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HomeMy WebLinkAboutDWG 457-8; CT 07-05; LA COSTA GREENS NEIGHBORHOOD 1.3; 01-10I I . ' ! ! ' I, i ! '' r 11 !11 i' I I I " [.: . ' , I i i I I t ' f ' ! ' GENERAL NOTES 1. THIS PLAN SUP£RSED£S ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEM£NTS SHOWN ON THIS SIT OF PLANS. 2. APPROVAL OF THIS PLAN DO£S NOT L£SS£N OR WAIVE ANY PORTION OF TH£ CARLSBAD MUNICIPAL COD£, R£S0LUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUM£NTS LISTED HER£0N AS TH£Y MAY P£RTA/N TO THIS PROJ£CT. TH£ £NG/N££R IN R£SPONSIBL£ CHARGE: SHALL R£V1$£ TH£$£ PLANS WH£N NON-CONFORMANCE: IS DISCOV£RED. J. CITY APPROVAL OF PLANS DO£S NOT RELIE:VE TH£ D£V£LOPER OR £NGIN££R- 4. 5, 6. 7. 8. OF-WORK FROM RESPONSIBILITY FOR TH£ CORR£CTION OF ERRORS AND OMISSIONS DISCOVER£D DURING CONSTRUCTION. ALL PLAN R£VIS/ONS SHALL BE PROMPTLY SUBMITTED TO THE CITY £NG/N££R FOR APPROVAL. A RIGHT-OF-WAY PERMIT FROM TH£ CITY £NG/NEER WILL 8£ R£QU/RED FOR ANY WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO P£RMIT ISSUANCE:, A C£RTIFICATE OF INSURANCE: MUST 8£ FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERM/TT££'$ POLICY IN TH£ MINIMUM AMOUNT OF 11,000,000.00 FOR £ACH OCCURR£NC£ OF LIABILITY. TH£ INSURANCE: COMPANY WRITING lliE POLICY MUST HAVE: A RATING OF "A • QR BEITfE AND A Sil£ CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "B£STS" K£Y RATING GUIDF:. NO WORK SHALL BE COMM£NC£D UNTIL ALL PERMITS HAVE BEEN OBTA/N£D FROM TH£ CITY AND OTH£R APPROPRIATE AG£NC/£S. R£V/$/ON OF THESE PLANS MAY 8£ R£QUIR£D IF TH£ PROPOSED IMPROV£M£NTS AR£ NOT CONSTRUCTED PRIOR TO TH£ D£ADLIN£ DAT£ OF THE IMPROV£M£NT AGR££M£NT. NO R£VISIONS WILL BE MAD£ TO TH£S£ PLANS WITHOUT TH£ WRITT£N APPROVAL OF TH£ CITY £NGIN££R, NOTED WITHIN TH£ R£V/SION BLOCK, ON TH£ APPROPRIATE: SH££T OF TH£ PLANS AND TITLE: SHEET. ORIGINAL DRAWINGS SHALL BECOME TH£ PROP£RTY OF TH£ CITY UPON 8£/NG S/GN£D BY TH£ CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE R£VISED TO REFL£CT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACC£PTANCE OF TH£ WORK BY THE CITY. 10. ACC£SS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTA/N£D TO TH£ PROJ£CT SIT£ AT ALL TIMES DURING CONSTRUCTION. 1 J. WHERE: TR£NCH£S AR£ WITHIN CITY £AS£M£NTS, A SOILS R£PORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SH££TS AND (C) COMPACTION CURV£S, SHALL 9£ SUBMITTED BY A PROFESSIONAL £NG/N££R OF TH£ STAT£ OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE F/£LD OF APPLIED SOILS MECHANICS. TH£ SOILS REPORT WILL 9£ SUBMITTED TO THE CITY £NG/N££RING /NSP£CTOR WITHIN TWO WORKING DAYS OF COMPLETION OF F/£LD TESTS. TH£ WRITTEN F/£LD COMPACTION REPORT(S) SHALL 8£ IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSP£CTOR UPON COMPLETION OF TH£ FIELD TESTS. 12. A PR£CONSTRUCDQN MITT/NG SHA( L BE HELD AT THE SITE PRIOR TO TH£ BEGINNING OF WORK AND SHALL 8£ ATTENDED BY ALL REPRES£NTATNES RESPONSIBLE: FOR CONSTRUCTION. INSPECTION, SUPERVISION, TESTING AND ALL OTHF:R ASPF:CTS OF THE WORK. TH£ CONTRACTOR SHALL SCH£DUL£ THE MEETING BY CALLING THE INSP£CTION LIN£ AT (760) 4.38-.3891 AT L£AST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST 8£ AVAILABLE PRIOR TO SCHEDULING. 1 J. ALL INSPECTION REQUESTS OTHER THAN FOR PR£CONSTRUCT/ON M£ETING WILL 8£ MAD£ BY CALLING THE £NG/N££RING 24-HOUR INSPECTION R£QU£ST LIN£ AT (760) 4J8-.3891. INSP£CTION R£QU£STS MUST 9£ RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NITDED. INSPECTIONS WILL 8£ MAD£ TH£ N£XT WORK DAY UNL£SS YOU REQU£ST OTHERWISE:. R£QUESTS MAD£ AFTER 2:00 P.M. WILL 9£ SCH£DULED FOR TWO FULL WORK DAYS LAT£R. 14. TH£ OWN£R AND/OR APPLICANT THROUGH TH£ 0£VELOPER AND/OR CONTRACTOR SHALL 0£S/GN, CONSTRUCT AND MAINTAIN ALL SAF£TY D£VICES, INCLUDING SHORING, AND SHALL 8£ SOL£LY R£SPONSIBLE FOR CONFORMING TO ALL LOCAL, STAT£ AND FED£RAL SAF£TY AND H£ALTH STANDARDS, LAWS AND R£GULATIONS. 15. TH£ CONTRACTOR SHALL CONFORM TO LABOR COD£ S£CT/ON 6705 BY SUBMITTING A DETAIL PLAN TO TH£ CITY ENGINEER AND/OR CONC£RN£D AG£NCY SHOWING TH£ D£S/GN OF SHORING, BRACING SLOP£ OR OTH£R PROVISIONS TO 9£ MADE OF WORKER PROTECTION FROM TH£ HAZARD OF CAVING GROUND DURING TH£ EXCAVATION OF SUCH TR£NCH OR TR£NCH£S OR DURING TH£ PIPE INSTALLATION TH£R£1N. THIS PLAN MUST 8£ PR£PARED FOR ALL TR£NCH£S FN£ F£ET (5') OR MOR£ IN D£PTH AND APPROVED BY TH£ CITY £NG/N££R AND/OR CONC£RNED AG£NCY PRIOR TO £XCAVATION. IF TH£ PLAN VAR/£S FROM TH£ SHORING SYST£M STANDARDS £STABl ISHro BY THE CONSTRIJCTTQN SAFUY ORDERS Tm E 8 CALIFORNIA ADMINISTRATIVE: CODE. TH£ PLAN SHALL 8£ PR£PARED BY A REGIST£R£D £NGIN£ER AT TH£ CONTRACTORS £XPENS£. A COPY OF THE OSHA £XCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO £XCAVATION. 16. IF ANY ARCHA£0LOGICAL RESOURCE:$ ARE DISCOVERED WITHIN ANY WORK ZONF: DURING CONSTRUCTION, OPERATIONS Wit L CEASE IMM£DIAmY AND TH£ PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS REC£N£D WRITT£N AUTHORITY FROM TH£ CITY ENGINEER TO DO SO. ! 7. ALL OPERATIONS CONDUCTED ON TH£ SIT£. OR ADJACENT THERETO, INCLUDING WARMING UP, R£PAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL 9£ LIMITED TO TH£ PERIOD BETWEEN 7:00 A.M. ANO SUNSET £ACH DAY, MONDAY THRU FRIDAY AND NO £ARTHMOVING OR GRADING OPERATIONS SHALL 8£ CONDUCTED ON W££K£NDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE: AT TH£ £NG/NEERING DEPARTM£NT COUNTER.) 18. ALL OFF -SIT£ HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO TH£ CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL 8£ R£SPONSIBL£ FOR ANY DEBRIS OR DAMAGE: OCCURRING ALONG THE HAUL ROUT£ OR ADJACENT sTRms AS A RESULT Of lliE GRADING OPERATION. 19. NO BLASTING SHALL 9£ COMMENCED WITHOUT A CITY £NGIN££R APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE: OBTAINED BY A $£ARCH OF TH£ AVAILABLE: RECORDS. ATT£NTION IS CALLED TO TH£ POSSIBLE EXISTENCE: OF OTHER UTILITY FACILITIES OR STRUCTUR£S NOT SHOWN OR IN A LOCATION DIFFER£NT FROM THAT SHOWN ON TH£ PLANS. THE CONTRACTOR IS REQUIRED TO TAK£ DU£ PR£CAUT/ONARY M£ASURES TO PROTECT THE UTILITIE:S SHOWN ON TH£ PLANS AND ANY OTH£R £X/STING FACILITIES OR STRUCTURES NOT SHOWN. 2 J. TH£ CONTRACTOR SHALL VERIFY TH£ LOCATION OF ALL £)(/STING FACILITIES ( ABOVEGROUNO AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFIC/ENTL Y AH£AD OF TH£ CONSTRUCTION TO PERMIT TH£ R£VISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT TH£ ACTLIAL LOCATIONS AR£ IN CONFLICT WITH THE PROPOSED WORK. 22. TH£ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE 8£LOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCtlON NEAR TH£/R FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPR£S£NTAT/V£. UNDERGROUND S£RVIC£ ALERT (800)422-41J.3 SDG&£ (800)660-7J43 PACIFIC 8£LL (800)892-0123 TIM£ WARNER CABLE (760)438-7741 COX COMMUNICATIONS (760)806-9809 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)4J4-2980 'CITY OF CARLSBAD(S£W£R,WAT£R & R£CLAIM£D WATER) (760)4.38-2722 'VALL£CITOS WATER DISTRICT (760)744-0460 2J. IN ACCORDANCE: WITH TH£ CITY SUSMP. ALL STROM DRAIN INLETS CONSTRUCT£D BY THIS PLAN SHALL INCLUDE: "ST£NCILS" 8£ ADDED TO PROHIBIT WAST£ DISCHARGE: DOWNSTR£AM. STENCILS SHALL 8£ ADDED TO TH£ SATISFACTION OF THE CITY ENGINEER. HUNSAKER & ASSOCIATES SAN DIECO. INC. PIANNJNG 9707 Waples Soeet ENGINIIRING San O~go, C. 92121 SURVEYING PH(858)551-4SOO· FX(BSO)SSll-1414 STREET NOTES ! . ACTUAL STRUCTURAL S£CTIONS WILL 9£ DETERMINED AFT£R "R" VALUE: TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL £NG/NE£R OF TH£ STAT£ OF CALIFORNIA, PRINCIPALLY DOING BUS/N£SS IN TH£ F/£LD OF APPLIED SOIL MECHANICS.ON TH£ PREPARED BASEM£NT SOIL. TH£ "R" VALUE ffSTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO TH£ ENGINEER/NG /NSP£CTOR FOR R£VIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL 8£ /NSTALL£D AS SHOWN ON TH£$£ PLANS.UNDERGROUND CONDUIT RUNS, SERVICE: POINTS AND HAND-HOLES SHALL 8£ SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINAIRES SHALL 8£ ·cur OFF" TYPE. J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL 8£ INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTT£RS OR SURFACING OF STREETS. 4. STORM DRAIN PIP£ SHALL 8£ REINFORCED CONCRETE: PIPE WITH A MINIMUM D-LOAD OF f,J50 FOR PR/VAT£ STORM DRAIN PIP£$, UP TO 15" PVC MAY BE UTILIZED PROV/0£D DEPTH IS LESS THAN 15 F££T AND BACKFILLED WITH J/4" ROCK PER SDRSD S-4 TYPE: •c• AND PIP£ M££TS ASTM STANDARD J0.34 FOR SOR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO 8£ ABANDONED IT SHALL 8£ REMOVED WITHIN TW£NTY FEET OF BUILDING OR STR££T AR£AS AND REPLAC£D WITH PROPERLY COMPACT£D SOILS. IN OTHER AR£AS THE PIPE WILL 8£ PLUGG£D WITH CONCRETE: OR REMOVED AS APPROVED BY THE CITY £NG/NEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TR££$ SHALL 8£ INSTALLED PER SECTION N D.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIR£ HYDRANT MARKERS SHALL 8£ PLACED IN TH£ STREET WITHIN TH£ LIMITS OF WORK OF THIS PLAN PER SORS DWG M 19. 9. ALL $URV£Y MONUM£NTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE Rf-ESTABLISHED, PERPETUATED, AND DOCUM£NTED PER THE PROFESSIONAL LAND SURVE:YORS ACT. 10. TWO (2) SITS OF SURVE:Y (CUT) SHEETS SHALL 8£ PROVIDED TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES 1. SEWER MAIN AND APPURT£NANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH TH£ "CITY OF CARLSBAD ENG/N££R/NG STANDARDS (LATEST EDITION), VOLUME: 1- GE:NERAL 0£S/GN STANDARDS, CHAPTER 6-0£SIGN CRITERIA FOR GRAVITY S£WER LINES AND APPURTENANCES, AND VOLUME J -STANDARD DRAWINGS AND NOTES AND TH£ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON, LAT£ST EDITION (GR££N BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN £XCAVATION PERMIT FROM TH£ DIVISION OF INDUSTRIAL SAF£TY BEFORE: ANY £XCAVATION AND SHALL ADHERE: TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. J. BEFORE: ANY CONNECTION TO TH£ DISTRICT'S £XIST/NG SYST£M, A PERMIT SHALL 8£ OBTAINED FROM TH£ DISTRICT. IT MUST 9£ SIGN£D AND APPROVED BY TH£ DISTRICT'S ENGINE£R AND SUP£RINT£ND£NT. 4. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. TH£ CONTRACTOR SHALL NOTIFY TH£ CITY OF CARLSBAD £NGIN££RING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (T£LEPHON£ NO. [760] 4J8-.3891) WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE: WITH TH£ "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST £DITION) VOLUMES 2 & J. 2. THE CONTRACTOR SHALL OBTAJN AN EXCAVATION P£RMIT FROM TH£ DIVISION OF INDUSTRIAL SAF£TY BEFORE: ANY EXCAVATION AND SHALL PROVIDE: PROOF OF OSHA NOTIFICATION AND SHALL ADH£R£ TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAF£TY ORDERS. J. BEFORE ANY CONN£CTION OR SHUT DOWN OF VALVES ON £X/STING C.M.W.D. LINES, A PERMIT SHALL 8£ OBTA/N£D FROM TH£ C.M.W.D. OFFICE: AND MUST BE SIGNED AND APPROV£D BY TH£ CITY OF CARLSBAD'S DEPUTY CITY £NG/N££R AND TH£ UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCTION CONFERENCE: MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION B£GJNS. TH£ CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD £NGIN££RING INSP£CTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, TELEPHONE N0.(760) 4.38-J891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSP£CTION DEPARTM£NT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)4.38-.3891. 6. NO TR££$ OR STRUCTURES SHALL 9£ ALLOW£D IN TH£ WAT£R LIN£ £AS£M£NT, ALL £)(/STING TR££$ AND STRUCTURES SHALL 8£ REMOVED PRIOR TO COMM£NCEM£NT OF WORK -ANY £XCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM TH£ DISTRICT £NGJN£ER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECT£D BY M£ANS OF CATHODIC PROTECTION. IF D£V£LOPER/OWN£R CONDUCTS A SOILS TEST REPORT AND 0£MONSTRATES THAT PROTECTION CAN 8£ PERFORMED IN ANOTHER MANN£R, THE DISTRICT ENGINEER WILL CONS1D£R AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE: OF MATERIALS OF TH£ FIR£ LIN£ LOCATED 8ETWE£N THE 0£T£CTOR CHECK VALVE AND BUILDING SHALL 8£ DETERMINED BY TH£ CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 7" ANO ALL METERS SHALL 8£ 5/8" (UNLESS OTHERWISE NOT£D ON PLANS). 