLAIMED WATER I.IA/NS -CARLSBAD MUNICIPAL WATFR DISTRICT,• OCTOBER 1993 OR AS AMENDED. 10. ALL POTABLE WATER SERVICES SI/ALL BE I. AND ALL POTABLE WATER IIETERS SHALL BE 518" (UNLESS OTHERWISE NOTED ON PLANS/. 11. ALL WATER ME.TER BOXES SHALL BE. ARMORCAST. 12. MINIMUM SPACING BETWEEN POTABLE: WATER LATERALS AND SEWER SERVICES SHALL BE 5 FEET. 13. THE TOP Of WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DE:CLARE THAT I 1W THE ENGINEtR OF WORK FOIi THIS PROJECT, THAT I HAVF: EXrnCISEO RESPONSIBLE CHARGE OVER TH£ DESIGN OF TH£ PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN I 5 CONS I STENT Wt TH CURRENT STANDARDS. I IJlll)ERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CJTY OF CARLSBAD DOES NOT RELIEVE Mf, AS ENGINEER Of' WORK, OF MY RE.SPONSIBILITIES FOR PROJECT DESIGN. FI RM: HI/NSAK£11 R MiSQC I 4 TES ADDRESS: 10179 HUENNEKENS AVE CITY, ST., $AN QIFGQ 94 T£LEPH;: IR5RI 558-4,500 BY: --"-:;;r-,,-:,-.o<./~0,..Yc..._~~o,=c:__.,-,-----DATE: JZ/l~h J RAYMOND L. MARTIN P.E. NO.: RCE 48670 EXP I RA Tl ON DATE., __.,,6/c..,.3..,0"'-/0_,,4.._ ______ _ SOURCE OF TOPOGRAPHY THE TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL SURVEY IN JANUARY. 1999 BY SAN-LO AERIAL SURVEYS. THE TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDAl?DS. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF COLLEGE BLVD. AS DEPICTED ON MAP NO. 14541 i.e. N 38°22"40" E HUNSAKER ENGINEER'S NOTES 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK Will ENFORCE SAFETY M£4SURE.S OR REGULATIONS. THE CONTRACTOR SHALL DE.SIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, lAIIS ANO REGUlA710NS. 2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONOtnONS DURING TH£ COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAF£Tt OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE. ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, R£4L OR ALLEGED, IN CONNECTION WITH TH£ PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF TH£ ENGINEER. 3. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, UTILmES, AND STORM DRAINS ARE BUILT IN ACCORIJANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL RE.QUEST AN INTERPRETA710N BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT {858) 558-4500. 4. 111£ CONTRACTOR SJIA/.1. VERIFY A1.L STAKES FOR ACCURACY AGAINST APPROVED PI.J.NS, PRIOR TO TRENCHING OR FORMING AND SHALL BEAR THE COST OF All REWORK 71/AT RES/JLTS FROM PROCEEDING USING INCORRECT STAKES THAT ARE NOT VAU/l4i'EV BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUC710N. 5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTA710N THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS, HAY BALES, TEMPORARY DES/LT/NG BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER. 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTlltnES SHOWN HEREON WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE. BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING UTILtnES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK, WHETHER SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERW..S FOR THE PROJECT, AND ALLOW SUFFICIENT TIME FOR RfVISION TO THESE. PLANS IF AS-BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN, 7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR REPLACE ITEMS REQUIRED TO R£MA/N IN Pl.ACE WHICH ARE DAMAGED, DURING THE COMPLEflON OF THE WORK, TO THE SATISFACTION OF TH£ APPROPRIATE AG£NCY. 8. WHERE TRENCHES ARE ADJACENT ro FUTURE BUILDING SITES, A LICENSED SOILS ENGINEER SHALL BE RETAIN[[) BY THE OWNER TO COMPLEJE NECESSARY TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. 9. THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRF:D BY THF: APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS, THE COST OF ANY ADDl770NAL IMPROVEMENTS SHALL 8£ BORNE BY THF: CONTRACTOR. ANY ADDtnONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS SHALL BE COMPLETED AT THE CONTRACTOR EXPENS£ 10. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR. J,EGAL DESCRIPTION BEING A SUBDIVISION OF LOT 4 OF CARLSBAD TRACT NO. 00-02, CALA Va?A HILLS, PHASE II, ACCORDING TO omCIAL MAP THEREOF NO. 14541. IN THE CITY OF CARLSBAD, STATE OF CALIFORNIA, AS FILED IN THE omc£ OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON FEBRUARY 12, 2003. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) POR OF 168-040-29 AND 168-041-72 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS 336-1671 REFERENCE DRAWINGS Cl TY OF CARLSBAD DRAWINGS 390-9A CITY OF CARLSBAD DRAWINGS 390-9 CITY or CARLSBAD DRAWINGS 303-2 OWNERS/ PERMITTEES tflL!>.IJErJ'I \-\\LU> \\ LlC. Z.1 <-l ~oo\J \:.~ t'I\/ EN"-E t-.Jl'i,\OW A,\.. e,1,'( c..;,, q1qso ' ll.i\'\') '\""17 ·<.\\\7 LEGEND OF ABBREVIATIONS TOP OF CURB GRADE BREAK BEGIN VERTICAL CURVE END VERTICAL CURVE. POINT OF INTERSECTION BEGIN CURVE BOTTOM OF WALL NOT TO SCALE CEMENT TREATED BASE RADIUS POINT EDGE OF PAVEMENT CUL-DE-SAC ENGINEER'S NOTES (CONT.) 11. THE. CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK WlTH A LEITER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE. LINES AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUTHORITY. 12. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE ENGINEER OF WORK, SOILS ENGINEER AND THE CITY INSPECTOR. THE GENERAL CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. 13. RETAINING WALLS, IF SHOWN HEREON, ARE. INCLUDED AS SUPPLEMENTARY INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION IS RE.QUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS. 14. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCTION SHALL CONFORM WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. 15. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT All ANGLE POINTS ANO TEES IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD. 16. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STREET LIGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM. 17. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCUlA7FJJ HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. TH£ CALCULATED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE REPORT ON FILE AT THE OFFICE OF THE CITY £NG/NEER. ENGINEER IS NOT RESPONSIBLE FDR USE OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAKING ADDmONAL CONNECTIONS OR REALIGNING THE. SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE RfVISIONS. STORM DRAIN NOTES I. STORM DRAIN PIPES DESIGIVATED AS HAVING THE HGL AT OR ABOVE THE PIP£ SOFFIT SHALL BE AMERON REINFORCED CONCRETE PIPE WITH REINFORCED THERMOSETTING RESIN IRTRJ COUPL/1/G OR EQUAL FOR THE ENTIRE REACH. COUPLING SHALL MEET THE REQUIREMENTS OF ASTM C76, C361, AND C443. 2. STORM DRAIN PIPES WITH V£LOCITIES EXCE:CDING 20 FEET PER SECOND SHALL HAVE A MIiii-COVEii OF 1-1/2 INCH OVE/1 THE INVERT REINFORCING STEEL. THE CONCRETE: DES/GI/ STRENGTH IN THESE REACHES SHALL BE fc = 5, DOC PSI. FOR VELOCITIES EXCEEDING 30 FEET PER SECOND, USf fc = 6,000 PSI. 3. ALL STORM DRAIN INLETS TO BE CONSTRUCTED USING INLET BASKETS WITH HYDROCARBON ABSORPTION SEWER NOTES t. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTE:D Ill ACCf/DANCf WITH THE "CARLSBAD MUNICIPAL WATER DISTRICTS SEWER SYSTEM -DESIGN C/1/TERIA, STANDARD DRAWINGS, AND SPECIFICATIONS". LATEST EDITION AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION /GREEN BOOK/ 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY E:XCAVATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCT/ON SAFETY ORDERS. 3. B£FORE ANY CONNECTION TO THE DISTRICTS EXISTING SYSTEM, A PERMIT SHALL BE OBTAJNf.0 Ff/OM THE DISTRICT. IT MUST 8£ SIGNED AND APPROVF:D BY THE DISTRICT'S ENGINEER AND SUPERINTENDA/IT. 4. BEFORE CONSTRUCT/OIi MAY BEG/I/ IN ANY CITY RIGHT-OF-WAY, A CITY 1/IGHT OF -WAY PEf/Mt T SHALL BE IIEOII I RED. 6. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO TH£ BEGINNING OF CONSTRUCTION. TEL£PHONE NO. /760/ 438 -3891 SHEET INDEX NOTES AND LEGEND KEY MAP IMPROVEMENTS SEWER LATERAL TABLE SHEET I SHEET 2 SHEET 3-14 SHEET /5 BENCH MARK DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STATION 454+92 PER R.S. 1800-1 RECORDED: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) ELEVATION: 58.479 DATUM: NGVD OF 1929 WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE. PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. f. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS PE.R DESIGN AND CONSTRUCTION OF PUBLIC WORKS IMPROVEMENTS. 3. 4, THIS SET OF PLANS. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK}. 5. SOILS RE.PORT AND RECOMMENDATIONS BY GEO SOILS DATED 08/28/00. 5. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 7. FINAL PROGRAM EIR 98-02 8. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWINGS AND SPECIFICATIONS FOR CONSTRUCTION OF WATER, SEWER AND RECLAIMED WATER SYSTEMS. 