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HomeMy WebLinkAboutDWG 432-3; CT 04-22; OCEAN ESTATES PROJECT (OCEAN STREET); 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 JS DISCOVERED. 3. CI TY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF -WORK FROM RESPONS/8/LI TY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH[ PERMITTff'S POLICY IN THE MINIMUM AMOUNT OF $7,000,000.00 FOR fACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPAN Y WRITING THE POLICY MUST HAVE A RATING OF "A-OR BfTTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM TH£ CITY ANO OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE R£0UIREO IF THE PROPOSED IMPROVEMENTS AR£ NOT CONSTRUCTED PRIOR TO TH£ DEADLINE DATE OF TH£ IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL 8[ MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN TH£ REVISION BLOCK, ON THE APPROPRIATE SHEET OF TH[ PLANS ANO TITLE SHEET. 8. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-Of-WORK PRIOR TO FINAL ACCEPTANCE Of THE WORK BY THE CITY. 70. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 77. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NC INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT($) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 72. A PRFCONSTRUCVON MEFVNG SHAU BF HEID AT THF SJTF PRIOR TO THF BEGINNING OF WORK ANO SHALL BE A TTENDEO BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION INSPECTION SUPERVISION TESTING ANO ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3897 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 73. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGTNEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3897. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON TH[ DAY BEFORE TH[ IN$PECTION IS NEFDED INSPECTIONS WILL BE MADE THE NEXT' WORK DAY UNLESS YOU REQUEST OTHERWTSE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTI NG A DETAIL PLAN TO THE Cl TY ENGINEER AND /OR CONCERNED AGENCY SHO WING THE DESIGN Of SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION 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 THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ES TAB/ !SHED BY THE CONSTRUCTION SAFETY ORDERS TW E 8 CALIFORNIA AOMINISTRA TIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO TH£ INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, QPFRA T/ONS Ml l CEASE IMMEOIA [ELY. AND TH£ PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE 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, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7.·00 A.M. ANO SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 78. ALL OFF-SITE 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 ROUTE QR ADJACENT STREFTS AS A RESULT Of THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM ANO BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND 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 OU[ 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 LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22 THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCtlON NEAR THEIR FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4733 SOG&E (800)660-7343 PACIFIC BELL (800)892-0723 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAD(STREETS ANO 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 SAN/TA TION DISTRICT (760)726-7340 * AS APPROPRIATE C: DRAWING FILES TITLE SHEETS CLSB-IP.DWG REVISED: 11 14 06 ,... ., ( STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDU CTED 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 ANO THE ENGINEEREO STRUCTURAL SECTION MUST BE SUBMITTEO 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 HANO-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" Tl'PE. J. ALL UNDERGROUND UTILITIES ANO LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 75 FEET AND BACKFILLED WTTH 3/4" ROCK PER SORSO S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIP£ LINE JS TO BE ABANDONED IT SHALL 8£ 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 REQUIREMENTS OF TITLE 24, CALIFORNIA AOMINISTRA TIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL 8£ PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SORS DWG M/9. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER TH£ PROFESSIONAL LAND SURVEYORS ACT. 70. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES 7. SEWER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME /- GENERAL DESIGN STANDARDS, CHAPTER 6-0ESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME J -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK). 