10. ALL WATER METER BOXES SHALL 8£ 17" X JO" X 12• POLYMER CONCRETE: AS MANUFACTURED BY ARMORCAST OR EQUAL. 11. MINIMUM SPACING BETWEEN POTABLE: WAT£R LATERALS AND SEWER SERVICES SHALL 8£ 10 FEET. 12. THE TOP OF WAT£R METER BOXES SHALL 8£ FLUSH WITH THE FINISHED SURFACE GRAD£. 1J. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WAT£R MAINS AND SANITARY S£WER$" PUBLISH£D BY TH£ STAT£ OF CALIFORNIA'S DEPARTM£NT OF H£ALTH SERVICES. 14. AXIAL DEFLECTION AT THE PIP£ JOINTS ARE NOT ALLOWED. TH£ USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY 8£ PERMITTED BY TH£ INSPECTOR ON A CASE BY CA$£ BASIS NOT TO £XC££D 4 DEGREES TOTAL D£FL£CTION PER COUPLING (2 DEGRE£S/£ACH GASKET). US£ CERTAINTE£D 'VINYL-IRON" H.D. FOR C900. LEGAL DESCRIPTION LA COSTA GR££NS 1.3 SIGNING AND STRIPING NOTES 1. TH£ CONTRACTOR IS RESPONSIBLE: FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAV£MENT MARKINGS SHALL CONFORM TO TH£ CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL D£VICES (FHWA'S MUTCD 200.3 R£VISION1, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LA TEST VERSION TH£REOF), TH£$£ PLANS AND TH£ SPECIAL PROVISIONS. J. 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 TH£ CITY £NG/N££R PRIOR TO ANY CHANGE IN TH£ FIELD. 5. ALL SIGNING AND STRIPING SHALL 8£ REFL£CTN£ PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE R£PA/NTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL 8£ R£FLECTIV£ PER CALRANS SPECIFICATIONS AND SHALL £NCAPSULAT£D LENS REFL£CTNE SHEETING (HIGH INT£NSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROV£MENTS, ALL STR££T STRIPING AND AND MARKINGS WITHIN A 500' PERIMETER OF TH£ CONSTRUCT/ON PROJECT WILL 8£ RESTORED TO A "LIKE: NEW" CONDITION, IN A MANN£R MEETING THE APPROVAL OF TH£ CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL 8£ APPROVED BY THE CITY £NG/N££R OR HIS REPRESENTATIVE: PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL R£MOVE ALL CONFLICTING PAINT£D LINES, MARKINGS AND PAVEMENT LEG£NDS BY GRINDING. DEBRIS SHALL 8£ PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE TH£ LATEST VERSION OF TH£ CALTRANS ST£NC/LS. 10. LIMIT LINES AND CROSSWALKS SHALL 8£ FIELO LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LIN£S, STOP BARS, PAV£M£NT ARROWS AND PAVEMENT LEG£NOS SHALL BE THERMOPLASTIC UNLESS OTHERWISE: SPECIFIED. 12. FIRE HYDRANT PAV£M£NT MARK£RS SHALL CONFORM TO TH£ CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL D£VICES (FHWA 'S MUTCD 200J R£VISION 1, AS AM£NDED FOR US£ IN CALIFORNIA) AND SAN D/£GO R£G/ONAL STANDARD DRAWING M-19. 7 J. ALL MEDIAN NOSES AND FLARES SHALL 8£ PAINTED Y£LLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL D£VIC£S (FHWA'S MUTCD 200J R£VISION1, AS AMEND£D FOR US£ IN CALIFORNIA) UNLESS OTH£RWIS£ SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STE£L TUBING WITH BREAKAWAY BAS£ PER SAN DIEGO REGIONAL STANDARD DRAWING M-45 . 16. WH£N A SIGN IS ATTACHED TO A POL£, IT SHALL 8£ MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 1 7. £)(/STING SIGNS R£MOVED BY THE CONTRACTOR SHALL BE D£LIVER£D BY THE CONTRACTOR TO TH£ CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AV£NU£. 18. ALL SIGNS SHOWN ON TH£S£ PLANS SHALL 8£ NEW SIGNS PROVIDED AND INSTALLED BY TH£ CONTRACTOR £XCEPT THOSE: SIGNS SPECIFICALLY 'SHOWN AS £X/STING TO BE: R£LOCATED OR TO R£MAIN. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY D£CLAR£ THAT I AM TH£ £NGIN££R OF WORK FOR THIS PROJECT, THAT I HA VE £X£RC/S£0 R£SPONSIBL£ CHARGE OV£R TH£ D£SIGN OF TH£ PROJ£CT AS D£FIN£0 IN SECTION 6703 OF TH£ BUSIN£SS AND PROFESSIONS CODE, AND THAT TH£ D£$/GN IS CONSIST£NT WITH CURR£NT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT R£Ll£V£ ME, AS £NG/NEER OF WORK, OF MY RESPONSIBILITI£$ FOR PROJ£CT DESIGN. FIRM: HUNSAKER & ASSOCIATES ADDRESS: 9707 WAPf&S STR£U CITY, ST.: SAN DIEGO C• TELEPHONE: (858) 5,58 4,5QQ BY: Q/e,Jll DAT£: ---"9,,..(l,,.,2.""lou8z.._ __ _ DAVID A. BLALOCK P.E. NO.: Ru.CaaE_6.,.2.,;8"'9.L1 __________ _ EXPIRATION DATE: -<lz1,<l.1.3011,,lw1'-"0'---------- S0URCE OF TOPOGRAPHY VICINITY TOPOGRAPHY SHOWN ON THESE PLANS WAS G£NERATED BY AERIAL SURVE:Y METHODS BY METHODS BY SAN-LO AERIAL SURV£YS FROM INFORMATION GATHER£D ON JANUARY JO 1997 AND MASS GRADING PLANS CITY OF CARLSBAD DRAWING 442-7A. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. CITY OF OCEANSIDE 78 SHEET INDEX NOT£$ AND LEG£ND KE:Y MAP NOT£S AND STREET SECTIONS IMPROV£MENTS £L CAMINO R£AL SIGNING & STRIPING RAVEN 405 LINING SPECIF/CATIONS PROJECT LOCATION THIS PROJECT IS LOCAT£D WITHIN ASS£SSORS PARC£L NO. 21J-'10-03. TH£ CALIFORNIA COOROINA TE: IND£X OF THIS PROJ£CT IS N ~ £ ~ LEGEND OF ABBREVIATIONS BEGIN CURVE BEGIN VERTICAL CURVE CURB CENTERLINE DRIVEWAY END CURVE END VERTICAL CURVE FLOW LINE Fl.ANG£ N.T.S. PCR PJ PRC RCP RT SD SWR ST. SHEET 1 SHEET 2 SHEET 3 SHEET 4-9 SHEET 9 SH££T 10 PACIFIC OCEAN NOT TO SCALE POINT CURB RETURN PUSH-ON JOINT POINT OF REVERSE CURVE REINFORCED CONCRETE PIPE RIGHT STORM DRAIN SEWER STREET MAP NOT TO SCALE CITY OF VISTA ROJECT /TE ~o~ CITY OF '>--"< SAN MARCOS BC ave CB CL DWY EC EVC FL FLG FS GB HP LT LP MVC FINISHED SURFACE GRADE BREAK HIGH POINT TC VP/ TOP OF CURB VERTICAL POINT OF INTERS£CTION L\ CITY OF ENCINITAS '"-sc__.J,___ LEFT LOW POINT MODIFIED VERTICAL CURVE WORK TO BE DONE TH£ IMPROVEM£NT WORK SHALL 8£ P£RFORM£D IN ACCORDANCE: WITH TH£ FOLLOWING DOCUMENTS, CURR£NT AT TH£ TIM£ OF CONSTRUCTION, AS DIRECTED BY TH£ CITY £NGIN£ER. I. CARLSBAD MUNICIPAL COD£ 2. CITY OF CARLSBAD £NGIN££RING STANDARDS 3. THIS SU OF PLANS 4. R£SOLUTION NO. 6403, 6404, & 6405 OAT£0 APRIL 2, 2008 5. TH£ STANDARD SP£CIFICATIONS FOR PUBLIC WORKS CONSTRUCTION {GR££N BOOK). 6. SOILS REPORT AND RECOMM£NDATIONS BY G£0CON DAT£D F£8. 7. 2008 Z TH£ SAN D/£GO AREA REGIONAL STANDARD ORA WINGS AND AS MAY 8£ MOOIFl£D BY TH£ CITY OF CARLSBAD STANDARDS. 8. STORM WAT£R POLLUTION PRE:VENTION PLAN PR£PAR£D BY HUNSAK£R & ASSOCIATES 0A T£0 JUN£ 6, 2008 WDID NO. 9,....,,_J,.,7C""J"'S"'06,,,7c.,6c__ ___ _ 9. STORM WATER MANAGEM£NT PLAN NO. 08-13 PREPAR£D BY HUNSAK£R & ASSOCIATES DATED JUN£ 1 I, 2008. 10. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SIT£ BMP MANUAL. DESCRIPTION SUBDIVISION BOUNDARY RIGHT OF WAY LIN£ PROPERTY LINE £ASEMENT LIN£ A.C. PAVING/BASE TRENCH RESURFACING DECORATIVE PAVING (P£R LANDSCAPE PLANS) 6" TYPE: G CURB & GUTTER LEGEND STD. DWG. ••G-24 **G-2 MODIF/£D 4 • ROLLED CURB 6" TYPE G CURB PER DETAIL SHEET J **G-2 CURB OUTLET P£DESTRIAN RAMP TYPE "A• MODIFIED CROSS GUTTER CONCRETE S1D£WALK DRIVEWAY PR/VAT£ STREET LIGHT 9,500 LUM (HPSV) (MFCTR. AMERON, MODEL 581-24(201)) £XISTING STORM DRAIN 8" PROPOSED PVC STORM DRAIN (PRIVATE) 12" PROPOSED PVC STORM DRAIN(PRIVATE) 24" PROPOSED RCP STORM DRAIN(PRIVAH) PROPOSED CURB INLET TYPE: "8-1"(PRIVATr,.) PROPOS£D CLEANOUT TYPE "A-4" (PillVATe) PROPOSED CL£ANOUT TYPE: "B-5" ( P/l lVATE-) '*D-25 '**G-27 *GS-10 *"*G-f 4 ••0-10 PROPOSED MOD. DOUBLE G-2 CATCH(BASIN "D-8, SHT. J PRI VAT/,) PROPOSED STORM DRAIN H£ADWALL ( P RIV4 taj "0-J4 PROPOSED SEW£R MAIN (SDR-.35) 8" PROPOSED SEWER ACCESSHOL£ •S-5, *'S-11, *'S-12 PROPOSED PVC-LINED SEW£R ACCESSHOLE P~O POH.O t/>Q(Y-COAtfO.i ~WlcRACC~55 ijOLE £X/STING SEWER EXISTING WATER LIN£ PROPOSED WATER MAIN 8" PVC CL-150 *S-1, *S-4 *S-1A, *S-4 5-1 PE.R VWD PROPOSED RECYCLED WATER MAIN 8" PVC CL-150 8" GATE: VALVE: *W16 •w12 FIRE HYDRANT ASSEMBLY WITH MARK£R £ND CAP ASSEMBLY THRUST BLOCKS •W15, •W19 2" BLOW OFF ASSEMBLY *W6 2· MANUAL AIR R£LE:ASE ASSEMBLY •wa 2" AJR-VACUUM VALVE *W7 4" SEWER LATERAL W/TRAFFIC LID *S-7 1 • COPPER WATER SERVICE: W/ FIRE SPRINKLER *WJ-A 2" IRRIGATION S£RVICE *W4 "BIKE: LAN£" PAVEM£NT LEGEND & ARROW (THERMOPLASTIC) 12" WHITE LIMIT LINE, "STOP" PAV£MENT LEG£ND (THERMOPLASTIC) DOUBLE: STREET NAME SIGN (DSN) DOUBLE: STREET NAM£ SIGN (DSN) WITH R1-1 SIGN STREET SIGN (TYPE: PER PLAN) SOM-102 SOM-102 SDM-102 • CITY OF CARLSBAD/CMWD STANDARD DRAWING SYMBOL -------- ' ,...,,,,,.,_,,,.. b~~~~H o--{:l d9 ~-= ~. = IOI ======<J --s·------- -s--0---s--0-- -w-- -RW-- ® I FH ----:l ... _BQ.....o-- __}vf,1R --- _AVA~-_ • -------® -------OOGJ ------------,- ENGINEER OF WORK QUANTITY 48,898 S.F. 580 S.F. 1,04J L.F. 1,612 L.F. 758 L.F. 2 £.A. 4 £.A. 1,446 S.F. 1J.651 S.F. 4J1 S.F. 7 £.A. 14 L.F. 54 L.F. 459 L.F. 4 £.A. ! £.A. J £.A. E.A. 1 E.A. 1,575 L.F. 12 £.A. .J £.A. 1 EA 1,620 L.F. 319 L.F. 6 £.A. 7 £.A. J E.A. 16 E.A. 4 £.A. J £.A. 4 E.A. .38 £.A. .38 E.A. E.A. £.A. £.A. 4 £.A. 1 £.A. 5 £.A. " COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWING "' AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS UtBJ..u r/J.J.lo8 DAVID A. BLALOCK DATE R.C.E. NO. 62891 EXP. 6/50/10 CITY OF CARLSBAD FIRE DEPARTMENT u AS 9JBl.ll REQUIREMENTS: NUMBER OF F.H. '5_7 _ F.FLOWJ.fjf){) G.P.M. OUT OF .L F.H. '.S PARCEL 4 OF CARLSBAD MINOR SUBDNISION NO. MS 05-05 LA COSTA GR££NS, IN TH£ CITY OF CARLSBAD, COUNTY OF SAN O/£GO, STAT£ OF CALIFORNIA, ACCORDING TO PARC£L MAP TH£R£0F NO. 20174, FIL£D IN TH£ OFFICE: OF TH£ COUNTY R£CORD£R OF SAN D1£GO COUNTY. OEC£MB£R 20, 2006. REFERENCE DRAWINGS CITY OF CARLSBAD DRAWING J97-2R, 442-6, 442-6A, 442-7A, 457-BA [REA[ME]:J.[ CONTROL BMP T,6,12/. £ S,USMP PRO,K_C[ PRIQB.lrt; HIGH CARLSBAD MUNICIPAL WATER DISTRICT DATE OWNERS LC GREENS 7.3 LLC TYPE: D£SCRIPTION OWN£RSHIP MAINTENANCE: SHEU NO. MA/NT£NANC£ AGR£EM£NT FREQU£NCY 4747 MORENA BLVD. SUIT£ 100 SAN DIEGO, CA 92117 COS UNIT AGR££M£NT MP-51 VORTEX S£PARATOR (858) 490-2.300 BASIS OF BEARINGS TH£ BASIS OF B£ARINGS FOR THIS SURVE:Y IS TH£ CALIFORNIA COORDINATE SYST£M -1983, ZONE: VI, 1991.J5 £POCH, NORTH AM£RICAN DATUM OF 198J (NAD8J), GRID 8£ARING BETWE£N STATION CLSB-15J AND STATION CLSB-070 AS SAID COORDINATE:$ ARE PUBLISHED IN THE CITY OF CARLSBAD SURVE:Y CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY MAP NO. 17271, FIL£0 IN THE OFFICE OF TH£ SAN 01£GO COUNTY R£CORO£R ON FEBRUARY 8, 2002. IE: N J6'47'12" W VALLECITOS WATER DISTRICT .APPROVED £fY: -~-'--==~:..._ _____ _ DATE: (O ,t4'f £XT£N0£0 TC-22 £XT£ND£D DET£NTION BASIN DET£NT/ON BASIN FLOGARD INLET MP-52 DRAIN FILT£R INS£RT BENCH MARK 0£SCRIPTION: STD. STRE£T SURVEY MONUM£NT LOCATION: STA. 288+89 £C ON C£NT£RLIN£ OF EL CAMINO REAL R£CORD FROM: SAN D1£GO COUNTY V£RTICAL CONTROL EL£VATION: 311.41 NGVO 1929 PRIVATE BMP MA/NT. SHT 4 OF OWG ON£ TIM£ P£R AGRE£M£NT 442-6 Y£AR MIN. PRIVATE BMP MA/NT. 4 ON£ TIM£ P£R AGRE£M£NT YEAR MIN. PRIVATE BMP MA/NT. 4 & 5 THR££ T/M£S P£R AGR££M£NT YEAR MIN. IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR D/GALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT AT.· TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG W ~ /f7/oB DAVID A. HAUSER DATE DISTRICT ENGINEER R.C.E. 33081 EXP. 6/30/08 Bl.lJ;. SPRINKLED? YESL 1/Q __ F.FLOW __ C.P.M. . ; ~ ~ :12 ..-,()b'i '~" /ARE M L • l DAfr--INSPEcroi7• ~ DATE 1------<--+-----------+--+--+--+---il sH1EETl.c_1_TY--=O=F=C~A~R=L=s~s_A_o~~ _ ENGINEERING DEPARTMENT L____!__()_j DATE INITIAL ENGINEER or WORI DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGfIBORHOOD 1 3 TITLE SHEET - APPROVED OAVln.,-~ DEPUTY CITY ENGINEER RC[ < '1 EXP. /J. OWN BY: ~ CHl<:0 BY:.,; RVWO BY:3f.. PROJECT NO. CT 07-05 ,,,n 1,I-,&!__ DAlt DRAWING NO. 457-8 R, \051 O\~ Eng \IM pro veM en ts\ Greens 1, 3\05 !0icO l ,d wg[ JS e p-26-2 oos,14 ,13 W.0. No. 2301-15 BIN : V.W.D. MAX# 071292 121108 i_ I \1 I I I If SEWER LATERAL TABLE DEPTH LENGTH SEWER STREET DROP LATERAL UNIT IE @ STA IE @ BELOW PL OF STA. @ @ (FS TO MAIN SLOP£ NO. MAIN PL TO LATERAL (FEET) (%) MAIN PL IE)(FT) (FT) I 71+55.28 291.73 71+58.13 300.24 5.5 29.7 1.2 26.63% 2 71+61.89 292.49 71+63.83 300.61 5.5 30.8 1.2 22.47% 3 71+96.29 298.39 / 1+92.19 301.97 5.5 30.0 1.2 7.93% 4 72+20. 