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HomeMy WebLinkAboutDWG 476-9; CT 05-12; OCEAN STREET RESIDENCES; 01-06GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A 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 WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GlljpE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. 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. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. 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. 12. A PRECONSTRUCTION MEETING SHA! I BE HEID AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO 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 (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SC HE DULi NG. 13. 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 JN$PFCTJON JS 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. 14. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR 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 ANO REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING 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 ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTARI ]SHED RY THE CONSTRIJCTJON SAFETY ORDERS III! E 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WJI I CEASE IMMEDIATEI Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER 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.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL TIME WARNER CABLE COX COMMUNICATIONS CITY OF CARLSBAD(STREETS AND STORM DRAIN) CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) LEUCADIA WASTEWATER DISTRICT (SEWER) (800l422-4133 (800 660-7343 i800l892-0123 760 438-7741 760 806-9809 (760l434-2980 (760 438-2722 (760)753-0155 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 ANO APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. ND DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINARIES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET ARES AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, ANO DOCUMENTED PER THE PROFESSIONAL LANO SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION), VOLUME 1 -GENERAL DESIGN STANDARDS, CHAPTER 6 -DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. [760] 438-3891). 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 INDUSTRIAL 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 ANO 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 CONSTRUCTION, TELEPHONE ND. (760) 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (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 SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATE FORM OF PROTECT! ON. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS FOR THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHALL. 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 SERVICES. 