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HomeMy WebLinkAboutDWG 433-3; CT 04-01; YAMAMOTO PROPERTY; 01-05GENERAL NOTES: I. 2. J. 4. 5. 6. 7. 8. 9. /0. II. 12. /J. /4. 15. 16. /1. /8. 19. 20. 21. 22. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED B" THE CITY OF CARLSBAD REGARO/NG IMPROVEMENTS SHOWN ON THIS SET OF PLANS. AlfflOVAL OF THIS DOES NOT LESSON OR WAIVE ANY PORTION OF TME CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONA~ DOCI.J1ENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE,SHALL REVISE THESE PLANS WHEN NON-CONFORJ1ANCE IS DISCOVERED. h CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR f. G/NEER-OF-WORI< FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMIssr0Ns DrscovERED OUR/NG cal TRUCTION. ALL PLAN REvIsI0Ns SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER Will BE REQUI D FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY. PRIOR TO PER/1/T ISSUANCE, A CERTIFICATE OF /NS'IRANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PER/1/TTEE'S POL/C IN THE MINIMI.J1 AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY W. mNG THE POLICY MUST HAVE A RATING OF "A" AND THE SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BE,FS' XEY RA TING GUIDE. NO WORK SHALL BE COMMENCED UNTIL All PER/1/TS HA VE BEf.N OB "A/NED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. REVISION OF THESE PLANS MAY BE REOUIRED IF THE PROPOSED /Mf 1()VEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. No REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WR/TT, N APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON APPROPRIATE SHEET OF THE PLAN AND TITLE SHEET. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY Uff?N BEING SIGNED BY THE CITY ENGINEER. THE ORIGINAL DRAWINGS SHALL BE REVISED TO REFLECT AS-BUILT fOND/TIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK e:· THE CITY. ACCESS FOR FIRE AND OTHER EMERGENCY VEH/Cl£S SHALL f/E MA/NITA/NED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. '¥HERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT CfMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL~ SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN T. FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT Will BE SUBMITTED TO THE CITY ENGINEER/NG INSPf. TOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION Rf.1RT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR O THE BEGINNING OF WORI( AND SHALL BE ATTENDED BY All REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION INSPECTION SUPERVISION TESTING AND All OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHE.X!LE BY CALLING THE INSPECTION LINE AT (760) 4J8-J891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STA TING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEWLING. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING Will BE MADE /JY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 4J8-J191. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION rs NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFT. R 2:00 P.M. Will BE SCHEDULED FOR TWO FULL DA YS LA TER. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR ONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN All SAFETY DEVICES, INCLUDING SHORING, AND SHALL 8, SOLELY RESPONSIBLE FOR CONFOR/1/NG TO All LOCAL, STATE AND FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS AND REGULATIONS. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 Y SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SifRING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORXER PROTECTION FROM THE HAZAi OF CAVING GROUND OUR/NG THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE I, TALLA TION THEREIN. THIS PLAN MUST BE PREPARED FOR All TRENCHES FIVE FEET (5) OR MORE IN DEPTH A 'D A/fflOVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN ,VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. f1TLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THF CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR 1 PRIOR