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HomeMy WebLinkAboutDWG 426-6; ; PALOMAR AIRPORT RD AT BUSINESS PARK DR; 01-03i : GENERAL NOTES FOR IMPROVEMENTS 1. A CONSTRUC710N PERMIT IS REQUIRED FOR ALL CONTRACTORS PERFORMING ANY OF THE l'IVRK SHOWN ON THIS PLAN, 71-/E •PERMIT CAN Bf OBTAINED AT THE CITY OF DEVELOPMENT SERVICES CENTER, 600 EUCAL YP7VS A VENUE, VISTA, CA. A PERIIIT WILL BE ISSUED ONLY TO 71-/E CONTRACTOR 11110 JS 1V PERFORM THE WORK. THE PERl"ITTEF. SHALL GIW:: NOT/CF. 1V 11/E CITY OF VISTA ENGINEERING INSPECTION DEPARTMENT FOR A PRECONSTRUC710N CONERENCE AT LEAST 48 HOURS PRIOR TO COMMENCING THE WORK. ANY WORK DONE 1'1171-/0UT PROPER INSPEC710N WILL BE SUBJECT TO REJ£C710N. PHONE: {760}6J9-611J FOR INSPcC710N. 2. JHE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCA 710N AND PROTFC710N OF ALL U71Ll71ES. FOR LOCA 710N OF UNDERGROUND UTILITIES. OR FOR EMERGENCY ASSISTANCE CALL: UNDERGOUNO SERVICE ALERT ~800~ 422-413J UNDERGOUND SERVICE ALERT ~SDG&E) 800 227 2600 SAN DIEGO GAS&: ELECTRIC EMERGENC1 800 411-7J4J PACIFIC BELL TELEPHONE CO. EMERGENCY DIA~ 611 WSTA /RR/GA 710N DISTRICT (ENG. DEPT (760 597-3116 VISTA /RR/GA 710N DISTRICT (£MERGEN Y) (76 ~ 597-3131 ADELPHIA CABLEVISION EMERGENCY) (760) 4J8-7741 COX CABLE tEMERGENCY) (760) 599-606J CITY OF VISTA MAIN NUMBER) (760) 726-1340 CITY OF VISTA (ENG DEPT. DIRECT LINE) (760) 6.39-6111 CITY OF VISTA (AFTER NORMAL WORKING HOIJRS EMERGENCY DISPATCH FOR SEWER SPILLS OR STORMDRAIN CONTAMINA 110N.) CALL RANCH RRE DISPATCH (EMERGENCY) (858) 756-3006 J. ALL WORK SHALL BE DONE IN ACCORuANCE WllH 711ESE PLANS. 711E STANDARD SPEC/RCA 710NS FOR PUBLIC WORKS CONSTRUCTION, AND 711£ SAN DIEGO SPECIAL SUPPLEMENT 1V 11/E STANDARD SPEC/FICA 710NS FOR PUBLIC WORKS CONSTRUC710N, AS LAST AMENDED. 4. 7Hf STRUC7VRAL SECTION OF THE STREETS SHALL BE DESIGNED BASED ON "R" VALUES OF SOILS AND ON A T./. OF •~ MINIMUM SEC710N SHALL BE •• A.C. ON •• CLASS 2 BAS£ STRUC71JRAL SECTIONS Df;S/GN 1V 8E: APPROVED 8Y THE CITY E:NGINE:E:R PRIOR TO CONSTRUC710N. ALL DR/1,f"WAY APRONS. CURB &: GUTTER, AND SIDEWALKS WITH AN 'R' VALUE LESS THAN 25 MUST HA VE MINIMUM OF 6" D.G. DR EQUAL. "SEE TYPICAL SEC710N ON SHEET 2 FOR T.I. • 5, AN "AS-BUil r DRAWING(S) SHALL BE SUBMITTED BY 111E ENGl~'~ER OF WORK AND APPROVED BY 11/E CITY ENGINEE:R PRIOR TO 7HE ACCEPTANCE OF THE IMPROVEMENTS. SEPARA 1E "AS-BU/Lr oqAl'o!NG{S) SHALL BE SUBMITTED FOR 711E STREET LIGHTING SYSIEII. 6. STREET TREES IN NUI DEVELOPMENTS ARE TO BE PLANTED AT A MINIMUM OF EVERY FORTY FEET OR ON£ (1) TREE PE:R LOT WHICH EW::R IS CREA TER. 7. PRIOR TO CONSTRUCTION OF STR£ET LIGHTS, A PLAN {ON FULL SIZED SHEEl(S)} APPROVED BY SAN DIEGO GAS & ELEC7RIC SHOWING EXACT PLACEMF'/T OF ALL STREET LIGHTS, PULLBOXES, SIZE AND LOCA 710N OF CONDUITS AND SOURCES OF POWER SHALL BE SUBMITTED 7V THE CITY ENGINEER. SPECIAL NOTES THE FOi.LOWiNG NOTES ARE PROVIDED TO GIVE fNSTRUC710NS 7V THE: CONmACTOR BY THE ENGINEER OF WORK. 7HE CITY ENGINEER'S SIGNATURE ON THESE PLANS ODES NOT CONSTl7VTE APPROVAL OF ANY OF 111ESE NOTES. AND 11/E CITY Wl/.1. NOT BE RESPOSIBLE FOR 111£/R ENFORCEMENT. 1. NEITHER THE OWNER OR THE ENGl.'IEER OF WOPK WILL ENFOP';E SAFETY MEASURES OR . REGULA 710NS. 711£ CONTRACTOR SHALL DESIGN, CONSTRUC~ AND MAINTA:N A/.1. SAFETY DEWCES, INCLUDING SHORING, AND SHALL BE tOLEL Y RESPONSIBLE FOP CONFORV/NG 1V ALL LOCAL, STA TE, AND FEDERAL SAFETY ANO HEAL TH STANDARDS. LA IIS, AND REGULA 1/0NS. 2. CONTRACTOR SHALL l'AKE EXPLORATION E:XCAVAIIONS AND L0CA1E EXISTING UNDERGROUND FACILITIES sumCIENTI_ Y AHEAD OF CONS7RUC710N TO PERM, r REVISIONS TO PLANS IF REVISIONS ARE NECESSARY '3ECAUSE OF ACTUAL LOCA110N OF EXJS11NG FACILITIES. N071FY ENGINEER OF WORK OF ANY DISCREPANCIES BETM:EN 71-/ESE PLANS AND ACTUAL FIELD COND/710NS PRIOR TO STAR11NG CONSTRUCTION. J. LOCA noN ANO ELEVATION OF IMPROVEMENTS TO BE MET BY l'IVRK ro BE DONE SHALL BE CONFIRMED BY RELD MEASUREMENTS PRIOR TO CONSTRUCTION Of" .NEW WORK. 4. BEFORE EXCAVA 71NG FOR 71-/IS CONTF: \CT. VERIFY LOCA 110N OF UNDF:RGROUND UTILITIES. THE EXfSTENCf ANO I_QCA 110N OF ANY UNDERGROUND UTILITY P/PfS OR STRUCTURES SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY NOT REFLECT ALL EXISDNG UTILIDES. LOCA1VNS OF ALL EXISTING UTILITIES SHALL BF CONFIRMED BY FIELD MEASUREMENTS BY CONTRACTOR i'f?IOR TO CONSTRUC110N OF WGRK. 5. CvNTRACTOR IS REQUIRED 1V TAKE PRECAUTIONARY MEASURES TO PROTECT 11/E UTILITY • LINES SHOWN HEREON AND ANY OTHER EXISDNG LINES NOT OF RECORD OR NOT SHONW ON 111ESE PLANS. 6. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, SO/LS REPORTS SHALL BE SUBMITTED 1V THE ENGINEER OF WORK BY A QUALIRED SOILS ENGIN[ER WHICH CERTIFY 11/A T TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE 1!171-1 THE ON-SITE EARlHWORK SPECIF/CATIONS. 7. SAFETY FENCES SHALL BE PROV/OED BY 1HF: CONTRACTOR WHERE REQUIRED BY THE CITY fl'JG/NEER. 8. DURING AC71W:: CONSTRUC710/II, AREAS SHALL BE WATERED TO REDUCE FUGl71vt:: DUST. 9. CONTRAC1VR 1V ADJUST ALL PROPOSED AND EXIS71NG FACIL/nES TO GRADE:. 10. CONTRACTOR TO REMOVE/REPLACE/RELOCATE ALL EX/S71NG FACIL/71ES RfQU/RED TO INSTALL PROPOSED IMPRO VEMVJTS. . 11. CONTRACTOR TO REMOVE/REPLACE/RELOCA1E .'NY LANDSCAPING/HARDSCAP/NG W:1/CH CONFLICTS IN ANY WAY '111711 THE fN5TALLA noN OR PROPER FUNC110NING OF THE PROPOSED IMPROVEMENTS. 12. CURB H£1G/1T SHA/.1. BE 6' FACE UNLE:SS OTHERWISE NOTED ON THE PLANS. CONTRACTOR'S NOTE CONSTRUC710N CONTRACTOR AGRITS THAT IN ACCORDANCE mm GENERALLY ACCEP1ED CONSTRUC710N PRACTICES, CONSTRUCTION CON7"AC1VR l'IILL BE REQUIRED TO ASSUME SOLE: AND COlo/PLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 11/E CWRS[ OF CONSTRUC110N OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE ro APPL y CONTINUOUSL y AND NOT BE LIMITED ro NORMAL WORKING HOURS, AND CONSTRUC710N CON1RAC7VR FURJHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF 111STA HARMLESS FROM ANY AND A/.1. UABIUTY, REAL OR ALI.EGED, IN CONNEC110N '1117H THE PERFORMANCE OF WflRK ON 1HIS PROJECT, EXCEP11NG LIABILITY ARISING FROM 1HE SOLE NEGLIGENCE OF CITY OF VISTA PROFESSIONAL. ENGINEER'S NOTE UNAU11/0RIZED CHANGES &: USES: THE ENGINEER PREPARING 71'ESE PLANS IWLI. NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUlHORfZED CHANGES 1V OR USES OF THESE PLANS. ALL CHANGES TO 7HE PLANS MUST BE IN WR/71NG AND MUST BE APPROVED BY THE PREPARER OF 111ESE PLANS. CITY OF VISTA FIR[ DEPARTMENT SEWER NOTES 1. ALL SEl\f1l IMPROVcMENTS SHALL BE DONE IN ACCORDANCE WITH THIS PLAN, 7HE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONS1RUCTION, 711E SAN DIEGO SPECIAL SUPPLEMENT 7V THE STANDARD SPECIF/CATIONS FOR PUBLIC 'NORKS CONSTRUC710N, 111E SAN DIEGO REGIONAL STANDARD DRAWINGS, ANO THE CITY OF \o1STA STANDARD DRAWINGS, ALL AS LAST AMENDED. 1'111ERE CONFLICTS ARISE, THE MORE LOCAL SHALL PREVAIL. 2. CONTRAC1VR SHALL OBTAIN A PERMIT FOR ANY EXCAVATION WITHIN EXISTING CITY OR COUNTY RIGHT-OF-WAY. J. THE CONTRACTOR SHALL NODFY THE ENGINEERING DEPARTMENT 48 HOURS IN ADVANCE OF BECclNNING WORK 1V ARRANGE FOR INSPEC110N (24-HOUR PHONE: (760-639-6113). 4. TRENCH mom AND TRENCHING SHALL BE PER SDRSD No. S-4 OR AS SHOWN ON THE PLANS. 5. PIPE BF:DDING AND TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH SDRSD No. S-4-. PVC (SOR 35) PIPE SHALL BE INSTALLED IW1H TYPE CROCK ENVELOPE PER S-4. ROCK SIZE: r• MAX. CRUSHED ROCK. . 6. FILL AREAS MUST BE COMPACTED TO MINIMUM 90 PERCENT REI.A 71VE COMPAC710N PRIOR ro PIPE INSTALLATION. SEWER NOTES {CONTINUED) 18. IN CONFORMANCE Wl111 RWQCB ORDER No. 96-04 AS LAST AMENDED, THE CONTRACTOR IS REQUIRED TO PREPARE A SANITARY SEl\fJ? OVERFLOW/ SPILL PREVENTION AND RESPONSE (SSOP&R) PLAN.. SHOULD A SEWER SPILL OCCUR, THE CONTRACTOR 'MLL BE REQ/JIRED TO CONTAIN THE SEWAGE FROM ENTERING WATER SURFRACE AREAS. CLEAN AND SANITIZE THE CONTAMINATED AREAS AS REQUIRED BY THE HEAL 1H DEPARMENT. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE AFFECTED AGENCIES AND FOR FILING A REPORT. FOR ASSISTANCE OR EMERGENCY. 7HE DEVELOPER MAY CONTACT: CITY OF Vl~tA/ BUENA SAN/TA 110N DISTRICT {7:JO AM TO 3:JO PM) (760) 726-1340 RANCHO BUENA WSTA DISPATCH {AFTER WORKING HOURS) (858) 756-J606 NO. DESCRIPTION SEWER ACCESS STATEMENT: I HEREBY CER71FY THAT I HA\,£ RE\o1EWED 11/f A TTACHEO SEl'IER PLANS AND HA\,£ DETERMINED 7HAT ALL SEf\f'R MANHOLES ARE ACCESSIBLE BY RECORDED EASEMENT; AND 111A T ALL ACCESS EASEMENTS 111LL BE IMPROVED IN COMPLIANCE WITH 7111S LEGEND ITEM NO. DESCRIPTION <D Q) Q) REMOW:: EXISTING CURB SAWCUT EXIS71NG PAVEMENT CONS1RUCT 8" CURB (MEDIAN) CONSJRUCT AC PA111NG SECTION (111/CKNESSES PER SEC710NS ON SHEET 2 &: GENERAL NOTE 4) CONSJRUCT CONCRETE MEDIAN PAVING, STAMP PATTERN AND COLOR TO MATCH EXIS11NG REMOW:: EX. LANDSCAPING AND fRRIGA 710N REMOW:: EX. AC GUTTER REMOVE EX. CONCRETE MEDIAN • I STD.DWG. SYMBOL QTY N/A JOO LF N/A -----JOO LF RSD G-1 JOO LF _i<;L. ii}, )•,. SEE TYPICAL 3550 SF SEC. SHT. 2 N/A 900 SF N/A 450 SF N/A IOO SF N/A 3600 SF 7. ALL NEW SEWER MAINS SHALL BE 8-fNCH (MIN.) PVC (SDR 35), WllH 7 (SEVEN) FEET MINIMUM COVl':R. CURVl':S OR RUNS OVER JOO FEET BETWEEN APPROVED MANHOLES REQUIRE SPECIAL DIS1RICT APPROVAL IN WRITING. 