9. CITY OF CARLSBAD PLANNING COMMIS~/ N RESOLUTION NO. 5304 5305 & 5306. DATED 11 ?f/02 AND CITY COUNCIL kESOLUTION NO 2002-367 t4 12/17/02. CITY " ' 10. CALIFORNIA DEPT. OF TRANSPORTATION TRAFFIC AND HIGHWAY DESIGN MANUALS. 11. APPLICABLE MSHTO POLICIES. VICINITY MAP 12. SAN DIEGO COUNTY FLOOD CONTROL MANUAL. N.T.S. 13. STORM WATER POLLUTION PREVENTION PLAN {SWPPP), DATED 08/12/03 DESCRIPTION STD. DWG. SYMBOL SUBDNISION BOUNDARY RIGHT OF WAY/LOT LINE ROAD CENTERLINE EASEMENT LINE A.C. PAVING/BASE TRENCH OVERLAY 6" CURB & GUTTER PEDESTRIAN RAMP TYPE ~" CROSS GUTTER CONCRETE SIDEWALK G-24 G-2 G-27 G-12•• G-7, G-9, G-10 -------- DECOMPOSED GRANITE (DG) TRAIL PER LANDSCAPE PLANS r@:!i:@ • • # ci " • • • • 5 • £ffl STREET LIGHT 9,500 LUM (HPSV) PRIVATE £-t••, E-2, M-21 <>--0 STREET SIGN, (TYPE PER PLAN) SDM-102 .,,..- PER CAL TRANS TRAFFIC MANUAL DOUBLE STREET NAME SIGN PE.R CAL TRANS TRAFFIC MANUAL 12" WHITE LIMIT LINE, "STOP" PAVEMENT LEGEND PE.R CAL TRANS TRAFFIC MANUAL (THERMOPLASTIC) STREET CENTERLINE MONUMENT EXISTING STORM DRAIN STORM DRAIN CURB INLET TYPE "B" CURB INLET 7YPF: "B-1 • VORTECHNICS UNIT CLEANOUT TYPE il-4" CLEANOUT 7YPE ·e-5" SEWER MAIN (PVC SOR 35} SEWER MANHOLE, 5' EXISTING SEWER 6" SEWER LATERAL W/rRAFFIC LID EXISTING WATER LINE WA/ER MAIN 2" AIR VAC ASSEMBLY 2" BLOW-OFF ASS£MBL Y GATE VALVE FIRE HYDRANT ASSEMBLY WfTH MARKER 1" WATER SERVICE 4• FIR£ LATERAL W/ 2-1/2" SE.RV/CE. 2" IRRIGATION SERVICE END CAP ASSEMBLY THRUST BLOCK CONCRETE ANCHOR SEWER STATIONING Qte.1veuA'-< M-10 D-2••, DS-1 D-2**, DS-1 D-9 0-10 •S-11, S-12 •s-1, S-4 *S-7, GS-5 *W7 *W5 *W16 •w12 *W3 •w3 *W4 W-IB + 5[QP .A "·"': -· ·,_ '"""" .. ~,·;;;:-;;.~~",; ,:o, •• ew~Y•"= • ••~ rg lo ,;,7 ·= Ed -=-= ~-= --s~------ -s-0-- --i-w-- AvA ~1 1-j-----IBJ <--------0 1---------1 Jc jxx+xx.xx. QUANTITi'. 88845 SF 64925 SF 5213 LF 8 EA 505 SF 22313 SF 9 EA. 2 EA. 2 EA. 2 £A. 1653 LF. 4 £A. 6 £4. 1 E.A. 9 £A. 2354 LF 15 EA 2766 LF 6 EA 6 EA 9 EA 9 EA 137 EA 10 EA 2 £4 4 EA 1!!>,111 <>F • PE.R CMWD STANDARD DRAWINGS ENGINEER OF WORK • • AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS YMOND L. MARTIN J DATE R.C.E. NO. 4867D EXP. 6/30/04 re GB BIIC EVC VP/ BC EC HP LP FL ST. RT LT TW PCR MVC E.ND CURVE HIGH POINT LOW POINT BW N.T.S. CTB RP £OP CDS RCP SD PRC KNU REINFORCED CONCRETE PIPE STORM DRAIN HUNSAKER CARLSBAD FIRE DEPARTMENT FLOW LINE STREET RIGHT LEFT TOP OF WALL POINT OF CURB RETURN MODIFIED VERTICAL CURVE POINT OF REVERSE CURVE KNUCKLE CARLSBAD MUNICIPAL WATER DISTRICT IMPORTANT NOTICE PlANNtNG ENGINEERING SURVEYING & ASSOCIATES SA!>< DIEGO, INC 10179 Huennekens Street San Diego, C,a <l?.121 PH(8SU)SSS-4500· Fx:(858)558·1414 !ffb/41 DATE s;EE, CITYfNG~~R1Nf!~~~~AD ~ IM~~~~;~l~;~{; F~ll,LAGE "U" I & ASSOCIATES SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIGALERT 1.0. NUMBER CALL UNDERGROUND SE.RV/CE ALERT AT: PlANN!NG ENClNfERING SURVEYING SAN DIEGO, INC 10179 Huen11ekens Street San Diego, Ca 92121 PH(858)55S-4500 · FX(t358)556-1414 v~~~ JW~' ROBERT~ C/K R.C.£ 33698 DA DEPUTY CITY ENGINEER EXP. 0/30/06 TOLL FREE 1-800-422-4 7 33 TWO WORKING DAYS BEFORE YOU DIG W. 0. No. 553-164 RIN : 010204 '060105 ' C --:E G) a .,:. .... CJI 0 ..... a, PLANNING E\'GINEER!NG SURVEYING AC. PAV£MENr::::::-,.... rm SIGNING AND STRIPING NOTES I~ . 8" PVC 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING ANO STRIPING. ·t--=.~i=~•,;---.,-v.=-11 ~~ 8£NO " 18" -r, ~,_,,_...__,Ht--'--!--". ... 2. SIGNING, STRIPING ANO PAVEMf:NT MARKINGS SHALL CONFORM TO THE LATE:ST CAI.TRANS TRAFFIC MANUAL, CALTRANS STANDARD SPf:CIFICATIONS (JULY 1999 OR LATEST VERSION THEREOF}, THf:SE PLANS AND THE SPECIAL PROVISIONS. 2.5' PRfNJDf3/8"ANCHOR RING, O.D. = G.D. PIP~+1-. WELD BOTH SIDES ALL AROUND. CONSTRUCT THRVSf ANCHOR PER CMWD W-18. ORTE.NT R£NFORCEME'NT TOWARD CROSSING. EXTFND ANCHOR WIDTH 10 12" BEYOND 1R£NCH WID1H OH FA.CH SlDE OF TRENCH, ANCHOR RING AND mRUST ANCHOR 1YP 80111 SID£S WATERLINE CROSSING DETAIL J. ALL SIGNING AND STRIPING IS SUBJECT TO THf: APPROVAL OF THf: PUBLIC WORKS DIRf:CTOR OR HIS Rf:PRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THf:SE SIGNING ANO STRIPING PLANS SHALL Bf: APPROVED BY THf: ENGINEER OF WORK AND PUBLIC WORKS D/Rf:CTOR PRIOR TO ANY CHANGf: IN THf: Flf:LD. 5. ALL SIGNING AND STRIPING SHALL BE REFl.ECTM Pf:R CALTl?ANS SPECIFICATIONS. STRIPING SHALL Bf: REPAINTED TWO WEEKS AFTf:R INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED Lf:NS Rf:FLf:CTIVE SHf:f:TING (HIGH INTENSITY OR EQUAL.) 6. PRIOR TO FINAL ACCEPTANCf: OF STRE:ET IMPROVEMf:NTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' Pf:RIMETER OF THf: CONSTRUCTION PROJf:CT WILL Bf: RESTORf:D TO A "LIKf: NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THf: CITY INSPf:CTOR. 7. EXACT LOCATION OF STRIPING ANO STOP LIMIT LJNES, SHALL Bf: APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESf:NTAT/Vf: PRIOR TO INSTAUATION. NOT TO SCAL< NOTES: 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTE:D LINES, MARKINGS AND PAVEMENT LEGf:NOS BY GRINDING. DEBRIS SHALL Bf: PROMPTLY Rf:MOVED BY THE CONTRACTOR. 9. ALL PAVEMf:NT Lf:Gf:NDS SHALL 8£ THE LATEST VERSION OF THE CALTRANS METRIC STE:NCILS. 1. ALL VERTICAL BENDS SHALL BE PRE.FABRICATED 45" BE.NOS UNLE.SS OTHERWISE SPECIFIED. 10. LIMIT LINES ANO CROSSWALKS SHALL Bf: Flf:1.0 LOCATE:D. CROSSWALKS SHALL HAVE ID' INS/Of: DIMENSION UNLESS OTHERWISf: SPf:CIFIEIJ. 2. AN AUTOMATIC AIR &: VACUUM VALVE SHALL 8£. INSTALLED ON THE HIGH POINT OF THE OFFSE.T 11. ALL CROSSWALKS, LIMIT LINE:S, STOP BARS, PAVEMf:NT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPf:CIFlf:O. 3. A BLOW OFF MAY BE REQUIRED AT THE LOW POINT OF THE OFFSE.T 4. USE NO-OXIDE GREASE ON ALL NUTS AND BOLTS. 12. FIRE HYDRANT PAVEMENT MARKf:RS SHALL CONFORM TO THE LATE:ST CALTRANS TRAmc MANUAL AND SAN Olf:GO REGIONAL STANDARD DRAWING M-19. 5. HOLD BACK CEMENT MORTAR COATING 6" FROM ANCHOR RING {EACH SIDE). 13. ALL Mf:DIAN NOSES AND FLARES SHALL BE PAINTE:0 Yf:LLOW. 6. THIS DETAIL IS FOR 8" CML&:C PIPE AT 225 PSI TEST PRESSURE. 14. ALL SIGNS SHALL 8£ STANDARD SIZE AS SHOWN IN TH£ CALTRANS TRAFFIC MANUAL UNLf:SS OTHf:RW/SE SPECIFIED. T/=5.0 R=12 F1Re HYDRAf>lr (1YT' i ---' STREIT LJGHT (IYP.) 54' PUBUC U11l.11Y AND ACCESS £ASf:MENT 5' 5' ,,.. ,,... • TYPE: G 11 /CURS & GUTTER a: 1YP. -2% 2% r,· ....• ,. ~ ~ .,•:.. ,, ,, ,, / .. ✓ ✓ ✓ ✓ ,. '- B • C. A • S£C7JON TO BE REDUCED ro 15 fffT 1-S SHOWN OH PLAN FOR 1RAfflC CALM/NG. •• S£CTION TO BE REDUCED TO 13 F'EcT A.5 SHOWN ON Pl.AH FOR TRAFFfC CALMING. 5 5' 2% ·~· k .·, ... ·:'· ·! .•: ✓ .1 . 6 ) MEAHOCRING SIDEWALK TYP. (LOCA110N AS SHOWN) TYPICAL PRIVATE STREET PENINSULA DRIVE, INLET DRIVE & KARST ROAD ("A", "/3~{ 'c..~) NOT TO SCALE 15. SIGN POSTS SHALL Bf: SQUARE PERFORATE:D STEEL TUBING WITH BR9\K4WAY BASf: Pf:R SAN Olf:GO Rf:GIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHf:D ro A POLf:, IT SHALL 8£ MOUNTED USING A STANDARD CITY MOUNTING BRACKIT WfTH STRAPS. 17. f:XISTING SIGNS Rf:MOVf:D BY THE CONTRACTOR SHALL BE DELIVERED BY THf: CONTRACTOR TO THf: CITY OF CARLS8AIJ PUBLIC WORKS YARD AT 405 OAK AVf:NUf:. 18. ALL SIGNS SHOWN ON THf:SE PLANS SHALL Bf: NE:W SIGNS PROVIDED ANO INSTALLW BY THf: CONTRACTOR f:XCf:PT THOSE SIGNS SPf:CIFICALL Y SHOWN AS f:XISTING TO RELOCA TEO OR TO REMAIN. 19. {IF NECESSARY) WHERf: R7 SIGN AND TYPf: N-1 08Jf:CT MARKf:R ARE TO Bf: INSTALLED IN A 2-FOOT WIDE Ml':DIAN NOSE, THf: R7 SIGN SHALL Bf: 18"X24" AND THf: N-1 OBJf:CT MARKER SHALL BE 12"X12". 20. STANDARD CURBS BORDERING FIRE ACCESS ROADS SHALL HAVE THE WORDS "NO PARKING FIRf: LANf:" PAINTED UPON THEIR HORIZONTAL AND VERTICAL SURFACf:S AT INTERVALS OF NOT MORf: THAN TWf:NTY-FlVE Ff:IT. LITTERS SHALL 8£. OF BLOCK STYLE. MINIMUM FIVE (5) INCHES IN Hf:IGHT WITH A STROKE OF NOT LESS THAN 3/4 INCH, ANO SHALL Bf: WHITE ON A Rf:D BACKGROUND. THE BACKGROUND SHALL EXTEND AT LEAST SIX INCHf:S Bf:YOND THf: FIRST ANO LAST LE.TTERS OF THf: TE:XT. 781/70' PUBLJC U11LJ1Y AND ACCESS ESMr. 8" MOD/FlED TYPE 8-1 CURB 8" MODIFIED TYPE 8-1 CURB 2· 3' 4' 8' 2D'/16' 8' MIN. 20'/16' a· HUNSAKER & ASSOCIATES $AN DIECO, INC 10179 Huermekens Street San Diego, Ca 92121 PH{t\58)558-4500· FX(858)558·1414 ........ CURB AND GUTTER (IYP.) -A-- CURB (IYP.) TYPICAL PRIVATE STREET ("8") INLET DRIVE AT GA TE TYPICAL MEDIAN PROFILE NOT TO SCALE RIM ELEVATIONS TO MATCH FINISHED GRAOf: CONCRE:TE 1.f"" h, ....,.____ ....,_ ___ ._.,--RISERS BY OTHERS REINFORCf:O FOR -.,=~.,,.J.'~;.....~ i_i · ~-·· HS20-44 LOADING ; ', :;,,· :-.',·j(.i<:.,. Zi'j-:; -<-c: ,":+c+----f-".-....,.-:-¼t----.,,:.,-,-1 a I If ~~ER.,.. i~b~;~LED ~? 7 a t :.-ct SEALANT TO VAULT WEIR IH.:.; 7'-o" J I • t:;•Jl!IJ.£LJPJj!fB.L4,;.