14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A WORK TO BE DONE PUBLIC IMPROVEMENT PLANS FOR THE IMPROVEMENT 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 2. CITY OF CARLSBAD STANDARDS OCEAN STREET RESIDENCES 3. THIS SET OF PLANS 4. PLANNING COMMISSION RES. NO. 6394, 6395 & 6396 DATED MARCH 5, 2008. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. GEOTECHNICAL INVESTIGATION BY ADVANCED GEOTECHNICAL SOLUTIONS, INC. DATED MARCH 19, 2013. 7. GEOTECHNICAL INVESTIGATION BY GEOCON INC, DATED SEPTEMBER 3, 2004. 8. THE SAN DIEGO REGIONAL STANDARD DRAW1NGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. BENCH MARK CITY OF OCEANSIDE 9. ENVIRONMENTAL APPROVAL DOCUMENTS MITIGATED NEGATIVE DECLARATION (MND) FOR CT 05-12 / CP 05-11 / COP 05-28. PT#129 PER RECORD OF SURVEY #17271 (BM OC-155) ELEVATION: 20.04 DATUM: NGVD29 REFERENCE PLANS TENTATIVE TRACT MAP CT 05-12 MAP 1787, 2037, AND 11007 CITY OF CARLSBAD DRAW1NGS 159-9, 192-8A, 233-8, AND 240-1A PROJECT LOCATION PACIFIC OCEAN THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER 203-010-12 AND 203-010-15. ADDRESS: 2303 OCEAN STREET THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 2,005,000 E 6,223,000 ABBREVIATIONS AB AGGREGATE BASE PCC PORTLAND CEMENT CONCRETE AC ASPHALT CONCRETE PRC POINT OF REVERSE CURVE BC BEGIN CURVE PROP PROPOSED BO BLOWOFF VALVE PVC POLYVINYL CHLORIDE CMWD CARLSBAD MUNICIPAL RCE REGISTERED CIVIL ENGINEER WATER DISTRICT RCP REINFORCED CONCRETE PIPE co CLEANOUT R/W RIGHT OF WAY DCDV DOUBLE CHECK SERV SERVICE DETECTOR VAL VE SMH SEWER MANHOLE EC END CURVE SD STORM DRAIN EX EXISTING SDRSD SAN DIEGO REGIONAL FL FLOWLINE STANDAD DRAWINGS FS FINISH SURFACE STD STANDARD GV GATE VALVE TB THRUST BLOCK HP HIGH POINT TC TOP OF CURB IE INVERT ELEVATION TP TOP OF PIPE IRR IRRIGATION TYP TYPICAL LP LOW POINT WTR WATER M.A.R. MANUAL AIR RELEASE "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, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: RBF CONSULTING ADDRESS: 5050 AVENIDA ENCINAS SUITE 260 CITY, ST: CARLSBAD CA 92008 TELEPHONE: (760) 476-9193 RCE NO: __ ~C~60~2~8~3~--------- OWNER/DEVELOPER: ZEPHYR PARTNERS 5 11750 SORRENTO VALLEY ROAD, SAN DIEGO, CA 92121 CITY OF VISTA .... CITY OF 10. CONSISTENCY DETERMINATION APPROVAL LETTER, CD 12-09, DATED NOVEMBER 21, 2012. 11. STORMWATER POLLUTION PREVENTION PLAN PREPARED BY RBF CONSULTING, DATED APRIL 2013, WDID # 9 37C366504. (SWPPP# 13-10) 12. CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STORMWATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK; AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. 