TO EXCAVATION. IF ANY ARCHEOLOGICALIPALEONTOLOGICAL RESOURCES ARE OISCOVF.RED WITHIN ANY WORX ZONE DURING CONSTRUCTION, OPERATIONS Will CEASE IMMEDIA TEL~ AND THE PERMITTE WILL NOTIFY T.HE CITY ENGINEER. OPERATIONS Will NOT RESTART UNTIL THE PERMITTEE HAS RECEIV. D WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. ALL OPERATIONS CONDUCTED ON THE SITE OR AOJACf.NT THERETO, fiNCLUD/NG WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, C TRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THROUGH FRIDAY AND NO EARTHMOVING OR GRADING !OPERATIONS SHALL BE CONDUCTED ON WEEXENDS OR HOLIDAYS. (A LIST OF CITY HOUDA YS IS AVAILABLE~ T THE ENGINEERING DEPARTMENT COUNTER.) All 0Ff·SIT€ HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRA~TOR TO THE CITY ENGINEER FOR APPROVAL rwo FULL WORl<ING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER Af 'ROVED BLASTING PROGRAM. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACllf!ES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENr/ON IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A ~OCA TION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTI NARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR ST. 1/.)CTURES NOT SHOWN. THE CONTRACTOR SHALL VERIFY THE LOCATION OF All EXISTING F. C/LITIES (ABOVE GROUND AND UNDER GRO/JvD) WITHIN THE PROJECT SITE S/JfF/CIENTLY AHEAD Of THE C NSTRUCTION TO PERMIT THE REVISION OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCA 1 /0NS ARE IN CONFLICT WITH THE PROPOSED WORK. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEf BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO CONSTRUCTION NEAR THEIR FACILITIES AND SHALL CDORDi('IA TE THE WORK WITH A COMPANY REPRESENT A TIVE. UNDERGROUND SERVICE ALERT SDGBE SBC ADELPHIA CABLE COMMUN/CATIONS COX COMM/Jv/CATIONS CITY OF CARLSBAD (STREET AND STORM DRAIN) 'CITY OF CARLSBAD (SEWER, WATER, RECLAIMED WATER) 'SAN DIEGUITO WATER DISTRICT 'LEUCADIA WASTEWATER DISTRICT 'VALLECITOS WASTE WATER DISTRICT 'OLIVENHAIN WATER DISTRICT 'BUENA SAN/TA TION DISTRICT * AS APPROPRIA TE (800) 422-4/JJ (800) 660-7J4J (800) 892-0123 (160) 438-7741 (160) 806-9809 (160) 434-2980 (160) 438-2722 (760) 6JJ-2650 (160) 753-0155 (760) 744-0460 (160) 153-6466 (760) 726-1340 SPECIAL NOTES: I. UTILITIES THAT ARE CROSSING CUT/fill LINES SHALL BE /JvDERCUT PER So/LS ENGINEER'S RECOMMENDATIONS. 2. THE CONTRACTOR SHALL PROVIDE A SAND CUSHION BETWEEN ANY U i'LITY THAT CROSSES ANOTHER UTILITY WHERE THERE IS ONE FOOT(/. 0) OR LESS Of CLEARANCE BETWEf.N 'THE UTILITIES. . STREET NOTES: /. ACTUAL STRUCTURAL SECTIONS Will BE DETERMINED AFTER ''R' VALUE TESTS HAVE BEEN C0//0/JCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE 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 BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-ROl£S SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINARIES SHALL BE ·cur OFF" TYPE. 3. All UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CoNCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES UP TO 15'. PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH ,i(" ROO( PER SDRSD S-4 TYPE 'C" AND PIPE MEETS ASTM STANDARD JOJ4 FOR SDR J5, SOUD WALL PIPE. 5. WHERE AN EXISTING PIPE LINE rs TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIRE11ENTS OF TITLE 24, CALIFORNIA ADMINISTRA T/VE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE 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 ANO POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. Two (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. WATER NOTES: I. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED INACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S WATER SYSTEM DESIGN GUIDE, SPEC/FICA TIONS AND STANDARD DRAWINGS, MAY 2003 OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOT/FICA TION BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EX/SITING C.M. W.D. LINES, A PER/1/T SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND A/fflOVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A ?RECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN (7) DAYS BEFORE CONST.UCTION BEGINS. CONTACT THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT -TELEPHONE NO. (760) 4J8-J89/. FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (160) 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. /WY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE CITY OF CARLSBAD DEPUTY ENGINEER. 