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HomeMy WebLinkAboutDWG 476-1; 4012; COASTAL RAIL TRAIL REACH 1; 01-29I WORK TO BE DONE THE GRAD[NG WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE AND THE CITY OF OCEANSIDE MUNICIPAL CODE 2. CJTY OF CARLSBAD ENGINEERING STANDARDS AND THE CJTY OF OCEANSIDE ENGINEERS DESIGN AND PROCESSING MANUAL 3. THIS SET OF PLANS 4. THE STANDARD SPECIFICATIONS FOR PUBL[C WORKS CONSTRUCTION (GREEN BOOK). 5. SOILS REPORT AND RECOMMENDATIONS BY NINYO & MOORE DATED 07-26-12. 6. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD AND THE CITY OF OCEANSIDE STANDARDS. 7. ENVIRONMENTAL APPROVAL DOCUMENTS USFWS SECTION 7 CONSULTATION LETTER DATED 09-04-13 AND COASTAL DEVELOPMENT PERMIT NO. 6-12-087. 8. STORMWATER MANAGEMENT PLAN PREPARED BY RBF CONSULTING, DATED SEPTEMBER 17, 2012. 9. STORMWATER POLLUTION PREVENTION PLAN PREPARED BY CONTRACTOR. 10. CALIFORN[A STORMWATER QUALITY ASSOCIATION (CASQA) STORMWATER BEST MANAGEMENT PRACTICE, CONSTRUCT[ON HANDBOOK; AND THE STATE OF CAL[FORN[A DEPARTMENT OF TRANSPORTATION CONSTRUCT[ON SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. "DECLARATION OF RESPONSIBLE CHARGE" 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 AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC[F[CAT[ONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONS[B!L[TIES FOR PROJECT DESIGN. FIRM: RBF CONSULTING ADDRESS: 5050 AVEN[DA ENCINAS SUITE 260 CITY, ST: CARLSBAD CA 92008 TELEPHONE: (760) 476-9193 f i,,,,+' f ~ DATE: 09-16-13 __ ...!_~T=1~M=oT=H=Y'M'.-ssTH"Ic;=E,;LE~---- RCE NO: __ ."-C----'6'-"0'='28"°3'------------ REGISTRATI ON EXPIRATION DATE: 06-30-14 SHEET INDEX BASIS OF BEARINGS THE BASIS OF COORDINATES AND BEARINGS FOR TH[S EXHIBIT IS THE CAL[FORNIA COORDINATE SYSTEM OF 1983 (EPOCH 1991.35), ZONE 6, BASED LOCALLY UPON THE FOLLOWING HORIZONTAL CONTROL STATIONS AS SHOWN ON RECORD OF SURVEY NO. 17271, i.e. A BEARING OF N38°54'44"W ST A TI ON NUMBER 130 129 STATION NAME CLSB-130 BM OC-155 BENCHMARK NORTHING EASTING 2003724.503 6224845. 188 2005601 .527 6223329.966 THE BENCHMARK FOR THIS PROJECT IS IDENTIFIED AS STATION NUMBER 129 "BM C-155". ELEVATION~ 20.040 DATUM: NGVD29 PER SAID ROS 17271. SOURCE OF TOPOGRAPHY SHEET NO 1 2-3 4 5 6 7 8-10 11-15 16 17-18 19 20-23 24 25 26 27 28 29 DESCR I PT! ON TITLE SHEET GENERAL NOTES SHEET INDEX TYPICAL CROSS-SECTION DETAILS CONSTRUCTION DETAIL PLAN HORIZONTAL AND VERTICAL CONTROL DEMOLITION PLAN IMPROVEMENT PLAN ROUNDABOUT CURB RETURN ALIGNMENT PLAN ROUNDABOUT CURB PROFILE PLAN SPLITTER ISLAND DETAIL PLAN SIGNING AND STRIPING PLAN PROJECT SIGNS DETAIL PLAN PLANT! NG PLAN PLANTING LEGEND AND NOTES I RR I GA TI ON PLAN IRRIGATION LEGEND, NOTES AND DETAILS IRR[GATION DETAILS REFERENCE REPORTS TITLE DATE 1. STORM WATER MANAGEMENT PLAN 09-17-12 COASTAL RAIL TRAIL -REACH 1 2. HYDROLOGY & HYDRAULICS REPORT 09-17-12 COASTAL RAIL TRAIL -REACH 1 3. GEOTECHNICAL EVALUATION 07-26-12 COASTAL RA[L TRAIL ROUNDABOUT PROJECT LOCATION CONSTRUCTION PLANS FOR COAST AL RAIL TRAIL REACH 1 IMPROVEMENTS CONTRACT NO. 4012 CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL MA TT HALL -MAYOR LOCATION MAP NOT TO SCALE CITY OF OCEANSIDE ?a COP 10-10 COP 10-21 SOP 10-02 RP 10-25 EA 09-07 MARK PACKARD -COUNCIL MEMBER KEITH BLACKBURN -COUNCIL MEMBER FARRAH DOUGLAS -COUNCIL MEMBER LORRAINE WOOD -COUNCIL MEMBER PROJECT SITE---------~ PREPARED BY RBF CONSUL TI NG RBF CONSULTING NINYO & MOORE JOHN COATES CITY MANAGER SEPTEMBER 2013 CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP'S) PACIFIC OCEAN .. ·. ·... . ... ·. ·. ·:-. ~ITY OF VISTA CITY OF ENCINITAS NOT TO SCALE CITY OF OCEANSIDE ENGlllEERING DIVISION APPROVED VICINITY MAP NOT TO SCALE "AS BUILT" '?kW/ ---,--;,uid,,__ /4· Z.Z.: I 5 P.E. /4QZ$'3 EXP. k.:_3Q•II? DATE TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PHOTOGRAMMETRIC METHODS FROM INFORMATION GATHERED IN MARCH 21, 2012, BY VERTICAL MAPPING, AND SUPPLEMENTED BY DIRECT FIELD SURVEY DATA BY RBF CONSULTING ON MARCH 21, 22 AND 29, 2012. THIS PROJECT IS LOCATED WITHIN CARLSBAD BOULEVARD/ STATE STREET (CARLSBAD, CA) RIGHTS-OF-WAY AND SOUTH COAST HIGHWAY (OCEANSIDE, CA) RIGHTS-OF-WAY. THE PROJECT IS A TIER 2 CONSTRUCTION SWPPP LEVEL PER THE CITY OF CARLSBAD'S PROJECT THREAT ASSESSMENT. THE CONTRACTOR SHALL PREPARE A SWPPP AND COMPLY WITH THE CITY'S LATEST CONSTRUCTION SWPPP STANDARDS AND REQUIREMENTS. . CITY EN INEER: SCOTT 0. SMITH R.C.E. 58655 DATE: 3-lb·l5 l1 Q g i!: "' ~ f I > 9-,, REFERENCE DRAWINGS TITLE 1. HOME PLANT SEWER PUMP STATION 2. CARLSBAD BOULEVARD BRIDGE RETROF[T 3. CARLSBAD BOULEVARD 4. DOWNTOWN FORCEMAIN .1~ ~ ~:'.~ CITY OF PROJECT NO. 3299 3557-1 3288 1-33 Ii w CARLSBAD ;1 Transportation Department -a :i:::::;: DWG NO. 315-2 416-3 291-2A, CMWD 87-607 133-9 EARTHWORK QUANTITIES CUT: 1,060 CY FILL: 2,200 CY IMPORT: 1,140 CY EXPORT: 0 CY REMEDIAL: 0 CY TRASH REMOVAL: 0 CY EARTHWORK QUANTITIES INCLUDE REMOVAL OF AN APPROX/MA TELY 18 INCH THICK PAVEMENT SECTION WITHIN THE EXISTING ROADWAY IN THE AREA OF ROUNDABOUT IMPROVEMENTS PER THE GEOTECHNICAL REPORT. ENGINEER OF WORK: P.':_l!- CONSULTING A~Company REVIEWED BY: TIMOTHY THIELE DATE l--_·2_z._~+----1-'--4 s_-_.Bu,_1L_T _______ --t---t----t-----t--------i I sH1EET I CITY OF CARLSBAD ~g ~==='---'===EN::::G::::I:::::NE::::E::::R::::IN=G::::::::D::::E=PA=R=T=M=E=NT==::":U'1L_j===; 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 1------+--+----------------/---j----t------t------J IMPROVEMENT PLANS FOR: COASTAL RAIL TRAIL -REACH 1 TITLE SHEET 760.476.9193 • FAX 760.476.9198 • www.RBF.com ~AccP=:===pR~:::,=::, ~C~'ON;';;R';'oA',;'D=;:C;=. ';';HA';';M';;'M;','AN;';;No", "';JR,:;======7,:=77 ( '., c,,_,.,......,._ UBL1° -ORKS DIRECTOR PE JJ069 EXP 6 30 14 DATE DATE: 09/16/13 DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL R.C.E. #60283 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OCEANSIDE PLAN NUMBER PROJECT NO. DRAWING NO. R12 00009 4012 476-1 '117113 Vl 0 ~~ (1) G) ,+ I-' 0 .j:::. --..J NCf" \.D I-' I I p )' ·1 i, - GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SHEET. 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 HERON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTOR OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE ClTY AND OTHER APPROPRIATE AGENCIES. 5. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISIONS BLOCK ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 6. OR!GlNAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 7. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 8. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 9. 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 STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. ' 10. A PRE CONSTRUCT l ON MEET! NG SHALL BE HELD AT THE S !TE PR !OR TO THE BEGlNNING 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 CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 11. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 12. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 13. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE PROJECT INSPECTOR OR CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING 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 ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERM IT MUST BE SUBMITTED TO THE INSPECTOR PR !OR TO EX CAVA TI ON. 14. THE CITY OF CARLSBAD SHALL RETAIN A QUALIFIED ARCHAEOLOGIST & NATIVE AMERICAN MONITOR TO PERFORM CONSTRUCTION MONITORING DURING ALL GROUND DISTURBING ACTIVITIES. IN THE EVENT THAT CULTURAL RESOURCES ARE DISCOVERED DURING CONSTRUCTION ACTIVITlES, WORK SHALL BE HALTED IN THAT AREA & REDIRECTED UNTIL THE RESOURCES ARE EVALUATED BY A QUALIFIED ARCHAEOLOGIST & APPROPRIATE DATA RECOVERY ACTlONS ARE IMPLEMENTED IF REQUIRED. 15. IN THE EVENT OF DISCOVERY OF ANY HUMAN REMAINS, THERE SHALL BE NO FURTHER EXCAVATION OR DISTURBANCE OF THE SITE & THE COUNTY MEDICAL EXAMINER SHALL BE CONTACTED. IF THE EXAMINER DETERMINES THAT THE REMAINS MAY BE THOSE OF A NATIVE AMERICAN. THE NATIVE AMERICAN HERITAGE COMMISSION SHALL BE CONTACTED & NATIVE AMERICAN CONSULTATION SHALL BE UNDERTAKEN TO DETERMINE APPROPRIATE STEPS TO BE TAKEN. 16. 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 I A TED GRAD I NG EQUIPMENT SHALL BE LIM !TED TO THE PER !OD BETWEEN 7: 00 A.M. AND 4: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS UNLESS APPROVED BY THE CITY. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 17. ALL OFF -S !TE HAUL ROUTES SHALL BE SUBMIT TED BY THE CONTRACTOR TO THE PROJECT INSPECTOR 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 OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. NO BLAST! NG SHALL BE COMMENCED WITH OUT C !TY ENG I NEER APPROVED BLAST! NG PROGRAM A~ID BLAST! NG PERM IT. 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 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. GENERAL NOTES (CONT) 20. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDERGROUND ) WITH[N THE PROJECT SITE SUFF l CI ENTL Y AHEAD OF THE CONSTRUCT! ON TO PERM IT THE REVIS IONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLlCT WITH THE PROPOSED WORK. 21. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORK I NG DAYS PR !OR TO START! NG CONSTRUCT! ON NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENT A TI VE. UNDERGROUND SERVICE ALERT SDG&E AT&T TIME WARNER CABLE COX COMMUNICATIONS CITY OF CARLSBAD (STREETS) CITY OF CARLSBAD (SEWER, WATER, STORM DRA[N & RECLAIMED WATER) (800)422-4133 (800)660-7343 (800)892-0123 (760)438-7741 (760)806-9809 (760)434-2980 (760)438-2722 22. CONSTRUCTION STAGING IS NOT PERMITTED IN ENVIRONMENTALLY SENSITIVE AREAS. STAGING AREAS SHALL BE SUBJECT TO ClTY ENGINEER APPROVAL. ALL DIRECT IMPACTS TO COASTAL SAGE SCRUB (INCLUDING DISTURBED FORMS) SHALL BE AVOIDED DURING CONSTRUCTION THROUGH THE PLACEMENT OF TEMPORARY FENCING AND MONITORING BY A QUALIFIED BIOLOGIST. STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE 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. THE CITY SHALL EMPLOY THE GEOTECHNICAL ENGINEER. 2. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCT ION OF CURBS, CROSS GUTTERS OR SURF AC I NG OF STREETS. 3. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACE WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 4. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 5. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 6. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LI M ITS OF WORK OF TH I S PLAN PER SDRS DWG M 19 . 7. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 8. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 9. WHERE NEW DRIVEWAYS CONNECT TO EXISTING DRIVEWAYS OR GARAGES, THEY SHALL MATCH EXISTING ELEVATIONS. 10. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT EXISTING IMPROVEMENTS AND THE CITY WILL ENFORCE SECTION 7-9 OF THE GENERAL PROV[SIONS SPEC[FICATIONS. 11. ALL EXISTING IMPROVEMENTS INCLUDING SIDEWALK, CURB & GUTTER, A.C. OR P.C.C. PAVING, WHICH ARE DISTURBED IN CONNECTION WITH THIS PROJECT SHALL BE REPAIRED, JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE CITY ENGINEER, INCLUDING NECESSARY SAWCUTTING, REMOVAL, REPLACEMENT AND CAPPING. 12. THE CONTRACTOR SHALL ADD 1' TO EACH DIMENSION OF THE LIGHT POLE FOUNDATION AS DESCRIBED IN SDRSD E-1. MIGRATORY BIRD TREATY ACT COMPLIANCE CONSTRUCTION CONDITIONS PER USFWS SECTION 7 CONSULTATION LETTER DATED 09-04-13. STAGING AREA(S) CONTRACTOR SHALL RECEIVE APPROVAL BY THE C !TY OF CARLSBAD PLANNING & ENGINEERING DEPARTMENTS PRIOR TO MOBILIZATION & STAGING OF EQUIPMENT OUTSIDE PROJECT BOUNDARY. GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNIC[PAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY. PRlOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WR IT I NG THE POLI CY MUST HAVE A RA Tl NG OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 3. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT-OF-WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 4. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 5. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE C[TY UPON BEING SIGNED BY THE CITY ENGINEER. 6. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE D !RECT ION OF A PROFESSIONAL ENG I NEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED [N ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 7. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE C !TY OF CARLSBAD. SUBMIT APPL! CA TI ON FOR BLAST I NG PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 8. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOT[FY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM IT TEE HAS RECEIVED WR IT TEN AUTHOR !TY FROM THE C !TY ENG[NEER TO DO SO. 9. 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 ASSOCIATED 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 OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 10. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 11. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 12. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 13. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROS ION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 14. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 15. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN ( 10) DAYS OF THE TI ME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 16. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, HERE[N , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING D !RECTOR. 17. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGAT[ON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 18. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, 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. ENGINEER OF WORK: GRADING NOTES (CONT) 20. PERM IT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS 15. 16. 120.8 CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE C !TY ENG I NEER VI A THE PROJECT INSPECTOR 15.16.120.9&10 CARLSBAD MUNICIPAL CODE: ( 1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STAT ING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT) . (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SO[L BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 21. UNLESS A GRAD[NG PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 22. THE SOILS REPORTS TITLED GEOTECHINCAL EVALUATION COASTAL RAIL TRAIL ROUNDABOUT, PREPARED BY NINYO & MOORE, DATED 07-26-12 SHALL BE CONSIDERED A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. CITY OF OCEANSIDE ENGINEERING DIVISION APPROVED WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF [NDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE 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 OPERATIONS' 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 CONSTRUCT[ON, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER[NG INSPECTION DEPARTMENT 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 CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECT[ON. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDlNG 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 OTHERWISE NOTED ON PLANS) . 10. ALL WATER METER BOXES SHALL BE 17" X 30" 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 WITH THE FINISHED SURFACE GRADE. 13. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERV[CES. 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 COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. "AS BUILT" -r~ '244 i if< 4,· ZZ. · ( 5 P.E. (-,nJ"83 EXP. /,..3p.//p DATE /b.Af/ .f7 _,,/ ~A 9 . /"I, (3 c1r1Efucscon 0. s~uv----R-.C-.-E.-5-8-65-5~~~D~A~TE~,~ REVIEWED BY: /] 1.) 11_, ;~CTOR 0 ,_1,_.7_z_.,,--i---,-r--j--11_\11_s_-8_u1_L_T ________ ,___+--_,___,___, I s"21EET I CITY OF' CARLSBAD ~9 ENGINEERING DEPARTMENT ~ ~===--===========--====: IMPROVEMENT PLANS FOR: ■ ■ ■ CONSULTING A-Company 5050 AVENIDA ENCINAS, SUITE 260 COASTAL RAIL TRAIL -REACH 1 GENERAL NOTES CARLSBAD, CALIFORNIA 92008-4386 1----+----t-----------------+---+----t----t---l REVIEWED BY: 760.476.9193 • FAX 760.476.9198 • www.RBF.com 1----+----t-----------------+---+----t----t---l r======c=-rt';;;';;~=,;=~~';';';;';'=;;';=======,c=7"=, APG'7 '.:J_NRAD C. HAMMANN, JR 'M/4 PUBLIC WOT KS DIRECTOR PE 33069 EXP 6/30/14 DATE DATE: 09/16/13 TIMOTHY THIELE R.C.E. //60283 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OCEANSIDE PLAN NUMBER R12 00009 PROJECT NO. 4012 DRAWING NO. 476-1 112113 Vl 0 l~ rt) G) r+ N 0 .j:::, --..J N'fl \.0 I-' ' I I I I I ii I I I I !l ·1 I, I 11 I ' CITY OF OCEANSIDE GENERAL NOTES FOR IMPROVEMENT PLANS 1. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS AND ELECTRIC COMPANY, PACIFIC TELEPHONE AND TELEGRAPH COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE THEIR WORK WITH COMPANY REPRESENTATIVES. ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATION. FOR LOCATION OF ELECTRIC CABLE, GAS PIPING, TELEPHONE CABLES APPURTENANCES, CONTACT (UNDERGROUND SERVICE ALERT) 1-800-227-2600. ALSO REFER TO CITY STANDARDS. 2. A RIGHT-OF-WAY PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEERING DIVISION FOR WORK WITHIN EXISTING CITY RIGHT-OF-WAY. CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE RIGHT-OF-WAY PERMIT SUBMITTAL REQUIREMENTS. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF OCEANSIDE ENGINEERING DIVISION 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED. (TELEPHONE NUMBER: (760)435-5081). 4. 5. 6. 7. 8. 9. ALL WORK SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, WITH SUPPLEMENTS (APWA SPECIFICATIONS), THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS (SDRSD); CITY OF OCEANSIDE WATER, SEWER, AND RECLAIMED DESIGN & CONSTRUCTION MANUAL; AND CITY OF OCEANSIDE ENGINEER'S MANUAL (OCEANSIDE ENGINEERS MANUAL). PAVEMENT SECTIONS SHOWN, ARE TO BE VERIFIED BY "R" VALUE TESTS (TEST METHOD NO. CALIFORNIA 301) AND PAVEMENT DESIGN REPORT; TO BE SUBMITTED BY SOILS ENGINEER AFTER UNDERGROUND UTILITIES CONSTRUCTION IS COMPLETE, FOR CITY ENGINEER'S APPROVAL. ALL METALS PLACED IN THE GROUND SHALL BE ENCASED IN 6" OF NEUTRAL SAND. CONSTRUCTION EXPANSION JOINTS IN CURB AND GUTTER AT RETURNS AND AT DRIVEWAY INTERSECTIONS IS REQUIRED PER SDRSD G-9 AND G-10. ALL UNDERGROUND UTILITIES LATERALS SHALL BE INSTALLED BEFORE CONSTRUCTION OF CURBS, CROSS GUTTERS, OR SURFACING OF THE STREETS AND SHALL BE MARKED FOR EASY LOCATION. THE ENGINEER OF WORK SHALL CERTIFY ALL IMPROVEMENTS TO WITHIN 0. 1 FEET OF THE DESIGN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND ADHERE TO ALL PROVIS IONS OF THE ST ATE CONSTRUCT ION SAFETY ORDERS. 10. SOILS REPORTS ON ALL TRENCHES SHALL BE SUBMITTED TO THE ENGINEER OF WORK AND THE CITY ENGINEER BY THE SOILS ENGINEER OF RECORD, WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH EARTH EARTHWORK SPECIFICATIONS AND CITY OF OCEANSIDE SPECIFICATIONS AND GRADING ORDINANCE. 11. BLUE FIRE HYDRANT MARKERS SHALL BE PLACED ON THE PAVEMENT PER CITY OF OCEANSIDE STANDARD DRAWING M-13. 12. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL MANUAL AND SUPPLEMENTS (CALTRANS TRAFFIC CONTROL MANUAL AND SDRSD'S FOR TRAFFIC CONTROL); AND; TRAFFIC CONTROL WARNING SIGNS, LIGHTS, AND DEVICES SHALL CONFORM TO THE 2012 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD 2012, INCLUDING REVS. 1 AND 2 OF THE FHWA'S MUTCD 2003), DEPARTMENT OF TRANSPORTATION, DIVISION OF TRAFFIC OPERATIONS. 13. CENTERLINE MONUMENTS SHALL BE INSTALLED AT THE EC AND BC OF ALL CURVES, AT THE CENTERLINE INTERSECTION OF ALL STREETS WHERE MANHOLES ALLOW, AT THE RADIUS POINT OF CONCENTRIC CUL-DE-SACS, AND AT THE ANGLE POINT OF OFFSET CUL-DE-SACS, PER SDRSD M-10 AND M-11. 14. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, ASPHALT CONCRETE OR P.C.C. PAVING, WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE CITY ENGINEER, INCLUDING NECESSARY SAW- CUTTING, REMOVAL, REPLACEMENT, AND CAPPING. 15. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE, OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT, AND ANY OTHER ASSOCIATED EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THROUGH FRIDAY, AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON SATURDAYS OR SUNDAYS OR LEGAL HOLIDAYS, UNLESS WAIVED BY THE CITY ENGINEER. 16. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL NOT BE APPLIED OVER EXISTING STRIPES THAT ARE TO BE REMOVED. EXISTING STRIPES SHALL BE FIRST REMOVED BY GRINDING BEFORE ANY NEW APPLICATION. 17. REFLECTIVE PAVEMENT MARKERS TO BE INSTALLED BY CONTRACTOR ON PERMANENT STRIPING. ALL STREET SIGNS SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SIGN SPECIFICATIONS AND INST ALLA TI ON SHALL BE IN ACCORDANCE W !TH C !TY OF OCEANS IDE STANDARD DRAWING T-3 AND THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION SPECIFICATION FOR REGULATORY, WARNING AND GUIDE SIGNS. 18. PATCHING OF SIDEWALK IS NOT PERMITTED. 19. DAMAGED, GOUGED, BROKEN, OR GRAFFITI-MARKED SECTIONS OF CURB, GUTTER, OR SIDEWALK SHALL BE REMOVED AND REPLACED. 20. A MINIMUM REPLACEMENT SECTION TO BE AT LEAST EQUAL TO SCORE MARK TO SCORE MARK (TYPICALLY 5' X 5'). FOR SIDEWALKS EXCEEDING 5' WIDTH, REPLACEMENT IS TO BE FULL WIDTH SQUARED TO THE NEXT SCORE MARK. 21. ALL VALVE CANS AND RISERS ON THE CITY'S OPERATIONAL SYSTEM WILL BE RAISED TO GRADE, INCLUDING COMPACTION AROUND THE RISER AND PAVING AROUND VALVE CAN, WITHIN 48 HOURS AFTER PAVEMENT HAS BEEN PLACED. THIS INCLUDES VALVE CANS AND RISERS ON THE EXISTING SYSTEM AND ON ALL NEW SYSTEMS THAT ARE TIED INTO THE CITY'S EXISTING SYSTEM. 22. ALL SEWER MANHOLES ON THE CITY'S OPERATION SYSTEM WILL BE RAISED TO GRADE WITHIN 48 HOURS AFTER PAVEMENT HAS BEEN PLACED. THIS INCLUDES MANHOLES ON THE EXISTING SYSTEM AND ON ALL NEW SYSTEMS THAT ARE TI ED INTO THE CITY'S EXISTING SYSTEM. BIOLOGICAL RESOURCES IN ORDER TO AVOID IMPACTS TO ADJACENT OPEN SPACE HABITATS DURING CONSTRUCTION, ALL IMPACTED OPEN SPACE INTERFACES WILL REQUIRE TEMPORARY ORANGE CONSTRUCTION FENCING WHICH CLEARLY DELINEATES THE EDGE OF THE APPROVED LIMITS OF GRADING AND CLEARING AND ENVIRONMENTALLY SENSITIVE AREAS BEYOND, 3'-5' TALL EXCLUSIONARY FENCING WITH MAXIMUM 2-INCH MESH OPENINGS, INCLUDING BUT NOT LIMITED TO CLAPPER RAIL HABITAT. THIS FENCING SHALL BE INSTALLED IN ALL AREAS ADJACENT TO PROTECTED OPEN SPACES, AND SHALL BE INSTALLED PRIOR TO CONSTRUCTION, AND MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITY. FENCING SHALL BE INSTALLED IN A MANNER THAT DOES NOT IMPACT HABITATS TO BE AVOIDED. THE CONTRACTOR SHALL SUBMIT TO THE CITY OF APPROVAL, AT LEAST SEVEN DAYS PRIOR TO INITIATING PROJECT IMPACTS, THE FINAL PLANS AND PHOTOGRAPHS FOR THE DEMOLITION FOR THE CONSTRUCTION OF THE COASTAL RAIL TRAIL -REACH 1 IMPROVEMENTS. THESE FINAL PLANS SHALL INCLUDE PHOTOGRAPHS THAT SHOW THE FENCED LIMITS OF IMPACT AND ALL AREAS TO BE IMPACTED OR AVOIDED. IF WORK OCCURS BEYOND THE FENCED OR DEMARCATED LIMITS OF IMPACT, ALL WORK SHALL CEASE UNTIL THE PROBLEM HAS BEEN REMEDIED AND MITIGATION IDENTIFIED, TO THE SATISFACTION OF THE BIOLOGICAL MONITOR. TEMPORARY ORANGE CONSTRUCTION FENCING SHALL BE REMOVED UPON PROJECT COMPLETION OF CONSTRUCTION OF THE PROJECT. CONSTRUCTION MEASURES TO BE ADHERED TO ARE DESCRIBED IN USFWS SECTION 7 CONSULTATION LETTER DATED 09-04-13. SIGNING AND STRIPING 1. SEE SIGNING AND STRIPING PLANS (SHEET 20) EROSION CONTROL NOTES 1. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 2. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA TI SF A CTI ON OF THE C !TY ENG I NEER AFTER EACH RUN-OFF PRODUCING STORM. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 6. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 7. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 8. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 9. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVECOVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 5,023 OF STATE OF CALIFORNIA. STORMWATER MANAGEMENT NOTES 1. MATERIAL NEEDED TO INSTALL STANDBY BMPS NECESSARY TO COMPLETELY PROTECT THE EXPOSED PORT! ONS OF THE S !TE FROM EROS ION, AND TO PREVENT SEO I MENT DISCHARGES, MUST BE STORED ON SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPS AS DESCRIBED BELOW ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 2. DEPLOYMENT OF PHYS I CAL OR VEGETATION EROS ION CONTROL BMPS MUST COMMENCE AS SOON AS GRADING AND/OR EXCAVATION IS COMPLETED FOR ANY PORTION OF THE SITE. THE CONTRACTOR MAY NOT CONTINUE TO RELY ON THE AB I LI TY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF GRADED AREAS THAT HAVE BEEN COMPLETED. 3. THE AREA THAT CAN BE CLEARED OR GRADED AND LEFT EXPOSED AT ONE TIME IS LIMITED TO HE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAINSTORM. 4. ALL BMPS MUST BE MAINTAINED. IF A SELECTED BMP FAILS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. FAILURE OF A BMP SHOWS THAT THE BMPS, AS INSTALLED, WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED AND SHALL BE CORRECTED OR MODIFIED AS NECESSARY. REPAIRS OR REPLACEMENTS MUST THEREFORE PUT A MORE EFFECTIVE BMP IN PLACE. CITY OF OCEANSIDE ENGJNEERING DIVISION APPROVED CITY EN'tlNEER: SCOH 0. SMIVH R.C.E. 58655 DATE: "AS BU/Lr "7~ -r::t, if/L ,,,. 2..2'. · IS' P.F hD2'B3 EXP /p·3,b·J/,t DATE REVIEWED BY: /l. /L). a'-3-1'1·/S IW-)Ffil:;TOR (} DA TE ENGINEER OF WORK: l--1._•2_.i_·1~-+--r--r-+1-1\_.tl8_·_fj/_J.Z_'I.T ________ ---+----+---+--l------l I SH3EET I CITY OF' CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 29 :==:::'.':::==========:::'.':::=~ ■ ■ ■ CONSULTING A:mlllllcompany REVIEWED BY: TIMOTHY THIELE 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 1---+-------1-----------------+----+-------11------1-----< IMPROVEMENT PLANS FOR: COASTAL RAIL TRAIL -REACH 1 GENERAL NOTES CONT. 760.476.9193 • FAX 760.476.9198 • www.RBF.com t---+-------1-----------------+----+-------ll------l----l ~~~-=:i(}~DNl?Afl~"j'f;~~v'.lif'====~p7 ;;=7 A?:.:t= ;.~ HAMMANN, JR cJ~#-Z, PUBLIC WORKS DIRECTOR PE 33069 EXP 6/30/14 DATE DATE: 09/16/13 R.C.E. #60283 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OCEANSIDE PLAN NUMBER R12 00009 PROJECT NO. 4012 DRAWING NO. 476-1 112113 V, 0 ~~ (0 G) .-+ w 0 +'> -,., -...,J N<f' \.D f--> ··LEGEND ---T--- G-- --+>HI'-,¥-- -f64.7 r:'T ,' rs A'iPH. ff/ c®]o ' .,,5: riff ,WI 0 SDMl-1() (:::J<) EX. EDGE OF WATER EX. UNDERGROUND SEWER LINE EX. UNDERGROUND WATER LINE EX. UNDERGROUND PHONE LINE EX. UNDERGROUND STORM DRAIN EX. UNDERGROUND GAS LINE EX. OVERHEAD LI NE EX. CHA I NL! NK FENCE EX. RAILROAD TRACKS EX. POWER POLE EX. EXISTING SPOT ELEVATION lN FEET EX. STREET LIGHT EX. TRAFFIC SIGNAL EX. ASPHALT EX. F lRE HYDRANT EX. S[GN EX. STREET & PARKING LOT LIGHTS EX. HAND HOLE EX. MANHOLE EX. SEWER MANHOLE EX. STORM DRA[N MANHOLE EX. TREES AND/OR SHRUBS Department 6> (i' {-;,' () ·I') () ,;l S1 G-'\ Y,l h ,, ' . PROPOSED CENTERLINE EXlSTlNG PROPERTY LINE EXlSTlNG R[GHT OF WAY LINE PROPOSED AC PAYING (4" AC/10" AB) SLURRY SEAL EX[STING PAVEMENT 4" AC/ 6" AB CLASS [ B[KE PATH PROPOSED 4" CONCRETE SIDEWALK 8" THICK CONCRETE TRUCK APRON I ,:, / PROPOSED 6" TYPE 'G' CURB AND GUTTER PER SDRSD G-2 PROPOSED 6" CURB 6" MEDIAN CURB W/12" SAFETY STRIP PED. RAMP WITH RAlSED TRUNCATED DOMES (DARK GREY) PER SDRSD G-27 AND G-30 AND ClTY OF CARLSBAD GS-32 PROPOSED STORM DRAIN PIPE PROPOSED TYPE 'B-2' CURB INLET PER SDRSD D-2 CONSTRUCT TYPE J MEDIAN INLET PER SDRSD D-45 CONSTRUCT WING TYPE HEADWALL PER SDRSD D-34 24" x 24" GRATE INLET PER DETAIL 5/SHEET 6 PROPOSED TYPE A-4 ClEANOUT PER SDRSD D-9 PROPOSED RIP RAP ENERGY DISSIPATOR PER SDRSD D-40 PROPOSED GRADED SWALE PROPOSED CONTOUR EXISTING CONTOUR PROPOSED STREET LIGHT W/PULL BOX LIMITS OF WORK/DAYLIGHT LINE I c-'= -----4----- -Ii'.---- -R/W ---- I ·: T ·. '.·[ •• -,,'_j,.,._j .J ., ·", l™"e#'~I 0 EJ ~ ---212'--- ---<212)---- ------t11------tit-- r - [J V / / / / -R/W -----•-_L CARLSBAD BOULEVARD I LJ!c~ I I -<@ ~ ' ~ =i , __ r ' / ----\.~--- ABBREVIATIONS AB AC ACP APWA BC BO BOW CES C&G CLR. CMWD CONC CR CRT DG DW EC EG EX. FL IE MAR MH AGGREGATE BASE ASPHALT CONCRETE ASBESTOS CEMENT PIPE AMERICAN PUBLIC WORKS ASSOCIATION BEGINNING OF CURVE BLOW OFF VALVE BACK OF WALK CARLSBAD ENGINEERING STANDARDS CURB AND GUTTER CLEAR, CLEARANCE CARLSBAD MUNICIPAL WATER DISTRICT CONCRETE CURB RETURN COASTAL RAIL TRAIL DECOMPOSED GRANITE DRIVEWAY END OF CURVE EX I ST! NG GRADE EXISTING FLOWLINE INVERT ELEVATION MANUAL AIR RELEASE VALVE MANHOLE MIN. NIC NPDES NTS o.c. OSHA PB PCC PCC PG PLCS PRC RCP R/W SDG&E SDRSD SF SSPWC STD(S) TC TP TW MINIMUM NOT IN CONTRACT w > NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NOT TO SCALE ON CENTER OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION PULL BOX PORTLAND CEMENT CONCRETE POINT OF COMPOUND CURVE INTERSECTION PROPOSED GRADE PLACES POINT OF REVERSE CURVE REINFORCED CONCRETE PIPE RIGHT OF WAY SAN DIEGO GAS AND ELECTRIC SAN DIEGO REGIONAL STANDARD DRAWINGS SQUARE FEET STANDARD SPECIFICATIONS FOR PUBL[C WORKS CONSTRUCTION STANDARD(S) TOP OF CURB TOP OF PIPE TOP OF WALL ENGINEER OF WORK: / I I / , , I I , L __ INDEX MAP LEGEND (Ji) DEMOLITION/ EXISTING CONDITIONS PLAN SHEET NUMBER <if> IMPROVEMENT PLAN SHEET NUMBER ffi SIGNING AND STRIPING PLAN SHEET NUMBER (1) PLANTING PLAN SHEET NUMBER [I] IRRIGATION PLAN SHEET NUMBER Cl) AL I GNMENT PLAN SHEET NUMBER I /l,5·/3. LT CITY OF OCEANSIDE ENGINEERING DIVISION APPROVED 9-11·1? R.C.E. 58655 100 I DATE: SCALE: 1"=100' •AS BU/Lr .,,.-.--:-;, .. ..,,-.-; !·!,~, . =i -~ (?·2Z.·JS P.F (pQ2.'$'3J EXP /.,.30·/t, DATE REVIEWED BY: IN TOR DATE I I I SH4EET I CITY OF CARLSBAD I SHEETS I 1-----+--+-----------------t---l----l-----+----l ENGINEERING DEPARTMENT . . 29 1----1----t-----------------1----+---+---+---l CONSULTING A:mm!llllcompany REVIEWED BY: TIMOTHY THIELE 5050AVENIDAENCINAS, SUITE260 t----1----t-----------------1----+---+---+---l CARLSBAD, CALIFORNIA 92008-4386 l----l----t-----------------1----+---+---+---l 760.476.9193 • FAX 760.478.9198 • www.RBF.com 1----l----t-----------------1----+---+---+---l DATE: 09/16/13 DATE INITIAL DA TE INITIAL DATE INITIAL R.C.E. #60283 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: AP COASTAL RAIL TRAIL -REACH 1 SHEET INDEX D CONRAD C. HAMMANN, JR PUBLIC WORKS DIRECTOR PE 33069 EXP 6 30 14 DATE OCEANSIDE PLAN NUMBER PROJECT NO. DRAWING NO. R12 00009 4012 476-1 112'113 (J) 0 ~~ ro G) ,..... .i::,. 0 .i::,. ....., -..J N 'f I..O f--' I, I I .: 11. ~ a I I j: !Q " "-I, t;j 0 -1i· " 0 l!i ~ 11; -,: ~ ~ 0 'I -'1 ,! j, :i.~ ~~ I~ il . ii ;:::-~ I! ~ ~ 0~ " ~ • ~-,: ,':J.. ii}-]i ~ "' ~ I ~-~ u. 0 -s , i:::::,,. ' " SOUTH COAST HWY CONSTRUCT! ON 1 35.75'± 5.5' EX. SOWLK r-7-=--- -'--'--" '-" q_ ---'-7'"·'. ,.,.....,___ - ,·• ,C . ,EX. CURB_/ 'SLURRY SEAL AND GUTTER MATCH EXISTING GRADE AT BACK OF EXISTING SIDEWALK SOUTH COAST HWY CONSTRUCT! ON CRT R/W 11 ' 10'± 10' PATH l/5 '± I ~MATCH EX. GROUND ~ 3 EX. GROUND ( TYP) --. . ,• . . ... '·"" ,, .:::,, 1 / _[_ -\-l -- -. --- .,,-----\_ 4 :;-AC/ -----._ 6" MOW CURB OVER 6" CLASS I I 6" CLASS I I AB AB PER DETAIL 4 ON SHEET 6 6" MOW CURB OVER 6" CLASS II AB PER DETAIL 4 ON SHEET 6 SECTION A-A SEE SHEET 11 STA 30+57.48 TO STA 31+89. 13 NOT TO SCALE CRT VARIES 10.5'-15' 29.5'± 10' WIDE TWO-WAY l------------------1 VARIES 2'-6' R/W LEFT TURN LANE 10' 5' / 10' 6" MOW CURB OVER 6" CLASS I I i-------+---f-----------1------+-..L_,+---PA~T~H--+-----I/AB P.ER DETAIL 4 ON SHEET 6 1 I ;;__GRADE TO I MATCH EX. GROUND AT SAWCUT. --IC!-I R',' --:-:-~-:C.+.+ :,2%--~~-··· ~ -_:AIN --~ - INSTALL CAPPED JOINT PER SECTID ~llw;,,:-,__ ~---------,4"-ACI / 6,, CLASS II AB 3. 19A OF OCEANSIDE MANUAL. :;:_ SOUTH COAST HWY CONSTRUCT! ON Ul I_J 2' WIDE MODIFIED COMBINATION CURB PER DETAIL 3 ON SHEET 6 REMOVE EXISTING CURB, GUTTER AND SIDEWALK (SEE SHEET 8 FOR LIMITS OF REMOVAL) 29.5'± SECTION B-B SEE SHEET 11 STA 32+23.88 TO STA 32+97.36 NOT TO SCALE CRT VARIES 10.5'-15' R/W I 10' WIDE TWO-WAY i------------------1 LEFT TURN LANE 10' ,i-------+---l-----------l·-B-1-KE_L_A_NE~+---f----=pccAT=-H.,----tl-----l 10' 5' 2' -6" MOW CURB OVER 6" ClASS I I AB PER DETAIL 4 ON SHEET 6 I . I ,.,.,, ,. •··-"'·/ .',_.--c.•c-; •• · __ ;,_-._,.. •,. __ •, •. ,~ ..,._·-:-t----1 ~ ---._ 'rs'cO•S':27::?'7''7-t· ,-;,--'-': ·_ .... <~. SLU.RRY··· SEA_L2.=--·_-· ·;7i6°•,• 1 _ 1 n _ .:;:--=\--__f'"~-_ ~ ~ ,W.IDE I MATCH EX. GROUND AT SAWCUT. ab~ ------+-t--""" 1 "'-SWALE PER PLAN INSTALL CAPPED JOINT PER SECTIO Oi:I~ (6" MAX DEPTH) 3. 19A OF OCEANS IDE MANUAL. Ull_J 4" AC / 6" CLASS I I AB SOUTH COAST HWY CONSTRUCT! ON 10· WIDE TWO-WAY 2' WIDE_MEDIAN CURB (TYPE B-1)_ PER DETAIL 2 ON SHEET 6 SECTION C-C SEE SHEET 11 REMOVE EXISTING CURB, GUTTER AND SIDEWALK (SEE SHEET 8 FOR LIMITS OF REMOVAL) STA 32+97.36 TO STA 33+78.43 NOT TO SCALE VARIES 14'-25' CRT VARIES 20'-30.5' R/W LEFT TURN LANE 10' 5' 2' 10' 6" MOW CURB OVER 6" CLASS II PATH R/W ~L-__ >---\---f----h,~~ ----- . MATCH EX. GROUND AT SAWCUT. :;,'I~ \__4 .. AC/ -REMOVE EXISTING CURB, GUTTER SLURRY SEAL INSTALL CAPPED JO I NT PER SECT IO ~IJ 6,, CLASS I I AB AND s IDEWALK ( SEE SHEET 8 3. 