2. 7HE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM 7HE DISTRICT. IT MUST BE SIGNED ANO APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WA Y PERMIT SHALL BE REQUIRED. 5. THE CONTRA CTOR SHALL NOTIFY THE CITY OF CARLSBAD £NG/NEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. [760) 438-3897) WATER NOTES 1. WATER & RECYCLED WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & J. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOT/FICA TION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCT/ON SAFETY ORDERS. J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.O. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.O. OFFICE ANO MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER ANO THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELO A MINIMUM OF 7 DAYS BEFORE CONSTRUCT/ON BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, TELEPHONE N0.(760) 438-3897 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MA Y BE PROVIDED -TELEPHONE NO. (760)438-3891. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN 7HE WATER LINE EASEMENT, ALL EXISTING TREES ANO 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 CATHODIC PROTECTION. IF DE\IELOPER/OWN[R CONDUCTS A SO!LS TEST REPORT ANO DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT ANO TYPE OF MA TER/ALS OF SIGNING AND STRIPING NOTES 7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING ANO STRIPING. 2. SIGNING, STRIPING ANO PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION/, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LA TEST VERSION THEREOF), 7HtSE PLANS AND 7HE SPECIAL PROVISIONS. J. ALL SIGNING ANO STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEV/AT/ON FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO F'INAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING ANO AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WTLL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE Cl TY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS ANO PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OFTHE CAL TRANS METRIC STENCILS. 70. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INS/Of DIMENSION UNLESS OTHERIIISE SPECIFIED. 77. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCO 2003 REVISION/, AS AMENDED FOR USE IN CALIFORNIA) ANO SAN DIEGO REGIONAL STANDARD DRAI\ING M-79. 73. ALL SIGNS SHALL BE STANOARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION/, AS AMENDED FOR USE IN CAUFORNTA) UNLESS OTHER WTSC SPE'CfFIED. 74. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 75. WHEN A SIGN IS A TT ACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 76. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE Cl TY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE. 17. 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. STORM WATER BMP' S: POTENTIAL POLLUTANTS OF CONCERN: THE OCEAN ESTA TES PROJECT IS NOT EXPECTED TO GENERA TE A SIGNIFICANT AMOUNTS OF NON-VISIBLE POLLUTANTS, HOWEVER THE FOLLOWING CONSTITUANTS ARE COMMONLY FOUND ON S/MTLAR PROPERTIES AND COULD NEGATIVELY IMPACT ST'ORM WATER QUALITY: • SEDIMENT DISCHARGE DUE TO CONSTRUCTION ACTIVITIES • NUTRIENTS FROM FERTILIZERS . • TRASH AND DEBRIS • HYDROCARBONS FROM PAVED AREAS • PESTICIDES FROM LANDSCAPING AND HOME USE SELECTED SITE OESIGN BMP'S: THE PROJECT IS DESIGNED ro MINIMIZE THE USE OF IMPERVIOUS AREAS WHEREVER POSSIBLE. POROUS CONCRETE AND LAID TILE (OR OTHER PERVIOUS SURFACES) SHALL BE /NCORPORA TED TO PROMOTE ABSORPTION. LANDSCAPING OF ALL SLOPES AND COMMON AREAS ARE INCORPORTAED INTO THE DESIGN. THE LANOSCAPING WILL CONSIST OF 80TH NATIVE ANO NON-NATIVE PLANTS. THE GOAL IS TO A CHIVE PLANT ESTABLISHMENT EXPEDITIOSL Y TO REDUCE EROSION. THE /RR/GA TION SYSTEM FOR THESE LANDSCAPED AREAS WILL BE MON/ TORED TO REDUCE OVER /RR/GA TION. SELECTED SOURCE CONTROL BMP'S: 1) SOURCE CONTROL BMP'S WILL CONSIST OF MEASURES TO PREVENT POLLUTED RUNOFF. THIS PROGRAM WTLL INCLUDE AN EDUCATIONAL COMPONANT DIRECTED AT. THE HOMEOWNER(S). THE HOMEOWNER(S) WILL REC/EVE A SET OF BROCHURES DEVELOPED BY THE COUNTY OF SAN 0/EGO'S ENVIRONMENTAL HEALTH DEPARTMENT. THESE WILL INCLUDE THE FOLLOWING: • STORMWA TER RUNOFF POLLU1tON FACT SHEET * STORMWATER RUNOFF POLLUTION PREVENTION TIPS FOR HOMEOWNERS • STORMWA TER POLLUTION PREVfNTION YARD WORK (LANDSCAPING, GAROENING & PEST CONTROL) • STORM WATER POLLUTION PREVENTION PET WASTE 2_') F-/..