Loading...
HomeMy WebLinkAboutDWG 485-1; SDP 14-06; HOEHN AUDI; 01-04GENERAL NOTES -· 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOV[R[D. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR TH[ CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN R£1,1SIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER f\1LL BE R[QU/R[D FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITT£E'S POLICY IN TH[ MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIA T£ AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF TH£ PROPOSED IMPROVEMENTS AR[ NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS f\1LL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED fWTHIN TH£ REVISION BLOCK. ON THE APPROPR/A T£ SHEET OF TH£ PLANS AND TITLE SHEET. 8. ORIGINAL DRAfWNGS SHALL BECOME TH£ PROPERTY OF TH£ CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA f\1NG SHALL 8£ REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIR£ AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO THE PROJECT SIT£ AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE f\1THIN CITY EASEMENTS. A SOILS REPORT COMPRISED OF: (A) SUMMARY SH[[T, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL [NG/NEER OF THE STAT£ OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT fWLL BE SUBMITTED TO THE CITY [NG/NEERING INSPECTOR fWTHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. TH£ WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MffVNG SHALL BE H£LD AT THE SIT£ PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION INSPECTION. SUPERVISION TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAfWNGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING fWLL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECT/ON REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. -ON THE DAY B[[ORE THE INSPECTION IS NffOW, INSPECTIONS fWLL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTH£Rf\1SE. REQUESTS MADE AFTER ·-2: OD P.M. f\1LL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH TH£ DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STAT£ AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOfWNG THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVA T/ON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY TH[ CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA T/ON. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABI /SHED BY THE CONSTRUCTION SAFETY ORDERS, VTLE 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVA T/ON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED f\1THIN ANY WORK ZONE DURING CONSTRUCTION, OPERA T!ONS WIii CEASE IMMEDIA T£L Y, AND THE PERM/TT££ f\1LL NOTIFY THE CITY ENGINEER. OPERA T/ONS f\1LL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA T/ONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SIT£ HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUT£ OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED fWTHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCA T/ON OF UTILITY STRUCTURES ANO FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCA T/ONS ARE IN CONFLICT fWTH TH[ PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTTON NEAR THEIR FACILITIES AND SHALL COORDINA T£ WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (760 806-9809 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 'SAN DIEGU/TO WATER DISTRICT (760)633-2650 'LEUCADIA WASTEWATER DISTRICT (760)753-0155 'VALLEC!TOS WATER DISTRICT (760)744-0460 'OLIVENHAIN WATER DISTRICT (760)753-6466 'BUENA SANITATION DISTRICT (760)726-1340 • AS APPROPRIA T£ STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS fWLL BE DETERMINED AFTER "R" VALUE TESTS HA V[ BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA. PR/NC/PALLY DOING BUSINESS IN TH[ FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL 8£ INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS f\1LL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES ANO LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED f\1THIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED f\1TH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE f\1LL BE PLUGGED f\1TH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMIN/STRA TIVE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET fWTHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY [NG/NEERING INSPECTOR. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE f\1TH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME /- GENERAL DESIGN STANDARDS, CHAPTER 6-DES!GN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAfWNGS AND NOTES AND THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCT/ON, LA TEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STAT£ CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTR!Crs EXISTING SYSTEM. A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECT/ON 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. [760} 438-3891) WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPUP.TENANCES SHALL BE CONSTRUCTED IN ACCORDANCE fWTH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & 3. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA T/ON AND SHALL PROVIDE PROOF OF OSHA NOT/FICA T/ON AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERA T/ONS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION D[PARTM[NT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT 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 CA THOD/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER f\1LL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 5/8" (UNLESS OTHERfWSE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH fWTH THE FINISHED SURFACE GRADE. 13. CONSTRUCT/ON OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STAT£ OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIP£ JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS' ,, DfF/N[D IN SECTION 6703 OF TH[ BUSINESS AND PROFESSIONS COD[, • AND' THAT THE DESIGN IS CONSISTENT f\1TH CURRENT STANDARDS. i ._ \ : '·- / UNDERSTAND THAT THE CHECK OF PROJECT DRAfWNGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT REL/EV[ ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: JONES GAHL AND ASSOC/A TES ADDRESS: 18090 BEACH BLVD .. SUIT£ 12 CITY, ST.: HUNTINGTON BEACH. CA 92648 TELEfHO~f: ~48-0566 BY • ,/:J ~~ . ~ DANlfLRuBio R.C.E. N0.:~6~0~9~34~---------- REG!STRATION EXPIRATION DATE: 12/31/2016 TITLE REPORT INFORMA noN, OWNER: HOEHN ENTERPRISE 2. LLC 54 75 CAR COUNTRY ORI V[ CARLSBAD, CA 92018 CONTACT: MR. BILL HOEHN ARCHITECT: WARE MALCOMB 6363 GREENWICH DR, SUI TE 175 SAN DIEGO, CA 92122 PHONE: (858) 500-4608 CONTACT: ANDREW DZUL YNSKY LEGAL DESCRIPTION: LOT 3 OF CARLSBAD TRACT NO. 72-3, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STAT£ OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 7492, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. NO I/EMBER 30. 1912. A.P.N.: 211-060-09 BENCHMARK: CLSB-057 CITY OF CARLSBAD SURV[Y CONTROL NETWORK 2.5" DISK IN DRAINAGE BOX INLET IN THE SOUTHWEST QUADRANT OF A VEN/DA ENCINAS AND CANON ROAD. MONUMENT IS ON THE WEST SIDE OF A VEN/DA ENCINAS IN A DRAINAGE BOX INLET, 11.5 FEET FROM THE SOUTH END OF TH[ CURB RETURN ANO 2 FEET FROM CURB. ELEVATION: 44.01 FEET. NGVD 1929 LEGEND OF ABBREVIATIONS AC AG BLDG BS BSW CL CLF CLMN c.o. GP FF FH FL FS GM LS LT L&T NG OH SMH SW TC TS TW WM WV ASPHALTIC CONCRETE ABOVE GROUND BUILDING BOTTOM OF STEP BACK OF SIDEWALK CENTERLINE CHAIN LINK FENCE BU/LO/NG COLUMN SEWER CLEANOUT SURVEY CONTROL POINT FINISHED FLOOR FIRE HYDRANT FLOW LINE FINISHED SURFACE GAS METER LANDSCAPE AREA LIGHT LEAD AND TAG NATURAL GRADE STRUCTURE OVERHANG SEWER MANHOLE SIDEWALK TOP OF CURB TOP OF STEP TOP OF WALL WATER METER WATER VALVE INDEX OF SHEETS SHEET 1.. ................. Tl TL£ SHEET SHEET 2 ................... S/TE MAP SHEET 3 ................... WATER PLAN & PROFILE SHEET 4 ................... WATER PLAN & PROFILE CHICAGO TITLE COMPANY 2365 NORn-fSIDE DRIV[, SUITE 500 SAN DIEGO, CA 92108 ATTN: KEN CYR/TOM VOTEL EMAIL: CRY/VOTELTflCTT.COM PHONE.