12. STORMWATER MANAGEMENT PLAN PREPARED BY RBF CONSULTING DATED APRIL, 2013 (SWMP# 13-01). LEGEND SAN MARCOS DESCRIPTION DWG.NO. QUANTITY SYMBOL VICINITY MAP NOT TO SCALE INDEX OF DRAWINGS SHEET NO 1 2 3 4-5 6 DESCR l PT! ON TITLE SHEET DETAILS PUBLIC IMPROVEMENT PLAN PUBLIC WATER PLANS PUBLIC STORM DRAIN PLAN SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL SURVEY METHODS FROM INFORMATION GATHERED ON AUGUST 16, 2D12 BY VERTICAL MAPPING RESOURCES, INC. TOPOGRAPHY SHOWN IS TO NATIONAL MAP ACCURACY STANDARDS. BASIS OF BEARINGS THE BEARINGS AND COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM, CCS83, ZONE 6, EPOCH 1999.92, BASED LOCALLY ON CITY OF CARLSBAD STATIONS 129 AND 130 PER RECORD OF SURVEY NO. 17271. PT NO. 129 130 NORTHING 2,055,602.486 2,003,725.464 EASTING 6,223,329.204 6,224,844.422 RIGHT OF WAY LINE SUBDIVISION/LOT BOUNDARY EXISTING WATER LINE EXISTING SEWER LINE EXISTING STORM DRAIN LINE MASONRY RETAINING WALL ('i'~R 0\.vG, 4--u;-5A) EXISTING CONTOUR PROPOSED CONTOUR 4" AC / 6" AB AC GRIND & OVERLAY 6" CURB & GUTTER 4" PCC S IDEWALK MODIFIED DRIVEWAY SAWCUT & TRENCH 10" PVC WATER MAIN 8" PVC WATER MAIN FIRE SERVICE 4" OCDV DETAIL 1,SHEET 2 SDRSO G-2 SDRSD G-7 SDRSD G-14A CMWO W2, CARLSBAD GS-27,GS-28 2" OOMESTI C WATER SERVI CE 2" BACKFLOW PREVENTER CMWO W22 CMWD W4 CMWD W20 CMWD W4 2" IRRIGATION SERVICE FIRE HYDRANT ASSEMBLY 2" MANUAL A IR RELEASE 2" BLOWOFF VALVE 10" GATE VALVE 8" GATE VALVE THRUST BLOCK 24" RCP SO TYPE 'B' CURB INLET TYPE A4 SD CLEANOUT WINGWALL ONE-TON RIP RAP ENERGY D!SSIPATOR CMWD W12 CMWD W6 CMWD W6 CMWD W13,W16 CMWD W13,W16 CMWD W15 SDRSO 0-2* SDRSD 0-9 SDRSD 0-34 SDRSD 0-40* * AS MODIFIED BY CITY OF CARLSBAD STANDARD 664 SF 6,497 SF 499 LF 2,757 SF 430 SF 1,091 LF 441 LF 552 LF 2 EA \ ' 2 EA " 2 EA 3 EA 1 EA 3 EA 3 EA 3 EA 3 EA 1 EA 9 EA 183 LF 1 EA 1 EA 1 EA 1 EA ------~/w- ------Ii'.-- __.--(60)- ~--60---.__ .....i p ;; .// /~/ " /I I s . . . I . s . ' .. ,, " " l>f@--® ~ f-----o-® --c:::J---- f---o-@ ~ --II -- 34 ['J co " CL w z w s: 0 (') ,--------------------,--------------------1:.S: CITY OF CARLSBAD FIRE DEP ARTMEN1 ·As BUIL r ~ ~ I -,-- REQUIREMENTS ....,-~ -U:,;,i//./ s/2./ I 6 'f ,ro. <n a.(~"'"" ,., ;· °"'°' L O ; ,.,., ,;,, ·, h• /" ;m 1 Bl/JG· SP:K• YES~'NO ... F.FLOW :=.~~ 1-------------------llf;.:l k___, a-,~"""~ REVIEWE_B BY: ~ iliRE M~RSffL 7 I DATE d#t..;JarHe R>e JA'I .i~:-__ ..... i.!_:"lZ3:.::__>__l1--=--'&_ ! 1---.,-----,---------------'-----.,---.,-----,-----,--~------'-l.:..N:.=S.:..P::.EC::.T:..:O::.R:........ _________ --=D.:..A:.:.TE::,__-I > ~ I SH1EET I SUITE 130 !---------+---------l-----------------+---+---------ll----------l---1 -------CITY OF CARLSBAD] I SHEETS I ~ ENGINEERING DEPARTMENT __ 6 ;: _, IMPROVEMENT PLANS FOR: HIGH-DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE~-------------- CONTACT: JIM McMENAMIN PHONE: (858) 558-3650 OCEAN STREET RESIDENCES / 0 0 <C u / r--. 