10 299.71 l2+22.25 303.01 5.5 28.4 1.2 7.39% 5 72+71.49 300.84 I 2+77.70 304.16 5.5 30.6 1.2 6.93% 6 72+79.46 301.02 72+84.30 304.31 5.5 30.8 7.2 6.79% 7 73+22.33 301.82 l3+30.53 305.21 5.5 29.0 1.2 7.55% 8 73+63.55 302.24 l3+71.75 306.04 5.5 29.0 1.2 8.97% 9 73+73.55 302.34 l3+81.75 306.23 5.5 29.0 1.2 9.28% 10 74+20.89 302.82 l4+29.09 307.17 5.5 29.0 1.2 10.86,% II 75+97.60 305.80 l5+96.60 310.54 5.5 21.0 7.2 16.86,% 12 76+40.20 306.64 l6+39.20 311.40 5.5 27.0 1.2 16.95% 13 76+71.35 307.24 l6+70.35 312.01 5.5 21.0 1.2 17.00% 14 77+19.60 308. 13 l7+18.60 312.76 5.5 21.0 1.2 76.33% 15 77+76.49 308.81 I 7+75.70 313.31 5.5 21.0 1.2 15.71% 16 77+89.72 308.97 I 7+89.00 313.46 5.5 21.0 1.2 15.67% 17 78+35.47 309.52 l8+35.00 313.92 5.5 21.0 1.2 15.24% 18 78+55.83 309.77 l8+55.46 312.72 7.5 24.0 1.2 4.79,% 19 77+96.31 309.05 l7+95.63 311.52 7.5 24.0 7.2 5.29% 20 77+61.11 308.62 I 7+60.25 311.17 7.5 24.0 1.2 5.63,% 21 77+52.77 308.52 I 7+51.87 311.08 7.5 24.0 1.2 5.67% 22 70+89.89 308.90 I 7+20.08 312.88 5.5 29.9 1.2 9.30}{ 23 71+24.31 309.25 l7+53.17 313.15 5.5 30.0 1.2 9.00}( 24 71+55.34 309.56 I 7+84.19 313.45 5.5 30.0 1.2 8.97% 25 72+01.31 310.03 18+30. 17 373.97 5.5 30.0 7.2 8.93% 26 72+37.38 370.35 78+60.23 374.22 5.5 30.0 7.2 8.90% 27 72+79.67 370.97 l9+08.52 314.70 5.5 30.0 1.2 8.43% 28 73+12.63 371.31 19+41.49 315.03 5.5 30.0 1.2 8.40% 29 73+59.04 371.76 l9+87.89 315.62 5.5 30.0 1.2 8.87}{ 30 73+89.12 372.07 20+17.97 315.96 5.5 30.0 1.2 8.97% 31 75+08.78 313.38 21+31.95 316.50 5.5 30.0 1.2 6.40% 32 77+04.80 316.00 11+49.76 377.30 5.5 13.0 1.0 2.31.,% 33 76+69.96 315.54 11+74.93 316.95 5.5 73.0 I. I 2.38,'l{ 34 76+27.07 314.97 l0+72.03 376.52 5.5 13.0 1.2 2.69% 35 75+96.96 314.56 l0+41.93 316.22 5.5 73.0 1.2 3.54% 36 73+16.67 301.76 l3+24.04 305.09 5.5 73.0 1.2 76.38% 37 72+27. 10 299.86 l2+29.25 303.19 5.5 13.6 1.2 15.66% 38 72+14.64 299.67 12+ I 6.79 302.81 5.5 73.6 1.2 14.77% NOTE: LATERALS FOR UNITS 18 TO 21 CROSS EXISTING UTILITIES. THE DEPTH OF THESE UT/UT/ES WERE ASSUMED TO BE AROUND 5' BASED ON ELEVATIONS OBTAINED FROM POTHOLES AT THE INTERSECTION OF PVT WAY A AND PVT WAY D. THE CONTRACTOR SHALL POTHOLE THE LOCATIONS OF THE LATERALS FOR THESE LOTS PRIOR TO CONSTRUCTION AND VERIFY THE DEPTH OF THE EXISTING UTILITIES FROM THE LATERAL TO THE HOUSE. THE ENGINEER-OF-WORK SHALL BE NOTIFIED OF ANY VARIATION GREATER THAN :t0.5' FROM A DEPTH OF 5' BELOW FINISHED GRADE. ENGINEER'S NOTES 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RE:SPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND RE:GULAT/ONS. 2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ANO NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY ANO ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF TH£ WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINE:E:R. J. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREE:TS, UT/UT/ES, ANO STORM DRAINS ARE SU/LT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK SY CALLING THE ENGINEER OF WORK AT (858) 558-4500. 4. THE CONTRACrDR SHALL VERIFY ALL STAKES FOR ACCURACY AGAINST APPROVED PLANS, PRIOR TO TRENCHING OR FORMING ANO SHALL SEAR THE: COST OF ALL REWORK THAT RESULTS FROM PROCEEDING USING INCORRECT STAKES THAT ARE NOT VAUOATfO BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJE:CT AND ADJACENT PROPERTY FROM ANY [ROS/ON ANO SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS, HAY SALES, TEMPORARY DES/LT/NG SAS/NS, DIKES, SHORING, ETC.) UNTIL SUCH TIME THE PROJECT IS COMPL[TED AND ACCEPTED FOR MAINTENANCE BY THE OWNER. 6. THE EXISTENCE ANO LOCATION OF UNDERGROUND UT/UT/ES SHOWN HEREON WERE OBTAINED BY A SEARCH OF TH£ AVAllABL£ RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND VER/Ff THE HORIZONTAL ANO VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK, WHETHER SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF AS-BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN. 7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTING UT/UT/ES NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR REPLACE ITEMS REQUIRED TO REMAIN IN PLACE WHICH ARE DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION OF THE APPROPRIATE AGENCY. HUNSAKER & ASSOCIATES SAN DIEGO. INC l'IANNINC '1701 Waples Sueet ENCINE[RINC San D~&o, Ca 92111 SURV[l'INC PH(858)S58~500· FX(858)55~1414 CL PL LENGTH OF LATERAL TC DEPTH BELOW PL 1.0' MIN. DROP TO MAIN IYPICAl LATERAL EJEVA[ION NTS NOTES: so CONTRACTOR SHALL CONSTRUCT LATERALS WITH PRESCRIBED SLOPE AND DROP TO MAIN. AS-8UILT PAVEMENT SeCTIONS 9 STATION AC/ CLJJ BASE. CINNABAR WA CINNAMRWAY COPPE;RWAY JASPER.WAY JAgPl:R.WAY TNJNAWAY Iot-G5 ro 13,00 /3rODTO l'1t00 Ii. <OD TO lq/4{) 11,100 TO i'l "'10 1'1'4.:l To 21 •70 ID•ISTO i/•74- 4• 4-" 4'/4," 4"/5" 4•·14-" 4"/4-' ¥14-" 8. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, A LICENSED SOILS ENGINE:ER SHALL SE RETA!NED BY THE OWNER TO COMPLETE NECESSARY TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. 9. THESE PLANS SHOW THE MINIMUM IMPROVEMENT REQUIRED BY THE APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. THE COST OF ANY ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE. 10. 11. 12. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO BACKFILLING TRENCHES FOR ALL N£W UTILITIES. THE SURVEYOR SHALL OBTAIN NE:CESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK WITH A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUTHORITY. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE ENGINEER OF WORK, SOILS ENGINEE:R ANO THE CITY INSPECTOR. THE GENERAL CONTRACTOR'S SUPERINTENOANT IS REQUIRED TO UPDATE SAID PLANS WITH AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. 1J. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS. 14. THE SOILS REPORT ANO ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED INTO ANO MADE A PART OF THIS PLAN. ALL CONSTRUCTION SHALL CONFORM WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. 15. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TEES IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATE:R DISTRICT STANDARD. 16. CONTRACTOR SHALL SUBMIT AN AS-SU/LT PLAN /NO/CAT/NG ALL STREET LIGHT CONDUIT RUNS, ACCESS POINTS, HANO HOLES ANO SERVICE POINTS· PRIOR TO ENERGIZING THE SYSTEM. ENGINEER'S STORM DRAIN NOTES 1. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCULATED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE CALCULATED HGL CAN Sf FOUND IN THE APPROVED STORM DRAINAGE REPORT ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HERE:ON, BY OTHERS, WHEN MAKING ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE SYSTEM, RE:QUIRE APPROVAL OF A REGISTERED ENGINEE:R RESPONSIBLE FOR THE REVISIONS. 2. J. STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT OR ABOVE THE PIPE SOFFIT SHALL BE CONSTRUCTED WITH WATER TIGHT JOINTS WITH AMERON REINFORCE CONCRETE PIPE WITH REINFORCED THERMOSETTING RESIN (RTR) COUPLING OR EQUAL FOR THE ENTIR£ R£ACH. COUPLING SHALL MEET THE REQUIREMENTS OF ASTM C76, CJ61, AND C44J. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND SHALL HAVE A MINIMUM COVER OF 1-1/2 INCH OVER THE INVERT Rf/NFORC/NG STEEL. THE CONCRETE DE:SIGN STRENGTH IN THESE REACHES SHALL SE fc ~ 5,000 PSI. FOR VELOCITIES EXCEEDING JO FEET PER SECOND, USE: fc = 6,000 PSI. / 33 28 21 35 213 u ,. 2. J. 4. 5. •' -- KEY MAP VALLECITOS WATER DISTRICT GENERAL NOTES WATER LINES SHALL HA VE A MINIMUM COVER OF 36 INCHES. SEWER LINES SHALL HA VE A MINIMUM COVER OF 5 FEET. CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES 4-8 HOURS PRIOR TO CONSTRUCT/ON. A VALID UNDERGROUND SERVICE ALERT TICKET SHALL BE ON FILE. VALLECITOS WATER DISTRICT. ................................................................................ 1-760-744-0460 COX COMMUNICATIONS. ......................................................................................... 1-800-227-2600 SDG&:E. ................................................................................................................. 1-800-227-2600 PACIFIC BELL. ....................................................................................................... 1-800-227-2600 UNDERGROUND SERVICE ALERT. ........................................................................... 1-800-227-2600 IT SHALL BE THE RESPONS/8/UTY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL SUBSTRUCTURES, WHETHER SHOWN ON THE PLANS OR NOT, AND PROTECT THEM FROM DAMAGE. THE ACTUAL LOCAl70N AND DEPTH OF ALL EXISTING WATER AND SEWER LINES IS TO BE VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCY IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF WORK FOR CORRECT/ON AND THEN SUBMITTED TO THE DISTRICT FOR APPROVAL. NEITHER THE ENG/NEER, OWNER NOR THE VALLECITOS WATER DISTRICT SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF SAFETY STANDARDS. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF THREE (J) WORKING DA rS PRIOR TO CONSTRUCTION. 6. A SIGNED SET OF PLANS DOES NOT IMPLY THAT CONSTRUCTION U4Y BEGIN. THE CONTRACTOR MUST CONTACT THE VALLEC/TOS WATER DISTRICT ENGINEERING DEPARTMENT TO CONFIRM. 7. ALL WORK DONE IN OR NEAR VALLECITOS WATER DISTRICT FACIUTIES SHALL 8£ DONE ACCORDING TO THE CURRENT STANDARD SPECIFICAl70NS OF THE VALLEC/TOS WATER DISTRICT. 8. PRIOR TO CROSSING EXISTING WATER OR SEWER FACILITIES, CONTRACTOR SHALL SUBMIT EQUIPMENT SPECIFICATIONS, WEIGHT AND DEFLECTION CALCULATIONS FOR APPROVAL. 9. CONTRACTOR SHALL VERIFY AND REQUEST CONSTRUCTION WATER SOURCE AND AVAILABILITY PRIOR TO STARTING OF GRADING. 10. STATE HEALTH DEPARTMENT REQUIRES CERTIFIED BACKFLOW DEVICES ON ALL HARD PLUMBED CONNECTIONS TO DISTRICT CONSTRUCTION METERS. 11. ACCESSING OR WORKING WITHIN VALLEC/TOS WATER DISTRICT EASEMENT REQUIRES INSPECTION. 12. DISTRICT SHALL ASSIGN AN INSPECTOR FOR GRADING JOBS WHERE DISTRICT FACILITIES ARE IMPACTED. 1J. A BLASTING PLAN SHALL 8£ SUBMITTED FOR DISTRICT APPROVAL PRIOR TO THE USE OF EXPLOSIVFS NEAR DISTRICT FACILITIES. 12 14 ')\~' \ff·~"•••--• \I I I I ' = _--,l ' :, i : =:· .--c :;.·:;. -~ 15 ' -=~====1 i ' ' I ' ' :1 I HI -I, ' I' I I • ' ' 16 /1i'(', ' . ' ,. '· =.e==~ ~~ I I 17 ~'--'--"- ------------'-+,,.,:_,,, /:..----::~ ki~~~ 20 19 ' ' ' ' , 27 ' ' ' ' •\ . \ \ ' ' ' ' 22 I ®' I ' ' ' ' ' , ' , 26 .'·· ' ' ' ,, ' ", 25 ),,¾ ® ',,,, 24 " .. 60 , . 28 / 0 60 120 180 33 32 \ \ 18 I I SCALE !'= 60' f {!__ (' LEGEND SUBDIVISION BOUNDARY LOT LINE SHEET NO. FIRE HYDRANT PR/VA TE STREET LIGHT STORA/ DRAIN WATER LINE SEWER LINE RECYCLED WATER UN£ STREET SIGN DOUBLE STREET NAME SIGN DOUBLE STREET NAME SIGN WITH R1-1 SIGN CONDO UNIT NUMBER LOT NUMBER ---------- [XX] Q-------0 0 .r1- + * 1 CD ENGINEER OF' WORK 9t~J4/ DAVID A. BLALOCK R.C.E. NO. 62891 EXP. 6/30/10 "AS BUILT" 9oJBJJJ~- RCE b:l f3'1I EXP. tI,/30//).. 1/moa DATE REVIEWED BY: I.' j _<?, __ =--:_~_,.,,~A_J ___ ,c,, ___ ~_ --=--""-l#J_fu_ INSPECTOR / • DATE l-----l---+-----------+---t--t--t--tlsH2ml.c_1r_Y_O_F_CA_R_L_S_B_A_D~~ _ ENGINEERING DEPARTMENT ~ DATE INITIAL ENGINEER or WOR DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.3 APPROVED DAVID b.7:JV DEPUTY CITY £.NGINE£.R RCE c -., EXP. r ; / DWN BY: t CHKD BY·&/. RVWD BY: .6,e.is PROJECT NO. CT07-05 '11 I DRAWING NO. 457-8 R,\0510\~Eng\lr,prover>ents\Greens 13\0510ic02.ciwg[lSep-26-2008,13,C2 W.0. No. 2301-15 BIN : V.W.D. MAX# 071292 121108 I f-. PAO ELEVAnON VARIES 5' MIN. 1\ --) \\ 6' JO' PR/VA 7[ DRIVE (PUBLIC unLITY ACCESS EASEMENT) 15' 15' PROPOSED 4" CONCRE7f SIDEWALK" MODIFIED 4" CONCRE7[ ROLLED CURB AND GUT7fR (SEE DETAIL ~71-l-:-:,IS"--C'.SH:,,Ec.,:E,.T,.__,,_V'-.,..,, PROPOSED 8" PVC SWRt PROPOSED ,8• PVC WIR •4• !