19A OF OCEANSIDE MANUAL. I FOR LIMITS OF REMOVAL) SOUTH COAST HWY CONSTRUCT! ON 10' WlbE TWO-WAY LEFT TURN LANE 2' WIDE MEDIAN CURB (TYPE B-1) 10' PER DETAIL 2 ON SHEET 6 SECTION D-D SEE SHEET 11 STA 33+78.43 TO STA 35+73.36 NOT TO SCALE VARIES 14'-25' 5' CRT 10' PATH MATCH EX. VARIES 20'-30,5' SLURRY SEAL 7 \'Cc= T -=-\ - 2' WIDE MEDIAN CURB (TYPE B-3) PER \_SLURRY SEAL \_EXISTING EDGE DETAIL 1 ON SHEET 6 WITH 1' CURB OF PAVEMENT OPENINGS SPACED 10' ON-CENTER. (APPROXIMATE) SECTION E-E SEE SHEET 12 STA 35+73.36 TO STA 37+67.81 NOT TO SCALE R/W ---- R/W I I R/W VARIES 23.5' C'BAD BLVD CONSTRUCT ION SECTION F-F SEE SHEET 12 STA 37+67.81 TO STA 40+62.37 NOT TO SCALE C'BAD BLVD CRT 7.5'-10· PATH CONSTRUCTION CRT 44.75' 23.25' 5.5' 10.5' 10.5' 5.5' R/W R/W 32' 26.5' I SIDEWALK BIKE LANE BIKE LANE 1------.------lf----------------· EXISTING EDGE OF I PATH I PAVEMENT (APPROX)~ MAIT!::LEX._ k 6" MATCH EX. .c-t--,~ MATCH EX. ,--, M11c~A\X. - - - - -4"(~~N~~;6~/l~~w~~~ l~ -•----------~-~----~~·;_; I I--=....:-::::: -=-:c-=r--~, - ------~ ~ CROSS-SLOPE) It:; SLURRY SEAL 2' WIDE MED I AN CURB ( TYPE B-3) PER SLURRY SEAL _J \_ EX I ST! NG EDGE ~ , OF PAVEMENT I:.° DETAIL 1 ON SHEET 6 WITH 1 CURB (APPROXIMATE) I~ OPENINGS SPACED 10' ON-CENTER. 44.75' SIDEWALK I BIKE LANE I MATCH EX. MATCH EX. 6' 5.5' 10' SECTION G-G SEE SHEET 12 STA 40+93.81 TO STA 41+76.64 NOT TO SCALE C'BAD BLVD CONSTRUCT! ON 11 ' CRT 23.25' 5.5· r2• 10· BI KE LANE PATH . I MATCH EX. 32' R/W ---------1 -~.,.-.,,c?i',:.,{1:!l,,,-A··:,c .. : '> ., , J---~--_,....._,~___,...,.•~✓-,.....,.....,.--,-,-.-........... r~--------------~ ---"--'- IJ EXISTING EDGE OF ------~HE~_. /;-,--...;,\ t (2% MAX) ~ ~ ~ '--'--. 7 . 777 .•""'7~~ -~ '-' I I - - --=:=.cZ: -=-7-=·-~c -------- R/W MATCH EX. GROUND PAVEMENT (APPROX) ia SLURRY SEAL SLURRY SEAL EXISTING EDGE 6' l":c 4" CONCRETE SIDEWALK I iii (AT GRADE) (2% MAX CROSS-SLOPE) 26'+ STATE STREET CONSTRUCTION 13• r 13• I~ GROUND AT SAWCUT GROUND AT SAWCUT ~I _J _J l1-SLURRY SEAL 1-I 1a a1 I',;; ',;;I J~ ~I SECTION 1-1 SEE SHEET 15 STA 62+20 TO STA 63+18.56 NOT TO SCALE 2' WIDE MEDIAN CURB (TYPE B-3) PER DETAIL 1 ON SHEET 6 WITH 1' CUR OPENINGS SPACED 10' ON-CENTER. TYPICAL H-H SEE SHEET 13 STA 41+76.64 TO STA 49+00 NOT TO SCALE 33' ±. 6' 4" CONCRETE SIDEWALK PROPOSED CURB AND GUTTER R/W I MATCH EX. GROUND GEOTECHNICAL NOTES: OF PAVEMENT (APPROXIMATE) 1. THE SUBGRADE BENEATH CONCRETE CURB AND GUTTERS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES, MOISTURE CONDITIONED TO GENERALLY ABOVE LABORATORY OPTIMUM MOISTURE CONTENT AND COMPACTED TO RELATIVE COMPACT! ON OF 95%. ~'" 2. THE UPPER 12 INCHES OF SUBGRADE BENEATH PAVEMENT AREAS SHALL BE COMPACTED TO RELATIVE COMPACTION OF 95%. 3. THE SUBGRADE BENEATH SIDEWALKS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES, MO I ST URE-CONDITIONED TO NEAR THE LABORATORY MOISTURE CONTENT, AND COMPACTED T0"REt'AUYE°'CQME/\Q.TJO.f\L FO '90% .. ·, . · .· '"'" 0,c,: •·· CITY OF OCEANSIDE ENGINEERING DIVISION APPROVED R.C.E. 58655 1·(1·13 DATE: "AS BU/Lr Turf f-4u4 u · z.z.-; 5 P.F /,,oz,83 EXP, lt·~O•/t., DATE REVIEWED BY: /2. '1 ) . (, ' ;,-l~-1$ IN'.t'~TOR U DA TE ENGINEER OF WORK: 1- 11•_•2_2 _·1)+-,.,..,--+-1_1\_11._~-_8 _u~_u ________ --+----+--+---+---1 I sH5EET I CITY OF CARLS BAD ~ ENGINEERING DEPARTMENT ~ ~='-=========:::;::'..':::===; IMPROVEMENT PLANS FOR: 5D50 AVENIDA ENCINAS, SUITE 260 ■ ■ ■ CONSULTING A !lllllllcompany CARLSBAD, CALIFORNIA92008-4386 f----+---+----------------+---i---t---,---, COASTAL RAIL TRAIL -REACH 1 TYPICAL SECTIONS REVIEWED BY: TIMOTHY THIELE 760.476.9193 • FAX 760.476.9198 • www.RBF.com f----+---+----------------+---J---t---,---J ~~~~~~~~~~~"Tc5=======(z=· 7=77 APff_OYf>,S,_ONRAD C. HAMMANN, JR ~ %3 , DATE: 09/16/13 R.C.E. #60283 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PUBLIC WORKS DIRECTOR PE 33069 EXP 6/30/14 DATE OCEANSIDE PLAN NUMBER PROJECT NO. DRAWING NO. R12 00009 4012 476-1 112113 Vl 0 l ;;E ro G) ,..,. V, 0 .j:::, --..J NCf' \.0 ..... I ! 1·'•"-iiiii'-.. ··----------------------------------------------------------------------------------------------------,_•,•,,-•_•v•-•-•--._•~~~~~-=---------•-111111~••-.---.. w 1/2"R (TYP RAISED PAVEMENT MARKER (RPM) ER CALTRANS STD PLAN A20A, SPACED 24" O.C. ~ ~I MULTI -U:SE TRAIL 24" _J _J I)_ ~ 0::1 a ~13 112" 1 · ._._. _· ·.; ._ · ___ \ 1/2" DIA. CONTINUOUS STEEL BAR . I;/. . <l •• .P-.· . ~ <1 y;,: ·. · ~ \ 3/ 4" i !f 4 . . \ r TOP OF EXI_STING -!:!;'EMENT__-J,L...LF'--""'-rl1;..I --''---''--'~"----'---'----"--+~·--.lilr~~•...Li _ -~!-~_};~!STING PAVEMENT 2" WEAKENED PLANE JOINT (TYP) II 3,, l'I "' !+'--ti ili 8 1/2'' 1/4"R PAVEMENT CLASS II AGG. BASE ,• I> • 1/4"R 6"· . 6" NOTES: 1 . CONCRETE CURB SHALL BE 520-C-3250. 2. SEE STANDARD SDRSD G-10 FOR JOINT DETAIL. 3. SLOPE TOP OF CURB f' PER FOOT TOWARDS SWALE. EXISTING AC DEPTH VARIES (3.5"-11") z ~ _J f---::, u ,= ,J; PROPOSED FULL DEPTH SECTION 4" AC OVER 10" AB 3 .,._ _____ WIDTH PER PLAN------!' 2% MAX. CROSS SLOPE 3" CLR. TYP. CLR. TYP. . J EG PER PLA NOTES: 1. CONCRETE CURB SHALL BE 520-C-3250. 1/2"DIA. (#4 REBAR) STEEL DOWELS@ 4' C.C. MIN. LENGTH 8" (SEE NOTE 3). DRILL & EPOXY BARS. 06" WIDE MOW CURB NOT TO SCALE EXISTING BASE DEPTH VARIES (0"-18") G) CONCRETE PAVING. CONCRETE SHALL BE 560-C-3250 WITH COBBLESTONE FINISH PER THE SPECIFICATIONS. ,- 2. SEE STANDARD SDRSD G-10 FOR JOINT DETAIL. 3. EXTRUDED TYPE B-3 CURB SHALL BE ANCHORED TO EXISTING PAVEMENT BY PLACING STEEL DOWELS AND REINFORCED STEEL AS SHOWN. 4. CURB TO BE CONSTRUCTED WITH 1' OPENINGS, 10' O.C. SEE DETAIL, RIGHT. CD MODIFIED SDRSD G-6 MEDIAN CURB (TYPE B-3) NOT TO SCALE SOUTH COAST HWY I~~ I_J _J Im"- I~ ffi 1/2"R (TYP 2" WEAKENED PLANE JOINT (TYP) u I)_ RAISED PAVEMENT MARKER (RPM) PER CALTRANS STD PLAN A20A, SPAC!:D 3PER,/{)'.5ECT/Olv' MULTI-USE TRAIL 24" 2% I _-•,J•.;t ·'-·-~t if, = = a) tO NOTES: 1. CONCRETE CURB.SHALL BE 520-C-3250. 2. SEE STANDARD SDRSD G-10 FOR JOINT DETAIL. 3. SLOPE TOP OF CURB 1/4" PER FOOT TOWARD STREET. 02· MODIFIED SDRSD G-6 MEDIAN CURB (TYPE B-1) -NOT TO SCALE a) 10' 2' -----~~ 6"-==z->--+---1-"-1 1 ' I: 2. 5. !I 4' 9' 1' CURB OPENINGS. SPACED 10' ON-CENTER. PAVEMENT 4" PERFORATED PIPE ENTERS INLET WHEN SPECIFIED ON PLAN 1.5' WHEN NO PERFORATED PIPE IS PRESENT. WHEN PRESENT, DEPTH VARIES PER PLAN TO ACCOMODATE 4" IN. ----"--"--"'"'---4" AC 6" CLASS II AGG. BASE PLUG IF AT END OF RUN INVERT PER PLAN NDS GRATE OR APPROVED EQUAL (SIZE PER PLAN) SQUARE GALVANIZED STEEL IN TRAFFIC AREAS. SEE NOTE BELOW TG AS SHOWN PRECAST CONCRETE STORM DRAIN INLET (SEE STORM DRAIN PLAN FOR SIZES) I---6" TH I CK CONCRETE BASE TEE, MATERIAL TO MATCH MAINLINE S.D. MAIN PIPE AS SHOWN ON PLAN 2 7 6 4 NOTE: (j)SAWCUT DETAIL NOT TO SCALE 0 #5 REBAR AT 18" O.C. EACH WAY CENTERED IN SLAB. @1/2" TOOLED RADIUS EDGE. 0 90% MOISTURE COMPACTED SUBGRADE. 18"~ SLOPE¼" PER FOOT 3" NOTE: CONTRACTOR SHALL INST ALL CONTROL JO I NTS EVERY 5' 0. C. , AND EXPANSION JOINTS EVERY 25' O.C. PER DETAIL 10 THIS SHEET. @ROUNDABOUT CONCRETE PAVING NOT TO SCALE (DCLASS 520-A-2500 CONCRETE PAVING WITH MEDIUM BROOM FINISH PERPENDICULAR TO THE CURB. SLOPE CONCRETE 1/4" PER FOOT TOWARDS THE PLANTING AREA. @ (2) #4 REBAR AT 12" 0.C. CONTINUOUS THROUGH CONCRETE. 12" OVERLAP AT SPLICES. @FINISH GRADE OF MEDIAN PLANTING AREA TO BE TWO INCHES BELOW CONCRETE PAYING. G)90% MOISTURE COMPACTED SUBGRADE. @CONCRETE CURB PER STREET IMPROVEMENT PLANS. @PRE-MOLDED JOINT FILLER BETWEEN CONCRETE CURB AND MEDIAN CONCRETE PAVING. (DEXPANSION JOINT SEALANT INSTALLED ABOVE BACKER ROD TO FULL WIDTH OF JOINT, 1/4" BELOW TOP OF CONCRETE. THICKNESS BETWEEN 1/4" AND 1/2". COLOR TO MATCH ADJACENT PAVING. @12" DEPTH OF CLASS 'A' TOPSOIL PER DETAIL 'A' THIS SHEET ANO THE SPECIFICATIONS. • cl •.• <I • • ll::c::~~--. <l t½" EX ANSION JOIN 4• " •. CONTRACTOR SHALL INSTALL CONTROL JOINTS EVERY 10' O.C. AND EXPANSION JOINTS EVERY 30' O.C. PER DETAIL 10 THIS SHEET. ®24" SQUARE AREA DRAIN DETAIL NOT TO SCALE @SAFETY STRIP CONCRETE PAVING G) CONCRETE PAV I NG . NOT TO SCALE ii z fo\ 1/4" RADIUS TOO D EXPANSION J \VcoNSISTING OF RE-MOLDED JOINT WIDE RAISED PAVEMENT MARKER (RPM) PER CALTRANS STD PLAN A20A, SPACED 24" O.C. ~<(1 _J _J ~~ --10' TRUCK APRON 0 BACKER ROD. w SOUTH COAST HWY l;S ~ I _J _J I)_ I~ o:: 4" 13~ ~ =~ ~" ·. '7·"=..., ·w-S,-:..J,....J VARIES (2'-6') 7 ?;" 120s':z('.J.s;Xt~~~~e~~>t='i:ex=R~~~~15c<r6,1"cJ, 1,__, w ZZJ ~<( _J _J I)_ ~ o::I ::, w1 uo_ MULTI -USE TRAIL 1/2"R (TYP) 2" WEAKENED PLANE JOINT (TYP) /AVEMENT 2% - 6" CLASS II AGG. BASE i?c-:r:;,iy~c-£",2..,'--:.DS;-;().,\:G~-::;A;--L.J'>d':Jci:kOS;-;(A-:C~~-£MJIA:.k0~~11~,r~> ) NOTES: 1 . CONCRETE CURB SHALL BE 520-C-3250. 2. SEE STANDARD SDRSD G-10 FDR JOINT DETAIL. 3. SLOPE TOP OF CURB 1 / 4" PER FOOT TOWARD STREET. @MODIFU:D COMBINATION SDRSD G-6 MEDIAN CURB (TYPE B-1) / SDRSD G-2 CURB AND GUTTER NOT TO SCALE CITY OF OCEANSIDE ENGINEERING DIVISION APPROVED SCOTT 0. SMITH R.C.E. 58655 DATE: .,,.....-=:iw --......._ / uo_ --.._ / 6'' ....... // I ', I \ I 1/2"R \ I -· \ w zz -.,:I _J _J m "-I 0 EXPANSION DINT SEALANT OVE BACKER ROD TO FILL DTH OF JOINT, 1/4" BELOW OP OF CONCRETE. TH!CKNE BETWEEN 1/4" AND 1/2". CO OR TO MATCH ADJACE PAVING. @CARD ARD SLEEVE ON ONE SIDE TO CREATE LIP-JOINT. I 2" WEAKENED PLANE r-;;;;;;-;:-~:r::.x-,,_.........._ I . -. JO I NT ( TYP) _ C'"'f}',, ( / ~ _'° · ~-u, uLE ON TOP 1-y(?) I ~ ~ o:: o:: I ::,w u "-J 1/4"R I 6" ROLLED CURB ©NO 3 REBAR AT CENTERED IN PAVING AT EXP SION J NTS. I I I \ I I I ~ ~ )c ~ \ '--'-----'---'------\_,~---:;1-!---------------1~~~~-) ________ J \ ~ I ) ~ '------i \\ 14.5" / ' // ' / -----/ ROUNDABOUT TRUCK APRON CONCRETE PAVING PER DETAIL ------ -----\_MEDIAN CURB PER 8 AND 9 RIGHT CARLSBAD STD DWG GS-18 ,- ®ROUNDABOUT CURB DETAIL NOT TO SCAL\': · 6" I , •. ·. , .. .. . ' 1 '-0" ... PAVEMENT .. . ' ,:-i -, ' , .. c,,-' =+---4" AC AGG. BASE /4" RADIUS TOOLED CONTROL JOINT. 3" WIDE. @CONCRETE JOINTS NOT TO SCALE "AS BU/Lr ' 10" CLASS I I ~ w Uttlll'. u,· Z z -/$ P.F /.pOZ,'68 EXP U '':,0-/(~ DATE REVIEWED BY: ENGINEER OF WORK: ~ l--+----+-A-S_IJ_ll_l_T ______ ---------jf-----l------1---l------l I SH6EET I CITY OF CARLSBAD ~9 ~=='...'::::=:::::E::::N:::::G::::IN:::E::'E::::R:::::IN:::G::::::::D::::E:::P:::::A:::::RT::::'M:::E::::N:::T=:::::::::::'....':~===:::::::; CONSULTING A :mllllllcompany REVIEWED BY: TIMOTHY THIELE 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 f----t---+----------------t----1---+----J----J IMPROVEMENT PLANS FOR: COASTAL RAIL TRAIL -REACH 1 DETAILS 760.478.9193 • FAX 760.476.9198 • www.RBF.com f----t----+----------------+-------l---+----1-----1 :====='Ef======c,=:c=========7==;==: APFJ 2'41-3 PUBLIC WORKS DIRECTOR PE JJ069 EXP 6 JO 14 DATE DATE: 09/16/13 R.C.E. #60283 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL . CITY APPROVAL OCEANSIDE PLAN NUMBER R12 00009 PROJECT NO. 4012 DRAWING NO. 476-1 Vl 0 l~ ro G) .... 0) 0 ~ --...J NCfl I.D ,..... . .J . ,.,--.'S,~=:.-------------------------------------------------------------------------------------------. ;,,. 1': 611 & I I I I I 604 & N.C.T.D. RAILWAY PROJECT HORIZONTAL AND VERTICAL CONTROL POINT RAW DESCRIPTION ELEVATIOI NORTHING EASTING 597 60D NAIL AERIAL TARGET 11.880 599 MAG NAIL AERIAL TARGET 40.460 600 PK NAIL AERIAL TARGET 16.030 601 PK NAIL AERIAL TARGET 39.890 602 PK NAIL AERIAL TARGET 46,580 603 PK NAIL AERIAL TARGET 40.800 604 PK NAIL AERIAL TARGET 51. 900 610 PK NAIL AERIAL TARGET 11 . 930 611 PK NAIL AERIAL TARGET 21.590 130 2.5" BRASS DISK STAMPED CLSB-130 40.910 IN THE SOUTH EAST CORNER OF A DRAINAGE BOX INLET AT THE END OF CURB RETURN IN THE NORTHEAST CORNER OF GRAND AVENUE AND WASHINGTON STREET ENGINEER OF WORK: 5050 AVENIDA ENCINAS, SUITE :160 2007054.5923 6223105.9243 2005014.9588 6223529.8514 2005804.0741 6223658.6946 2005015.9820 6224378.0056 2003264.2626 6226017.6082 2003460.8386 6225366.8935 2002644.2552 6225095,0452 2007082.7372 6223080.7142 2006985.0157 6222306.5114 2003724.5030 6224845. 1880 t /JS· VILT CITY OF OCEANSIDE ENGINEERING DIVISION APPROVED _./ ~~ 'l·tf.(5 CITY E GINEER: SCOTT 0. ~~--R.-C.-E.-5-86-55---D~AT~E:.__ "AS BUILT" -fwt-P#/R t,·2.Z-·(£ P.F /ppZ.,~? EXP /p•3/J•/u, DATE • REVIEWED BY: IN DATE I SH7EET I CITY OF' CARLSBAD I SHEETS I f-----+--+---------------1-----+----+---l------l ENGINEERING DEPARTMENT 29 f-----+--+----------------11----+----+----1---___j IMPROVEMENT PLANS FOR: COASTAL RAIL TRAIL-REACH 1 CONSULTING A !!Ill company CARLSBAD, CALIFORNIA 92008-4386 l----+--.J----------------11----l----l----1---___j HORIZONTAL AND VERTICAL CONTROL 760.476.9193 • FAX 760.476.9198 • www.RBF.com l---+--+----------------1---+----+---+----1 i=:===:'=~~~~~~~~=====,;c=c+~ CONRAD C. HAMMANN, JR REVIEWED BY: PUBLIC WORKS DIRECTOR PE 33069 EXP 6 30 14 DATE DATE: 09/16/13 TIMOTHY THIELE R.C.E. #60283 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OCEANSIDE PLAN NUMBER R12 00009 PROJECT NO. 4012 DRAWING NO. 476-1 112'l13 V> 0 l~ (D G) r+ '-I 0 .i:,. ...., '-I N 9'l \.0 f--' i; '\ BUENA VISTA LAGOON NOTE: 1. FOR SIGN RELOCATION/REMOVAL SEE SHEET 21. 2. CONTRACTOR TO TEMPORARILY CAP OFF AND STAKE LOCATIONS OF EXISTING IRRIGATION LINES AFFECTED BY THE WORK TD ALLOW CONTINUED OPERATION OF EXISTING IRRIGATION SYSTEMS DURING CONSTRUCTION AND AFTER COMPLETION OF CONSTRUCTION (TYPICAL). CONTRACTOR TD REPAIR/REPLACE ANY LINES AND HEADS DAMAGED DURING CONSTRUCTION. ·-----.. ------ J~ -(8)" .J"" - " 1 S](lN I ---- \~ CAUTION!! .::.:~ ,.::;---OVERHEAD POWER LINES -~ ---. ' ----------__, ' . " -- 1 ----- [kl I G---·E -, ;, POWER POLE ~ W/LIGHT ENGINEER OF WORK: CONSULTING A l!l!lllcompany REVIEWED BY: TIMOTHY THIELE -- APN 155-190-09 STATE OF CALIFORNIA W I LDLI FE REFUGE ~--.. 4 =(8) ··(,) E x '~-\ ~==- -R/W- _---===~1 0 LO + r--- '<t Ol <( 1-- 1--W U1W :r: WU1 z ...... w .JW :r: (f) u I- <( ::a; j t I , ' DEMOLITION NOTES (D PROTECT IN PLACE AND ADJUST TO GRADE IF NECESSARY. (I) SAWCUT EXISTING PAVEMENT, DEPTH VARIES, SEE SOILS REPORT. G) REMOVE EXISTING TREE G) REMOVE AND SALVAGE EXISTING SIGN AND POST ® REMOVE 6' DIAMETER ROCK (j) REMOVE EXISTING SIDEWALK~ ® REMOVE 10" DIAMETER POSTS @ REMOVE EXISTING CURB AND GUTTER @ REMOVE EXISTING LANDSCAPING [i~-: __::-j ® REMOVE EXISTING PAVEMENT I · ·'· :<'I @ REMOVE AND DISPOSE OF EXISTING PEDESTRIAN BARRICADE CAUTION!! --1 4" HIGH PRESSURE GAS 1 POWER POLE W/LIGHT 5050 AVENIDA ENCINAS, SUITE 260 I JJS fJtJ.'LT CITY OF OCEANSIDE ENGINEERING DIVISION APPROVED CITY EN INEER: SCOTT 0. SMIT R.C.E. 58655 CARLSBAD, CALIFORNIA 92008-4386 l-----l--+-----------------1---l---l------l-----l 760.476.9193 • FAX 760.476,9198 • www.RBF.com l-----f--+------------------f---l---J----J------1 DATE: 09/16/13 DATE INITIAL DATE INITIAL DATE INITIAL R.C.E. #60283 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 40 I SCALE: 1 "=40' •AS BU/Lr 1wvt 74ut/t (t · Z'Z. · 1 5 P.F (oD2-1!'!:J EXP C,· 'SO·(/,. DATE REVIEWED BY: DATE: IN TOR I SHBET I CITY OF CARLSBAD I SH29rs I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: COASTAL RAIL TRAIL -REACH 1 DEMOLITION I EXISTING CONDITIONS AP~CONRAD C. HAMMANN, JR ~ --/ ufl'r.3 PUBLIC l'IORKS DIRECTOR PE 33069 EXP 6130114 DATE OCEANSIDE PLAN NUMBER PROJECT NO. DRAWING NO. R12 00009 4012 476-1 112113 Vl 0 iii~ (D G) r+ 00 0 .j::,, -t, -...J N Cf' lO I-' APN 155-190-09 STATE OF CALIFORNIA WILDLIFE REFUGE \ ___ ,-· - DEMOLITION NOTES CD PROTECT IN PLACE AND ADJUST TO GRADE IF NECESSARY. CD SAWCUT EXISTING PAVEMENT, DEPTH VARIES, SEE SOILS REPORT. G) REMOVE EXISTING TREE CI) REMOVE AND SALVAGE EXISTING SIGN AND POST (j) REMOVE EXISTING SIDEWALK mli @ REMOVE EXISTING CURB AND GUTTER @ REMOVE EXISTING CURB @ REMOVE EX I ST! NG LANDSCAPING I I @ REMOVE ANb RELOCATE EXISTING CONCRETE MONUMENT SIGN TO LOCATION DETERMINED BY CITY OF CARLSBAD WITH NEW FOOT! NG/BASE. @ REMOVE EXISTING INLET. SEE IMPROVEMENT PLAN FOR PROPOSED IMPROVEMENTS. Department - @ REMOVE EXISTING HEADWALL AND RIPRAP ENERGY DISSIPATOR, SEE IMPROVEMENT PLAN FOR PROPOSED IMPROVEMENTS. @ REMOVE EXISTING AREA DRAIN, PLUG STORM DRAIN AT MAIN ® REMOVE EXISTING PAVEMENT I · : '. I @ REMOVE AC BERM @ RELOCATE/ADJUST VAULT TO GRADE. COORDINATE WORK WITH AFFECTED UTILITY OWNER @ ADJUST TRANSFORMER AND PAD TO GRADE (BY OTHERS) @ RELOCATE LIGHT, PULLBOX AND CONDUIT WITH WIRING. SEE IMPROVEMENT PLAN FOR PROPOSED LOCATION. @ ADJUST PULL BOX TO GRADE. 