8. EACH LOT, AND/OR CONDOMINIUM SPACE SHALL BE SERVED BY A SEPARATE PRIVATE 4-fNCH %), AND W/71-1 A PVC (SOR 35) SEWER LATERAL SET AT A MINIMUM GRADE OF TWO PERCENT (2 MINIMUM /N\,f"RT DEP111 OF fl\,£ AND A HALF (5 Jf) FEET BELOW GRADE AT THE EDGE OF 1Hf PUBLIC RIGHT OF WAY PER SDRSD No. S-IJ AND S-14. fACH PRIVATE LATERAL SHALL BE INSTALLED mm A 4-INCH SElt£R CLEANOUT 1',!711/N 71-/E SERVICED PARCEL AND AS CLOSE AS POSSIBLE 1V 1HE RIGHT-OF-WAY 1!111/fN A CONCRETE UTILITY BOX PLACED AT GRAD£ t:-4/t ~ ,'(t?/ l·J-1,)I ILNGINEER OF WORK RCE DATE ® INSTALL TYPE IV (L 7J ARROW N/A Jf 2 EA EX1END EXIS71NG STRIPING 200' N/A 2 EA JOIN EXIS71NG Sm/PING N/A 7 EA CONNECTION OF A PR/VA TE LATERAL IN ro AN EXISTING PUBLIC SEWER MAIN SHALL USE A STANDARD PVC Wl1: GASKETED SADDLE SAW CUT OR BORED INTO THE MAIN IN AN APPROVED MANNER. NO LATERAL SHALL DISCHARGE DIRECT/_ Y INTO A PUBLIC MANHOLE. ' AN INSCRIBED •s• SHALL BE MARKED ON THE CURB 0/RECIL Y ABOW:: LOCATION OF 711£ SEWER LATERAL. 9. ANY PRIVATE SEWER LATERALS 6-INCH OR LARGER SHALL REQUIRE A MANHOLE AT THE MAIN LINE CONNECTION. ' 10. 711£ CONSTRUC710N OF PCC SEWER MANHOLES SHALL BE PER SDRSD No. S-17 {OR . S-2). PRECAST MANHDLE BASES ARE ACCEPTABLE FOR USE WITH 8-7HROUGH 12-/NCH COLLECTOR SYSTEMS. 11. ADJUSTMENT, RECONSiRUCTION, OR REHABILITATION OF SEK£R MANHOLES SHALL 8£ IN CONFORMANCE W/1H CITY OF VISTA STANDARD DRAIWNG No. 12. 711[ CITY/ DISTRICT ENGINEER OR HIS REPRESENTA 711/£, UPON INSPECTION, SHALL MAKE A DETERMINATION AS TO 71-/E EXTENT OR TYPE OF RECONSTRUC710N (OR REHAB/LITA TION) NEEDED TO BRING 7HE MANHOLE STRUCTURE TO CURRENT STANDARDS, AND IF 1ESTING IS REQUIRED. 12. AFTER COMPLE710N OF PIPE LA YING AND 7HE INSTALLA 110N OF ALL SEWER STRUCTURES, ANO BEFORE PAVING, ALL MAIN LINE SEl'lfRS. PRIVATE SEWER SERWCf LATERALS, AND ' STRUCTUR£S SHALL BE .TESIEO IN TH£ PRESENCE OF THE CITY/DISTRICT ENGINEER OR HIS REPRESENTA 11VE. THE SEl+fR MAINS SHALL FIRST BE WA 11'/E BAUED, MANDRELED, AIR TESTED, AND 711EN TELEVISfD. IF DETERMINED THAT MANHOLE TEST IS NEEDED, A VACUUM TEST METHOD IN COMPLIANCE l'IITH ASTM C f244-9J AND W/711 CITY PROCEDURES SHALL BE PERFORMED. 13. ALL SEWER MAINS (INCLUDING PRIVATE SEK£R LATERALS l!ITHIN 11/E RIGHT-OF-WAY-AND PUBLIC SEWER EASEMENTS) SHALL BE INTERNALLY TELEVISED BY THE CITY OF VISTA OR A CITY APPROVED TV INSPEC110N FIRM AS FOLLOIIS: A. PRE-TELE111SING INSPECTION OF EX/STING PUBLIC SEl\fll FACILITIES WAS PERFORMED ON 4/06/04 1V ASSESS 711£ CONDITION OF 711[ PUBLIC MAIN ANO ALL PRIVATE SEWER LATERALS WllHIN 71-/E PUBLIC RIGHT-OF-WAY OR PUBLIC EASEMENTS. THE APPROXIMATE LOCATION OF ALL PR/VA TE SEK£R LATERALS IS SHOWN ON 711E PLANS. NO GRADING OR TRENCHING WILL 8£ PERMITTED W/1110UT RRST PERFORMING THE PRE-TELEVISING INSPECTION REQUIREMENT. B. POST-TELEVISING INSPECTION OF EXIS71NG AND NEW!. Y CONSTRUCTED SEWl:.'R FAC/LfTIES SHALL BE REQUIRED PRIOR TO FINAL PA \o1NG AND/OR PRIOR 1V FINAL ACCEPTANCE OF 711£ SEIW:R FACILITIES. THIS INCLUDES PR/VA TE SEM:R LATERALS. C. TV INSPEC710N SCHEDULE AND VIDEO TAPE REVIEW FEES: CONffiACTOR IS REQUIRE:D TO CONTACT 711£ SAN/TA DON STAFF AT (760) 809-6146, OR 726-1340, EXTENSION 1JJ8 OR -1372 1V SCHEDULE THE TELEWSING JNSPE:C710N, THE CONTRACTOR IS REQUIRED TO PAY CITY A FEE 7Q REVIEW 711E VIDEO TAPE AND S/JBMITTALS, D. SUBMITTAL REQUIREMENTS (MIN.): THE TV INSPECTION SHALL BE PERFORMED ONLY BY THE 'CITY OF \o1STA' OR A CITY 'APPROVED' TV INSPECTION FIRM. 11/E CONTRACroR S/1ALL SUBMIT 1V TIIE CITY ENGINEER A COLOR VHS VIDEO TAPE WITH VERBAL DESCRIPTION, A WRITTEN MANUSCRIPT OF 71-/E PERTINENT DIALOGUE, AND A DIGITAL FILE OF THE TV INSPECTION DATABASE ANO STILL PIC71JRES. 11/E REQUIRED (MIN.) INFORMATION IS; PROJECT NAME, DRAll!NG No., DATE&: TIME, LINE ID AND LOCA 710N, PIPE SIZE AND TYPE, FOOTAGE, LA 7ERAL LOCATION FROM 711E UPSTREAM MANHOLE, AND ANY DEFECTS OR PROBLEM AREAS. 1HIS TAPE WILL BE REVIEl'll:D PRIOR 1V Fifi.AL ACCEPTANCE OF 711£ IMPROVEMENTS. 