\C, PAVl;MENT-....0,.,h_ & 4 BASE (MIN.) PROPOSED 18" RCP SD Sc~ AS-/Jl/l'T PVMT $cCT/OIVS 8' 8' fil....:$.:'.'.~:':~:.'.'.'Ei'._'.T_;.:l~. -....-~,.._....__,___.__......--,~~--.,----,... A PORTION OF CINNABAR WAY (PVT.) •AC11JAL SIRUC11JRAL SECnON TO BE OE:TERMINED BASED ON 71-IE "R" VALUE 7fST, APPROVED BY 71-IE CITY ENGINEER (SEE SIRffT N07[ I ON SHffT I) T.t.~ 5.0 ., ELEVA noN SHOWN ON PLANS "PLACE 5.5" 71-1/CK PCC AT DRIVEWAY LOCAnONS JO' PR/VA 7[ DRIVE (PUBLIC UnLITY ACCE'SS EASEMENT) 6' 15' 15' 2JI -. ., ~i\\.l>ffi:';,' PROPOSED 8" PVC WTR VARIES 20' MIN. 2JI -/ BU PAD ELEVAnON PROPOSED 4 • CONCRE7f SIDEWALK" ~-MODIFIED 4" CONCRE7f ROLLED CURB AND GUT7fR (SEE DETAIL 71-IIS SHEET) NTS 6' VARIES 5' MIN. • 5' 2JI -~. • •• / I i 6" PAO ELEVAnON TYP PROPOSED 4 • CONCRE7f SIDEWALK" PROPOSED 8" PVC RW ~-MODIFIED 4" CONCRE7f ROLLED CURB ANO GU T7[R PROPOSED 8" PVC SWR 9' 1' (SEE DETAIL /HIS SH££T) 10' JASPER WAY (PVT.) AND A PORTION OF CINNABAR WAY (PVT.) 'ACTUAL SIRUCTVRAL SECnON TO BE DE7fRMINED BASED NTS ON /HE "R" VALUE 7fST, APPROVED BY /HE CITY ENG/NffR (SEE SIR££T N07[ 1 ON SH££T 1) T.f.= 5.0 .,. aEVA noN SHOWN ON PLANS " PLACE 5.5" /HICK PCC AT DRIVEWAY LOCA noNS JO' PR/VA 7[ DRIVE (PUBLIC unuTY ACCESS EASEMENT) 15' 15' 6' VAR/fS 5' MIN. , 5' 2% -2% -/ / I 'I /, PAO ELEVAnON JJ' PR/VA 7f DRIVE (PUBLIC UnLITY ACCESS EASEMENT) ~•'>-___ .r,VA'.l!:Rw;/£'2S_.2~0'--' ,.,Ml'!!N·~-~,--'6'--' --i------.LS16,,_,,5,_• _____ ~,_ ______ 1ce6c,.5c_' -----,1'-"-6'---.l'-~:..:.J\::.:R:=IE=-S-=5_' ccMl'-'N'-. \7---- ~ PROPOSED 4" CONCRETE SIDEWALK" J' MODIFIED 4" CONCRE7f ROLLEO CURB AND CUT7fR (SEE DETAIL /HIS SHEET) 2JI - •4" A.G. PAVEMENT & 4" BASE (MIN.) 2% -2JI -:;: ••• I 6" TYP EXISnNG ""'"""'"'"""" ' I '-6 • TYP---11- EXISTING 12" DIP SWR EXISTING 24" RMP SWR " (ABANDONED) ¥ 5' I EXISTING 6" SEWER EXISnNG 20" CML&C SEWER 10' ' "' 4" HYDROGEN J' PEROXIDE EXISnNG " 15" PVC SWR' V 10· 2.5' PROPOSED t8" PVC SWR I 1.5' 11' I PROPOSEO 8" PVC WIR A PORTION OF COPPER WAY (PVT.) (EAST OF JASPER WAY, LOOKING EAST) 'AC11JAL SIRUCTVRAL SECnON TO BE OE7fRMINEO BASED NTS ON IHE "R" )i~l.Jdfc:!J2JJ,J;?JJ(]YrD.,BY.JJl{j:JIY,,£!:!_~ SIREET N07[ 1 ON SHffT 1) T.I.= 5.0 ~t3J.: . ..1!}!3[ .. !'.XMT Sl:C. !fEET :2 .. A .,. ELEVA noN SHOWN ON PLANS -----······-·.,..-W EXISTING unLITIES TO BE PR07[C7[0 IN PLACE " PLACE 5.5" /HICK PCC AT DRIVEWAY LOCA noNS 39' PR/VA TE DRIVE (PUBLIC UnLITY ACCESS EASEMENT) // )3)djt, / / I 1. /1 1 PAD aEVAnON PROPOSED 4 • CONCRET.£ SIDEWALK- MODIFIED 4" CONCRE7f ROLLED CURB ANO GUT7fR (SEE DETAIL /HIS SHEET) g~ff7fitffi G-1)--t~ 2 ~:S r -~~ ~, --~"']I~~ 22.5' 16.5' •4• A.C. PAVl;MENT & 4" BASE (MIN.} 2% VARIES 5' MIN. PROPOSED 4" ---- CONCRETE SIDEWALK 6• TYP EXISTING 12" DIP RW EXISTING 24" RMP SWR (ABANDONED) 5' 5' EXISTING 6" SEWER EXISTING 20" CML&C SEWER 10' EXISnNG 4" HYDROGEN PEROXIDE EXISnNG 15" PVC SWR 10' J' PROPOSED t8" PVC SWR I 2.5' 1.5-l 11' , I l , 6" r,p..--jl- PROPOSED 8" PVC WIR A PORTION OF COPPER WAY (PVT.) (WEST OF JASPER WAY, LOOKING EAST) 'AC11JAL SIRUC11JRAL SECTION TO BE DE7fRMINEO BASED NTS ON /HE "R" VAL E ~E CITY ENCIN££R (SEE SIRffT N07[ 1 ON SHffT 1) T.I.= 5.0 "$Eli' /7$-IJV/t.T .PVMT~T~ Y ELEVA noN SHOWN O P N ~...,,..._.,.._.,...tn EXISnNC UnLITIES TO BE PROTECTED IN PLACE " PLACE 5.5" /HICK PCC AT DRIVEWAY LOCA noNS PAO aEVATION PROPOSED 4 • CONCRETE SIDEWALK~ MODIFIED 4" CONCRE7f ROLLED CURB ANO CUT7fR (SEE DETAIL /HIS SH££T) .. I ' I q_ A.H. PROPOSED 18" RCP PLACE MORTAR AROUND PROPOSED 18" RCP. PROPOSED 18" RCP A - A -EXTEND CONCRETE TO THE OUTSIDE OF THE WALLS IN BROKEN our AREAS. PLACE 2.5' OF CONCRETE (560-C-2500) IN BASE OF EXISTING TYPE 8-1 INLET. SECTION A-A RETROFIT TYPE B-1 INLET DETAIL (PRIVA.Tf) SEE SHEET 4 I' [l) ,_._, Cl:: :a: ::, -P. I. '-' ...J 3' NTS 2· 11, •• /l6 MODIFIED 4" ROLLED CURB SECTION (PRIVAlE') .,. ELEVA noN SHOWN ON PLANS NTS 2 GRA7fS PER 0-1J ,t 0-15 TOP OF ~SIN=J00.00 ===-::--i -TOP OF RISER=2r8.;j/} ACCESS HOLE PER VWD OWG. NO. S-1 MODIFIED TO 6'-0" DIA. NOTE 1: BREAK OUT EXISTING JO" PIP[ AS NECESSARY ro FORM TROUGH NOTE 2: INSIDE OF ACCESS HOLE SHALL BE LINED WITH RAVEN COATING SYSTEMS' 405 EPOXY COATING SYSTEM, SEE SPECIF/CATIONS ON SHEET IO ~i'tf:;/1]?~-"':;_-BOTTOM OF ~SIN=29J.OO 16 " (~SE OF 1.8" ORIFICE) OR/f/CE OE'BRIS RACK!', (Sl'E JIINf e.now} MOD. DOUBLE G-2 CATCH BASIN 24' PR/VA 7[ DRIVE '---+------'--'--WOT, J.: COWTRACTOR SHALL N, .. VARIES 5' MIN. 6' 5' 1 2% (PUBLIC unuTY ACCESS EASEMENT) 12· 12· 2JI - PROPOSED 6" CURB 2JI - -,.ccc,-,1 '---+----~~coOClJ)fN.4Tf= clJN.fTRUCTION OF ACCESS SHELF SLOPE 12:1 (MIN.} f/01.£ NO, 1 WIT// 11/lfJ INSPEZroR. -'-'"-1-EXISTING 30" VCP . ' /J REBARS E\leNLY SPACED AND SPOTWELDED TO END OF POST (80111 SIDES) J"x j• G4LV. STE[L BAR SPOTWELDED ro REBARS • -ANCHOR BOLT SEE DETAIL 5• PAO ELEVAnON PAD ELEVA noN ·-·-------·········-·-·------------··· ....... ~t;217iJ_;l]l.1._~~' 8" PVC STAINLESS STEEL i "¢ x 7" BOLT & i" STAINLESS STEEL NUT I LEFT PROPOSED 8" PVC W1R TYP PROPOSED 4 • CONCRE7f SIDEWALK" PROPOSED 4" CONCRE7f SIDEWALK" PROPOSED 8" PVC WIR PROPOSED 8" PVC SWR 9' 10· ~-MODIFIED 4• CONCRE7f ROLLED CURB AND GU T7fR (SEE OfTAIL /HIS SH££T) JASPER WAY (PVT.) ADJACENT TO RV PARKING LOT •ACTUAL SIRUC11JRAL SECnON TO BE DE7fRMINEO BASED NTS ON /HE "R" VALUE 7fST, APPROVED BY 71-IE CITY ENGINEER (SEE SIR££T N07[ 1 ON SH££T 1) T.I.= 5.0 ., aEVA noN SHOWN ON PLANS 'PLACE 5.5" /HICK PCC AT DRIVEWAY LOCAnONS 48' PR/VA TE DRIVE (PUBLIC unuTY ACCESS EASEMENT} 5.5' JJ' 15' 5.5' 20' 10' 2% 2% -2% 2JI -... •, -... -,, . PROPOSED 4" CONCRETE: SIDEWALK PROPOSED PROPOSED : T~; \_PROPOSED 4" CONCRETE SIDEWALK --PROPOSED 6" CURB AND GUTTER 8" PVC WIR 8" PVC SWR ,, . 11' -~9INNABAR WAY(PVT.) ENTRY 6' PROPOSED 18" RCP SD ,]~11.JAL SIRUC11JRAL SECTTON TO BE 0[7[RMINED BASED ON /HE "R" VALUE 7fST, APPROVED BY /HE CITY ENGINEER (SEE SIREET N07[ I ON SHEET I) T.I.= 5.0 ., [LEVA noN SHOWN ON PLANS VALLECITOS WATER DISTRICT APPROYEO BY: .,1.,~:..=~-4-+==------- NTS MOO/FICO 4" CONCRE:7[ ROLLED -~ CURB AND GU T7fR I (Sf£ DETAIL /HIS SH££T) PROPOSED t k 8" PVC SWR -~ #---5~•-6' TRONA WAY (PVT.) •AC11JAL STRUCTURAL SECnON TO BE DE7fRMINED BASED ON /HE "R" VALUE 7fST, APPROVED BY /HE CITY ENGINEER (SE£ STREET N07f 1 ON SHEET 1) T.I.= 5.0 ., [LEVA noN SHOWN ON PLANS " PLACE 5. 5• /HICK PCC AT ORIVEWA Y LOCA noNS NOTES: 1 Flo-Gard+PLUS (curb mount) high capacity catch basin inserts are available in sizes to fit most industry-standard catch basin sizes and styles (sea specifier chart). Refer to the Flo-Gard™+PLUS (wall mount) insert for devices to fit non-standard or combination style catch basins. 2 Filter insert shall have both an "initial" filtering bypass and "ultimate" high-flow bypass feature. 3 Filter assembly shall be constructed from stainless steel (Type 304). 4 Allow a minimum of 2'-0" of clearance between the bottom of grate and top of inlet or outlet pipe(s). Refer to the Flo-Gard1~ insert for "shallow'' installations. 5 Filter medium shall be Rubberize'® installed and maintained in accordance with manufacturer recommendations. CURB INLET-SIDE VIEW SCALE: NONE CATCH BASIN FILTER BASKET _.....--- FOSSIL ROCK'" FILTER MEDIUM POUCH ~---CPR\ VATE.,___ __ ~ FLO-GARD™ +PLUS CATCH BASIN FILTER INSERT (Curb Mount-Installation Options) CURB INLET KriStar Enterprises, Inc., Santa Rosa, CA (800) 579-8819 06/04 FILTER BODY NTS CURB OPENING EX JO" VCP 284.20± IE FLOW - "CLR 286.03 I[ CHANNEL ro FLOW IN AT SPRING LINE ACCESS HOLE NO. 1 DETAIL S[E: SHEET 4 NTS . .. . " 5" TYPE 'G' CURB AND GUTTER ~ ,,,, / • ""''':'I fl. '/ 'i" • ... .... , ~ ...v-.,,:;, • • • "\' l • ..,,,........,....,, • • :'I ,,. . ~ ~---. . . . \"\"\ ,,, /';,,.• :'\,'""' . . . :-,"\"\"\ ~ . • ......... 0 . . ,,, ~" ~ ,,, ~s . ~,,, ~ . ,,, • "'..1---. "\ . ~ ··D,..,""'' ' . . "\ .., ... GUTTER MODIFIED 4• ROLLED ''' '' FLOWLINE CURB (S EE DETAIL IS SHEET) •.• .... 3/8" X 3" ANCHOR BOLT (3 PER SECTION) I ' ;_, ANCHOR DETAIL ........,_,__.., TH ODIFIED ROLLED CURB TO M TY, PE 'G' CURB TRANSITION DETAIL(PRIVATE) NTS /,)-II l>/113 Vi\ A!:J-81/llT DATE INITIAL DATE PLANNING ENGINE[RJNG SURVEYING INITIAL ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL • I OPENING J"x ii" G4LV. S7fEL XIW.TELY BAR SPOTWELOED TO 1 SQ. INCH REBARS (, ONCR,TE fAD CLEAR OPEN,NG APPROXIMATELY 1 SQ. INCH· ANCHOR BOLT DETAIL DEBRIS RACK DETAIL N.T.S. N.T.S, ~ DEBRIS IW:K J9,PECON5tRvc.reO ON J'x3' COl1CRHE PAO MOD. Do Dar!! G~2cXtBHBASIN (PRIVATE) SEE SHEET 4 NTS ?t -~~ ENGINEER OF WORK <> NO. 62891 ~ ftt13JU '/J, EXP. 6/30/10 ;' ~8-~ .... ~'t -f{e 0,, CALii~ DAVID A. BLALOCK DATE R.C.E. NO. 62891 EXP. 6/.30/10 "AS BUILT" flJBJJL HUNSAKER mhslr1 & ASSOCIATES RCE ('g .:l. 8 ?I ~I .Jd(/;;_ DATE SAN DIEGO. INC EXP. 9707 Waple1 Street REVIEWED B~~' San Diego, C. 92121 PH(8S8)55I~500 · FX(8S8)551-1414 ~~.,.... -~-... _Jl/.JDJ_ INSPECTOR' DATE I SH;ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 0 IMPROV[M[NT ANO UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.3 APPROVED DAVID t)_ HJUS~ t~fLoe • DEPUTY CITV ENGINEER RCE 13.QBl EXP. r ,;~n/ 1n DWN BY, PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY:~ CT 07-05 457-8 CITY APPROVAL RVWD BY, 1'!6 . R•\0510\~Eng\lMproveMents\Greens l.3\0510ic03.dwg[]Sep-29-200B,15,Q7 W.O. No. 2301-15 BIN : V.W.D. MAX# 071292 121108 ! •• I ' i 1 1 I 11 l,i I ! l I PIANNINC ENGINEERING SURVEYING Q BEARING/DELTA N 52'56'2J" W 2 39·00•55• 3 N 88'02' 42" £ 0 BEARING/DELTA 2 N 52'56'23" W 3 4SJ4'23" 4 4SJ4'2J" 5 39·00•55• 6 N 88'02'42" E 7 89'58'26" 8 N 52'56'2J' W 9 39·00•55• 10 N 88'02'42' E 11 180·00·00· 12 N 52'56'2J" W 1 180'00'04' 14 N 52'56'2J" W I(': BEARING/DELTA 1 N 52'56'2J" W 2 N T56'2J" W 3 N 54'56'2J' W 4 N 79'13'29" W 5 6 ( 1 2 3 4 12·43•49• N 88'02'42" £ BEARING/DELTA N O'JJ'17" W N 59·51•24• W N 70'52'JJ" W N 88'02'42" E CENTERLINE DATA RADIUS LENGTH REMARKS 144.64' 100.00' 68.09' 27.27' CURB DATA RADIUS LENGTH REMARKS 20,00' 31.42' 6" TYPE G C&G 28.79' 6" TYPE G C&G 2J.86' 6" TYPE G C&G 30,00' 2J.86' 6" TYPE G C&G 85.00' 57.88' VARIES 6"-4" 27.27' 4 • ROLLED CURB 20,00' 31.41' 6' TYPE G C&G 71.64' VARIES 6"-4' 115.00' 78.31' 4 • ROLLED CURB 27.27' 4 • ROLLED CURB 5.00' 15.71' 6' MEDIAN CURB 20.00' 6' MEDIAN CURB 5.00' 15.71' 6' MEDIAN CURB 20.00' 6' MEDIAN CURB WATER DATA RADIUS LENGTH REMARKS 20,00' a• PvC CL-150 JS.36' 8" PvC CL-150 41.J1' a• PvC CL-150 11.05' s• PvC CL-150 250.00' 55.55' 8" PvC CL-150 7.96' 8" PvC CL-150 SEWER DATA RADIUS LENGTH REMARKS 79.22' 8" PvC $DR JS 68.55' 8" PVC $DR-JS 54.46' 8" PvC SOR-JS JS.BJ' 8" PvC SOR-JS STORM DRAIN DATA C PRIVATE) 0 BEARING/DEL TA RADIUS LENGTH REMARKS I N 59·51•24• W 72.71' 24' RCP 1350-D • 2 J1'48'42" 100.00· 55.52' 24' RCP 1350-D .A 3 N 88'02'42' E 22.77' 24" RCP 1350-0 4 N JTOJ'Jl" E 39.28' 12" PvC SOR-JS 5 N 3703'37" £ 5.25' 24' RCP 1350-D 6 N 19'03'07" £ 24.53' 24' RCP 1350-D • 7 48'36'47" 45.00' 38.18' 24" RCP 1350-0 + • WATER-TIGHT JOINTS REQUIRED, SEE PROFILE A USE 8' PIPE LENGTHS BEVELED ON THE SPIGOT ENO + USE 4' PIP£ LENGTHS BEVELED ON TH£ SPIGOT END HUNSAKER & ASSOCIATES SAN DIECO, INC. 9707 Waples Street San Diego, Ca 92121 PH(858)SS8·4S00· FX(8S8)SSS.1414 DESCRIPTION EXTENDED DETENTION BASIN FLOGARO INLET FILTER R/W----. QUANTITY 1 EACH 2 EACH DATE INITIAL ENGINEER or WOR> 0 REVISION DESCRIPTION 13+00 2;:.0 ___ ~40 SCALE 1 " -20' EXISTING JO' SDG&E COMPANY EASEMENT TO REMAIN RECORDED JULY 27, 1960 FILE NO. 151772 POTABLE WATER HGL 550 RECYCLED WATER HGL 550 PRIVATE LANDSCAPE EASEMENT PER DOC. NO. 07-0777222 REC. DEC 17, 200 7 GENERAL UTILITY AND ACCESS EASEMENT PER FINAL MAP PRIVATE DRAINAGE EASEMENT TO REAL ESTATE COLLATERAL MANAGEMENT OVER LOTS 9, 10, & 11 PER DOC. NO. 2007-0777223, REC. JAN. 17, 2007 PRIVATE ACCESS EASEMENT TO PALOMAR CONGREGATION OF JEHOVAH'S WITNESSES, VISTA, CA, INC. OVER A PORTION OF LOT 10 PER DOC. NO. 2007-0439413, REC. JUNE 29, 2007 OPEN SPACE EASEMENT TO CITY OF CARLSBAD PER FINAL MAP SIGHT DISTANCE CORRIDOR 60 ' S4W CUT LINE 2.0" MIN.