9 I 0 NOTE: 1. FOR SIGN RELOCATION/REMOVAL SEE SHEET 21. 2. CONTRACTOR TO TEMPORARILY CAP OFF AND STAKE LOCATIONS OF EXISTING I RR I GA TI ON LINES AFFECTED BY THE WORK TO ALLOW CONTINUED OPERA TI ON OF EXISTING IRRIGATION SYSTEMS DURING CONSTRUCTION AND AFTER COMPLETION OF CONSTRUCTION (TYPICAL). CONTRACTOR TO REPAIR/REPLACE ANY LINES AND HEADS DAMAGED DURING CONSTRUCTION. ENGINEER OF WORK: 40 I S-8U!L ' l><J \ \ - ' \\ I -I I "AS BUILT" , I o. ID +' Ol' coO ~ ~ °7~ u·ZZ·Jf;' P.E. 1t202f~ EXP. t,r ;o-/('.p DATE REVIEWED BY: DATE I SH9EET I CITY OF CARLSBAD_ I SHEETS I t------1---+------------------1---+---+-----+---1 ENGINEERING DEPARTMENT . 29 f----+----+----------------+------+---+---+-----l I MPROVEMENT PLANS FOR: COASTAL RAIL TRAIL -REACH 1 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 t----t---+-----------------t----+---+----+----+ DEMOLITION I EXISTING CONDITIONS CONSULTING A:lllllicompany 760.476.9193 • FAX 760.476.9198 • www.RBF.com t----t---+-----------------t----+---+---+-----+ ;====:===#~~~=,c;c~~';=~=======,t.==,.,=: CONRAD C. HAMMANN, JR REVIEWED BY: PUBLIC ORKS DIRECTOR PE 33069 EXP 6 JO 14 DATE DATE: 09/16/13 TIMOTHY THIELE R.C.E. #60283 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OCEANSIDE PLAN NUMBER R12 00009 PROJECT NO. 4012 DRAWING NO. 476-1 112113 Vl 0 l~ (1) G) M' \.0 0 +:> --t, -..J N<:f' \.0 f--' l1 0 ci 5 i ' ' ; ~o~ i; "' ,, - ! "' 0 i< &: ;" ;§ ]:, ;;:-,, s i ~ 0 I[) + ~Ol <( 1-1-W (/) w I w (/) z ,;....,w cc:..IW I C/J u I-<( ::::ie DEMOLITION NOTES CD PROTECT IN PLACE 20 I ENGINEER OF WORK: •AS BU/Lr SCALE: 1 "~20' 7w# ~'6-C,·22·/5' P.F t,ri-z.Z$ EXP. C,.•~o)to DATE REVIEWED BY: IN . DATE S-8Ui T ~ CITY OF CARLSBAD I SHEETS I t------t------t--------------+----+---+--+---1 L1Q_j ENGINEERING DEPARTMENT 29 i------t------t--------------+----+----+--+---1 IMPROVEMENT PLANS FOR: COASTAL RAIL TRAIL -REACH 1 5050 AVENIDA ENCINAS, SUITE 260 ii 3:, ✓~ ii 1i• (CARLSBAD CONSULTING A i!lllllcompany CARLSBAD, CALIFORNIA 92008-4386 t----i------t--------------t----+---+--+---1 EXISTING CONDITIONS 760.476.9193 • FAX 760.476.9198 • www.RBF.com t------t------t--------------t----+---+--+---1 r='::==3/J~~~~~~~====*=~ CONRAD C. HAMMANN, JR REVIEWED BY: I/ Ji Transportation Department f~--r'~ DATE 09/16/13 j, _ _, I :i::~ ii TIMOTHY THIELE R.C.E. #60283 i------t------t--------------+----+---+--+---1 PUBLIC ORKS DIRECTOR PE JJ069 EXP 6 JO 14 DATE OCEANSIDE PLAN NUMBER PROJECT NO. DRAWING NO. R12 00009 4012 476-1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ------------------------------------------....:.iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii~iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii 112'113 Vl 0 ~~ ~ G) I-' O.i:,. 0 --.J -m N' I.D I-' ,,.--;---1;•-·,.-:,:-•• -... __ • __________________________________________________________________________________________________________________________________________________________ 1111111111111 ____ , i l 8 Gl ao >< j; 6 "' f<) N 8 Gl 1-:-: 0 N ~ U) 0 ---·-:::: ---, -6 U) t---,,-, N -~ -"" ----- <( r_ w -(/) >--Cl'. Cl'. =>------------,,-, __J 0 (/) ---, g <J) z N ~ +· C!J 9 w -~ ------ --------- -------------• g ' ----------- ----- --- 30+00 \ CURB/MEDIAN DATA TABLE @ BEARING/DELTA RADIUS LENGTH NOTE 1 , N54'22' 12"E --5.00' 6" CURB AND GUTTER 2 91°03'13" 11. oo· 17.48' 6" CURB AND GUTTER 3 N34°34'35"W --28.49' 6" CURB AND GUTTER 4 N34'01'23"W --13.50' 6" CURB AND GUTTER 5 N34°21'40"W --20.93' 6" TO 9" TRANS 6 19°07' 19" 20.00' 6.67' 6" TO g" TRANS 7 N15'14'21"W --9.79' 6" TO 9" TRANS 8 22°33'23" 20.00' 7.87' 6" TO 9" TRANS 9 N34'39' 18"W --71. 21' SEE DET 1 / SHEET 6 10 N37'47'44"W --71 .42' SEE DET 1/SHEET 6 ff 11 N37'47'44"W --81. 19' SEE DET 2/SHEET 6 C, i. 5 ., ,_\ !1 "- i! ,!_ :1 ;;: 0 -" 12 N37' 47' 44"W --195.21' SEE DET 2/SHEET 6 13 N34°39'44"W --26.64' SEE DET 1/SHEET 6 MULTI-USE PATH CENTERLINE DATA TABLE 0 il' " -~ ' 9-" ]j, " ,. " :s ~ 1!' --•I §~ !: 0.; !i ·1 .::- 1'-~ ~ 0~ o E -. ~-~& 1-" <'(S' 1 it~ -· ' :i:: ::-;. ~9' BEARING/DELTA RADIUS LENGTH NOTE 1 N34'39'45"W --3.89' TRAIL (j) 2 22°32'15" 25.00' 9.83' TRAIL q; 3 21°34'12" 15.00' 5.65' TRAIL q; 4 N34'39'45"W --179.48' TRAIL (j) 5 N37'47'44"W --350.12' TRAIL~ 6 N34°39'42"W --26.27' TRAIL~ ;/ SEE SHEET 5 FOR TYPICAL CROSS-SECTIONS --r- - 8 Gl E) f<) 0 t') ~%) + -~ N ,,-, N >< '"' ---0 ~ U) ,,,._ -r---+ ~ <J) ~ I') ,--,-_ 8 Gl -. -0 0 r---0 <J) -a-· ,____ N "' ~ --I EXISTING GROUND AT --k --~ SOUTH COAST HIGHWAY it - --r-----~ -r-----r-- ---------~ - 31+00 32+00 CONSTRUCTION NOTES (j) PROTECT IN PLACE AND ADJUST TO GRADE IF NECESSARY. (D CONSTRUCT 10' WIDE MULTI-USE BIKE PATH. 4" AC OVER 6" CLASS 1;-r,;:•>\1- II AB. (D CONSTRUCT 6" CURB AND GUTTER PER SDRSD G-2, TYPE G ® CONSTRUCT 4" THICK SIDEWALK PER SDRSD G-7 AND G-9 ~1:-.,'.-i.~·-.-,:~j (D SAWCUT EX. PAVEMENT PER DETAIL 7 ON SHEET 6 SEE DEMOLITION PLANS (j) SLURRY SEAL EXISTING PAVEMENT AFTER REMOVAL OF PAVEMENT 1'%»x'»-1 MARKINGS. SEE SIGNING AND STRIPING PLANS SHEETS 20 THRU 24_;<;<;<#.0 (D CONSTRUCT 2' WIDE MODIFIED 8" PCC MEDIAN CURB PER SDRSD G-6, TYPE B-3. SEE DETAIL 1 ON SHEET 6. @ CONSTRUCT 6" MOW CURB OVER 6" CLASS II AB PER DETAIL 4 ON SHEET 6. · @ APPLY NON-IRRIGATED HYDROSEED MIX PER TABLE THIS SHEET, SEE.RIGHT @ CONSTRUCT 8' WIDE CURB RAMP WITH DARK GREY RAISED TRUNCATED DOMES PER SDRSD G-27 AND G-30. ® ADJUST TO GRADE @) CONSTRUCT 2' WIDE MOD IF I ED 8" MED I AN CURB PER SDRSD G-6 ,' TYPE B-1 OVER 6" CLASS I I AB. SEE DETAIL 2 ON SHEET 6. @ CONSTRUCT 2' WIDE MODIFIED COMBINATION MEDIAN CURB PER SDRSD G-6, TYPE B-1 / 8" CURB AND GUTTER PER SDRSD G-2 OVER 6" CLASS I I AB. SEE DETAIL 3 ON SHEET 6. . @) CONSTRUCT c;ONCRETE CROSS GUTTER PER SDRSD G-12 OVER 6" CLASS I I BASE i---. -~-- e 0 Gl 0 aJ 'fl ~ N st-0 t') ~ 0 Gl -0 <J) 0 aJ -;::, r----~ ---~ r---r--- 33+00 SOUTH COAST HIGHWAY SCALE: HORIZ. 1"= 20' VERT. 1"= 4' --I - TABLE A: NON-IRRIGATED HYDROSEED - SPECIES NAME LBS PLS/ACRE CAREX PRAEGRACILIS CALIFORNIA FIELD SEDGE 3 TRIFOLIUM WILLDENOVII TOMCAT CLOVER 2 VULPIA MICROSTACHYS -·_;;,~,.,-· SMAlL FESCUE ,,,, . ·-·:, 3 •--a -.-, . - NOTE: 1 . PLS=PURE LI VE SEED 2. INCLUDE IN THE SEl::D MIX ABOVE: CONWED F !BERS HYDROMULCH 2000 (FIBER AND TACKIFIER): 2000 LBS/ACRE ENGINEER OF WORK: 0 0 Gl e "' U) N + t') 0 t') ~ r-- 0 0 Gl 8 0 + U) * t') <J) r----r----~ - 34+00 NOTE: 40 60 SCALE: 1 "=20' 0 0 0 U) 0 +e st-t') <J) ~---- 0 o Gl 0 0 <J) +-m U) I') aJ 35+00 ENVIRONMENTALLY SENSITIVE AREA (TYP) CITY OF OCEANSIDE ENGINEERING DIVISION APPROVED CITY EN INEER: SCOTT 0. SMI H R.C.E. 58655 ~ 0 @' 0 U) 0 T-O} V ,~ -+--- PROFILE HOR!Z: VERT: 0 0 0 0 +-w -~- . 0 0 + <ON I') ~ <( f- f-w Cf) w wI z Cf) 1--t w ...J w I Cf) u f--<( ::;; SCALES: 1"=20' 1 "=4' . ... 36+00 0 0 + I <D N I')~ I <( f- f-w Cf) w wI z Cf) 1--t w ...J w 0 Cf) f-- <( ::;; ----....... I --~-----------,-------------''---s_ CAUTION!! OVERHEAD POWER LINES ------------------- •AS BU/Lr --4141---Q.t/t/t I., ·Z.z. ·I$ PF l..ol$~ EXP. t,•?,{)·J/4 DATE REVIEWED BY: DATE: ): /(;,-1~ • DATE tRZZ·I f}-,5L//LT ~ CITY OF CARLSBAD ~ t-------1---+----------------1---t---+-----+---1 L11J ENGINEERING DEPARTMENT ~ :==="---'===========:::;:____:::=~ IMPROVEMENT PLANS FOR: COASTAL RAIL TRAIL-REACH 1 ■ •■ -■ CONSULTING A ZIii company 5050 AVENIDA ENCINAS, SUITE 260 IMPROVEMENT PLAN CARLSBAD, CALIFORNIA 92008-4386 l-----+---+-------------------+----+---+----1---1 STA 30+00 TO STA 36+00 760.476.9193 • FAX 760.476.9198 • www.RBF.com t-----t------t-------------------t-------t---t-----t----, ~';":=:';c:;~C~~',;"'a;=:~';;";";~==c~====='7i'=°7= D CONRAD C. HAMMANN, JR REVIEWED BY: PUB[IC WORKS DIRECTOR PE 33069 EXP 6 30 14 DATE DATE: 09/16/13 TIMOTHY THIELE R.C.E. #60283 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OCEANSIDE PLAN NUMBER R12 00009 PROJECT NO. 4012 DRAWING NO. 476-1 rl 112113 . l IV ~o (1) ~ ~ G) I-' I-' .i:,. 0 -...J -+, (J) N' \0 I-' ; . . , ' I 0 0 + '(0 ..-- t') ..-- ,<( 1- 1-W cnw _I wen ~w .cJW Icn u I- <( :::!: Gl- r--- "' ' . - -- - +---+--- --- 20 - 0 0 gJ 9 ,_ + a) (0 • 8-,-«> ro ' -+---~ \ --- 0 0 gJ 0 0 -0-+ a) r---t') a) +----,----,--+-- - . ----------· -·--1---f-- --- +--- '36+00 37+00 ---··-~, -----~---. CONSTRUCTION NOTES CD PROTECT IN PLACE AND ADJUST TO GRADE IF NECESSARY. CD cof-lsrRucT 6.. cuRB AND GUTTER PER sDRsD G-2. TYPE G ® CONSTRUCT 4" THICK SIDEWALK PER SDRSD G-7 1,:-:'.: :_,:-,j AND G-9 ® SAWCUT EX. PAVEMENT PER DETAIL 7 ON SHEET 6 (J_) SLURRY SEAL EXISTING PAVEMENT AFTER REMOVAL JS'»W--<j OF PAVEMENT MARKINGS. SEE SIGNING AND _-0<70-<"/2'._ STRIPING PLANS SHEETS 20 THRU 24. ® CONSTRUCT 2' WIDE MODIFIED 8" PCC MEDIAN CURB PER SDRSD G-6, TYPE B-3. SEE DETAIL 1 ON SHEET 6. @ C:ONSTRUCT CONCRETE SIDEWALK (AT-GRADE) [<,:::-_<-,j @ CONSTRUCT BIKE RAMP ® APPLY NON-IRRIGATED HYDROSEED MIX PER TABLE A f.·.•.·.·1 ONSHEET11 !····, @ FURNISH AND INSTALL FG 300 MODEL EFX CHANNELIZER POSTS (WHITE) WITH REFLECTIVE TAPE, SPACES 2' O.C. 0 0 0 0 0 0 gJ . . 0 0 0 '° 0 0 r---'° (0 + a, + "' + a, r---a) !9 ,_ t') . a) t') a) -r--~ --+-----t-·--~-~-----~------~---- ... ------ -- -- - - 38+00 CURB/MEDIAN DATA TABLE © BEARING/DELTA RADIUS LENGTH NOTE 1 N34°39'44"W --262.69' SEE DET 1/SHEET 6 2 N34'09'04"W --154.77' SEE DET 1/SHEET 6 3 N34'39'35"W --44.41' SEE DET 1/SHEET 6 4 1so·oo·oo" 1. 00' 3. 14' SEE DET 1 SHEET 6 5 1so·oo'oo" 1. 00' 3. 14' SEE DET 1 SHEET 6 6 N34°39'35"W --81. 46' SEE DET 1/SHEET 6 7 N36°45'45"W --23.36' SEE DET 1/SHEET 6 MULTI-USE PATH CENTERLINE DATA TABLE ~9' BEARING/DELTA RADIUS LENGTH NOTE 1 N34°39'42"W --262.33' PATH G) 2 N34°09'09"W --112.87' PATH ii: 3 N35°32'50"W --64. 71' PATH Ii: 4 N34°39'51"W --92.68' PATH [j) 5 N32°53'35"W --44.90' PATH ii: 6 N36°45'45"W --22.39' PATH ii: ----+--- - 0 0 0 gL 0 gJ 0 0 0 r---'° a) + a, + a, ~ a, -t') a) ·---+-------t-·-·--· t-·----· t-'-·-~-~--T ~-~--·--· +-·-·--· +-·- I EXIS ING GROUND @ CARLSBAD BLVD [j) . 0 0 0 0 0 0 _, . . . 0 0 0 0 "' '° a, 0 0 + a, + a, + 0 0 0 ~ -0-a) -0-a) -0-a, ·---+-·----- 40+00 41+00 OF WATER (TYP) 0 0 _, . 0 '° 0 + 0 ~ -0-"' PROFILE HORIZ: VERT: VISTA LAGOON ----- SCALES: 1"=20' 1 "=4' ' 0 0 f ct -0- 0 0 + N t'1 "<I' ..-- <( 1- 1-w cnw wI zcn ,__.w .cJ w acn I-<( :::!: 42+00 -------< Of CARLSBAD I I I SEE SHEET 5 FOR TYPICAL CROSS-SECTIONS CITY Of OCEANSIDE ENGINEERING DIVISION •AS BUILT' ENGINEER OF WORK: CDN,.§.,µLTING Ai!lacompany REVIEWED BY: TIMOTHY THIELE APPROVED 1"" kfff: 'U,,tJ,U/ (J-'2,2, · 15 P.F (,po2f13 EXP. /~· 30·/(p DATE 20 I rl o~.,,.,,r" SCALE: 1 "=20' R,C.E. 58655 DATE, IN~TOR REVIEWED BY: ~ 1-). ~>·-· ':J-/(,,-($ DATE , /1,5-5(//LT ~ CITY OF CARLSBAD· 1 SH.EETS 1 1---1--+-------------------+---t----t------+--t ~LE_j=2=='-===EN=G=I=N=EE=R=l=NG=D=E=P=AR=T=M=E=N=T =='...:::=2=9===; IMPROVEMENT PLANS FOR: COASTAL RAIL TRAIL -REACH 1 5050 AVENIDA ENCINAS, SUITE 260 IMPROVEMENT PLAN CARLSBAD, CALIFORNIA 92008-4386 1----+--+---------------------t----t-----t----t---i STA 36+00 TO STA 42+00 __ j 760.476.9193 • FAX 760.476.9198 • www.RBF.com l----+---+---------~---------+----+---+---t--------------1 ~~~~'r';';;;;;~~;;'=~~~~Tif'======-=7=7~ __{_:,:t,_~~C':"ON ... R-t..AD-::C_. -H-AM_M_AN_N=-c, c--JR---=-=------:~--c-~ ?4rr PUBLIC WORKS DIRECTOR PE 33069 EXP 6 30 14 DATE DATE: 09/16/13 DATE INITIAL DATE INITIAL R.C,E. #602S3 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OCEANSIDE PLAN NUMBER R12 00009 PROJECT NO. 4012 DRAWING NO. 476-1 1121'13 (/1 0 :::, ro ::f ro G) ,...,. I-' N +'> 0 --.J -h 0) N I I..O I-' 0 0 + NN ""'"~ <( 1- 1-w (/) w I w (/) z ...... w _Jw I (/) u I-<( ~ I I I I I I 0 o- m I- 1-- I- ' I I --- ------- ------ t--··------- --- f-------- ~o i ---------.. ,o ------- -------~- ' ' I 0 I - ------ -- -------- --------- - 0 0 0 0 G'----------Gi-- 0 0 "' 0 0 0 -+ 0 + 0 "' r0 -sj-m " m -f-------- - -+------------- - - - 4.2+00 43+00 0 0 + NN 'Sf" T'- <( 1-1-w (/) w wI z (/) :::; w IW u (/) I- <( ~ CONSTRUCTION NOTES CD PROTECT IN PLACE AND ADJUST TO GRADE IF NECESSARY. (6_) SAWCUT EX. PAVEMENT PER DETAIL 7 ON SHEET 6 (jJ SLURRY SEAL EXISTING PAVEMENT AFTER REMOVAL OF l~~I PAVEMENT MARKINGS. SEE SIGNING AND STRIPING PLANS _ _ SHEETS 20 THRU 24. ® CONSTRUCT 2' WIDE MODIFIED 8" PCC MEDIAN CURB PER SDRSD G-6, TYPE B-3. SEE DETAIL 1 ON SHEET 6, @ CONSTRUCT CONCRETE SIDEWALK (AT-GRADE) 1<·.::·:._<·:j --0 r ---· 0 GJ 0 "' 0 + 0 "1 -sj-m I ~9> 1 2 3 @ 1 2 3 - 0 0 0 0 GJ-0 0 0 0 "' 0 + 0 + 0 -sj--sj-.,_ m -sj-m 44+00 0 0 . 0 0 0 + 0 "' .,_ m ------- - - 45+00 CARLSBAD BOULEVARD SCALE: HORIZ. 1 "= 20' VERT. 1"= 4' ------ - - 0 0 0 0 0 <::, -. 0 0 0 "' 0 0 0 "' 0 + 0 + 0 + 0 "' tO tO -sj-m -sj-m " m I I I XI TING GROUND @_J CARLSBAD BLVD ~ - - 46+00 ' 0 r0 0 0 GJ 0 0 0 m "' + "' + r--r-- " m -sj- ----r--~ r---r---r- - - -- - 47+00 GJ "' -sj-. -m f-----r--- PROFILE HORIZ: VERT: I I I I 8J 01 o_ + OJ -sj- r- I I f--- I I ' 0 0 + CX) 'Sf" 'Sf" ~ <( 1- 1-w (/) w wI z (/) ...... w _Jw 0 (/) I-<( ~ SCALES: 1"=20' 1"=4' 48+00 MULTI-USE PATH CENTERLINE DATA TABLE SEE SHEET 5 FOR TYPICAL CROSS-SECTIONS BEARING/DELTA RADIUS LENGTH TANGENT N 36°45'45" w --38,97' -- N 34°39'46" w --518.34' -- 03° 14' 57" 737.50' 41 .82' 20.92' CURB/MEDIAN DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT ' N 36°45'45" W --38.86' -- N 34°39'46" W --518.45' -- 03°13'53" 743.50' 41. 93' 20.97' \ NOTE PATH© PATH© PATH Ii) NOTE SEE DET 1 SHEET 6 SEE DET 1 SHEET 6 SEE DET 1 SHEET 6 ENGINEER OF WORK: CONSULTING A i!lacompany REVIEWED BY: TIMOTHY THIELE •AS BU/Lr ---rt--t u,,'fk' t, :z,z.-1s- P.F /102'83 EXP. & ·30-Jle DATE 20 I SCALE: 1 "=20' REVIEWED BY: ~1). g,, ~-,~-15 IN TOR DATE ~ CITY OF CARLSBAD ~ 1-~,-----+--+------------------1~---+----l---l---l ~Lll_j=3==--===E=N=G=IN==E=ER==l==N=G =D==E=PA==R==T==M:'::EN=T===--'=~==9== IMPROVEMENT PLANS FOR: COASTAL RAIL TRAIL-REACH 1 5050 AVENIDA ENCINAS, SUITE 260 IMPROVEMENT PLAN CARLSBAD, CALIFORNIA 92008-4386 f-----+---+-------------------+---+---+-----+----l STA 42+00 TO STA 48+00 760.476.9193 • FAX 760.476.9198 • www.RBF.com f-----+---+--------------------1----+---+---II---I :===:c~cz;~~~~::='c~~~,=~======'-J"===7'===: AP..n,1.11~D CONRAD C. HAMMANN, JR JJ069 EXP 6 JO 1 DATE DATE: 09/16/13 R.C.E. #60283 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OCEANSIDE PLAN NUMBER R12 00009 PROJECT NO. 4012 DRAWING NO. 476-1 j 112113 V> 0 ::::, ro ~ ro ,...,. 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ON 4" AC OVER 10" AB @ CONSTRUCT CONCRETE SIDEWALK (AT-GRADE) [·>:'.: .. :•,j I @ CONSTRUCT TYPE A-4 CLEANOUT PER SDRSD D-9 @ CONNECT TO EXISTING 8" PVC LINE W/ WYE CONNECTION. @ CONSTRUCT CURB RAMP WITH RAISED TRUNCATED DOMES PER SDRSD G-29 AND G-30 AND CITY OF CARLSBAD STD DWG GS-32. @ INSTALL RELOCATED LIGHT POLE, PULL BOX, CONDUIT AND WIRING. @ INSTALL PULLBOX AND 3., CONDUIT RUN TO ELECTRICAL PO I NT OF CONNECTION FOR ROUNDABOUT LIGHTING. RUN ELECTRICAL CONDUIT ADJACENT TO IRRIGATION SLEEVES AS SHOWN ON IRRIGATION PLAN ( INCLUDE 3/ 4" MEASURING TAPE) CONSULTING A-Company REVIEWED BY: TIMOTHY THIELE 760.476.9193 COASTAL RAIL TRAIL -REACH 1 IMPROVEMENT PLAN STA 48+00 TO STA 53+00 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 l----+----11-------------=-----+----+---f----f-----l • FAX 760.476.9198 ° www.RBF.com l----+-----1-----------------+-=-+---1-----li-----l ~~~~7icDl/!W~Hi\MMIAM~JR====:~1~£_~ CONRAD C. HAMMANN, JR r-- ORKS DIRECTOR PE JJ069 EXP 6 JO 14 DATE DATE: 09/16/13 DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL R.C.E. #60283 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL OCEANSIDE PLAN NUMBER R12 00009 PROJECT NO. 4012 DRAWING NO. 476-1 1121'l3 (/l 0 l :;E ~ G) I-' .i:,. .i:,. 0 -...J --+, 0) N' \.0 I-' 1 j._, ____ ... 0) cal . -0) '+' -. - 0 N I-~ (0 1 ,5%, . - \ f-_ -.. ---.. 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'° "' -+ -m (0 ~ . ·-··-- -----.. -- -·--- 61+00 PUBLIC ROAD AND UTILITY EASEMENT PER DOC No.2013-0525826 REC. AUG. 22, 2013 STORM DRAIN DATA BEARING/DELTA RADIUS LENGTH N 45° 10' 48" E --31 .50' N 83° 35' 14" w --11 . 61 ' N 81°10'33" w --14.94' TABLE SLOPE 10% 10% 2% TEMPORARY CONSTRUCTION ---=,,,__EASEMENT NOTE PER DOC No.2013-0525825 REC. AUG. 22, 2013 24" RCP 24" RCP 8" PVC SEE SHEET 5 FOR TYPICAL CROSS-SECTIONS SEE SHEETS 17 AND 18 FOR TOP OF CURB PROFILES Transportation Department -·- ----- ·U > w [L 0 -n _J 0 n cal " -0 -N + aJ ... N I~ + (0 -0) 1' --1--- ;-- . --· ----. - 62+00 STATE STREET 3 - ~ --------c---!..