{!-(,_,...,\ -· --ORIFIC ' ' , OUTLIT INVf:RT w:v PER PLAN ~· I ; WI-Ifs a?. H£V Pf:R PLAN 3'-0"' TYP • = 3'-0" ~ • TYP ·.- ~----<~ _J ______ . -~---, .J~ ~ : ·--.;.::'" .. ;,;-.:.·-:-..;. ~ ·r :• ;. t .:--r ~--·,,. °'",·~ ·:-:_";. · ... ..,.., -~ ! ... -:."\-{.,: MINIMUM o.s• COMPACTED GRAVEL j A SEAi.ANT NOT TO SCALE INLET, Sf:£ NOTES 8, 9 SEAf.ANT ALUMINUM ANGLE FLANGf: WITH Nf:OPRf:NE GASKET BAFFLf: WALL PLAN VIEW B -B SECTION A -A STORMWATER QUALITY TREATMENT UNIT (VORTECHNICS MODEL 2000) NOTES; /. STORMWATER TREATMENT SYSTEM (SWTS} SHALL HAVE: PEAK TREATMf:NT CAPACITY: 6 cfs SEDIMENT STORAGf:: 2.5 cu yd SEDIMENT CHAMBE.R DIA.: 6' min 2. swrs SHALL 8E CONTAINf:D IN ONE Rf:CTANGULAR STRUCTURf: 3. swrs SHALL Rf:MOVf: 80:l OF ANNUAL rss LOADING 4. swrs SHALL RETAIN FLOATA8Lf:S AND TRAPPED SE:D/Mf:NT UP TO ANO INCLUDING PE<\I< TRE<\TMENT CAPACITY NOT TO SCALE 5, swrs INVERTS IN AND OUT SHALL BE AT THE SAME £Lf:VA TION 6. swrs SHALL NOT Bf: COMPROMISED BY f:FFEECT OF DOWNSTREAM TAILWATF:R 7. swrs SHALL HAVE NO INTf:RNAL COMPONE:NTS THAT OBSTRUCT MAINTF:NANCE ACCESS 8. INLET PIPf: MUST Bf: PERPf:NDICULAR TO THE STRUCTURE 9. PIPf: ORlf:NTATION MAY VARY; SEf: Sf/E PLAN FOR SIZf: AND LOCATION 10. PURCHASER SHALL NOT 8£ Rf:SPONSIBLf: FOR ASSEMBLY OF UNIT 11. MANHOLE FRAMES AND PERFORATED COVERS SUPPLIED WITH SYSTEM, NOT INSTALLf:D 12. PURCHASE]? TO PREPARE EXCAVATION ANO PROVIDE umNG EQUIPMENT 13. CONTACT VORTECHNICS ti (207) 878-3562 f:XT. ! z., FOR ORDERING INFORMATION 6" CONCRITf: TYP OUTLET. Sf:£ 4'-0" NOTE 9 OW CONTROL WALL A \ \ I \ \ I I I I I I I I I , I I I I ' I \ \ \ ; ... •,• ', (: ~.~.· .. s:,·t····••·· >.·· f; --> i' . '" -~ ··~-.(; i\,.;Y:,'• ; I 100 200 300 ~---I I I SSALE 1' • 10IJ' KEY MAP STREET LIGHT PUBLIC STORM DRAIN CURB INLET CLEANOUT PUBLIC SEWER MAIN SEWER ACCESS HOLE SEWER lA TERAL SERVICE PUBLIC WATER MAIN WA'!FR SERVICE FIRE HYDRANT ASSEMBLY PROJECT BOUNDARY SHEET NUMBER I I I LEGEND o--Q = -==(QJ::: . --s~------ -------® ---------·-W--- -------@ I OJ I ENGINEER OF WORK I ~0 /~"'AL ~~ L. MARTIN R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" ?_,t_y~ RFl~t l. 71RfiiN RCE 48670 EXP. f, ·lJO·tJ8 REVIEWEQ BY: izk/4, 'DATE <p,t f..tVi.J._..,_ ___ ---~1 --f I OJ .---...---...-----------------,----...---,---,--...,.---~I PECTOR DATE ~ -CITYEN£~RIN~~~h~~AD 11 SH:~TS I ------------,-------,----t----t IMPROVEMENT AND UT!L/7Y PLANS FOR: CALA VERA HILLS VILLAGE "U" 1---.+----!-----------------r---+---r----+ ···-···- +---.+----!----,---1 : APPROVED LLOYD HUBBS ilf' !4 &s ~ ~,1,r:lr ·;Iii 1,.;l~,¥•:f 1----+---+--b-D_'S ___ B_l/_'_l_T_' ___________ +----t---=====:====-: ~rc=:1=Y=E='N=G=IN=E=EE!?'==R=C~E_r=2_J1B:'.::..:::8.:::9-=-=-=-=-=ccE:::X,...·=P-=.-c'=2.::./.=:3::/.....,/.Q_5~0ATE I-lf·/Jl l(LM ;__:"=·..=.::c:'='------------+---1----+---+---I ! OWN BY: M.M. J.D. i'ROJECT NO. DRAW!NG NO. DATE INITIAL f-_DA_TF_ .. ~-IN_1•_1A_L _,__D_AT_E_ _INITIAL ! CHKO BY: CT 01-04 407-6 ENGINEER OF WORi-q REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I RVWD BY: W.O. No. 553-164 BIN : 010204 N 2. ! ' t -r -t I t- ( ) INDiCATDS -FIELD. ELtll. -, , -. ----.,. ·-· - . -· ·---. -----'. -. --· - ----. . L . -., -' -_ - -. --: [] INOICAT/:$ £LEV; FROM AS -8Ulf-.T DRAWINGS_ CENTERIJNE DATA BEARING DELTA RADIUS LENGTH N 68"49'56" W -------162.39' Jl.59' 2 21'J2'16" 100.00' CURB DATA REMARKS 0 BEARING/DELTA RADIUS LENGTH REMARKS i l I ' ! 8720'45" 20.00' J0.49' 6" TYPE G C&G ? N 68"49'56" W 7.24' 6" TYPE G C&G ,J 40'55'34" 10.00' 7.14' 6" IYP£ G C&:G -t-----4 80'38'28" JS.OD' 49.26' 6" TYPE G C&:G 5 39'42'54" JO.OD' 20.79' 6" 1YPE G C&:G ----+-----+-----6 N 68'49'56" W 4.17' 6" TYPE G C&:G 7 18'1 I '42" 30.00' 9.SJ' 6" TYPE G C&:G /J 18'11'42" 30.00' 9.53' 6" IYPE G C&:G ----~-------------\----------9 N 58"49'56" W 3.06' 6" TYPE: G C&G -~--------~~ 10 21'32'16" 117.00' 43.98' 6" IYPE G C&G I I 21'32'16" 83.00' 31.20' 6" TYPE G C&:G 12 N 68"49'56" W 2.32' 6" TYPE G C&G 131 18'11 '42" --30.oo· ---~9.-5~3-, -+--6-.-TYPE G C&G 14 18"11'42" 30.00' 9.63' 6" TYPE G C&G -,)-N 68'49'56" W 4.90' 6" TYPE G C&:G rs! 39•42•54• ------.,-0-.0-o-· 20.79' 6" TYPE: G C,!t:G 17 80'47'54" 35.00' 49.36' 6" TYPE C C&:G 18 47'12'31" 10.00' 8.24' 6" TYPE G C&:G 19 9/'54'13" 20.00' --+----3-2-.0-8-,-+-6" TYPE G Ci!tG 20 N 68'49'56" W 8.00' e• TYPE 8-1 CUR ;)! 779·59'59• --+-----4-.0-0~.--+-12.57' 8" TYPE B-1 CURB ---t---22 N 68'49'56" W 8.00' B" TYPE B-1 CURB --------~-------jl-------c.=. 23 179'511'59" 4.00' 12.57' B" TYPE B-1 CURB, WATER DATA BEARING DEL TA RADIUS LENGTH REMARKS N 73'26'00" W 12.50' 8" PVC CL-150 200.00· 16.06' ! 8" PVC CL-150 .J N 68'49'56" W 1 14'22'59" -~-+----2-00-.0-0~- 100.41' 8" PVC CL-150 -,--C-=-,,.-'--'-=---='--'.C.::.---J 50.21 8" PVC CL-150 5 N 54'26'57" W 9.72' 8" PVC CL-150 HUNSAKER & ASSOCIATES SAN Di ECO, !NC PLANNING 10179 Huennekf:tl> Str~t ENGINEERING San Diego, Ca 'J.ti21 SURVEYING P!-!(858)558-4500-FX(BS8}55&1414 . n EXISTING PIPEUNE EAS£MEflT ! \ GRANTED ON JANUARY 2/5; 198,/!J PER FILE NO. 80-0293132 \ '' '- '365.- ~LLEGE BLVD ·"::.'.>-" ,. --, \ . l t- . J . t - 10+00 \ I \ I ' I I I TC = CL + 0.06' UNLESS OTfiERWISE SHOWN --1 - ' -~~i-,-:;;_:,.:._:~~~~~':-Jt~~~~=~~~~..:,.;..i_:_.;l -. -__ , -, - i . ) I i 11+00 -----. " . . . ; ,. ' /00,00' VC'«l'-ST,U-fJ!+JQ,00 ---, _ · -/?-'II Et= 31/!0,40 --_--£1"' ~t0.00%; EJ!"' ":'-2,00% i ' 12+00 36{) i -' l --]- ·1 ' --;--• !----] I -> _J I ' t - 'RtGHT,GURBi Pf[(}F/££ •·rw.fiID. @ .. ~.mr .:f!ll&IQ]'. --i . i i ' r j __ _ PROFILE SCALES 1 "~,c· I" ~4' PARKTNG AR.EA DATA 1--RC.\4ARKS EXISTING IRREVOCABLE OFFER OF DEDICATION FOR 20' TRAIL GRANTED ON CITY OF CARLSBAD MAP NO. 14541. ,,.---:;;;,--.._UTIUTV ACCESS AND PG'BUC TRA}L PA.'1KiNG EASEMENT PER CT O ·i -01-. I, B[Af?ING/O[:.,.TA RADIUS L.ENCTH I N 38'42'04" £ 23.45' EDGE OF PAVEMEN 32'32'44" 30.00' 17.04' EDGE OF PAVEMEN EXISTING PIPELINE EASEMENT GRANTED ON JUNE 13, 1979 PER FILE NO. 79--243270 ---s:-- Ii ~ ii5 ~ '!l (5 Gifl ,: fa '1 ' i:.::, ' \\ h -1·. .. SUBDIV/SION BOUNDARY -- FOi< 1,/£[)/AIY Jl,RE!A Stt .RIGHT g; G PENINSULA DRIVE ""-----...._ PROPOSED PR FINAL £Nf:RAL UTILIJY EASEMENT P NO. CT 01-04 MEDIAN I [] AREA Ei' -+----'-='--------'==------------ C..:Cc--i---C..:N_6=..':::09=-='2:::o_· -"£'----+----___ -~--=2=5.cc9.:c_6_' -=EO=--G=E OF-PAVEMEN 18'35'48" 46.00' 14.93' EDGE OF PAVEMEN D N 24'45'08" E 4.76' EDGE OF PAVEM£N N 65'14'52" W 16.79' EDGE OF PAVEMEN N 24'43'02" E 7.65' £DC£ OF PAVEMEN H 124"24'38" 5.00' 10.86' EDGE OF PAVEMEN N 79·19•50• E 22.10' EDGE OF PAVEMEN N 10'40'10" W 16.00' £OGE OF PAVEMEN l-"K'-+--.:.:N_:_79=--'..:.1 :,__fl':::50=-----• -"E'---i-----~-----+--'1-'-7.:.:.9:..:4-_' -+.:::E::::DG::.E::.....:0,.,__F PAVEMEN L 153°41'48" 5.00' 13.41' EDGE OF PAVEMEN M N 74'21'58" W 18.21' EDGE OF PAVEMEN 1-N--+-"N--'--15'--.-=-38'--,.C-0-'-2~. -'-'£-~-------+--4-1-.0-0-•--+-=EDGE OF PAVEMEN 0 N 74'21'58" W 34.62:..:'--c-=£=0-=G=E_O:_cF___:__A:..:A:..:VE=M-"'E"'N 1 P 66'55'59" 5.00.,,__' ~----=5=c.B::.4:...'.....c...:E.=OG£ OF PAVEMEN Q N 38'42'04" E 12.25' EDGE: OF PAVEME:N 20 40 50 SCALE-1"0 20· ENGINEER OF WORK ~EVJEWED BY: <Zc:.tfd~ s/"f/01 ' PEC7 0R GAE r·-·----------------+-------_____________ ____. ___ _,___ __ _,__ __ --1 · --i!MPROVEMENT AND Uf/UIY PLANS FOR: 1----+--+------------___ .. _____ --1--+------+---+---l I CALA VERA HILLS VILLAGE "U" ,_ __ _J. __ .....,,~,---· --·~··-"· DATE INITIAL I ~ NGJNEER OF WORK\ REVISION DESCRIPTION ~ DATE INIT!A1.-. OATI.: lNJT!AL -.. , ___ . ----------· ----l-"'---.C...-'---=~--1 OTHER APPROVAL CITY AP?ROVA'.... A0 PROVE) ~ cNGIN DWN BY: M.M,/..J.D._. CHKD BY: _;,,,, ,-,~-:,,;;;;;;',_,;;:.,.. RW/D BY: ~/ , , PRO,JFCT NO. CTOl-04 ~:\0227\&fiiq lr~pr overrents\O2271bO3.dwc;L 1275JD€c--16-2J03: 17: 1f:. DRAWING NO. 407-6 W.O. No. 553-164 BIN : \010204 ' \060105 . -----, . -_, -_- l- 17,::,,:, : .. 9v0--· 1·.---- --- C --0 --- -' __ , L Y--.. · -_ --,_ --.... . ----y.· -1-- -. _ --~1 -1 __ LF"' ,r "" f:97$ ... rYr [. . / :_, ,'/ --1 --~/- --r - f i >~ FlRlt (A · , 1 ·. E\?J i1k· "( _, z: CENTERLINE DATA BEARING DEL TA 60"50'40" ? N 1 SJJ'oo· E J 14"04'30" 4 N 0•31•30• W RADIUS 100.00' 400.00' LENGTH 106.19' 68,44 1 98.26' 121.11· CURB DATA 0 BEARING OELTA RADIUS LENGTH 60'50'40" 17 7.00' 124.25' 2 N 1s33•00· E 68.44' 3 14"04'30" 383.00' 94.09' 4 N 0"'31 '30" W 127.1/' 5 N 0-31 '30" W 127.11' 5 /4"04'30" 417.00' 102.44' I N 13°33'00" E 68.44' 8 60'50'40" 83.00' 88.14' WATER DATA BEARING DELTA N 54'26'57" W 2 N 31'56'57" W 3 N 13'J3'oo· E 4 I 14a04 'JO" .. 