-2.0' MIN CR/NO EXISTING PAVEMENT ANO FEATHER OVERLAY FOR SMOOTH TRANSITION AC PAVEMENT AND BASE' GRIND AND OVERLAY DETAIL NOT TO SCAL£ ENGINEER Of' WORK /l~~w1IJ~~'-------1biM~ ~~BLALOCK DATE R.C.E. NO. 62891 EXP. 6/30/10 "AS BUILT" .---------18121wL __ 10/2.s-/11 VALLECITOS WATER DISTRICT EXP. DATE " DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL Drf.J }¥ER ,, APPROVED DEPUTY CITY ENGINEER RC£ 3.3081 EXP. I : / -.i;n I 1 n OWN BY:_~~- CHKD BY: &7 RVWD BY: =,i!6 PROJECT NO. CT 07-05 DRAWING NO. 457-8 R:\051 0\&Eng\lmprovements\Greens 1.3\051 0k04.dwg(]Sep-26-2008:14: 14 W.O. No. 2301-15 BIN : V.W.D. MAX# 071292 121108 ···--. ------ ------- ----- :::::: CENTERLINE DATA I l BEARING/DELTA RADIUS LENGTH 1 N 88"02'42" E 6.99' 2 46'25'20· 100.00' 81.02' .J N 41'J7'22" E 111.66' 4 19·12'10· 100.00' JJ.52' 5 N 22·25•12• E J7.67' 6 107'26'5J" J9.00' 7J.14' 1 N 50·01•55• w 16.00' CURB DATA 0 BEARING/DELTA RADIUS LENGTH 1 N 88'02'42" E 8.99' 2 46'25'20" 85.00' 68.87' .J N 41'J7'22" E 38.40' 4 90"00'00" 1.00' 1.57' 5 N 48"22'38" W 19.00' II N 41'J7'22" E 45.00' 7 N 48'22'38" W 19.00' s go·oo·oo· 1.00' 1.57' 9 N 41'J7'22" E 28.27' 10 19"12'10" 85.00' 28.49' 11 N 22·25•12• E J7.36' 12 104"27'J2" 60.00' 109.J9' 1. 49"47'JJ" 4.00' J.4-8' 14 N 77'05'10" E 7.44' IS 52'46'55" J.68' 16 N 50'07'55" W 2.65' 1, N 88"02'42" E 6.99' 18 46'25'20· 115.00' 9.J.18' 19 N 41'J7'22" E 111.66' 20 19"12'10· 115.00' JB.54' 21 N 22·25'12• E J6.10' 22 107'26'5J" 24.00' 45.01' 2-N 50'07'55" W 15.53' WATER DATA I l BEARING/DELTA RADIUS LENGTH 1 N 88'02'42" E 22.75' 2 N 6J"02' 42" E 60.61' .J N 41'J7'22" E 101.98' 4 19·12·10· 230.00' 77.09' S N 22'25'12" E 29.86' II N 65"25'12" E 19.80' 7 N 71"03'21" W 15.93' 8 N 50·07•55• W 26.00' SEWER DATA ( l BEARING/OELTA RADIUS LENGTH 1 N 88"02'42" E 17.42' 2 N 66"56'J2" f 48.16' J N 41'J7'22" f 143.60' 4 N 22"25'12" E 65.62' S N 67'25'12" E 6 J"27'21 • 18.10' 7 N so·o7•55• W 26.00' I[ REMARKS REMARKS 4• ROLLED CURB 4 • ROLLED CURB VARIES 4"-6" 6" TYPE G C&G 6" CURB 6" CURB 6" CURB 6" TYPE G C&:G 6" TYPE G C&:G 6 • TYPE G C&:G 6" TYPE G C&:G 6" TYPE G C&:G 6" TYPE G C&:G 6" CURB 6" CURB 6" CURB 4 • ROLLED CURB 4 • ROLLED CURB 4 • ROLLED CURB VARIES 4"-6" 6" TYPE G C&:G 6" TYPE G C&:G VARIES 6"-4" REMARKS 8" PVC CL-150 8" PVC CL-150 8" PVC CL-150 8" PVC CL-150 8" PVC CL-150 8" PVC CL-150 8" PVC CL-150 8" PVC CL-150 REMARKS 8" PVC SOR-JS 8" PVC SOR-JS 8" PVC SDR-35 8" PVC SDR-35 8" PVC SDR-35 8" PVC SDR-J5 8" PVC SDR-J5 12+00 TREATMENT CONTROL BMP TABLE 2 DESCRIPTION FLOGARD INLET FILTER 4 QUANTITY 2 EACH 5 "--1 STORM DRAIN DATA (PJUVArE) 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 N 88"02'42" E 6.99' 24" RCP 1350-D 2 46"25'20· 100.00' 81.02' 24• RCP 1350-D - J N 41'J7'22" f 9.23' 24" RCP 1350-0 4 N 41'J7'22" f 24" RCP 1350-D S 19·12·10· 100.00' JJ.52' 24" RCP 1350-D - 6 N 22"25'12" E 11.86' 24" RCP 1350-0 7 N 67'34'48" W 1J.25' 12• PVC SDR-35 8 N 67'J4'48" W 13.25' 8" PVC SOR-JS 13+00 -usE 8' PIPE LENGTHS BEVELED ON THE SPIGOT END 14+00 EXISTING 15' SEWER EASEMENT TO THE CITY OF CARLSBAD RECORDED FEB. 1.J, 1998 FILE NO. 1998-0077512 TO REMAIN EXISTING 20' VWD EASEMENT RECORDED JANUARY 27, 1969 FILE NO. 15564 TO REMAIN PRIVATE LANDSCAPE EASEMENT PER DOC. NO. 07-0777222 REC. DEC 17, 2007 GENERAL UTILITY AND ACCESS EASEMENT PER FINAL MAP PRIVATE DRAJNAGE EASEMENT TO REAL ESTATE COLLATERAL MANAGEMENT OVER LOTS 9, 10, & 11 PER DOC. NO. 2007-0777223, REC. JAN. 17, 2007 PRIVATE ACCESS EASEMENT TO PALOMAR CONGREGATION OF JEHOVAH'S WITNESSES, VISTA, CA, INC. OVER A PORTION OF LOT 10 PER DOC. NO. 2007-0439413, REC. JUNE 29, 2007 OPEN SPACE EASEMENT TO CITY OF CARLSBAD PER FINAL MAP 15+00 HUNSAKER & ASSOCIATES SAN DIEGO, INC Pv.NNING 9707 Waples Street DATE INITIAL ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558·4500 · FX(858)5S8-1414 ENGINEER OF woRi HORIZ. : 1"=20' VERT. : 1 "=4' 16+00 POTABLE WATER HGL 550 EX. 20" CML&C SEWER (CMWD) 20 0 20 40 60 ~ I 1---1 __ ~1 ---S-cC-A-LE=--1 "= 20' ENGINEER OF WORK DAVID A. BLALOCK R.C.E. NO. 62891 EXP. 6/30/10 ,,AS A~ULL-----DATE LA COSTA GREENS NEIGIIBORfIOOD 1.3 APPROVED DAVID At1::?f ~/ DEPUTY CITY ENGINEER RCE 3 3081 EXP. (It;;:/ ~n ,,, n II\ dS-f3UIL T DRAWING NO. DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWNBY:~- CHKD BY: I'-~-¥-.----=--_ RVWD BY: PROJECT NO. CT07-05 457-8 R:\051 O\&Eng\lmprovements\Greens 1.3\051 Olc05.dwg[]Sep 26 2008: 13: 19 W.O. No. 2.301 15 SIN ; I V. W.D. MAX# 071292 121108 i I l,1 I I 0 I 2 J □ I 2 3 4 5 6 7 8 9 10 11 12 I 14 15 16 I' ti ( ) I 2 3 ( ) I 2 3 BO.RING/DELTA N 50'07'55" W N 50·07'55" w 40'59'26" BO.RING/DELTA N 50'07'55" W 45·00·00· N 5'07'55" W 4736'44" 2741 •55• 84"50'48" 2'45'21" 84'50'48" N 9'22'51" W N 80'51'31" E N 50'07'55" W 32' I 7'13• 90·25•34• N 72'34'52" E 6"09'48" N 78'44'40" E 90'25'J4" 1'47'18" Bo.RING/DELTA N 50·07•55• W N 50'07'55" W 31'01'41" Bo.RING/DELTA N 50'07'55" W N 50·07•55• W 25'39'57" CENTERLINE DATA RADIUS LENGTH 97.56' 36.41' 287.50' 205.68' CURB DATA RADIUS LENGTH 41.46' 4.00' 3.14' 9.38' 4.00' 3.32' 304.00' 146.96' 30.00' 44.43' 332.65' 16.00' 30.00' 44.43' 2.54' 33.00' 133.97' 271.00' 152.71' 2.00' 3. 16' 17.99' 251.00' 27.00' 17.99' 2.00' 3.16' 271.00' 7.99' WATER DATA RADIUS LENGTH 105.56' 28.4 t' 275.00' 148.92' SEWER DATA RADIUS LENGTH 94.55' 39.42' 286.00' 128. 11' REMARKS REMARKS 6" CURB 6" CURB 6" CURB 6" 1YPE G C&G VARIES 4"-6" 6" CURB 6" CURB 6" CURB 6" 1YPE G C&G 5• CURB 4. RCLLED CURB VARIES 4"-6" 6" 1YPE G C&G 6" CURB 6" CURB 6" CURB 6" TYPE G C&G 6" 1YPE G C&G REMARKS 8" PVC CL-150 8" PVC CL-150 8" PVC CL-150 RE:MARKS 8" PVC SDR-35 8" PVC SOR-35 8" PVC SOR-JS 16+00 17+00 1--1--1--.c-' .c-' .c-' 0 ::s ~ "' -g i .., l ! a, a, 0 0 SEE SHEET 7 JASPER WAY (PVT.) -. -1,- -,~----- s-- --[ ___ s-- . . . . . ~ --- ... : ;. _ ..... _.-.. --------1- ---• .;..J- I L 13 II 0 .... <O "' ~~ "' "' =-] ...; "'" f 0) -~ l\. . fl; + -<O <O _,., -~ o- r-~ _,_";;::I CONSTRUCTION NOTES @ CONTRACTOR TO LOCATE: CATHODIC TEST STATIONS AND EITHE:R PROTECT THE:M IN PLACE OR RE:LOCATE AS N£C£SSARY. CONTRACTOR TO COORDINATE WITH A VWD CERTIFIED CATHODIC ENGINffR TO INSURE CONTINUITY @ CONTRACTOR TO SUBMIT LOAD CALCULATIONS FOR EQUIPMENT BEING USED PRIOR TO START OF WORK OVER E:XISTING VWO FACILITIE:S. .. a, " 0) ...; .., + " - .. ,. lb -. ,, bl ~ I " <O -~ + + .... -l] [ FOR 4" ROLLED C&G TC = CL-0.06' •··· bcc!=±=+=+-+c=t=ct=+=+c=1=-1=±,--+cc-+c=t=ct==t=t=t-,-cct=t=.t,=t=tc-ct--i=,t=1 UNLESS OTHERWISE FOR 6" TYPE G C&G TC = CL+O. 1 '1=. f'.-Cf UNLESS OTHERWISE SHOWN OTHER UTILITIES EXIST IN THIS AREA BUT ARE NOT SHOWN. DEPTHS ARE ESTIMATED FROM POTHOLE DATA TO BE BETWEEN 3' & 5'. CONTRACTOR TO VERIFY DEPTH OF EXISTING UT/LT/ES PRIOR TO CONSTRUCTING PROPOSED IMPROVEMENTS. 18+00 15 . ----L __ r """ J HUNSAKER & ASSOCIATES SAM DIEGO, INC Pl.ANNING 9707 Waples Street ENGINE[RlNC San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX(858)558·1414 ' "& ', ~ " ' " ' " ' ·.J': ' .-,, . ' .·• 1 +11.39 PCR 3 0.90 TC 19+J7.25 PCR 320.49 TC ANG PT 19+34.18 E:C CB~16.50'RT 320.46 TC SHOWN 20+00 20 0 .. I PROFILE SCALES HORIZ. : 1"=20' VERT. : 1"=4' POTABLE: WATE:R HGL 550 £XISTING t 5' SE:WE:R fASEME:NT TO THE CITY OF CARLSBAD RE:CORDED FEB. 13, I 998 FILE NO. t 998-00775 I 2 TO RE:MAIN fXISTING 20' VWD fASE:ME:NT RE:CORDE:D JANUARY 27, 1959 FIL£ NO. t 5564 TO REMAIN PRIVATE: ORA/NAG£ £ASEM£NT TO RfAL £STATE COLLATERAL MANAGEME:NT OVER LOTS 9, 10, & 11 PER DOC. NO. 2007-0777223, RE:C. JAN. t 7, 2007 G£N£RAL UTILITY ANO ACCE:SS £ASEMENT PER FINAL MAP PR/VAT£ ACCESS £ASEM£NT TO PALOMAR CONGRE:GATION OF J£HOVAH'S WITNESS£$, VISTA, CA, INC. OVER A PORTION OF LOT IO PE:R DOC. NO. 2007-0439413, REC. JUNE: 29, 2007 SCALE 1"-20' 60 ENGINEER OF WORK >-=@~'81tl~ ___ o/lnlas DAVID A. BLALOCK DATE R.C.E. NO. 62891 EXP. 6/30/10 "AS BUILT" ~/3lU 10/2.s/11_ RCE t..,;t/39/ OAT[ REVIEWED BY: l----+--+----------+----+---t---+---11 SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ ~==--====~===========::::'.-'==~ 1----+--+-----------------t-----t---t---t---1 IMPROVE.ME.NT AND UTILITY PLANS FOR: D DATE INITIAL ENGINEER or WOR LA COSTA GREENS NEIGIIBORHOOD 1.3 LT DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN B'f:_.,,_~- CHKD BY:_Pd RVWD sv,':'li/d PROJECT NO. CT 07-05 DRAWING NO. 457-8 R:\051 O\&Eng\lmprovements\Greens 1.3\051 Oic06.dwg[)Sep-26-2008:13:20 W.O. No. 2301-15 BIN : V.W.D. MAX# 0712'.;2 121108 I I I I I I I I I I. 11 11 I 'I I, II 1: I' " I I, I: i 1· ,, II BEARING DELTA 1 N 39·s2'05• E 2 45'38'20" 3 N 5·45•15• W D BEARING DELTA 1 8723'16" 2 N 39"52'05" E 3 +5"J8'20" 4 N 5'46'15" W 5 90"14'57" 6 N 39"52'05" f l +5"J8'20" 8 N 5'46'15" W BEARING 0£LTA 1 N 39·s2•05• £ 2 N 1722'05" f 3 N 5'46'15" W BEARING/DfLTA N 39·52•05• f 2 10"20'48" 3 N 5'46'15" W 4 N 5'46'15" W CENTERLINE DATA RADIUS LENGTH 65.46' 50.00' J9.83' 218.62' CURB DATA RADIUS LENGTH J0.00' +5.76' 12.96' JS.00' 27.88' 218.62' 20.00' 31.50' 28.96' 65.00' 51.78' 218.62' WATER DATA RAO/US LENGTH 87.87' 31.46' 224.23' SEWER DATA RADIUS LENGTH 72.66' 250.00' 45.15' 1J8.0J' 65.31' 16+00 REMARKS REMARKS 6" 1YP£ G C&G 6" TYPE G C&G 6" 1YP£ G C&G fX. 6" TYP£ G C&G 4 • ROLLED CURB 4 • ROLLED CURB 4 • ROLLED CURB 4 • ROLLED CURB RfMARKS 8" PVC CL-150 8" PVC CL-150 8" PVC CL-150 RfMARKS 8" PVC SDR-35 8" PVC SDR-35 B" PVC SOR-JS 8" PVC SOR-JS (FR) CONSTRUCTION NOTES @ CONTRACTOR TO SUBMIT LOAD CALCULATIONS FOR EQUIPMENT BEING USED PRIOR TO START OF WORK OVER £X1STING VWD FACIL/Tl£S. DOUBLE STREIT NAM£ SIGN ATTACHED TO STREIT LIGHT - 18+00 PR/VAT£ DRAINAGE EASEMENT TO REAL ESTATE COLLATERAL MANAGEMENT OVER LOTS 9,10, & 11 PER DOC. NO. 2007-0777223, REC. JAN. 17, 2007 GENERAL UTIL/1Y AND ACCESS EASEMENT PER FINAL MAP PRIVATE ACCESS EASEMENT TO PALOMAR CONGREGATION OF JfHOVAH'S WITNESSES, VISTA, CA, INC. OV£R A PORTION OF LOT 10 PfR DOC. NO. 2007-0439413, RfC. JUN£ 29, 2007 SIGHT DISTANC£ CORRIDOR LOT 4 OF PARCEL 20174 fXISTING CURB & GUTTER SEE DWG 442-7A - .., - 0 0 ------------1====-====+= 0 20 40 ----- SCALE 1 "-20' HORIZ. : 1"=20' VERT. : 1 "=4' POTABLE WATER HGL 550 60 MP-+'4..-..+J.,.,.,.,-,.,.........,,++..,;,,,-,--,d,-+;-,.,.,.,..-\-,-,..,+,-,--,-,,;,: ;;:....,;,,,+,-,;.,&,.,;.;;,,,'-(3}-· .:..· ...:.,._;.,.;;-,--,-T~ ., . '. . ---,.,_, -.. ·, ' -· . f.-+--h-~* "-"-f-+-f*'-+'c*·ci·· = ~ ·. • ... -., -. , 3y: ,. ·, g --1 + "' -25 JASPER WAY (PVT.) ENGINEER Of" WORK ~. . . .• ~ .. -:-_ ·.' ..... rlu!aa ., -,,j ·• ., 'i ,, ,, ~~!J9 ,, ' I ,, ,, ,, •I., ·, ,, ,, ' ' ,, ' "' y HUNSAKER & ASSOCIATES JAM DIECO. INC. DAVID A. BLALOCK R.C.E. NO. 62891 EXP. 6/30/10 DATE "AS ili~Bll~'./1 __ BUILT" RCE /'Q;;l.8'?/ EXP. w/,8>/a._ _10/zsltr DATE ' • Pl.ANNING 9707 Waples Street REVIEWED BY: ~~ ENCJNEERING San Diego, Ca 92121 28 SURVEYINC PH(8S8)S58·4500· FX(BS8)5S~1414 ~<$-.,,,.J,.. . 'I \ t ~ /4 ( INSPECTOR cf """° "DATE 26 "' I "' + + "' 27 ".--~=-,--_...:.-:......_ ____ --r-_~--r--r-.,-;:::::==~::::::::::::::==========:::;-;:::;~~ -----~; ~ ~ ·dl---+--+-------------+----t----t---t----i CTJ cirYEN£rRINf !