14. ALL MANHOLE COVERS FOR PR/VA TE SEIIE"R SYSTEMS SHALL BE MANUFACTURED WITH "PRIVATE SEWER" STAMPED ON 7HE mp OF THE LID. CONlofRSELY, 'CITY OF VISTA" (OR "BUENA SANITA110N DISTRICT" IF APPLICABLE) SHALL BE STAMPED ON MANHOLE (:OVERS 711AT BELONG IN THE PUBLIC SYSTEM. . 15. DETAILED RECOIW DRAWINGS MUST BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION OF THE IMPROVEMENT, AND SUBMITTED TO THE ENGINEER OF WORK. "AS-BU/Lr DRAWINGS MUST BE SUBMITTED BY THE ENGINEER OF WORK ANO APPROVED BY THE CITY/DISTRICT ENGINEER PRIOR TO ACCEPTANCE OF 7HE PUBLIC SEWER SYSTEM. FINAL LOCATION AND ELEVATION OF SEWER MAIN, MANHOLES, LATERALS, AND CLEANOUTS SHALL BE SHOWN ON THE RfCORD DRAl'IING AND THE "AS-BUILT" DRAWINGS. . 16. ENTRY ro CITY /DISTRICT MANHOLES IS CONSIDERED CONFINED SPACE ENTRY AS DEF/NED IN SECTION 5156, 5157, AND 5158 OF CALIFCX?NIA OSHA Till.£ 8 CCR GISO. IN ADVANCE OF 5UCH ENTRY, A CO,"IF/NED SPACE ENTRY PLAN SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY THE CITY/DISTRICT ENGINEER. 1 Z IN CONFORMANCE l'o!TH RWQCB ORDER No. 96-04 AS LAST AMENDED, ALL £XIS71NG SEllfR smucTURES ARE REQUIRED 7V Bf ACCESSIBLE FOR MAINTENANCE AT ALL 711./ES DURING CONSTRUcno:1. GRADED AND fMPROW::D ACCESS ROADS ARE REQUIRED FOR MAINTENANCE OF ANY SEM£R FACILITIES CONSTRUCTED; OED/CATION OF ADDITIONAL ACCESS ROADS AND EASEMENTS FO,~ MAINTENANCE OF 711E EXJS71NG SEWER FACILITIES MAY BE REQUIRED. MINIMUM PUBLIC SEWER EASEMENT WIDTH SHALL BE 15 FEET l'IITH A MINIMUM CLEAR TRAVEL WID711 OF 12-FEET. ALL SEWER ACCESS EASEMENTS 1'11111 A GRADE OF 10 PERCENT OR LESS SHALL 8E GRADED 1!1111 A MINIMUM 4-fNCH CL Ill A.B.. GREATER 7HAN 10 PERCENT SHALL BE PAVED WllH A MINIMUM OF 2-INCH A.C. ON 6-fNCH CL II A.B. TO A MAXIMUM GRADE OF 20 PERCENT. IN ADDITION, DRIVFWAY APRONS AND APPROW::D ACCESS GA TES (COVSD No.18) ARE REQUIRED AS DETERMINED BY THE CITY/DISTRICT ENGINfER. OWNER NAME: THE HOME DEPOT ADDRESS: 3800 io\f"ST CHAPMAN A VENUE ORANGE, CA 92868 PHONE: (714) 940-3549 CONTACT: BOB BURNSIDE Cl VIL ENGINEER NAME: FUSCOE ENGINEERING . SAN DIEGO, INC. ADDRESS: 6390 GREENWICH DRIVE, SAN DIEGO, CA 92122 PHONE: (858) 554-JSOO SUITE 170 REFERENCE DRAWINGS CITY OF WSTA IMPROVEMENT DWG NO. J551 CITY OF WSTA IMPROVEMENT 0~ NO. J779 CITY OF CARLSBAD IMPROVEMENT PLAN 413-3 CITY OF SAN MARCOS DWG. NO. IP-4J8J TRAFFIC ENGINEER NAME: RC£ TRAFFIC & TRANSPORTAION ENGINEERING ADDRESS: 9255 DlllON DRIVE LA MESA, CA 91941 PHONE: (619) 589-9151 ' VISTA /RR/GA TI0N DISTRICT NOTES I. THE DISTRICrs APPROVAL GIVEN HERE IS NOT AN APPROVAL ro BEGIN 7HE fNSTALLA TION OR CONSTRUCTION OF WATER FACILITIES. APPROVAL FOR THE INSTALLA710N OR CONSTRUCTION OF 7HE WATER FACILITIES IS ONLY GIVEN AFTER PROPER APPLICA710N AND/OR EXECU710N OF A C0NSTRUC710N CONTRACT AND PAYMENT OF ALL APPLICABLE FEES TO 11/E DISTRICT. 1V BE ACCEPTED THE APPL/CA 710NS AND/OR 71-/E CONSTRUCTION CONTRACT MUST BE SIGNED BY THE GENERAL MANAGER. 2. ANY WATER FACILITIES 711AT ll!LL BE UNDER THE JURISDIC110N OF THE DISTRICT SHALL BE CONSTRUCTED IN ACCORDANCE WltH 11/E Pl.ANS SIGNED BY THE DISTRICT AND WITH THE DISTRICT'S STANDARD CONSTRUCTION SPECIF/CA 710NS APPROVED BY 71-/E BOARD OF DIRECTORS ON JANUARY 5, 2000. 71-/E SIGNED "ORIGINAL• PLANS ON FIL£ AT THE DISTRICT OFFICE ARE THE ONLY PLANS RECOGNIZED BY THE 'a/STRICT AS •APPROVED.• A SIGNED SET OF PLANS ANO A COPY OF 71-/E SPECIF/CA 110N MANUAL MUST BE ON THE JOB SITE DUR/NI;; GONSTRUC710N OR (NSPECTIO~ OF WATER FACILITIES MAY NOT BE RENDERED. J. PROPOSED CHANGES TO 11/E •APPROVED• PLANS MUST BE REVIEWED AND SIGNED BY 711£ DISTRICT PRIOR TO THE INSTALLA 710N OF SUCH CHANGES AND SHALL BE /NCORPORA TED INTO THE 'ORIGINAL' PLANS 7HE OWNER, HIS ENGINEER OR HIS CONTRAC1VR SHALL NOTIFY THE DfSTRfCtS ENGINEERING DEPA8TMENT OF ANY DISCREPANCIES BETl'IEEN TH£ APPROVED PLANS AND ACTUAL FIELD COND/710NS , 4. THE DEVELOPER (HIS ENGINEER OR CONTRACTOR) SHAU OBTAIN 71-/E DISTRlcrs APPROVAL FOR THE INSTALLA 110N OF ANY 071-/ER UTILITY TO BE INSTALLED 1'11711/N ANY DISTRICT EASEMENT. THE APPROVAL MUST BE OBTAINED PRIOR ro JNSTALLA TION AND MUST BE INSPECTED BY 71-/E DISTRICrs INSPECTOR. 