5 ! N 0'31 '30• W --,--s N 83"29'15" W 7 ! N 88"45'11" W RADIUS 412.00' LENGTH 15.BJ' 28.41' 137.72' 101.21' 127.11' 15.00' J9.00' SEWER DATA BEARING/DELTA N 13"24'00" E 2 14•04•30• 3 N 0'31 ':JO" W RADIUS 400.00' HUNSAKER & ASSOCIATES PLANNING 10179 Huermekens Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX(858)558-1414 LENGTH 77.67' 98.26' 127.11' REMARKS REMARKS 6" TYPE G C&:G 6" TYPE G C&:G s• TYPE G C&:G 6" 7YPE G C&:G 6" 7YPE G C&:G 6" 7YPE G Cl<G 6" 7YPE G C&:G 6" TYPE G C&:G REMARKS 8" PVC CL-150 a• PVC CL-150 8" PVC CL-150 a• PVC CL-150 8" PVC CL-150 4• PVC CL-150 4• PVC CL-150 REMARKS a• PVC SOR 35 8" PVC SOR 35 8" PVC SOR 35 EXtsrlNG GEOGRID RETAINING WALL PER DWG NO 390-9 PROPOSED GENERAL UTILITY EASEMENT PER FINAL MAP NO. CT 01 -04 "' "' SEO GUARD RAIL -..... ~ ---------::..----:;-·., ~ ~ ~ ------ s ---0 DWG M-JO 12+14.05~12.00' T 22.50' BEND & TB (ANGLE=23'15 '06") .. · .. 0.· .. ·>' 'l-. · ... ef .. · -,,/' '' : ''' / ,., -. . '"''->·•· ... · •.··.••· •..•.•. ·' •. · .. · .. ·• .. i'o.,;~, •• ···.·· &<&>~ &~.<Y"~ Ji ~ - C~UT!ON-CXISTING GfDGF?fO FABRIC WiTHJN TIIC F?/W IS TO RF /\1/0.'0F!J WHFRr POSS/Bd:" e~TWFF.N SIA 12+00 (~) u+oo ' ! ' '. -~ - ---r:---_J_ . ------t . . I •. ·J. ,· .... 1 · I f -"1 ·1 ~-. -I. -~ ' . ' ., . .i .. -: r--• i ---, -L j t -_-::,:_-:j:~--- -.-j,- ' ' v TC = CL + 0.06' UNLESS OTHERWISE SHOWN '/•-1 ---· ., - - -r i t i ~ ~ C, ~d --. ' . ' F Sl g + ..,. -"'f+ i-:.H·~---,.~-ic-+----'is~--l-l~-,;'-'i-~·~-+:rr /". ·, .. . . . " ~~~'"'-'~ PENINSULA DRIVE I . . ., ,.i -. I I •· ! 15+00 ---i - . -· -_t ---.-. ·J--' I . l - 16+00 ;;:;;;; I .. -----t __ _[ -------------"- ••• j ' . --- -' ' . -· ·:.:.:.3se :. ,.. :. -----: - PROFILE SCALES HOR!Z. 1"=2□· VU\I. 1"="-· ---- 0 20 40 60 I -----~ ' SCALE 1"=20' ENGINEER OF WORK -') I .. -V¾L_ ~JR< R ONO L. MARTIN 1/2/s-/4 3 ' DATE R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" ~£~L © iJ>. -· ... ~" REVIEWED BY: J '1~ Of" Cf,)..lf <Z.t , .. 4 I ,J---..,..--';,;;J~··....;· .... ····· .... ··· .... ···'-L-----..li _____ ._ ...... ;;.;••._.,...,. ... L;;;.::,....;....;_, __ """!' __ ""T ___ ...1,""I~~ ECTOR DATE 1----+-----+--------------j-'-~-----y---+: --; ~ ''CITYEN~~RIN~~~~~~A[) 11 Srl:~TS I !------+----+---------------------_, __ ,. ____ -------t----+----,f----1 ,-------==:-=---=--=c-::=-:--::::--c-:c-::-==----------7 IMPROVEMENT AND UTILITY PLANS FOR: CALA VERA HILLS VILLAGE "U" PENINSULA DRIVE 12+00.00 · 16+00.00 DRAWING NO. 407-6 W. 0. No. 553-164 BIN : 010204 \060105 ' c __ -...: -7 --t ' . -. "" ' i'· . : :-: . --> -;---:_---__ --;-_---_ r _, () INDl(/f,j1{{ ifri.d. tt.'iv. .' , J . . [ 'j 1/i(Ol~TE:S tltv: ffllJM AS BU~ T of?AWliv~s , , . . ... _L-_. :~--._.L -- - -; ________ , __ _ CENTERLINE DATA ElE:ARING DE:LTA RADIUS LE:NGTH REMARKS · 172.51' N O'J1 'JO" W 2 73'02'52" 100.00' -----------~~---------; 127.49' CURB DATA 0 ElE:ARING/DE:LTA RADIUS LE:NGTH 1 N O"Jl 'JO" W 74.40' 2 25'50'J1" 10.00' 4.51' 3 25'50'J1" 10.00' 4.51' 4 N 0'31 '30" W 89.J9' 5 73'02'52" 85.00' 108.J7' 6 73'02'52" 117.00' 149.17' 7 N 0"31 '30" W J6.9J' 1--+--~~----+----~f----·--· 8 2J"JJ"2J" 30.00' 12.JJ' 9 2J'J3'2J" J0.00' 12.JJ' rn N O"J1 '30• W 15.00' i 1 2J'J3'2J" J0.00' 12.JJ' 12 23'J3'23" 30.00' 12 . .33' 13 N 0"31 '30• W 72.62' WATER DATA RE:MARKS 6" TYPE: G C&G 6" TYPE: G C&G 6" TYPE: G C&G 6" TYPE: G C&G 6" TYPE: G C&G 6" TYPE: G C&G 6" TYPE: G C&G - ------- --- 6" TYPE: G C&G 6" TYPE: G C&G 6" TYPE: G C&G 6" TYPE G C&G 6" TYPE: G C&G 6" TYPE: G C&G RADIUS L£NGTH REMARKS 2 11·15•00· 3 N 11"46'30" W 4 N 34"16'30" W 5 N 56"46'30• W 6 14'15'04" BEARING OE:LTA N 0'31 '30• W 2 22'03'4-f' 3 13'41'59" 152.81' 8" PVC CL-150 200.00' J9.27' 8" PVC CL-150 24.00' 8" PVC CL-150 43.70' a• PVC CL-150 3.92' a• PVC CL-150 200.00' 49.75' 8" PVC CL-150 -~-~ SEWER DATA RADIUS 200.00' 200.00' LE:NGTH 172.50' 77.01' 47.82' REMARKS 8" PVC SOR 35 8" PVC SDR 35 8" PVC SDR 35 STORM DRAIN DATA BE:ARING DE:LTA RADIUS LE:NGTH N O"J1 'JO" W 93.42' l--+-------~-----.+-- 2 73'06'36" 90.00' 114.84' 3 N 89"50'42" W 4.96' 4 N 89"28'30" E: 24.96' REMARKS 24" RCP 1350-D 24" RCP 1350-0• 18" RCP 1350-D 18" RCP 1350-0 *8' LENGTHS, 5' BEVEL ONE: E:ND i 5 16+76. 73 -<,; 5 " <l .i ~ ' <o "' - f:.' r;: ~I~ --:ii~ 16+76. 73 LEFT CURB TC = CL + 0.06' 16+00.00 TO 16+74.38 .,!u: C"i : • ~:u ~ro "'1--, 5 ·,----1 !l I, "',---.--~-J ! i L--------~I C/1 TYPE B-1 INLET. L= 15' N.T.S. . -i..: (0 it.L . <o 5 LL " <l -1. -<J 0 ••(J ,.: ., ' ~: '.1? • + 0 +lo "' -~i-IO "' --~~ r-------~, ~r;: ,. f:.' r;: l----1 ii (0 i l") " •I ~i"q-"' ;t; f',.,'c,, ]L---~I ,o, --1 • d ioi ~ ~ -10 :ii i :ii :!l ';:i; C/1 TYPE B-1 N.T.S. INLET, 1= 19' L, "I>' \. °'' •,o . "' Q -:i:: ., "'S: . "1 . .... "' -<> " +~+ "'... "' ,.._ V)O'I .... RIGHT CURB TC = CL + 0.06' 16+00.00 TO 16+72.59 LEFT CURB TC = CL + 0. 10' 16+83. 70 TO 19+00.00 RIGHT CURB TC = CL + 0. 16' 16+96.57 TO 17+11.58 ' ' _ _,__ ---- - - -' RIGHT CURB TC = CL + 0.06' 17+35.56 TO 19+00.00 1/i:L=35' :.; . (:tik -2,:0/f/%,: 1,;2.¥ J . ;% : "'"""""""'". ~----------{ : . -: ' ,---~- :JJ:'N: -j - "'"'; ' ' [ .. ,,. ' ---,--- r'' . i .' ",·:, . .>i I;; o::;! Ii .,,_ R -I ~ g"'- -;. +~~ ., o II --_, .. .ORIGINAi. .980 .. . • . . · · OVER . STFIE:t:r ·· · ( . "-. jJNTE:RLrE: \ -;;_ -~J- ' . . --. ._ - t_.f; ,,,, hf4. ·• .• · .. , .• 1 ~ l;>,6. . '' l··~e,..., : s,· .... ,.so --t_-~ ,,. ~· . -~ ~ SE:E: SIGNING AND STRIPING NOTE: NO. 20 ON SHffi 2 0 :;J + ., - PENINSULA DRIVE IQ -~ ;!: - . . . . I· " ., o; ~ &l "' -al ;!: - 18+00 : ; 33.J. . : r:r-2)1.5'' e, .·, ~.:.·.;, ···"!-,_:;: HUNSAKER & ASSOCIATES SAN DIEGO, INC Pl.ANNING 10179 Huennekens Street fNGINEERlt-.iG Sao Diego, C.a 92121 SURVEYING PH(8S8)5564'i00· FX(858)5.58-1414 . ~l --------1- i, . '"(:·~-' . -, ---' "-T-----; t • ' . _-.. l -:. ' . f _-_; ____ )_ "1" I .··i - -----{-_--, ---_ :_· -., _. ' • ' ~ -1 -I $,jc.: ~~ .. ,=.c~.c.="'-1'-~-+-----'_cc_-'-'-~-+---=----'---'-=-c±-~-c---• . i · 1 '"t --· l-., . .. . . . .. . , .. j ' ' J -·,217•' ···, ,; .• · .. '.·•·· .. fQP OF ··' .• LEfl cuk'ti j. , '2l5 .. , . <., : 1 ' ' -1.~-- ···t - -+, ' ' I ----\ __ _ _;:1---. I" , -r· . l·,._-_ -------. ; i . 'I·' ,. . ---------j-· .. '" ' ··.j· . r ----· . ,.. +--' _; - --·-----1--.. --; l . PROFILE SCALES ' ! i 'IOR!Z. 1 "=20' i j VER' .. 1 "=L' • •' 20 40 60 . . . . . . . . ', ✓--• . . I .. . ~~~ ~ I CiJ '°" ~ o:,';1 a ....: .. 4J t.r) °' ?5 ~ +"' ~~~ ~ l ., - ----- ------------------------- ---- ---~-------~--- £ u,9g.9jjfj_711 -~. --·-- l·fl·Ql ~LM Ge/"-/04 1!!-.M. ll\¢.6...ll-::,t:.O ?I~ Ol~A~ !CF COl':.f'!.!Oo!<'------------- DATF 'NfflAL 2:NGINEER OF WOR!< REVISION DESCRIPTION __ I ' SCALE 1 "= 20' l~'f~ ~\f-i ft!. NO.C-48670 ';i ,xp. U6-3Q.Q8 .J',r, CfY\¼""'° '-1l'foFc~~ ~t>.Of ESS /~ Y"L. ? tr ~ ,_ ~ " ~ % i: 0 NO. 48670 ~ '#_ EJ<P. 6/30/04 ;' ~ -,'f'. -1Jt OF' CALI'~ --~---~· ~ --··-- . ·~ ir ~. DATE INITIAL DATE !NJilA;_ ··------ 0 f HER APPROVAL CITY APPROVAL --·- ENGINEER OF WORK ~~~ 1Z-/~J1 DATE R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" I~,,~~:::~ 'i/lz./o? DATE REVIEWC:C BY: <7 ..... c. ... I 5/"lh'l INZPECTOR DATE F ~ CITY OF CARLSBAD SHEETS 15 s ENG:NEERl,G DEPARTMENT "----~ IMPROVEMENT AND UT/UTY PLANS FOR: CALA VERA HILLS VIl,LA GE "U" PENINSULA DRIVE 16+00.00 · 19+00.00 ---·-· ------- APPROVED LLQY[) .HUBBS 8 Y-l 4•ifc -rr;;..?. ~-£,:; "4' 1~;~3 CITY ...... GINEE"-RCE 2~9 tXP.12/31/05-DATE ----· DWN BY:.~ PROJECT NO. CHKD BY: CT 01-04 FNWD BY: /: ------ j DRAWING NO. 407-6 W.0. No. 553-164 BIN : l \010204 \060105 (Ii 9. -(Ii ·r • i -----1 •••sef-••~ -~ - 1 - -1 -I -- i - - i- ·: -·. 1 --_, - --l -- }- -' -1· j ( ) JNl)/CATt$-Fit:µj £LE¼ -l ----- f J IND/Cl,, TIIS f;/J;,I. FROM AS Bl.It T Df?,fWJNGS -, I , - CENTERUNE DATA BEARING/D£LTA RADIUS LENGTH REMARKS 100.00· 82. 19' 2 N 59•20•00• £ 23.59' 3 50·15'00· 100.00' 87.70' < N 70'25'oo• W 55.51' CURB DATA □ BEARING DELTA RADIUS LENGTH REMARKS 4T05'38" 85.00' 69.87' 5• TYP£ G C&G -~--+------;-----~+-~---------; 2 N 59'20'00" £ 24.63' 5• TYPE G C&G 3 23"15'49" 10.00' 4.06' 6" TYPE: G C&G 4 28"03'19" 10.00' 4.90' 5• TYPE: G C&G 5 45"27'30" 117.00' 92.83' 5• TYPE G C&G 5 N 70'25'oo• W 56.51' 5• TYPE G C&G ~-~---+--------+----~+-~--------, I N 70'25'00• W 56.51' 6" TYPE G C&G 8 37"13'47" 83.00' 53.93' 6" TYPE G C&G ---+--- 9 16'43'27" 30.00' 8.76' 6" TYPE G C&G 10 29'44'40" 30.00' 15.57' 6" TYP£ G C&G 11 N 59"20'00" £ 14.99' 6" TYP£ G C&G r2 19'43'54" 30.00' 10.33' Ii" TYPE G C&G 73 30'18'16" 30.00~' -+--,5-.8-7-,c-t-6~"~TYP---'£ ___ G_C~&~G----I 1---+--~~----+--------~- /4 36'31'16" 117.00' 74.58' 6" TYPE G C&G 8'14'56" 2 N 79'16'30" W 3 N 78'13'30" E 4 N 33'1330" E WATER DATA RADIUS 200.00' LENG11-/ 28.79' J.92' 42.20' 46.71' REMARKS 8" PVC CL-150 Ii" PVC CL-150 8" PVC CL-150 8" PVC CL-150 5 N 55'4J'JO" E 13.69' 8" PVC CL-150 6 N78'13'JO"E: 42.11' B"PVCCL-150 I N 79"16'30" W 30.67' 8" PVC CL-150 8 8'51'30" 200.00' 30.92' 8" PVC CL-150 ------------------- - 9 N 70'25'00" W 34.67' 8" PVC CL-150 l---+------=_c__c~-----+-------1------=-'-c--+-"---------10 N 15'33'49" W 16.91' 4" PVC CL-150 I I N 19'35'00" £ 15.00' 4• PVC CL-150 STORM DRAIN DATA 8E:ARING DELTA RADIUS LENGTH 44•45'39• 90.00' 70.31' 2 N 61'36'14" E 7.35' !