1. All BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONWCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DEPUTY ENGINEER Will CONSIDER AN ALTERNATE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT ANO 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 RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CARLSBAD RECLAMATION RULES AND REGULA T/ON FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS CARLSBAD MUNICIPAL WATER DISTRICT. OCTOBER /99J OR AS AMENDED. /0. All POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE/ AND ALL METERS SHALL BE 518 (UNLESS OTHERWISE NOTED ON PLANS). ii. All WATER METER BOXES SHALL BE /1" X JO' X 12" POLYMER CONCRETE AS MAN/JfACTURERED BY ARMORCAST OR EQUAL. 12. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE /0 FEET. /J. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 14. CONSTRUCT/ON OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE IJCRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERSIJ PUBLISHED BY THE STATE OF CALIFORNIA/JS DEPARTMENT OF HEALTH SERVICES. • SEWER NOTES: /. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 'CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWING AND SPECIFICATIONS: AND THE STANDARD SPECIF/CATIONS, MARCH /99J, AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORXS CONSTRUCTION, LA TEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL ADHERE TO All PROVISIONS OF THE STATE CONSTRUCT/ON SAFETY ORDERS. J. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND A/fflOVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PER/1/T SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD f.NGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION (TELEPHONE NO. (760) 4J8-J89/). OWNER DEVELOPER: BLACK RAIL LLC... .. . . , RANCHO BERNARDO ROAD, SUITE 205 SAN DIEGO, CA 92128 (858) 675-6400 REFERENCE DRAWINGS: DWG No. JJ5-5 -IMPROVEMENT PLANS FOR BLACI( RAil ROAD DWG No. 397-4 -IMPROVEMENT PLANS FOR CT 00-IJ DWG No. 40/-5 -IMPROVEMENT PLANS FOR CT 99-/0 DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLME THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT/ HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN Of THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT THE DESIGN IS CONSISTENT WITH C/RRENT STIWDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBIU TIES FOR PROJECT DESIGN MLB ENGINEERING - PROFESSIONAL CIVIL ENGINEER AND LANO SURVEYOR 2080 WINE RIDGE PLACE, SUI TE A ESCONDIDO, CA 92029 (160) 141-5511 .A ~ ..,,~_,-______ DATE.· s/1/06 MICHAEL l. BENESH • / WORK To BE DONE: SIGNING 8 STRIPING NOTES: I. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF All SIGNING AND STRIPING. THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS aJRRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER: 2. ALL SIGNING STRIPING AND PAVEMENT MARKINGS SHALL CONFOR/1 TO THE FEDERAL HIGHWAY ADMINISTATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT, THE CAL TRANS STANDARD SPECIF/CATIONS (2002 OR LA TEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORl(S DIRECTOR OR HIS AND PUBLIC WORl<S DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED OF THE ENGINEER Of WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO WEEl(S AFTER INITAL PAINTING. 6. ALL S/GNAGE SHALL BE REFLECTIVE PER CALTRANS SPECIF/CATIONS AND SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY DR EOUAL). 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCT/ON PROJECT Will BE RESTORED TO A "LIXE NEW' CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORl<S DIRECTOR OR HIS REPRESENT A TIVE PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL REMOVE All CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 10. ALL PAVEMENT 1£GENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS STENCILS. //. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALXS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERJ10PLASTIC UNLESS OTHERWISE SPECIFIED. IJ. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE MUTCD 200J EDITION AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT ANO SAN DIEGO REGIONAL STANDARD DRAWING M-/9. 14. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 15. All SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE MUTCD 200J EDITION AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT /JvLESS OTHERWISE SPECIFIED. /6. SIGN POSTS SHALL BE SOUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45 11. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. 18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 19. All SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 20. WHERE R4-1 SIGN AND TYPE OMI-J OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-1 SIGN SHALL BE 18" X 24' AND THE OMI-J OBJECT MARKER SHALL BE 12' X 12" BASIS OF BEARINGS: SITE "' " ti .. iii SONGBIRD A VENUE A VIARA IPrill'WY VICINITY MAP Nor TO SCALE THE BASIS OF BEARINGS FOR THIS SURVEY IS CALIFORNIA COORDINATE SYSTEM 1983, ZONE VI, /991. 35 EPOCH, NORTH AMERICAN DA TUM OF 198J(NAD8J), GRID BEARINGS BETWEEN STATION CLSB-046 ANO STATION CLSB-044 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY No. 11271, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002. LEGAL DESCRIPTION: I. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS. J. THIS SET OF PLANS. 4. RESOLUTION NOS. 5828, 5829, 5830, 58Ji B 5832 DA TED 2/05/05. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT ANO RECOMMENDATIONS BY GEOSOILS, INC. W. 0. 4132-A-I-SC DATED JANUARY 8, 2004 AND UPDATE LETTER BY CHRISTIAN WHEELER ENGINEER/NG DA TED SEPTEMBER 28, 2005. 1. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MDOIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. ENVIRONMENTAL A/fflOVAL DOCUMENTS DA TED MAY /8, 2004. 9. C.M. W.D. STANDARDS B SPECIF/CATIONS FOR WATER, RECLAIMED WATER B SEWER. /0. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY MLB EG/NEER/NG, DATED JUNE /J, 2005. //. STORM WATER MIT/GA TION PLAN (SWMP) PREPARED BY MLB ENGINEERING, DA TED JUNE IJ, 2005. 12. THE CALIFORNIA STORM ATER OUALITY ASSOC/A TION (CASQUA), STORM WATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, CONSTRUCTION MANAGEMENT PRACTICES (BMP) MANUAL. LEGEND IMPROVEMENTS: DWG. No. '* A. C. PA VEMf.NT (SECTION PER SOILS ENGINEER, MINIMlN: 4" AC/6' CL ii AB) 1 ................. 1 . ............ ·:: .. CONCRETE CURB B GUTTER (6') CONCRETE CROSS GUTTER (K=IJ.5', L=JO') PEDESTRIAN RAMP P.C.C. DRIVEWAY (CL STATION, WIDTH SHOWN) CURB OUTLET TYPE A CONCRETE SIDEWALX 8" PVC SEWER MAIN SEWER ACCESS HOLE 4 ' SEWER LATERALS STREET LIGHT (9500 LUMENS) STREET SIGN Do/JBLE STREET NAME SIGN G-2, TYPE G CSD GS-9 B CSD GS-I0 G-27, TYPE :4' G-/4A • 8 CSD GS-12 D-25 G-1 CMWD S-5 CMWD S-I CMWD S-7, S-8 E-1*, CSD GS-2/ AS IND/CA TED As IND/CA TED 8' PVC WATER MAIN WIDEFLECTION COUPLINGS I" WA TER SERVICE FIRE HYDRANT ASSEMBL Y /" MAN/JAL AIR RELEASE ASSEMBLY 2" BLOW-OFF I" A!R-VAC ASSEMBLY TRENCH RESURFACING (TYPE A) /8' RCP CMWD W-J CMWD W-I2 CMWD W-5 CMWD W-6 CMWD W-1 G-24A CURB INLET TYPE "B" D-2 STORM DRAIN CLEANOUTS TYPE "A' D-9 SAWCUT B REMOVE EX. AC BERM \(7( '-...n/ j --lb n ' . . . 