· (619) 521-3555 FAX: (619} 521-3608 ORDER NO.: 12202783-996-USO LEGAL DESCRIPnoN, LOT J OF CARLSBAD TRACT NO. 72-J, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 7492, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER JO, 1972. A.P.N.: 211-060-09 @ AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. GRANTED TO:. PURPOSE:. RECORDED:. AFFECTS:. CARLSBAD MUNICIPAL WATER DISTRICT INGRESS AND EGRESS BY A PRACTICAL ROUTE OR ROUTES MAY 15, 1961 AS INSTRUMENT NO. 83960, OF OFFICIAL RECORDS THE EXACT LOCA TlON AND EXTENT OF SAID EASEMENT IS NOT DISCLOSED OF RECORD @ TH£ FACT THAT THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF ACCESS TO OR FROM THE STREET, HIGHWAY, OR FRffWA Y ABUmNG SAID LAND, SUCH RIGHTS HAVING BEEN SEV[RED FROM SAID LAND BY THE DOCUMENT. RECORDED:. AFFECTS:. JUNE 18, 1965 AS INSTRUMENT NO. 108756, OF OFFICIAL RECORDS SAID LAND ADJACENT TO 1-5 ® AN EASEMENT FOR THE PURPOSE SHOWN aaow ANO RIGHTS INCIDENTAL THERETO AS SHOWN OR AS OFFERED FOR OED/CATION ON THE RECORDED MAP SHOWN BELOW. MAP NO.:. 7492 EASEMENT PURPOSE:. 10 FOOT GENERAL UTlLITY, SIDEWALK, AND LANDSCAPE EASEMENT AFFECTS:. AS SHOWN ON SAID MAP @ AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. GRANTFD TO:. THE CITY OF CARLSBAD PURPOSE:. ROAD PURPOSES, LANDSCAPING, UTILITIES AND ENCROACHMENT OF A PUBLIC SIDEWALK RECORDED:. NOVEMBER JO, 1972 AS INSTRUMENT NO. 72-320456, OF OFFICIAL RECORDS AFFECTS:. THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. @ AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. GRANTED TO:. PURPOSE:. RECORDED:. AFFECTS:. THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY PUBLIC UTILITIES, INGRESS, EGRESS MARCH 22, 1973 AS INSTRUMENT NO. 73-074588, OF OFFICIAL RECORDS THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY D[SCR!BED IN SAID DOCUMENT. @ AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. GRANTED TO:. PURPOSE·. RECORDED:. AFFECTS:. SAN DIEGO GAS AND ELECTRIC COMPANY PUBLIC UTILITlES. INGRESS. EGRESS SEPTEMBER 5, 1973 AS (NSTRUMENT NO. 73-250837, OF OFFICIAL RECORDS THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FUU Y DESCRIBED IN SAID DOCUMENT. @) AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. GRANTED TO:. PURPOSE·. RECORDED:. AFFECTS:. SAN DIEGO GAS AND ELECTRIC COMPANY PUBLIC UTILITlES, INGRESS, EGRESS JULY 8, 1974 AS INSTRUMENT NO. 74-181894, OF OFFICIAL RECORDS THE EXACT LOCA TlON AND EXTENT OF SAID EASEMENT IS NOT DISCLOSED OF RECORD @ A DOCUMENT ENTlTl.£D 'HOLD HARMLESS AGREEMENT DRAINAGE", DA TED. FEBRUARY 1J, 1987, EXECUTED BY JIM B. RNNERY JR., SUSAN FINNEY AND CITY OF CARLSBAD, SUBJECT TO ALL THE TERMS, PROVISIONS AND CONDITlONS THEREIN CONTAINED, RECORDED, FEBRUARY 26, 1987 AS INSTRUMENT NO. 87-102278, OF OFFICIAL RECORDS. @ AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. GRANTED TO:. PURPOSE·. RECORDED:. AFFECTS:. CARLSBAD MUNICIPAL WATER DISTRICT WATER LINE EASEMENT FEBRUARY 17, 2006 AS INSTRUMENT NO. 2006-0118580, OF OFFICIAL RECORDS THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. @ A DOCUMENT ENTlTl.ED 'HOLD HARMLESS AGREEMENT DRAINAGE", DA TED, FrBRUARY 9, 2006, EXECUTED BY CARLSBAD AUTO PARK PROPERTIES, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY AND THE CITY OF CARLSBAD, SUBJECT TO ALL THE TERMS. PROVISIONS AND COND/TlONS THEREIN CONTAINED. RECORDED .RJNE 6, 2006 AS INSTRUMENT NO. 2006-0398661, OF omctAL RECORDS. @ WATER RIGHTS, Cl.AIMS OR TlTl.E TO WATER, WHETHER OR NOT DISCLOSED BY THE PUBLIC RECORDS. @ MATTERS WHICH MAY BE DISCLOSED BY AN INSPECTTON AND/OR BY A CORRECT ALTA/ACSM LAND TlTl.E SURVEY OF SAID LAND THAT JS SATlSFACTORY TO THE COMPANY, AND/OR BY INQUIRY OF THE PARTIES IN POSSESSION THEREOF. @ ANY RIGHTS OF THE PARTIES IN POSSESSION OF A PORTION OF, OR ALL OF, SAID LAND, WHICH RIGHTS ARE NOT DISCLOSED BY THE PUBLIC RECORDS. EXISTTNG EASEMENT FOR INGRESS AND EGRESS GRANTED TO CARLSBAD MUNICIPAL WATER DISTRICT, RECORDED AUGUST 15, 1961 AS nLE NO. 83960, O.R. (ROUTE NOT SPECIFIED} PER CARLSBAD TRACT NO. 72-J, RECORDED AS MAP NO. 7492. WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS. ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS. SPECIF/CATIONS, REQUIREMENTS. RESOLUTIONS AND ORDINANC[S CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE f\1TH THE FOLLOfWNG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. P.C. RESOLUTION NO. 7076 DA TED DECEMBER 3 2014 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDA T/ONS BY NORCAL ENGINEERING PROJECT# 17261-14 DATED FEB. 17 2014 7. THE SAN DIEGO REGIONAL STANDARD DRAfWNGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED DECEMBER 3 2014 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED DECEMBER 3 2014 10. TIER Ill STORM WATER POLLUTION PREVENTION PLAN SW 14-398 PREPARED BY JONES GAHL & ASSOCIATES INC. DATED OCTOBER 15, 2014 11. STORM WATER MANAGEMENT PLAN $WMP 14-17 PREPARED BY JON[$, GAHL & ASSOC/A T£S, INC. DA TED NOVEMBER 3 2014 12. CALIFORNIA STORM WATER QUALITY ASSOC/AT/ON BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SIT£ BMP MANUAL. LEGEND DESCRIPTION EXISTING CONTOURS EXISTING ELEVATIONS PROPERfr UNE EASMENT LINE (E) CHAIN LINK FENCE: EXISTING SEWER MAIN EXISTING WATER MAIN EXISTING GAS LINE BU1LDING EXISTING PALM TREE EXISTING TREE DWG.NO, DOUBLE DETECTOR CHECK VALVE CMWD STD, W-22 FIRE HYDRANT CMWD STD, W-12 THRUST BLOCK CMWD STD, W-19, W-15 WATER METER EXISTING CMWD STD, W-4 8" PVC WATER DR 18 CMWD STD, W-2 6" PVC WATER DR 18 CMWD STD, W-2 6" PVC SEWER S-7 SEWER CLEANOUTS S-6 2" BLOW OFF ASSEMBLY (8.0.) W-6 2" MANUAL AIR RELEASE (M.A.R.) W-6 TRENCH REPAIR CITY STD, GS-25, 26 OR 27 SYMBOL -x-x- -s- -\V- -G- 777777 .J/.. ,, 0 C"'!I -◄ [El QUANTITY 2 EACH 4 EACH 16 EACH 2 EACH 840 L.F. 472 L.F. .316 L.F. 5 EACH 6 EACH 7 EACH 1,167 S.F. VICINITY MAP (PRIVATE) SEWER CLARIFIER TANK -1500 GALLON (JENSEN PRECAST MODEL NO. KJP-1500SO) 1 EACH REFERENCE DRAWINGS CDP 04-42, DRAWING# 433-8 CDP 08-13. DRAfWNG# 464-7 CARLSBAD TRACT NO. 72-3. MAP NO. BASIS OF BEARINGS 7492 FOUND MONUMENTA T!ON ALONG THE EASTERLY RIGHT OF WAY OF PASEO DEL NORTE PER CARLSBAD TRACT NO. 72-3. MAP NO. 7492 RECORD BEARING BEING N00-:23'44"£ SOURCE OF TOPOGRAPHY SITE TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY TOPOGRAPHIC SURVEY METHODS FROM INFORMATION GATHERED ON DECEMBER 11, 2013. BY JONES, GAHL AND ASSOCIATES TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMB[R(S) 211-060-09 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 33'07'55.6" £~1~/~7·~79~•3~7~.4~•------- CITY OF OCEANSIDE HIGHWAY 78 CONCRETE SIDEWALK 6" CURB AND GUTTER PERYIOUS PAYERS BIO-RETENTION PLANTER ENHANCED PAVEMENT GATE VALVE SORSD NO. G-7, G-9 AND G-10 SDRSD NO. G-2 J=:;...-1 I I bKllilil 0 ENGINEER OF WORK .. ~L4~ DANIEL RUBIO 195 S.F. .39 l.F. 13 EACH R.C.E. NO. 60934 EXP. 12/31/2016 CITY OF CARLSBAD FIRE DEPARTMENT "AS BUil T" REQUIREMENTS O ( NO. OF F.H.(S)_4_F.FLOW 1 500 G.P.M. OUT OF_1_F.H.(S). ~ ~ BLDG. s~;L~DJ?'N~ ;_· ~OW 3,250 G/M/,. P.E (oD"J34 EXP. 12-)'?>1) ti$ ,{/4:l.A..{,,1 ://,,, ' 'f / 7 I 5 DATE REVIEwt;~BY: FIRE'MARSHAL (__,., -DATT: -1£t/I/,.,' ~'/f 1_9_11 I DATE INSPECTOR l---+------+-----------+--+------+---+--11 SHElET I CITY OF CARLSBAD I SHE4ETS I ENGINEERING DEPARTMENT ~=:'....::::========='...'.:::::=~ DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT AND UTILITY PLANS FOR: HOEHN AUDI 5425 & 5445 PASEO DEL NORTE TITLE SHEET APPROVED: ( !I r, ; :/ 1/, CITY ENGNEER PE 63912 OWN BY: CHKD BY: RVWD BY: JASON EXPIRES 9/30/16 PROJECT NO. SOP 14-06 S. GELDERT '-!