5. '3£FORE 1HE WORK IS ALLOWED ro BEGIN, THE CONTRACTOR IS ro CONTACT 711E DISTR1crs ENGINEERING DEPARTMENT AT 760--597-3116 TO DETERMINE WHEN OR IF WORK CAN BEGIN AND T;J ARRANGE A PRE-CONSTRUCTION MEETING W/111 11/E DISTRtcrs INSPECTOR AT 597-3126. INSPECTION REQUESTS SHALL BE MADE Ar LEAST 24 HOURS IN ADVANCE 6. THE DISTRICT REQUIRES ALL NEW AND EXISTING WATER LINES ro HAW:: E/11/ER A MINIMUM OF J6 INCHES OF FINAL COW::R OR A MINIMUM OF 18 INCHES OF COVER FROM 711£ BOTTOM OF 11/E SUB-GRADE, '1t11ICHEVER IS CREA TER. THE 18-INCH COVER DOES NOT REL/EV/:: THE CONTRAC1VR FROM LOCATING AfiD PROTECTING EXIS71NG UTILITIES DURING CONSTRUC710N. THE [}/STRICT SHALL BE NOTIFIED 'MIEN STREET STRUCTURAL SECDONS ARE DETERMINED BY 71/E APPROPRIATE ROAD AGENCY HAVING JURISDICTION OVl':R THE STREET. THE DEVELOPER OR HIS CONTRACTOR SHALL, AT HIS SOLE EXPENSE, COMPLY 1111H THAT AGENCr'S REQUIREMENTS AND OBTAIN THE 0/STR/CtS WRITTEN APPROVAL ON 111£ PLANS OF ANY COVER Cl1ANGES B[FORE 11/E INSTALLATION OF THE WATER LINE OR BEFORE REMOWNG E)f1S71NG COW::R. 7. UNAUTHORIZED CONNECTIONS TO THE DISTRJcrs WATER SYSTEM FOR CONSTRUCTION WATER OR ANY 011/ER PURPOSE IS STR/CIL Y FORBIDDEN AND ARE SUBJECT TO ENFORCEMENT UNOER 11/E DISTRtCrs RULES AND REGULATIONS. THE DEVELOPER, OWNER, AND/08 CONTRACTOR WILL Bf CHARGED I\ MINJ/,/UM, ,OF, $1,000 FOR EACH UNAU11/0RIZED CONNECTION AND THE DISTRICT MAY GONFl$CA TE ANY HOSES, VALVES, OR 011/ER APPURTENANCES USED TO MAKE ANY UNAUTHORIZED CONNEC710N. 8. 11/ESE PLANS ARE SUBJECT TO ADDITIONAL WATER .NOTES CONTAINED IN 1HF: SPECIFICATION MANUAL AND THOSE NOTES 111LL ALSO BE DISPENSED TO 11/E CONTRACTOR AND DEVELOPER AT 11/E REQUIRED PRECONSTRUC110N MEETING. INDEX OF SHEETS I -TITLE SHEET 2 -IMPROW::MENT PLAN FOR SAN MARCOS BLVD/PALOMAR AIRPORT RD &: BUSINESS PARK DR/WHITE SANDS DR # FINAL PA VE/JENT SECTIONS TO BE DETERMINED BY 711E SOILS ENGINEER IN 11/E FIELD AT TIME OF CONSTRUC710N WITH RNAL APPROVAL BY THE CITY ENGINEER. QUANTITIES ARE FOR SUBMITTAL PURPOSES ONLY NOT TO BE USED FOR BID PURPOSES SIGNING AND STRIPING NOTES 1. TRAfflC SIGNS. STRIPES. PA W::MENT MARKINGS AND PA vt::MENT MARKERS SHALL CONFORM TO 711£ LA TEST CAL TRANS TRAfflC MANUAL, CAL TRANS STANDARD SPEC/FICA 110NS AND STANDARD PLANS, THESE PLANS AND SPECIAL PROVISIONS. 2. ENGINEER SIIALL APPRO\,f" ALIGNMENT AND LOCATION OF SPOmNG OR TRACKING PRIOR TO CONTRACTOR PAIN71NG TRAFFIC STRIPES OR MARKINGS. J. CONTRACTOR SHALL REMOW:: ALL CONFLIC71NG TRAmc STRIPES, MA/1KfNGS AND LEGENDS BY WET SANDBLASTING. DEBRIS SHALL BE PROMPILY REMOVED BY 711£ CONTRACTOR. 4. CONTRACTOR SHALL MAINTAIN TRAfflC 711ROUGH 111E WORK AREA AND PRO\o1DE ALL NECESSARY TEMPORARY DELINEATION. 5. FOR ALL PA VEA/ENT MARKINGS AND LEGENDS, 71-/E CONTRACTOR SHALL E/711ER COORDINATE Wl111 711E CITY OF V?STA PUBLIC WORKS DEPARTME.IT TO UTILIZE CITY STENCILS OR PROWDE ENGINEER WITH VER/FICA TION THAT 71-/E STENCILS MATCH CITY OF VIS rA STANDARDS. 6. STREET NAME SIGNS, (S.N.S.), SHALL CONFORM TO 711£ SPECIF/CATIONS SHOWN ON CITY OF VISTA DRAWING jf. 7. STOP SIGNS. (RI), SHALL BE LOCATED AS CALLED OUT ON CITY OF VISTA DRAWING #6, CITY OF SAN MARCOS NOTES 1. CONTRACTOR SHALL N071FY 11/E CITY OF SAN MARCOS PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO 11/E BEGINNING OF ANY GRADING/CONSTRUCTION WORK AT (760) 752-7550. 2. ALL TRENCH EXCAVATION AND BACKFILL IN 11/E PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF 711E CITY'S EXCAVATION ORDINANCE. J. A TRAFFIC CONTROC PLAN, INCIJJ()ING, 71-/E. L1 YOUT OF CONSTRUCTION WARNING AND DETOUR 0,SJGNS, SHALL BE SUBWTTEO ro 71-/E PUBUC WORKS DEPARTMENT FOR APPROVAL A MINIMUM OF ;72 HOURS.PRIOR TO THE COMMENTMENr OF CONSTRUC710N. TRAFFIC CONTROL ·SHALL BE ,IMPLEMENTED BEFORE ANY WORK IS STARTED. . . ,st P',~I'- ' . , . • ,. • -. " ti;. d" ,.o~~ /:I ~¢- , , ',1 'I , , """' 'ti -, " •. ,C ' •.. ------7 ' ,. ,,. -, I I l \ -¥'. I '. I 1 0 . .I L f:;.,~.~!l'-A \ ' . ' '' \ VISTA ·-----------------7 CARLSBAD : VICINITY MAP NO ScALE l 51\N w,,,cos BL vp. (i'\ w. --- ' '\.._,( TO Sll-78 I "-s1TE ' I J -TRAFFIC SIGNAL MOD/FICA TION PLAN FOR SAN MARCOS Bl VD/PALOMAR AIRPORT RD & BUSINE:SS PARK DR/WHITE SANDS DR 1HESE PLANS VAi ID FOR TWO YEARS FROM APPROVAL SITE DEVELOPMENT PLAN EXPIRES: 01/27 /05 APN 219-540-16, 17, 18-00 CITY OF CARLSBAD CITY OF SAN MARCOS APPROVED FOR CONSTRUCTIOJ,h f l/ ../ • -~i&,¥,/JQ./~•-',:r,s,dil,-,o,l_-.._ B , ~ I .