{Y.J.J TJHl!OU/iflf 6 ~PAil!ATCJ~ ,-, 6EE TAOLL e,1:= LOW THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY TT-ff CITY OF CARLSBAD FIRE MARSHAL. "DEC[,4RATION OF RESPONSIBLE CHARGE" 9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 7" ANO ALL METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 70. 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 SCRVICES STiALL BE 10 FEET. 72. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 13 CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAIN$ $HALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEAL TH SERVICES. 14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER coun, ,.,~ :-o/c;,~-l ·--V -" ... ,v, 1°n"" H.n. ,nP cgao. "Ass1111rr,JOH OF 1't~,ar OIIAftl:rl • ~~ .,..$ (Jf t.,/5 /dB i H-~EBY murnE' ~iS'Pi MStSt.e' I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM : AL TA CONSUL TAN TS ADDRESS: 4901 MORENA BL VD. # 409 SAN DIEGO, CA., 92117 TELEPHONE: (858) 581-6101 FAX: (858) 581 -6138 d n I) ,-::,f?a, -,-----:;:;; 7 -G -07 -pARTOLOME li PASTOR DATE: IRCE 38606, EXP. 3/31/2009 f No._, CHM.<::iE' Fo~ oesJ qN all,4+l6rE'S 11),»1$ OAAWINf:?, \ f l~r,,,·, VON fZ flTBR bi~ OP '<I----' ALTA CONSULTANTS 11 110 N£1:rLEV ftl/t;; PLANNING ENGINEERING SURVEYING _J ~ w D w w ff) VICINITY CITY or OCEANSIDE 78 PACIFIC OCEAN MAP AVE CITY OF VISTA .,0 'i-0 CITY OF "0,.--"\4SAN MARCOS CITY OF EN CI NITAS SITE VICINITY DETAIL NTS LEGAL DESCRIPTION: NORTHWESTERLY HALF OF BLOCK 7 OF TOWN OF CARLSBAD, IN THE CITY OF CARLSBAD, COUNTY OF SAN OIEGO, STA TE OF CALIFORNIA ACCORDING TO MAP THEREOF NO. 535. FILED IN THE COUNTY RECORDERS OFFICE ON MAY 2, 1888. THE SOUTHEAST[RL Y LINE OF SAID NORTHWESTERLY HALF BEING DRAWN PARALLEL WITH THE NORTHWESTERLY LINE OF SAID BLOCK 7. PROJECT LOCATION: ARCHITECT: OCEAN STREET (BF:TWEEN BEECH A VE & CHRISTIANSEN WAY) URBITECTURE PLATFORM MR. JORGE OZORNO 3745 70TH AVENUE CARLSBAD, CALIFORNIA, 92008 THOMAS BROS 1106-D5 APN: 203-744-07 CALIFORNIA COOROINA TES NAD8J: N2003725, £6224844 SOURCE OF TOPOGRAPHY: TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY BAKER LAND SURVEYS INC. SAN DIEGO, CA 92703 PHONE:(619) 255-7356 FAX:(619) 501-9876 WDJECf O\A>~fR: [I'\(. 'Bernard eiolds+ei11 n,,.-s. 11\afina C.:l(,\ds-k.in 6oFAT1 LLC.. DATED: (7/10/2003). TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. ALTA CONSULTANTS LA TEST FIELD VER/FICA TION DA TEO J/19/07 I l.f() Tarna<ac.\<. Ave. c.,,-\s'oad I C,,A C\2c.oB ARRREVIATIONS: TOP OF CURB TC FINISH SURF ACE GRADE FG FINISH FLOOR FF TOP OF GRATE TG FLOW LINE Fl STORM DRAIN INVERT IE ~EFERENCE t».)b: 0. 1+1 ei+ ~al'ls'oad 1)~_ Nb. l~-9 )4cA-2B, 341-2. WORK TO BE DONE: THE GRADING WORK SHALL CONSIST Of THE CONSTRUCTION OF ALL CUTS AND FfLLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING ANO 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 STANDfROS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES Cl TEO ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED TN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 7. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET Of PLANS 4. RESOLUTION NO. 5898, 5899 & 5900 DA TED 05/78/05 5. THE STANDARD SPECIF/CATIONS FDR PUBLIC WORK S CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY TESTING ENGINEERS -US LABS DA TED NOVEMBER 2004 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMM/SIGN OEVfLOPMENT PERMIT CONDITIONS DATED NIA 9. ENVIROMENTAL APPROVAL DOCUMENTS DA TED EXEMPT 70. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY NIA DATED N/A WOID NO. N/A . 11. STORM WATER MANAG£MENT PLAN (SWMP) PREPARED BY ALTA CONSULTANTS DA TED 06 IOJl2005 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND: ITEM STD. DWC' s QNT' T SYMBOL PROPOSED LOT LINES------------------------------------ RIGHT OF WAY-------------------------------------....,...,i,;,--- PROJECT SETBACK LINE----------------------------------- EXI STING CON TOURS-- - ---------------- ------ - - -----~0--,./ EXISTING CURB & GUTTER---------------------------- EXISTING ASPHALT CONCRETE DIKE---------------------- 6' AC EXISTING WATER MAIN-------------------------------\I EXISTING WATER SERVICE-----------------------------0--,1 EXISTING SA NITARY SEWER MAIN-----------------• -----__ 8.SPVC __ EXISTING SANITARY SEWER LATERAL---------------, ,--®-S EXISTING POWER/TELE POLES AND WIRES----------· -------· -::-:<i 2• HP GAS EXISTING GAS MAIN-----------------------------------GAS -- EXISTING CONCRETE--------------------------------" PROPOSED CONCRETE FOR D/W ------------------------~["_. ~~••~· ~ PROPOSED WALKWAY OR IMPERVIOUS SURFACE---------------b:C}d ~ (PER LANDSCAPE PLANS) PROPOSED RETAINING WALL FOR BASEMENT LEVEL-------------I Z 7 / / 7 71 TO BE PER ARCHITECTURAL PLANS PROPOSED RETAINING WALL--------------------------- (PER SEPARATE PERMIT) PROPOSED 1" COPPER WATER SERVICE------W-1, W-3*--4 EA.