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, 15. FIRE SPRINKLERS ARE REQUIRED FOR ALL PROPOSED BUILDINGS. Underground Service Alert fORf; y, -., Cd TOLL FREE ~~ TWO WORKING DAYS BEFORE YOU DIG CONSULTING A l!llllllcompany 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 f---=0AccTE=-+-1NcclTiccA-,--L +------------------+----+--+--+-----! 760.476.9193 • FAX 760.476.9198 • www.RBF.com <--EN-G-INE_E_Rio_F_WO_R_K__, REVISION DESCRIPTION a:~ -A~PP-:-~:-:-~-+--oc_~~-A~P-P:-:-::-~-- TITLE SHEET APPROVED: GLEN K. VAN PESKI ENG~G ~7:.i:p?f,~ EXPIRES 3/:l1/15B,/2:4-/~;TE QWI" 8Y: Cl IKQ LiY: i..JJ;---··· RVWD DY: PROJECT NO. CT 05-12 DRAWING NO. 476-9 "l ~J 0 0 en C, / <r: f- " 0 Q_ / ,_ 'i ' ' 0 ...:. :E 0 G) -+, +::ii, en~ I CD -...J I-::, u PROPOSED FULL DEPTH SECTION, 4" AC OVER 6" CLASS I I AB GRIND ALL AC COLD JOINTS FOR MINIMUM 1.5" AC OVERLAY "' <( (/) (SEE STREET NOTE 1 ON SHEET 1) :( EXISTING AC---;-v----,•-/---,7 EXISTING BASE TRAFFIC INDEX= 5.0 AC PAVEMENT JOINTfT\ NTS V R/W 8' 7 EXISTING CURB_/_}-_--- 40' 20' 12' 20' 16' AC GRIND '& OVERLAY 2% MIN TYPICAL SECTION -OCEAN STREET NTS -w z ...J H H ...J <( I-I-w ::, 0 u "' w <( w (/) (/) 8'± EX. R/W 5.5' 8' PROP. R/W I I cl, '.J \ \ ;.;;:_::. ~-~ FS ~~-~~fC~S-----------=-----\~ _____ l _____ d!-" · ',, ~ ~I --:------,-~---- _ _,,3,.e.9.,_,. ~4'--'Fc...,S"--4~~-__ t ~.,~"/ ---L__ ,' , ,.: 12 252:··------- ..... 1' --.:___,_; 0 . ~--=---40 . 00 TC -------.:,, -- 39.75 TC 39.25 FL MATCH EX. ! PROPOSED 8' DEDICATION TO THE CITY OF CARLSBAD 40.41 TC 40.33 FL SEAT WALL PER I LANDSCAPE PLANS \ , (PVT) I -EX R/W " \....--'l---., / ~ \. " --.// -1 _ 3J,S"o.F_S, .. L Q_ 0 n ,n (') ~------------------"' 0 •ASBUILr ~,,,/1~ P.E. 6o?.83 EXP. b/30//6 s/z/ It DATE ~ 0 I N 0 I 1·,, cn 0) / f--------------------~ REVIEWED B!..u §; ~ttz,,~J:t~~~•~Wt;;~~f'll~t<~J1.~~ J~~~°""'N~~-__JJ,8'/zi/ti ~ INSPECTOR DATE 7 r::-:;-::-;-;;-r-:=:-,-t,,;:-;--::-----;::-:::-;-:;:-----------,-,--,--,----,--===:-'.::====------=~~===-==--===-===-=--=--===---.=:-:::::===:1 :j ,,,., 6 _TT I SH2EET I CITY OF CARLSBAD I SHEETS I ?,- ENGINEERING DEPARTMENT _6 ~ -----j ...J OVEMENT PLANS FOR: I ;; ------+-----+-----t--------J OCEAN STREET RESIDENCES 5 --------+--------,!---t----------i----, DETAILS / ,._ ____ _,___ --+-----t-----t en APP~o/J:: --GLEN K. VAN PESKI g ~ X ?la,., llui..· e/i4/1~ ~ ENGINEERING MANAGER PE 41204 EXPIRES 3/31/15 ' DATE -;; 5050 AVENIDA ENCINAS, SUITE 260 >- DATE INITIAL DATE INITIAL DATE INITIAL , r_, o CARLSBAD, CALIFORNIA92008-4386 f----=-cc=-t-cc=cc--+-----------------t---,:--=-+-,-----+----,-::::-+--=---+ ~DW~I BY: l PROJECT NO. DRAWING NO. <( 760.476,9193 • FAX760.476.9198 • www.RBF.com REVISION DESCRIPTION --~-----,..-CIIKD BY:__,,._ -CT 05-12 476-9 Q. ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWn BY: __ __ / ---------------------------------.l...