~~~~Ao ~ ENGINEER or WOR IMPROVEMENT AND UTIU1Y PLANS FOR: LACOSTA GREENS NEIGIIBORHOOD L3 APPROVED R:\0510\&Eng\lmprovemenls\Greens 1.3\0510ic07.dwg(]Sep 26 2008:14:22 W.O. No. 2301 15 13/N : V.W.0. MAX# 071292 121108 ' 'I CENTERLINE DATA ( ) BfARING/DE:LTA RADIUS LE:NGTH RE:MARKS I N 5'46'15" W 88.4-0' 2 35·25•15• 85.00' 52.57' 3 N 29·4-0•00• f 73.21' 4 N 29·4-0•00• f 105.66' CURB DATA □ BE:ARING/DE:LTA RADIUS LE:NGTH RE:MARKS I N 5'46'15" W 23.70' 6" TYPE: G C&G 2 90·00·00· 1.00' 1.57' 6" TYPE: G C&G 3 N 84'13'45" f 17.00' 6" PLANTE:R CURB• 4 N 5'46'15" W 27.00' 6" CURB 5 N 84'13'45" f 17.00' 6" CURB 8 90·00·00· 1.00' 1.57' 6" TYPE: G C&G 7 N 5'46'15" W 26.40' 6" TYPE: G C&G 8 35·25•15• 100.00' 61.85' 6" TYPE: G C&G 9 N 29·4-0•00• f 178.87' 6" TYPE G C&G 10 N 5'46'15" W 88.40' 4 • ROLLE:0 CURB 11 24'4-0'41 • 70.00' 30.15' VARIF:S 4 • -6 • 12 90·49•49• 1.00' 1.59' 6" TYPE G C&G I. N 70'15'44" W 16.99' 6" CURB 14 9·55•44• 52.00' 9.01' 6" CURB 15 N 29·4-0•00• f 9.00' 6" CURB 15 N 60'20'00" W 17.00' 6" CURB I, 90·00·00· 1.00' 1.57' 6" TYPE: G C&G 18 N 29·4-0•00• f 168.87' VARIE:S 6"-4 "-6" 19 N 5'46'15" W 19.50' E:X. 6" TYPE: G C&G • Sff DE:TAIL ON THIS SHE:E:T WATER DATA C l BE:ARING/DE:L TA RADIUS LE:NGTH RE:MARKS 1 N S46'15" W 103.07' 8" PVC CL-150 2 N 16'4-3'45" f 24.06' 8" PVC CL-150 3 N 29·40•00• E 75.27' a• PVC CL-150 4 N 29'40'00" f 65.94' 8" PVC CL-150 5 N 25'40'00" f 28.67' a• PVC CL-150 6 N 29'4-0'00" E 11 .15' 8" PVC CL-150 ~-------...,,--~------------~-·~........,,_,---~__.,,,,..---,----..,.,.-.-. RECYCLED WATER DATA ~ { , iJ!LGIDE:L TA RADIUS LE:NGTH RE'. p_•>.-. A N S46'15" w 95. • PVC CL-150 ~ B N 1o4-J'45" f 27.50' a• PVC CL 150 C N 29·4-0•00• f 3,<. , D" PVC CL 150 D .......... , 350.00' 25.24' 8" PVC SEWER DATA ( ) BE:ARING/DE:LTA RADIUS LE:NGTH REMARKS I N 5'46'15" W 85. l.S' 8" PVC SDR-35 2 t.5'2..dt>S" zoo, />O' 88.4-;J' 8" PVC SOR-35 3 N 29'40'00" f 4-'f.])f 8" PVC SOR-35 r i I i I 19+00 ~ 4" 20+00 E:XISTING 30' PRIVATE: ACCfSS E:ASE:ME:NT FOR THE: BE:NE:FIT OF PARCEL 2 OF PARCE:L MAP 1110 PER DOCUME:NT RE:CORDE:D NOVE:MBE:R 15, 2006 AS FILE: NO. 2006-0813909 TO REMAIN PRIVATE: LANDSCAPE: E:ASE:ME:NT PE:R DOC. NO. 07-0777222 RE:C. DE:C 17, 2007 GE:NE:RAL UTILITY AND ACCfSS E:ASE:ME:NT PE:R FINAL MAP ------ • •---·\JllP."h''°-+'=l=fe ---'1 '"'vi -...... ..,, ::::::::~ "' C"( PRIVATE: DRAINAGE: E:ASE:ME:NT TO RE:AL E:STATE: COLLATE:RAL MANAGE:ME:NT OVE:R LOTS 9,10, & 11 PE:R DOC. NO. 2007-0777223, RE:C. JAN. 17, 2007 PRIVATE ACCESS E:ASEMENT TO PALOMAR CONGREGATION OF JF:HOVAH'S WITNE:SSE:$, VISTA, CA, INC. OVE:R A PORTION OF LOT 10 PE:R DOC. NO. 2007-0439413, RE:C. JUNE: 29, 2007 OPEN SPACE: E:ASE:ME:NT PER FINAL MAP ..,,..--~../-- f--~-~ ( 1---18"---, ,! "' PROJE:CT BOUNDARY 28 COMPACTED SUBGRADE--------1fil --11" 6" PLANTER CURB DETAIL N.T.S. 21+00 : ,_.J• • I JH;)J,:> P\ANNINC ENGINEERING SURVEYING ,r ,.r HUNSAKER & ASSOCIATES !AN DlfCO, INC 97rrl Waples Street San Diego, Ca 92121 PH(858)558·4S00· FX(858)SS8·1414 - -+--+-+ +-'--+-+--+ ,"CCi, =!c-r-+ ,-_ .·t =-t-c---t-c--• -' c'-'----+-+-+-----1° ---1=--±...+--"I - ------_ -_ -.~L--""-. -... ---- - ---- PROFILE SCALES HORIZ. : VERT. : POTABLE: WATE:R HGL 550 RE:CYClED WATE:R HGl 550 20 0 20 40 60 SCALE 1 "= 20• ------------. t; I • tl ~ s: (.)"' ffi <Id~ (/j ii r-"' 0. ~ .s g 8 <) ffi '? -.: 1--C" t;; ls <3 1 ~i11:5 ... ~ ~ :g "'..: ~ '6 l,J II "' C, ':l <o • :'ti ~~c,~ "' J: <> "' " 0 0 + It! + + r5 ffi r5 ~ i';S ~ o::eo..11:: • I ENGINEER OF \{ORK u/[JUL----=-=~~~1'=-hJ&~6 DAVID A. BLALOCK DATE R.C.[. NO. 62891 EXP. 6/30/10 • I INSPECTOR t' --~ 1 DATE ... ,., ---------- 1-----+---+-----------+------+--+----t-------i I SH~ET I CITY OF CAR LS BAD ~ ~==~===:::E:::N:::G:::IN:::E:::E:::Rl:::N::':G=D=E=P=A:::R:::TM:::E"::N:=T==='---':~===: IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORIIOOD 1.3 APPROVED DAVID A ~_,, DEPUTY CITY ENGINEER RC£ ~';;;;-;-;'c,. •• ~/(-,,_AL l-----+---+-.1,._--A-,!l-=---s-=-1-1-1-:-t,-r-----------t----+-----it----t----i ~~~~===~::.-=-=-=.;.;~.='.;=-=;-=-"'-;-='!..=-=,~;:-,=-=-=-==-=-=-=~~ I0-/1 D OWN BY:_,:/. PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: if.mt/£ CT 07-05 457-8 ENGINEER or WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: - R:\051 O\&Eng\lmprovements\Greens 1.3\051 Oic08.dwg[]Oct-01 -2008: 14:31 W.O. No. 2301-15 BIN : V. W.D. MAX# 071292 121108 11 I! Ii 1: II II II. 1 1 1 I I 11 1 I' 1 I '' i; I I I II ll: II, i II ' ji 1:r 111 I II I, II II I II II ! I 270+00.00 EL CAMINO REAi END REMOVAL OF EXISTING BIKE LANE STRIPING RI-I "STOP" SIGN W/ DOUBLE STREET NAME SIGN R6-1 "ONE WAY" (RT) SIGN L-t1~t--t-LL, -q ~ I, f 12" WHIT[ LIMIT LIN[&: ·srop• I\ t 1'-; 1-A24D ,.,_ '-~ PAVEMENT LEGEND (:7ERMOPLASTIC) ~' '-J • 'CJ PER CALTRANS STD DWG/UE &: / I\ \ " I I ' I I~ I\ I\ I... // .... \ I Id.. 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'+ •• =.,,'j. ,~.=..... =-+=+c=iccc+=-t=ic=-i=+--+-c+=+=1=c±=c1r-+-~-+-'-''--'--"---'--1 PROFILE SCALES ----------------·-----------------------·· ------·-1--1-' -------· ..... -1---,:: --+--+-+ ·+--1--+-• •--+-"-+C-'+- 10+00 11+00 CENTERLINE DATA 1 ~ BEARING/DELTA 1 N 60"11'08" W □ BEARING/DEL TA N 60"11'08" W 2 N 29"48'52" E J N 60" 11 '08" W 4 N 29"48'52" E 5 N 60"11'08" W 6 N 29'48'52" £ 7 N 60" 11 '08" W 24" NO PARKING FIRE LANE EXCEPT IN DESIGNATED SPACES VEHICLES IN VIOLATION WILL BE CITED OR TOWED AWAY AT OWNER'S EXPENSE CMC 17.040.130 POLICE 931·2100 RADIUS LENGTH REMARKS 174.18' CURB DATA RADIUS LENGTH REMARKS 159.19' VARIES o• 4• 24.00' 6" CURB 105.14' 6" CURB 18.00' 5• CURB J6.00' 6" CURB 18.00' 6" CURB 17.99' 6" CURB . 5• & ~ &. DOUBLE STREET NAME SIGN ATTACHED TO STREET LIGHT GENERAL UTILITY AND ACCESS EASEMENT PER l'/NAL MAP PRIVATE LANDSCAPE EASEMENT PER DOC. NO. 07-0777222 REC. DEC 1 7, 200 7 'J TRONA WAY (PVT) PRIVATE DRAINAGE EASEMENT TO REAL ESTATE COLLATERAL MANAGEMENT OVER LOTS 9,10, & 11 PER DOC. NO. 2007-0777223, REC. JAN. 17, 2007 ----------·-----------+--+ --+-+--+~ ·--·t --si 32 / / / Ii:: ~ <( ~~ <6 0) "' ... +,,; -"' -,.., ~ '<l >--(/) v,31: <( <( " I- ., ~~ ": J: --'-' I:! " -~i:5 +..J + -I---(/) -CJ - 12+00 BEARING/DELTA 1 N 60" 11 '08" II' I< BEARING/DELTA 1 N 60' 11 '08" II' ' I I POTABLE WATER HGL 550 WATER DATA RADIUS LENGTH REMARKS 160.15' 8" PVC CL-I50 SEWER DATA RADIUS LENGTH REMARKS 166.76' 8" PVC SOR-JS ENGINEER or WORK 121&1/ DAVID A. BLALOCK R.C.E. NO. 62891 EXP. 6/30/10 "AS BUILT" 11~8 DATE fJJBllf 10/1slt1-- RCE <,,.:J.8?/ EXP. &/3o//:2. REV. IEWED BY: L' fl C ,.n,..., ,A~ INSPECTOR £ DATE ~ML ·-.... DATE "NO PARKING FIRE LANE" SIGN DETAIL £ OPEN SPACE EASEMENT PER FINAL MAP 1------<---+------------+----+---+--+--fl s~ET l._c_1_TY-=O=F=C~A=R=L=s=s_A_D~~ ENGINEERING DEPARTMENT ~ NOTES: N.T.S. 1. USE RED LETTERING ON WHITE BACKGROUND. IMPROV[M[NT AND UTILITY PU\NS FOR: 2. SIGN MUST BE APPROVED BY THE POLICE DEPT. ANO FIRE MARSHALL PRIOR TO INSTALLATION. I LA COSTA GREENS NEIGHBORIIOOD 1.3 20 0 20 40 60 I HUNSAKER & ASSOCIATES SAN DIEGO, INC APPROVED DAVID A.~R~ DEPUT'r' CITY ENGINEER RCE 3 3081 EXP. I '~, 1 '1 n ® © ® © INSTALL "BIKE LANE" • -• PER CALTRANS STD DWG A24D & A24A (BIKE LANE ARROW) (THERMOPLASTIC) SCALE I'= 20' PLANNING 9707 Waples Street OWN BY: PROJECT NO. CT 07-05 DRAWING NO. ENCINECRINC San Diego. C. 92121 DATE INITIAL SURVEYING Pl-1(858)551HS00· FX(858)558·1414 ENGINEER Of WOR DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL CHKD BY:~ RVWD BY: .idd 457-8 R,\0510\~Eng\lMproveMents\Greens l.3\0510ic09,clwg[J□ct-Dl-2DD8•14,45 W.0. No. 2:301-15 I V. W, D. MAX# 071292 BIN : 121108 \ ' I i I Iii MANHOLE PROTECTIVE LINING SPECIFICATIONS PART/ -GENERAL 1. 1 WORK OF THIS SECTION A. THE CONTRACTOR SHALL PROVIDE MANHOLE PROTECTIVE LININGS COMPLETE IN PLACE. IN ACCORDANCE WITH SPECIF/CATIONS. THIS PROTECTIVE LINING SHALL BE USED FOR ALL INTERIOR SURFACES OF THE MANHOLES THAT REQUIRE THE APPL/CATION. THE PROTECTIVE LINING SHALL BE RA VEN LINING SYSTEMS' 405 EPOXY COATING SYSTEM. SUBSTITUTIONS WILL NOT BE ALLOWED. 8. DEFINITIONS: 1. THE TERM "PAINT,• "COATINGS," OR "FINISHES" AS USED HEREIN, SHALL INCLUDE ALL SURFACE TREATMENTS, EMULSIONS, ENAMELS, PAINTS, EPOXY RESINS, AND ALL OTHER PROTECTIVE LININGS, EXCEPTING GAL VAN/ZING OR ANODIZING, WHETHER USED AS A PRETREATMENT, PRIMER, INTERMEDIATE COAT, OR FINISH COAT 2. THE TERM "OFT" MEANS MINIMUM DRY FILM THICKNESS. 1.2 REFERENCE SPECIF/CATIONS, CODES, AND STANDARDS 1.3 A. EXCEPT AS OTHERWISE IND/CA TED, THE CURRENT EDITIONS OF THE FOLLOWING APPLY TO THE WORK OF THIS SECTION: 1. REFERENCES HEREIN TO "SSPC SPECIF/CATIONS" OR "SSPC" SHALL MEAN THE PUBLISHED STANDARDS TO SSPC THE SOCIETY FOR PROTECTIVE COATINGS. ' 2. REFERENCE HEREIN TO ''NACE" SHALL MEAN THE PUBLISHED STANDARDS OF THE NATIONAL ASSOC/A TION OF CORROSION ENGINEERS. 3. NACE (NATIONAL ASSOC/A TION OF CORROSION ENGINEERS) a. NACE PUBLICATION 80-173, "A MANUAL FOR PAINTER SAFETY" b. NACE PUBLICA TJON TPC2, COATINGS AND LININGS FOR IMMERSION SERVICE: CHAPTER 1 SAFETY, CHAPTER 2 SURFACE PREPARATION, CHAPTER 3 CURING, AND CHAPTER 4 INSPECTIONS. c. NACE RP0892-STANDARD RECOMMENDED PRACTICE, LIVING OVER CONCRETE IN IMMERSION SERVICE. a. NACE RP0188-DISCONTINUITY (HOLIDA l? TESTING OF NEW PROTECTIVE COATINGS ON CONDUCTIVE SUBSTRATES. e. NACE RP0288-STANDARD RECOMMENDED PRACTICE, INSPECTION OF LINING ON STEEL AND CONCRETE. 4. ASTM (AMERICAN SOCIETY FOR THE TESTING AND MATERIALS) a. ASTM 8499 • STANDARD TEST METHOD FOR MEASUREMENT OF COATING THICKNESS BY THE MAGNETIC METHOD: NONMAGNETIC COATINGS ON MAGNETIC BASIS METALS. b. ASTM C109 -COMPRESSIVE STRENGTH HYDRAULIC CEMENT MORTARS. c. ASTM C579 -COMPRESSIVE STRENGTH OF CHEM/CALLY SETTING SILICA TE AND SILICA CHEMICAL RESISTANT MORTARS. a. ASTM C794 • L.R. STANDARD TEST METHOD FOR ADHESION-IN-PEEL OF ELASTOMETRJC JOINT SEALANTS (MODIFIED FOR FIELD CONDITIONS). e. ASTM D543 -RESISTANCE OF PLASTICS TO CHEMICAL REAGENTS. l ASTM 0838 -TENSILE PROPERTIES OF PLASTICS. g. ASTM 0895 -COMPRESS/VE PROPERTIES OF RIGID PLASTIC. h. ASTM D790-FLEXURAL PROPERTIES OF UNREINFORCED AND REINFORCED PLASTICS. l ASTM D2240-DUROMETER HARDNESS, TYPJ; D j. ASTM 02369-STANDARD TEST METHOD FOR \/OLA TILE CONTENT OF CDA TINGS. k. ASTM D2584 -VOLATILE MATTER CONTENT l ASTM 04138-L.R. STANDARD TEST METHODS FOR MEASUREMENT DRY FILM THICKNESS OF PROTECTIVE COATING SYSTEMS BY DESTRUCT/VE MEANS. m. ASTM D4262-L.R. STANDARD TEST METHOD OF PH OF CHEM/CALLY CLEANED OR ACID ETCHED CONCRETE SURFACES. n. ASTM D44f4 L.F. STANDARD PRACTICE FOR MEASUREMENT-WET FILM THICKNESS BY NOTCHED GAGES. o. ASTM D454f -L.R. STANDARD METHOD FOR PULL-OFF STRENGTH OF COATINGS USING PORTABLE ADHESION TESTERS. p. ASTM G 04787 • L.R. STANDARD PRACTICE FOR CONTINUITY VERIFICATION OF LIQUID OR SHEET LININGS APPLIED TO CONCRETE SUBSTRATES. q. ASTM 05182-L.R. STANDARD PRACTICE FOR DISCONTINUITY TESTING OF NONCONDUCTJVE PROTECTIVE COATING ON METALLIC SUBSTRATES. r. ASTM E337 -L.R. STANDARD PRACTICE TEST M5THOD FOR MEASURING HUMIDITY WITH A PSYCHROMETER. 5. INTERNATIONAL CONCRETE REPAIR INSTITUTE (ICRQ a. /CIR NO. 03732-SELECTING AND SPECIFYING CONCRETE SURFACE PREPARATION FOR SEALERS, COATINGS, AND POLYMER OVERLAYS b. /CIR NO. 03133 • GUIDE FOR SELECTING AND SPECIFYING MATERIALS FOR REPAIR OF CONCRETE SURFACES 8. FEDERAL SPECIF/CATIONS a. OSHA 1910.144-SAFETYCOLOR CODE FOR MARKING PHYSICAL HAZARDS 7. AMERICAN CONCRETE INSTITUTE (ACQ a. AC/508.2.71-SPECIF/CATIONS FOR MATERIALS, PROPORTIONING, AND APPL/CATION OF SHOTCRETE. 8. SSPWC 210-2.3.3-CHEMICAL RESISTANCE TESTING PUBLISHED IN THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON ("GREENBOOK'J, MOST RECENT EDITION. CONTRACTOR SUBMITTALS A. GENERAL: SUBMITTALS SHALL BE FURNISHED. 8. SUBM/TTALS SHALL INCLUDE THE FOLLOWING JNFDRMA TION: 1. PROTECTIVE LINING MATERIALS LIST: SIX COPIES OF THE PROTECTIVE LINING MATERIALS LIST SHOWING THE MANUFACTURER AND THE PROTECTIVE LINING NUMBER. THE LIST SHALL BE SUBMITTED BEFORE OR AT THE TIME OF SUBMITTAL OF SAMPLES. 