-ffi--1,1 PROPOSED 1 1/2" COPPER IRRIGATION SERVIC E--W-4*----1 EA.---1,1 --@ PROPOSED 4" PVC SEWER LATERAL----------S-7*----4 EA.-©-S P~Po~f:D 511lP5<<,N ---------et-I-----------1 EA.-'i AC PAVl~C, ~ 'b46E. ~Crrt :,tll~"4~P<----------------i ,500 SF.-f > I PAVEMENT REMOVAL & TRENCH RESURFACING---------470 S.F.-~ REMOVAL EX . AC BERM-------------------------5 L.F.--==== 6" TYPE G CURB & GUT.-----------------G-2----62 L.F.------ MOD. CURB PiR DETAIL ON SHEET NO. 2-------------174 l.F.-==== CURB RAMP TYPE A--------------------G-27----1 EA .. -~ PROPOSED DRIVEWAY-------------------G-14---190 S.F.--q?:i:.\''.:.>W PROPOSED 6" AC BERM-----------------G-5----10 L.F.-- TYPE "B" INLET-----------------------D-2--~- PROPOSED PVC STOR M DRAIN PER PLAN------------' 0 .F. PROPOSED 18" RCP STORM DRAIN---------------3 1o'I L.F. =~-..,,,_= =~----_- ,,...,.""'-=T------------------D-9--,,__,..J:,;'I !loll MoD. TYPE A-tr cLEANouT--------------D-9----1 EA.--11 11 o 11 DRAINAGE FLOW DIRECTION----------------------------------- • PER CITY OF CARLSBAD STANDARD DRA'MNGS ~ PuBL1c STR.EeT LIGHT 'J,'S•o LvM (HMv) E-1, E-Z.,M-21 I EA· -~ N F6. A>1~~, A,foDEL $8 I -? ,,(?-01) SHEET INDEX 1) IMPROVEMENT PLAN NOTES CITY OF CARLSBAD FIRE DEPARTMENT 2-3) PLAN & PROFILE OCEAN STREET REQUIREMENTS HA S BUIL TH 3) SECTIONS NO. OF F.H.(S) 1-F.FLOW /541 6 G.P.M. OUT OF ....i...F.H.(S). ,---------------------1 BLD . SPRINKI E~O ... F.FLOW __ G.P.M. -;1'-,/_ .., /11-lcQ CARLSBAD MUNI CIPAL WATER DISTRICT J-2-· 10 DATE DAVID A. HAUSER DA lE DEPUTY a TY ENGINEER R.C.E. 33081 EXP. 6/YJ/08 INSPECTOR .1 It b() DATE I SHlEET I CITY OF CARLSBAD I SHEETS I 1------,1----+-------------------<1----+---+---+----a ENGINEERING DEPARTMENT 4 l---+---t------------------+---+---t----t-----1 //,. ~ SAN "Die ~, lit 9'?1~ I 4901 Morena Blvd. Ste. 409 San Diego, CA 92117 (656) 561-6101 Fax (656) 561-6136 . /YI,,,,_ ~ 1'\tl>l•U;', &'!,!,. 'Z-..,'2 •,168C> J'OB NO. 257-05, DATED J'ULY 3 , 2007 > ~ IOIA!l.P e. mA-rre-R. )R, lof>tel a, /?Jt>/Ud! r~---:-::::r-----R=E=Q=u=m:!-.E=n=--=T=R=-EA-:T=-M=E=N=T-c=o=N=T=R--=-o=-1-=B=M=P:-=TAB-:-=LE-=-----------L--L--L------------L-L-L-...L--J IMPROVEMENT PLANS FOR: OCEAN ESTATES PROJECT OCEA N STREET ELEVATION: 43. 09 DA TUM: COUNTY OF SAN DIEGO, MSL. :;:-_A-........__,,,'--'R-.C~--E'_.~_,...IJ_C_._E_,.Xf''--. p.,J~-lf TYPF: DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MA/NJENANCE QUANTITY I V 1) ·-• 11 ~ 17E-uU•~}-1 ~~m~U.!:<!'"',-,A-"-1!!•u,,__ ____ t---ll---F.¥.t;-:+-I, -' 1 c--c--=-'C""C--,-+--------,---,--=-1--c--cc--f-A~G:;R;;;f~f:;:;M~fN~T+-=----+=.:,,FR:,::E=c:O~U~E:'.._;N::;.C,;,Y=-d----t-.'' T,,z;;;;:-,i'F.;o;rai'cE';;'ll;'1-f'~ nub SfDE:!Mll..}(. LOCATION: 2.5" DISK IN SOUTHEAST CORNER OF DRAINAGE -r;cLOW THROUGH BIO CLEAN ENVIRO. MODEL PVT AGREEMENTS 2 ,,~PE<-rAm,eEA<•"''"",.., 1 I 21 ID E'J'l l/2l r;-J, I, , Yh:• I<' BOX INLET MARKED LS 6215. MONUMENT IS IN THE NORTHEAST SEPER ATOR NSBB 4 6.5 72 A SOR ?r-i FJJf & ';;;:;',,"'.:'=,a,.,""" , U ()> 'REM l-11 • • All,t••~ Cf'-~ (>~ CORNER OF GRAND AVE. ANO WASHINGTON ST., 52' WEST OF ill RAILROAD TRACKS AND 40' NORTH OF THE CENTER OF GRAND ~nTE: SINGLE UNIT TO BE INSTALLED AT NW CORNER OF SITE WILL FILTER ALL ON SITE RUNOFF. • (J DI', 'j(.FIT\ \ f-' '" ·vr,i,\Fll )r,IF :;iliEf'T 2.) AVE. STATION CLSB-730. /34<,1<.E.r -fi/6/2-4<,E. c;JPAor.y: u. s c.v. FT. DATE INITIAL -SEDIMENT"5Tbt.A6£. CAPAC/Ty: =/-4.0 CLIFT. • ENGINEER OF Y«JRK REVISION DESCRIPTION Uff ,. 1F l '(0 I ,,, 1.:, I.S ~ e,~l" • " DATE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL Tl1LE SHEET fl d-r # I<.,., , 1-1-, ~ p ROVED~~VID A-). HAUSER UTY CITY ENGINEER PE 3YJ81 EXPIRES 6 /30 /08 DWN BY: n · , CHKD BY: RVWD BY: ,.,-, •' PROJECT NO. CT 04-2.2. DRAWING NO. 432-3 • ' • 08300i rn ' ' ' I ' ' ' 11 .82' TRANS. 1 o.oo' TRANS. t __ ,_ -----+, ' I ' I ' ' a, l ,;i -: u w<.'> 0 ' "' 47.31 , _ I , , :::E • "' • m 1 < I I II 1 ..... '? -r ~'W I CURB RE1llRN 7/l 11 .B2' -:;:-----et:,-.. ;; -~ f + -1 --~ ----,I -~-;-+-' ... zc,---~11'---+---- -V V -I':! !f ;•----"--------+------+--_3,~='='="~=;:j:;.!:;:f--1-:'... ' IX)<--/---rtJP. '· I C, 0 aJ r T ,,,,,,,T' , xi=-"'> -~ cc~ ~ -~ --.,. -----+--t ~ r---z;::::,-.,-..-- , P, P I _ ---.==-:r.-..=--"'-' u 1--fl. / 4 et: II ~ ... . :;, < + I ~ ---. , o ~" r-! w Vl O -=>-<--:::. u ='-1:f: 1i -H--t=::1-11 ---mi----::1 -... ·---"' a,,-_____,I() v--!