----------~~;;;,;;;.i_ ______ ....i.;:,;;:;,,:;~J,..;,;.;,;.;;;;,;;;:..i.:..,;~~=----~iiiiiiiiiiiiiii~iiiiiiiiiiiiiii.:.l:r: CONSULTING A !!Bl company I I i 'I I I' I I! 0 ~ i I\) ·I G) ,I 0 ' I -ti .&:::a,. i en ....... 0') I CD i '! 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CD 4" PCC S 1DlW1\LK PER SrJRSD G 7. CD Ac PAVrMCNT PER DETML 1 oN SHEET 2 © GRIND & UVEr,Ll',Y EX. AC 1-1\\/EMENT. ® DRIVEWAY PER CITY m· CAI!! SBAD STD DWG GS-12 (MODIFIED) A~ID SDRSD G H 1\ (MODIFIED) . SEE DET A I I 7 Gr·I SHEET 2 . ® DR 11/EWAY PEk CI IY OF CARLSBAfl STD OWG GS-12 (MODIHED) AND SDRSD G-14A (Mllfl[FIED). SEE DETAIL j ON SHc.c.T 2. I CURB DATA TABLE © BEARING/DELTA RADIUS LENGTH NOTE 1 16" 14 '00" 190.50' 53.97' 6" CURB 8c GUTTER* 2 12°18'00"' 200.00' 42.94' 6" CURB 8c GUTTER SCALE: I "=20' 3 16°07'49" 591.95' 166.65' 6" CURB 8c GUTTER 4 N73"52'07"E --25.85' 6" CURB 8c GUTTER 5 37'08' 25" 187.88' 121.79' 6" CURB 8c GUTTER 6 81 •09 • 30" 61. 93' 87.72' 6" CURB 8c GUTTER* * INCLUDES PROPOSED DRIVEWAYS (RAMPS 8c 1" CURB) CONSULTING A :mllllllcompany •AS BU/Lr ~14,,ujg P.E. 602 S::r EXP. G/-:i,o/ It REVIEWED BY: DATE .1&:k/AC. fbreJAYJ~ g/z•At INSPECTOR DATE A5-1Wll T >-----+---+------·-·-· -+----+------+----+---I~ [-CITY-OF CARLSBAD L_J_j __ ... ENGINEERING DEPARTMENT --------t--- 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 920084386 l--c0-c-A TE=-+-1ccNlc=TiccAL-+------------------t---+-1N-ITI_A_L--+-0-A-TE-+-IN_lll_A_L-l 760.476.9193 • FAX 760.476.9198 • www.RBF.com ENGINEER OF WORK REVISION DESCRIPTION o:: APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: OCEAN STREET RESIDENCES CURB PLAN & PROFILE A%:)! v~ -;J.-14; GLEN K_-VAN ;;~Kl ENGINEERING MANAGER PE 41204 EXPIRES 3/31/1ri~ DATE rJWN BY: CHKD BY: .;J,t-: RVWD GY: PROJECT NO. CT 05-12 DRAWING NO. 476-9 F 0 ,-, C') ,o C') .,___ r·----ill Oc: i, I 2: C.I ~= Cl ('.) -s. c, c:i 0. I er, C; I C "' CYI ✓- C.I ::.> 0 oc· Cl 2 -_/ > _, L:1 ,/ Ci z <( _) ,/ c, n <r: u ./ ,-co Cl) D 0 Li.! co ,/ "' I <( n CL ,/ I I . i I 1 iii l : I : I i ' : ! : j I I I ' '' ! ! i i I I I I ' ' ' ' 20 _, ix WATER DATA TABLE ffil BEARING/DELTA RADIUS LENGTH NOTE 1 N03°59'20"E --21.26' 8" PVC DR-18 C-900 2 N 29°45'40" W --136.83' 8" PVC DR-18 C-900 3 N 31°53'16" W --117.14' 8" PVC DR-18 C-900 4 N 28°29'20" E --38.32' 8" PVC DR-18 C-900 5 N 86°44'20" E --238.44' 8" PVC DR-18 C-900 * INSTALL TRACER WIRE PER ClTY STANDARDS ON ALL PVC PIPES, EXCLUD[NG FIRE HYDRANTS AND FIRE SERVICES) - I F'OII TRACER 'Ill RE NOTES I SE:f $HEE'T S 0 12-~oo I I CONSTRUCTION NOTES . -0 F ! RE HYDRANT A'.i'.XMBL Y PER CMWlJ W 12. ® GATF VALVE Plr'. CI.IWU WU & W16. ® Tl IRUST GLOCK PER CMWD W 1 c>. ® 2" BLOWOFF VAL VE PfR CMW!J W6 . @ 2" M;\NUAL 1\ IR RELEASE PER OAWD WG . @ 2" DOMESTIC WATER SERVICE '111TH 2" METl:I, AND 7" IJACKF.LOW PER CMWD W4 A~ID W?O. MAX GPM~ 