---c----- 21- 1 ... PROFILE ., HORIZ: VERT: 63+00 "-' 1' ' ~·-' ~-~ . f') z::i ~ -o -t: w UWW~-f--f----"' ~~~-~ ... <O " ~ ~ m ""' EX GR,OUND :o --, I -' ( "'~ ;-- --r--i-~ T:::i-r- \ ,\-_r ~1 j I;'-<- ~ ;i,,. ,..!_ D w z 0 D -r-10 z « [D « ~ (J) « (!) [L I 1 r{· ,~-[:; -~ i-;, z it C9 -'_c !{'->-~ IC 0 WW:;,- J----~ LO ~~ ~__: NO,~ m n0 '>I r-,-,-I ' z I • ---.----r---- [L w f--L -~ ~ N m • m ... N -~ ~ """ ., lo~ i ·O,t . - • l"tl/Ce 1/4/NCII E,Xl'/1#$/0NJOINT /'"/LtGR MATM/,ql . -·-· --. . . - 71 ?// 1// I I I I I J'-0" t<(I, ' GUTTElf L-..i PL/IN .J'.(I' Ml,<(. ORIV€NllY Ct/R8 t'll/'N/NG . ,, PRI//EW,4 Y WIOT/1 $//OWN Ill{ /Jt/lN9 •.. , _, Ji r11:.n,H1.1m:::-r11 . lfr • --·· J, -l :1]R//N3JlltJN . ·-' ., l': ·· .. ; ~ 24" RCP STORM DRAIN PROFILE SCALES: 1"==20' 1"==4' 20 I SCALE: 1 "=20' ENGINEER OF WORK: SCALE: HORIZ 1 "=20' VERT 1"=4' CONSTRUCTION NOTES CD PROTECT IN PLACE AND ADJUST TO GRADE IF NECESSARY. G) CONSTRUCT CURB RAMP WITH RAISED TRUNCATED DOMES PER SDRSD G-27 AND G-30 AND CITY OF CARLSBAD STD DWG GS-32. . G) CONSTRUCT 6" CURB AND GUTTER PER SDRSD G-2, TYPE G ® CONSTRUCT 4" THICK SIDEWALK PER SDRSD G-7 AND G-9 1~-i-_'._i_--._<~j © SAWCUT EX. PAVEMENT PER DETAIL 7 ON SHEET 6 (j) '0//&P,4,Vc='= .EXISTING PAVEMENT AFTER REMOVAL OF PAVEMENT MARKINGS. SEE SIGNING.-~ STRIPING PLANS SHEETS 20 THRU 24. @ CONSTRUCT T~PE B CURB INLET PER SDRSD D-2. LENGTH=11'. @ CONSTRUCT FULL DEPTH PAVEMENT SECTION 4" AC OVER 10" AB 1 1 @ FURNISH AND INSTALL 24" RCP --~ @ CONSTRUCT BIKE RAMP @ INSTALL NEW EVOLVE LED POST TOP AVERY STREETDREAMS (EPAS S05DA41B2A) BLACK STREET LIGHT WITH MATCHING BLACK POLE (H=13', 49 WATT LED), CONTRACTOR TO FURNISH AND INSTALL PULLBOX AND CONDUIT WITH WIRING @ CONSTRUCT CONNECTION CONCRETE LUG PER SDRSD D-63 @) INS.TALL 24" SQUARE PRECAST AREA DRAIN PER DETAIL 5 ON SHEET 6. •AS BU/Lr 1~ £,,tttU/ ~'2-Z·I~ P.F (?DZ1?3 EXP. (~·3D·I(~ DATE REVIEWED BY: 1,-/6-15 DATE t-------t---+---~----------t---+-----+----+-------t I SH1E5ET I CITY OF CARLS BAD ~9 ENGINEERING DEPARTMENT ~ :==::::'...'.::==========::::'...'.::== IMPROVEMENT PLANS FOR: COASTAL RAIL TRAIL -REACH 1 5050 AVENIDA ENCINAS, SUITE 260 IMPROVEMENT PLAN CONSULTING A i!lllllcompany CARLSBAD, CALIFORNIA 92008-4386 f----t----+----------------t----1---t---+---l STATE STREET: STA 60+65 TO STA 63+50 ; 760.476.9193 • FAX760.476.9198 • www.RBF.com 1---+-----+----------------+------1---t---+-----l ~~~ ~~~~~~~=,;s=======,-'===r,= CONRAD C. HAMMANN, JR REVIEWED BY: DATE: 09/16/13 TIMOTHY THIELE R.C.E. #60283 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL .CITY APPROVAL OCEANSIDE PLAN NUMBER R12 00009 PROJECT NO. 4012 DRAWING NO. 476-1 112113 Vl 0 ~~ ~ G) I-' V, .i:,. 0 -..J -,., 0) NI \.0 I-' APN 155-190-09 STATE OF CALIFORNIA WILDLIFE REFUGE I I / y ENGINEER OF WORK: CONSULTING A l!l!lllllcompany REVIEWED BY: TIMOTHY THIELE EASTERN CURB TC ALIGNMENT DATA TABLE @ BEARING/DELTA RADIUS LENGTH TANGENT NOTE 1 21•04•04" 350,00' 128.69' 65,08' 6" CURB AND GUTTER 2 14°55'20" 50,00' 13.02' 6.55' 5" CURB AND GUTTER 3 44°40'30" 50.00' 38.99' 20.54' 5" CURB AND GUTTER 4 30°46'22" 90.50' 48.61' 24.90' 6" CURB AND GUTTER 5 N 44" 49 ' 12" w --178.76' --6" CURB AND GUTTER 6 N 45°10'48" E --6. 41' --5" CURB AND GUTTER 7 N 44°45'44" W --28.00' --6 .. CURB AND GUTTER SOUTHERN CURB TC ALIGNMENT DATA TABLE @ BEARING/DELTA RADIUS LENGTH TANGENT NOTE 8 N 45'24'41" W --6.50' --6 .. CURB AND GUTTER 9 08°29'01" 150.02' 22.21 · 11 . 13' 6 .. CURB AND GUTTER 10 07" 52 '45" 150.00' 20.53' 10.33' 6 .. CURB AND GUTTER 11 N 44" 49 ' 12" w 142.93' --5" CURB AND GUTTER ~J ' 12 32°50'50" 84.51' 48.45' 24. 91' 6" CURB AND GUTTER ' ' 13 75•35'32" 20.00' 26.74' 15.80' 6" CURB AND GUTTER ' 14 48°22'09" 80.00' 67.54' 35.93' 6 .. CURB AND GUTTER 15 N 21°02'08" w --4.74' --6 .. CURB AND GUTTER 16 16°52'53" 174.56' 51.43' 25.90' 6 .. CURB AND GUTTER 17 N 04°09' 15" w --42.05' --6" CURB AND GUTTER 18 N 85°20'46" E --5. 19' --6" CURB AND GUTTER X WESTERN CURB TC ALIGNMENT DATA TABLE @ BEARING/DELTA RADIUS LENGTH TANGENT NOTE 19 33°48'42" 25.03' 14.77' 7. 61' 6 .. CURB AND GUTTER 1 ; r · 1r1r1--~~-----= , APN 155-200+04 ~ u MCMAHAN FURNITURE co. 20 39•47•40" 100.00· 69.45' 36. 19' 6" CURB AND GUTTER 21 55°06'26" 50.00' 48.09' 26.09' 6" CURB AND GUTTER 22 24°17'51" 150.10' 63.65' 32. 31' 6" CURB AND GUTTER W I LDLI FE REFUGE MEDIAN ISLAND TC ALIGNMENT DATA TABLE @ BEARING/DELTA RADIUS LENGTH TANGENT NOTE 23 359•59'59" 30.00' 188.50' --6" ROLLED CURB / •ASBUILr 2i#1, 7.//4e&-fp·U,I> P.F (4r;2.f..3 EXP. Cq·'Z,D·/Lp DATE REVIEWED BY: 1, :/{,,, /~ DATE j-1Jt1!LT ~ CITY OF CARLSBAD ~ f-----t--+------------------t---+--l-------J.----1 LJQ_j ENGINEERING DEPARTMENT ~ ~=::'..':::==========::'..':::=~ IMPROVEMENT PLANS FOR: 5050 AVENIDA ENCINAS, SUITE 260 t----t----t-----------------f---+---+-----+-----1 CARLSBAD, CALIFORNIA 92008-4386 t----t----t-----------------f---+---+-----+-----1 760.476.9193 • FAX 760.476.9198 • www.RBF.com f---f---t-----------------f---+---+-----+-----1 COASTAL RAIL TRAIL -REACH 1 ALIGNMENT PLAN AF' D CONRAD C. 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'1,p2'13 EXP It· JO·/u DATE REVIEWED BY: r. 1-~ /t \ . . '.',; -iC..• IS IN6f:BCTOR DATE ENGINEER OF WORK: 1~·12··1~ -,-r //\ ,4,5-f'JUILT ~ CITY OF CARLSBAD ~ i----t---t-------------------J---+----t---+----1 L1[_j ENGINEERING DEPARTMENT ~ ■ ■ ■ CONSULTING A :mlacompany REVIEWED BY: TIMOTHY THIELE 5050 AVENIDA ENCINAS, SUITE 260 r-----+---t--------------------t-----t----+-----t---1 CARLSBAD, CALIFORNIA 92008-4386 r-----+----1---------------------t-----t-----+----l----l ::=='.__=:============:::'.___'::::===: IMPROVEMENT PLANS FOR: COASTAL RAIL TRAIL -REACH 1 TOP OF CURB PROFILE PLAN 760.476.9193 • FAX 760.476.9198 • www.RBF.com ,---,--,-------------------f-----t----+----+---1 r'c=~~~i7'~"7;;'=;';'=;~~~:=~======;F-==?-~ ~A--1,P~-9:tl-.//v~a:-i...,,c ___ oN-=-R-=-;"'~.c::~--,-=;="A-::-~-M-A_NN_,_J_R __ ------,--~o/0,17 DATE: 09/16/13 R.C.E. #60283 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PUBUC'WORKS DIRECTOR PE JJ069 EXP 6/30/14 . DATE OCEANSIDE PLAN NUMBER PROJECT NO. DRAWING NO. R12 00009 4012 476-1 112113 (/l 0 ~ l't) :;§: l't) ,.... G) f-', 00 .j:::,. 0 -...J --+, CJ) N I \.0 f-', ' I • @ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 BEARING/DELTA 39•49'59" 09'15'54" 13°50'04" 02'03'06" 176°32'26" N23°19'18"W 08°14'24" 97' 37' 59" N 66°55'45" E 13°34'22" 110•05'30" 03°07'03" 81°35'50" N 65'49'02" E 82°35'42" 11°56'15" CURB DATA TABLE RADIUS LENGTH TANGENT NOTE 1. 00' 1. 57' 1.00' 6" MEDIAN CURB 106.00' 17. 14' 8.59' 6" MEDIAN CURB 160.00' 38.63' 19. 41' 6" MEDIAN CURB 762.00' 27.29' 13.64' 6" MEDIAN CURB 2.00' 6. 16' 66.23' 6" MEDIAN CURB 30. 13' 6" MEDIAN CURB 366.00' 52.64' 26.36' 6" MEDIAN CURB 1 .00' 1. 70' 1 . 14' 6" MEDIAN CURB 3.84' 6" MEDIAN CURB 52.47' 12.43' 6.24' 6" MEDIAN CURB 3,00' 5,76' 4.29' 6" MEDIAN CURB 366.00' 19. 91' 9.96' 6" MEDIAN CURB 1.00' 1. 42' 0.86' 6" MEDIAN CURB 6.29' 6" MEDIAN CURB 1. 00' 1.44' 6" MEDIAN CURB 106.00' 22.08' 6" MEDIAN CURB 1. 00' 2.00' 6" MEDIAN CURB 2.00' 2.97' 6" MEDIAN CURB 8. 79' 6" MEDIAN CURB 2.00' 2.84' 6" MEDIAN CURB 90.00' 21. 15' 6" MEDIAN CURB 1. 00' 2.02' 6" MEDIAN CURB 52.40' 16.07' 6" MEDIAN CURB 3.00' 5.87' 6" MEDIAN CURB 350.00' 19.83' 6" MEDIAN CURB 77.00' 3.51' 6" MEDIAN CURB 64.00' 18.56' 6" MEDIAN CURB 1.00' 2. 15' 6" MEDIAN CURB 53.25' 5.56' 6" MEDIAN CURB 3.00' 4.93' 6" MEDIAN CURB 65.00' 18.02' 1. 00' 1. 53' 2.01' 6" MEDIAN CURB 1. 00' 1. 58' 1.01' 6" MEDIAN CURB SEE SHEET 16 FOR HORIZONTAL LAYOUT OF ROUNDABOUT CURBS. SEE SHEETS 17 AND 18 FOR ROUNDABOUT/ TOP OF CURB PROF I LES. / /1/, CONSTRUCTION NOTES ® CONSTRUCT 6" MED I AN CURB PER C !TY OF CARLSBAD STD DWG GS-18 WITH SAFETY STRIP PER DETAIL 8 ON SHEET 6. @ CONCRETE PAVING PER.DETAIL 8, 9 AND 10 ON SHEET 6. TRUCK APRON 8" THICK. ROUNDABOUT . . 90°45'14" N 25°17'48" E 1.01' 6" MEDIAN CURB 6" MEDIAN CURB I 1. 00' 1. 58' 1. 77' /,: ' . 89°48'09" 1. 00' 1. 57' 1. 00' 6" MEDIAN CURB 41 '09" 11. 28' 6" MEDIAN CURB 6" MEDIAN CURB ( 65.00' 22.33' 20. 31' 180°00·00" 6" MEDIAN CURB ✓/ N 44°49'12" W 6" MEDIAN CURB ) ,,,,.-,,. 19°07'46" 12.97' 6" MEDIAN CURB / _,,_,..--- 15027'06" 27.20' 6" CicG W MAINT BAND ~y·/ 2.00' 6.28' 18.24' 77.00' 25. 71' 200.50' 54.07' 90.00' 17.57' • . 4 • ·, . . . . 4 • •. . ' . . . 4 • • • 4 . . . . . 4 • z . 45 46 . 11°11'13" 8.81' 6" CicG W/MAINT BAND j C--t--c8cc9cc'-=-4=-9 ~• 1=97,"~+-~=-+----c-'-c--'7----+C--1~. ~99~•-+--5c,"c-ccC~UR="Bc-"W,_,/~MA~l~N-=Tc-='BA~N-=D'------,.--'.--- N 77'53'02" E 6" CURB W MAINT BAND 2.00' 3. 14' 6. 81' ·• 4 . ~ . . . . . . 47 48 49 50 51 2.00' 350.00' 1157.10' 20.00' 360°00'00" 30.00' I I 3.24' 21.37' 28.21' 125.66' 188,50' 2. 10' 6" CURB W MAINT BAND 6" MEDIAN CURB 6" ROLLED CURB . 4 ' . 4. ., ! I Transportation Department I',. 7d?· .. . . . • • ,. ' •• 10 5 0 10 20 30 ~I --~.---1 __ 1---<1 SCALE: 1 "=10' • • . ~-. 4 • : • ✓ . ,.., • I' • . . . . . . /). . ' / . / . 5050 AVENIDA ENCINAS, SUITE 260 I _I I CARLSBAD, CALIFORNIA 92008-4386 t---+----,t-----------------+---+--~t----jt----t IMPROVEMENT PLANS FOR: I I [1 COASTAL RAIL TRAIL -REACH 1 SPLITTER ISLAND DETAIL CONSULTING A :mnmllllcompany 760.476.9193 • FAX 760.476.9198 • www.RBF.com t---+----jt-----------------+---+---t----ji----1 :=========,,E~~~~~~~~=====~=~=: CONRAD C. HAMMANN, JR .,,,;.-. REVIEWED BY: DATE: 09/16/13 DATE INITIAL TIMOTHY THIELE R.C.E. #60283 ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OCEANSIDE PLAN NUMBER R12 00009 PROJECT NO. 4012 DRAWING NO. 476-1 \ 112113 ~o (D ~ ~ G) ..... I..O .j::s 0 '-l -+, O'l NI I..O ..... 1 i SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING. 2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CAL i FORNI A MANUAL ON UN !FORM TRAFFIC CONTROL DEV ICES (LATEST VERSION) , THE CALTRANS STANDARD SPECIFICATIONS (LATEST VERSION), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. 6. ALL SIGNAGE SHALL BE REFLECTIVE PER ASTM DESIGNATION D4956 AND SHALL USE TYPE IV PRISMATIC REFLECTIVE SHEETING (HIGH INTENSITY PRISMATIC OR EQUAL) UNLESS OTHERWISE SPECIFIED. R1-1 'STOP", R1-2 "YIELD", R2-1 'SPEED LIMIT"AND STREET NAME SIGNS SHALL USE TYPE IX PRISMATIC CUBE-CORNER REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUAL). 7. LETTERING ON GROUND-MOUNTED STREET NAME SIGNS ON MULTI-LANE STREETS WITH A SPEED LIMIT GREATER THAN 40 MPH SHALL BE 8"UPPER CASE AND 6" LOWER-CASE. LETTERING ON GROUND-MOUNTED STREET NAME SIGNS ON STREETS WITH A SPEED LIMIT OF 25 MPH OR LESS SHALL BE 4" HIGH. LETTERING ON ALL OTHER GROUND-MOUNTED STREET NAME SIGNS SHALL BE 6"UPPER-CASE AND 4.5" LOWER-CASE. LETTERING SHALL BE CAPITAL AND LOWER CASE AND THE FONT SHALL BE CLEARVIEW. SUPPLEMENTAL LETTERING SUCH AS SUFFIXES, BLOCK NUMBERS AND DIRECTIONAL ARROWS SHALL BE AT LEAST 3" HIGH. 8. STREET NAME SIGN BLANKS SHALL BE FLAT (NON-EXTRUDED) AND STREET NAME POSTS SHALL BE A MINIMUM 12-GAGE, 1¾"SQUARE TUBING PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 9. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A 'LIKE NEW"CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 10. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 12. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS STENCILS. 13. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 14. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 15. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MUTCD AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 16. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 17. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MUTCD UNLESS OTHERWISE SPECIFIED. 18. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 19. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. 20. EX I ST! NG SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 21. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 22. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SHALL BE 18"X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"X12". 23. CONTRACTOR SHALL OBTAIN AN APPROVED CITY OF OCEANSIDE RIGHT-OF-WAY (CONSTRUCTION CERTIFICATE) PERMIT PRIOR TO STARTING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. i[)ECL.ARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, SHEETS 20 THROUGH 24, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND 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 IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER OF WORK OF MY RESPONSIBILITIES FOR THE PROJECT DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE SIGNATURE OF THESE PLANS BY AND THE REVIEW OF THE PLANS BY THE C !TY OF CARLSBAD IS A REVIEW OF GENERAL COMPLIANCE WITH CITY STANDARDS THIS APPROVAL IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OR ACCURACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH APPROVAL DOES NOT, THEREFORE, RELIEVE ME OF MY RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS. DATE: 09-16-13 DAWN L. WILSON RCE 62562 CITY OF CARLSBAD Transportation Department SIGN LEGEND I ◄ ST A TE ST. ► I D3-1 MOD1 I ◄ STATE ST. D3-1 MOD2 ~ BIKE ROUTE D11-1 rfy)m COASTAL RAIL TRAIL LOGO SIGN [!J M6-3 10001 OM2-1H STOP R1-1 R1-2 SPEED LIMIT 35 R2-1 30 ZONE AHEAD R2-4(CA) R3-1 R3-2 RIGHT TURN ONLY R3-5r MOD 0 R4-7 R6-1r [ll] R6-4 R7-9a ~ t1ELD TO PEDS R9-6 ~ ~ R14-1 NO PARKING ANY TIME R26(CA) ARKING 3/JL ro 5/JL 3 HOUR ARKING 7 I.IL ro 6, ... E>W'1 St.MM.VS liCUlAYS R31(CA) MOD NO UffiRING OCC 13..24 R47(CA) MOD ~ BIKE LANE R81(CA) [ BEGIN ] R81A(CA) R99(CA) BUENA VIST/ NATURE CENTER SG32(CA) WHITE THERMOPLASTIC AijlNO "C " 200 ➔ AP SNS TYPE N(CA) W2-6 W11-2 15 MPH W13-1 I ROUNDABOU~ W16-2p W16-7p . 0 24" SOLID WHITE ,---;THERMOPLASTIC LINE 24 .. ___ J 1-- DET Al LA TYPICAL CROSSWALK MARKING NOT TO SCALE 40" NOTE: 1. LEGEND PER CAMUTCD FIGURE 9C-9 2. PLACED IMMEDIATELY AFTER EACH INTERSECTION AND SPACED EVERY 250' THEREAFTER DETAIL B SHARED LANE MARKING NOT TO SCALE STATE STREET 60" CARLSBAD VILLAGE D1-5 MOD 1 OCEANSIDE CARLSBAD VILLAGE D1-5 MOD 2 OCEANSIDE STATE STREET D1-5 MOD 3 ' 0 <D 30" I + ~ State Street I [ ~ Carlsbad Village t-] D1-2b MOD 1 I + ~ Carlsbad Village j [ ~ Oceanside t-] D1-2b MOD 2 + ~ Oceanside ~ State Street + D1-2b MOD 3 S-8UILT I ' N ~ CITY OF OCEANSIDE ENGINEERING DIVISION APPROVED R.C.E. 58655 "AS BUILT" lp·ZZ·IS: DATE 'f · /9•!"3' REVIEWED BY: ~1J-~ DATE: IN~TOR DATE ~ CITY OF CARLSBAD f---t----+----------------t------t---+---+--------1 ~ ENGINEERING DEPARTMENT . t---t----+----------------t-----t---t----+---------1 ~ LALJ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: COASTAL RAIL TRAIL -REACH 1 SIGNING AND STRIPING PLAN PU IC WORKS DIRECTOR PE 33069 EXP 6 30 14 DATE OCEANSIDE PLAN NUMBER PROJECT NO. DRAWING NO. R12 00009 4012 476-1 I i I ' 112'l13 l.ll ::J" (1) (1) .-+ N 0 0 -N I.O I 0 :f G) .i:,. -...J O'I I I-' i _:,,~ ,: ..... -------------------------------------------------------------------------------------1111111111111--..... ' i I " ' j '' i f Department I (20)128' -\ I SCALE: 1 "~40' I AS-fJU!LT 3. SEE DETAIL FON SHEET 24 FOR TYPICAL SIGN INSTALLATION DETAIL. NOTE, SIGNS ADJACENT TO PATH NEED TO HAVE A 2' CLEARANCE FROM PATH/SIDEWALK. LEGEND AND CONSTRUCTION NOTES (D INSTALL SHARED USE PATH STRIPING (4" YELLOW LINE, 3' SEGMENT, SPACED -12' O:C.) (D INSTALL 6" WHITE BIKE LANE PER CALTRANS STD. PLAN A20D, DETAIL 39 Q) INSTALL BIKE LANE TEXT AND BIKE LANE ARROW PER CAL TRANS STD,. PLAN A24A &: A24D (D INSTALL DOUBLE YELLOW ~ENTERLINE STRIPING PER CALTRANS STD. PLAN A2DA, DETAIL 22 ® INSTALL DOUBLE YELLOW MEDIAN STRIPING LINE PER CALTRANS STD. PLAN A20B, DETAIL 29 ® INSTALL DASHED 6" BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A @ INSTALL SHARED USE PATH STRIPING NO PASSING, ZONE_(4" SOLID YELLOW LINE) @ INSTALL YELLOW TWO-WAY LEFT TURN LANE STRIPING PER CALTRANS STD. PLAN A20B, DETAIL 32 @ INSTALL 8" WHITE CHANNELING LANE PER CALTRANS STD PLAN A20D, DETAIL 38 @ INSTALL TYPE IV (L) TURN ARROW PER CALTRANS STD PLAN A24A @ INSTALL 4" WIDE LANE LINE PER CALTRANS STD A20A, DETAIL 9 @ INSTALL SIGN(S) LOCATED IN 2' WIDE MEDIAN PER DETAIL G ON SHEET 24. ~O © FURNISH AND INSTALL SIGN(S) AS NOTED. ~ RELOCATE EXISTING SIGN(S) TO NEW POST AS NOTED. ✓ o"' /\S @ REMOVE BY SANDBLASTING ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED, INCLUDING RAISED PAVEMENT MARKERS. @) REMOVE AND SALVAGE SIGN AND POST AS NOTED. [I] EXISTING TO REMAIN. f EXISTING SIGN (ONE POST) ~ NEW SIGN (ONE POST) SNS STREET NAME SIGN (12' )EXISTING LANE DIMENSION 12' PROPOSED LANE DIMENSION 6 MATCH EXISTING STRIPING/ANGLE POINT CITY OF OCEANSIDE ENGINEERING DIVISION APPROVED R.C.E. 58655 t:f-11. '3 DATE: "AS BUILT" 'lf.M? f~ &:2z-1S P.F (ICJ'22'! EXP. /q• 3D·l/o -DATE REVIEWED BY: ()_ 'lJ . Q..4-, ~ · /<o, IS IN~TOR (r DA TE ~ CITY OF CARLSBAD I SHEETS I l---t---t------------------1---+----+---+---------l L£1_j ENGINEERING DEPARTMENT -29 ;:=='--'===================:::::'__':::=== DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: COASTAL RAIL TRAIL -REACH 1 SIGNING AND STRIPING PLAN OCEANSIDE PLAN NUMBER PROJECT NO. DRAWING NO, R12 00009 4012 476-1 112113 Vl 0 ?5~ ~ G) N f--' +'> 0 --.J -+>m N' \.Cl f--' NOTES: D1-5 MOD 1 IS 21 APN 155-190-09 STATE OF CALIFORNIA WILDLIFE REFUGE ---- 1 . ALL EX I ST! NG SIGNS TD BE RELDCA TED SHALL BE MOUNTED ON METAL POSTS. CONTRACTOR TD REPLACE EXISTING WOOD POSTS WITH METAL POSTS. 