----+-=~~----+----~-+---------3 47"58'46" 90.00' 75.37' 4 N 70'25'00" W 84.16' REMARKS 24" RCP 1350-0* 24" RCP 1350-0 24" RCP 1350-0• 24" RCP 1350-0 *8' LENGTHS, 5' 8£V£L ON£ ENO BEARING/DELTA 8'21'45" 2 N 71'58'50" E: 3 10'3/'02" 4 N 70'32'30" W SEWER DATA RADIUS 200.00' 200.0D' LENGTH 29.19' 129.27' 36.71' 52.26' RE:MARKS 8" PVC SOR 35 8" PVC SOR 35 8" PVC SOR 35 8" PVC SOR 35 i LEFT CURB TC = CL + 0. 10' 19+00.00 TO 20+06.69 7' I £,...,. C ~ tR,O : -_---1 ""-'1,0 - .. _ '? •--':"' t'1.J52, -- -; _-- . 1 . --. . . . t· , ;-_ -i - 19+00 PROPOSE:D GE:NERAL UTILITY EASD.IENT PER FINAL MAP NO. CT 01-04 LEFT CURB RIGHT CURB TC = CL + 0.06' 19+00.00 TO 19+63.74 TC = CL + 0.06' 20+14.15 TO 21+50.00 F ~ -,.. ?; ___ ;·_- --:----·_ - - 20+00 h (I) ~~a' Cj ~ "' c;~{; ~ -Q flt) Q.;: J, §!-. gi ., "' t-.:. II o f!1~0 l f'•· >---., ~ R!c:i ( tj ~~ ~<1 (.) -~ c:::i + I • "' ), - --- g) ~ fs1 fil 0.. -0:, .., ... <ti --1-"' i-?; i SEE SIGNING AND STRIPING NOTE NO. 20 ON SHEET 2 PENINSULA DRIVE ·- . ---;_- - l' RIGHT CURB TC = CL + 0. 16' 19+86.48 TO 20+01.48 21+00 >~· --. :::;i '.,.,, ' . w • RIGHT CURB TC = CL + 0.06' 20+28.52 TO 21+50.00 --1 -. --i -_-_;-_ ---t· :.··--_-j-- 1 -•-1 ---t . ··1 __ , _____ ------t-~--,_ • ! -~ 5 20 w HUNSAKER & ASSOCIATES SAN DlfGO, INC "f1S-8l/lL 7" PLANNING 10179 Hucnnekcns Street F:NCINEfRlNG San Diego. C1 92121 SURVEYING PH(858)S.'i8--4500, FX{858)558-1414 DATE i\JITIAL REVISION DESCRIPTION ENGl,EER OF WOR 0 20 40 60 ----- SCALE 1"=20' DATC: -i. 1~-0.Q L{ _-:.. ;_4•_~ ifJI -11,91%. ----+ -i -f. - J-_ -"i - . 1'""'".;_-'-'-.;.;..--==-'-';;.....;..;;'-'-'4 i PHOFILJ<: -t SCALES ·---J HCJf-(: /. 1 VERT_ .-----E::::N-:-:G:-:-lc:cNE::-:Ec::R=-=o-=F-:W=ORK 1 ",;;::20' 101 -4' 2 ::•!.£~ 1z./s;l~3 ~~-'-L. MARTIN I DATE R.C.E. NO. 48670 EXP. 6/.30/04 "AS BUILT" ~~!L. REVIEWED BY: <-M .. lll"-_ ~2- 0ATE w_o_ No_ 55.3-164 BIN _ 010204 060105 2 J □ 2 J 4 5 6 7 8 .9 ' ' BEARING/DELTA N 10·25 ·oo • w 36"42'45" N 33"42'15" W . -·'--'------, - CENTERUNE DATA RADIUS 100.00· LENGTH 61-82' 64.08' 124.11' CURB DATA RE:MARKS BEARING DE:LTA RADIUS LENGTH RE:MARKS N 70"25'00" W 61.82' ;;• TYPE: G C&G 36"42'45°"~----+--1-1-7.-00~. -+---"-74""_9=7c.,•~-'6C.,"c-'-'TYP-'-=F-G=-:C:..:&::cG:__ i--N 33°42'15" W 124.11' 6" TYPE G C&G N 33"42'15" W 124.11' 6" TYPE G C&G 26"12'31" 83.00' 37.97' 6" TYPE G C&G , -, N 21"46'28" £ 20.28' 6" CURB N 68"13'32" W 24.00' 6" CURB N 21"46'28" £ 20.76' 5• CURB N 70"25'oo· W 52.98' 6" TYPE G C&G t---~ WATER DATA BEARING/DELTA RADIUS LENGTH REMARKS N 70"25'00" W 61.82' 8" PVC CL-150 t-:-+-c-c--c-cc--===--+------+----"==c--+--=-c 2 N 6/'10'08" W 7.32' e• PVC CL-150 3 16'49'43" 200.00' 58.74' 8" PVC CL-150 1 .5 N 42'35'49* W 4.85' 8" PVC CL-150 N 33"42'15" w-c--'------1--12_4 ___ :..:,1~·--+-'8~.c-'P--VC'-'---"c=-L-----'l5:..:0:.._-1 STORM DRAIN DATA BEARING/DELTA 1 N 10·25•00· w 2 16'36'25• .3 N 33°42'15" W t---+---4 N 33'42'15• W 5 N 50•23•32• £ 57°00'48" 6 RADIUS LENGTH REMARKS 89.79' 24" RCP 1350-D 93.00' 26.96' 24" RCP 1350-D* 706.21' 24" RCP 1350-D 13.90' 24" RCP 1350-D 22.37• 18" RCP 1350-D 22.50' 22.J9' 1B" RCP 1350-D** *8' LENGTH. 5• BEVEL ONE END **4 • LENGTH, 5° BEVEL BOTH ENDS SEWER DATA 8£:ARING DELTA RADIUS LENGTH REMARKS N 70.32'30" W 61.82' 8" PVC SDR 35 2 12•37'33• 200.00' 44.07' 8" PVC SDR 35 .3 N 35•50'39• W 57.95' 8" PVC SDR 35 1--4~_N_3_3_'_42_'_15_•_w _ _,_ ____ __j__--=9_;_7.C,C7:C9_' _)__=8_" PVC SDR 35 ~ ___ J_ - 21+00 PROPOSED GENERAL UTILITY £A!i!cMENt PER FJNAL MAP NO. CT O 1-04 \ - -__ l_ - 'f"T'S-4----:.:.:"~-,;:_;--- ·-22 +00 . ' ? ,c:c ! "' "" a; _g .. ~ \ \ TC = CL + 0.06' UNLESS OTHERWISE SHOWN ' -"---~ ·~1 ---~ 23+00 ~ ' ., -c:i d ~zj + + ' ~ "' «I "'"" PENINSULA DRIVE PLANNING ENGINfERING SURVEYl~G f \ HUNSAKER & ASSOCIATES SAN DIEGO, 'NC 10179 Hvennckem Street San Diego, Cs 92121 PH(858)S58-4500 · FX(358)558-1414 24+00 .. ·.· '. b::/[.',q ' I::f;J ~· "<! -1~ • ! i ! : --·---- -... ·---___ ,_ ~---··-. -·· ·---· {·/{·01 RLH ---------· --,. '··-···· oeJ,<-104 "LAA DATE INITIAL ENGINEcR OF WORK! ' • 5 "' lL'. i lL'. 5 "' . ti " 0 '.;: ' ' 0 0 "' lL'. ~ --" . " ·o --·· ~ r ---~ I I ~~ r----~ I I L--------J ,, -~~ f:-2~ f:-2 r;:: ~~ "~ ~~ ~~ ,., "' r.ci lO gg <o u-j ~~ 23+81. 78 C/L TYPE B-1 INLET. N.T.S. -IL'. ' -u; . "' . 5 ,.._ -IL'. 5 " 0 " 0 " . iii 0 ... "' ' ;J; "' + a + ~ -!:' 0 "' -,, ' ' ...._ f2 rt ~4:'. ,. --I f:-2~ • -'! I r-..-"' 0 I: I ~~ "'" 0) -, re cc ~~ (0 to ~g co II) 00 ., '"' 23+63.21 CLL TYPE B-1 INLET. N.T.S. ·---·--· ·----------- ---- - ~~ i <.i + ~ <O f:-2 r;:: "' "' o"' ~~ L= 17' -IL'. " . ·o R ;J; "' "' f:-2 Ii ~:a ~ ~ L= 13' ------·-·· l J:: ----- --.. ·- ----I 1---·----· t;;J.:;,;~U:,l :,,:,-,r 01-,:,, AUce. "-"'f'!.1"-lr::'.>OR.. DA!E :N: TIAL REVISION DESCRIPTION O-:HER APPROVAL :m 19:i t fii''li ,,~ -~ Iii NO. C.48670 \£ Exp 06-30-08 / ~'l°J;!V'L /,-,__£ 'OF~ ~l"JfEss1~ r,L. ~ ~ 1; t;'~ ---'.Z iii S NO. 48670 ,.., "';. EXP. 5/30/04 ;f J\;,; ... :,..'t" -,~ Of" C/.1-\~~ ·~-·-·· I s~;E1 I 1 t --- -l . -1-- --T··-· - -' ' PROFILE SCALES 20 I SCALE 0 "=20' ENGINEER OF HJR Z, VU,l . : /4Q WORK 1"=2J' 1 ., ::::LL ' 60 ~o7~ R~ARTIN I <-,/2;/4 3 ___ DATE R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" ,6~ 7~ -·-Y/2-/47 lfRJ 'IIONP l.. MR/fTIN RCE '18670 EXP. 6·!!0-08 DATE REQD BY: g-f:/01 f..,,at,..U~--·-. - INSWECTOR DATE I---·· ~ CITY OF CARLSBAD ENGINEERING OEPARTMEN'I ' ·-·---------. "-i IMPRO'✓EMENT AND UTILITY PLANS FOR: I ----- u.. DATE INITIAL CllY APPROVAL CALA VERA HILLS VILLAGE "U" i PENINSULA DRIVE 21 +50.00 -24+00.00 ' ·-·-····--~ APPROVED LLOYD HUBBS qy .... _ ~~ · ... i!ii l I k:i>l CITY ENGINEE RCE 23¥ _.EXP.12/.31/05 +~E . .. OWN BY: .-Mjj,/J.D._ PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: ,. r-, o• CT0l-04 407-6 W.O. No. 553-164 BIN : i; 010204 ..... a ..... (JI I ~r. I . ' ·1' . . . . --1 ,. -,_ . -1--' i --L . ' ' i ---~ 1 . ' -l-- ' ·-• J.1(!) --· . : --_; ·3().5· ' ; __ ,_-_; - -. . . --' " --- ----- ' -----· ~01 F:Ti r_.,-.,q, ~N,· ·tr.r. . . . .. th --, - -' "" . . iilf+-,-'-+--=--c-'-+-'--'--""'---'-"-'-+-'-+~-.--'+'-=--,s, ~~ 19.00 ii .:; 4 f Pl!C- (>. J2.6$% .. -"!' -... - - -_, - - 1) '{F ~ 4~ PVC :89:tr •··· . . . . ' . .:..;.. .., ,., JI ... --. "i,;JJ;;/. !f FIR( I..A;TE ...... · . ' , 2 - . - -' - ! • • -• -' • ' --< • __ J-__ - ( ) INOICATE;si Fl§.LOc f:1,.(!)I. ,. . ... . I .. . . , . [ ] INQICAT.:s E:L(i)I. m<JM A$ tN./;.,T DRAWiN~ 1------·-··---·-_,_----' --· _i CENTERUNE DATA BEARING/DELTA RADIUS LENGTH N 33"42'15" W 21/l.42' CURB DATA □ BfARING DELTA RADIUS LENGTH N 33"42'15" W 174.07' 2 N 33"42'15" W 194.83' WATER DATA BEARING DELTA RADIUS L£NGTH N 33"42'15" W 215.17' 39.00' REMARKS REMARKS 15• TYPE G C&G 15• TYPE: G C&G REMARKS 8" PVC CL-150 4" PVC CL-150 2 N 55•7 7•45• E I-"'-+-'-" 3 N 56'17'45" E ---------------f------------< 15.00' 4" PVC CL-150 ---~-------~-----~------------ SEWER DATA BfARING/DELTA RADIUS L£NGTH N 33"42'15" W 218.42' STORM DRAIN DATA BfARING DELTA RADIUS N 33•42•15• W PLANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO, INC 10179 Huenne~ens Street San Diego. Ca 92121 PH{858)558-4.SOO· FX(850)558-1414 LENGTH 211.60' REMARKS B" PVC SOR 35 REMARKS 24" RCP 1350-D ·.··· .. ··~ •··•··•W---- ----. I i T(fP.OF .·· 3.$8-. . RIGHT • CUR . · .•.. · · ........ · .. '... • .·=+=·===-,''--i l ' I_ ..• __ ,_ ,~- . -__ :-.:-:,,,,,. -~----, .,__~-' -,A -;--:.., . l · PROPOS£D G£N£RAL UTTLITY £1\SEMENT ; PER FINAL MAP NO. CT 01-~ TC = CL + 0.06' UNLESS OTHERWISE SHOWN . .. ·1·· . t --·---------:r -i2" ----- ' .. ~ · ·. · aJ:: e· ·. · · '·. · . ··.. .. ·~-'--~•1114 -_; 21.S'f m-~:·oo~/0.05 .. """-'-·-~ ...... . ' +-. - -~ --: -_-,,..,_,-~, .• -;-., I PENINSULA DRIVE , . I I FOR SURFACE IMPROVEMENTS SEE SH££T 9 I \ \ I \\ I \ \ \ I \ \ iL INT 6+18.42= 4 14. \\ \ ' ,\ \ \ DRIVE EET 10 I ' • i -r .. . -------. . i ---. ... ··-- I . ' ---·· ----------. 20 ·····--- ·- --· --------- T" & "RS· 8Ult.T8 (· 1(·07 l<LM ----. ------T""" -·· ----- DATE !NIT!Al. a 20 40 SCALE 1"=20' <1\\GfESSto,,i,41 ~l'-ofESS I~ ~M-14c/~ I!/'$ ~.~ ~O !i'll . \'! ~ NO. C-48670 s:l ~ 't "'~ ·--&p il6-3G-08 -"' iii o NO. 48670 rr, ~ EXP. 6/30/04 ;' ~ Cl''\\, '~ ?:; IV "\~",;,. If or c~t1,~ ~ -':-.'t". -f~ OF" CALI~~ I ' ' i ' • ' ' ' ' 1 1 .. ' I i 1 ' ' i i : -~-----a ' --·· i • ' ' I ' ' DATE INITIAL DATE I INITv\L REVISION DESCRIPTION -· --------- ENGINEER OF WORI OTHER APPROVAL CITV APPROVAL . . -' -·-... -----· -- PROFILE SCALES 60 ii:JR ! Z . 