·o a;>---+----&O r---C,1--&O l&0---1------+---<'-11-.t---t-'o --N +----'--:::,~ x '~,,;-· ---.------+--------l WP-OF--ClJ-R.-Il:L~~~~~i~~B ~~:i:.{ '.;; --+---0 --~ ------9 -~11~---i--:~'.:-~L ~ ,_r.:,.,,_______,,___,-~-~-;;:___ ~~ ... -u ~... ~~ ... -~ ... -~ I•~... --I --< d~_____$._~--d-~ ---~·---:;~~,-.. d:; ~-_()_~~ fo!wJi_ ---' -_n_Ro__F' r_r_ ~ !:.: ~r:3-~ "! co .. I= 1/)~ o co.; co -..f -• • " ., co+ ... u ~ "-: m+ t, ·1 --~"'1c'"",1 ~ ~--"'±_ ... ,,\-~~~--~---__ -:_,,,+ "'d,-~n ~ ~"i=,f::l:.u_~<~~o..w~~----!-------rJ, 0 ~ "LL --;;:;::-~lD-!.U-t.:~-~11------1---Nl--+----Doo,---~-,,-Q ·c-:J-oo-----t e -..-:-I-~-*~ 61-,~I JI +.11 ~+ II i --OU a,•N ... --~uA----+ --t -,-~ ,-----• - .l..l ---~in-II u .... C,-r-;(O <(CCV ION IO C\I • • I"'...... ~ I"')~ g~ ..... l"')t-(X) X..... ;;j~ ,.., ;;j1~ ~ ~<LJ.._J 1------4 ----------u "= ~ -+--o u,__11-:Z ;;.-........ • --w+ u-CO ... -. V ~ -~~--r-t,---=~='f' ,ROPOSEDfOP_OF'_ ... 11 1--------+-----+ II !-----f--!2 ::E_O_LL.,_ ---~ 1--Omo +II + II + II / 6 060# -µn 0' ~---+~--=~-==~==~;:::::;::j::::::·:=::i(.')r111,,t, ::::~0~:Nil--d~"'~""~~=~"'~to:::~ ....... jo~<(~O~--<~~~~~:!;:=:...-J,::':-:-:-:-:-:::--:Jt; ·::-~:---;;~t=~~~~~-✓~-~i~M;Q~O~i~El~ED~,G~2~CU~RB?=,::J~~"'~~~-~=t::':t-=~~~~~~-~,.~;:-:~~-=-~"'~t--U.5J; =--+--,---m~G'. -NI--N 1--,,,e,,__ 0.60% •-+--E;Zi;Jll'I_G..LEFT EDGE ---·---1-0~YE-AR--H-GL:::;,.7 --------;:=::------_::-------__::---=-=-.. ~.#- ,!!_ , , OF PAVING 1 "" w · I 1 01.,..., L.r. v1 1 .... -R~ 25v-v • t--~lw ~ 1 "IORM DRAIN O 0.50%, .WATERTIGHT JOINTS , DETENTION PIPE CAPACITY VOL, -r-~? ---,-. ----4 ---20":l --+--~~~-COO> -+-------~ ~ ___ _.,29,<_+_,__,,,82,,,.58_1NSTA'' ----;;,-_,._r.. __ __jg:+----F I U[ ... ,....: 5' TYPE "~" ' ~ l ~ 0 t-a:> ~---r------' ~~:::: -+ -~IQ~ -PER D=2i 1E ~1111'1-!l.lo--~;:::i;g' ---~---,~E47•;~S'.~LL 1-----+----+----+----1L1--7!~ . ' -u~1};;W:r.:,.•---+--------•---.._ co --• -i , ~ a..~w +-------+--o·r-,t'----+-P. · : IE~IN 11,0- ... et:~ o la, ":l ol;:, ~ci ID "' wt; z ~ '.:;_ -IE~UT •• • = .38.Kl a---t----+----.----di:,: :::E + --;;o:-x-·---~---~+:I:"';-· ===------~---"' N -"' zco et: 11 .07%) ~ gi~ RIM= .::,u ,, n . - --~ ----f- 4-\ --~ --~ - .'I 5)-J--.;..-,\==EXIS+ING-CENTE-RblN ~l2RQJ;ClbE_-1--·-- \ (0.52%) ------~--~-,=== --= 700 Cu. Ft. - 150.46 LF. OF 1lL]RCP D 2500 STORM DRAIN O 0.50%, WATERTIGHT JOINTS DETENTION PIPE Q,o= 4.11 CFS V,o=2.33 FPS STORAGE VOLUME 7 0 GF -+---1=,----+- ~ "col-----+-----+-----!--- ' ' 'w (.') -' i=:r:~ +-------{J).-z-'~-~--+------x < ~ ~ -~~~ -~n~ o~~ Nnn t----------,-i,,-:111---------+ I"') 111-+ ~ ~ ,;;•w c=o.~12=~~-~+-------__ ..,~~~~'---+------,----'~~-~10=.1:L,~, --i=----==---==-.::;::::::!~--==-.==-==-:~~:'.::=~=-==-:=-+-----=i=~=--==+-==-=--===i"" I I I +l"i -i'<iJ~•t-,...-~- ' l;,,-n-~-----,,,o w---~ ;;; ------+-------•+IDjc"'-_ ------+-~':':--la, -..:-.. , ~-+----+-------N-+1/l-Ct: ______ N+t~--w ____ ,_,_ __ ~="'~"-'.,_,,,~(Q=.5~2=~=--==---c=--==..;l==----==--="'~lv~-=-==--=;::_:=--·~-"""'-QQ.:l-===--~=---_-_+-_-_::'•~~-'-'-" __ ---- . r-APPROXIMATE TOP OF EXISTING 10" ACP W TER MAIN +-------+-----+------~,\--I -+ Ii I ' ' I -;·~-~i----~~=~=~=-10· WATER MAINO ' ' ---+ --- -+--------l,E 3B:2u t - ' -----+---------1---~-J I -~ P .OJLILE -/ 1 \ i - ' _,___CL ______, I. --+ ______, ' --~~-~-_J__-----+ ' i --+--+-----,. --~------+---FJrn-hFJ-L'E~·---O-cEA.N-STREET -1------+-'1--r +---~ SCALE: HORIZ. 1°-10'; VER1.1"-4' I -I I I -+----I --+--- ' I I ' ..., -IE-;;-2-9--;-9-o__,_~ J : 4 ----+--------+---- ' i ' I ' ' I ' ' '--EX7!•-vaP-sEWER MAiN-PER l'lWG:+-188-9- 2 9--:-;::-0-0-: -2 -!T-i~s-u 5.0' I 1 inch 10 ft. I ENC/NEER QF WORK ~~~~~~ CURB DATA FIRM: ALTA CONSULTANTS !'],:' No,38606 -,,"'i I BEACH ACCESS -- I· _i___, ___ _ ' I i I I t t----- _.,_ ___ _,_ ' ' ' i ' ' i -'----t ' . ' I ' ' I , I I , 1, ; i I ' I :, 1-------+---->1+,1-----+--- -----+-----+--'-~----+----- ' I l i +--- I ____ , 111 \----r I ~ +---- ' I _ __, - -, V' ' 'n,.,. ' ! ------+---;----+-----+-----_,E_=_~0.65'-=__-_-_--+----+--------'-------1 ' U 1 --U v ~-------!-l-----+--I ---~ 203-1.W--23 2J03-14!0-24 INSPECTOR uBZ.'c.l 'R.C. E. q l'3o/2004 LIC. EXP. DATE --~------~---~---~--------ADDRESS: 4901 MORENA BLVD.# 409 \ll ~E,p3/31/o9~"' NO. DEL TA/BEARING RADIUS LENGTH REMARKS SAN DIEGO, CA., 92117 * o> "'* 1r-;--,c-1r-D-EL_T_A_=~9-0-'2-1.-0-5.--t--3-0-_0-0-. ---t--4-7-_3-1,-t:-5.;;--::G---=2-cu-::-:-::R::-:B:--c&:--::-GccuT=" TELEPK ONE: ( 858) 581 -61 01 s-'1r. c,v11, A'N-"' Fcu RB u NE 1~,1 ~1-------+----+----f-:-,,===:--1-.