2. CARLSBAD BOULEVARD WILL BE REPAVED FROM THE EATON STREET TO STATE STREET. ALL STREET STRIPING WILL BE NEW. 3. SEE DETAIL FON SHEET 24 FOR TYPICAL SIGN INSTALLATION DETAIL. --IS D1-2b MOD 1 APN 155-190-09 STATE OF CALIFORNIA WI LOLI FE REFUGE ~ D1-2b MOD 2 IS R26(CA)®\_ W11-2Js _ _2:,_.-\---R.:/'jJ,..--..---:::t: \,_ W16-7P _ -_ --------.r ~✓-·we'=' APN 155-200-01 CARLSBAD SANITATION DISTRICT ---- LEGEND AND CONSTRUCTION NOTES - (D INSTALL SHARED USE PATH STRIPING (4" YELLOW LINE, 3' SEGMENT, SPACED 12' O.C.) (D INSTALL 6" WHITE BIKE LANE PER CALTRANS STD. PLAN A20D, DETAIL 39 - G) INSTALL BIKE LANE TEXT AND BIKE LANE ARROW PER CALTRANS STD. PLAN A24A & A24D G) INSTALL DOUBLE YELLOW CENTERLINE STRIPING PER CALTRANS STD. PLAN A2DA, DETAIL 22 (D INSTALL DOUBLE YELLOW MEDIAN STRIPING LINE PER CALTRANS STD. PLAN A20B, DETAIL 29 ® INSTALL DASHED 6" BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A ·0 INSTALL YELLOW PAINTED CURB ON NOSE OF MEDIAN (D INSTALL 8" SOL ID YELLOW LEFT EDGELi NE, 1 ' FROM CURB ® I NST ALL 8 ": SOLi D WH !TE RI GHT EDGELi NE , 1 ' FROM CURB @ INSTALL.CROSSWALK MARKING PER SHEET 20, DETAIL A @ INSTALL YIELD LINE STRIPING PER CALTRANS STD. PLAN A24E @ INSTALL 6" WIDE DOTTED LINE EXTENSION OF CIRCULATORY ROADWAY EDGE LINE. @ 1II,;1,,tt 88LIC §Rlclcll P/,llff (6' l'IJ6E.) cm.OR Sll'LI BE ~I0QfQ SREEtl @ INSTALL SHARED LANE MARKING (SHARROW) PER SHEET 20, DETAIL B @) INST ALL 8" WH !TE CHANNELi NG LANE PER CAL TRANS. STD PLAN A20D, DETAIL 38 @ INSTALL TYPE IV (L) TURN ARROW PER CALTRANS STD PLAN A24A @ INSTALL S!GN(S) LOCATED IN 2' WIDE MEDIAN PER DETAIL G ON SHEET 24. - APN 155-200-08 C !TY OF CARLSBAD LAGUNA PARK l-+-r+-H---1--H-H-Htf. ++-1-t+f+\+H-H·l+\:\t!t\:\=t-t f+i-1+\+\-f \-\-Cl , , , 1 t....J_.\...}---.\--1-\--+--1--\-'f , , 1 1 U-1-l-+H-+-H-+ rr '-....Co® FURNISH AND INSTALL SIGN(S) AS NOTED. --w om .. . r'· -- .. r-~ ~ RELOCATE EXISTING SIGN(S) TO NEW POST AS NOTED. / oil-/ ,'<-' @ REMOVE BY SANDBLASTING ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED, INCLUDING RAISED PAVEMENT MARKERS. @) REMOVE AND SALVAGE SIGN AND POST AS NOTED. -[I] EXISTING TO REMAIN. r EXISTING SIGN (ONE POST) ~ NEW SIGN (ONE POST) ~ NEW SIGN (DOUBLE POST) jJ NEW SIGN (ON EXISTING LIGHT POLE/UTILITY POLE) SNS STREET NAME SIGN .,.. .,.. \ 40 I SCALE: 1 "=40' rr1--r-H ' ' I I R/W n, .... lill ' - i I 0 ID + Oln CDN <( t- t-w (/) w wI z (/) ,_, w _jw :r: (/) u t-<( ~ -[,L I I 1 .J '-= I><. / 111111!1111!11 ) .. . I •A.SBU/Lr "fi,,wf-U~ CP·Z2'/~ P.F ea,,z.'i?, EXP l1·30./t., DATE REVIEWED BY: DATE SHEETS (12' )EXISTING LANE DIMENSION 12' PROPOSED LANE DIMENSION 6 MATCH EXISTING STRIPING/ANGLE POINT 45 ·tJUILT ~ CITY OF CARLSBAD f----t---+-------------~~-t---l---1----1----1 L_4j ENGINEERING DEPARTMENT ::==::::'....::==========='--'=== 29 DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: APP COASTAL RAIL TRAIL -REACH 1 SIGNING AND STRIPING PLAN PUBLIC ORKS DIRECTOR PE 33069 EXP 6 JO 14 DATE OCEANSIDE PLAN NUMBER PROJECT NO. DRAWING NO. R12 00009 4012 476-1 1121 n ~ 0 (T) ::§: ~ G) N N.i:,. 0 -..J --,., CJ'\ N' \,Ll f--' ' I 1' 1 0 L[) + OlN C.O N <( f- f-w (/) w wI z (/) -w ...c.l w :r: (/) u f- <( :::!!: -:f-- [l,,J [l,,J - I LOGO SIGN JS D 11-1 LOGO S!GNIS D11-1 >--=--c~=-.,--,R/W=-=-~=~=---=""-"" lJW, , ' - -R/W--- ---+-- J -----G----'--'-- I 11 I ' I ,_ f ~ "-°" JS LOGO SIGN D11-1 ~l~~~ s ·B':: tdACTO _BREEhl. @ INSTALL SHARED LANE MARKING (SHARROW) PER SHEET 20, DETAIL 8 EXISTING TO REMAIN. REMOVE AND SALVAGE SIGN AND POST AS NOTED. FURNISH AND INSTALL SIGN(S) AS NOTED. RELOCATE EXISTING SJGN(S) TO NEW POST AS NOTED. EXISTING SIGN (ON EXISTING LIGHT POLE/UTILITY POLE) ~ EXISTING SIGN (ONE POST) ~ NEW SIGN (ONE POST) JJ NEW SIGN (ON EXISTING LIGHT POLE/UTILITY POLE) SNS STREET NAME S l GN (12' )EXISTING LANE DIMENSION 12' PROPOSED LANE DIMENSION 6 MATCH EXISTING STRIPING/ANGLE POINT --)t---' ;(----)(-- ' '~)--:, - ' ,,ffi ' 1 ,, I a:~ "" ~s ~ ' , I ~ [l,,J [l,,J L' , , I [rENTJ ' ,~~I -~ - NOTES: 1 . ALL EX l ST! NG SIGNS TO BE RELOCATED SHALL BE MOUNTED ON METAL POSTS. CONTRACTOR TO REPLACE EXISTING WOOD POSTS WITH METAL POSTS. 2. SEE DETAIL FON SHEET 24 FOR TYPICAL SIGN INSTALLATION DETAIL. I_J -__JJ I I ~ '-a: I ::::J I ,, --' el L ' ~ ~ "-°" _ _j" I /LJ □ --, [l,,J r ~ ----I--•-- -I f ~ II =_I·, ,c-----i ,o I '-~, SCALE: 1 "=40' I A6-lJU/LT ~ '-a: I 1 ' w :::J z w > <( :::.:: <( 0 -' ' , ' 93+79,90 11-1 !S C) v- (d1 I I I I I ~ "-°" i1 i, I , ii ___J ~1 ,a: 11- 1 = ,1 ti "AS BU/Lr 'JkJd<( (d,u#L {p · z z.-1 !,' P.t (J/"2~3 EXP. l'.P·?O-/{p DATE REVIEWED BY: IN TOR ~'.L). ~-1,,/fo,IS DATE ~ CITY OF CARLSBAD I SHEETS I l-----t--+-----------------t---+--1-----+---l l_l:Lj ENGINEERING DEPARTMENT . _ 29 ~==--======================='-'====: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: COASTAL RAIL TRAIL -REACH 1 SIGNING AND STRIPING PLAN OCEANSIDE PLAN NUMBER PROJECT NO, DRAWING NO. R12 00009 4012 476-1 112113 ~o ro :§: ~ Cl N w+>-o -..J ...., O"l N' ~ I--' ,-c.-' .J. ,.-----------------------------------------------------------------------------------------------------. ' ,. PAINT FRONT & BACK OF SIGN WITH ONE COAT WHITE PRIMER & TWO COATS GLOSS WHITE ENAMEL, BORDER & LETTERING WITH GLOSS BLACK ENAMEL ' N ' ,,., +-'-- ' , +-I __ ,,.,1-- N+--1-- ' 0 I r <C "' "' => "' -El z -~ "' > ' <C 0 f" l 1s I " 12'-Q" MINIMUM w 0 El (!_ 'CRT' D --1/2" DIA x 5" LAG BOLT WITH WASHER, 6 REQUIRED, DRILL PILOT HOLES IN POSTS . 3/4" STRUCTURAL 1 DOUGLAS FIR A-C PLYWOOD, r .--'>,,-------',--+-_L_ _ __:_:TO"'U""CH-'-"'-'SAceNe:cDE=D'-'E='-X'-"TE='-R'-'-I o:cOR'-"'GLc=:U,c_E ------!------o ~ CON ILDING CARLSBA 1 STAL RAIL TRAIL IMPROVEME rl R: XXXX, INC, -COMPLETION: lNN J. KULCHIN MAYOR RO-Tf;M MATT HALL MAYOR FARRAH OUGL~S ' COUNCIL EMBER I [/TH BL CKBU N ARK CKARD +e-,::i:,;;OUNCIL EMBER COUNCIL EMBER1+.-!---------jf-i---+ 27.5" 18" N9JE: SEAL DECAL PR0'1DED BY CITY 'l' 1h!ln5Nst TEXT I SIGN 8'-0" 60" BREAKAWAY FEATURE PER CALTRANS STD.DWG RS2 20.5" TEXT 6"x6" DOUG FIR N0.1 PRESSURE TREATED POST (TYPICAL) 111== • ? "' 1. SIGN IS TO BE FABRICATED AND INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION. @PROJECT SIGN NOT TO SCALE EDGE OF PAVEMENT 0 J EDGE OF PAVED TRAIL 3'-5" 4'-0" TRAIL REGULATIONS 1. Please stay on the designated trail, be courteous, and respect the rights of adjacent property owners. 2. Please keep the trail clean and safe for all users by putting litter in its place. 3. In consideration of all trail users, please pick up after your pet. 4. All pets must be on hand-held leash. Dogs must be on a leash under 8' long. SDCC Sec. 62.669 5. Bicycle riders are encouraged to wear helmets and helmets are required by state law for all bicycle riders 17 years and younger. 6. The bicycle speed limit is 15 M.P.H. on all trails. 7. Motorized vehicles and horses (except police and maintenance) are not allowed on the trail, or dirt roads per CMC 11.32.030 (11), 11.32.030 (19) 8. The flow of traffic on the trail is similar to road traffic. Always ride or walk on the right side when traffic is coming from opposite direction or when someone verbally signals they would like to pass. 9. No smoking, fires or firearms. CMC 11.32.030 (2), 11.32.030 (4) 10. Report accidents on the trail directly to the Police Department (Dial 911). 11. Report trails maintenance problems or vandalism to the Parks Department at (760) 434-2824. 4'-0" ©TRAIL REGULATION SIGN NOT TO SCALE 12'-o" 7'-6" COASTAL RAIL TRAIL OPEN 2013 your 1/2% transportation sales tax at work administered by SANDAG ' 'l' 6" CORNER RAD !US 4" GRAY BORDER ALL AROUND NOTE: -<D ' ' 0 st-I I -<D U) 1" BLACK BORDER 1 . POSTS TO BE 6 "x 6" DOUG FIR NO. 1 PRESSURE TREATED POST, TWO POSTS TOTAL. ALL OTHER POST AND CONNECTION DATA PER PROJECT SIGN DETAIL, SHEET 17 @SANDAG SIGN D NOT TD SCALE 2'-0" 'i' CA Ir '~ y~ ' st- I \ -- \ COASTAL RAIL TRAIL OAK AVE ~ TAMARACK AVE ► ' ®LOGO SIGN INSTALLATION DETAIL NOT TO SCALE lNSTALL SIGN PER SDRSD M45 EDGE OF PAVED PATH I 'i' -" SIGNS LOCATED ON STATE STREET At-0 OAK AVENI£ WILL BE INSTALLED IN EXISTING CONCRETE. ®SIGN ADJACENT TO AT-GRADE PATH INSTALLATION INSTALL SIGN PER SDRSD M45 NOT TO SCALE EDGE OF BIKE LANE EDGE OF PATH ,------.. @SIGN IN PATH MEDIAN CURB INSTALLATION CITY OF OCEANSIDE ENGINEERING DIVISION APPROVED NOT TO SCALE R.C.E. 58655 DATE: REVIEWED BY: DATE ®DISTANCE MARKING ON PAVEMENT NOT TO SCALE DETAILS A, B, C, D, AND E ARE NOT CALLED OUT ON PLANS AT THIS TIME. SIGNS TO BE LOCATED PER CITY DIRECTION. I · .45-,5()/LT IN DATE CITY OF CARLSBAD I SHEETS I f---+---l--------------+-----1----1----1----1 4 ENGINEERING DEPARTMENT . 29 1----1----1---------'-------+----1----1----l----l I MPROVEMENT PLANS FOR: AP. COASTAL RAIL TRAIL -REACH 1 PROJECT SIGN DETAILS CONRAD C. HAMMANN, JR f---+---l--------------+-----1----1----l---l PUBLIC WORKS DIRECTOR PE 33069 EXP 6 30 14 OCEANSIDE PLAN NUMBER PROJECT NO. DRAWING ND. R12 00009 4012 476-1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL .... 112113 ~o ro ~ ~ G) N _.,. _.,. 0 -..J ...., 0) N l '° f-> ~ t t t ------- 2 SYMBOL DJ [IJ mill@ . . . [I] . . . . . ----------------------- ROUNDABOUT CONCRETE PAVING-_;,,-- PER DETAILS 9 AND 10, SHEET 6 OJ-- ITEM 6" NATURAL GRAY CONCRETE CURB -PER SHEET 19 OJ-- @}- INTEGRAL COLOR CONCRETE CURB -PER SHEET 19 CONCRETE COLOR: 5130 'SPRING BEIGE' BY SCOFIELD OJ-- @}- -- INTEGRAL COLOR CONCRETE WITH SEEDED AGGREGATE FINISH -DETAIL 8 / SHEET 6 AGGREGATE BIRDSEYE BROWN -3/8"-7/8" AVIALABLE THROUGH KRC ROCK 760-744-1036 CONCRETE COLOR: 5130 'SPRING BEIGE' BY SCOFIELD FINISH: GRACE TOP CAST 125 (PINK) INTEGRAL COLOR CONCRETE WITH DECORATIVE COBBLE STONE -DETAIL 6 / SHEET 26 AGGREGATE 'TAN COBBLE -4"-8" AVIALABLE THROUGH KRC ROCK 760-7 44-1036 CONCRETE COLOR 5130 'SPRING BEIGE' BY SCOFIELD FINISH: GRACE TOP CAST 250 (ORANGE) DECORATIVE HARDSCAPE EXHIBIT ROUNDABOUT PLANTING ENLARGEMENT (SEE INSET THIS SHEET) NOTE: PER CITY OF CARLSBAD LANDSCAPE MANUAL -PRIOR TO INSTALLATION, CONTRACTOR SHALL POUR A 10'x10' SQUARE SAMPLE OF DECORATIVE CONCRETE AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO FINAL INSTALLATION. SCALE: 1" = 30' ~ 20 10 0 2~ 40 60 SEE SHEET 26 FOR PLANTING LEGEND AND NOTES Transportation Department ~I ~~f----1 __ 1----11 SCALE: 1"~20' - ~ T ..... 't '~ ,,,.___ :::----/ -..... / '/J.......,_ )'--/~ SAFETY STRIP CONCRETE PAVIN; ------------- PER DETAILS 8 AND 10, SHEET 6 ' ..._ t-10S C,4p HfAIO r -d-'"1 O ~~" ICMAIUf<E -31-15 SOG PF<OJEC f NO: 13-408 PLT DATE: 0G/04/2014 SCHMIDT DESlGN CROUP, lNC. BALANCING AJ1r1sr1c EXJJJ.:ESSION IN DESIGN WITH E~IVIROMMENTJ\L SEMSJTIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-146z facsimile {619} 236-8792 www.schrnidtdesign.com Lie. CA 2138, MV 219, AZ J,j.1J9 w z ~ ,. P.E. __ _ REVIEWED BY: INSPECTOR 41> "AS BUILT" EXP. ___ _ I I i-w 1w I (/) DATE DATE 1------+----t-=-A-D-DE_N_D_UM_N_O_. -2----------+--"3/_1~2;_,_4+---f---+----< I S2r!ESET I ADDECIDUM NO. S 6/4/14 :==='...===========----'=~ CITY OF' CARLSBAD ENGINEERING DEPARTMENT SHEETS 29 COASTAL RAIL TRAIL -REACH 1 PLANTING PLAN ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: -"=JF_ RVWD BY: JF I DRAWING NO. 476-1 '---------~ PROJECT NO. 4012 ~~~~~~~~~~~~~~~~~~~~~~~'--A_/~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~'--A_/~'--A_/~~~ -PLANTING LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME SIZE QUANTITY COMMENTS MATURE HEIGHT WATER USE DETAIL/SHEET 0 BACCAHRIS PILULARIS 'TWIN PEAKS' DWARF COYOTE BRUSH 1 GAL 409 HEALTHY AND VIGOROUS 3-FEET LOW A/ 26 0 CAREX PRAEGRACILIS CLUSTERED FIELD SEDGE 1 GAL 79 HEALTHY AND VIGOROUS 1.5-FEET MEDIUM A I Ell GERANIUM MACRORRHIZUM BIGROOT CRANESBILL 1 GAL 501 HEALTHY AND VIGOROUS 1-FOOT MEDIUM B I @ HEMEROCALLIS 'STELLA DE ORO' STELLA DE ORO DAYLILY 1 GAL 84 HEALTHY AND VIGOROUS 1.5-FEET MEDIUM B / 0 LEUCADENDRON 'WINTER RED' CONEBUSH 5 GAL 32 HEALTHY AND VIGOROUS 4-FEET MEDIUM B / @ RHAPHIOLEPIS INDICA 'ENCHANTRESS' INDIAN HAWTHORN 5 GAL 51 HEALTHY AND VIGOROUS 3.5-FEET MEDIUM B / * STRELITZIA REGINAE BIRD OF PARADISE 5 GAL 13 HEALTHY AND VIGOROUS 4.5-FEET MEDIUM B / PLANTING NOTES 1. ALL LANDSCAPING SHALL BE DONE IN ACCORDANCE WITH THESE DRAWINGS AND THE SPECIFICATION SPECIAL PROVISIONS. 2. PLANT QUANTITIES SHOWN ON THE PLANS AND LEGENDS ARE FOR THE CONTRACTOR'S CONVENIENCE IN ESTIMATING ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PROV ID I NG THE PLANT MATERIALS FOR EACH SYMBOL SHOWN ON THE PLANT! NG PLANS. 3. THE PLANTING PLANS ARE DIAGRAMMATIC. MINOR ADJUSTMENTS IN PLANT LOCATIONS MAY BE MADE AT THE DISCRETION OF THE CITY ENGINEER. 26 26 26 26 26 26 4. ALL PLANT MATERIAL AND BARK MULCH SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE CITY ENGINEER PRIOR TO INSTALLATION. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 5. ALL NURSERY TYING MATERIAL AND MARKING TAPES SHALL BE REMOVED AT THE TIME OF PLANTING. 6. MEDIAN PLANTING AREAS SHALL BE OVER EXCAVATED TO A 14" DEPTH FROM THE TOP OF THE ADJACENT MEDIAN PAVING AND REPLACED WITH 12" CLASS 'A' TOPSOIL PER THE SPECIFICATIONS. FINISHED GRADE TO BE 2" BELOW TOP OF THE MEDIAN PAVING. 7. A THREE INCH LAYER OF BARK MULCH SHALL BE APPLIED TO ALL PLANTING AREAS PER THE SPECIFICATIONS. 8. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO VERIFY THE EXACT LOCATIONS OF EXISTING UTILITIES TO ENSURE THAT THERE IS NO DAMAGE DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO REPAIR AND REPLACE ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION. 9. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ·gm: ,.-~ 1 4 8 , .., ,1 ~ A ) SHRUB PLANTING '-,, PLANNING ■ DESIGN ■ CONSTRUCTION CONSULTING 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 760.476.9193 • FAX 760.476.9198 • www.RBF.com 3 ) 61 7 ) 21 CD SHRUB ROOTBALL. ® DIG PLANTING PIT TWO TIMES THE DIAMETER AND ONE TIMES THE DEPTH OF THE ROOTBALL. SCARIFY SIDES OF PLANT PIT. 0 SET THE RODTBALL IN TI-E PLANJING PIT SD THAT ROOT CROWN IS 1 ABOVE FINISH GRADE. 0 PLACE BACKFILL MATERIAL PER THE SPECIFICATIONS. IRRIGATE WITH HOSE TD SETTLE BACKFILL AND BERM, FILLING BASIN. TAMP TO REMOVE AIR POCKETS AND ADD ADDITIONAL BACKFILL AS NECESSARY. ® PLANTING TABLETS PER THE SPEC IF I CA TI ONS. ® CREATE 4" IRRIGATION BASIN AT THE EDGE OF THE PLANTING PIT. (j) 3" LAYER OF BARK MULCH PER Tl-£ SPECIFICATIONS. INSTALL 3" AWAY FROM PLANT CENTER. ® EXISTING SUBGRADE DR UNCLASSIFIED FILL. 1 4 ,1 CD SHRUB RDOTBALL ' ® DIG PLANTING PIT TWO TIMES THE DIAMETER AND Ot-E TIMES THE DEPTH OF THE RDCTBALL. SCARIFY SIDES OF PLANT PIT. 0 SET THE ROD TB ALL IN TI-E PLANJING PIT SO THAT ROOT CROWN IS 1 ABOVE FINISH GRADE. 0 PLACE BACKFILL MATERIAL PER THE SPECIFICATIONS. IRRIGATE WITH HOSE TO SETTLE BACKFILL AND BERM, FILLING BASIN. TAMP TO REMOVE AIR POCKETS AND ADD ADDITIONAL BACKFILL AS t-ECESSARY. ® PLANTING TABLETS PER THE SPEC IF I CA TI ONS . ® CREATE 4" IRRIGATION .BASIN AT THE EDGE OF THE PLANTING PIT. (j) 3" LAYER OF BARK t.lJLCH PER.THE SPECIFICATIONS. INSTALL 3 AWAY FROM PLANT CENTER. ® EXISTING SUBGRADE OR UNCLASSIFIED FILL. ® IN t.E:DIAN PLANTIN AREAS ON..Y OVER EXCAVATE PLANTING AREA to A 14" DEPTH FROM TOP OF ADJACENJ PAVING At-0 REPLACE WITH 12 CLASS 'A' TOPSOIL PER THE SPECIFICAJIONS. FINISHED GRADE TO BE 2 BELOW TOP OF PAVING. / ....._ N.T.s. , 8.,, SHRUB PLANTING (MEDIAN) N.T.S. "AS BUILT" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: <1 1-,. a 1. ~-,1c-is IN~CTOR if . DA TE I/\ ,48-8U!LT ~ CITY OF CARLSBAD ~ t-----t----t-----------------t------t---t---+------+ ~ ENGINEERING DEPARTMENT ~ t-----t----t-----------------1-------t---t---+------+ DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL COASTAL RAIL TRAIL -REACH 1 PLANTING LEGEND, NOTES, AND DETAILS . . AP?1.v?