1/ERT. -"-----~ • ENGINEER OF WORK ~~~ /Llffa.J DATE R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" -✓ .~~ w?/2? lf/1uf_(Jllt) l. MR tr TIN DATE 6·30·08 RCE 48£,70 EXP. REVIEWED BY: t,,,-,jC""-Cl'q-6/ .,_ Lrr:i I PECTOR DATE ~ CITY OF CARLSBAD i SHE!::TS ' 15 t cNGINEERING DEPARTMENT I ' r-------. -··-- IMPROVEMENT ANO UTILITY PLANS FOR: ' VILLAGE "U" 1 CALA VERA HILLS • ' PENINSULA DRIVE 24+00.00 -26+ 18.42 ' ' j APPR~E~ LLOYD HUBBS ?Y . .;:, .1 1-"'J?- ),/4,, "'~~G• 4 -" iCTY ENGINE_E_ RCE 2 :,:§g EXP.12/37/05 DATE ] . i OWN BY• M.M./J.D. i PROcECT NO. DRAWING NO. i CHKD BY:'~Jl!f; • ! CT0l-04 407-6 !RVWD BY: ,,r / . W.O. No. 553-164 BIN: ..•. </:·-... ::p• 310 T (f i i ,.1 I ~ •·~t~ ; • · -i : .,. -j 17tJp DE ·.tJ.O· .. LEFT CVRIJ i.·.· • · r• '· · .... : · '308--- - --' . --'-. . -, . "' t - -. : -. -' -. - -. . FTNJSH£D SUEFAC£ '. 01,1£8 .$TR££[ . i CfiNTER/./f,1£ · . . k1~tl ;::] ~"[Mil")< .• ·'P -,_ - . t l f I j I : .. I. l · ( ') INDiClrTES F/£LD £LEY. · TY il>/01&+1ES tt& FROM As'Bu r DFIAWINGS · 0 BEARING/D£LTA 1 N 52"51 '27" £ 2 22"5/"27" 3 N so·oo·oo· £ 4 N JO"OO'OO" £ 5 12·Jo'oo· 6' N 42·so·oo· £ D BEARING/DELTA 1 90"41"24" 2 N 52"51 '27" E 3 40'55'34" ---- ---- 1 7712'55" 5 52'25'22· 6 0'44'13" 7 14"42'40" 8 20'41'54" 9 N JO'OO'oo· E 70 N 42•30•00· £ 17 N 42'Jo'oo· £ CENTERUNE DATA RADIUS LENGTH 95.74' 150.00' 59.84' 54.99' 2.97' 150.00' 32.72' 53.92' CURB DATA RADIUS 20.00' 10.00' 35.00' 20.00' 130.00' 30.00' J0.00' LENGTH Jt.66' 2.74' 7.14' 47.17' 18.J0' 1.67' 7.70' 10.84' 19.24' 53.92' 50.62' REMARKS REMARKS 6" TYPE G C&G 6 • TYPE: G C&G 6" TYPE: G C&G 6" TYPE G C&G 6• TYPE G C&G 6" TYPE G C&G 6" TYPE: G C&G 6" TYPE: G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G )---- 1 l 1 . j . ! I l 10+00 roR TRAFFIC SIGNAL SEE owe NO. 407 68 ----I 12" WI I/TC LIMIT LIN[ __ - ANO "STOP" :..[GENO CL INT 10+000 = 8+01.83 COLL£G£ BLVD -,_ " --- -. --- 'Nf .Q._:..~ .::-::---r-o--, Weer 1 ~-~~~, . 1 . . . . ,;'"' '"-. " . I •,. .. ,.·j ···'s_,._. ... . . . ,j. "" . -," \-;.,· . . . ·J .. ----' --· ---- I l .. j·. . . 11+00 ;:-~,; NOT£: STOP S,'GN. "STOP" L[G£i\'O AND L;,1/T LINE ARE FDR INTCF/taA UNTIL TRAFFIC SIGNAL IS INSTALLED MID OPERATIONAL. 12 N JO'OO'oo· E 13 15"33'07" 14 21"41'JJ" 9.99' 6" TYPE G C&G 8.14' 6" TYPE G C&G 11.36' 6" TYPE: G C&G ,;;~~·~~' =~=---=----t---:3=~=0-=.oc:~07", ~--==c-+-=-c-~:=c-:=-==-ll:_,7i7'i7ir~8;5:7.#;9f9-f.C.;i,;'O:;jtl";c.~E;-:':;;;Y.~;o?.~.-ii,;j~""--=c::f:=:----_,.;~~~ 30.00' li'EMtJYE ENO Cl?P f t:tJNN -,;.._ 15 1 •. '1, 78 19 20 21 22 ?3 4~37'58" 13.75' 6" TYPE G C&G 110.00' TtJ Et 1ST. 8 ° fVl?Te/it 1'1;11:· -------------- 37'19'11" 90'19'48" 13.03' 5• TYPE G C&G 55. lll' 6° TYPE: G C&G 20.00' PfVtt. 390-9 --:~---+--3-5-.0-o-• ~----+------.cc--" [303. 57 Tl'J 40"55'34" 10.00' 7.14' N 52'51'27" E 3.80' 89'1B'J6" 20.00' JI.Ill' N 52'51'27" E JJ.08' 180"00'00" 4.00' 12.57' N 52"51 '27" £ 6" TYPt G C&G ---- -. -. 6" TYPt G C&G s• TYPE G C&G 6" CURB 6" CURB .. SUBDIVISION BOUNDARY i ' i JJ.13' 6" CURB ,_2_4+-1_B_o·_o_o·_o_o_· __ _,t----4_._oo_· ___ 1~2=.57' · 6"CURB._.---,,;;,o;,;r;,,s.=,o;:,·,.,9;.3,,.•====+-=~=--...... -✓ 25 1'37'19" 146.00' 4.13' 6" CURB 78r04. 99 t:tJLLE6E LYP. 1,-2-6+--IB~O~'O~o~·o-o~---~t----'--C:4.CC.OC:O~. -'----,..c2.cc.5c:7~' ---!--.:C.6,,,--""C.::.UR:..::B=--------1 CQNGT/i'UCT Pl:trM., Cl?P 1/' i-c-1-=.c.c:.c...cc:. ___ t-_..:.::::.__ __ .c::::::_:._-i....::_..=:=-----ll fV/ 2" 13/J 1?86£,MB Y !.-=2'-47--'--1'J::_:7_'1:.::9_" ___ --+-_1:_::5:.:4c:.0.:.0_' ~--4.:::.3:.c6:_' -i....::.6_" ..::C::,URc,B:__ __ _j'[ 302. 04-T PJ · · _,: .... ./, 28 180"00'00" 4.00' 12.57' 6" CURB '--'..__... -----~--~~-~-==-L..C-==-----' ' i 2 ~A'ii:IiDATi>·, BEARING/DELTA N 53'32'52" E (3'4-2'56" RADIUS 200.00' LENGTH 72.((' '17. 88' REMARKS 8" PVC CL-150 6" PVC CL-150 t~:~b~<i.~....,,~~E~~1=~~~~A="-'-=rl-lC 18.08' 6" PVC Cl-150 1. 8" PVC CL:.:. {50 \ 5 2'40 05 200.00' r.--~--~~---+------+-----+--- 1. 6 J}N_42'JO'oo· E -J 9.31' 8" PVC CL-150 46.74' 8" PVC CL-150 SEWER DATA BEARING DELTA RADIUS LENGTH REMARKS N 35'55'18" E: 27.58' 8" PVC SOR J5 2 6"51 '04" 200.00' 23.91' e• PVC SOR 35 .5 N 42'46'22" E 38.03' B" PVC SOR JS STORM DRAIN DATA BEARING DELTA RADIUS LENGTH REMARKS 1 11•44•05• 235.09' 48.15' JO" RCP 1350-D 2 N 42'46'22" E 46.82' JO" RCP 1350-D 0 0 ---._ ( ) ( ) ' ~ f '-' '-' " "' "'<;n -~'-' ~ + ll ~a,l + tl. ~tl. 5££ M£DIAN D£TAIL THIS SH££T INLET J II i ~ ~ :::; :::; ) C, " "l ' ~~ ~~ ~~J :~ +t> ;a: DRIVE !'i tl. 1ll ;g + - TC = CL + 0.06' UNLESS OTHERWISE SHOWN ·ti.. •299'69: Of)% G2=2; --:----,., ' ~ " "' ).. ~ <o VJ "'~ + .,. "' ~a: - i31f-• . j -.-,-- ··.+~· PROPOSED GENERAL UTILITY CASE:ME:NT ___.-PER FINAL MAP NO. CT O 1-04 . .... -. -_ · l:;l . . _--. -~"'- " -~------. " ~ ~ & ~ "< :§g I~ ~--II !ij "l!i ~ 0: 0.: tl. . -----· -------. --oo·:= - -----, _---, ~ "' + 0 - MEDIAN DETAIL 20 -:--., -r: -1- i I ·... ... I · ...... t··. l·· • l'1': ······-307 -• • I PROFILE SCALES HC~IZ . 1"<Jl)' \ VERT. 1 "~4. .. 0 20 LO 60 ? /~~ f(,µ'MOND L. MARTIN it'c.E. NO. 48670 EXP. 6/30/04 ~ DATE "AS BUILT" /":? "X¼k M~l'1f1RTIN Y/4¼7 DATE RCE '16670 EXP. 6·:/0·08 . REVl;:WED BY: -<7.-,u:.aM.J -·- IN"~"ECTOR -----+--------+---+--·· .<.-----.IL[ " -- . ~ ----- CITY OF CARLSBAD :. r-SH:~TS 1 ENG•NEER!NG DEPARTMENT __ _ ~·-~----·-----------------------, ···-••l---+---+-----t IMPROVEMENT AND UT/! !TY Pi ANS FOR: . .. .. . ·------l----+---+----+---1 CALA VERA HILLS VILLAGE "U" INLET DRIVE 10+00.00 -13+00.00 l------l----1--------------~----t-----+----J----------HUNSAKER ··--·· + ---lC-----+--~ APf:ROVED LLOYD HUBBS dY , . .,I, 1 ~-"' -.,,.._,,. ~~-• I.,,_ o;;,:.i!lf"~ & ASSOCIATES 1----'-4--..l.-;---=~-=~~~-=-=-=-··_··_·_··_···_·· ·========:====~====1====:====: CIT{ ENGINEWilcE 238111':J EXP.12/31 /Q.'i'DATE s AN u" co, " o / {{· 07 .. DL u '·. = ''f1.'"-"LI/LT• ~ _.· .!...".'-'--1-'-'""""'-'-'"''~..,_"="'---'="=,:_:__"_' ----------+---+----f---1-·· ..... OWN 3Y: M.~./ J 0. PCROTJEOCl' l·ON40 .. · ····· ... J Lll_R_A4W~ll_N7G_·~N-O.-" PLANN!NG 10179 Huennekens Street DATE 1NIT:AL DATE INITIAL DATE 1N1TIAL CHKD BY: -,, --_ _ _ - ENGINEERING Sen Diego, C< 92121 ENGINEER OF WOR~ REVISION DESCRIPTION 1-0-=T-HE"R'--A.LPP.:R.:Oc.V.:AL:..+-~;TY APPROVAi L'R:,VW~D__'B::;Y13_:=~,-~z: SURVEY!NC PH(RS8)558-4500, FX(858)558·1414 L:::::..:..::: ___________________ ~:.::..:::::::::.J..::::..:.:.:.:::.:::...I.::~:'.:::~:'.::Z:•=: ·::l•::'.' ::.:::..:::=====::.:.::.::::::...:::::::::::::.J W.0. No. 553-164 BIN , 1010204 ' - -j . -ti· ------+-' . ··•-: --L""22.70' .· '2*11.35 . ·-•·-• rrr- • ·------, - ---1 --- __ ,-J - ( ) INDICATES Fl{':lD. Et£V. , -. [ J IND/GATES EIJN. FR(JM AS BIJ/f.r DRAWiNcs , _ - -' -- CENTERLINE DATA BEARING DELTA RADIUS LENGTH REMARKS N 42'30'00" E 19.75' ? 11·10'00" 150.00' 29.2J' J N 31'20'00" E 65.55' ~------- CURB DATA □ BEARING DELTA RADIUS N 42'JO'oo· E 2 1 r10·00· 133.00' -5 N J1·20·00· E 4 ss-02'15• 20.00· '' .31•00·10· .J0.00' I---J---------+---6 12ro2•.35• 40.oa· l-'1-+-.J-1-·o-0~·1-o-=•-----+---J-0.00· 8 N 31'20'00" E 9 11·10·00· 167.00' 1 a N 42·.30•00· E LENGTH 19.75' 25.92' 41.96' 22.70' 16.2.J' 88.6{1' 16.2.J' 21.21' .32.55' 19.75' REMARKS 6" TYPE G C&G 6' TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" 1YPE G C&G - 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G WATER DATA BEARING DELTA RADIUS LENGTH REMARKS N 42'J0'oo· E 16.04' 8" PVC CL-150 2 1 r10·00· 200.00· 38.98' 8" PVC CL-150 3 N Jr20·00• F: 6.J.J2' 8" PVC CL-150 4 N 11·12'15• W 14.61' 8" PVC CL-150 -------~-------~ STORM DRAIN DATA BEARING DELTA RADIUS LENGTH REMARKS N 42'46'22" E 2.19' .JO" RCP 1.350-D l---+--------+----~~---~c-1 2 9'04'.JO" 200.00' J1.68' JO" RCP 1350-D 3 N JJ'OJ'10• E 68.11' 24" RCP 1350-D 4 N 54'2J'06" W 6.40' 18" RCP 1 J50-D 5 N 54'2.3'06" W 24.10' 18" RCP 1350-D SEWER DATA RADIUS LENGTH REMARKS 2.75' 8" PVC SOR .JS ? fr4J~12" 200.00· J.J.9.J' 8" PVC SDR 35 3 N J.3'03'10" E 77.64' 8" PVC SOR .J5 -to. ---~~=~- ----- - -~-j--_-- -;~P&&ke ~2j-_ . I -L __ , 13+36.94 C/L TYPE B INLET N.T.S. • ~ c.: • ir,!.: ' ~ 5 ~r 5 c.: <i ~lcj "' . <i g ~ (.) ~ • ~re p + "' +10 .:J; (0 "' "'·-!21--_, - ~ ' -~ 2 t;:' 2 t;:' ' ' ~ct ' ' :;i ~ ~ ~ ' ' ~!~ ''"" ~ ---~ "'~ cilci -~ ...: !o dd 010 g C, •c, co "' "' t<"):t") ., ., 13+36.94 C/L TYPE B INLET N.T.S. • - -_J -_j-_--~-• ---- -----:;...-~- 13+00 TC = CL + 0.06' UNLESS OTHERWISE SHOWN PROPOSED GENERAL UTILITY EASEMENT PER FINAL MAP NO. CT 01-04 / s / B . . ., .... !l:: g "' -t &l ~ ~ + ") - INLET DRIVE 14+00 ----,- ' J ___ : __ "· I- -·t ' --J !--_,-:_--:f l --1 =!