8'PVC ► - -I--@ ... ~ + ---W--- f---·---o------@ -~ ll I' MAR 2'80 -I' AVA i-------, L_ ____ _J QUANTITY 20,100 SF l,6SO LF 1,650 SF 5 EACH J,200 SF I EACH 9,750 SF 400 LF 6 EACH /6 EACH J EACH I EACH 2 EACH 500 LF- /6 EACH J EACH I EACH I EACH I EACH 135 LF 556 LF I EACH J EACH /92 LF QUANTITIES ARE SHOWN FOR BOND PURf'oSES 0NL Y, CONTRACTOR IS RESPONSIBLE FOR BID QUANTITIES PER PLAN. NOTES: LT = LEFT OF CENTER LINE RT = RIGHT OF CENTER LINE CMWD = REFERS TO CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS CSD = REFERS TO CITY OF CARLSBAD STANDARD DRAWING SORSD = REFERS TO SAN DIEGO COUNTY REGIONAL STANDARD DRAWING ' = INDICATES AS MODIFIED PER CITY OF CARLSBAD STANDARDS • '* = ALL REFERENCED STANDARD DRAWINGS ARE AS PROVIDED IN SAN DIEGO REGIONAL STANDARD DRAWINGS UNLESS OTHERWISE SPECIFIED. Underground Service Alert I CALL: TOLL FREE 1-800-227-2600 THREE WORKING DAYS BEFORE YOU DIG IE: NoRTH 15'15'04' EAST BENCHMARK: DESCRIPTION: OC-0179 DISC SET IN WEST END Of SOUTH HEADWALL OF 24' RCP LOCATION: 0.4 MILE EAST OF INTERSECTION OF LA COSTA AVE. AND SAXONY THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 21, TOWNSHIP /2 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO T.HE OFFICIAL PLAT THEREOF. ASSESSOR'S PARCEL NUMBER: 215-040-05 CALIFORNIA COORDINATES: /984-6243 CAUTION: REMEMBER /I/AT 11/E USA CENTER NOllFIES ONl Y 11/0SE UllUllES BELONGING TO 11/E GENTER. /I/ER[ CQIJLD BE O /I/ER U lll/TIES PRESENT AT Ill[ IIORK SITE. Ill[ CENTER l'lrll INFORM YOU Of WHOM 11/EY Will NOllfY. ROAD. RECORDS FROM: COUNTY OF SAN DIEGO, DEPT. OF PUBLIC WORKS: REPORT SV0/06-01, 10//5185 ELEVATION: IJ.87 DATUM: M.S.L. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL TOPOGRAPHIC SURVEY METHODS FROM INFORMATION GATHERED ON MARCH 12, 2005 BY: DIGITAL MAPPING, INC. 2/062 8ROOKHURST STREET, SUITE /01 HUNTINGTON BEACH, CA 92646 (114) 968-5459 THE TOPOGRAPHY SHOWN HERON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. I Engineering Professional Civil Engineers and Land Suroryors 2080 Wineridge Place, Suite A, Escondido, CA 92029 CARLSBAD MUNICIPAL WATER DISTRICT d ,, - -J , J/ • -• t2 ROBERT J WOJCIK, /JEPUlOITY ENG/NEE'/? R. C.E. 55698, REG. EV. ;&iJ0/06 CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS: No. OF FH (s)_J_ FIRE FLOW_"'/5"'00'-----G.P.M. OUT OF I F.H. Bux;, 5PRINXl£0 (YES) -I/{), FIRE Fww 1500 G.P.M. ~'~-IJ 'A.-, fl~ARSHAU j "AS-BUILT" /~ ?po/t&lo MICHAEL l. BENESH DATE R.C.E. J1895, REG. EXP. J/5//01 9/21/t tJ DATE 1---1---+----------~----1-----l-----1-----1 I s;ET I City of Carlsbad ~ ~==:::'....'=====ENG=INE6=R=ING=0E.=PA::::R=Tt-'E,::::N::::T===='--=~=SJ/f= 5 =E=TS:::::; IMP//0"81ENT PLANS FOR: YAMAMOTO PROPERTY APPROVED: GLEMV Tli/J'/AS FRUIM er t----+--+-----------------+---+--+---1--~ I~ ., ----, ie:;~-~~-~,~---71./, J.: CITY tNGII-EER 0,V/'E # 5IZ74 A'Xf'. 9130/i'OOl T~bA': RCE J7895 EXP. J/J//01 Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pacbell.net t-cocc,,:::E----t-1,;::w,::::r1A-:cl--t------------------+--::DA-TE-+--,-1,-m-,i-+--,o~,-,E----+-INI-TI-Al-l ~~DRA~==-WNB~~====~1 ==~PIIOJEC==,=N=o.====;-1~=-=-0=-RA=-W=I-WG=-=I/{)-=-. ~ ENGl!flROFWOR/! REVISION DESCRIPTION OrlER/Jl'PROvAL CITYAPPROVAL k~;:},08;~ .. ~ CT 04-01 4JJ-J \ ' ! 1-------------------1-R/W= 60'-----------------s 1--------30''------+--l-------30''-------"'=4----I .---15.5''+----l---14.5'J-t---,1,,-STREET LIGHT LOCATION (TYP.) i------20' /0' FIRE HYDRANT LOCATION (TYP.) -,._,,,.,f-~ :-- ---~ __ .,, - --- Ex. AC PAVEMENT 4" AC/ 6" CL II AB (OR _ _____,, PER SOILS ENGINEER) l' 6" MIN. TYPICAL SECT(ON: BLACK RAIL ROAD COLL1CTOR STREET (PUBLIC) T/=6.0 MINIM SECTION 4" AC 16" AB (f_ l--------------t1/W= 60'·-----------------s f------~-.30'-----+--l·-------30''---------J 1----10•--,-----20··----+-i----20'·-----~-10··----, IMPROVEMENTS 'ER IMP. PLAN 397-4 1' 5.5' 2% -" . ---·----------~--~~-_-J .JI '., I '~ TYPICAL SECT, ,ON: SONGBIRD A VENUE RESIDE. TIAL STREET PUBLIC) T/=6. 0 (f_ 1--------------~1/W= 56'·-----------------s 1-------28''-------+---l•-------28''-------- 1--10· ------.-~---/8·'----1----1-----/8''-----,--/0' --- 5' WIDE -4" PCC SIDEWALK (TYP.) TYPE "G" CURB 8 GUTTER (TYP.) STREET LIGHT LOCATION FIRE HYDRANT LOCA T/ON 5' WIDE -4" PCC SIDEWALK (TYP.) (f_ f--------------RIW= 56'·--------------i 1-------28''---------4--------28''---------J >----10''------.