·7-•lr. DATT: DRAWING NO. 485-1 □ JJ ~ -2 GJ 2 C: $ Ill m JJ □ I 2 GJ 2 C: $ Cl m JJ □ I 2 GJ 2 C: $ Cl m JJ I I I I SE STA. 13+afog INSTALL:/1 I t EA. ~/ 8" 45· BEND 11 E~4 T.B. ( l I ~ I ! C INSTALL: J 1 EA. -s·x ·x~ .. TEE 1 EA. -6" IRE HYDRANT ASM. I ·--------- w CD n 0 n . I I [' CD zl 1 I . ' 20' WIDE PUBLIC WATER EASE •. M.:E:N:T_T:O::.::_CM:WD::.::__~~-REC._ DOC."J:---=:J:8 ~== PR. NO. 1 - I I STA. 12+24.21 INSTALL: 1 EA. -8" -6" 0" END 1 EA. -T.B. 1 EA. -DDCV 1SM. I STA. 12+11.66 I 9 INSTALL: -~' 1 EA. -6" 45· f END , _______ _ 1 EA. -T.8. --- 5 2' 10' ::------ ~ IRR. VALV!:: -~ ----O , ~ STA. 14+24.67 ~~ _ ' INS-TALL: ~ ........____ ~ 1 EA.-~8" 45" BEND ~ '-l EA. -T.B:'- 1 ""'EA. -lNSTALL'M,A.R. --.... ~~ ,o I STA. 11+31.71, 9.8'L POINT OF CONNECTION = 50+DOE !t. WATER LINE EXISTING 12" ACP WATER MAIN PER DWG. NO. 166-9 WITH 8" WATER MAIN INSTALL B"X12"X12" TEE (FLG X FLG X FLG) 2~~,--...,.--.-~--------~ q.~_..::_{'.-M-,(F >' M:)" W ITI' R."-,._'OU'<INT Gil.AN!:>) I 1 EA. -8.0. 2" $/f! t&'<-G ..... l:'.'f:~'\Y ..,_ ti ~OJ 't<' ,_ijtj I "i ~l:j G ~ &k! ;-.· :or· 0~ G t; I? ,ff ii, "'<:f J!! ,,.,, REVIEWED E'/f 4fttl2rd.!ftl. INSPt.CTOI'-/ . STA. 11+'5:5,.S, 10.1'R 6"0 SE'NER POINT OF CONNECTION INV = 49.08 STA. 12+00, 10.t'R EXIST. SEWER M.H.#4 RIM = 66.51 INV = 49.16 J-1-17 ' ~ATE STA. 12+11, 9.8'L EXISTING WATER LATERAL TO BE ABANDONED DATE INITIAL ENGINEER OF WORK .. SCALE: 20' 10' 0 1" = 20' ~ t 1 GRAPHIC SCALE oN 1, zf ,r Otf=z. o~ WA-ne'..~UN~~A"ANO v.J \.,,lf•Jt;_ ... II DATE INITIAL REVISION DESCRIPTION OTI-lER APPROVAL LEGEND OF ABBREVIATIONS AC AG BLDG BS BSW a ar aMN c.o. CP FF FH n rs GM LS Lr u,r NG OIi SMH SW re TS TW "" WV ASPHAl nc CONCRETE ABOVE GROUND BUILDING BOTTOM OF STEP BACK OF SIDEWALK CENTERLINE CHAIN LINK FENCE BUILDING COLUMN SEK-FR CLEANOUT SURV[Y CONTROL POINT FINISHED FLOOR FIR£ HYDRANT FLOW LIN£ FINISHED SURFACE GAS METER LANDSCAPE AREA LIGHT LEAD AND TAG NATURAL GRAD£ STRUCTURE OVERHANG SEK-FR MANHOLE SIDEWALK TOP OF CURB TOP OF STEP TOP OF WALL WATER ME7FR WATER VALV[ 40' j NOTE: DATE INITIAL CITY APPROVAL .5AWCUT AND , TRENCH PER CMWO W2 TRENCH RESURFACING PER SDRSD G-25, G-26 ,;<JR 27 (TYP.) DESIGNED: - DRAWN: C.H. CHECKED: D.R. WATER DATA BEARING/DEL TA N 89"36'16" W 2 3'44 3 N 44·35'16" W 4 N 67V6'1C W 5 S 67"53'44" W 6 N 22'06'16" W 7 S 67"53'44" W 8 N 22''06'16" W 9 S 67"53'44" W PVT) 10 S OJV4'44" W (PVT) 11 S 00'.2J'44" W 12 s 89'J6'1C E 13 S 00"'23'44" W 14 S 01 ·42'55• E '5 N 8817'05" E 16 S 01"42'55" £ 17 S 01"42'55" £ 18 S 88i7'05" W 19 N 8817'05" E 20 N 8817'05" E 21 S 01"42'55" E 22 S 65'27'50" W {PVT) 23 N 24'J2'10" W {PVT) SEWER DATA (PVT) □ BEARING/DEL TA 1 N 89'J6'16" W 2 N 89'J6'16" W 3 S 85V7'34" W 4 S BSV7'J4" W 5 N 2117'20" W 6 N 2117'20" W A AT R W RADIUS NGTH 95. 8 160.00 23.41' 20.00' 37.00' 13.50 106.23' 14.65' 7.20' 71.27' JO.DO' 14.10' 158.00' 91.00' 13.85' 37.64' 37.85 9.00' 27.50' 71.tfi 32.70 73.00' 160.60' RADIUS LENGTH 38.00' 77.50' 38.00' 95.00' 16.00' 39.00' REMARKS 8"i! PVC DR 18 8 ¢ PVC R 8"i! PVC DR 18 B"i! PVC DR 18 8.i! PVC DR 18 8"¢ PVC DR 18 8"¢ PVC DR 18 8"i! PVC OR 18 C¢ PVC OR 18 6"¢ PVC DR 18 8"¢ PVC OR 18 8"i! PVC DR 18 8"¢ PVC DR 18 8"i! PVC OR 18 8•¢ PVC DR 18 8.¢ PVC DR 18 8.¢ PVC DR 18 8"¢ PVC DR 18 8"i! PVC DR 18 8"¢ PVC D 18 8"¢ PVC DR 18 6"¢ PVC OR 18 6"i! PVC DR 18 REMARKS Ci! PVC C¢ PVC Ci! PVC Ci! PVC 6"¢ PVC 6"i! PVC 1(£~TRA• N6 ~E:ot1lAIN6D .....,,._,.___. -OJ m ''' 0 n ) CITY OF CARLSBAD I SH~TS I ENGINEERING OEPARTh.1ENT IMPROVEMENT AND UTILITY PLANS FOR: 5425 SCALE: 1" = 20' DATE: 4/2/2015 JOB NO. 14-2102 4/tt /,,. ~ OWN BY: CHKO BY: RVWD BY: HOEHN AUDI & 5445 ,· PASEO DEL NORTE SITE MAP PROJECT NQ: SOP 14-06, '. ORA\\1NG NO. 485-1 ~ a I ~! ~ ,l C ~~~ :; ~ (11 ' < . " . ' ► ;~2 z 2 m •c, •<x ii rn D ~;'l~ • m• • 0 I ~ ~ z m ~ ► ' □ JJ ~ 2 (;J 2 C s: Cl m JJ □ JJ ~ 2 (;J 2 C s: Cl m JJ □ JJ )> ::E -2 (;J 2 C s: Cl m JJ 051315 LEGEND _ _.J._'f.