£ugpa Aguilar r co, Ci\y,'\:n!l_lneer R.C.E.: 3811.9 h exp.: 03f31 /2005 Date: o/'7/.?2 Y RCE: EXP /lEV IEWED BY: INSPECTOR STATrMENT Of ENGINEER OF WORK lhe undersigned engineer agr"!s that the work performed by _the engineer shall comply with the generally accep_ted stcmdorps and practices of the engineers trade or profession. The engineer further agrees thot the work porformed herein shall be_ in accordance with the rules and regufat;ons required by the City of 111sta. lhe engineer agrees thot any pion check or review. perform11.d by the City of Vista in its capacity os o public entity for the plans prepared by the engineer is not. o detterrmna.t,on ov the Cit~ r,f Vista of the technicaf.sumci~cy or adeauacv of/he vlans or design and therefore does not ref,eve he engineer ot respon~ibfllty tor the p1ans or design of improvements b<Jsed hereon. CITY OF VISTA SURFACE IMPROVEMENT Pl.AN FOR: PALOMAR AIRF'0RT ROAD AT DAIE bAJt The engineer aarees to indemnify onef hold harmless the City of Vista, its off',cers, aoents and emp/ove,,s from prpperty damage or botfdy injJry arising solely from the negligent acts, errors or omissions of the engineer, ifs agents or its employees, acting within the course and scope of such agency and emplo)'fTlent, and arising out of the work performed by the engineer. BUSINESS PARK DRIVE CITY"' fAAt.(,9AD • ,,9 <:\. D. ,,,<~, APPROVAL OF 1HfSE IMPROVEMENT PLANS DOES NOT ,,,.,,_,.._y ,,. ,t\ TITLE SHEET AND NOTES-.. °Sf~-G FUSCOE ENGINEERING Civil l'!IJl!ineers • 6391 Gmll1ich Dr., Suile 170 San Diego, Cali!ornia 11Zl22 Phone (858) 554-1500 FAX (050) 597-0335 Land Surreyors VISTA /RR/GA TION DISTRICT LEGAL DESCRIP noN ,;,l'ofESs1~, COMMIT orsTRrCT To SUPPL YING WA 1ER ro mis tf~ 1:-<"" 9-, = '• · J J Mf liL -._,, Fl !APPROVED, ... ~., ,,.,. 60C5f 6-J0-06 ,;., •. , 1 J • ~~~'/ffl,_f.R GUUARANTEE THAT WATER WILL BE • ~ ~~ rrl ~ . SENIOR CIVIL/ENGINE.ER RCE EXP. UC. CillDATESHEET-OF_ 1 ~--/ oi/d nil ' EJENHIARK: CITY OF VISTA BM V2009 A 2" A/_U.,JMI,/ CAP ON A ¾" -:--'il=-=·"=3 __ ._"'l_·j ~J:/filA1EbEDRCE}~& /fflf+-1-N-0--1.----D-ES-C~R-IP_TI_O_N ____ -t-a-TY-t--D-ATE-ii-..,-o--i-o-11_1E..,.,',-"': '..t ,tf7I 1·IQ•I)'$ 1•1•1t/ ~~~JT~~-=~~":S~~~~~~f~2009 1992 •1DWG 3798, I APPRO\,f"O DATE APPROVAL VALID FOR 7WO (2) YEARS FROM DATE. APN: 219-540-16, 17 & 18 APPRdl/EO CHANGES ENGi ER v~ WORy CE EXP. UC. DATE DATE ELEV-. 40J. l5 1/Sl (NGVD 29 ) . ._ ___________ _,1 ____________ ...a..;.;.;.;;.;;.;;.;;~;;;.;;..;..;.;;..;.;;.;;.~;,;;;;;;,;.;;.;.;.;..;....;.....;;_..i.. ________________ ~•··-----=::,~~==-----....I==~::...:.:/~ ... ,.t--...:.:~-i,-....:;;:.::...;..:;:;.:;;...;:;.;..;.;;._..;.;;:.;.;;...l-;w:iiivi'tN~2000-042 MAP G2~ · P.c. 23-235 G.P. GP04-010 ~ 0 "' C • y Ji- ~ £! Q ~ " ~ ro • .:,; " ~ 0 I N 0 ' ro " \1 q 0 ' ~ " ? ~ ~ ~ ~ "' "' w ~ ~ m ' t, 0 e ~ ~ ~ 0 t / ~ "' :I ~ ~ ~ z w , ~ .... Cl 0 "' ~ ~ , ~ ~ ,&;.. ~ ~ 0 N / 0 m 0"-• ;). I ~ 0"-cl " 0 ~ t • <. -\ IJ\ --- --- FUSCOE ENGINEERING Civil Engineers • -----~x. AC SWALE ----- ~~-~ 252 ---, ~ ~ ~ -----~-----~ ~,r:.r. -:-:--,· s. ~ -;:::::.--- ------------ 6390 Greenwich Dr., Sctlle 110 Sm Dir.go, l:alilarnia 92122 Phone (858) 554-1500 FAX (858j 597-0335 I.and Surreyors ~ EX. CURB CONSTRUCTION NOTES <D CV Q) © ® © CD ® ® @) ® xi REMOVE EXISTING CURB SAWCUT EXISTING PAVEMENT CONSTRUCT 8" CURB (MEDIAN) PER RSD G-1 CONSTRUCT AC PAVING SECTION (THICKNESSES PER SECTIONS ON SHEET 2 &: GENERAL NOTE 4) CONSTRUCT CONCRETE MEDIAN PAVING, STAMP PATTERN AND COLOR TD MATCH EXISTING REMOVE EXISTING LANDSCAPING AND LANDSCAPE /RR/GA TION SYSTEM REMOVE EXISTING AC GUTTER REMOVE E:XIST1NG CONCRETE MEDIAN INSTAU TYPE IV (LT) ARROW E:XTEND EXISTING STRIPING 200' JOIN EXIS11NG STRIPING STRIPING DETAIL (PER CAL TRANS STANDARDS) CITY OF CARLSBAD ----- -----EX. AC SWALE TO REMAIN I oo· I CITY OF SAN MARCOS APPROVED FOR CONSTRUCTION e1n;~~~~ ~~~'#~:.l_- 2005 NO. DESCRIPTION !C > Ou, :r. 0 rr, fTI Ut 2~ E .,,_ VJ .-n111N NOS ~~, .)2~39~-!5'~T~O~M~=~:::;_.;.;..-,....--,,.a,l S.oo z --- B" CURB PER RSD G-1 NEW CONCRETE MEDIAN MATCH EXISTING TEX7URE: AND COLOR J.25' MIN. 18' G) NO SCALE CURB DATA NO. DELTA/BRG RADIUS LENGTH 1 As 16"54'28" 140.00' 41.J1' 2 N57"16'56"£ --9. 11' 1.0· -- INSTALL LOOP DETECTORs·--- PER CALTRANS S1D__ES-5A SEE SHEET-J-- 1.0' AC PAVEM~T AND BASE. MATCH EXISTING SECTION ('I" AC/12 CL2 BASE MIN,) REMOVE EXISTING MEDIAN PAVING 1.-----l----REMO\IE E:XISTING CURB 1,..