2. MANUFACTURER'S INFORMA T/ON: THE CONTRACTOR SHALL PROVIDE THE FOLLOWING DATA: a. TECHNICAL DATA SHEET FOR EACH PRODUCT PROPOSED, INCLUDING ASTM TEST RESULTS IND/CA TING THE PRODUCT CONFORMS TO AND IS SUITABLE FOR ITS INTENDED USE PER THE CONTRACT DOCUMENTS. DATA SHALL INCLUDE CURING REQUIREMENTS AND DURA TIDN. b. DETAILED SEQUENCE OF WORK FOR PROTECTIVE LINING WORK c. TECHNICAL AND PERFORMANCE INFDRMA TION THAT DEMONSTRATES COMPLIANCE WITH THE SYSTEM PERFORMANCE AND MATER/AL REQUIREMENTS. d. PROTECTIVE LINING MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS ON SURFACE PREPARA T/ON AND APPL/CATION. e. PROPOSED APPL/CAT/ON TECHNIQUES INCLUDING PROOF OF THE ACCEPTABILITY OF THE PROPOSED TECHNIQUE FOR EACH PRODUCT USED. I ' l CERT/FICA T/ON THAT PRODUCT CAN WITHSTAND TYPICAL MOVEMENT FROM H2O TRAFFIC LOADS NEAR MANHOLE FRAME AND COVER. g. CERT/FICA TION OF COMPATIBH.ITY FROM ALL PRODUCT MANUFACTURERS OF PROTECTIVE LININGS, CONCRETE REHABILITATION PRODUCTS, GROUTS, SEALANTS, OR OTHER MATERIALS USED ON THE MANHOLE REHAB/LITA TION PROCESS. h. MATERIAL SAFETY DATA SHEET FOR EACH PRODUCT USED. i. SAMPLE (8 INCHES BY 8 INCHES) OF CURED MEMBRANE APPLIED TO CONCRETE AT SPECIFIED THICKNESS TO Bl! RETAINED BY THE ENGINEER. J. MATERIAL AND INSTALLA T/ON WARRANTY AS SPECIFIED BELOW 11 k. STATEMENT FROM MANUFACTURER THAT THEY HA VE REVIEWED THE CONTRACT DOCUMENTS AND THAT THEY CERTIFY THAT THEIR PRODUCT, AS SPECIFIED HEREIN, IS RECOMMENDED AND APPROPRIATE FOR THIS APPL/CATION. I. APPL/CA TOR QUALIFICATIONS: i. MANUFACTURER CERT/FICA TION THAT APPL/CA TOR HAS BEEN TRAINED AND APPROVED IN THE HANDLING, MIXING, AND APPL/CATION OF THE PRODUCTS TO BE USED. ii. CERT/FICA TION BY THE PROTECTIVE LINING MANUFACTURER THAT THE EQUIPMENT TO BE USED FOR APPL YING THE PRODUCTS HAS BEEN APPROVED AND APPL/CA TOR PERSONNEL HAVE BEEN TRAINED AND CERTIFIED FOR PROPER USE OF THE EQUIPMENT. iii. EXPERIENCE AND REFERENCES OF PROJECTS FOR CONTRACTOR AND UN/NG APPL/CA TOR SHALL BE IN ACCORDANCE WITH THE BIDDING INSTRUCTIONS IN THESE CONTRACT DOCUMENTS. iv. PROOF OF ANY NECESSARY FEDERAL, STATE, OR LOCAL PERMITS OR LICENSES NECESSARY FOR THE PROJECT. m. DESIGN DETAILS FOR ANY ADDITIONAL ANCILLARY SYSTEMS AND EQUIPMENT TO BE USED IN SITE AND SURFACE PREPARATION, APPL/CATION AND TESTING 3. JOINT SEALANT: SUBMIT COPIES OF THE MANUFACTURER'S LITERATURE, INCLUDING: PRODUCT DATA SHEETS AND MATERIAL SAFETY DA TA SHEETS (MSDS). 4. INSPECTION RECORDS OF SHOP DR FIELD-APPLIED PROTECTIVE LININGS AND LININGS FOR BURIED OR SUBMERGED ITEMS SHALL BE SUBMITTED WITHIN 15 DAYS AFTER THE WORK HAS BEEN ACCEPTED. 5. THE CONTRACTOR SHALL SUBMIT A DETAILED PLAN IDENTIFYING THE CONTRACTOR'S MEANS AND METHODS TD CAPTURE AND REMOVE DEBRIS AND EXTRANEOUS MATERIALS DURING THE MANHOLE REHAB/LITA TION AND COATING WORK AND PREVENT ANY DEBRIS OR MATERIALS FROM ENTERING THE SEWAGE SYSTEM. THE DETAILED PLAN SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL PRIOR TO THE START OF ANY WORK f.4 SPECIAL CORRECTION OF DEFECTS REQUIREMENTS A. WARRAN-,:Y INSPECTION: THE WARRANTY PERIOD FOR THE COATING MATER/AL SPECIFIED HEREIN SHALL BE FOR A ONE (1) YEAR PERIOD AND SHALL INCLUDE A 1 YEAR PRODUCT WARRANTY FROM PROTECTIVE LINING MANUFACTURER AND 1 YEAR INSTALLATION GUARANTEE BY THE CONTRACTOR AND LINING APPL/CA TOR. A WARRANTY INSPECTION MAY BE CONDUCTED DURING THE ELEVENTH MONTH FOLLOWING ACCEPTANCE OF THE PROJECT THE CONTRACTOR SHALL ATTEND THIS INSPECTION SET UP BY THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DEFECTS IN THE PROTECTIVE LINING WHICH MAY DEVELOP DURING THE SAID WARRANTY PERIOD. DEFECTS SHALL BE REPAIRED TO THE SA TISFACTJON OF THE OWNER AT THE CONTRACTOR'S EXPENSE AND WITHOUT COST TO THE OWNER. THE OWNER MAY, BY WRITTEN NOTICE TO THE CONTRACTOR, RESCHEDULE THE WARRANTY INSPECTION TO ANOTHER DATE WITHIN THE 1-YEAR CORRECTION PERIOD, OR MAY CANCEL THE WARRANTY INSPECTION ALTOGETHER. IF THE OWNER CONDUCTS EITHER VISUAL OR OTHER TESTS THE CONTRACTOR AND MANUFACTURER'S REPRESENTATIVE WILL BE NOTIFIED IF ANY DEFECTS ARE FOUND. THE DEFECTS MUST BE CORRECTED WITHIN A TWO-MONTH PERIOD. THIS EXTENDED WARRANTY CAN BE EITHER IN THE FORM OF A CERT/FICA TE STA TING THE WARRANTY COVERS ALL MA TER/ALS AND JNSTALLA TION OR A BOND FOR THE ENTIRE AMOUNT OF THE COATING WORK FOR THIS PERIOD OF TIME. f.5 SERVICESOFMANUFACTURER A. THE CONTRACTOR SHALL REQUIRE THE PROTECTIVE UN/NG MANUFACTURER TO FURNISH THE FOLLOWING SERVICES: 1. MANUFACTURER SHALL PROVIDE CERT/FICA T/ON THAT THE CONTRACTOR'S APPLICATOR JS EITHER A LICENSED APPL/CA TOR FOR THE SPECIFIED PRODUCT OR HAS BEEN TRAINED AND QUALIFIED BY THE MANUFACTURER TO APPLY THEIR PRODUCT 2. THE MANUFACTURER SHALL HA VE DIRECTLY EMPLOYED, FULL TIME, ON-STAFF CHEMISTS THAT INTERFACE DIRECTLY WITH THE IN-HOUSE MANUFACTURING PERSONNEL. THE CHEMIST/SJ INTERFACING WITH THE PRODUCTION PERSONNEL SHALL BE AVAILABLE TO THE OWNER AND THE CONTRACTOR FOR TECHNICAL SUPPORT DURING THE CONSTRUCT/ON PHASE AND WARRANTY PERIOD. THE MANUFACTURER SHALL, IF DIRECTED BY THE OWNER THROUGH A CONTRACT PROVISION, PROVIDE ON-SITE TECHNICAL SUPPORT ON A FEE BASIS. 1. 6 QUALITY ASSURANCE A. THE PROTECTIVE LINING APPL/CA TOR SHALL IN/TIA TE AND ENFORCE QUALITY CONTROL PROCEDURES CONSISTENT WITH APPLICABLE ASTM, NACE. AND SSPC STANDARDS AND THE MANUFACTURER'S RECOMMENOA T/ONS. 8. THE PROTECTIVE LINING APPL/CA TOR SHALL CONFORM TO ALL LOCAL, STATE, AND FEDERAL REGULA T/ONS INCLUDING THOSE SET FORTH BY OSHA, RCRA, THE EPA AND ANY OTHER APPLICABLE AUTHORITIES. C. A NACE CERTIFIED COATING INSPECTOR SHALL BE PROVIDED BY THE OWNER. THE INSPECTOR SHALL OBSERVE DAILY OPERATIONS, PROCEDURES, AND FINAL PRODUCT TO ENSURE ADHERENCE TO THE SPECIFICATIONS AND RECOMMENOA TIONS OF THE PROTECTIVE LINING MANUFACTURER. D. FOR FURTHER INSPECTION AND TESTING DETAILS SEE PART 3. £. THE CONTRACTOR SHALL FURNISH, UNTIL FINAL ACCEPTANCE OF LININGS, INSPECTION DEVICES IN GOOD WORKING CONDITION TO ENSURE THAT THE PROTECTIVE LINING IS BEING INSTALLED IN ACCORDANCE WITH THESE SPECIF/CA T/ONS AND THE MANUFACTURER'S WRITTEN INSTRUCTIONS. THE FOLLOWING INSPECT/ON EQUIPMENT (OR OWNER APPROVED EQUAL) SHALL BE USED, AS NECESSARY AND AS DIRECTED BY THE OWNER, FOR PERFORMING QUALITY CONTROL TESTING TO ENSURE THAT THE PROTECTIVE LINING MA TER/ALS AND EXECUTION PROCEDURES MEET THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 1. SLING PSYCHROMETER 2. SURFACE TEMPERATURE THERMOMETER 3. AMBIENT TEMPERATURE THERMOMETER 4. PSYCHROMETRIC CHARTS FOR DETERMINING RELATIVE HUMIDITY AND DEW POINT 5. HIGH RANGE WET AND DRY FILM THICKNESS 8. MICROMETER 7. DUROMETER, A SCALE 8. SAMPLE CANS 9. INSPECTION GLASS (30 POWER MINIMUM) 10. HIGH VOLTAGE HOLIDAY DETECTOR (CAPABILITY UP TO 18,000 VOLTS) 11. PORTABLE ADHESION TESTER 1.1 DELIVERY, STORAGE, AND HANDLING A. ALL MA TERIALSARE TO BE STORED, HANDLED, AND TRANSPORTED ACCORDING TO THEIR MATERIAL SAFETY DATA SHEETS AND ACCORDING TO MANUFACTURER'S WRITTEN RECOMMENDATIONS. PART Z-PRODUCTS 2.1 RA VEN LINING SYSTEMS' 405 EPOXY COATING SYSTEM-A 100% SOLIDS, SOLVENT-FREE TWO-COMPONENT EPOXY RESIN SYSTEM THIXOTROPIC IN NATURE AND FILLED WITH SELECT FILLERS TO MINIMIZE PERMEABILITY AND PROVIDE SAG RESISTANCE ACCEPTABLE TO THESE SPECIF/CA T/ONS. A. COATING MA TER/ALS SHALL MEET THE MOST CURRENT voe AIR POLLUTION REGULATIONS. B. MANUFACTURER: RA VEN LINING SYSTEMS INC., TULSA, OKLAHOMA. SUBSTITUTIONS WILL NOT BE ALLOWED. C. QUALITY CONTROUTESTING f. SHELF LIFE.· 1 YEAR IN SEALED, UNMIXED CONTAINERS AT ROOM TEMPERATURE. 2. PRODUCT REQUIREMENTS AND PERFORMANCE TESTING: DESCRIPTION METHOD RESULTS COLOR LIGHT BLUE MIX RA TIO 3:1 FLEXURAL STRENGTH ASTM D190 13,000 PSI COMPRESSIVE STRENGTH ASTM 0695 18,000 PSI TENSJLESTRENGTH ASTMD638 7,600PS/ TENSILE ULTIMATE ELONGATION ASTM 0638 f.5% HARDNESS, SHORED ASTM 02240 88 WATER VAPOR TRANSMISSION ASTM 01653, METHOD 8 3.8 GMSISQ.M. PER 24 HOURS TABER ABRASION ASTM 04080 CS1l WHEEL 1000 G LOAD/1000CYCLES <112 MG LOSS ADHESION ASTM 04541, CONCRETE SUBSTRATE FAILURE STEEL (SSPC-10) >1,400 PSI TEMPERATURE RESISTANCE CONCRETE 200"F 2.2 THE JOINT SEALANT SHALL BE A ONE-COMPONENT, GUN GRADE, POLYURETHANE-BASE MATERIAL. IT SHALL BE APPLICABLE IN HORIZONTAL, VERTICAL, AND OVERHEAD JOINTS. THE SEALANT SHALL CURE UNDER THE INFLUENCE OF ATMOSPHERIC MOISTURE TO FORM AN ELASTOMERIC SUBSTANCE. A. JOINT SEALANT SHALL MEET THE FOLLOWING STANDARDS: 1. FINAL CURE: 4-1 DAYS 2. TENSILE STRESS: 200 PSI MINIMUM 3. TEAR STRENGTH AT 21 DAYS: 50 LB/IN 4. ADHESION IN PEEL: 20 LB MINIMUM PART 3 -EXECUTION 3.f GENARAL A. THE SEWER SYSTEM AND SEWER MANHOLES CANNOT BE TAKEN OUT OF SERVICE AND WILL BE IN OPERA T/ON DURING REHAB/LITA TION AND PROTECTIVE LINING WORK 3.2 SURFACE PREPARATION A. THE CONTRACTOR SHALL PREPARE ALL SURFACES TO BE COATED WITH A PROTECTIVE MANHOLE LINING USING THE MATERIALS AND METHODS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. THE CONTRACTOR SHALL PREPARE MANHOLE FRAME AND PROTECTIVE LINING FOR APPL/CA TJON WITH JOINT SEALANT PER MANUFACTURER'S RECOMMENDATIONS. 3.3 APPLICATION OF PROTECTIVE COATING A. APPL/CA TJON PROCEDURES SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROTECTIVE LINING MANUFACTURER, INCLUDING MATER/AL HANDLING, MIXING, CURING REQUIREMENTS AND DURATION, ENVIRONMENTAL CONTROLS DURING APPL/CATION AND CURING, SAFETY, AND SPRAY EQUIPMENT. 8. PROTECTIVE COATING MUST BE APPLIED BY A CERTIFIED APPLICATOR OF THE PROTECTIVE COATING MANUFACTURER AND ACCORDING TO MANUFACTURER SPEC/FICA TJONS. C. JNSTALLA TION OF THE PROTECTIVE LINING SHALL NOT COMMENCE UNTIL THE CONCRETE SUBSTRATE HAS BEEN PROPERLY CLEANED, PREPARED AND CURED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS D. TEMPERATURE OF THE SURFACE TO BE COATED SHOULD BE MAINTAINED BETWEEN 40 DEG F AND 120 DEG F DURING APPL/CATION. PRIOR TO AND DURING APPL/CATION, CARE SHOULD BE TAKEN TO AVOID EXPOSURE OF DIRECT SUNLIGHT OR OTHER INTENSE HEAT SOURCE TO THE STRUCTURE BEING COATED. WHERE VARYING SURFACE TEMPERATURE 00 EXIST, CARE SHOULD BE TAKEN TO APPLY THE COATING WHEN THE TEMPERATURE IS FALLING VERSUS RISING (I.E. LA TE AFTERNOON INTO EVENING VS. MORNING INTO AFTERNOON). E. THE MINIMUM OFT SHALL BE 125 MILS. IF THE CONTRACTOR CHOOSES TO INSTALL THE COATING THICKER THAN THIS MINIMUM_ OFT. IT WILL BE DONE AT THE CONTRACTOR'S SOLE EXPENSE, WITH NO ADDITIONAL COMPENSA T/ON PROV/OED BY THE OWNER, AND ONLY WITHIN RECOMMENDATIONS AND INSTRUCTIONS FROM THE COATING MANUFACTURER. F. CONTRACTOR SHALL NOTCH CONCRETE DIRECTLY BELOW MANHOLE FRAME 114-/NCH WITH A GRINDER. COATING SHALL BE SPRAYED UP MANHOLE WALL AND INTO NOTCH IN ONE CONTINUOUS SHEET IN ORDER TO PROVIDE A CONTINUOUS SURFACE FROM MANHOLE FRAME TO MANHOLE WALL. COATING SHALL BE EXTENDED DOWN TO COVER THE MANHOLE SHELF IN ITS ENTIRETY AS WELL AS OVERLAP THE EXISTING CURED IN PLACE PIPE. G. THE SPRAY EQUIPMENT SHALL BE SPECIFICALLY DESIGNED TO ACCURATELY RA TIOAND APPLY THE SPECIFIED PROTECTIVE Ca4 TING MATERIALS AND SHALL BE REGULARLY MAINTAINED AND IN PROPER WORKING ORDER. THE PROTECTIVE COATING MATER/AL MUST BE SPRAY APPLIED BY A CERTIFIED APPLICATOR OF THE PROTECTIVE COATING MANUFACTURER. H. SUBSEQUENT TOPCOAT/NG OR ADDITIONAL COATS OF THE PROTECTIVE COATING SHALL BE WITHIN THE ALLOWABLE TIME FRAME AS REQUIRED BY MANUFACTURER. I. SLOPED SURFACES OF THE FLOOR ARE TO BE MADE NON-SKID BY BROADCAST/NG ALUMINUM OXIDE OR SILICA SAND INTO THE SURFACE PRIOR TO GELA TION. J. THE CONTRACTOR SHALL INSTALL A JOINT SEALANT AT THE JOINT BETWEEN THE MANHOLE FRAME AND COVER AND THE UPPER REGION OF THE MANHOLE CHIMNEY SECTION. THIS SYSTEM SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND AT A MINIMUM SHALL EXTEND FROM 3-INCHES BEYOND STEEL RING TO 3-JNCHES BEYOND MANHOLE CHIMNEY SECTION. THE MANUFACTURER SHALL CERTIFY IN WRITING THAT THIS SYSTEM IS COMPATIBLE WITH THE SELECTED PROTECTIVE LINING SYSTEM RECOMMENDED FOR USE IN THIS APPL/CATION. 