-~---18''-------1----~8''-------10''--- llt-------1--,5' 2% "' :.,: ;;; i: 6' MIN, 8' SEWER MAIN t\ R' WA TER~A LJO'MIN, TYPICAL SECTION: THRASHER PLACE RESIDENTIAL STREET (PUBLIC) fOR STORM DRAIN SEE SHEET 5 DESIGN SPEED 25 MPH T/=5, 0 MINIMUM SECTION 4" AC I 4" AB --t10 1-- ~ (./)// ,I I f-:,,L__,.;...._....1 I Sr. Lr , I , I 4 J2 - -_J -, ---=-I ' GCEt,N,'-"'~~~~T~A~vm~~<=---------- 5' WIDE -4" PCC SIDEWALK (TYP.) TYPE "G' CURB 8 GUTTER (TYP.) , I .. ,, 'l':l ·:3 cc ' -q ' ..J ' L(j : I "' I c5 ' r ,_ i;t: I /5 ~ I "' I I I I [iJ : /4 <5 ~ I I I /J I 7 ABBREV/A TIONS RIW RIGHT OF WAY Cl CURB INLET ELEV ELEVATION RW RECLAIMED WATER FL FLOW LINE s SEWER FP FLOOD PLAIN SD STORM DRAIN FS FINISHED SURFACE SF GROSS SQUARE FEET GB GRADE BREAK TC TOP OF CURB IE INVERT ELEVATION TF TOP OF FOOTING MH MANHOLE TW TOP Of WALL NSF NET SQUARE FEET vc VERTICAL CURVE NTS Nor To SCALE w WATER p PAD ELEVA T/ON ws WA TER SURf A CE PC Po/NT OF CURVA TURE PCR POINT OF CURB RETURN PCC POINT OF COMPOUND CURVATURE PRC POINT Of REVERSE CURVATURE PL PROPERTY LINE PVI POINT OF VERTICAL INTERSECTION (VC) RCP REINFORCED CONCRETE PIPE SEWER LATERAL TABLE Lor# STATION I.E. @MAIN I.E. @PL STREET LIGHT LOCATION (TYP.) FIRE HYDRANT LOCATION (TYP.) 1, 11 71 -7 SECTION A-A Nor To SCALE I /6+15 2 15+52 3 /4+92 4 14+3/ 328,45 330.83 333./1 335.42 331,60 333.61 335.71 339./4 343,39 111----l' 2% ----... TYPICAL 4" Cl 4" CL II AB (OR PER 1SOILS ENGINEER) 1' 5.5' __ LEVEL LINE -2%--b::2=%~-::I- 'Cl :.,: ~~ L;o, M1N , t\R• WAT!i ~A! 6' MIN. 1 8" SEWER MAIN I SECTl()N: SURFCREST STREET ' RESIDE. TIAL STREET (PUBLIC) DESIG SPEED 25 MPH T/=5.0 , MINIM SECTION 4" AC I 4" AR I Z'gpienl ct. reL .SeeLions THE STRUCTURAL SECTIONS SHOWN ARE fOR QUANTITY PURPO SONLY. THE ACTUAL STRUCTURAL SECTION WILL BE BASED ON R-VALUE ESTABLISHED IN THE f/ELO. SEE STREET NoTE NO. ON SHEET I. 5' WIDE -4" PCC SIDEWALK (TYP.) TYPE "G" CURB 8 GUTTER (TYP.) BENCHMARK: DESCRIPTION: OC-0179 DISC SET IN WEST ENO OF SOUTH HEADWALL OF 24" RCP LOCATION: 0.4 MILE EAST Of INTERSECTION OF LA COSTA AVE. ANO SAXONY RoAD. RECORDS FROM: COUNTY Of SAN DIEGO, DEPT. OF PUBLIC WORl(S: REPORT SV0/06-01, /0//5/85 ELEVATION: 13. 87 DA TUM: M. SL INDEX MAP SCALE: l'=/00' Engineering Prefessional Civil Engineers and Land Survryors 2080 Wineridge Place, Suite A, Escondido, CA 92029 Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pachellnet ENGINEER OF WORK /4 _p 3./ I/()& MICHAEL LENESH, RCE J789J~ 'DATE REG, EXPIRES 313//01 Underground Service Alert CALL: TOLL FREE 1-800-227-2600 THREE WORKING DAYS BEFORE YOU DIG CAUTION: REMEMBER THAT THE USA CENTER NOTIFIES ONLY THOSE UTILITIES BELONGING TO THE CENTER. THERE COIJLO BE OTHER UT/UT/ES PRESENT AT THE WORK SITE. THE CENTER fi?LL INFORM YOU Of 'MIOM THEY WILL NOT/fY. 5 13+66 6 12+98 7 /2+35 8 11+83 9 11+19 /0 l/+36 II 10+99 338.55 345,42 351.78 357.04 357.44 361,78 365.52 "AS-BUILT" 350.24 357.00 36/,85 362./8 365.62 368,58 A----€:: 7/10/4,10 MICHAB. L. BENESH J DA TE R. C.E, J189J, REG, EXP. J/Jl/01 1/21/IIJ DATE i-----ir----t------------+--+--+--+----1 I 2T I City of Carlsbad 157 ENGINEERING DEPARTMENT ~ ~,:::=MPIIO~VEl<::::cll~T~PlA=~;, F,~oR:=. ============~-==~ YAMAMOTO PROPERTY TYPICAL SECTIONS, INDEX MAP, ABBREV/A TIONS, BENCI/MARJ( APfflOVEO: GLENN THOMAS Pl/lJIM ,1Y 4-4 en'" d ~ ~ '//,-/_.,_ CITY ENGINEER CIVIL ~56},b7;Jww¥or 1/~~ t-"'DA~TE:-t-,;;;;NIT:::;iAl;-t--------------+--=oA-TE-l--clN_m_Al-1-~DA-TE--J.-IN-,T-IAl-l ~o~.A~WW~8~Y.=· ===;" r~=-=-=-=-~PRoJE-=-==c-=T-No=-,=-=-=-=-::;--;=o.;:l'IA:::WIN=G=M=o, ~ REVISION DESCRIPTION REC~;::2088'~.: CT 04-0/ 4J.J·J OTHER APfflOVAL CITY APPROVAL ,~=· ,. ENGINEER OF WORK . os·1206 0 J\l::E OG') 'Tl ~ 0, (A) ~ } ---------~~---------,----------,--~ ----+ ------+-------•------+------------------!-------•-------•---;------; --•-----------------+-------· --~---: ___ , _____ _ ' ' ' ' ' ---+-------+-------+---·---+ ---•----- ' ' I ' I I , ' ' -+-------•---, --•------------------· . ' --•---+---·-------~----.. •---•-----.. :... :......... • . .. 