---SAWCUT EXISTING PAVEMENT ~-GRIND AND OVERLAY FOR SMOOTH TRANSIT10N REMARKS 8" CURB • • -- 3 .1!,;a 16"55'23" 140.00' 4 bF 01 •55 '59" 2605, 75' 41.J5' 87.91' •• • • mESE PLANS VALID FOR 7WO l'FARS FROM APPROVAL SITE DEVELOPMENT PLAN EXPIRES: 01/27 /05 5 As 05"22'02" 1000.00· 9J. 68' • • 6 N81 "J0'20"E 19.90' •• -- STA IDJ[NT OF ENGINITR OF WORK The undersigned engineer agrees that the work performed by the engineer shall comply with the generally accepted standards ond practices of the engineer's trade or profession. 7he engineer further agrees that the work performed herein shall be in occordooce with the roles and regulations rl!(/u/red by the CFty of Vista. The engineer agrees that any plan check or review performe/J by th~ City of Vista in its copgcity as a public en!ity for the plans pr~ared by the engineer is not a detem,/natlon by the Cit~ of Vista pf the tee_ hnlcof. surtici~flcy_ or adeguqcv of/h• plans or design and therefore does not relieve the engineer or rssponsiblllty ror tne plans or desrgn or rmprovements Dosed hereon. Jhe engineer oarees to indemnify and hold harmless the City of Vista, its officers, a=t• and emplpyees from property damage or bodily inµry arising solely' from the negligent acts. errors or omissions af the engineer, ,rs agents or its employees. acting within the course and scope of such agency and employment, and arising out of the work performed by the engineer. CITY DATE VIO DATE ttm 1-fo•P, /tf•I( APPROVED CHANGES RCE EXP. UC. DATE DATE "AS BUILT" RCf: E:XP. RE:VIEJ/£0 BY: II/SPE:CTCJ? CITY OF VISTA SURFACE IMPROVtMtNT PLAN FOR: PALOMAR AIRPORT ROAD AT BUSINESS PARK DRIVE DATE DATE: 60051 6-J0-06 . ~ I 2 J I SENIOR C L NGIN_ R RCE EXP. UC. DATE ATESHEET_QF_ BfJK:H.IARK: CITY VISTA BM V2009 A 2" ALWIMM CAP ON A %" ~---...._, REJJAR STAWE:D "HWSAKER .t ASSOC. GPS WNTROI.. POINT 2009 1992" IDWG 3798 I LOCATED AT TI/£ SOOTH 00 CF 1/0lf/TAIN PASS CIRQE. _ _ ELEV= 403. 15 MS/. (r>K;VO 29) MAP G2t2. P.C. 23-235 G.P. GP04-010 .. N 0 ~ C ~ E- ~ ll £ "ii ~ ~~ n lo; 6 ' N 0 ' ~ 8 "' ~ '-' ,, Q ' "' _? ~ cl: ~ ~ ~ ~ ' I, i< !;a ! ~ ~ 3 ~ ~ ~ .. ~ 0 ~ cc " N '1 ;:; '.], 0 0 '""' ,a;.. ,i, I..H ;;;-N g a-... 6 I ~ i a-... CONSlRUCTION NOTES © 0 ® ® © ® ® 0 INSTALL NEW TYPE "E" LOOP DETECTORS AS SHOWN CENTERED IN TRAFFIC LANE. SEE SIGNING AND STRIPING PLANS FOR LANE STRIPING DETAILS. 2"C.,1-DLC ___ 1 EXISTING SIGNAL SERVICE TO REMAIN © EXISTING CONDUIT AND CONDUCTORS TO REMAIN. EXISTING LOOP DETECTORS TO REMAIN. 2"C.,1-DLC . __ ® EXISTING SIGNAL EQUIPMENT TO REMAIN. INSTALL 1-DLC (05) IN EXISTING CONDUIT. EXISTING CONDUCTORS TO REMAIN. EXISTING SIGN TO REMAIN. INSTALL NEW TYPE 'E" LOOP DETECTORS AS SHOWN CENTERED IN TRAFFIC LANE. SEE SIGNING AND STRIPING PLANS FOR LANE STRIPING DETAILS. ABANDON EXISTING LOOP DETECTORS. CONNECT NEW 05 DLC TO DETECTOR SLOT J9U. -- 02 -- ©~ ( 7 \ (i\ (7\ -,.. >-~ 05 / / 180' TO -( 6 \ (5\ ©~ ( 6 \ ;!_ X-WALK --05 / / I 02 410'10 X-WALK I 7 I 11 1t © 02 (4\ '-- (4\ © 02 '--/ © 02 / 2 '--/ I 218+80 t ©~ 02 <', f 02 ~ --7 @ 2"C.,1-DLC 2' INTERCONNECT CONDUIT ® ~ rn CITY OF SAN MARCOS Dale: ---@ 2"C.,4-DLC GENERAL SIGNAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CAL TRANS) STANDARD SPECIFICATIONS AND STANDARD PLANS ( LATEST EDITION), ALL SUBSEQUENT AMENDMENTS THERETO ISSUED PRIOR TO CONSTRUCTION, THESE PLANS AND THE LATEST CITY OF VISTA TECHNICAL PROVISIONS FOR TRAFFIC SIGNAL CONSTRUCTION. 2. DETECTOR, POLE AND PULL BOX LOCATIONS SHOWN ARE APPROXIMATE. ACTUAL LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER. CONTRACTOR SHALL OBTAIN APPROVAL FOR LOCATIONS PRIOR TO FINAL PLACEMENT. 3. THE SHOWN LOCATION OF ALL EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL SUBSTRUCTURES, WHETHER SHOWN HEIREIN OR NOT AND PROTECTING THEM FROM DAMAGE. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR. HAND DIG FOUNDATIONS UNTIL CLEAR OF SUBSTRUCTURES, IF REQUIRED, TO PROTECT UTILITIES. PHONE "UNDERGROUND SERVICE ALERT" AT (800) 227-2600. 4. ALL VEHICLE INDICATIONS SHALL BE 12-IINCH LED TYPE, ALL PULL BOXES SHALL BE NO. 5 AND ALL CONDUIT SHALL BE 2-INCH, UNLESS SHOWN OTHERWISE. 5. ALL VEHICLE SIGNAL SECTION HOUSINGS, VISORS, AND BACK PLATES SHALL BE METAL. ALL VEHICLE SIGNAL SECTION LENSES SHALL BE GLASS. 6. COORDINATE SERVICE DETAILS AND SCHEDULING WITH SAN DIEGO GAS AND ELECTRIC \o1/ELL IN ADVANCE OF NEED. 7. TYPE "E" DETECTORS SHALL BE 6' WITH TEN FOOT SPACING IN THE DIRECTION OF TRAVEL. ALL LOOPS SHALL BE CENTERED IN LANES EXCEPT AS NOTED. 