/ CONRAD HAMMANN /"lb//,-. DEPUTY'CITY ENGINEER PE3~iJ6~ EXPIRES 6/i0/14. DATE OWN BY: AC I PROJECT NO. I DRAWING NO. ~~~g ~~: Jr . 4012 . 476-1 112113 ~o (D ~ ~ G) N 0) .i:,. 0 -..J -+, 0) NI I.O f--' Pressure Loss Calculations Job No,: 55100827 Project: Coastal Rail Trail Location: Carlsbad, California Water Authority: Phone No.: Meter Address: Existing Meter Elevation Civil Station-# Area Served: Estimated Water Use: . Max. GPM 36 Meter Size: 1 1/2" Static Pressure: 93 Date of Pressure Check: Cale. Date: 12113/12 Total Stations 28 . Valve No. 1 ( Irrigation Equipment Pressure Loss (psi) Ex Water Meter 1 1/2" 2.70 Ex Backflow w/ Pressure Regulator 13.00 Master Valve 1.10 Flow Meter 2.00 Ball Valves 1.00 Control Valve 1 1/2" 4.10 Mainline 2" PVC Class315 6.00 Lateral 2" PVC Sch40 0.10 Lateral 1 1/4" PVC Sch40 1.00 Lateral 1" PVC Sch40 1.00 Lateral 3/4" PVC Sch40 5.00 Head Loss in System 15' elevation change (.433} -6.45 Total System Loss 30.55 Fitting Losses (15% of Total Losses) 4.58 Min. Req. Pressure at Last Head 30.00 Design Pressure 65.13 Residual Pressure {Static Pressure -Design Pressure) 27.87 Transportation Department 11(£[' 5 6 (D 190----E-400 CONCRElE, MAXIMUM 8" SLUMP SLURRY BACKALL TO SURFACE. FOLLOW ¼tlH 12" WIDE BY 1-1/2'' DEEP GRIND AND RESURFACING. ALLOW MIN. 72 HOURS CURE BEFORE GRINDING. (1) D2-,lll-40ll0 ASl'HALT C_ONCRETE Q) ALL GONDUIT ANO CABLE G) @ © (!) EXISTING A.C, PAVEMENT EXISTING BASE MATERIAL MORTAR SAND COMPACTED TO 95-X RE;L.A1JVE DENSITY. -- UN_D!Sl\JRBED SOIL SECTION N.T.S. @ SYMMETRICAL ABOUT CcNTERUNE Of TRENCH. @ GRADE SS-1h EMUL~Fl<D ASPHALT APPLIED AT 0.15 GALLON PER SQUARE Y,IRD. @ EXISTING ASPHALT PAVEMENT FINISHED GRADE, ~OOTHNESS &: COMPACTION OF RESURFACING SHALL MEET lHE REQUIREMENTS OF l'iiTJo'\'/~iEi?~ttllll~EEJffl~MiwE'rl ~ !\'Mra'tiI'1Bf it/fT~oRlR~~~'s17 EAS PERMIITE S OPERAllONS. • 3 MINIMUM WIDTH 4 ~ MAXIMUM 'MDTI-1 s• @ RESPRAY GRADE SS-th EMULSFIEO ASPHALT AT 0.15 GALLOO PER SQUARE YARD 6" V.,DE. CENTERED ON EDGE LINE OF GRIND AFTER PLACING A.C. & BEFORE SURFACE TREATMENT. @ SURFACE TREATMENT TO MAT!>, rnsTING PA\<EMENT (E.G. SEAL COAT, CHIP SEAL) @ WHEN THf.. EDGE OF rrlE GRIND UN£ IS V.,JHIN 12 OF EDGE OF PAVEMENT, ANY SlR!TIJR\,,AN ADJACENT lRENCH PATCH OR Y O 1nER PA\1NG JOIN LINE THE 1-1 2" DEEP GRIND SHALL BE EXTENDED TO E EXISTING SlRUCTURE OR JOIN LINE. REV. A ROVED DATE CITY OF CARIBBAD ' • 11/11 NARROW TRENCH BACKFILL & ASPHALT CONCRETE RESURFACING arr ENGINEER DATE SUPPLEMENTAL GS-24 STANDARD MO, 20 I SCALE: 1 "~20' SEE SHEETS 28 & 29 FOR IRRIGATION LEGEND,· NOTES AND DETAILS ~ CONSULTING PLANNING ■ DESIGN ■ C □NSTRUCTl □ N 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008°4386 760.476.9193 • FAX 760.476.9198 • www.ABF.com APPROXIMATE LOCATION OF EXISTING 1 1/2" BACKFLOW PREVENTER -FIELD VERIFY PROTECT IN PLACE. P.E. __ _ REVIEWED BY: f- EXP.----DATE , I i i i I i I i I i-- 1 I I- z: 4oo,:11ot1,1f#o.z j 112114 ~ CITY OF CARLSBAD ~ 1----+----+-'-''-'-"'-"S'-"-8,.__,Z/,"'-'-1/L::..:T ________ ----t---t--+---+----i 7 9 ENGINEERING DEPARTMENT OATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL :=================; COASTAL RAIL TRAIL -REACH 1 · /RR/GA TION PLAN ONRAO HAMMANN ITY ENGINEER PE !>?106'1 EXPIRES• DWN BY: C PROJECT NO. DRAWING NO. CHKD BY: _ _,Jec-F- RVWD BY: JF 4012 476-1 \ 112113 . ' i , ! ( ' ! ,, RRIGA TION LEGEND --· - SYMBOL MANUFACTURERLMODEL ARC PSI GPM RADIUS ~ RAIN BIRD RD-12-S-P30-F-PCS 5 SERIES MPR 180 30 0.20 5' <ti RAIN BIRD RD-12-S-P30-F-PCS 5 SERIES MPR 90 30 0.10 5' @ RAIN BIRD RD-12-S-P30-F-PCS 8 SERIES MPR 180 30 0.52 8' ® RAIN BIRD RD-12-S-P30-F-PCS 8 SERIES MPR 90 30 0.26 8' @ RAIN BIRD RD-12-S-P30-F-PCS 10 SERIES MPR 360 30 1.58 10' @ 10' RAIN BIRD RD-12-S-P30-F-PCS 10 SERIES MPR 180 30 0.79 @ RAIN BIRD RD-12-S-P30-F-PCS 10 SERIES MPR 90 30 0.39 10· @ RAIN BIRD RD-12-S-P30-F-PCS 12 SERIES MPR 180 30 1.30 12· @ @ RAIN BIRD RD-12-S-P30-F-PCS12 SERIES MPR 90 30 0.65 12· @ RAIN BIRD RD-12-S-P30-F-PCS 15 SERIES MPR 360 30 3.70 15' @ RAIN BIRD RD-12-S-P30-F-PCS 15 SERIES MPR 180 30 1.85 15' @ RAIN BIRD RD-12-S-P30-F-PCS 15 SERIES MPR 90 30 0.92 15' RAIN BIRD RD-12-S-P30-F-PCS 15 SERIES MPR 120 30 1.23 15' r-. 1 ·r-c / . ' , WEA THERM A TIC 8200CR SERIES l!iil BRASS REMOTE CONTROL VALVES W/ PRESSURE REGULATOR MODULE. SIZE PER PLAN NETAFIM LVCZS8010075-HF PRE-ASSEMBLED CONTROL ZONE KIT, WITH 1" SERIES 80 CONTROL VALVE, 3/4" DISC FILTER, AND HIGH FLOW PRESSURE REGULATOR 4.5GPM TO 17.6GPM. NETAFIM TL050MFV-1 AUTOMATIC FLUSH VALVE, 1/2" MALE PIPE THREAD. NETAFIM TLAVRV AIR/VACUUM RELIEF VALVE, 1 /2" MALE PIPE THREAD. WILKINS 850 BRASS BALL VALVE SHUT OFF VALVE -LINE SIZE NELSON #7645 -1" QUICK COUPLER 1" BRASS QUICK COUPLER VALVE W/LOCKING VINYL COVER. WEATHERMATIC 8200CR SERIES 2" BRASS MASTER VALVE WITH PRESSURE REGULATOR MODULE CALSENSE ET2000E-32-R-RRE-SSE-R NEW 32 STATION ET/WEATHER-BASED IRRIGATION CONTROLLER W/ FLOW SENSING AND WATER MANAGEMENT CAPABILITIES. MOUNTED ON A NEW STAINLESS STEEL PEDESTAL. CALSENSE FM100-B 1" BRASS FLOW SENSOR AREA TO RECEIVE DRIPLINE -NETAFIM TLRW-09-12 (18) TECHLINE LANDSCAPE DRIPLINE WITH 0.9GPH EMITTERS AT 12.0" O.C. DRIPLINE LATERALS SPACED AT 18.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. DESIGNED FOR RECLAIMED WATER USE ONLY. IRRIGATION LATERAL LINE (MIN. 12"COVER): PVC SCHEDULE 40 AND CLASS 315 PVC SCHEDULE 40 TO 1-1/2", PVC CLASS 315 SOR 13.5 FOR PIPES 2" AND LARGER. ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. -PACIFIC CAL' OR APPROVED EQUAL ----------IRRIGATION MAINLINE (MIN. 24" COVER): 2" PVC CLASS 315 PACIFIC CAL' OR APPROVED EQUAL PVC SLEEVES: 2 TIMES DIAMETER OF THE PIPE ENCLOSED IN THE SLEEVE UNDER VEHICLE PAVING: SCHEDULE 80 PVC (MIN. 36"COVER) UNDER PEDESTRIAN PAVING: SCHEDULE 40 PVC (MIN. 18"COVER) VALVE CALLOUT EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. ~-----VALVE NUMBER © VALVE FLOW # '1' ~HYDROZONE NUMBER #" •f---\..'...I __ _ ~ VALVE SIZE --WATER USE CALCULATIONS MAXIMUM APPLIED WATER ALLOWANCE (MAWA) MAWA = (ETo)x(0.7)x(LA)x(0.62) = GALLONS PER YEAR MAWA = 42.90 x 0.7 x 14,000 x 0.62 = 260,660 GALLONS PER YEAR ESTIMATED APPLIED WATER USE (EAWU) ETWU = [(ETo)x(PF)x(LA)x(0.62)]/(IE) = GALLONS PER YEAR HYDROZONE AREA 1 (900 SF, 6% OF LANDSCAPE AREA): MEDIUM WATER USE SHRUBS -DRIP IRRIGATION 42.90 x 0.5 x 900 x 0.62/0.9 = 13,299 GALLONS PER YEAR HYDROZONE AREA 2 (3 600 SF 25% OF LANDSCAPE AREA): MEDIUM WATER USE SHRUBS -SPRAY IRRIGATION 42.90 x 0.5 x 3,600 x 0.62/0. 75 = 63,835 GALLONS PER YEAR HYDROZONE AREA 3 (9,500 SF, 67% OF LANDSCAPE AREA): LOW WATER USE SHRUBS -SPRAY IRRIGATION 42.90 x 0.3 x 9,500 x 0.62/0.75 = 101,072 GALLONS PER YEAR TOTAL EAWU = 178,206 GALLON PER YEAR IS LOWER THAN MAXIMUM WATER ALLOWANCE/ ETWU COMPLIES WITH MAWA) HYDROZONE LEGEND CD DRIP IRRIGATION WITH MEDIUM WATER USE SHRUBS Cl) SPRAY IRRIGATION WITH MEDIUM WATER USE SHRUBS 0) SPRAY IRRIGATION WITH LOW WATER USE SHRUBS GENERAL IRRIGATION NOTES 1. ALL IRRIGATION SHALL BE DONE IN ACCORDANCE WITH THESE DRAWINGS AND THE SPECIFICATION SPECIAL PROVISIONS. 2. CONTRACTOR SHALL MEET WITH THE OWNER'S MAINTENANCE REPRESENTATIVE AT THE PROJECT SITE TO LOCATE EXISTING IRRIGATION CONTROLLERS BACKFLOWS, VALVES, MAINLINE, LATERAL PIPES. IRRIGATION HEADS AND ALL OTHER PERTINENT SITE INFORMATION. 3. PRIOR TO DEMOLITION AND NEW IMPROVEMENTS, CONTRACTOR SHALL IDENTIFY ITEMS TO BE REMOVED AND/OR RELOCATED. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING IRRIGATION WATER TO LANDSCAPE AREAS ADJOINING THE LIMIT OF WORK. THE CONTRACTOR SHALL BARE ALL COSTS ASSOCIATED WITH LACK OF IRRIGATION WATER. 4. CONTRACTOR SHALL BE PRESENT DURING GRADING OPERATIONS TO PERFORM NECESSARY SERVICES AND PROVIDE ALL EQUIPMENT NECESSARY FOR CAPPING THE EXISTING SYSTEM. 5. CONTRACTOR SHALL CONNECT ALL IRRIGATION RELATED ELECTRICAL LINES AND CONTROL WIRES AND PROVIDE ALL MATERIALS TOOLS AND LABOR NECESSARY TO CONSTRUCt A COMPLETE AND OPERABLE REPLACEMENT IRRIGATION SYSTEM PER THIS PLANS. 6. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED~ BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPKOVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 7. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 8. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE INSTALL(NG PCS (PRESSURE COMPENSATING SCREENS), SELECtING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS, AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 9. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING VALVES, ETC.~ SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARI,ICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS. 10. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, STRUCTURES, AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY THEIR WORK. 11. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS~ GRADE DIFFERENCES OR DIFFERENCES IN THE AKEA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE CITY ENGINEER. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 12. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 13. DO NOT jNSTALL SPRINKLER HEAD ASSEMBLY CLOSER THAN 24 FROM PAVING EDGE, SIDEWALKS, CURBS, DRIVEWAYS OR PEDESTRIAN AREAS. 14. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVER SPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. 15. THE IRRIGATION CONTRACTOR SHALL INSTALL KB! SERIES ADV'S (ANTI DRAIN VALVES) ON ALL LATERALS IN AREAS WHERE FINISH GRADE EXCEEDS 4: 1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION OCCURS OR AS DIRECTED BY THE CITY ENGINEER. 16. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE OF 80 PSI. CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCES BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE COUNTY'S AUTHORIZED REPRESENTATIVE. 17. THE IRRIGATION CONTRACTOR SHALL OBTAIN A COPY OF THE IRRIGATION AS-BUILTS, CITY OF CARLSBAD, PROJECT NO. CT 00-06. 18. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. r~ FINISH GRADE I Techline 180 2-WAY TE:-i SEE SPECS I Techline TUBING! . ~ IIBE 11 ~ -SEE SPECS 3/4" SCH 80 PVC NIPPLE~ e,o '" '"'''"7 PVC PIPINGl ·. ' .. ~ . t) ~ .. .. / ..... A 1 Techline START CONNECTION NTS ' .,,, L9 MANUAL LINE FLUSHING VALVE r, PLUMBED TO PVC OR POLY ri= =m, I"'-I Techline START CONNECTION 'r' MALE ADAPTER PVC OR POLY EXHAUST HEADER I PVC OR POLY SUPPLY HEADER I Techline START CONNECTION ~ SEE DETAIL HEREIN D I -REMOTE CONTROL VALVE WITH DISC FILTER AND PRY I I AREA PERIMETER I I Techline® CV TUBING I - - l!: ~ l..J iv PERIMETER LATERALS 2" TO 4" FROM EDGE / '\ B Techline® CV CENTER FEED LAYOUT NTS ' / SUPPLY HEADER / 12•-4• FROM PAVING Techline TUBING I AIR/VACUUM -I, • , t J RELIEF VALVE (AT HIGH POINT) ~ • ~ PVC OR POLY AR ,,.. PIPING , I & FITTINGS 12" IN TURF AREA 18" IN SHRUB ~REA I / I EMISSION POINT ,~ tr ~ ;: • , START CONNECTION ,,__ 2•-4• FROM PAVING' I ~ ~ " EXHAUST HEADER (SAMPLE LAYOUT) \_LINE FLUSHING VALVE / ..... C ' / W/ GRAVEL SUMP l Techline TUBING & ACCESSORIES NTS .. ,,,1;, . ,::{ .. ,:·, ,_. -~ ._ . ' '.'/· --' •' ·"•~-~--,:,'•:.\!t~; .1 PLANNING ■ DESIGN ■ CONSTRUCTION 5050 AVENIDA ENCINAS, SUrTE 260 CARLSBAD, CALIFORNIA 92008-4386 C O N S U LT I N G 760.476.9193 • FAX 760.476.9198 • www.RBF.com NOTE: P.V.C. Sch. ~v~Jc=====ii:2. 40 Street Ell [ INSTALL SPRINKLER HEADS 24" MIN. FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVER SPRAY ONTO PAVING. FENCES. WALLS OR BUILDINGS. PLAN NOTES Finished grade Pop-up Body Sharl Nipple -~ P.V.C. Sch. 40 ~ Threaded El! P.V.C. Sch. 40 Street Ell--~ Swing joint assembly --- Min. 305mm ( 12") Nipple installed at an upward angle 1. All fittings shall be P.V.C. Schedule 40. 2. All nipples shall be P.V.C. Schedule 80. P.V.C. Sch. 40 fhreoded Ell ELEVATION P.V.C. Sch. 40 SxSxT Tee P.V.C. Sch. 40 Street Ell E a E C 'E' .. N -E E '° 0 ,,, P.V.C. Sch. 40 Street Ell E , E ·a .o E ~ -E E ro ,,, 3. Teflon tape shall be used on oll threaded connections. 4. Close nipples sho!I not be used. 5. Lateral depth shall be 457mm (18") when 305mm (12") pop-up bodies ore used. L£GEND ON PLANS Show o number \o___..........o im.licule lype head or approved _agency symbol Revision 8 Appro~ed Date ORIGINAL Kercheval 12 75 SAN DIEGO REGIONAL STANDARD DRAWING RECW>.IEHOEO BY lt<E SAN OIECO RECION1'L fANOAROS cw..i fl(E Md .iet,ic r. Stanton 05/05 06/24/2004 I.I. Coro 06/0~ ROTOR OR SPRAY POP-UP HEAD a~pe.-.on R.CL 192~6 Dole DRA'MNC NUMBER 1-3 (4) Unmorture\J slondord bricks Vol'le Box with locking \op-,__ !.::==:::!===:\ (IOOrmn x 200mm x 6Jmm) {4"xa·~2w) foundotion an compacted subgrode os approved by agency_ '\. 1 _______ ____1__. ________ 1 (Use 6 bricks for oversized boxes) {' :::-=--=-=-=--=-tr=--=-=-=-=i(----Volve, as approved by agency, centered in box .!'l.6!L Valve box with locking lop as approved by agency Control wires 610mm (24•) leod length (Caile<J) 76mm (J") min, clear 3D5mm Finished grode (turf) Finished grode Mulch depth, per pion-------.._ J__ . . .. ~-----'T~•-.,,_ ,~-_, .. \ . " see nole J9 (lt) max. -I Hordscape, per pion -~ E E E E E ~ n ~n 25mm (1 ") min. Clear between lop f of pipe & volve box knock outs (both sides) 0 ~ ~ -'---~----,-"V '----....,,-Sch. 80 Union To now sensor and elbows Sch. 80 mule adopters --~ on each side of volve Pea grovel, 101mm (<") min. depth P.V.C. Main from waler source Sch. 80 elbows ELEVATION NOTES: Conduit lor flow sensor ond master valve wires to contrdler, depth per Sld. Dwg. 1-16 l. Splicing sholl be mode in valve boxes and pul! boxes only. See Slandord Dr owing H 5 lot splice/soldering notes. 2. All splices shall be mode with u properly set mechanical splice connector entirely enclosed in self-curing resin ond shall be corriplelely woler-proof. · 1 Duel seol conduit openings per ogeocy requirements. 4. All PVC pipe used in master volve assembly sholl be of the some class os specified for the mainline . 5. Conduil shall be 25mm (1 ') min. or os approved by ogency. 6. Valve/controller identilicolion shall be labeled on the volve box and togged on lhe valve per agency requirements. 7. Knock outs shall not be enlorged unless approved by agency. 8. Install only one valve per box. 9. 16mm (:n min. clear from bottom of box lid lo highest point o( valve ossembly. IO. Valve boxes shall be sel perpendiculor lo hordscope, o mox. 305mm (lz") from edge of hordscope, 51-76mm (2-3") above finished grade in shrub/groundcover ureas, per mulch depth. II necessary lo be set in turf, valve boxes shall be set flush with [inished grade. 11. Close nipples ~hall not be used . Revision By Approved Dote ORIGINAL Kercheval 12 75 1,1.. Cora 04/05 SAN DIEGO REGIONAL STANDARD DRAWING IRRIGATION MASTER VALVE DRAWING NUMBER N/21/2()()5 1-10 E E ~ N N 102mm (4") 102mm (4") i---1 . . '.!. E E 0 N ~--,,7.----i,r,.,. -~-,~ 0 E ~ ' 0 Red Bross Nipple, 20.3mm (8") long. ' I Red Bross Coupling Red Bross nipple to Lsolotion volve, unless otherwise specified. PLAN Volve Elox os required by Agency. Provide cleoronce bet'l(een t9p of quick coupler ond bottom of the volve box lid to ollow for proper function of the inserted quick coupler k~y. Provide grovel tia!ie ond !jump {qr \t\i: box instollotians, Red Bross Coupling. Concrete ri6_t to extend above couplings, OS sh<;>wn, ,,-i--Red Bross Nipple, 102mm (4~) long 279 kg/M'-C-14-Mpo (470-C-2000).0H cu m (1/2 cu.ft.) min. Red Bross Coupling Red Bross nipple \a isolation valve, unless otherwise specified. NOTES ELEVATION 1. Quick coupling volves or boxes sholl be set (!ush in l<Jwn ond 51-76mm (2-J") above finish grade in shrub/ groundcover areas, per mulch depth 2. Dimensions of concrele anchors are minimum. J. Close nipples shall not be used. 4. Provide oppropriote key ond swivel adopter as specified on plans. Revision B Approved Dote ORIGINAL K.,r,;:hevol 12 15 M<i M~lric I. Slan\on OJ/OJ UPUAI( l,I. Ca<Q 0::,/Q,1 • C 0 " ~ ~ Top of mulch. r ~ E E ;; SAN DIEGO REGIONAL STANDARD DRAWING QUICK COUPLING VALVE E E E E ~w N~ I {,--..Xe\X~~::&,'t,q/ RECOl,O.l(NOEO 0T nl( SAN Ol(GO R~GIOOI""-T"-NOAROS COMMllIEE ' Finish Grode Round vOb,e box. Ref er ·to plans or specifications. Filtl;lr fobric ·o_rqund valve box. Fabric sholl cover otl openings of lhe box. Ball Valve. Refer to ~-'!c-,'-~!egend. ~-¼-Sch 40 PVC Male Adapter. Line size Brick supporls. (3) required. 