2QQ'.YC ..... :. --------------·-------• --•---. --·---r--- ' ' ' ----•-------•------------------------- ' , I I I ---------------•-------' -----•---• ~-------~---•---~---·---i ___ \ ___ +---l---·---~-------:---~ --~---;---·---~---·---~---·-------·---:- . ' ' ' ' ' ' --JJ5·-tG·•·······:·····-·• .. ; .......... •············· · --··--·:·······: ······•· .... •···• PVI STA = '23+25 ..... PVl ELEV= 341, 05 Gi=f./5%, G2=2.50% ' ) No. . I . 2 3 < ) No . . I 2 3 4 5 6 1 8 .... ------ ' ' □ +----- I No. -I -------.,. 2 . - - -- ' 3 ' ............ . - - -. ' CENTER LINE DA TA DEL TA/BEARING RADIUS LENGTH REMARKS N 0°02'51" W --Cl BLACI( RAIL ROAD N 02'52'44' E -115.79' Cl THRASHER 20°39'/4" 3/1./8 112.11' Cf/OWN LINE THRASHER CURB DATA DELTA/BEARING RADIUS LENGTH REMARKS N 0°02'51' W -284.06' 6" TYPE 'G' C 8 G N 02'52'44' E 121.34' • • - 201°56'01' 38.00' /31. 9/' • • N 25°03'23' W -5/.06' ' • 21°56'08' 100.00' 48.16 ' • N 02'52'44' E 17.59' • • - 90°00'29' 41./3' 30.00' ' • 89'59'3/" 41./2' 30.00' , • SEWER 8 WATER C.L. DATA DELTA/BEARING RADIUS LENGTH REMARKS N 02°52'44' E -80.83' S-4, CMWD S-5 N 02°52'44' E -159.00' 8' PVC (C900) WATER - - , , •·•···· ... ?'fl'Cll ile: it;t,,_i4_ ~n_i{' ~µ0:i>, .• · .. ········• ··•·•·• ····• •·••····• .·····•·· .............. . .. ; .. : .... -. •··· . . : ScAIESi1"=40'HoR, 1"=4rVERf . ··•·· ..... ··•·· .... ----; _______________ ' ___ ' _______ ! ___ , ___ ·-------•---------------, ---- ' I ' ' -1----· ·····-----•---•---·-----------:---.--------- ------------------• -----"--'----2-=--:1-'-------'---t--~2=-2~--~·-~-23~~.................. 24 25 ~~~-~-'--------2~---··· I 0 ' . _. --='j . -~--w .. Ex. A.C. DI 21+0 w ----w-----,- .: __ \'F" -~:;;:.:;::~ •. ·· ....... ',¥ ;;.;~.;:;;.:.~=~~ 22+00 Qi EXIST. /MfflOVEMENTS PER DWG. 335-5 Ex. E.P. Ex. 8" SEWER ~ s;:s <>:! w -~-... ~ ... -~ ••• -;;r;.:.z.-:. .•,.-m.-.r:cr.-I ~~:~:··_ 4 FOR SEWER MAIN SEE SHEET 4 : FOR STORM DRAIN SEE SHEET 5 3 (f) I h 13 I Ci I~ I~ ,~ 1~ I 2 I I ' , ' ' ' EX. /8', WATER Ex. /8"' REC. WAT. I EXISTING Souo YELLOW STRIPE ON Cl 25+00 " f5 ~ .... :,, e; ~ ca &5 a i "' .,.._ ,-.: <.., '() O)K ... -,., :s; ~ G:5'<, 'a: ~::j ~ ~t2 lg ~ vi, / / ,, Underground Service Alert CALL: TOLL FREE 1-800-227-2600 ~Inn: t:;taeA-~nit ~oniJ l SCALE: /•=40' THREE WORKING DAYS BEFORE YOU DIG CAUTION: REMEMBER 71/AT 711[ USA CENTER NOTIFIES ONLY TI-/OS[ UT/l/TIES BELONGING TO Tl-I[ CENTER. TI-IER[ COULD BE OTHER UT/UT/ES PRESENT AT Tl-IE WORK SITE. Tl-IE CENTER Will INFORM YOU OF WHOM THEY Will NOTIFY. BENCH. ARK: DESCRIPTION: OC-0I79 DISC SET IN WEST END OF SOUTH HEADWALL LOCATION: RECORDS Fi ELEVATION: I. OF 24' RCP 0.4 MILE EAST OF INTERSECTION OF LA COSTA AVE. AND SAXONY ROAD. COUNTY OF SAN DIEGO, DEPT. OF PUBLIC WORKS: REPORT SV0/06-0I, /0115185 13.87 DATUM: M.S.l. ENGINEER OF WORK _cf? ~L!a, 7M,-IC-HA-E.:c-l -;-l.-8;:;-E.:::-NE.=SH::c,-cRC=Ecc3;-:;78:;;:9:;;3;-----DA TE REG. EXPIRES 3/3//01 END LOCAL DEP . 352. /2 TC -35/, 62 FL BEG CB 352. 08 TC -35/.25 FL MOC-BEG LOCAL DEP. 352. /2 TC -35/. 62 FL 4 5 IFoR STORM DRAIN --r--11 SEE SHEET 5 6 I I FOR SEWER MAIN I i'iS SEE 5/'EET 4 ~ w I~ l.t Ex. IMP. PER DWG. 397-4 ~ ..:t: f5 "' "' "' ~ Qj ~',::;:;;,:~: ;:.::;;;;:;;,;;;;:;;s:. .,., . .,,.;";· a 'i t:; 3 ?!fX ,Ml',W'-\j;-+i,:......;!-,-"':,-,--\- ~ -.:(1 11: ~ I ii ... 1 / s 8 INSTAL STOP LINE, PAVEMENT LEGEND, RI-/ AND DSN iii i II i Q:>:,: I , w GRAPHIC SCALE 40 0 20 160 ri-•.;;.a--;.~;;;;;;;:~~t::::::;;;;;;~---I ( IN FEET) I INCH = 40 FT. "AS-BUILT" LOCAL DEPRESSION DETAIL Nor To SCALE ;;:1-il I I ~111/ ! l 1 i I I I I c:'lnn: Z'~,as~e, CD/nee MtCll~SH I DATE R.C.E. J189J, IIEG. EXP. J/Jl/01 Engineering Professional Civil Engineers and Land S urvryors 2080 Wineridge Place, Suite A, Escondido, CA 92029 Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pacbell.net SCALE: /"=40' l-----+--11--------------i---r---r--r~ [TI City E;:£,NG£~::!,sba_~ []J IMP/IOVEJ1ENT PLANS FOR: YAMAMOTO PROPERTY BLACK RAIL ROAD 8 THRASHER PLACE APPROVED: GLENN THOMAS /'R!JiM dJ- /4 ~ec:?!:' / ~~ ¢fa~ C!TYENGINffR C'ifirff 1151274~001 • DAIF 1---+----+---.L...------------i--,,-,--,--, ~:;:ORA=WN~B=, .. =-..= ====~~:;-;====;:;PIIO~JEC~r;No~. ===,;;:.