8. CONTRACTOR SHALL FURNISH AND INSTALLALL TRAFFIC SIGNAL STANDARD MOUNTED SIGNS AND PERFORM REMOVAL OF ALL STRIPING AND PAVEMENT REFERENCE DRAWINGS: MARKINGS IN CONFLICT WITH THIS PLAN. DWG. # 4383 & 3779 9. PEDESTRIAN SIGNALS SHALL BE TYPE "A" WITH INTERNATIONAL SYMBOLS. i==========L-----, BEFORE EXCAVATING VERIFY LOCATION OF 10. ALL CONSTRUCTION OPERATIONS SHALL BE LIMITED TO THE PERIOD BETWEEN UNDERGROUND UTILITIES -CONTACT: 7:00 AM AND 5:00 PM, MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE CITY ENGINi:ER. UNDERGROUND SERVICE ALERT SAN DIEGO GAS & ELECTRIC PACIFIC BELL CITY OF VISTA VISTA IRRIGATION DISTRICT COX CABLE SEWER 15400sign(]l7 800-227 -2600 800-660-7343 619-57 4-5052 760-726-1340 760-806-3100 760-806-9809 760-726-1 340 11. 12. CONTRACTOR SHALL MAINTAIN TRAFFIC THROUGH THE CONSTRUCTION AREA AND PROVIDE ALL NECESSARY CONSTRUCTION WARNING SIGNS AND MARKINGS REQUIRED. CONTRACTOR SHALL PAINT ALL NEW STRIPING AND MARKINGS AND INSTALL PAVEMENT MARKERS AS SHOWN ON THIS PLAN PRIOR TO SIGNAL TURN-ON. ( 7 __::,. /5 ( 4 '2\ "'-1 © © 07 01 \' I <"<\ 04 04 ®© 7 R73-6 I I I 07 '--/ 1ajv. 18 '--/ 03 4 I I r 08 © 07 I I ®· 2"C.,1-DLC 0 POLE & EQUIPMENT SCHEDULE 2"c.,1-s1c@ POLE DATA SIG LP SOD VAP SIGNAL MOUNTING 1--------1 NO. TYPE HGHT MA MA WATTS VEH MA PED @ 29-5-70 30' 55' 15' 180 SV-1-T 3-MAS SP-1-T ® 1-A 10' TV-2-T EXISTING CONTROLLER@ © 26-4-70 30' 45' 15' 180 SV-2-T 2-MAS SP-1-T ® lYPE 15 30' 15' 180 SV-2-T SP-1-T ® 2" INTERCONNECT CONDUIT ® 29-5-70 30' ® 1-A 10' 50' 15' 180 SV-2-TA 3-MAS TV-2-T SP-1-T SP-1-T G -8@ @ 24-4-70 30' 15' 180 SV-1-T 2-MAS H 5 ® lYPE 15 30' 15' 180 SV-2-T SP-1-T ~9 -- PPB 0 QUAD 2 N 2 N 8 E 8 E 8 s 8 s STREET SIGN MESSAGE White Sends Dr Palomar Airport Rd Business Park Dr San Marcos Blvd LOCATION TURN A B REG. REMARKS 8' r EXISTING STANDARD 10' 2.5' EXISTING STANDARD 14' 2.5' EXISTING STANDARD 13' 2.5' EXISTING STANDARD 4' EXISTING STANDARD 7' EXISTING STANDARD 12' 2.5' EXISTING STANDARD 8' 2.5' EXISTING STANDARD @ 2"C.,1-DLC, 1-SIC © ~ ~ h4-+t---+=-----------------;:~~-;-~~~:::;:;:::~=-=-=-::--=~-=--:=-:=----=====----®-3_2_"_c_.,1_-s_1c __ ~06 r~2_)@ 06 I ©;L-_2" INTERCONNECT CONDUIT ®=-3 -__ SAN MARCOS. BOUL1EVARD 06 ~; 0 © -~~~ / 02P ® 2" INTERCONNECT CONDUIT ®@ TYPE £ LOOP DETECTORS. T'tP. 2' 4' ' 6' 10' 6' ,o· 6' 12• MW£ X-WALK OR UMIT UN£ TYPICAL LOOP LAYOUT PHASE DIAGRAM , 2 3 tr '-r i I- +--~ 5 6 7 . l -_j +--~ l~ L.. ' NO. DESCRIPTION CITY DATE VID DATE APPROVED CHANGES ~ CONDUIT AND CONDUCTOR SCHEDULE CONDUIT RUN NUMBER AWG CIRCUIT Ii\ /2\ /3\ /4\ Is\ /5\ J '\ Is\ /\ == ' POLE A 1 POLE B 1 1 12-CON-POLE C DUCTOR POLED SIGNAL POLEE CABLES: POLE F POLE G POLE H TOTAL 1 2 POLE A 1 POLE B 1 1 3-CON-POLE C DUCTOR POLED SIGNAL POLEE CABLES: POLE F POLE G . -POLE H TOTAL 1 2 ¢1 .. ¢2 -¢3 ' t 1 , ¢4 ., ·-, 'nl'.!" BDLC ¢5 r/J6 r/J7 r/JB 2 2 TOTAL 3 3 EVP DETECTOR CABLE 1 1 II 10 LUMINAIRES 2 II 10 i IISNS INTERCONNECT CABLE NUMBER 1 1 CONDUIT INCHES RC E TRAFFIC ENGINEERING 925!1 DILLON DRIVE, IA MESA, CA. 91941 I, -9151 fax 589-9209 34512 9/30/05 RCE EXP.UC.DATE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 5 6 1 8 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -1 . 1 1 1 4 5 6 1 8 1 1 4 4 4 4 1 1 1 1 2 ? 3 3 3 3 4 4 2 2 2 2 2 2 -10 10 14 5 19 1 2 3 3 4 2 2 2 2 2 1 1 2 2 1 2 2· 3• 3• 3• 2· 3• ~ESS ~H. ~ No. 34&12 E,q,. ll-30-Cll5 06 410' TO LIMIT LINE DETECTOR ASSIGNMENTS DET. fl/ SLOl FIELD lERMINAL NO. CONNECTIONS 1 2 /2U 12-5 &-6 2 2 /2L 12-7 &-8 J 2 /JU T2-9 &-,a 4 2 IJL T2-'1 ,t f? ~ 5 J9U Tl-9 &-10 6 5 J1U TJ-1 &-2 7 5 Jtl TJ-.1 .a. 4 8 4 l6U T4-9 &-10 9 4 16L T4-11 ,t 12 10 7 J5IJ T5-5 &-6 11 7 J5L 75-7 &-8 12 6 J2U TJ-5 &-6 1J 6 J2l TJ-7 4t 8 ,,. 6 JJL TJ-11 4t 12 15 1 /IU 72-1 ct 2 16 8 J6U 75-9 &-10 17 8 J6l T5-l1 &-12 18 J /5U T4-5 &-6 PPB 2 l12U TB-4 &-COM 6 PPB 4 /12L TB-5 &-COM 6 PPB 6 11J/J TB-7 & COM 9 PPB 8 1131. T8-fJ &-GUM 9 £VP£ 2 &-5 J12U IIJ-'f 4' UJM 71 £VP£ 6 4t 1 Jt2L T9-5 &-COM 6 £VP£ .. &-7 J1JU T9-7 4t COM 9 £VP£ .J &-8 J1JL T9-8 &-COM 9 Fl.ASH SENSE l14U TB-10 &-COM 12 THESE PLANS VAUD FOR 00 YEARS FROM APPROVAL "AS BUILT'' DATE RCE EXP. REVIEWED BY: INSPECTOR DATE CITY OF VISTA TRAFFIC SIGNAL MOD/FICA 170N PLANS FOR: SAN MARCOS BLVD/PALOMAR AIRPORT RD & BUSINESS PARK DRIWHJi~.$4'iR§JJll PPAOVED SENIOR EER P.C. IDIIC 3798 I G.P.04-010