-- I --1 ---.i" ___ _,, __ FOR UTILITY PROFILES SEE SHEIT B J1+27.15 KNU- 25+74.07 EC CB J7+04.9J KNU 30+62.29 KNU ST LIGHT 9500 L, HPS -"--, -- 20 40 60 1----p ____ ~, SCA~E 1"=20' 1-----t---,-------------------,----r----··-· ---+-----t HCJR I/. : VE"<T. : <JNDL. MARTIN R.C.E. NO. 46670 EXP. 6/30/04 SHEET 10 "AS REVIEWED BY: g...,,,...,t___ IMPROVEMENT AND UTILITY PLANS FOR: DATE SHEETS 15 CALA VERA HILLS VII,l,AGE "U" INLET DRIVE 13+00.00 -14+ 14.72 HUNSAKER APPROVED LLOYD HUBBS 4( & ASSOCIATES 1-----+---l---------------t-----t----i------·-----3 1 ot-¥'~r: PLANNING CNGINEER!NG SURvtYING SAN DIEGO, !NC. 10179 Huermekens Street San Diego, Ca 92121 Pi 1(858J558·4S00 · rJ<(858)55!F1414 DATE iN!TIAL ENG:NEER OF WORK: REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL l:..::-'-'---='-===--'-'=--"=-""-----"'-"-''-'-="-'~· PROJECT NO. CT 01-04 DRAWING NO. 407-6 W.0. No. 553-164 BIN : ) 010204 \__ . "' ...... . ' -------l 1· ....... I. -f . . -• -1--- ' ---+ , __ ., _'3;tf4 ' ~~w~!;'._· Miff daJ-.• . • : ,, --, __ , __ . - -,_ . ;'_ --_ :i-. - I . • ,299;:_c L. ' Jli.od Lf. ,.; ,;.'" PV'C @i 4:l!i(){f(; . · -' --' ~ --· -_--:L . . u .. __ r_ .. ' .· .. ,. ffi~(O~i -~ - 0d ' ~· :.....31 f e:i-_---,• •• b,,..'.!,$;...;;£1W--'-f~o...+;7-~"""-"°~---7=-~'"/~~···cc·~··...,~·.,,..,,\_.."<5i._·~··~4§p'!::: ·-: -. -, . 7 t?:--.: . l ' • I ----' ·-- -• ---' • - CtJL :._(lE!,._SAC PROrtLt 0; lzJ &[® -} ' · ( } 1/;,/DIGATES Fl/Ill) .l,lP< . . . . . .. . f J 1N01G:ArEs ELEY; Fl?DM AS ;t1ti/J. r bkAmi/cs · '. -1 ; ___ -'.. ) . ' - - - -' ' f-=.....-.cc.;.cc...=.._cc__c'----'-~-----~-·-··· ······ BEARING DELTA N 7.3"25'00" W 1--t-2 39·42•45• 3 N J.3'42'15" W CENTERIJNE DATA RADIUS 100.00' LENGTH 35.57' 89.31' 245.12' CURB DATA REMARKS □ BEARING/DELTA RADIUS LENGTH REMARKS -r-- L 7 N 73'25'00" W 35.57' 6" TYPE G C&G 2 39'42'45" 117.00' 81.09' ' 6" TYPE: G C&G 3 N 33°42'15" W 24i!: 72' 6" TYPE G C&G >--<---------------+---~ 4 N 33°42'15" W 245.12' 6" TYPE G C&G 5 7'08'19" 83.00' 10.34' 6" TYPE G C&G 6 56"07'32" 40.00' 39.18' 6" TYPE G C&G 7 N 83"01'54" E 28.06' 6" TYPE: G C&G 8 N 712'47" W 15.00' 6" CURB 9 ',i BSO I '54" E. 5.55' 6" CURB 70 18°53'44" 45.00' 14:84' 6" CURB 1-7-,+-, 7N,-,-14.,,'729cc,cc3--1 "=-ccE-------+-...._,1 ... 5."0=2• -• ·6• CURB 12 185"56'25" J0.00' 97.36' 6" TYPE G C&G WATER DATA BEARING OE:LTA RADIUS LENGTH RE:MARKS 7 N 7J'25'00" W 48.17' 8" PVC CL-150 2 N 49'44'56" W 36.19' 8" PVC CL-150 3 16"02'41" 200.00' 58.01' 8" PVC CL-150 4 N 33'42'15" W 216.93' 8" PVC CL-150 ,c=..c-".--·----+--=':-="~~~=-'::7-'-':C:---- '1 N 56"17'45" E 15.00' 4" P\IC CL-150 ----r ----: .·. '-309 8 CDS I CL DWY 10+00 ' · .. ' '' _. --. . . . ,. ,' . . . I • . . -. . . . -· .. 6 N 56°17'45" E 39.oo=-· _ ... 4~• ... pv,"'cc.-CL....-_-1-=5c::o--, ----_)"' . . --~ . --:-.: ;·: C,j ¼~; :-:-~ '• '•. SEWER DATA BEARING DELTA RADIUS LENGTH 34·17'31• 200.00' 119.70' 2 N 33'42'15" W 77.61' 11--t-----------------J N 33°42'15" W 150.00' HUNSAKER & ASSOCIATES SAN DIEGO, !NC. PlANNlNG 10179 Huennekens Stre€t ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX{856)558-1414 REMARKS 8" PV'C SDR 35 8" PVC SDR 35 8" PVC SOR 35 --~~ :-'. ~- 1-_ _J._ -• ~ ----------"7 --L -j I 11+00 s -.. J I I r L I I D ~~~;-!-T/::t?At S · · · p :,._ ,> ' ·,) ·: CB ~A> ma•-.•o --~•'A'"'""~~•• .. f · "o, I @J --PROPOSED PARKING AREA w TC = CL + 0.06' UNLESS OTHERWISE SHOWN i f -1 l I !- l f ---- ' I l i .J . .:. . , 'X,c\ - PON '•.,, • I • l I --;, ----! PROFILE SCALES I .~lf< I l . : VERT. ' "-4' -R~~~ R.C.E. NO. 48670 EXP. 6/30/04 ,,AS BUILT" Ydr/41 ~DATE REVIE .. BY, KARST Ro AD :.,..c-J-... s/-t/07 ---------------r--,--,-------------------r--,---,---,---r::===:'-;INZ:'.:'.E:'.C:'.T:'.C:'.R===========::;~DAr~T~E=;:;::;-:;., ,-----.,----. ~ CITYEN~~R1Nf !~~~~AD sH:~s ~---------+-----+----<~---....----, l·/1·/)7 IIRS-1'Ull7" oe,;,,.,;. t'ter1ove ~,c,µT" 01,::,<n,, v::e COIU'Jt:>Qf<.. Dt-TE i"iiT'AL DATE INITIAL OATF lN!T!AL ENG!NEER 0° WOR REVISION DESCRIPTION OT•·IER AP>ROVAL C!'fY APPROVAL IMPROVfMENT AND UTILITY PLANS EOR: CALA VERA HILLS VILLAGE "U" 1 KARST ROAD 10+00.00 · 13+50.00 OWN BY: M.M. J.D. CHKD BY, _;~,:;;',? RVWD BY: CT 01-04 ! DRAWING NO. 407-6 [ PROJECT NO. .. '" ------- W.O. No. 553-164 BIN : 060105 .. -r --i--_ ' ' ! .. C • _, --1 • t ~ :62~· • l : TOP: (fF .. ·. J()S,-• ·"'"' . ·----__ : __ --r --c. -'.· ----, ---.;:_-___ :. ----'-~-------:----11J , Lt_FT CURB304~. · URB. RETURN .· • OflLE .... . . ---• -" --------. ----. ~------ - -. _-_; . --------'------------ -~ ----(-,. 1 ' ' i T -, --l . (} iNtJICATES FIE:LD• E:tf:V. • .. . . [ ] !NO/CATES· Ei.E.V. FffOM AS B/Jlt.T Dt?Aw/NCS CENTERLINE DATA BEARING D£LTA RADIUS L£NG1H R£MARKS N JJ"42'15" W 31.59' 2 16"37'45" 100.00' 29.02' L-----+---=.,-+--------1 3 N 50•20'00· W 1 41.20' 4 . N 50'20'00" W T 40.71' ·+--------, ·-!·~-~~~---~---~----~· 5 29•50•00· 150.00' 78.10' 6 N 20'30'00" W 60.65' CURB DATA □ BEARING DELTA RADIUS L£NCTH R£MARKS N JJ'42'15" W 31.59' 6" TYPE: G C&G 17°42'07" 83.75' 25.87' 6" TYPE G C&G ., 67°16'41" 20.00' J0.47' 6" TYPE G CllcG 4 r;zso·oo· 20.00' ·32_40~•-+"B'-""'TY::'=P£~G=-=c==&G77 1-5-t-,..N-5,,.0,-,'2,,.0cc,ccOO"'•,-,w---+-----+--"'6."0.,.4~' -t-cc6.cc-=1Ycc=PE G C&G 6 29'50'00" 167.00' 86.96' 6" TYP[ G C&G 7 N 20"30'00" W 1.97' 6" 7YP£ G C&G 14'15'06" 30.00' 7.46' 6" 7YP£ G C&G 9 N 34'45'06" W 45.31' 6" JYP[ G CllcG ~--t-~----,--1 10 208".30'11" J0.00' 109.17' 6" TYPE: G C&G I/ N 6"14'54" W 45.31' 6" 1YPE G C&G 12 14'15'08" J0.oo· 7.46' 6" TYP[ G C&G 7 J N 20"30'00" W 1.97' 6" TYP£ G C&G 14 14"14'28" 1JJ.OO' JJ.06' 6" TYP£ G C&G 15 N 50 "c'.04=,'2cc2cc"..-cEc--+..-==.=--t--'"17",=5=a"• ,+..:6'..c-':c'"uc:R':B..::....::.:=..--1 I 6 N 39'55'J8" W 24.00' 6" CURB 77 N 50'04'22" E 17.59' 6" CURB ! 8 1 3"J9'04 • 1 J3.00' 8.48' 6" TYPE G C&G 191 101'15'17" 20.00' .35.34' 6" TYPE G CllcG 20: ao·20·00· 20.00' 28.04' , 6" TYP[ G C&G 2 1, N 50"20'00" W 9.97' 6" TYPE G C&G 22 16'37'45" 117.00' JJ.96' 6" TYP£ G C&G ............ +-----+-~...,.....,..--.,.-,--~~....., 23' N 33'42'15" W 31.59' 6" TYPE G C&G WATER DATA 0 'itAi/1NG/'D--EL-. ,-A--,'C.C.:f'!c'Ac:D=, ,"1s='--;:..:.:c:cc:[::Nc:G=,H,.,...---=R=£M",A"R°'Kc:. ~=· ---, N J3'42'15" w . 18.40' -"'ac..•-cp=c\Ac=C-=cL,-1c,5:::0--j l-2--,-s-·2.c.7-•5...co~-...... .c._--+--2-00-.-00-•07--5-7-,4~7~' 8" PVC CL 150 5 N 50'10'05" W 31.95' 8" PVC CL 150 4 N 50'20'00" W 17.81' B" PVC CL 150 29'50'00" 211.00' 109.87' 8" PVC CL 150 ~~~--t-~~~-+--~-.,....--=--~~~,,...--1 N 20'30'00" W 58.54' 8" PVC CL 150 6 7 N 69'30'oo· £ J1.80' ... 8 .• PVC CL 150 -~--------+------!,-----·-· -------------- N 48'49'58" £ 17.55' 4" PVC CL-150 8 9 N 20'30'00" W 3.00' 4" PVC CL-150 25.16' 4• PVC CL-150 SEWER DATA BEARING D£L TA RADIUS LENGTH R£MARKS 33'42'15" W 31.59' 8" PVC SOR 35 ? N 46'54'19" W 69.94' ll" PVC SOR 35 .. ~ -1--=cc..c-....c~..c.cc..c=..c..:c~-1 N 50•20'00• W 27.39' 8" PVC SDR 35 4 29'50'00" 200.00' 104.14' 8" PVC SOR 35 5 N 20'30'00" W 93.93' a• PVC SOR 35 STORM DRAIN DATA BEARING/D£LTA 1 N 49'43'56" W 2 N 50'20'00" W 3 29'50'00" 1 N 20'.32'24" W ,-.-j'- 5 24'07'17• 6 N 3·34•53• E 7 N J0'J9'18" E: /Ji 49'52'46" RADIUS 193.00' 45.00' 22.50' LENGTH 28.80' 32.0B' 100.49' 52.36' 18.94' .,,-.4.J, 22.JJ' 19.59' •a• L£NGTHS, ••4' L£NG1HS, R£MARKS 24" RCP 1 .350-D 30" RCP 1350-D 30" RCP 1350-0 30" RCP 1350-0 JO• RCP 1350-0• JO" RCP 1.350-0 1 B • RCP 1350-D 18" RCP 1350-D'* s• 8£VEL BOTH E:NDS 5' B£V£L BOTH ENDS " - -; _ - 5 j ---L - l ' i L w L ________ J 14+00 w 5 -..: " . ..: (.) 5 "'' .1; "' - ~~ Sl~ ,q: "'1 aa ..., ..., 13+96.58 . - -t -... r~,· ' " "' i.: ~ iii <J oj • "' + Q + ") -"' --.,.-r----~----, ~ii '. ' .. , ' " ~ ! : ~ ----~ "' ~ ~ \ \ \ \ i.: 5 <J C - ~ f..' G:' " i .., g ~ ~...+r-· ' .., i.: to • ...;<> Q ;j: "' - ~~ "" .,, .. ...;...; OQ "'.., TC = CL + 0.06' UNLESS OTHERWISE SHOWN 15+00 j i -~·-- , • • • • I • . :_..:--:-:·. ~ , '' .. . • _____ :...,~,- ~ ~ II ii: QI,.,,~ I::; ~"1 ,j. _, + -~'3~ KARST C/L TYPE B-1 INLET. L= 15' N.T.S. t--1 i f I j j ! ' I j I -! ----1 --_ j__ - ' -·--------• ' --------+ - -l -- . . ---- .. .....:..• --302 16+00 PROPOSED GENERAL UTILITY £AS£MENT P[R FINAL 1,fAP NO. ! l i -~,, "~--J •• ! J _, ; . I ~I _J ROAD HUNSAKER ® ..J s & ASSOCIATES l'IANNINC ENGINEERING SURVEY!NC 5,",N 011:GO, lNC 10179 Huenn€kens Street San Diego, Ca 92121 PH{B.58)558-4500· FX(858)558-1414 l·ll-07: RlM DATE · iNITIAL ENGINEER OF WOR HflS-BtllLTH . . -.. i ·. --:300 -, ----' -1 " _ _ : l _ --: _ _ _, _ • , • • , -, ---' -i --·--- ~~···c-· CUL ,.__D£:...SAa PRc5fJ[EJJJ.@. lj]f;·lTil&l!jl ;-------------,------; i:.: : -•-----.--,--------:---_--;-_·-.:·-·:: . fJ5.:.... ~~_:_. ,,:. ·-~ .. - ]~ . " . -J· - 5 30+20.31 1--_--L. -. ------ ' ,_ - -, . . L=a;Jff. 5 C/L TYPE B INLET N.T.S. ~ 20 0 20 SCAcE 1 "= 20' 40 PROFILE SCALES HOR Z. • VERT. : 60 , 1,=/.C, NOTE: FOR FIRE LATERAL PROFILES SEE SHEET 13 ENGINEER OF WORK ~2~ .. ~../4~~~~~~,=,r. =:=:~~/.