=""0.;i;RA;lls;;;;,NG~~N,cco;=-. =i DATE INITIAL DATE INITIAL DAIF INITIAL CHECKED BY: CT 04 0/ 4JJ-J REVISION DESCRIPTION c,r• •-V,sL IIEV!Ellf'D Br:_ -ENGINEER OF WO/ill' OTHER Aiffl?VAL , == I I w w T ~~ :l "" ffi >.'. Q' "' "" C) c:, . ~~ Underground Service Alert CALL: TOLL FREE 1-800-227-2600 <-J "" ~ ~ ... "" TI-IREE 11':lRKING DAYS BEFORE YOU DIG CAUTION: REM[MB[R THAT THE USA CENTER NOllf/[S ONLY 71/0SE UTILITIES BELONGING TO THE CENTrR. 71/[RE COULD BE 071/ER UT/UT/ES PRESEN r A r 71/E WORK SI TE. THE CEN T[R WILL INFORM YOU OF W/-/OM 71/EY WILL NOTIFY. I 12 II 10 9 s w s s s w 16 13 14 15 INSTALL STOP LINE, PAVEMENT LEGEND, RI I AND DSN 'l;Plnn: .Su,f C,est 6t,eet BENCHMARJ,. DESCRIPTION: OC-P/19 DISC SET IN WEST END OF SOUTH HEADWALL OF 24'RCP LOCATION: I ·- o.4 ,MILE EAST OF INTERSECTION OF LA COSTA AVE. ANDISAXONY ROAD. RECORDS FROM: ctr OF SAN DIEGO, DEPT. OF PUBLIC WORKS: RE-I T SV0/06-01, 101/5185 /3.8( DATUM: M.S.L. ELEVA T!ON." ENGINEER OF WORK MICHAEL L. BENESH, RCE 37893 REG. EXPIRES 313//01 DATE I -__ _/ ' ' i' I I I I : I I I I I I I I : I ~ 11 L_ 2 ++--Ex. 18' REC. WATER ,t;,",;i '\,'\, t'l-· 'l} lffi-#---,,"----!--i-- - - I PROP. STORM DRAIN SEE SHEET 5 3 3 s o:'tan: .Semel' main SCALE: /"=40' ( ) . No. I . 2 . J 4 5 6 . 7 No. I 2 3 4 5 6 7 9 10 II 12 13 14 ---+--- ---·--- ------- ' ' □ ' ' No. ' ------- ' I ' ----+--- ' 2 ' . -- -' 3 ---+--- 4 5 6 7 , CENTER LINE DA TA DEL TA/BEARING RADIUS LENGTH REMARKS N 02'52'44" E -48./0' CL BLACK RA IL ROAD 03°05'03' J00.00' /6./5' CL SURF CREST N 00'/2'48' W -102.95' CL SURF CREST !O'J0'24' J00.00' 55.01' CL SURF CREST N /0°/1'36' E -52.87' CL SURF CREST !0'42'/8" J00.00' 56.05' CL SURF CREST N /024'42' E -335.98' CL SURF CREST . CURB DATA DEL TA/BEARING RADIUS LENGTH REMARKS 03°05'32" 318.00' 17.16' 6' TYPE 'G' C 8 G N 00°12'48' W 103.40' 6' TYPE 'G'C8 G /0°30'24" 282.00' 51.11' 6" TYPE 'G' C 8 G N /0°17'36' E 52.87' 6" AC TYPE 'A" DIKE /0'42'32" 59.44' 3/8.00' 6' AC TYPE 'A' DIKE N 00'24 '42' W 35.31' 6' AC TYPE 'A" DIKE N 00'24 '42' W 35.31' 6' AC TYPE 'A' DIKE /0°42'32" .71' 282.00' 6' AC TYPE 'A' DIKE N /0'!1'36" E 52.87' 6' AC TYPE "A' DIKE /0°30'24" 3/8.00' 58.3/' 6' TYPE 'G' C 8 G N 00'!2'48' W 103.40' 6' TYPE 'G'CB G 03°05'32' 282.00' 15.22' 6'TYPE'G'CBG 90°00'00' 41.12' 30.00' 6' TYPE 'G' C 8 G 90°00'0.0" 47.12' 30.00' 6' TYPE 'G' C 8 SEWER 8 WATER C.L. DATA DEL TA/BEARING RADIUS LENGTH REMARKS N 2'52'41"E -169.00' 5-4, CMWD S-5 N 02°52 '44' E -48./0' 8' PVC (C900) WATER 03'05'03' 290.00' 15.6/' 8' PVC (C900) WATER N 00'12'48' W -/02. 95' 8' PVC (C900) WATER /0°30'24' 3/0.00' 56.84' 8' PVC (C900) WATER N 10°17'36' E -52.87' 8" PVC (C900) WATER /0°42'/8" 290.00' 54./8' 8" PVC (C900) WATER GRAPHIC SCALE 0 20 40 80 160 ~ I I I i ( IN FEET) I INCH = 40 FT. "As-BUILT" A MICIIAEL l. BENESH • ~DATE R. C.E. Jl89J, REG. EXP. J/Jl/01 L...---+--1----------------1'----t---t--t---i rn City E:li!1NG£~::J,s bad CI:] Engineering Professional Civil Engineers and Land S urvryors 2080 Wineridge Place, Suite A, Escondido, CA 92029 Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pacbell.net IMPROVEMENT Pl.ANS FOR: YAMAMOTO PROPERTY SURF CREST AVENUE 8 SEWER MAIN Aff'ROVEO: GLENN THOMAS f'RviM df' /4 & ~ cC ,? ~~'... r ,6. --, /,_ /112b CITY ENGINEER CIVIL pfjifs(z74 EXF~0/2001 -r 6,,_ TE 1----1---1-------------+---lr---lr---1---i ~=;===~-=-=-=-~~==-==-~=-=-==-.~;::::::;~~~ DRAWN BY.·_ ~-, f'r;JJ'CT No. DRAWING No. CilECKEDBY: CT 04-01 4JJ-J REVIEWED BY.· DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORI( REVISION DESCRIPTION OT/ER Affl?oVAL C1TY Ail"ROVAL ) ' 051206 --+---+---•---+---+---+---+---+---+--- ' > I I I I I I I O I I I I ' ' ' --+---+---+---+- ' I I I ' ' ' ' ' ' ' ' ---+---+---+---T---+--- 1 I I I I I I I ' ---•---+---+-------+----+---·---+---' ' ' ' ' ' ' ' ' ' ' ' ' ' ---+--+-----+---T- j t I I 1 1 ' I I l ' ' ' --+---+---·---+---+--+---+--- ' , I I ' ' ' ' ' ' ' ---+---+-----+---+----+---+- ' ' ' ' ' ' ' ' ' ' ' ' --+---•-------+- ' I I I I ! 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