125. @ 6" LATERAL OFF OF MA I ~I Pl Pl, WI TH 6" GA TE I/ Al .VF. l tlSTALL 4" REDUCER AFTlk V,~L 1/E. 4" FIRE SERVI CE W !Tl I 4" DOUBLE ll[T[CTOR CHECK VALVE F'ER CMWD W22. . . CONSULTING A :mlllllcompany 5050 AVENIDA ENCINAS, SUITE 260 -\ - ~ 0 I I_ 20 10 0 20 40 60 l'-----.J~--I __ I----11 SCJ\L[: 1 "~20' n - ------------ ,- C 0. /\ "' -t ._"_) U) ' •) .' -, ,_ -, uo Cc y u z co ~ L:l (0 --:C= --------------------[) •ASBUILr -r~-f'Miat P.E. 6oz83 EXP . .,/30/lt s/z/ / {, DATE 0 I ,t 0 I r- u) O'.J ,' .__ _________________ _.,,, > 0 (Y o_ 2 -;.- r====i==~c-=--=--=--=--=------------==========r===r==.::::ic-,-lcl ====:l~1=~=:;::;==;=R=o=F====c=A=R=1=s=s==A=D~1:'..'..:;=E-ET-s 11 ~ ENGINEERING DEPARTMENT _ 6 ~ COVEMENT PLANS FOR: --~; OCEAN STREET RESIDENCES ~/ --+---+----1 PUBLIC WATER PLANS ;:~ . , ---+---+---< ---------. -S-; i APPROVED: ~ / GLEN K. VAN PESKI d/t,:n )! !/th? -&/:_ 13/,4/2 3 ENGINEERING MANAGER PE 41204 EXPIRES 3/31/15 1 'DATE . --------- OJ CJ CJ ill LC) ,, CARLSBAD, CALIFORNIA 9,2008-4386 l--oo7'A TE;;c-h1N"'ITI;;-;As-L+-----------------+---+---l----l-----l 760.476.9193 • FAX 760.476.9198 • www.RBF.com REVISION DESCRIPTION _DAlE_~INI_TIA_L-+-_D_AlE_~I_NIT_IAL OWN B!: . CHKO BY:....:1~1A.~- --. PROJECT NO. <( ,- DRAWING NO. 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"'), [4J ~ --vV 6" ss :l3.35T."-,_ -1----+--+----1---1---+----l---1---1-----l----11---+----l---1----+----1----f---+----l----l---f---t--~-+--t--+--+---l---1----+-___.:f--+--l---f--+---+--l--+--t--0"--+--·l---l----J.-- -:1· ---+----+---i--20•1-00--1---11--+----1-----+---+---+--2-1 st,00--+--+---+---:l--+--t---ll--22-'►00--+---+---+----:l--+---+---+--23·~00--+---+---+--ilf-----+----+---+-24· ~oo 1-1----1----t----l--f----+- PUBL IC WATER MAIN 'B'-PROFILE SCALE: HOR I Z: 1 "=20' VERT: 1 "=4' ?O TRACER WIRE NOTES: F CONSTRUCTION NOTES (j) f IRl HYUR/\l~T ASSEMBLY PER O,iWD W 12. ® c;1\ IL VALVE PER CMWD W 13 & W 16. ® Tl IRUST BLOCK PER CMWD W 15. ® '.!" 8LOWOFF \/ AL VE PER CMWD WG. ® 2" MANUAL A IR r,,1 FASl PlR CMWD W6. @ ',AWCUT & TRENCH PER CMW[J W? AND CSO GS-27 & 28. r INAL LIFT OF AC TO BE 2" OVLl,LAY . @ 6" FIRE SERVICE WITII ,:" DOUBLE: DETECTOR CIILCK V/1LVE PEF< CMWD '1122. @ 2" IRR l GA Tl ON SER\/ I CE WI Tl I 1 1 /?" METER AND 2" BACKITOW PFR GAWD W4 AND W20. SEE I ANIJSCAr[ PLANS. @ 2" DOM[STI C WATER SER\/ I CE WI Tl I I . 5" ME I lR A,~D 2" BACKFLOW PER GAWll W4 AND W20. MAX GPM I I 'i. €!) 1." Alt\ VAc.Vl1M ASSE,'!!IL'I' P!fR G.MWD W't. @ Ex. WATe'R. ,e;RVKf '"' BE' RE't.ocArE'D f>e-R. <.MW D. 1'€'Mro~ARY svA-r-ER L /A/€ -ro 136 PRov1/lf'l) Dvl?rN'- c o>NST~vcT1oiV. E Q_ co tj- ,.n [l'. w z w (') 3' r--------------------0 . -:[i~--µ,1,v,11 P.E. Got.83 EXP. 6/30//6 s!z I It, DATE = .