~Z--,6'-1_;,r /4 .s ··-~ L. MARTIN 7 7 DATE R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" _):'_~~ RR tJNP l. MRRT IN RCE <16;;7() EXP. (,-:30·08 Y/4~/oJ DATE IMPROV[M[NT AND UT/Li /Y PLANS FOR: ' CALA VERA HILLS VILLAGE "U" 1 KARST ROAD 13+50.00 · 16+31.28 APPROV<::D LLOYD HUBBS t/'Y;, /.~·~ • ~~ J,?d,"'l.... '1 t---f---; ~c=1rr=='N=G=,·=N=EE=·:R==c::(-; .. 2::3:=s~~ ... = }xPJ 2/31 /os '7bA"¢ PROJECT NO. DRAWING NO. DATE i !N!TlAL REVISION DESCRIPTION OTHER APPROVAi. CT 01 ·04 407-6 C!TY APPROVAL W.O. No. 553-164 BIN : \010104 .... N 0 -.... (JI :-·__ '. : . 17.55 £F ,.;, 4"PVC ~-t!J.21}% • 1 .. . ... --iF/R£ t.AtERAL PROFIL'E s --------~1--. -'----'-----'-----'-----,----'------'--Jr:---------------------------4 l i •·· . !- ¥8, 15 LF"'4" PVC -fl/ 7,78$ . . .. -·-.. '-:-. .-_. , .. --::--_ _-_-----_-----_: .. J_ .... ·. pt E lgC.RALPRQRffj0 ' .. . . . '. . . .• . , l 1 ' -294_ ' ' l I f NOTE: FOR FIR£ LATERAL PLAN VIEW SEE SHEET 12 t ! t + l 300i . 1 l + -l -_J () 1/<(DICATU; Fi£[[) Etzy_: . __ ---•--__ _-_-__ ------, i L{ JNDICAi'E:S f:i/iv: m:01,1 tis BUf.T DR~14::"W'":'.NtG., 5:--'---'--------------__l-'------"-'--"'---'--'---'----"'----'--'---'--'---'---'----'-'-'-'----'---'-'--:77:'2~+~0?iOr5 !--1.00 DIM.ONA' QM:ti:$10N WEJB Thickness -C.5' r Heig'1t "' 2.0• , Al Effective Ler-gth ""' 4.0 ---...._ i -~:K --.,- -----------: ! ~-~i!+ __ __,_r STORM DRAIN EX1TlNG CLE.ANGJ;" @ 287.60 FL BYPASS P!PE FROM i"F",t -:S UNI 4-.68 LF ~ ;a" RCP @ 0.00% 287.69 FL A 30" RCP STOR.4 DRAIN ENTERING ClXANOUT ® 188 19 Fl BYPASS P!Pf-~ TO VORTE.CHN!:CS UNJT 4.68 L!' ,., 18~ RCP @ 0,00% 287,98 r, MODIFll:_D 'A-:-4' CLEANou·, or-TAIL NOf ·10 SC/\.iJ:~ PLANNING ENGINEERING SURVFilNG --4, 30° RCP 0.50--- 0.50 '4 t t 16" RCP 18" RCP SECTION A-A Nor TO SCALE HUNSAKER & ASSOCIATES SAN 01ECO, !NC. 10179 Huennekens Street San Diego, Ca 92121 PH(358)551:HSOO· ~X(856)551M414 2.50 ~O~ RCP ------------ ,5() \ \ ~~ /( /' ,r----------J / \ / -I OFFSITE STORM DRAIN r i I l_ i l i ·, 73+00 LINE i PRIVATE S.D, ' -. :0. l}[ MAINTA!N[D BY FIE R. :O:A - 73+7' 48 SD MOO,A-=7 • .. • • • • • • • • • • • • ' i PUBLIC TRAIL EASEMENT PER FINAL MAP er 01-04 20' SEWER EASEMENT PER FINAL MAP CT O 1-04- / SUBDIVISION BOUNDARY .~-._ I· lf-tJ7 RLM DATt:: !NiTIAL tNGINEER OF WOR. . . -. ., -· __ .. > . ·: -. -.;,..-290 75+00 +94.05 SD= __ _ 81+18.61 COLLEGE BLVD EXIST lYPE A-4 CO PER DWG NO. 390-9 FOR S£WER PLAN & PROFILE SEE SHEET 14 3 4 5 6 7 8 9 20 40 PROFILE SCALES HORIZ .. v:~:r\: . : 60 1 "=4' STORM DRAIN DATA BEARING/DELTA RADIUS LENGTH REMARKS JB.82' 30" RCP 1350-D•• N 3•34 •s.3.,_•-"r--+-----:-ccc---+---.:::::C'::::.---f:;;;-.;;;;;;~:;--;;;;::,:;;:.;:,.J 15'58'25• 90.00' 25.09' ,.:;o• RCP 1350-D•&•• N 1.i;i:3'18" f N 19'3J'/8" f N 19"JJ'1ll" E N ur3.3•1a· E N 19'J.3'11l• E N 19'33'18" E N 19"J3'11l" E _ 55.96' JO" RCP 1350-D** 4.42' 18" RCP 1350-0 3.01' JO" RCP 1350-D** 9,49' JO" RCP 1350-D 6.02' ! 18" RCP 1350-D I·-----------, 6.02' , 18" RCP 1350-D I • ------------------ 25.42' :30" RCP 1350-D *8; LENGTHS, 5' BEVE:L ONE END •• WATER TIGHT JOINTS ENGINEER OF WORK YMOND L. MARTIN DATE R.C.E. NO. 48670 EXP. 6/30/04 I-IEVlfWffJ BY, .. -~-'--- --··-------1-----+----~--t-------i ~ CITY,N£~RINf t~~~~AD REVISION DESCRIPTION DATE INff•AL OTHER APPROVAL DATE •NITAL CITY APPROVAL IMPROVE.ME.NI AND UT/UTY PLANS FOR: CALA VERA HILLS VILLAGE "U" OFFSITE STORM DRAIN OWN BY• .M, C.0._ CHKD BY,_ RVWD SY• PR00ECT NO. C'f 01-04 DRAWING NO. 407-6 ~: \02.L./\&['lg\l"!'rprovemerlls\02271t13.dwg~ 1275]Dec-16-2003; '7; 12 W.O, No. 555-164 BIN : ;_ ,. :-., " . ' .. ---' ' ' l ! J _ _ ,l I 1 -t -I t ,j L I t r r) ll!PtiAr£s ~a/ £,c:v. l [} INDl~rES .£UY. FROM AS BUfT ORAW/Nr;$ 2 SEWER DATA DELTA RADIUS PlAN:NiNG ENG!NEl:RING SURVEYING 200.00' HUNSAKER & ASSOCIATES 1U17Y HU€llflekens Slreel San OJego. Ca 92121 PH(858)558·4500· FX(851.1)556-1414 LENGTH IJB.54' 85.54' I I REMARKS a• PVC SOR 35 a• PVC SOR 35 OFFSITE l . ' -1 ~~'--~+· -~---------------"' tlN~iJ SUR[ACE' "'1~k r~:c•• Cf:Nr£RL/NE; OF PIPE: 57+00 58+00 r-------11 SOUN!)WALl Pfli.: I ,v· ·.·--: IANOSCAPE Pl.ANS . ··· SEE E/WG .. NO 4.07-,.f;l · . . . I PUBLIC TRAIL EASEMENT PER FINAL MI\P CT 01-04 I 59+00 SEWE:R Ei\SEMENT PER / FINAL MAP CT 01-0/ ~/ • 0 • .. • • • • • • • " • • • • • ='--,.--• • • .. / /•,/•t•:7 / /.,,,,,,,,.,,. //lbf,1 ---__:::, -, ---.!.'11•----x .. -·--· • 2 SEWER LINE SUBDIVISION BOUNDARY-.__ / FOR STORM DRAIN PLAN & PROFILE SEE SHEET 13 00.29 EX PROFILE SCALES 1·-20· \/[RT 1"c:4' ~ 20 40 6C SCALF 1"0 20' ENGINEER Or WORK ~~~~-~~~L~~,.,..../4~",,:c,t:,:::T;:-- R,C.E, NO. 48670 EXP. fl/30/04 "AS BUILT" DATE REV1EWED BY: - ···-·----~------1--+--+--t-. Sl~~T CITYEN~fcRIN~!~k~l~AD j [ Srl:~TS I ~11,=1=P=R=o=v=E:'..M.':[=,\=,r=A=N==o=u~T~IL~!rv~.~P~L~A=:=N==S~F'==O~R~,==-=-=-=---7 ·~····-··--·---------+--t--t---t---i CALA VERA HILLS VILLAGE "U" OFFSTTE SEWER LTNE DRAWING NO. 407-6 ~: \0227\&Eng\, mprovemenb\C:Z'./1 i :-i i L. dwgf 1275 ;Jec-16--2003: ',7: 13 W.O. No. 55-3-164 SEWER LATERAL TABLE STREET STREET LATERAL DEPTH STATION INVERT STATION ELEV. BELOW LOTNO. OF OF AT CURB LATERAL AT MAIN LATERAL Pl PL TOIE AT MAIN IE ATP/. IE (1) 29 13+43.09 351.30 13+43.04 352.33 5.86' 30 14+31.75 349.59 14+31.75 350.56 5.86' 31 15+88.83 343.45 15+83.83 347.51 5.86' 32 20+90.56 301.05 20+89.77 304.71 5.86' 33/34 22+26.65 299.53 22+27.22 302.66 5.86' 35 23+47.28 297.85 23+47.28 300.85 5.86' 36 24+92.45 295.83 24+92.45 298.66 5.86' 37 15+40.76 290.79 15+40.50 296.33 5.86' 38 16+ 14.78 290.05 76+14.78 294.85 5.86' 39 17+44.lOSWR 288.58 17+44. 70SWR 295.28 5.86' 40 76+23.14 289.97 16+23.14 294.68 5.86' 41 13+66.72 296.24 73+66.72 298.69 5.86' 42 12.21.56 298.29 12+21.56 300.86 5.86' 43 10+54.92 300.81 10+53.13 303.36 5.86' 44 10+07. 10 301.49 31+60.94CDS 304.45 5.86' 45 10+96.94 300.21 10+94.30 302.73 5.86' 46 11+78.36 299.05 11+78.36 301.51 5.86' 47 13+23.52 296.85 13+23.52 299.34 5.86' 48 13+66.19 293.42 13+66.66 295.35 5.86' 49 24+66.13 296.19 24+66.13 299.06 5.86' 50 23+23.96 298.17 23+23.96 301.20 5.86' 51 21+28.31 300.67 21+28.35 302.24 7.76' 52 15+92.21 343.05 15+97.21 347.34 5.86' 53 .14+49.62 349.24 14+49.62 350.20 5.86' 54 13+03.81 352.07 13+03.39 353.13 5.86' HUNSAKER & ASSOCIATES SAN DllGO, !NC PlANN!NG 10179 Huermekern Street ENGlNEERINC San Diego. Ca 92121 SURVEYING P!-1(858)558-4500· f".<(858)558-1414 LENGTH DROP LAT. OF TO SLOPE LATERAL MAIN % (4) (2) 17.00' 0.7' 2.0% 17.00' 0.6' 2.0% 17.00' 1.2' 17.0% 17.68' 1.2' 14.0' 18.11' 1.2' 71.0' 17.00' 1.2' 11.0% 17.00' 1.2' 10.0% 18.67' 1.2' 23.0% 26.75' 1.2' 13.0% 15.00' 6.4' 2.0% 28.88' 1.2' 12.0% CL 17.00' 1.2' 7.0% LENGTH OF LATERAL 17.00' 1.2' 8.0% 18.56' 1.2' 7.0% 30.25' 1.2' 6.0% 21.01' 1.2' 6.0% 17.00' 1.2' 7.0% I 7.00' 1.2' 8.0% Q'?, 15.55' 0.5' 9.0% 50 ~\I. 17.00' 0.3' 15.0% 'b (1 17.00' 0.6' 14.0% z% MIN 16.82' 1.2' 2.0% 1.0' MIN 17.00' 1.2' 18.0% 11"" I DROP TO MAIN 17.00' 0.6' 2.0% 16.85' 0.7' 2.0% ~1~" @ PL TC --~- DEPTH BELOW PL -- ,-----~---·-_E_N_G-IN_E_E_R_O_F'~w'"'"o"'"'Rc--cK.,---------,1 ~ .. /k"~ RSD L MARTIN DATE R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" /) l?!Jcd_, _'#[z/07 HR~'ltJerttV DATE RCE 48670 EXP. b-30-()8 REVIEWED BY: <Z.. .,_ -_, • -1"-"'Pf:CTOR ====~====::=========-~~---_--._---_--=---=-=_:-=-=--~-=--=---+-=-:__--_=-=---=-----l-+---,: -=--=-~:-=--=-~1:=_-=-~-111 sH1E5.ET . , _-c_ 1_r_v=o=F=·""-'--c=A=R=L=s=s_A_D~ ~ ,--1 __ : • _ _ ENGINEERING DEPARTMENT ~ .---.-.----+~,, ~~~_::7+---·-_-_---_--_-_-_--_·-_-_-_-----------,--' --7 1--,---------i---; IMPROVEMENT AND UTiUTY PLANS FOR: : i CALA VERA HILLS VILLAGE "U" OFFSlTE SEWER LINE ; I I--------!--+------·· --~----_-_-_-_-_-_-_-_-_-_-_-_--+i'::._-.:_-.:_-.:_-.:_:, -.:_-.:_-.:_~~-=--=--=-~~-=--=-~1 ~ ::C=P=PR=o= _vE=Dccc .. -=LL=O=YD=H=~=a~""s=_(F~r-_==. =,=,,,=. =. =. =_;=.3-=t=;&=.z..=J.=:o==,4 J -----------..... -·------~-----------+---+ 1' --+------+--------CITY ENGINEER ri<CE 2388,w EXP. "f2/31/o§J' 7 -c-~=+-=--~c-x---::-:=----=-:c:-:-:-:::-,;---~-------r, ---t-, ---i-------i---...... - l--'-l·-"IIC-'•(J"...!...7~R""Z.Mc.,___µ&;=-11--'-11S=-·..::::de,cU.:..:'ll:.:T_11 _________ -+-----:-=--+'---:-=ccc --~------+-----I OWN BY, M.v./•n. -.·.] i. PROJECT NO. I DRAWING NO. QATE INl:IAL i DATE __ i INITIAL DATE IN!r.AL CHKD BY: : CT ()1-04 4()7-6 11....FN_G_INE __ E_R _o_F_w_o"_"._ ___ R_E_v_1s_10_N_D_Es-c_R_1 P_r_10_N _______ ! ~o'.'.'.n::1E::_R ~AP:P::RO'.:.:V:Al:..1.::c:1TY:_.:AP::P:Ro::_vA:::...1::R=VW=D=B='Y~: -:::·~·· ·~5 .... ~-:-::-::-~',-========...:::::===:..J R. \0227\&Eng\!mprovemcnh\O:-?/'/ib1:J.dwg:-2047 10ec 03 2003: 18: 48 W.O. No. 553 164 BIN : I :010204 '