-i--1----EXISTING CONTOURS ~ EXISTING ELEVATIONS ----PROPERTY LINE ------EASMENT UNE ----0----CHAIN LINK FENCE -s-SEWER LINE -w-WATER LINE -G-GAS LINE BLOCK WALL 777777 l3U1LDING AC ASPHAL TlC CONCRETE AG A80V[ GROUND BLOG BUILDING BS BOTTOM OF STEP BSW BACK OF SIDEWALK CL CENTERLINE CLF CHAIN LINK FENG£ CLMN BUILDING COLUMN c.o. SE~ CLEANOUT GP SURV[Y CONmOL POINT FF FINISHED FLOOR FH ARE H'tVRANT FL now LINE rs FINISHED SURFACE GM GAS METER LS LANDSCAPE AREA LT LIGHT NG NA TIJRAL GRADE OH STRUCTURE OVERHANG SMH SEWER MANHOLE SW SIDEWALK TC TOP OF CURB TS TOP OF STEP TW TOP OF WALL ·"" WATER METER WV WATER VALVc --EXISTING 51/JtWALK \ \ \ \ \ \ \ 68-~,,-----+-------+--------+---~--,_f.<--+-- <ri >-i--=~ J >-" a, J ::e a, "'r .. w <ri ::e <ri oz "' w 1~ < " "' " z< w < w"' w r " ... Ws' r .. z z r • < "" z • b,: a, a, "' " 0 < " a, °'w z "' "'I~ "'lo o--,_ "' 0 "w s' <O "' -· <O • >-N 0 "' <O a, "'"' -<O Ii: ~ ~ a:i ·x ,: .,; "' " '-' .u, ·x .,; X ... 0 N, ,: No -. • • N (Oi-,: a, a, w N "' "' ~ "w " "' 0 a, "' W<O + + " "' + '-' + + w ;:; '-' + + .. JJ ~J <O ~ <O " " J " "' 0, J 0, JJ -JJ GROUND SURFACE OVER -J ..; . -"' -.: -J "' C: -oc -J -JJ . ;, .,, t.' < ,,;, .,, t.' . ;, ~~ WATER LINE PROFILE + <O .,, ·r < "'"' <"' <"' <O "' <"' "'"' rzz rz "'J rW r, rz + rW rz 66---'------+--------\---!---------------l----+--'-.t~-+----+----------j------+-----,------j--------'---------+----"f'.l---+-----ct-----------------~--66 ·[";, ~ ~~ "' --"' --J "' "' U, N "' -., J "' "' "' - ·r < <"' GROUND SURFACE OVER -a r rz "' "' -WATER LINE PROFILE " 64- :;' "' 62---=,t--J------t---------------i--------~------i----------i-----t---1-----,-----------------i------~-=t--;-----~1------,,;-,-----------+---t-7-----,1-~T-------j-----------,----- J ::e ~ b' 8 0 " < z ~ . :;' C, z "' r "' ::e ~ \ ~ " ~ > • 0 ,, ~ 0 N '-' 62 .. " z 0 u QC 0 ~ .. r ===r=======t======j=====1==c=~=1===±=========:::r:::::::::::==~==~'.=t========~c====J[~===:J-~ ______ J __ 60 w w I "' '" w "' INSTALL 160 LF OF a• OR 18 (CL 150) PVC I j INSTALL 188 LF OF a• DR 18 (Cl 150) PVC INSTALL 166.49 LF OF a• DR 18 (CL 150) PVC " '-' N 58------+---------~-------~-------------+------·-------~-----------~-----------------croo+---~~---~-~-,-----------58-, ,,; 14+00 «o 0 '° lfi ....: "' <O "' a. ~r STA. 10+10.5, 9.B'L EXISTING 2"0 WATER SERVICE PER AS-BUil TS (PROJECT 72-25) t EXISTING 4" ~~WER \_ TO BE ABANDONED CONTRACT TO FIELD VERIFY 15+00 STA. 10+20.5, 10.tR EXISTING 4"0! SEWER LATERAL PER AS-BUILTS (PROJECT 72-25) TO BE ABANDONED REMOVE LATERAL TO MAIN £ PASEO DEL NORTE --w-------------lw I t-tXi::011NG lo 0 ... "' -o U"i ....: WA TEA LINE "A" PROFILE "' "' ~ lo SCALE: HORIZ.: 1"= 20' VERT.: 1 "=2' STA. 11+31.71, 9.B'L POINT OF CONNECTION = 50+00E ~ WATER LINE EXISTING 12" ACP WATER MAIN PER OWG. NO. 166-9 W'ITH 8" WATER MAIN , I I 17+00 INSTALL 8"X12·x12" TEE (FLG X FLG x _FLVG_,)~~,,,..s"'T;;;A:',. "'1""1+"5:c3;:-5:?.'""'10"'.1"''R""'6:.."•::...,S:,cE.:,WE=:.:R EA -" V ...--r T" POINT OF CONNECTION EA: -8" G.V. (F~ 1'1'.\:T V"TII ~•t~t>N INV= 49.08 ~tT.A.i'RR.:'j"-.,._;,<..-,-1._!~!:'.~~ STA. 12+00, 10.1'R EA. -8.0. 2" EXIST. SEWER M.H.#4 STA. 12+11, 9.8'L EXISTING EX/SIT/NG 12"0 STA. 11+54, 41.9'!? RIM = 66.51 WATER LATERAL TO BE ACP WATER MAIN 18+00 END CONSTRUCTTON INV= 49.16 ABANDONED. SHUT OFF CORK PER DWG. NO 766-9 STA. 13+00, 9.8'L EXISTING 2"11! CONCRETE SIDEWALK PER STOP AND CUT COPPER WATER SERVICE PER AS-BUILTS SDRSD C-7, C-9 ,t C-10 BETWEEN CORK STOP AND w -'.:..-_____ JJM-',EJ=ER<.____ (PROJECT 72-25) --~-----,~----f--Wr w----'---------/.--w-------------w ····"·-··\__:·n1sm"' 1r,·--- ACP Ii TER MAIN 12 EX!SnNG WATER SERVICE s 3 >- EXIST/NG 2"¢ WATER SERVICE ~6" SEWER WATER LINE 'A' SEE SHEET 4 FOR PROFILE , ' STA. 14+8.ao. 10.1'R 6"!11 SEWER POINT OF CONNECTION INV = 49.83 14 SArtlI MID 1l'!ENCH--"t PE M'ND W2 TRENCH RESURFACING PER SDRSD.-G--==:- '200!<27 (TYP.) SAWCUT AND TRENCH PER CM'ND W2 TRENCH RESURF AC!NG PER SDRSD G-25, G-26 OR 27 (TYP.) ~DE· 8" P.V. +IN +IN f'l © N<O '¢ ci ~ ci U) <O U) 0:0 ~~ ~~ 19+00 20+00 . .EXISTING 10"¢ VCP SEVVi:R MAIN PER DWG. NO 766-9 -----~ -- 10 LANDSCAPE, UTILITY AND SIDEWALK EASEMENT 0 ~: N0"2.3' 44"[ ---- I . STA. 14+24.67 \ ', ----,,,,.,-,' I_ ..... ~, .,' 1'i , , , ' ,' / , ;/ f I I ,.