1 02mm ( 4 ~) minimum Pea Grove!. NOTES E E ~ Sch -4-0 PVC 45 degree elbow to moinline depth. Extend PVC straight out of ball volve when used in manifolCl"s. l. (ef!on lope, 19mm (J/4") wide, shall ~ used on oil threaded connections. 2. Close nipples shoH not be used. J. AH f'Vt: Pipe used in manifold ossemblie5 sholl of lhe some closs os 5pecified for the mainline. 1 J 4. All plastic valve bo~es shall be heal brnnded with the oppropriol~ iderilifico\ion_ Refer to plans arid spl!Cilicot)ons. 5. Oo nol cul oddilionol holes in vo!,es boxes. 6. Add single unions 011 each side of ,ol-.e when True Union ball vo!Yes ore not used. Re~ision B Appro,ed Dute ORIGINAL Kerche~ol 12 75 M<i Melric: L Slanlaa OJ/OJ UPOAI( I,( Coro 0:1/0S SAN DIEGO REGIONAL STANDARD DRAWING ISOLATION BALL VAL VE 50mm 12"1 AND SMALLER R(CQl,IM[N(J(O llY (H[ S1'N OIEtO REClONN. T"-NOAROS CQI.IMl!IEE 02(24/2005 Ooirper3..;, R.C.E. )92-16 Oolo DRA\\tNG NUMBER 1-11 ~SBU/Lr P.E. ___ _ EXP. ___ _ DATE REVIEWED BY: DATE t------+--+---11-s-_m_vt_r ______ -+----+------+--+-___, ~B CITY OF CARLS BAD ~g ~ ENGINEERING DEPARTMENT ~ ~=::'...'.::==========::'...'.::=~ COASTAL RAIL TRAIL -REACH 1 IRRIGATION LEGEND, NOTES & DETAILS ceD~E';P~UT~Y::;=::::::::::~::=~=::::P:::::E:=1':'3:=0"':f,_<J=_-.:=E:=XP:::::l:=R=:ES==:v~j;:o_/'::':_/4:;:_:=D_::'A___:=T_E=:_=-·~·~· t-==--+c=cc--i-----------------+---+--~t-------,~----1 'DWN BY: AC PROJECT NO. · 1• DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL JF CHKD BY: 4012 476-1 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: JF 1121 '13 Vl ::J' (t) (t) ...... N 0 ~ Gl 00 +'> 0 -...J ....., cri N' \.0 I-' ~ Valve Box with locking lop os approved by ogency Control wires 610mm (24") leud length (Coiled) · Finished grade. (4) Unmar\ored standard bricks (100mm x 200mm x 63mm) (4'x8"x2½') loundotion on compacted subgrade. --------,------- i'.:====+====¥--valve, as approved by ugenc.y, centered in box. l'lLltL 76mm (3") min. clear Valve box 'ttilh locking top os approved by agency 305mm Finished grade (turf). Mulch depth, pei plon-...,}-:'!'.i ~t~-:';' i;-·· see note 69 ' (12") max. -I Hordscope, per pion. 25mm (1") min. Clear between top of pipe & valve box knock ouls (both sides Sch. 40 P.V.C. 45' Elbow &. Pipe Pei, grovel, 102mm (4") min. depth. Sch. 80 P .V.C. Union Nipples & 45' .elbow Nipple, elbow and 1iser Jrom manifold lee or ~lbow, os shown/noted on S\undurd Drawing 1-32 or 1-33, as approved by agency. m= El EVATION 1. Splicing shall be mode in valve boxes and pull boxes only. See Standard Urowing 1-15 for splice/soldering notes. 2. All splices shall be mode with a properly set mechanical splice connector en\irely ~nclosed in s_elf-curing resin and shall be completely water-proof. 3. S~ore l'!ires \~rminoting in valve boxes shall have their ends iflsuloled, \he some as for-·o splice. 4. When t·110 or more valves ure installed in lhe some locolion, see Standard Drawing 1-32 or 1-33, per agency standards. 5. All volm shell be installed wilh o union on the downstream side of the ·1olve. The union shall be Sch. 80 P,V.C. 6. Valve/controller identification shall be labeled on \he valve box and logged on the \'(]Ive per agency requirements. 7. Knock outs shall not be enlarged unless approved by ogency. 8. Install only one valve per b_ox. 9. 76mm (Y) min. clear from bottom of box lid to highest point of valve assembly. 10. Valve boxes sh\JII be sel perpendicular to hordscape, a max. 305mm (t2") [rnm edge of hordscope, 51-76mm (2-J") above finished grade in shrub/groundcom oreos, per mulch depth. II necessary lo be set in turf, vol•1e box_~s shQII be sel flush ·11i\h finished grade. ORIGINA UP!)AIE used. R.Mll!lOZ 3 7 r. Slonton OJ/OJ l,t Coro 04/05 { PVC Mainline. Refer to plans si~e ond pipe class. REMOTE CONTROL VALVE PVC TEE (line size).~ Angle up from Moinlint1 for depth to manifold depth. PVC Riser from mainline depth_ lo moinfold depth.~ Len tn as re uired. \ O<l-(21/2()05 1-14 Round valve bOx for Quick Couplers. Refer lo Standard Drawing !-5. NOTES Sch 40 PVC TEE or ✓-----7--ELL at terminal end. GI Typical. Boll valve and round valve box. Refer to Standard Drawing 1-11 or 1-12, as required by agency 457mm (18") 457mm 18") 457mm (18") 457mm (18") Typical Typico Typical• Typical -1--~----~--,1'f--~-~--~---;r-- RCV ond rectangular valve boll for control valves. Refer lo Standard Drawing 1-14. Use Sch 80 nipples· for manifold connection to control valves. 1. All PVC Pipe used in manifold assemblies shall of the some class as specified for lhe mainline, unless otherwise specified. 2. All vOIVe boxes sh.oil be heol branded wi\h the appropriate identification. Reier to plans and specifications. Revisi9n By Approved Dote ORIGINAL Kan:;hevol 12 75 Md Metric T. S!oo!oo OJ/OJ UPDATE 1.t Coro o•/05 SAN DIEGO REGIONAL STANDARD DRAWING REMOTE CONTROL VALVE MANIFOLD ASSEMBLY WITH P.V.C. PIPE RECOMI.IENDEQ ijf _!rlE SAN Dl(CO REGIONAL l.i.t!OAAOS COM!llr[E( /fl-04/2f/20()S 19216 Delo 1-32 ~~ CITY OF ~ CARLSBAD Transportation Department I I Conduit Wir~ Run Pull Box 6mm .(rr·. 457mm (\8')+ PLAN VIEW Lockable lop Sile 2'rlmm (9 Unmortored Brick foundation loop control wires into pull box. All splices ore lo be mode !n pu!I boxes or remo\e control valve bolles. Bedding Mo\eriol 51\m (2·1--------'-"""2.C:..~-----"'~--- ELEVATION NOTES I. Install pull boxes as shown on plans. 2. At junctions where runs combine, spllce common ground in pull box. 3. P\Jll box cover shall Qe permonenlly marked "ELECTR!C". 4. Cond1Jctors for each controller clock shall be harnessed separately and at sufficient inl!!rvols lo maintain o definite bundle. 5. All splices shall be 01,ode with o properly sel mechanical splice connector entirely enclosed in self-curing resin ond shall be completely waler-proof, 6. AU spore wire ends shall be insulated i_n the some manner os wire splices. 7, If specified, oil spliGes shalt be sol(,lere(j with metallic alloy solder prior to 8. installing connectors, Con\rol Wire Run Wire bun<lles inside pull boxes sh,;ill be al leosl 102mm (4") from the under side of the box cover. Minimum size pull box shall Qe as shown above. Larger boxes rnoy be nece:,sory to meet 102mm (4") clearance required. Revision B· Approved Dote SAN DIEGO REGIONAL STANDARD DRAWING RECOM!IENOEO 8Y TH( SAN DIUlO REC.OHM. SfANOAAOS COMMlfl(( A-Kercheval 12 75 T. S!Qoloo OJ/OJ Revision By Approved Dale ORIGINAL Por~io~on 5 92 Md Malrk l.Slonton J 0 Updot~d M.Coro 4 O ELECTRICAL PULL BOX FOR DIRECT BURIAL CONTROL WIRES AND SPLICE DETAILS SAN Dlf;GO REGIONAL STANDARD DRAWING REMOTE CONTROL VALVE MANIFOLD ASSEMBLY WITH BRASS PIPE 3/01/2003 DRA'MNG NUMBER 1-15 RECOI.II.IENDEO ij'!' !HE SAN OIEOO RECIONJ.L SAN Al<OS CO!l!IITTEE Cha~p,r,on R.C.~. 19246 Datt DRA'MNG NUMBER 1-33 -(!) ,. finished Grade .. ' . . 1/, :S:/i; ~' ., Imported topsoil or :--;1 amended native -~oil free of rock and · debris. J'' w!de plastic \ape, see Nole "~~l'· · ,.,. ' wide blue metallic trench marker lope over_ mainline (purple for recycled wuter). i;...,..c+--Bedding material per .-, <I 1-26 . )f''-~',-j---Water Mainline See Slaridard Drawing 1-25 or 1-26 far Irrigation trench deloil5. Direcl Burial Control Wire, bLJndled wt\h a plastic lop<= every \en ·-le<=\. Wire, may be toped \o underside of moinline. NORMAL LOCATIONS OF CONTROL WIRES lmpor\.,d lopsoil .. ---amend<=<.1 native soil free at rock and debris·. Trench Marker ,-~--t--8edding muledol per 4 ~ 1-26. P.V.C Conduit Direct Buriol Control Wires ALTERNATE LOCATION OF CONTROL WIRES NOTES COMMUNICATION CABLE 1, Bedding material shall be sand as approved by the agency and trench shall be 2. free of rocks. Place o 76mm (JH) wide red continuous plostic \ope trench marker, 229mm (9") to 305mm ( 12") below finish grade, directly above \he direct burial control wires. Re~ision B Appro~ed Dole SAN DIEGO REGIONAL STANDARD DRAWING e, ' r h v I 1 7 Add .\lot,.: r. Stanton Ol/0.l 02/24/20()$ UPDAIE ' '"" o,;oo CONTROL WIRE / CABLE INSTALLATION noi,puson R,C.(. 19246 Dolt Finished grade l 52 mm (6") Round valve Qo~ w/ lacking lid Nr / vacuum relief valve per legend l3 mm Qfl PVC coupling (TxT) I 3 mm Qr} Sch. 80 riser (length as required) Standard brick supports (three) _/ 19 mm (¾") pea grovel 102 mm { 4 ') min. depth DRAVr1NG NUMBER 1-16 Flush in lawn or mulch deplh 76 mm (J') min. clear 76 mm (3') min. clear Lolerol PVC piping per legend _I ~------PYC Sch. ~O SxSxf tee Finished grade '152 mm (6") Round-valve OOx w/ locking lid -Air /. ~ocuum relief valve per legend Barbed SxSxT tee Standard brick supports (three) 19 mm (¾") pea grovel sump 102 mm (4') min. depth NOTES: PLUMBED TO PVC 7 t ---~~: 0 : ~;:~:~~i PLUMBEO TO DRIPPER LINE 1. Install air/vacuum relief valve at hight poinl(s) in volve circuit. 2. Heat-brand valve box tid 'Aft or as per ogency requirement. J. Valve shall be ~entered in box. Revision B Approved Dote SAN DIEGO REGIONAL STANDARD DRAWING ORIGINAL M. Coro t 06 AIR/VACUUM RELIEF VALVE flush in lawn or mulch depth 76 mm (J") min. clear 25 mm (l ') clear between top of pipe and valve box knock outs · (both sides). 25 mm ( \ ') min. clear Oripper Line 0/(f!6/'ZOM 19246 Oato 1-36 PLANNING ■ DESIGN ■ O □NSTRUDTION Ii! ~ l'lti 5050 AVENIDA ENCINAS, SUrTE 260 CARLSBAD, CALIFORNIA 92006-4386 760.476.9193 • FAX 760.476.9198 • www.RBF.com ruRE JU E 0 2015 * REN,WAL l'\TE ~ 09/13/13 ~ [),',TE Q<:¢-"',, OF Cf>-\. I' CONSULTING 20Jmm(8") l I • •' • • • Top-Entry Note: All pods lo slope away from controller, Lobel enclosure door with controller designolion 1,1sing 51mm (2") block vinyl ' lelters/numbers, ' Provide loin sensor as required by agency in on approved !aeolian. PLAN VIEW (For Concrete Pads) Power Switch and GFI receptacle as pre-o~sembled on backboard. Provide base Conduit from power-----...._ source, per loco[ codes. Concrete .anchors per •=2\ assembly template. silicone sealant around . of controller enclo~ure. ,' e ~ 152mm(6") min. Thick Concrete base NOTES: I. All controller ussemblies und options $hall be completely p<e-ossemblcd in a slainlen steel enclosure. 2. Pre-05sembly shall include 25mm(1') rubber <Jrommets when, controller is ottoched lo backboard, J. Con\rol wir~ condLJit shall be twice the diameter of the wire bLJndle, 51mm(2") minlmLJm. ~-Provide ~cpcaolc circuit breuker for controller(s) ol elcclrical control penal und lobe~ FRONT VIEW Controller &: Stainless Steel Enclosure assembly, as approved by Agency . Control. Wlt.e T erminol Strip as . pre~ossembled on backboard. Conduil~-PVC sch-40. ( 1) for contra( wires. See note '3 below, (1) 25mm(1") for master vol~e wire. (1) 25mm(!") for flow sensing coble. (2) 25mm(1') Spore. Grounding rod per rnonufoclurer's specifications. Compacted base, os required. Conduil sweeps lo trench depth. Refer lo trench detail. Pull boll installed within 1,5m (5') of controller enclosure, os required by agency. Revision By A roved Dole ORlGINAL Kcn;he~ol 12 7 SAN DIEGO REGIONAL ST A_NDARD DRAWING RECOM!IENOEO 8Y TH( SNl OIECO RECIONAI., l.i.t!OAAOS COI.IM(ll(( MO Metric L Stu .. ton 03/0J UPDAIE 1.1. Cora os/o• Finished Grode 152 mm (6} 10und vol~e box w/ lockin9 lid Line flushing valve per legend 25 mm ( 1 ") min. clear below Standard brick supports (three) 19 mm (¾') pea grovel sump. O.oJ cubic meters ( 1 cubic fool) finished Grade \52 mm (6") round valve box w/ lockirg lid Line flushing valve per legend 25 mm ( 1 ') min. clear below Standard brick supports (three) 19 mm (¾') pea grove! sump. O.OJ cubic melers ( l cubic foot) NOTES: AUTOMATIC CONTROLLER PEDESTAL MOUNTED ORA'MNG NUMBER 19246 Oalo 1-17 ' _L Flush in lo·«n or mulch depth Sch. 40 PVC male odapler wilh reducer _. -]:~~--25 mm (l') clear PLUMBEO TO PVC bet-«een top af pipe and volve box knock outs ~----PVC lo\erol (01 exhaust header) _L,-----Flush in lawn or mulch depth PLUMBEO TO ORIPPER LINE 25 mm-•{1") clear belween lop of pipe and 1u!ve box· knock outs □ripper line 1: Install fllrsh volve(s) al furthmt poinl(s) in :,yslem from lhe control volve and al low points as needed per plans. 2. Heal brand valve bC/X lids •rv• or os per oqency requirement. 3. Valve shall be centered in box. Revision B A roved Dale ORIGINAL M, Coro 1/06 DATE INITIAL I SAN DIEGO REGIONAL STANDARD DRAWING DRIP IRRIGATION FLUSH VALVE !AUTOMATIC! 1/5-U!LT RECOMMENDED 8Y IHE SAN OIE~O RECIONJ.L IMOJ.ROS COMl.llllEE Ol/e6/f!()l)6 hoTrpersan R.C.E. 19215 Oalt ORAl'llNG NUMBER 1-37 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL E E Finished Grode Imported Topsoil or amended Native Soi! free of rock und debris, os approved by agency. Red pl~stic lrench marker \ope far control '!lire pe< Drowing I-16. mm (3") wide blue etollic trench morkor pe over mqinllne. I ... Sond, o, opproved by 09ency. Control wires, per Droll((!lg 1-16, (Non-pressure pipe only, see Note 6 for pressure pipe) NOTES 1. Socklill material shall be compoded to o relative compaction of 907. or more, , 2, All P.V,C. pipe shall toy free in the trench with no induced strain and with sufficli;int allowance for ellponsion and contraction as recommended by the monufoctun-11, :S. Teflon lope, 19mm (3/4") wide shall be used on all threaded connections. 4. The letter W shall be slomped or chiseled on lhe improvement (curb-sidewalk) directly above the pressure ptpeline. 5. All plastic pipe under pavement shall be inslolled in o Sch. 40 P.V.C. sleeve twice the diameter of the pipe. 6. Minim1Jm horizontal clearance between pressure pipes shall be 152mm (6") Revision B Approved Dole SAN DIEGO REGIONAL STANDARD DRAWING RECOMI.IENOEO 8'!' IH( SAN Ol(CO REGIONAL TNIOAAOS COMM!TIEE Parkinson 02 95 Add ld~\ric UPDATE M. Caro 06/04 IRRIGATION TRENCH P.V.C. AND/OR COPPER PIPE 176mm 13"1 ANO SMALLER! hairp•non R.C.E. l~H5 ao\t DRAVr1NG NUMBER 1-25 Sch, 60 nipple {threaded). lyp. 76 mm (3') min. clear (see note 18 below) Control wires 610 mm (24') lead length (coiled) ~----~~ · filter as opp1oved by agency Rernole conl1ol valve as approved by agency finished grade '11oinline os approved by agency 25 mm (1") clear _I_ belween top of !,--i}_.7 pipe and valve box I knock outs (both sides) Mule adapter 19 mm Pea grovel 102 mm (.f) min. depth Standard brick supports (4 each side) ELEVATION Preset pressure r~gulalor per legend Si;h. 80 union (threaded), typ. Elush in lawn gr mulch depth ~ale· Odopter PVC or Po!y loJerol line Jumbo vu!ve box OS 11pproved by agency 25 inm (1") min. cleo( (see note / 1 \ belo;11) NOTES: :L . 1. Splicing shall be mode in valve boxes and pull box_es only. See Standard Drawing 1-15 for splice/soldering ii.Otes. 2. All splices shall be mode with o properly sel mechonico! splice connector entirely enclosed in sell-curing re~n qnd shall be completely waler-proof, J. Spore wires terminating in valve bo,tes shall hove lheir ends insulated, th~ s_ome os for-a splice. 4. When l·110 or more vol'les ore installed in lhe some locolion, see Standard Orowing 1-32 or 1-33, per age-ncY standards. 5. Valve/controller identification shall be labeled on the v<1lve box and logged on lhe valve per agency requirerricn\s. 6. Knock outs shall nol be enlarged unless approved by agency. 7. lnsloll only one valve assembly per box. 8. 76 mm (J') min. clear from bottom of box lid to highest poinl of valve assembly. 9. Volve boxes shall be set perpendicular lo hordscope, a max. J05 mm (12") from edge of hordscope, 5\-76 mm (2-J') obo·1e finished grode in shrub/groundcover oreos, per mulch depth. If necessary lo be sel in lurf, valve boxes shall be sel flush with finished grade. 10. Clos_e nipples shall nol be used. 11. filter shall be installed to allow for maintenance access. Re~ision B Approved Dole SAN DIEGO REGIONAL $TANDARD DRAWING RECOl.l!IENOCO IIY IHr SJ.ti 01(00 RECIONAL. IANOAROS COM!.1111(( ORIGINAL M. Coro 1/06 DATE INITIAL CITY APPROVAL Q//26/2~6 REMOTE CONTROL VALVE DRIP IRRIGATION hoirporsan R.C.E. \92◄6 Oa!o ORAONG 1-35 NUMBER "AS BUILT" P.E, ___ _ EXP. DATE REVIEWED BY: IN ''l~ 8-k DATE ~ ~ CITY OF CARLSBAD ~ LAU ENGINEERING DEPARTMENT COASTAL RAIL TRAIL -REACH 1 IRRIGATION DETAILS DWN BY: PROJECT NO. I CHKD BY: JF 4012 RVWD BY: JF . DRAWING NO. 476-1 112113 Vl ::r (1) (1) ,..,. N \.0 0 -N \.0 0 ~ G'l