-,:--1:---· FA X : (85~8) ,7-::1-138 <qcCALI~;,,, f------=2:.:4_" --------'---1-----------"-4'_-_,::6_" ______ _j 5' l----+---+--------------+---+--+---1-------l l SH2EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 4 !=='..=============::::::::::::=====~ (2 N34"05'03"W --184.92' ~RR9bF1ED 4• G-2 ''j -· -6" SIDEWALK NO. DELTA/BEARING RADIUS LENGTH REMARKS IMPROVEMENT PLANS FOR: OCEAN ESTATES PROJECT OCEAN STREET l~,'----+--------l----+---,--+"'.!illliL__ ____ -4 -/ " ~ -/ 8-cJ7-tJ7 1/2" 1 .. RAD\!-•-•-_-_·• _r·-,1 /2" •R·A•D_.--,,;•---_," ;._--: ~ -,-__ • __ --__ •-•_-•:Z;%•-• -•_.,_ • r •(~1~)~-N~3~4~'0:'.:5~'0::3~"W~-+---==---+_____'.1~0.::50~•:--1~Bf;i~''f~u~~P,~~~-~2~50~0~~Lr:::==ic=:r===============c==r==r::==i==J ➔3~+-N_3_4_'0_5_'0_3_•w __ +------+_1_0._o_o-lh4.,,_.A,,,-.. c._. _B,,,ER·M"""""=i rARTOLOME J.JPASTOR DATE: ~AD\ ~ • • I, -' 1'~2;!--'.J-~N~2~4'0~5'~0'.:_3"~W!___i...-==-_jf-5~1~.2~5:.'-t~~:~ .. ~R~~?~P, ,R, t~.9 ;,4 N34"05'03"W 164.95' M°9lf!~~ISC~~lrER CE 38606, EXP, 3/31/2009 ~ • ~; -: ---;, t-;LL.>ll.llil.~~B• 12.1w11itr•~e-m:ml1A!::~OC~-1·,UK"!!"~N~~~~mtrCr1 ~!ruL====t=jt=1==t=j REQUffiED TREATMENT CONTROL BMP TABLE io I t .. _~~Jt_::_ .= .. ==_.==_=;=, "<.~~; ~ ... ~-_~::; .. ~g~~-~~~1+~~-==-::-=--~~:d:~;.:.:'..:~.....1.-=3 '-'-'--N3-4-·o_5_'o_3...,;"w_---11,..__-_-_..1..._15:.;0...,;.4...,;6-· .J.w~S..:~TE~R!:!.~TI!!!P G~~u0T-...:i.!l=8~1iu0•~•-1-!J,1 'l:l'fll.J1ID4-!~~ ]Db ;;I• ALI( ~A==~=io=(~=-=_=o __ A=_~=o=A=.= _H_=AU=s=E=R=,l{,= ... ==~=h>-=-.. ==~11 = _16=7=; DESCRIPTTON OWNERSHIP ~Ad~Ii~~~~E SHEET NO. M:~~iiu~~~~E QUANTT TY -•• ' • ~; ,~· -•• ·:l--,;...--r-~~ '-7% DR IVEWAY RAMP ALTA CONSULTANTS I ~ ~ ~~~IN ~~~· nRt r,,/z-r,/Cd 6vf' llFPUlY OlY ENGINEER PE 33081 E;~l~~--~~ TYPE LO W THROUGH BIO-CLEAN ENVIRO, MODEL PVT AGREEMENTS 2 INSPECT AFT£R £ACH MAJOR 1 PLANNING ENGINEERING SURVEYING • •-IT\ nc:-11F. 'vi 'Vf\l,£{1JIIS ~l " '' OWN BY: · -6 · I PROJECT NO. I ORAV.,NG NO. SEPERATOR NSBB 4-6,5-72-A-SDR QI'! FX{ &: '6,,"/!',,t~":-,',,"::fAf~AR MODIFIED 4" G-2 CURB 4901 Moreno Blvd, Ste, 409 San Diego, CA 92117 (606) 061-6101 r.x (806) 081-6138 DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKO BY:=J.L-,.e,.l 432 _3 JOB NO. 257 05, DATED JULY 3, 2007 ENGINEER OF 111:lRK REVISION DESCRIPTION OTHER APPROVAL aTY APPROVAL RVWD BY: (,u-J VOTE: SINGLE UNIT TO BE INSTALLED AT NW CORNER OF SITE Vv1LL FILTER ALL ON SITE RUNOFF_ NOT TO SCALE C: \DRAWING f"ILES\TITLE SHEETS\CLSB-IP.OWG REVISED: 11/H/06 < l 070708 083007 I • . . ' ' + ----·-----+ ---~--I 1-+ : : --~----; ----- -+----+I----: t -----+----~->--: -t -----+'.-----t --t; , ""'-. zl ,,-: ·-------+--+-----+------+-----,.:,""""STING 10· WATER,---t---.,.-:,ri--;;,..,:~-c.X:-INL.E"T-To~--~"-t-- 1 (~-:---t-+--M 01HOl£-PRl0R .:if ~f----+----"~,E'MAIN -7 ~ >------+----_--:.._ + --+ ~-~ ------_-_-_+ ~ ~ . ----~ -_--~~( ----: --: _---it-----=--=-:-=-:;cc~""LL~!Fo~Y.c;cfSA~c~~m~c-'N--'T'."o::~-,e v-v r-;r_-=.1 -:_-::-:d,"'::H::IQ!=-L-=.~-~=::::rrt 4 ~- "" ~· .l( ~ ---....----, __ -___ -_-_------~~E~l~TING LE~GE--~--~;;-L-;; YR ~TO;~ -----'-f----1-' ~ AF) ·~~"~G'AJ"lll tt"' 10 IYR ST(!RM--~'1>=-v:,,:,"'-c.= l'--j ~wr=~!ll'.LJ11,I II -i --+ -' OF PAVING , >-------.---~--tt-TOP OF WIER-t --t ,,.r.J f- c-1 FV, .,n 7"-,1 .() • ~~~-~~~~;;;;;;;;;;;;;;~~~;;::~i~i=i~~i~i;===2i ===~;;;;:;;;;;~;:;;,~·;;:::::~::::::J~n1~~"=''--"'----:=1r---~---r ---==r-==~t==!·~~:==~·~~:::::==t -r1~f't£ .... ~111o..~t~;,;;2 II Eg II ~ ~ , 146.14 L.F. OF 18 RCP D 2500 ~-----...:D,-,,E,,_.,TE"'N"TI"'O,,.N.__.__P"-IP_,,E--'C,,.A..._P"'"'A"'C._.,I -1--'V-.-,0=.L -700 Cu . Ft. ----,~ 51------+------+,-:::-:::-:::-:::-:::11.j_l j~~~~~~~-~ ~~~~t1=ulll~z~~~j_]J1~=---:== ,...._. STORMDRAIN O -l .50%;WATERTIGHT~OIN1;:, >--.,,~1-2"0RIFICES --~~ 1 v0.D5L.P. RCPD=:1500 I "Oz t-----1 ....:l C\l ", -e--= 4.11 CFS 2.33-FP;:,~.,~~ij .. rni;iF~,ri:,urou·7v:;i·, ======+===================IJ--lk1::J· -0 -BASE-0F-WEIR I -------+----'w"'l,::;j-~-+----•1 ST M DR !:::=:~~5~o:,,;~~~=!~~-11~•~~jl __ +---- --' _ .._ ---,-, FOR LOW FLOW ,,, 11_ CFS ::r:: --~EXISTING-C~NTER□NE-PR)FllE A -----~lf5"/i +-----; = 2.33 FPS ""'-. -----1 -+ ---"" -t --33+50~14 INSTA[C-Mort---r -.--,1------+--+-----+--~~ ~,-:::,;-----+-----+--33=F50~14-T11r r 111ou. ,3::r5d:,'I-INSTll[[-+----O -2_1_~ '4\ l"')U)o:: I • • ~ •• E-< r-j-----1 TYPE "A ~• ~:rr -J ,;!..1.--, + ..,__ ___ t---~:JWE-6-CLEANOUT -oeE~B INbt;. - ~ ~--+---- +----~-----~-r + m ,__ __ A , ' ... ... • . + ---... , . -I 1----=-·~tJ.~=.::?-~{)-_--,...-~---+---__j-~~--l:.!a-DE~:'l":E'l'~'i----+----=~ ~ ~ : • ' , I ' -• t -t + . /"1 i ' --t +------i I· ' +-___ _,11------='---~----+1----1----------+--' . ~c ~ --------~.--~--t--. . ~ m -~ -+---~--· ~ -1 , ' +-~-I m .. : ~ p ROF f!:,~gfof rJ.-f! 7~'f-R-EE-T --~ ----=--+--~I +--~\ --=~~~_-_;+--------+---'--+------------<'f-----====-·-_-_· ---+-f-_-_ -==_·-+---_ ~ - -+-----~ I -------~--I I --i ~ f-·--~ ---~.----+: ' ---+---~'-----+ --~l:--------~·1---------t ____ ~----+1 ____ 1---___ T __ , EX. 8" VCP SEWER MAIN PER D . 188-9 , ___ ~ ___ , --===:;:::...·=-----==::;:----=-f---_ +-t--+)--___ -t'"" •--===--=+' -----< ' j.._ I ---+--- ----=---=----------•--_ -'---:~=-~r===~ ==-------=-· ____ _ ___ ---,-,-= =---=---T ------r -.._ , ~ ~ ---t I ---3""'_,__n,_ ____ --t•----=---.,---·----i------c':-----.,----------+--------t----------------.----,------t--------,'-------------,-1 ___ -+-::-:--=------t------.;'tt•.J,_,_•-------,----,-----t------,-'-------,----+------,---------, I ~ , . . II '=31.32 ~ ~ 1 j:-oo : -. ---, -02-:~s-o -i -__, 0-Y,~u :J3-:~so t 3Lf--1-o-o--_,__ ---i ,~ :-~----+----;-----,. +---~ -I· : : -t + , --:__ __ +---__ _:-------1 ' ' . ' roWN OlF C.&.lR!ll' -,,n AMOENDJED MAP NO. 775 (.ll.5 5.35), JBJLOCK. 7 EX . STORM DRAIN INLET 203-144-03 REPLACE ANY LANDSCAPING OVERLAY FOR SMOOlH / -/,,.--/7 DAMAGED DURING CONSTRUCTION TRANSITION ' / WI 1n :,AMI:. 1 ,,..c. ur ../-· WHEN TRENCHING FOR STORM DRAIN USE EXTREME CAUTION \REPLACE A.C. BERM LANDSCAPING r' · · • --.,. Nf"IO A---B tlfJl"OUf ---.., TO AVOID EXISTING SEWER WATER & GAS LATERALS AS NEEDED 1, === . -17 iq1l) EXISf 16"-fl.C.V ANY LATERALS DAMAGED MUST BE REPAIRED To TI-IE G146.14 L.F. oF 18" RcP ·-iill\...,_h ~µ.--,.,.11~1 ;+-"--;:r:.-::-e;! ~-· SADSEAClJON OF THE CORREseooDING UTIIIJY COMPANY _,,__ __ ___. STORM DRAIN O 0.50% __ ) • ~~ --~ -'---. IE/JN{N)~31. ~~ ~ ~~~~~ '---'---~ ~ ~ ~~ '-..'---'---'-"-'-..'-.. \-...'-..~ ~~ '-..'---~~, "-~'---~ ~ ~'-..'-.. '-..'-.. '-..'-.. '-'-..---: ~-·"-"" ~ ~l:fi :J.Z'~ [/) [/) [/) [/) 1/) ,n , DETENTION PIPE ~, , --..:::, '-"-'-"--'----~(BIN lf):31.)\ ,..._( • INSTALLED AS PART I,,"-'-', ' • ✓E~t5 Ri:_m:>'IAl::'"_OF. flYi_f¼I-IDOl'I_ Da>. _wA'TI ~ Ll~E,.... >-w w "' ,0 ci ~ I x_ w _J GRAPHIC SCALE O 5 10 20 40 ---1-1_11-----1 ___ ~1 ( IN FEET ) 1 inch = 10 fl. r EX . STORM DRAIN INLET 0 1~-r;:±1= 0 / EX. STOR M DRAIN C/0 t - t T ~~ "' ~~~~ ~ ._,_ .<~ ~~-j -""~~,. ;"" '::--' '="-~ ~ --,~~ ~,--.:::::: , ·"" '-c ....::....;...._,_..::....,::...,, ....... :t--~': .. ,,.. --1-.. ""--4 ) r-4,...--....,,.-.-...,.,..:"',-:_-...~.r • __ --\v OF A-6 ~OUT W r ~ " --w --w --w --w --w •n Ll.36"RCP ~ -----1 >-----1 --w - . w w w w w w w w NEW ~'Df(~lt-1_..... <14 w EX 10· ACP WATER '/.w . 18" RCP EX . WATER,,VALVE w , w --w --w --w , AUl:rNffifN'T, (8 R_Cl"' AIN PER DWG0 18~-9 • TORM DRAIN 1/) STOR M DRAIN _ __,,_ oo ________________ 32 ..... +so ----+-_ ___ ~ '-,Z'_Rf-;;. .,; . _ 3+oo ____________ -_ ,__,_3_. •I!=----~ ________ 34+(; s ~--=_ 5 ________ 3_4 ..... +_s_o ____ --===--__________________ _ -""· EDGE OF PAVING • EX 8" E.S.V.C.P. SEWER '-"' I / I PER DWG. 188-9 s --s --s --s --s --s ---it-S --s /---s --s --s --s --s --s --s _ _,__• s ~ s --s --s --s --s -~s --s --s s --s --s I b 1" HP GAS ~S --uA': --AS --GAS --',Ac---GAS --G,..,'ci---GAS --I-G S --GAS --G>1S -----GAS --- ,, , 1•1u11.1nu, 1 lu.11 1, ""--'"'"-••llL.1,nu.uu,,1,,,u, , "' 1_ -· - - ----.t..1..1..1..1..1._L.J JiJ.1.JJJ.t ,., .I. .. L .i.l. .1.___ _ __ .,, .J~-.1..,, -.I.J.1..1..J • .J..1. • .Jt.1..1..J.1..I.L.J.L.JJ.1.1.J.JJL1Ji.JL1L.J~.Ji.1..J.1..1..1. , OCEAN STREET 203-235-01 ENCINEER QF WORK FIRM: ALTA CONSULTANTS ADDRESS: 4901 MORENA BLVD. # 409 SAN DIEGO, CA., 92117 TELEPHONE:(858) 581 -6101 FAX #: (858) 581-6138 ARTOLOME ~-PASTOR DATE: RCE 38606, EXP. 3 /31 /2009 C: \DRA'MNG FILES\TITLE SHEETS\CLSB-IP.DWG REVISED: 11/14/06 , '7 I, .1. • .1..1..1._ ,1, • .1. • .1.-.J.1..1. ,1,.1..1. • .1..1..1..1..1..1..1..1.1.JJJ.1..1..J.1.LJ~LJ.J.1.L.J.1.~.1.~~.1. 203-235--02 '. , ... ,,,. II IM~" • ,.. . • . • .,.. ASSonl'PnoM OF ~fmN$1&1.E CIIARhE. 1\-S DF ~/Bloa , I flcREBY A5sum~ 1ZESP6Ns1Bl£ CIIARbE ftJR VE-Stl1N CI/A-N6E5'T61ffl5 Df?.11-WIN~. Flf<TYI: V/JN f<ElTER bflooP II J/D ~~ Ave .5ar1 D,~90, CA 921'31 'Pho~: B'58-Z32-45BD a • A. & A .I I.JS2SI RtE .o. a. • A • IPtt-1■-■ Cf /30/zocfJ Lit. EXP. PAlF ' • ' ✓ ) I , -~- ' > ( ti I • ' ' 'l'-. 4 EX . SEWER MANHOLES A\-1-1.,1<', --C.AS --GAS --G! 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I SH3EET I CITY OF CARLSBAD I SHEElS I 1-----+--+-----------------+---+---1------+----t ENGINEERING DEPARTMENT 4 t-----+---+-----------------1---+---l-----+----t IMPROVEMENT PLANS FOR: OCEAN ESTATES PROJEC T OCEAN STREET ALTA CONSULTANTS • I)\1\'!'',IR,O'l'tiJ: -~A :1~}· HA_u:>_ER , 1 ~• 10 , I I Z.1 ID f<'f;m ... , ri:c-1 UhlJ ~m i'>O~IN rd r-,.J ,..,., . ·-·-~C:.!'.J h II OSIKE!Yl /, ~-!lt' ~ IL, />& ~RI{ ~~.,.,, r..vf' nEPUlY alY ENGINEER PE 3'Vl81 EXPIRES 6/30/08 DATE PLANNING ENGINEERING SURVEYING If nl I• O~M I ' iii;',,.,,.,.,., -, 11,,., '"' '-kUA:"T.L..1,.?e.J'---+--+----+---'"--+---"-~ 4901 Moren&. Blvd. Ste. 409 San Diego, CA 92117 (858) 581-6101 Fax (8:58) 1581-6138 J'OB NO. 257-05, DATED J'ULY 3, 2007 ......::u..,;,_ """'" =.L OWN BY: .C,. I PROJECT NO. I DRAWING NO. DATE INITIAi. DATE INITIAi. DATE INITIAi. =,,/4 ,,J CHKD BY: <' 432_ 3 OlliER APPROVAi. CITY APPROVAi. 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Pl!-1E ' 34.0' -PVMT. GRINDING ...... 5.0' ~ ---VRR\E5 5.0' V!W.IE5 f-' ---------ff) x w z 0 -J EXISTING 'L PROFILE -----. 7 ':! ~ ~-a, 0 ~ ';i <)i -tj-0 en ll:'. (L ~ 't-~ ,,; C• -(L n _J -,,,._ ::J -tj-st 01 ::J ~ ~ -tj-~ 0 I? ::J 0 ·~ Cl 00 00 Cl N <ii . "' u. ~ ~ --~ -.:: ~ 4:Rf fN 4 "WilE"" ?~ ..-0 ..-:;: --\.- :-~-----.~. .,r;,,.;• ,.~.• •. ~ INSTA LL CONC. CROSS GUTTER ~ VA-fl.I &"s I I f---~ 1/1 z <( <( I w u 0 w 0 w m~ 0 '-" n Oc,, + O· +:;: "' N -~ -I I 25.0' 14 O' '1'1.0' ~ U) u. tj-0 ~-:;: w 0 ~ (') u) 0 _J w ::;: u. ~ (') 0 (') z z F z f---en > (/) -x <( X w w Q_ t EXISTING -11.0· 3.0' -- PAVING >-<( 5 I LL 0 I f---:r: 0 a' (') z F en x w PROFILE: OCEAN STREET @ BEECH A VE. CL INTERSECTION 5.0' DEDICATION PER FINAL MAP --25.0 20.0· >-<f 5.0' 20.0' 3 18.0' I ---LL >-10.0' 1 o.o' 9.0' 0 <( I 5 ----f---I l,_ I >-LL 0 0 <( 0 w a' 3 I (') r-. I f---D <Xl _J (') LL ::r: w c-i u z 0 N (~ "'a, ,j-00 (') F I 0 °' a, "' (') a, zko UJ f---,,; z (') ' x I ..-(') NN != z"' 1---\01 w (') II z ..-..-en -..-f/)1 • II 11 x > ll Xl"l [)' (9 F <C Cl whJ-LL fJJ R~ w QLL 0 w X fJ) w 2 g7% 0 ~ Q_ 9.0' >-<( 5 ~, LL I co 0 LL CD 0 01 w I (') o. 'T <D ~ ,_, 0 I w ,,, (') _J ... LL CJ [)' z (_') (') ('.) z F z z F (/) > F fJJ x <( 1/) x w Q_ X u.l w 0 11'. Q_ MOO. TYPE G-2 CURB PER DETAIL EXISTING PAI/INC PROPOSED OVERLAY AC PAVING & BASE PER CITY STANDARDS ( 4" At/ 4 • 13A5E) ENGINEER OF WORK FIRM: AL TA CONSULTANTS STA. ADDRESS: 4901 MORENA BL VD. # 409 SAN DIEGO, CA, 92·117 TELEPHONE: (858) 'j81-6101 FAX #: (858) 581-6138 o4-t{ -//; '-;9 7--1?-o 1 ~ARTOLOI :. J. PASTOR DA TE: RCE 386(6, EXP. 3/31/2009 31+25 ?l's0rs_SS/~ ,;f/o-J.'-J. '"' I;;-o'-E ~~ 01-No.38606 \11 ~1 ~ 1 Exp.3/31/09;;; jd * '9 "'* J'"1r, .~£1V\L ff!:'"'<' ·, l CF'CALI' ~--=.c::: ALTA CONSULTANTS PLANNING ENGINEERING SURVEYING 2.0' 5.0' ---<( 3 I LL 0 I f--- I (') °' 0 w ,,, 0 Q_ 0 Q' Q_ MOD. TYPE G-2 CURB PER DETAIL >-<( 3 I LL 0 I j-- ::r: a, ('.) N [)' ~ (') II z Cl F u. 1/) x w lD"SAsE AC PAVING & BASE PER CITY STANDARDS (4" 1lt/4"01¼5E) iolt.,/t-1', 'Pm ,, STA. 29+30 25.0' 20.0' 1 o.o· LL 0 w (') lD 0 Cf) w l'-} .,. Ol<O CC) ~oo z ('.) t"l~ F z (/) > ... ..- II 11 X <( Q_J w Cl. >-lL ,: ,, f'l¼A~ll-,1" fN, 10.0' 1.89% .J u (9 z i=f'1 ~i'''. xn w.,. GRIND PVMT PROPOSED OVERLAY 9.0' 20,0' ---- 180' OJ CQ c-i 'C _J LL (_'.) z F fJ) X w 9.0' LL 0 w (') 0 l,J (') z F fJJ x w (JI u:, '" st ('.) z > <( Q_ EXISTING PAVING STA. 31+70 OF /iXJR. IC 1,/(J/ot, /;h1 I \ YE(,. .H Ir V/)W~ /Qt r:: { S ur::r;-r z_) 2.0' >-<( 5 I LL 0 I j--:c (') Ct' (') z F lJl X w 4901 Morena Blvd. Ste. 409 San Diego, CA 92117 (858) 581-6101 F'ax (858) 581-61::iB DA'lE INITIAL DA1E INl11AL REVISION DESCRIPTION JOB NO. 257-05, DATED JULY 3, 2007 ENGINEER OF WORK OTHER APPROVAL 25,0' 20.0'. 18.0' 2 O' >-<( > -~ I LL 0 I f--- I (') Q' (') z F (J) X w 16.5' 8.5' 9.0' 9.0' ~ ~-------· ---~-·---<( LL 5 0 LL I "' 0 LL l.d "' 0 (') 01 _J c-i w I 0 u (') (_) f-· w r•i ,, 0 en :r: tj-(') _J w ,,; (') (') z tj-z Fr) LL ,~ "' (') F z (J) 0) " z " ('.) lf) > X'1"'1 z F z z x <( w -tj-F U1 > F w Q_ VJ X <( VJ x w [L X w -w EXISTING PAVING STA. 31+95 END IMPROVEMENTS 11 AS BUILT" ;(_c,~ J-2..,,0 P.E, (;.f)-ie, 1 EXP. ~ ... ,0~1, DATE R~-,Tl'lb~ !~SPECTOR -4 DATE I SH~ET I CITY OF CARLSBAD rn ENGINEERING DEPARTMENT . SECTIONS FOR: OCEAN ESTATES PROJECT OCEAN STHE:E1' OFFSITE PREESURE STORM DRAIN & SECTIONS ·:zrRB . □AVI □ A. HAUSER ~ rd2,1c1o · _r r\ 0«1.o//~ l!:-~~ ~-" r-vf" MlEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30/08 DATE " ( -OWN BY: a.r.,. I I DRAWING NO. PROJECT NO. DA1E INITIAL CHKD BY: g<fi;/t:vl CITY APPROVAL RVWD BY: "i,..l 432~3 \ \) ) 083G07 / -· --