> 0 I L0 0 I 1·~- c) co / w 1---------------------> REVIEWED BY: o SCALE: I "=20' ~~ ~itJltYJOC~ r/a/tr ~ WATER DATA TABLE 1. PRIOR To BACKFILL., INSTALL TRACER WIRE ON TOP OF PIPE ANO SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE lAPE AT MAXIMVM 10-FOOT INTERVALS. WIRE TO ENTER VAL\/E STANDS EIY MtANS OF DRILLED KOLE !M PIPE STAMD WALL JVST BEL.OW 4TT6oX. WIRe IS NOT TO INTERFE~I: WITH VAf..VENUT oP(RAllON. RVI~ 1RACER WIRE CONTINVOVSLY Al..01'1G PIPE AND TERMINATE IN ADJACENT VALVE BOXES FOR BURIED ASl,l:;MBL!ES OR BURIED V~LVES. WHcRE 8VR1ED SPLICcS OCCUR, VSE AN ELcCTRICAL SPLICING KIT CONSISTING Of A SPLIT SOLT CONNcCTOR, MOW,1 ANO A TWO PART ENCAPSULATING E:PotY RESll,J SUCH P.s ';lCOTCHCAST, OR APPRQVfl) E'QVAL, PROVIDE 24 JMCHE'S Of COILED WIRE' AT ACCESS POINTS FOR ATTACHMcNT Of Pt?£ LOCATING EQVIPMENT. EACH INSTALLED RUN OF PIP€ SW.LL 6E CAPABLe oF li!EING LOCATtD vs1NG 1HE TRACER WIR!i, PROTECT WIRE INS\/LATION fROII( DIIMME DV!'IIN~ INSTALLATION AND 6/\C~FILLING 'IIIRE !NSULAT!ON WAT IS BROKEN, cvr, OR PMfli&eD Sf/I'll!.. So ~-EPL,',Ce:D. INSPECTOR DATE 7 ,-:-;-,---,rl',.-----------------,---,---,,---,---,---~,-~-=-=-=-=-.;;~--=---~-= -~-_;;----------t ~ S' ~Jlt 1--r~·T----i='= AS-· BVlt.T ~ I CITY OF CARLSBAD I IS-HEETS / fjg BEARING/DELTA RADIUS LENGTH NOTE 1 N 85°53'54" w --67.22' 10" PVC DR-1'1 C900 2 N 82°51 '06" E --105.84' 10" PVC DR-14 C900 3 N 74'52'24" E --123.70' 10" PVC DR-14 C900 4 N 51'06'06" E --111.55' 1 o" PVC DR-1<1 C900 5 N 62"21 '06" E --32.59' 10" PVC DR-1 :4 C900 * INSTALL TRACER WIRE PER CITY STANDARDS ON ALL PVC PIPES, EXCLUDING FIRE HYDRANTS AND FIRE SERVICES) 2. TRACER \I/IRE: SHALL BE A'IIG No. €i STRANDED COPi'Ef( 'IIIRE WITH HIGH MOLtCULI\R WEIGHT POLYETHYLENE (HMW/PE:) \NSVLATION SPtCIFIC~LLY DESIGNED FOR D1RtCT BVRIAcl. IN CORRQS\Vt, SOtL OR WI\TER. POLYE1\WL£NE IN$\J\..I.T!ON SHALL CONFORM TO ASTN1 D 1248, T'/Pf 1, CLASS C. WIRES 'N\T!-1 cur OR DAMI\GeD INSULATION ARE: NO, ACt\SP'f'PBU, /1ND RETLAl'.ENlfNT OF THE ENTIRE 'Ill Re W~ICH H~S 131,er,j DNIIIIG£'D WI U. 61:' RtQV! RfD Ar TJ.ll, CON1RACTOR 'S E)(Pl:J.JSE. ---------+---+---t----l~--1 L___2_J. ENGINEERING DEPARTMENT L 6 §! l---+----1'------------------t---+----t-------J --------'5 IMPROVEMENT PLANS FOR: OCEAN STREET RESIDENCES PUBLlC WATER PLANS / 0 0 <( u / " ml--+---------, I A:z: X ~~ GLEN K. v;;~: ~ I ~~ --+-----+---l---c--1-----J I ENGINEERING MANAGER PE 41204 EXPIRES 3/31/15 DATE ~ CONS U LT ING 5050 AVENIDA ENCINAS, SUITE 260 ~ ~ CARLSBAD, CALIFORNIA92008-4386 l---=o"'ATE=--+-c1N"'1TI=-A"'L-+------------------t-=-oA:-::TE::---t-lN-:::ITI::cA-:-L7""-:0-:-ATE=--t-1""N1=nA""L-; OWN BY: .,,. PROJECT NO. DRAWING NO. 0 A ~Company 760.476.9193 • FAX760.476.9198 • www.RBF.com REVISION DESCRIPTION CHKD BY: -v,,.,. 