3.4 INSPECTION A. A NACE CERTIFIED COATING INSPECTOR SHALL BE PROVIDED BY THE OWNER. THE INSPECTOR SHALL OBSERVE DAILY OPERATIONS, PROCEDURES, AND FINAL PRODUCT TO ENSURE ADHERENCE TO THE SPECIF/CATIONS AND RECOMMENDATIONS OF THE PROTECTIVE LINING MANUFACTURER. THE NACE INSPECTOR WILL OBSERVE COMPLETED SURFACE PREPARA T/ON BEFORE COATING. NACE INSPECTOR WILL OBSERVE SPARK TESTING AND PULL TESTING. A VISUAL INFECTION WILL BE PERFORMED UPON COMPLETION. ANY DEFICIENCIES IN THE FINISHED COATING SHALL BE MARKED AND REPAIRED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDA T/ONS. INSPECTION AND REPAIR SHALL CONTINUE UNTIL FINAL ACCEPTANCE OF LININGS WITH NO ADDITIONAL COST TO THE OWNER. B. DURING APPLICATION A WET FILM THICKNESS GAGE, SUCH AS THOSE AVAILABLE THROUGH PAUL N. GARDNER COMPANY, INC. MEETING AS TM 04414 -STANDARD PRACTICE FOR MEASUREMENT OF WET FILM THICKNESS OF ORGANIC Ca4 TINGS BY NOTCHED GAGES, SHALL BE USED TO ENSURE A MONOLITHIC COATING AND UNIFORM THICKNESS DURING APPL/CA TJON. C. AFTER THE PROTECTIVE COATING HAS SET HARD TO THE TOUCH IT SHALL BE INSPECTED WITH HIGH-VOLTAGE D. HOLIDAY DETECTION EQUIPMENT. SURFACES SHALL FIRST BE DRIED. AN INDUCED HOLIDAY SHALL THEN BE MADE ON TO THE COATED CONCRETE SURFACE AND SHALL SERVE TO DETERMINE THE MINJMUMIMAXJMUM VOLTAGE TO BE USED TO TEST THE COATING FOR HOLIDAYS AT THAT PARTICULAR AREA. THE SPARK TESTER SHALL BE INITIALLY SET AT 100 VOL TS PER 1 MIL (25 MICRONS) OF FILM THICKNESS APPLIED BY MAY BE ADJUSTED AS NECESSARY TO DETECT THE INDUCED HOLIDAY (REFER TO NACE RP0188-99). ALL DETECTED HOUOA YS SHALL BE MARKED AND REPAIRED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MEASUREMENT OF BOND STRENGTH OF THE PROTECTIVE Ca4 TING TO THE SUBSTRATE SHALL BE MEASURED IN ACCORDANCE WITH ASTM 04541. ANY AREAS DETECTED TO HA VE INADEQUATE BOND STRENGTH SHALL BE EVALUATED BY THE ENGINEER. FURTHER BOND TESTS MAY BE REQUIRED BY THE INSPECTOR ON STRUCTURES THAT HA VE INADEQUATE BOND STRENG TH TO DETERMINE THE EXTENT OF POTENT/ALLY DEFICIENT BONDED AREA. A MINIMUM OF THREE 20 MM DOLLIES SHALL BE AFFIXED TO THE LINED SURFACE AT THE CONE AREA, MID SECTION AND AT THE BOTTOM OF THE STRUCTURE SELECTED FOR TESTING BY OWNER'S REPRESENTATIVE. A MINIMUM OF 10% OF THE MANHOLES SHALL BE TESTED. EACH TESTING LOCATION SHALL BE IDENTIFIED BY THE OWNER'S REPRESENTATIVE. THE ADHESIVE USED TO ATTACH THE DOLLIES TO THE LINER SHALL BE RAPID SETTING WITH TENSILE STRENGTHS IN EXCESS OF THE LINER MATER/AL AND PERMITTED TO CURE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. THE LINING MATERIAL AND DOLLIES SHALL BE ADEQUATELY PREPARED TO RECEIVE THE ADHESIVE. THE COATING SHALL BE SCORED AROUND THE DOLLY THROUGH TD THE SUBSTRATE. FAILURE OF THE DOLLY ADHESIVE SHALL REQUIRE RE-TESTING. TWO OF THE THREE ADHESION PULLS SHALL EXCEED 200 PSI OR CONCRETE FAILURE WITH MORE THAN 50% OF THE SUBSURFACE ADHERED TO THE COATING. IF ONE OF THE THREE DOLLIES FAILS, AN ADDITIONAL LOCATION SHALL BE TESTED IN THE SAME STRUCTURE. IF TWO OF THE FOUR DOLLIES TESTED FAIL THE UNADHERED COATING SHALL BE REMOVED AND REPLACED AND THE CONTRACTOR'S EXPENSE. IF A STRUCTURE FAILS THE ADHESION TEST, ONE ADDITIONAL STRUCTURE OR 10% OF THE INITIAL NUMBER OF STRUCTURES SELECTED FOR TESTING SHALL BE TESTED, AT THE DISCRETION OF THE ENGINEER. ADDITIONAL TESTS AND REPAIRS SHALL BE MADE BY THE APPL/CA TOR AT NO COST TO THE OWNER AND IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. APPL/CA TOR SHALL PROVIDE ALL TESTING EQUIPMENT REQUIRED TO DETERMINE BOND STRENGTH •. APPL/CA TOR SHALL REPAIR ANY COATING DAMAGED DURING BOND STRENGTH TESTING AT NO COST TO THE OWNER. RAVEN 405 -MANUFACTURER'S TECHNICAL DATA DESCRIPTION -RA VEN(8) 405 IS A SOL VENT-FREE 100% SOLIDS, ULTRA HIGH BUILD EPOXY COATING FORMULA TED WITH EXCEPTJONALL Y HIGH PHYSICAL STRENGTHS AND BROAD RANGE CHEMICAL RESISTANCE. 405 EXHIBITS SUPERIOR BOND TO CONCRETE, STEEL, MASONRY, FIBERGLASS, AND OTHER SURFACES. DESIGNED FOR OPERA TING TEMPERA TURES UP TO 200" F. 405'S UNIQUE ULTRA HIGH-BUILD ABILITY ALLOWS IT TO BE SPRAY APPLIED ON VERTICAL AND OVERHEAD SURFACES. THE SURFACE TOLERANCE AND HIGH PHYSICAL STRENGTHS OF 405ALLOW IT TO BE DESIGNED AS A STRUCTURAL LINING IN MANHOLES, PIPELINES, TANKS AND OTHER DETER/ORA TED STRUCTURES. TYPICAL USES -SURFACES WHERE REHABILITATION OF AN EXISTING STRUCTURE REQUIRES ENHANCEMENT OF THE STRUCTURAL INTEGRITY AND WHERE EXPOSURE TO CONCENTRATED ACIDS AND CAUSTICS MAY BE EXPECTED. INCLUDING: -TUNNELS AND PIPELINES, DIGESTERS, SECONDARY CONTAINMENT, WASTEWATER FACILITIES, CLAR/FIERS, TANKS, MANHOLES, & FLOORS AND WALLS COLOR -LIGHT BLUE IS STANDARD. LIMITED SPECIAL COLORS ARE AVAILABLE ON REQUEST. CONTACT RLS FOR INFORMATION. SOLIDS BY VOLUME -100% SOLIDS BY VOLUME VOLATILE ORGANIC COMPOUNDS: a. a LBS/GALLON FILM THICKNESS -RA VEN 405 IS A 100% SOLIDS EPOXY WITH ZERO SHRINKAGE. THEREFORE, ACTUAL WET FILM THICKNESS AND FINAL DRY FILM THICKNESS ARE THE SAME (I.E. 10 MILS WFT;/0 MILS OFT}. DEPENDENTUPON SURFACE PROFILE, A MAXIMUM OF 200 MILS PER Ca4 TIS RECOMMENDED TO PREVENT SAGGING ON VERTICAL OR OVERHEAD SURFACES. GENERALLY, APPL/CAT/ON OF 11'\0 COATS ARE RECOMMENDED FOR QUALITY ASSURANCE IN COVERAGE. A WET FILM THICKNESS GAUGE CAN BE USED TO DETERMINE COATING COVERAGE. THEORETICAL COVERAGE -40 SQ. FT PER GALLON AT 40 MILS THICKNESS. ACTUAL SURFACE COVERAGE WILL DEPEND ON SURFACE IRREGULAR/TIES AND DESIRED RESULT TRIALS ARE RECOMMENDED TO DETERMINE THE ACT/AL COVERAGE REQUIRED TO YIELD A DESIRED FILM THICKNESS FOR EACH INDIVIDUAL TYPE OF INSTALLATION. RECOMMENDED COVERAGE WILL VARY FROM 40-250+ MILS DEPENDING ON THE INSTALLATION. ADDITIONAL INFORMATION IS AVAILABLE BY CONTACTING RLS. APPL/CAT/ON METHOD -BRUSH, ROLLER. HEATED PL URAL COMPONENT AIRLESS OR AIR-ASSISTED SPRAY. FOR SPECIFIC INFORMATION ON APPL/CA TJON, SPRAY SYSTEM DESIGN, APPROVED SYSTEMS AND CERTIFIED APPL/CA TORS CONTACT RLS. THINNING. DO NOT THIN WITH SOL VENTS; PINHOL/NG AND LOSS OF ADHESION CAN RESULT. IF LOWER VISCOSITY IS DESIRED, DRUM HEATERS AND /NL/NE HEATERS CAN BE USED FOR LARGER QUANTITIES AND ON SPECIALIZED SPRAY EQUIPMENT. MATERIAL COMPONENTS SHOULD NOT BE HEATED BEYOND MANUFACTURER'S SUGGESTED LIMITS. CONTACT RLS FOR DETAILED INFORMATION. CLEAN-UP-TO CLEAN TOOLS, USE ACETONE, XYLENE OR MEK TO CLEAN SKIN, IMMEDIATELY WASH THROUGHLY WOTH SOAP AND WATER. REFER TO THE MATERIAL SAFETY DA TA SHEET FOR ADDITIONAL INFORMATION ON HEAL TH AND SAFETY POTLIFE- 20 MINUTES FOR 1 GAU ON AT 75"F. 15 MINUTES FOR 2 GALLONS AT 75"F. THE AMOUNT OF POT LIFE AND WORKING LIFE WILL VARY DEPENDING ON THE QUANTITY AND TEMPERATURE OF EPOXY MIXED, AMBIENT TEMPERATURE AND THE CONTAINER IN WHICH THE MIXED MATER/AL IS HELD. CONTACT RLS FOR ADDITIONAL INFORMA TJON. CURE AND RECOAT TIME -INITIAL SET GENERALLY OCCURS WITHIN 8 HOURS AT 70"F. CURING CONTINUES FOR SERVERAL DAYS, EVEN UNDERWATER. WHEN APPL YING MULTIPLE COATS, NO MORE THAN 24 HOURS AT 70"F SHOULD BE PERMITTED TO PASS BETWEEN COATS. ENVIRONMENTAL CONDITIONS MAY SHORTEN THIS WINDOW PROTECT SURFACES FOR CONTAMINA TJON OF ANY TYPE BETWEEN COATS. BEFORE RECOA TING, /NPSECT, DRY AND CLEAN SURFACE THROUGHLY TO REMOVE ALL CONTAMINANTS, INCLUDING AMINE BLUSH AND CONDENSATION. IF THE RECOA T WINDOW JS MISSED, CLEAN ANO ABRADE SURFACES PRIOR TO TOPCOA TING. FOR ADDITIONAL INFORMATION CONTACT RLS. SURFACE TEMPERA TUR£ -MINIMUM RECOMMENDED: 40"F. MAXIMUM RECOMMENDED: 120"F. SURFACE PREPARATION -SURFACES TO RECEIVE COATING MUST BE CLEANED OF ALL OIL, GREASE, RUST, SCALE, DEPOSITS AND OTHER CONTAMINANTS. CONTACT RLS FOR ADDJtJONAL RECOMMENDA T/ONS. STEEL SURFACES MAY REQUIRE "SOL VENT CLEANING' (SSPC-SP1) TO REMOVE OIL, GREASE. AND OTHER SOLUBLE CONTAMINANTS. SURFACES TO BE COATED SHOULD THEN BE PREPARED ACCORDING TO SSPC-SPIO OR NACE NO. 2 "NEAR WHITE Bi.AST CLEANING~ IN CERTAIN S/TUA TIONS, AN ALTERNATIVE PROCEDURE MAY BE TO USE HIGH (>5, 0OOPSlj OR ULTRAHIGH(> 10, 0O0PSlj PRESSURE WATER CLEANING OR WATER WITH SAND INJECTION AND AN APPROVED RUST INHIBITOR. THE ANCHOR PROFILE FOR SURFACE PREPARA T/ON MUST BE A MINIMUM OF 2 MILS. CONCRETE AND MASONRY SURFACES CAN GENERALLY BE PREPARED BY HIGH PRESSURE WATER CLEANING, WATER JETTING, ABRASIVE BLASTING, SHOTBLASTING, OR A COMB/NA TJON OF METHODS. A PENETRATING PRIMER SUCH AS LOW VISCOSITY RA VEN 120 MAY BE RECOMMENDED. FIBERGLASS SURFACES SHOULD BE RINSED AND NEUTRALISED, SCARIFIED AND CLEANED WITH WATER OR AN EMULSION OF SOL VENT AND WATER TO REMOVE REMAINING DUST AND LOOSE PARTICLES. ALLOW THE SURFACE TO DRY THROUGHLY. AVAILABLE PACKAGES-5 GALLON PAILS (20 GALLON KIT}, 30 GALLON DRUMS (120 GALLON KIT}, 55 GALLON DRUMS (220 GALLON KIT}. RA VEN 405 IS AVAILABLE THROUGH CERTIFIED APPL/CA TORS. COMPONENTS AND MIXED RATIO -PART A, RESIN. PART B, HARDENER. 3: f BY VOLUME VISCOSITY -PART A, 160,000 CPS AT 23"C, BROOKFIELD RVF; PART 8, 40,000 CPS AT 23°C, BROOKFIELD RVF SHELF LIFE AND STORAGE -SHELF LIFE 1 YEAR IN SEALED, UNMIXED CONTAINERS AT ROOM TEMPERATURE. STORE IN A SHELTERED AREA BETWEEN 60"F AND S0"F (15"C AND 27°C). SAFETY -CONSULT THE MATER/AL SAFETY DATA SHEET FOR THIS PRODUCT CONCERNING HEAL TH AND SAFETY INFORMA T/ON BEFORE USING. STRICTLY FOLLOW ALL NOTICES ON THE MATERIAL SAFETY DATA SHEET AND CONTAINER LABEL. IF YOU DO NOT FULLY UNDERSTAND THE NOTICES AND PROCEDURES PROVIDED OR IF YOU CANNOT STRICL TY COMPLY WITH THEM. DO NOT USE THIS PRODUCT. ACTUAL SAFETY MEASURES ARE DEPENDENT ON APPL/CATION METHODS AND WORK ENVIRONMENT. CONTACT RLS TO OBTAIN A COPY OF THE MATERIAL SAFETY DATA SHEET AT 800-324-2810. PERFORMANCE TESTING DESCRIPTION METHOD FLEXURAL STRENGTH ASTM D790 COMPRESS/VE STRENGTH TENSILE STRENGTH ASTM 0638 TENSILE UL TJMA TE ELONGATION HARDNESS, SHORED ASTM 02240 WATER VAPRO TRANSMISSION TABERABRASION, CS17WHEEL 1000CYCLES RESULTS 13,000PSI ASTM0895 7,600PSI ASTM0838 88 18,000 PSI 1.5% ASTM 01653, METHOD 8 ASTMD4080, I0OOGLOADI ADHESION ASTMD454f, CONCRETE SUBSTRATE FAILURE STEEL (SSPC SP-10) >1,400 PSI 3.8 GMSISQ. M. PER <112MGLOSS 24HOURS WARRANTY AND DISCLAIMER: RLS, A DIVISION OF CIPAR, INC, WARRANTS ITS PRODUCTS TO BE FREE OF MANUFACTURING DEFECTS AND THAT THEY WILL MEET RLS CURRENT PUBLISHED PHYSICAL PROPERTIES WHEN APPLIED IN ACCORDANCE WITH DIRECTIONS AND TESTED IN ACCORDANCE WITH ASTMAND RLS STANDARDS. IF. WITHIN ONE YEAR FROM PURCHASE, ANY PRODUCT DOES NOT MEET THE PHYSICAL PROPERTIES OR JS DEFECTIVE IN MANUFACTURE, RLS, AT ITS SOLE OPTION, WILL EITHER REPLACE THE DEFECTIVE PRODUCT OR REFUND THE PURCHASE PRICE. THIS WARRANTY IS VOID OF THE PRODUCT IS USED CONTRARY TO RLS WRITTEN DIRECTIONS. THE AFORESAID IS THE EXCLUSIVE WARRANTY AND IS IN LIEU OF ALL OTHER WARRANTIES. EXPRESS OR IMPLIED. THERE JS NO WARRANTY OF MECHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE. UNDER NO CIRCUMSTANCES SHALL RLS BE LIABLE FOR INCIDENT/AL OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS. NO ACTION AGAINST ROS MAY BE COMMENCED MORE THAN ONE YEAR AFTER THE CLAIM ARISES. "AS BUILT" ~~~~~-,V~BJJ1 ENGINEER Of' WORK RCE G;J.8'11 EXP. 10/islu DATE flt8fl'4 .... 'l..______ _____ 1_.__._A=u=m'--"-REVIEWED BY: DAVID A. BLALOCK DATE Q1, R.C.E. NO. 62891 EXP. 6/30/10 INSPECTOR HUNSAKER & ASSOCIATES 1----+---+----------+--+--+------+--.~o ~C-IT_Y_O_F_C_A_R_LS_B_A_D~~ L_.!Q_j __ ENGINEERING DEPARTMENT ~ I.AN DIECO, INC Pl.ANNING 9707 Waples S•eet ENONEEklNG San Diego, Ca 92121 SURVEYING PH(el8)558-4500· FX(858)551-1414 VALLECITOS WATER DISTRICT APPROVEO BY: ffi&. 1 DATE INITIAL ENGINEER or WOR IMPROVEMENT ANO UTILITY PLANS FDR: LA COSTA GREENS NEIGIIBORHOOD 1.3 t.T DWH BY: DRAWING NO. DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY•~ RVWD BY: , PROJECT NO. CT07-05 457-8 R,\0510\iEng\]MproveMents\Greens 1.3\0510ic10.olwg[lSep-29-2008,!2,02 W.O. No. 2301-15 BIN : V. W.D. MAX# 071292 121108 \