-,· ' / ..... Y..... \ , \ " \\ ' \ \' .----- ' ' \ '---------:-/_,,I '\ ' ----_.--' . ' ),: -·' _,.... ....... --. . . 444 . .39' - LANDSCAPED AREA -Iii SCALE: 20' 10' 0 , .. • 20· 20' r: t , v•\ --EXISTING S!D[WAL I! ~i~: ~~~it~~ELJD~1 "A" n INSTALL: I I 1 EA. -B"xlrxa" E 1 EA.I -T.8 3 EA.1 -8"d. v. 2 EA.1 -B.d. 2" 1 EA. -M.A.R. 2 40' ffi d _;J _., ______ -___ ' . MONUMEN1 SIGN I 10 -- 1NV == 52.04 l STA.1+14.6 LL: LANDSCAPED AREA EA. -8"XB"X6" TEE FX!STING /OH¢ VCP SEWER MAIN PER OV:/G, NO 166-9 --EXISTING SIDEWALK I ---- 0 s LANDSCAPED AREA ~~171, : l I Yj i EX!SnNG " WATER METER AND BACKFLOW PREVENTER TO BE 1• USED FOR DOMESTIC, PROTECT l PLACE I I I 1sTA 1¼+12.6 --- BEND & T.B. 6=2"06'39" \ I 0 =----~'•, ; ... 7~ .. (;.'.\~~?.\'..:~~;.>J:)<~ EXISTING SIDE WAL -··· ." ( t• •• ~· r·:;;· t· ,•;-> · ~•; INV,.. 10· ✓-. i: >.< ·/· :~[ ?;~~,l-\--li;;:i;: 19~ ~ BO . -B"X8"X6" TEE -"-~--EA. -6" G. ---= ---= , I STA. 19+61.51S ',,, INSTALL: 1 EA. -6" 90" BEND t EA. -T.8. 1 EA. -DDCV ASM. 1 E~--6" 11.lS" BEND SOUTH WATER LINE SEE SHEET 4 ----=:; EA. -6" FIRE HYDRANT ASM. 17+00 / 18+00 ¥'----.-,,f-------+----s·w----€,~-----+-._----------i----l------x:---tl't1-..:.'.+'.:::'....--,.~~~"~~:\,1sl;r-+---+---j;"-7- wAlER UE "A" w 0 • 8" P.V.C. (OR 18) "AS BUil T" Q~~ !ICE vi) ')'34-EXP, 11--1 ~I I' '2 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 20' W'IDE PUBLIC WATER ---' EASEMENT TO CMWD REC. ______ _ ooc·.----~--PR. NO. -~li4-_5~3~-- DATE INITIAL DATE INfTIAL OTHER APPROVAL CITY APPROVAL E, ,·. s"ifl--· ,,-so-~ j),' \'l',CfESSt,w '.'1\:.L Ru,/< Q~ 'O NO. 60934 12/31 - •.' \, \ , ., a ' .> INV == 60.70 / / / / / / / .; JONES, CAHL & ASSOCIATES CONSULTING ENGINEERS 18090 Beach Boulevard -Huntington Beach California 92648-(714) 848-0566 e-mail: jca@jonescahl.com / DESIGNED: -SCALE: 1" = 20' DRAWN: C.H. DATE: 4/2/2015 CHECKED: D.R. JOB NO. 14-2102 / PROPOSED FIRE LINE CITY OF CARLSBAD ENGINEERING DEPARTMENT I SH~TS I IMPROVEMENT AND UT!LlTY PLANS FOR: HOEHN AUDI 5425 & 5445 PASEO DEL NORTE APPROVED: DWN BY: CHKD BY: RVWD BY: WATER PLAN & PROFILE JASON S. GELDERT '/'±' Is EXPIRES 9 30 16 DATE PROJECT NO. SDP 14-06 DRA\\1NG NO. 485-1 I I I I I I I I I 051315 C I 2 GI 2 C ~ m m JJ LEGEND N6T30'3B"E 358.55' -(ff),.---EXISTING CONTOURS --------------------------------------------------- □ ----------~ EXISTING ELEVATIONS IS SCALE: 20' 10' 0 ,~ -20' 20· 40' cp_, __ \ }_'_' _i:_14_· _. __ t J GRAPHIC SCALE 68 .. ~ L -I ~~R,dill.21 I ' INSTALL, EA. -a· -6" go· BENO I I 1 EA.I -T.9, 1 EA. -OOCV ASM; o_ V 13+00 o -----, -------,-STA:--4-2+38:--86- NORTH WATER LINE ai rq 62 0, I ,,, ,,, z 0 0 z F g " w z 0 z "' 0 w " a. >-' r --,-68--,-----------,~~et-----=l~tP97w _________ ~~~~-68 ;;;~ ~~ 10' 6 1wa:: 0....... ~• O-·z ~ + co "' . ..J'::i < z ~ JJ : J; ...J I j. ~·a:: 3: < • 1.-...J Ol~C..~ ~ ~ I "',,,· ~,; I GROUND SURFACE OVER d~ ~ p:; t-1/) ,---WATER LINE P OFILE > ..... '--66-----'------~-----,,,~,;-----~t--+---+---------J--+---~· -~ i; 66 I I ~ ~g "· f---64 A\ ,...-....,. . L.!..'.l .... + z OJ LJc,. • ..,.,.--..... • .,.-~ ... ~v-,.......,.-,~ ...... --..... ~.,... -..........--...,---~--i --......,.---~ ~ ~ I ~"~~ STA. o+o(-64 INSTA • 30.02 LF 8 ¢ AGLE LOC C900 PVC PIPE Wini 4-11.25" BENDS I ' 1-8" G.V. (FL X MJ WI RE TRAINED GLAND) INSTALL 1' ;· / 1 EA. -8"X6"X6" TEE / 1 IEA. -i" FIRE tYORAN; ASM. / ✓------i / STA. 13+82.0 ITEMS @@@® 10' LANDSCAPE, UTILITY AND SIDEWALK EASEMENT INSTALL-:-k -------r-EA. -/ 8" 4 • 1 EA.1-t,s. 1 EA. -M'.A.R._ I ---- ------ -'-0- -s- -w- -G- 777777 AC AG BLDG BS BSW Cl ClF CLMN c.o. CP FF FH Fl FS GM LS LT NG OH SMH SW TC TS TW "" WV ITEMS @@@® 1 Q' LANDSCAPE, UTILITY AND SIDEWALK EASEMENT PROPERTY LINE EASMENT LINE CHAIN LINK FENCE SE\-VER LINE WATER LINE GAS LINE BLOCK WALL BUILDING ASPHAL nc CONCRETE ABOYF GROUND BUILDING BOTTOM OF STEP BACK OF S!DEWALK CENTERLINE CHAIN LINK FENCE BUILDING COLUMN SEWER CL£ANOUT SURYFY CONTROL POINT FINISHED FLOOR FIRE HYDRANT FLOW LINE FIN!SHED SURFACE GAS METER LANDSCAPE AREA LIGHT NATURAL GRADE STRUCTURE OVERHANG SEWER MANHOI..£ SIDEWALK TOP OF CURB TOP OF STEP TOP OF WALL WATER METER WATER VAL\.£ EX!STlNG CURB --A-,-,,,NO-GUTTER 66.56 re c 6e;6e=_4",""'rc""'"i-------- 66-06.FL · -66.56-FS -t------+-·)E65~.2_9!.c1·±_~),_lj('-------- 66 .. UI-F. -.-.-. ··.'""""!''..-•" --:· ... _, ., . , .. · -. ;: : ,, . , .'. ----c.:;r~~~~~~~,-,c.,c~~'-f'._• ITEMS @@@® 10' LANDSCAPE, UTILITY AND SIDEWALK EASEMENT - 65.49 TC O" C.F. 65.95 AC ~1 64.99 AC 'l,,,=sc=,,,,-_ 65.85 AC NORTHERLY DRIVEWAY STA. 11+31.31 64.89 FS "\ R=28' ~ L=29.41' 65.29 TC 64.79 AC 65.31 TC 64.81 AC "l 0 66.5 FS \_ cg [X!ST!NG SID[WALK Q.. R=28' L=30.52' i 66.70 TC ! 66.20 AC I 66.25 TC 65.75 AC DECORATIVE PAVEMENT DETAILS PER DWG 485-1L AND ENCROACHMENT AGREEMENT PR 14-54 --- --~ \,_£XIS il\/G SIDHIALK ~ 64.80 FS 65.89 TC 65.39 AC 65.72 TC 65.22 AC 1TEMS @@@® 1 O' LANDSCAPE, UTILITY AND SIDEWALK EASEMENT SOUTHERLY DRIVEWAY STA. 14+46.06 SCALE: 18 • 20' J 0 z w 68 '" 0 m " "' .,; .l(D N 'co._.: + N ,:::l::f ;! i~ 66 I!!)!!) 64 62 60 58 ..... -H ,,, ,,, "' ,,, "' : ·c; ll'i d ,,, ,,, ,,, ' le l'c "' a. "-r ! 20' 10' ~ g 14 t 0 z w '" "' 0 . 0, • ~ . ~ + "'~ N JJ -JJ . ;::;:: ;:: (/J (/J (/J ~~ - -H 0 "' 0, ..,:o ,,, ,,, "' a. "-r I i 0 ~ SCALE: f!-2 * ; 20' 1\ GRAPHIC SCALE l ' I SOUTH WATER LINE 40' j in -,: >'-z -,: w« le~ ' I ,,, ' x~ ~ ~G: ~ r.1 + "' ,,, "' J .L -J.., . -,: -,: GROUND SURF A E 0\/E~\ -,: r ~ WATER UNE PROFILE ~ "' "' (/J ~ ~ \ I z "' " ~ ' ' • 0 ' N " " • . ' i I I I ' ' I ' I i ' ' 200.46 LF a• DR 1 8 (CLASS 150) PVC I -H 0 -H 0 ' "' 0 <O N I ..,: .,.; ..,: .,.; .... ,,, ,,, ' "' a. "' a. "-~ "-~ 13+00 1-EB A RESTRAINED JOI T SERIES 2610 RE TRAINED LENGTH -O' -62 11 AS BUil T" NORTH WATER LINE "A" PROFILE SCALE: HORIZ.: 1"= 20' VERT.: 1"-2' 40' RESTRAINED LENGTH I EXISTING 12" ACP WATER MAIN 5.14 BS ;,';6';'5."'5:;;3;;8':S;:;;;i':;-;;:-_ ~1~ 1 1 EXISTING SIO[WALK i < L1 I II :S c5 LJ MIDDLE DRIVEWAY TO BE DOMOLJSHED STA. 13+o5.2 11 25 15 0ATE INITIAL ENGINEER OF WORK QJ..LL RCE {,l)"/~4 EXP. 11.1')1j If> ADDED RESTRAINED DIP SECTION FOR WATERIJNE A AND WATERLINE "B". REPLACES SHEET SIGNED 4 7 15 REVISION DESCRIPTION I\ z.f, I 0ATE INITIAL OTHER APPROVAL DA1£ /-9-17 DATE' DATE INITIAL CITY APPROVAL ~c:fESS191, ,_s.\\:.L Ru,/<6"1 '{)\~ NO. 60934 ; 1 SCALE: HOR!Z.: 1"= 20' VERT.: 1"=2' JONES, CAHL & ASSOCIATES CONSUL TING ENGINEERS 18090 Beach Boulevard-Huntington Beach California 92648 -(714) 848--0566 e-mail: jca@jonescahl.com DESIGNED: -SCALE: 1" = 20· DRAWN: C.H. DATE: 11/20/201S CHECKED: D.R. JOB NO. 14-2102 ARED UNDER ~ A STA. 19+39.16S INSTALL: 1 EA. -B"X6" 90" BEND 1 EA. -6" FIRE HYDRANT ASM. 0 1[0 z z w w I '" '" 68 . 0~ U=!~ -,: I "'· <ri 'V a:i > "'. . N~i-,:<( i + ,,,~ + i "'JJ :'rJjj i -JJ I -,: -,: . ;:: ;:: ;:: ' ' -~~ ' -,: "'"' < (/J (/J (/J I ~zz I-zzz I "' --(/J ---' ' 66 ' 'I i i II i • I 64 i z ~lz ::, Wo \;' > <= 0 -,: " => I~ • z 8--62 I I "' 0 "- I I "' 18 ' I I ,l; 60 ,W ' w ' "' i I ! I ' ' . 58 I -H .. 0, "' ..,: .,.; -H N 0 " ll'i ..: -Ho 0"' ,ri .,.; ,,, ,,, ,,, ,,, .. ,,, "' a. "' a. [:' l'c "-~ "-~ 14+00 CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT AND UTILITY PLANS FOR: HOEHN AUDI 5425 & 5445 PASEO DEL NORTE UTILITY PLANS APPROVED: JASON S. G E DERT """-' //'JO ,~ CITY ENGINEER PE 63912 EXPIRES 9 30 16 DATE OWN BY: Cl::::I PROJECT NO. DRAWING NO. CHKD BY: SDP 14-06 485-1 RVWD BY: r- I I ~ 1§1 C :a l> ~~c ~ 6 Il~ ;:'; ID r;n ", 2 . " . •• c;J ;,i ~z ~zm 2 ,c~ :i! s: a C: ;;; ::ii "1l s: c 0 m z O· '" Cll I ~I m z :a I ~ I ' I I'. 1: ' C ~ § 2 c;J 2 C: s: Cll m :a ' I : I I I I I I I ,g a I~~ C :a i1 ~§ ~ i l;~ • , 00 ~ ; * 2 •• c;J ii! :;lz z ,m 2 i-~ -"~ C: . ~ s: i ]· I , ~ Cll <-m ;, m :a I ~ I I I