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V,oo 3.74 FPS l------+---l---+-----l---+-----+---+----c---+---+-----11----f-----l----+------t---l----l ----t---+---->---+-----+----<I Q,oo 8.95 Cij'S V,oo 8.74-F ,S I~ ' -----. --. 7 . 51' 1-----1---+----+-------1---+----+---+---,---+---+-----11-----1-----+---+---1---1---1 ---+---;l ___ ,2)--+---+-----1~--+---+----+---+----r---+----+---11----~---+--- e-1 --+---____ , 1 _ --+---+--f--1.oto.o___... _ _,__-+-_,_1 --+----+----+-~1_1-too~~,_-~-+-----+,-----+-___,-12t,oo.--+--+-----+---·~1 --+--+----<--l---+---- STORM DRAIN DATA TABLE PusL1c STORM DRAIN -PROFILE SCALE: HORIZ: 1"~20• VERT: 1 "~4' L .___/ CONSTRUCTION NOTES @ RlMOVE FX. CURB I NLLT. INST ALL TYPF 'B' CURB l NI.LT PtR S0RSD 0-2. MFrJI A FIL TFR J NSERT r'C:R BI OCLFAN CURB I NI .r:T BASKcT WITH 74 24-RN0 MrD I A FIL TC:R, OR APrr,ovED EWUAI @ W l l'iGWALL PER SDRSD D-34. @ ~!~~RAP E~ERGY D!~~!Pt~lR,PER~;'DR~D D-4O. MINIMUM ROCK oLL 1/4 rGN, W-o , I. 70 , T-/. 7 , FILltR BLAIJKET IHI CKNESS= 1 ' @ TYrC: A4 CLEANUUT PER SD!sSD D-9. @ !NSHLL 8EVEI_ED RCP PIPE WtrH DEFLlCI ION PER PLAN. (i_j) CONCRl:TE' ENCASE" 2,4" RtP STORM DRP.IN I\T RITAININ6 WALL C.ROSSIN6. MINlt,\VM 1/-Tllla. E'NC~ScME'NT E'KlENDINla 1! BEYOND 1/JI\LL FOOTIN&. Cc'. w z !, I ~ 0 (') 5 ~-------------------0 •AS BU/Lr ,,..-r:w, ,r' A,l///.,, P.E. b<>'l.~"!> EXP. C }Jo/lb DATE 0 U) I l() 0 I !", "1 [X) / ,...R_E_V-IE_W_~_D __ BY_: ____________ __,.~ &,./Ul'.,tl,,-,w.Jfr'#,i,(U)IA) -afzs(1g ~ @ BEARING/DELTA RADIUS LENGTH NOTE 1 N 34°26'54" E --4.00' 24" RCP SD (2000 D-L0AD) 2 N 29°26'54" E --4.00' 24" RCP SD (2000 D-L0AD) INSPECTOR DA TE 7 ~,-:-;;,.-;;:111,_;;:1,T1;::;T::--. 77"'~!\_-:-_,CJ_u.,,___~._p,,;_1''.J.=====-=========-=i:-_==--==t--==---+i=--==-_,-=i=--==-__,-::i1cm====:;-';=c~IT;;;Ey;;:;NG;::::IN=9;:::Er;;;,N=G=;~=t=pf;;;R::~-:~-:;NB;;;-_T~A=;;;=o=-J-:--:l-:S:-;H6;;;;E;;:;TS:;11 ~ 3 N 24°26'54" E -- 4 N 19°26'54" E -- 5 N 14°26'54" E -- 6 N 12°16'28" E -- 7 N 26°21 '40" w -- 4.00' 24" 4.00' 24" 45.62' 24" 49,04' 24" 72,51' 24" RCP SD (2000 D-LOAO) RCP SD (2000 D-LOAD) RCP SD (2000 D-L0AD) RCP SD (2000 D-L0AD) RCP SD (2000 D-L0AD) CONSULTING A !l:llllcompany 5050 AVENIDA ENCINAS, SUITE 260 ~ CPROVEMENT PLANS FOR: . 3 OCEAN STREET RES/0 .. ENCES e's _ __, PUBLIC STORM DRAIN PLAN ,/ c- Ll J AAOVED: ;I.~ ;M; GLEN K. ;/£~:SKI ~ ~MANAGER PE 41204 EXPIRES 3/31/15 DATE -:::- CARLSBAD, CALIFORNIA 920084386 t--:c-0Ac=TE~l-c-clNl""TIAccL----+-----------------l---l---+---+----l OWN BY. ,___D_ATE_~IN_ITI_A_L-+-_DATE INITIAL CHK0 RY:,.fi( PROJE:CT NO. DRAWING NO. 1 . <( 0 0. / 760.476.9193 • FAX 760.476.9198 • www.RBF.com ENGINEER OF WORK REVISION DESCRIPTION CT 05-12 476-9 OTHER APPROVAL CITY APPROVAL RVWD 8 Y: -----..... -------------------------------------~-----------...i---..i--------....J.;.;;;;;;;.;;;,;,;;;;;,;,;;;;,,,1,_;;;,;,;,,~;;;;,...i.;.~~==.,;;,;;;.___,iiiiiioii,.~~_,;,.,~ :r: