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HomeMy WebLinkAboutDWG 433-2; SDP 02-13; CASSIA HEIGHTS; 01-14GENERAL NOTES 1. 11,IS PLAN SUPERSEDES ALL 011,ER PLANS PREVIOUSLY APPROVED BY TI,E CITY OF CARLSBAD REGARDING IMPROVEMENTS SHO'wN ON 11,IS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF TI,E CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR 011,ER ADDITIONAL DOCUMENTS LISTED HEREON AS TI,EY MAY PERTAIN TO THIS PROJECT. TI,E ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE TI,ESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR TI,E CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO TI,E CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM 11,E CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING TI,E CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TI,E PERMITTEE'S POLICY IN TI,E MINIMUM AMOUNT OF $1 ,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TI,E INSURANCE COMPANY WRITING TI,E POLICY MUST HA~ A RATING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM TI,E CITY AND 011,ER APPROPRIATE AGENCIES. 6. REVISION OF TI,ESE PLANS MAY BE REQUIRED IF TI,E PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO TI,E DEADLINE DA TE OF TI,E IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO TI,ESE PLANS WITI,OUT THE WRITTEN APPROVAL OF TI,E CITY ENGINEER, NOTED Wlll,IN TI,E REVISION BLOCK, ON TI,E APPROPRIATE SHEET OF TI,E PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME TI,E PROPERTY OF TI,E CITY UPON BEING SIGNED BY TI,E CITY ENGINEER. 9. TI,E ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY TI,E ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TI,E WORK BY TI,E CITY. 10. ACCESS FOR FIRE AND 011,ER EMERGENCY VEHICLES SHALL BE MAINTAINED TO TI,E PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE Wlll,IN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF TI,E STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN TI,E FIELD OF APPLIED SOILS MECHANICS. TI,E SOILS REPORT WILL BE SUBMITTED TO TI,E CITY ENGINEERING INSPECTOR WITI,IN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. TI,E WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF TI,E FIELD TESTS. 12. A PRECONSTRUCTION MEETING SHAI I BE HEl P AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK, TI,E CONTRACTOR SHALL SCHEDULE TI,E MEETING BY CALLING TI,E INSPECTION LINE AT (760) 438-3634 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS 011,ER 11,AN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING TI,E ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE PAY BEFORE THE INSPECTION IS NEEDED INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST 011,ERWISE. REQUESTS MADE AFTER 2: 00 P .M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. TI,E O'wNER AND /OR APPLICANT TI,ROUGH TI,E DEVELOPER AND /OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTI, STANDARDS, LAWS AND REGULATIONS. 15. TI,E CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO TI,E CITY ENGINEER AND /OR CONCERNED AGENCY SHOWING TI,E DESIGN OF SHORING, BRACING SLOPE OR 011,ER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM TI,E HAZARD OF CAVING GROUND DURING 11,E EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING TI,[ PIPE INSTALLATION TI,EREIN. 11,IS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTI, AND APPROVED BY TI,E CITY ENGINEER AND /OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF TI,[ PLAN VARIES FROM TI,E SHORING SYSTEM STANDARDS ESTA Bl !SHED BY THE CONSTRllCTION SAFETY ORDERS TIT) E 8 CALIFORNIA ADMINISTRATIVE CODE. TI,[ PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT TI,E CONTRACTORS EXPENSE. A COPY OF TI,E OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO TI,E INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITI,IN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WJI I CEASE IMMEPIAIEI Y AND TI,E PERMITTEE WILL NOTIFY TI,E CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL TI,E PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM TI,E CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON TI,E SITE OR ADJACENT TI,ERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTI,MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY 011,ER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO TI,E PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY TI,RU FRIDAY AND NO EARTI,MOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT TI,E ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO TI,E CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. TI,E CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT Of THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITI,OUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. TI,E EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHO'wN ON TI,E CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF TI,E AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTI,ER UTILITY FACILITIES OR STRUCTURES NOT SHO'wN OR IN A LOCATION DIFFERENT FROM TI,AT SHO'wN ON TI,E PLANS. TI,E CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT TI,E UTILITIES SHO'wN ON TI,E PLANS AND ANY QTI,ER EXISTING FACILITIES OR STRUCTURES NOT SHO'wN. 21 . TI,E CONTRACTOR SHALL VERIFY TI,E LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITI,IN TI,E PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT TI,E REVISIONS OF TI,E CONSTRUCTION PLANS IF IT IS FOUND 11,AT TI,E ACTUAL LOCATIONS ARE IN CONFLICT WITH TI,E PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCliON NEAR TI,EIR FACILITIES AND SHALL COORDINATE WORK Will, A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7343 PACIFIC BELL (800)892-0123 ADELPHIA CABLE COMMUNICATIONS l760l438-7741 COX COMMUNICATIONS 760 806-9809 CITY OF CARLSBAD(STREETS AND STORM DRAIN) 760 434-2980 CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHO'wN ON TI,ESE PLANS WAS GENERA TED BY AERIAi --METHODS FROM INFORMATION GA TI,ERED ON JULY 30 20_ll2_ RY GEODETIC CORPORATION SAN DIEGO, CAUFORNIA TOPOGRAPHY SHO'wN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS . ~ < "' "' ROAD o-''I< ,&.IRP0R1 ?'" ;? ~ ,S-" ... I" ')).\~o ',IDA c• 0' NICOU "\\\)fl.: 0 :x> "' ROAD CASSIA. 0~ V N -:;; ~~~ 51<\,;,;ER C1 ', V ?"'"Sc 1 9£,~( rfi'.lc;.,E p( c,. " ~ 00 O ~ I..N AVI ARA PKWY ALG A ROAD LOCATION MAP 11,0MAS BRO. 2000 EDITION 1127 D-5 NO SCALE STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF TI,E STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN TI,E FIELD OF APPLIED SOIL MECHANICS, ON TI,E PREPARED BASEMENT SOIL. TI,E "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO TI,E ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHO'wN ON TI,ESE PLANS.UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHO'wN ON TI,E "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINARIES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALILED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE Will, A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTI, IS LESS 11,AN 15 FEET AND BACKFILLED Will, 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED Will, PROPERLY COMPACTED SOILS. IN 011,ER AREAS TI,E PIPE WILL BE PLUGGED Will, CONCRETE OR REMOVED AS APPROVED BY TI,E CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALILED PER SECTION IV D.3 OF TI,E CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN TI,E STREET Wlll,IN TI,E LIMITS OF WORK OF 11,IS PLAN PER SDRS DWG M19. 9. ALL SURVEY MONUMENTS AND POINTS 11,AT ARE DISTURBED BY 11,IS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER TI,E PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO TI,E CITY ENGINEERING INSPECTOR. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE TI,AT I AM TI,E ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER TI,E DESIGN OF TI,E PROJECT AS DEFINED IN SECTION 6703 OF TI,E BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT Will, CURRENT STANDARDS. I UNDERSTAND 11,AT TI,E CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TI,E CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN .. FIRM: MASSON & ASSOCIATES, INC. ADDRESS: 200 ~AST WASHINGTON A VENUE SUITE 200 CITY, ST.: __ E=S~C~O~ND~ID~O~•~C~A=Ll~FO~R~N=IA~92=0=2~5 __ R.C.E. NO.:_-= REGISTRATION EXPIRATION DATE: 12/31/07 SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE Will, TI,E "CARLSBAD MUNICIPAL WATER DISTRIcrs SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWING AND SPECIFICATIONS", AND TI,E STANDARD SPECIFICATIONS, MARCH 1993, AND TI,E STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK). 2. TI,E CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM TI,E DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF TI,E STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO TI,E DISTRIcrs EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM TI,E DISTRICT. IT MUST BE SIGNED AND APPROVED BY TI,E DISTRIcrs ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CI TY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. TI,E CONTRACTOR SHALL NOTIFY TI,E CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO 11,E BEGINNING OF CONSTRUCTION. (TELEPHONE NO. (760) 438-3891) I== I I I I I ...J ~ /1 I I I I Irr: irl , ,/ ,t...-, 1i 1 I / u i I qj / I z _J_ I I f; -- l~I I KEY MAP I w :c: (/) SHEET INDEX SHEET NO. 1 2 3 4-5 6-7 DESCRIPTION TITLE SHEET CROSS SECTIONS AND NOTES CASSIA ROAD EL CAMINO REAL PUBLIC WATERLINE SCALE 1 "= 80' 8 9 EL CAMINO REAL SIGNING AND STRIPING TRAFFIC SIGNAL TITLE SHEET 10 TRAFFIC SIGNAL PLAN 11 12-14 TRAFFIC CONTROL TITLE SHEET TRAFFIC CONTROL PLAN REFERENCE DRAWINGS DWG. 389-9 IP FOR SDP-98-19 DWG. 389-9A GP FOR SDP-98-19 DWG. 394-1 WTR PLANS FOR 34461 DWG. 414-4 RW PLANS FOR 3887H PROJECT LOCATION 11,IS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 215-021-06 TI,E CALIFORNIA COORDINATE INDEX OF 11,IS PROJECT IS N 1986666.9237 E 6248951.0680 BENCH MARK DESCRIPTION ELEV. ESTABLISHED BY COUNTY OF SAN DIEGO. A STIREET C.L. MON. ON EL CAMINO REAL 2.31 Ml NLY FROM LA COSTA AVENUE. 1972 RECORDED DATUM DA TE: Dec 06, 05 4: 35pm by. mkosowsko 303.498 ELEVATION FILE: I: \DWG\01 \1D92\PROO \Construct\lP\1092-IP01 .dwg N w li1 M A S S O N & A S S O C I A T E S, I N C. PLANNING~ ENGINEERING~ SURVE Y ING 200 E. WASHINGTON AVE . .-SUITE 200 •ESCONDIDO• CA 92025-1816 TEL (760) 741-3570 • F"AX (760) 741-1786 • www.mosson-ossoc.com 5l 0 I 1 I I I CARLSBAD MUNICIPAL WATER DISTRICT 4-t f!' C,:~ ~Cl j(._ //3.>/DI. ROBERT J. WOJCI DA TE , • DEPUTY aTY ENGINEER, R.C.E. 33698 EXP. IS-30-06 WORK TO BE DONE TI,E IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE Will, TI,E FOLLOWING DOCUMENTS, CURRENT AT TI,E TIME OF CONSTRUCTION, AS DIRECTED BY TI,E CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. 4. 11,IS SET OF PLANS RESOLUTION NO.S 5666-5669 DATED JULY 7, 2004. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY YJNJE & MIDDLETON ENGINEERING, INC, _____ DATED AUGUST 14. 2002 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY TI,E CITY OF CARLSBAD STANDARDS. 8. THE CARLSBAD MUNICIPAL WATER DISTRIcrs STANDARDS AND SPECIFICATIONS FOR WATER, SEWER AND RECLAIMED WATER. STANDARD SPECIFICATIONS: 1. TI,E CITY OF CARLSBAD SPECIAL PROVISIONS. 2. CALIFORNIA DEPT. OF TIRANSPORTATION STANDARD SPECIFICATIONS ( JULY 2002). 3. CALIFORNIA DEPT. OF TIRANSPORTATION STANDARD PLANS ( JULY 2002). 4. CALIFORNIA DEPT. OF TIRANSPORTATION, "MANUAL OF TIRAFFIC CONTROLS CONTIROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" (1996 ED.). 5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTIRUCTION (2003 ED.) INCLUDING REGIONAL SUPPLEMENT AMENDMENTS (LATEST ED.). 6. SAN DIEGO AREA STANDARD DRAWING (2003 ED.). LEGEND DESCRIPTION PROJECT BOUNDARY PROPOSED R /W EXISTING R/W SURFACE IMPROVEMENTS 4" AC OVER 6" AB 6" AC OVER 16" AB 6" TYPE 'G' CURB AND GUTTER 6" PCC CURB 6" AC DIKE, TYPE A 4" PCC SIDEWAUK PCC ALLEY TYPE DRIVEWAY DWG. NO. N/A N/A N/A GS17 GS17 SDRSD G-2 SDRSD G-1 SDRSD G-5 SDRSD G-7 GS-20 CURB RAMP, TYPE A SDRSD G-27 PCC CROSS GUTTER SDRSD G-12 2' WIDE 1 1/2" SAWCUT, GRIND & OVERLAY 100 W HPS STREET LIGHT SDRSD E-1, E-2 WAIER IMPROVEMENTS 8" PVC WATER MAIN 6" FIRE HYDRANT ASSEMBLY 8" GATE VALVE 1" MANUAL AIR RELEASE ASSEMBLY 2" BLOWOFF ASSEMBLY 1" AIR-VACUUM VALVE ASSEMBLY 2• AIR-VACUUM VALVE ASSEMBLY THRUST BLOCK 6" FIRE SERVICE W/4" DDCA 6" FIRE SERVICE W/ 6" DDCA 2• WATER SERVICE W/1-1/2" WIM & BFD 2• WATER SERVICE W/2" WIM & BFD RECYGLEQ WAIER IMPROVEMENTS 4" PVC RECYCLED WATER MAIN 2" IRR. SERI/ICE W/1-1/2" IRR. METER & BFD 1" AIR-VACUUM VALVE ASSEMBLY 2" BLOW OFF /MAN . AIR RELEASE ASSY END CAP AND TI,RUST BLOCK SEWER IMPROVEMENTS 8" PVC SEWER MAIN SEWER MANHOLE W2 W12 W16 W5 W6 W7 W7 W15 W22 W22 W4, W20 W4, W20 W2 W4, W20 W7 W6 W15 S-5 S-1 SYMBOL QUANTITY ----N/A ----N/A ---- --N/A , .... , ---w--- I • • <I liiji;Jt----- liiji;Jt----- ®>----- ®>----- ---RW-- ©>----- s 0 10,160 SF 6,047 SF 463 LF 48 LF 541 LF 2,315 SF 1,200 SF 1 EA 808 SF 614 LF 2 EA 1,022 LF 4 EA 3 EA 2 EA 3 EA 1 EA 2 EA 3 EA 4 EA 1 EA 4 EA 1 EA 297 LF EA EA EA EA 345 LF 2 EA CITY OF CARLSBAD FIRE DEPARTMENT "AS BUil T" REQUIREMENTS NO. OF F.H.(s)--i-F.FLOW ?mo r..P.M. OUT OF -1..F.H.(S). l&/'J )/}!,II z./ 2 '-/ C'f BLDG;/IPRINKLED @'NO ... F.FLOW.ll5bG.P.M. ~ S'lbse,/ \, P.E. ~~,-, 1,j XP . ·• --1 ,7 17_,,,,_ "'"' t~~rns1~:=-'------- FIRlil' MARstM ' DATE ~;!fjD ~ ( ,, ) INSPECfOR ~ \2~~1-0-::J-DATE ez/c1£i-zm7 / 'I/ .... ATE 2 11;/06 Ml>S & REVIScl:> .5EWE R AN:/> w11re~-sHr.~,s-. ..,11 °" ,,.l .,, ' • A..--· I SHE1ET I 5. 31 06 1'11>S~ 11ev1sel> wfl-re/l. <SJ<\lllG -SH,. 6 ,.....i SJ rJ.,;-_ 1.-,.,,.,, 2./21./o-t MOS £ M,-e>u,LTS ' 1--~---+~---------------t-----t---+---+-----t CITY OF CARLSBAD ENGINEERING DEPARTIMENT /1\ DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGlNEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DlPROVEMENT PLANS FOR: CASSIA HEIGHTS TITLE SHEET APPROVED ~r A.. ./ -;,....-/?'. J,4-;;.' GLENN THOMAS PRUIM, PE 5121"-4 CITY ENGINEER -• , I /y ,,./ ?(., EXP. 9/30/07 7 5Kfe: DWIN BY: 1 CHKD BY: ™'-..,. RVWD BY: ""'-~ PROJECT NO. SDP 02-13 DRAWING NO. 433-2 081007 I I I 051706 I 020306 I SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1 /2" X 11" SIZED SIGN . COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECLAIMED WATER USE A. IRRIGATE BETWEEN THE HOURS OF 10: 00 P .M. AND 6: 00 A.M. ONLY. WA TERI NG OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 8. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECLAIMED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO,AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND • A VISO -AGUA IMPURA-NO TOM AR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 8. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-'M<AP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-'M<AP OR_ 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. 2. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTH. C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY). D. PIPE IDENTIFICATION. E. POINTS-OF-CONNECTION (POC'S). F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. B. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B AND PART G OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. TYPICAL SIGNS EX. R/W 'f I ' PROPOSED R/W EXIST. 45' RIGHT-OF-WAY I PROPOSED 63' RIGHT-OF-WAY I 7.5'± 37.5'± EXISTING 45' RIGHT-OF-WAY EXISTING --~ 6" AC BERM EXIST. CURB AND GUTTER 9' 9' -- EXISTING CURB EXISTING AC PAVEMENT TYPICAL SECTION -EL CAMINO REAL STA: 256+69.05 TO STA: 259+58.65 NO SCALE EX. R/W \:. I ' 53' 39'± VAR. 1" AC GRIND AND OVERLAY SAWCUT LINE EXISTING AC DIKE (T.I. = 9) 2' 1' 14 18' R.O.W DEDICATION 10' I 5.5' 4.5 4" PCC SIDEWALK PER SDRSD G-7 6" TYPE 'G' CURB AND GUTTER PER SDRSD G-2 6" AC OVER 16" AB MIN . (SEE SllREET NOTE N0.1 ) PROPOSED R/W EXIST. 45' RIGHT-OF-WAY I PROPOSED 63' RIGHT-OF-WAY I 7.5'± 37.5'± EXIST. CURB AND GUTTER 9' EXISTING CURB 9' EXISTING AC PAVEMENT VARIES 39' -53' VAR. -========- 1" AC GRIN AND OVERLAY SAWCUT LINE TYPICAL SECTION -EL CAMINO REAL EXISTING AC DIKE STA: 260+69.13 TO STA: 262+96 (T.I. = 9) NO SCALE <t. R/W 56• 30' 30' 2· 1' 18' R.O.W DEDICATION 6" AC DIKE PER SDRSD G-5 6" AC OVER 16" AB MIN. (SEE SllREET NOTE N0.1) R/W 12' 20' 10' 4: AC OVER 6 AB MIN. (SEE SllREET NOTE N0.1) 8' 2,; I . 4" RECYCLED WATER ~ f ~ . 8" SEWER 7' 5.5' 2,; -,~, .,; 8" WATER TYPICAL SECTION -CASSIA ROAD {T.I. = 6) NO SCALE WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE \lt1TH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" VOLUt.lE 2 & 3, DA TED JANUARY 2004. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERt.llT FROt.l THE DIVISION Of INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF Of OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.t.l.W.D. LINES, A PERt.llT SHALL BE OBTAINED FROM THE C.M.W.D. OFFlCE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTION CONFERENCE t.lEETING SHALL BE HELD A t.llNlt.lUt.l Of 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY Of CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING Of CONSTRUCTION, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING. 5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMt.lENCEMENT Of WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERt.llSSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE Of t.lATERIALS Of THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY Of CARLSBAD FIRE MARSHAL 7. ALL RECLAlt.lED WATER t.lAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR 2,; - 4" PCC SIDEWALK PER SDRSD G-7 6" TYPE 'G' CURB AND GUTTER PER SDRSD G-2 WATER NOTES CONT. 8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION . 9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1• AND ALL METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON THE PLANS). 10. ALL WATER METER BOXES SHALL BE 17" x 30" x 12" POLYMER CONCRETE AS MANUFACTURED BY ARMOCAST OR EQUAL. 11 . MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH FINISHED SURFACE GRADE. 13. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. RECLAIMED WATER NOTES 1. WATER & RECYCLED WATER t.lAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" VOLUME 2 & 3, DA TED JANUARY 2004. 2. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC., SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. 3. NO PONDING, RUN-OFF OR OVER-SPRAY IS PERMITTED. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAlt.lED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRIcrs RULES AND REGULATIONS. 8. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A t.llNIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER.WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11 . CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREET, AND PRIVATE LOTS. 12. QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRIcrs RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRIcrs RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALILED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALILED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALILED ABOVE THE RECLAIMED LINE. 18. A MINIMUt.l OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAlt.lED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A. QUICK-COUPLING VALVES SHALL BE 1 INCH NOMINAL SIZE NELSON #7645, WITH BRASS CONSTRUCTION AND A NORMAL WORKING PRESSURE OF 150 P.S.I. OR RAINBIRD #44 NP. B. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD FOR OPENING AND CLOSING THE VALVE. C. THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK-COUPLING VALVES. IT SHALL BE PURPLE RUBBER OR VINYIL D. LOCKING COVERS ARE REQUIRED . 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 22. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. 23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLA CONTACT PHONE NUt.lBERS SH OF HEAL TH SERVICES AND CAR IMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH ALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT LSBAD MUNICIPAL WATER DISTRICT. ACT IN CASE OF EMERGENCY CONT OR AFTER HOURS CONTACT RICK DONAHOO RICK DONAHOO AI AI {760) 801-3694 {760) 801-3694 POTABLE WATER MAINS ON IMPROVEMENT PLANS. 24. SHOW ALL PUBLIC & PRIVATE ITEMS NOS. 8, 19 & 23 SHALL RECLAIMED WATER. ITEM NO. 2 THE ACTUAL SIGNS & TAGS WI BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF 2 THE SIGNAGE PLAN SHALL BE PART OF THIS 1.P. BUT LL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. (N.T.S.) WARNING RECLAIMED WATER DO NOT DRINK THE CONSTRUCTION Of RECLAIMED WATER MAINS -CARLSBAD t.lUNICIPAL WATER ------------------ DISTRICT", OCTOBER 1993 OR AS At.lENDED. BENCH MARK DESCRIPTION 'U'l.t./tff MOS ~ .t.-.--T 12" X 36" SIZE WARNING RECLAIMED WATER DO NOT DRINK R CLAIM ED WATER AVISO-AGUA IMPURA N TOMAR 1 • BLACK LETTERS 2• BLACK LETTERS .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS AVISO-AGUA I1.lPURA NO TOMAR 18" X 18" SIZE .016 ALUt.llNUt.l, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS DI AL TOLL FREE 1-800 -227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNI A ELEV. ESTABLISHED BY COUNTY OF SAN DIEGO. A SllREET C.L. MON. ON EL CAMINO REAL 2.31 Ml NL Y FROM LA COSTA AVENUE. 1972 RECORDED DATUM DA 'TE: Dec 06, 05 4: 36pm by. mkosowskc 303.498 ELEVATION FlLE: I: \DWG\01 \1092\PROO\Con1truct\lP\1092-IP02.dwg Ii] 11 A S S O N & A S S O C I A T E S1 I N C. PLANNING., ENGINEERING., SURVEYING 200 E. WASHINGTON AYE.• SUITE 200 •ESCONDIDO" CA 92025-1816 TEL {760) 741-3570 • FAX (760) 741-1786 • www.maaaon-aaaoc.com 11\ DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION TRAFFIC SIGNAL GENERAL NOTES: 1. THE LOCATION OF ALL UNDERGROUND UTILJTIES IS APPROXIMATE, THE"CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THIS PLAN AND VERIFY ALL JOB SITE CONDITIONS. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. 3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE tJNLESS OTHERWISE SHOWN. PULL BOX COVERS SHALL BE MARKED WITH TRAFFIC SIGNAL. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SPACING SHALL BE 200'. 4. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED 5.ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3• CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3" CONDUIT STUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTURE USE. 6. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATES. ALL RED, YELLOW, GREEN AND PEDESTRIAN SIGNAL INDICATIONS SHALL BE L.E.D. 7. PEDESTRIAN HEADS AND PUSH BUTTON SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE TYPE "A", L.E.D. PEDESTRIAN BUTTONS SHALL BE 2" ADA. 8. ANCHOR BOLT COVERS SHALL BE PROVIDED FDR ALL STANDARDS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF TRAFFIC STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND TRAmc SIGNING SHOWN ON THIS PLAN . 1 D. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE PUBLIC WORKS DIRECTOR OR THEIR REPRESENTATIVE FOR THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TD PAINTING AND INSTALLATION. 11 . SIGN PANELS FOR THE INTERNALLY ILLUMINATED STREET NAt.lE SIGNS SHALL BE FABRICATED USING PRISMATIC LENS SHEETING (DIAMOND -GRADE OR EQUIVALENT). 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEt.lENT t.lARKINGS BY GRINDIND. STOP SIGNS, "STOP AHEAD" SIGNS AND LEGENDS SHALL NOT BE REMOVED UNTIL TRAmC SIGNAL IS ENERGIZED. 13. THE CONTRACTOR SHALL NOT ERCT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY THE PUBLIC WORKS DIRECTOR. 14. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS. 15. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY t.lONUMENTATION AND/OR BENCHt.lARKS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE t.lONUMENTA TION BY A LICENCED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LJCENCED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. 17. LIMIT LINES AND CROSSWALKS SHALL BE FIELS LOCATED. 18. TESTING OF CONTROL EQUIPt.lENT AND CABINET WIRING SHALL BE ACOMPLISHED AT A FACILITY DESIGNATED BY THE CITY OF CARLSBAD. THE CONTRACTOR SHALL DELIVER AND PICK-UP EQUIPMENT. 19. THE CODUCTDR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE COTRACTOR'S RESPONSIBILITY TO RPOVIDE THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERATION. 20. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING WITH SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS. 21 . ALL SALVAGED EQUIPMENT SHALL BECOME THE PROPERTY OF THE OCNTRACTDR. 22.LUMINAIRES AND I.I.S.N.S. SHALL HAVE TYPE IV P.E.C. "AS BUil T" VU'/./ 'IJW 2.•:Z.C.•O., ,./ -P.E. ~,,;s@. °0 ~I . ri·••·O"'I DATE ~OBY· ~ o-zbb.<lJ.") DATE I SH~ET I CITY OF CARLS BAD Lir] ENGINEERING DEPARTIMENT 4 DlPROVEMENT PLANS FOR: CASSIA HEIGHTS CROSS SECTIONS AND NOTES APPROVED I)" ~ ,/;. 11C.t:&' 4_ 1.-V'~ 1/ ,~ NN THOMAS ~UIM,PE 274EXP. 9/30/07 ' MTE CITY ENGINEER DWNBY:~ PROJECT NO. DRAWING NO. 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N89'32' 32"W 16'31'20" N73'01'12"W 38'27'24" 1·25'57" CURB DATA RADIUS LENGTH 142.32' 100.00' 28.84' 50.00' 40.00' 26.85' 40.00' 1.00' OESCRtPTION 6" TYPE G C&G • • • • 6 5·53'3a• 40.00' 11. 72' REDWOOD HEADER 7 16'47'12" 210.56' 6" AC DIKE 8 N75'30'24"W 32.99' 6" AC "IKE SEWER MAIN DATA S'IM DELTAfl!RG. RADIUS LENGTH DESCRIPTION ,, r> N89'32' 32"W 1ni:. 10• 8" PVC SDR 35 N00'27'28"E ~1.0 • 1<1> N00"27'28"E ~ 16.nt '_) • 11+00 S't'M OELTA/BRG. RADIUS LENGTH DESCRtPllON 1 N89'32' 32"W 348.62' CASSIA ROAD CL RECYCLED WAlER MAIN DATA , ~~..--~, ~U" •~ --.Q~ 1 N8'1"32'9:Z.'W -4~• 4" PVC 'I i rn N00'2.te•i. :z:j' 4• Pvc / I 270.03' PRESSURE ZONE 384 WAlER MAIN DATA -• •~-,----=-DE=-=g=-=CR"='IP=,TI=-ON=:--:----t 1' N E -__ 41' 8" PVC CL 150 2 NB9'32' 32,r:_W~,...___,,.._~'----c--r-.c2.'l'l;,,,;'----;-~8:;--" -::P::-V~C-C'.:'.L~15::-:0:, J N00'27'28"E --26.00' 8" PVC CL 150 PRESSURE ZONE 550 -~ 20 10 0 • 12+00 ROAD N 20 SCALE IN FEET GRAPHIC SCALE 40 DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I 13+00 V ' -< ' 60 ~320 -----.. -- <O -+ .., - I~ <o ,' <o - ' ' FOR ONSITE GRADING & PRIVATE IMPROVEMENTS SEE GRAOING PLAN 433-2A WATER PROFILE SEE SHEET 7 ' I I 70 ,, f 10+00 CONSTRUCTION NOTES: 11+00 CD CD CD CD CD CD 0 ® ® ® ® ® ® ® ® ® ® @ ® ® ® ® ® ® ® ® ® ® ® ® ® @ 8" WATER MAIN . SEE WATER MAIN DATA TABLE. 6" FIRE SERVICE AND 4" DOUBLE CHECK DETECTOR ASSEMBLY PER CMWD W22 2" WATER SERVICE W/ 1 1 /2" METER AND BFD PER CMWD W4 & W20 1• AIR-VACUUM VALVf_ ASSEMBLY PER CMWD W7 2• BLOWOFF ASSEMBLY PER CMWD W6 6" FIRE HYORANT ASSEMBLY PER CMWD W12 8" TEE AND THRUST BLOCK PER CMWD W15 . INSTALL 2• BLOWOFF ASSEMBLY PER CMWD W6 AND CAP END OF 8" WATER BEHIND BERM 8" GATE VALVf_ PER CMWD W16 END CAP AND THRUST BLOCK PER CMWD W15 REMOVE EX. 24" TEE. INSTALL 24" FLG STL CROSS W/ 2o·x12· TAPPING SLEEVf_; 1-12· GATE VALVE; 1-12·xa· REDUCER; 1-1· MANUAL AIR RELEASE ASSY PER W5 8" 11 1/4' BEND 4" 11 1/4' BEND £ lt4SfALL 20">E12" TAPP1t4G SLEE','£ W/ 12" 61'TE \'fcL'IE W/ 1211 )( t" REDUOER .,. (@ .... cfo• &END W/ l}fRtlSf 0U)C.l( p~ CMWD w!f)-. a• 45· BEND W/ THRUST BLOCK PER CM'M> W15,@ B" 45• BENO W/ iH~tlST 81.0lK PE"~ CW\WD WIS < 6" GATE VALVE PER CM'M> W16 z.~ _ _ • _ _ _ . --4" RECYCLEO WATER MAIN. SEE RECYCLED WATER MAIN DA TA TABLE 2" IRR. SERVICE W/ 1-1/2" IRR. METER AND BFD PER CMWD W4 & W20 & 4" 22 1/2' BEND W/ THRUST BLOCK PER CMWD W1" ,-, ", , ~ ,· -:~--. 8" SEWER LATERAL AND CLEANOUT PER S-6 ce.36) 6" SEIER LATEIV.L PER 5-,;_ DRIP TO MltJN IS J 1.2' VNLESS HOT/;;D OTH&R..,SE.. _ _ ,-SEWER MANHOLE PER S-1 --• _ • SEWER MAIN . SEE OATA TABLE 8 LF OF CONTINUOUS SECTION OF CLASS 200 (DR 14 PER AWWA C900) PIPE, CENTERED OVf_R PIPE CROSSING. 4• AC OVf_R 6" AB MINIMUM OR PER SOILS ENGINEER'S RECOMMENDATIONS 6" TYPE "G" CURB AND GUTTER PER SDRSD G-2 CROSS GUTTER PER MODIFIED CITY OF CARLSBAD GS-9 6" AC DIKE PER SORSD G-5 -----------------. TYPE A CURB RAMP PER SDRSD G-27 4" PCC SIDEWALK PER SDRSO G-7 REDWOOD HEAOER 26' ALLEY TYPE DRIVEWAY PER GS-20 EX. POWER POLE TO REMAIN 1 OOW HIGH PRESSURE SODIUM LIGHT P.E. 5'jc,5e, 'mi. /2 /31 /07 DATE mWED~ IIQSPECTOI -..._ BENCH MARK DESCRIPTION ELEV. ESTABUSHEO BY COUNTY OF SAN DIEGO. A STREET C.L. MON. ON EL CAMINO REAL 2.31 Ml NLY FROM LA COSTA AVENUE. ~@..~,~~ [l-2u_i1D_13;2;_,06i_rt:;_MOS~-~~I+l~//,, -~;;~JOO~c.!IIE["!!::. =-~•·J.!::SWR~~'::'~j;i_,,,w~"--'ci::::11s~'::Sl~""A:::i"'AOO;ii~'::'~1/M~~°""~"'-'':;'~~.::::51Wt;;;'--~-LJl~_·l!i_rc ~~~-+-==--==-it=--==-i~~~-'~--t-~_,,_.,.,.-; I SH3EET I CITY OF CARLSBAD ~ REVl.51: REC Wl"R ~OftU REVISE Will MAIN ENGINEERING DEPARTMENT CONNECnON AT a CAMINO ~==~=============-==~ 1972 RECORDED DATUM DA TE: Dec 06, 05 4: 19pm by. mkosowsko 303.498 ELEVATION FILE: I: \DWG\01\1092\PROO\Construct\lP\1092-IPOJ.dwg - ~ = ~ ~ No. 59658 ffi * Exp.12-31-* Ii] ll A S S O N & A S S O C I A T E S, I N C. PLANNING• ENGINEERING• SURVEYING 200 E. WASHINGTON AVE . .,. SUITE 200 •ESCONDIDO• CA 92025-1816 TEL (760) 741-3570 • FAX (760) 741-1786" www.ma11son-aasoc.com l-'2':1!/~2i~•/~0'._'._7i-,:l't\'.-".0;::S'-l-'r..='-= 16__,80l=L,_,_,,,_1S ___________ -+----r--r---t---a I IMPROVEMENT PLANS FOR: 1 DATE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL CASSIA HEIGHTS CASSIA ROAD APPROVED d 'f' A 6cs&-a vV--'c i1r-¢~-' GLENN 1HOMA~1J.k),"274 EXP. 9/30/07~ CITY ENGINEER DWN BY: ::sJm aa , PROJECT NO. DRAWING NO. CHKD BY: ,.,__,c, 'al RVWD BY: ,.,,c-, SOP 02-13 433-2 \ ) l 081007 020 306 t I t ' I • i : -· -1c::; .) 0 0 0 0 I ., .. -.j-( 't N N - -: N -< . ,_ C -.j-,,., ~ ~11:> -.j-I() 0 "' I() N ~fcl-,--+-+-+-+-+--+.nl---++++-+--"LOljlc. ;;~·+-+-+-+-+-+--+--+--+++++-+-+-+-+-+-+-+-+--l---l--li--f-1 • ++-+-+-+---f'~r +-+-+-+-+-+--+--+-+-+-+-+-+-+-+-+-+-+-+-+-+-t--11--1--t-t-t-+-+-+-+-+-+-+--+-++-+-+-+-+-+-+-+-+-+-+-+-+-+--1-1--t-t-t-+-+-+-+-+-+-+--+-++-+-+-+-+-+-+-t-1 E(. 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' , ... , -EX. TELEPHONEf-(~ .... 16" FUEL ·. a, 0 + !::-16" w WATER w 10" FUEL ,n ~n . ~)~ "' 0 N d "' N + 14" WATER "l "' w -N -+ .... "' N I 258+00 ~ -A ', _/""\_ -----r ---- ---w __ _ C 258+00 I ----w --- ,,., <D W------4- L. -' ---w --- ------E ------E --···--E --· ·--E -\___-=---+ E ' --Su CURB DATA SYM DELTA/BRG. RADIUS LENGlH DESCRIPTION 1 N09"34' 37"W -2.99' 6" TYPE G C&G 2 Oi4'25" 1447.00' 6.07' • J 5"53'38" 1447.00' 148.85' • --... ' ' ' " , , , SD I-/--+--+ hi---SD - --s~ ~. _.,.,.. • -\ 1,J SD @ 24" SD "' ;UWA TER PROFILES ~; SEE SHEET 6 :8 ~ "'"' ' ' . , DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 259+00 VERT: 1"=4' I I I .>I I I W-----, IJ.J ' J lz --_· -JI() 25 :r: ,_ -~ ~IJ.J ~LAJ ~~ BENCH MARK DESCRIPTION ELEV. ESTABLISHED BY COUNTY OF SAN DIEGO. A STREET C.L. MON. ON EL CAMINO REAL 2.31 Ml NLY FROM LA COSTA AVENUE . 1972 RECORDED DATUM DATE: Dec 06, 05 4:37pm by.mkosowska 303.498 ELEVATION ~ESSI$ ft ~ ~ ~ i No. 59658 * Exp.1 -31 * FILE: I: \DWG\01\1092\PROO\Construct \IP\1092-IP04.dwg '-' [ii ~ L ~ ~ N 81 ? G N. t N t I ~ f E ~ IC N IG A.Ts~ ~·v EI y ~ N c~ 200 E. WASHINGTON AVE.• SUITE 200 •ESCONDIDO• CA 92025-1816 TEL (760) 741-3570 • FAX (760) 741-1786 • www.masson-ossoc.com 20 10 0 -- CONSTRUCTION NOTES: ® @ ® ® ® ® ® ® REMOVE PORTION OF EX. 14" WATER . INSTALL 14"X14"X8" TEE W/ THRUST BLOCK PER CMWD W15; 2-14" GATE VALVE; 1-8" GATE VALVE; 1-MANUAL AIR RELEASE VALVE PER CMWD W5 TYPE A-4 CO PER SDRSD D-9 REMOVE MODIFIEO TOP OF EXISTING CURB INLET ANO CONSTRUCT NEW TYPE B CURB INLET TOP PER SORSD 0-2 6" AC OVER 16" AB MINIMUM OR PER SOILS ENGINEER'S RECOMMENDATIONS 6" TYPE "G" CURB ANO GUTTER PER SDRSD G-2 4" PCC SIDEWALK PER SDRSD G-7 SAWCUT EXIST. AC 1' MIN. FROM EDGE, GRIND AC 2' WIDE AND 1 1 /2" DEEP AND OVERLAY 26' ALLEY TYPE DRIVEWAY PER GS-20 20 40 60 ---- SCALE IN FEET GRAPHIC SCALE ' "AS BU IL T" Ja,.,....' ~i.-~-v()'.:,; 212~ Io 7 P.E. 5~<.58 E'xt. 11-/31/07 DATE ~ .• D BY~ .~./ CTOR' ' - 112,107 MOS = AS •u11."Ts fSHEE'r] ~ I----+---+-------------+---+---+--+----<~ Cl~llNgriNG ~~~N~AD ~ 1---+---tf-----------------+---+---f---f----l Il,(pROVEMENT PLANS FOR: CASSIA HEIGHTS l----f---+----------------f----1---+--+----I ~E~L;;;r.';::A~M;';IN;;;ln;'::':;R;==•A==I=============~ APPROVEDJ9r • 4 /4 ,._.....LZ~c ;6 1/:,ol"'lfm GLENN 1HOMAS&i(iit.i,TE,rz74 EXP. 9/30/07 I DATE CITY ENGINEER /1\ DA 1E INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA 1E INITIAL DAlE INITIAL OlHER APPROVAi. CITY APPROVAL OWN BY: ' PROJECT NO. 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ESTABLISHED BY COUNTY OF SAN DIEGO. A STREET C.L. MON. ON EL CAMINO REAL 2.31 Ml NLY FROM LA COSTA AVENUE. 1972 RECORDED DATUM DA 1£: Jon 09, 06 2: 04pm by. mkoaowsko 303.498 ELEVATION FlLE: I: \DWG\01\1092\PROO\Con•tNct\lP\1092-IP05.dwg 263+00 - 264+00 - CONSTRUCTION NOTES: 6" TYPE "G" CURB AND GUTTER PER SDRSD G-2 CROSS GUTTER PER MODIFIED CITY OF CARLSBAD GS-9 6" AC DIKE PER SDRSD G-5 TYPE A CURB RAMP PER SDRSD G-27 4" PCC SIDEWALK PER SDRSD G-7 SAWCUT EXIST. AC 1' MIN . FROM EDGE, GRIND AC 2' 'MDE AND 1 1 /2" DEEP AND OVERLAY EX. SIGNAL TO BE RELOCATED PER SIGNAL PLANS 6" PCC CURB PER SDRSD G-1 -~/ -............. , .. j_~ ~~ ~: ® ◄" lfOi &ENO. W/ lllRUST &LOGIC. PfA ~ WI.'') -- '6 0 / @ 0" 45• !END W/ lliROST &LOCK ~ CHIWO WI& . . • • . 20 10 0 ' 20 SCALE IN FEET GRAPHIC SCALE "AS BU IL T" •~fa••"' 1-----+---+----------------+----1,-----+----+----1 IlfPROVEMENT PLANS FOR: CASSIA HEIGHTS EL CAMINO REAL 40 DATE APPROVEDar A< '<!7, ~ ·= ·6 1/1./.& 1----+----+----------------+-----1t-----+---+------1 1•GL£N~~N~TH~OM~la"~P~R~u~1M~.~";/::1!15~1~27~4......,E~x=p_-=-9;~30~/0=1 :r if.iiri: CITY ENGINEER I 60 SEwE>t MAIN DATA S'tM 'Jiuj~ li$:: =TH-:-r-::DESCRF==:p::::·llON=-1 I< r> r N19" E --Tll27' <. 8" PVC SOR 35 :;_;;;,,,J,,_ ___ ,._'-""'=--',-";,,,,,,,,;.,,,;,,,:....:;;;,,;,,;,,..=.., AT LEAST TWO DAYS BEFORE YOU DIG Ii] 11 A S S O N & A S S O C I A T I S, I N C. PLANNING• ENGINEERING• SURVEYING 200 E. WASHINGTON AVE."' SUITE 200 •ESCONDIDO• CA 92025-1816 TEL (760) 741-3570 • FAX (7f50) 741-17196 • www.mae•on-aaaoc.com DA1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA1E INITIAL DA1E INITIAL O1l£R APPROVAL CITY APPROVAL DWN BY:~ CHKD BY: JHS RVWD BY: MPS PROJECT NO. 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S/ill.Vtci; ~rH 1• ~TEil M5TER N>lf> BFD WATER DATA PER CM~l) W3 & W2D, HIP X ~'IEC SERvlCE ~rH 1_.-::1 /l"_ lll\T:R IIIETJ/1 !tHJl &FD Pe~ ~ ~ & ~ \l-;;S~YM""':;::D:;::El;-:T;:-:A,-.,,.1=111R::::G.-----;.:.:.:..';;S:;TA';.;ll;;,ON~;.:.:..i-:-l.EN=G::::TH;:-;---;-:;::DESCRl==p::::11::-0N:::-:--i - -----1 N 89'32'43" W -385.47' 8" PVC, CU50 2 N 00"27'17" E 4+15.96 17.17' 2" COPPER J N 00"27'17" E 3+63.36 20.99" 6" PVC, CU50 ~ N 00"27'17" E 3+23.53 38.00' 2" COPPER 5 N 00"27'17" E 2+87.90 37.51' 6" PVC, CU 50 6 N 00"27'17" E 1 +96.82 13.00' 2" COPPER 7 N 00"27'17" E 1 +60.67 15.00' 6" PVC, CU 50 8 N 00"27'17" E 2+61.98 14.00' 6" PVC, CU50 PRESSURE ZONE 550. - -. . • p ~ DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 3+00 <o BENCH MARK DESCRIPTION ELEV. ESTABLISHED BY COUNTY OF SAN DIEGO. A STREET C.L. MON. ON EL CAMINO REAL 2.31 Ml NL Y FROM LA COSTA AVENUE. 1972 RECORDED DATUM 303.498 ELEVATION DA TE: Dec 06, 05 4: 39pm by. mkosowska FILE: I: \DWG\01\1092\PROD\Construct \IP\1092-IP06.dwg [ii 11 A S S O N & A S S O C I A T E S1 I N C. PLANNING"' ENGINEERING"' SURVEYING 200 E. WASHINGTON AVE.• SUITE 200,. ESCONDIDO• CA 92025-1816 TEL (760) 741-3570 • FAX (760) 741-1766 • www.maason-osaoc.com 4+00 5+00 ,· 20 10 0 N 20 40 ' SCALE IN FEET GRAPHIC SCALE "AS BUil T" /ff~-2.-:u.-t11 DATE ~,~ D BY: .._ ~'.._,,;3'£)~- ,.. ~Yk°,,/) CT0 -DATE 60 ' 2/21o/07 MOS & ASSVIL."TS ' -CITY OF CARLSBAD 5/3/o. MOS Ii> R.,v...r,Wff112 SEa.lllC6 n, BV•I-OI~ 1 ~IJIOI, ,..I IS/3 1 ' ~ ~ l-=-"=-'+-"-=-=-=--4=.>....e!:'-==---------+---<---1--~~ ENGINEERING DEPARTh1ENT 4 J---+---+----------------t----1~---+----t----1 IMPROVEMENT PLANS FOR: CASSIA HEIGHTS PUBLIC WATERLINE APPROVEDa>Y 4 .,, ,,--~ ~--~ GLENN THOMA UIM~ 4'1274 EXP. 9/30/07 CITY ENGINEER DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: ~ CHKD BY: ~~ RVWD BY: "'" PROJECT NO. 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PER CMWD W16 @ THRUST BLOCK PER CMWD W15 @ 6" GATE VALVF. PER CMWD W16 @ 2" AIR-VACUUM VALVF. ASSEMBLY PER CMWD W7 WATER DATA (PUBLIC) SYMBOL BEARING STATION LENGlH 1 N 44"37'38" W -40.B2' 2 N 00"32'39" E -244.34' J N 89"27'21" W 6+44.41 37.17' 4 N 89"27'21" W 5+66.95 14.00' 5 N 89'27'21 • W 6+99.01 40.99' PRESSURE ZONE 550. -. DESCRIPTION 8" PVC, CL150 8" PVC, CL150 2" COPPER 6" PVC, CL150 6" PVC, CL150 . • • DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • 5+00 .. .... . .. ., . ·""" . .- ) - BENCH MARK DESCRIPTION ELEV. ESTABLISHED BY COUN"TY OF SAN DIEGO . A STREET C.L. MON . ON EL CAMINO REAL 2.31 Ml NLY FROM LA COSTA AVF.NUE. 1972 RECORDED DATIJM 303.498 ELEVATION -"' I I \ - ~ESS/~ ~ ~ ~ ~ ;i No. 59658 , e * E,p.12-31__-· * CA TE: Dec 06, 05 4-: -4-0pm by: mkosowsko FILE: I: \DWG\01\1092\PROD\Construct\lP\1092-IP07.dwg '-' [ii II A S S O N & A S S O C I A T E S, I N C. PLANNING• ENGINEERING• SURVEYING 200 E. WASHINGTON AVE.• SUITE 200 •ESCONDIDO• CA 92025-1816 TEL (760) 741-3570 • FAX (760) 741-1786 • www.moason-oaaoc.com L ,_I-., "' "' "' <O + "' "' 6+00 -'- V" V" V V" -- X STORM DRAIN SEE I GRADING PLANS 433-2AI 20 ' 10 0 I \ X ... 7+00 - ~ 20' PUBLl,C UflITTY "'-' ~ ' EASEMENT PER D0G '9, ~_..__.,..-RE:,.. RR-05-90- N 20 40 ---- ' -........ "AS BU IL T" 1/#YL "£/;', DATE SCALE IN FEET GRAPHIC SCALE 07'i?ai) ATE IMPROVEMENT PLANS FOR: CASSIA HEIGHTS PUBLIC WATERLINE APPROVF.D 8'1' /:&<i'c «""Z..dr~ffi d /J1o/ak. GLENN lHOM~\JlM,PE5p4 EXP. 9/30/07 ~ ltA1E t=;;;~~;;;~:/1',i=============================t====±====t====j===j ~C~l~TY~EN~G::IN:":EE;;R;;;;:::::::;--;::::=::::::======:;-;::::===::::! I DATE INITIAL DA DWN BY: ~r PROJECT NO. DRAWING NO. TE INITIAL DA TE INITIAL CHKD BY·.· ~U(' ENGINEER Of WORK REVISION DESCRIPTION SDP 02 13 01\lER APPROVAL OTY APPROVAL RVWD BY: 'm, ~ 433 2 l f ) 081007 020306 ~) EXIST. R/W ----~-------...., ----------- EXIST. R/W ~--- ------------ EL C~=--o-~E_A_1=_ ___ /--\ \ ------------------ "' --- ---------------------~-~-- --------------- -----, -'£a i."aa , .,,,..,, 'l-':) .,,,..,, ,\ _..../ -----_..../ < ----- SIGNING AND STRIPING NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT, THESE PLANS AND SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS VtlTHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT \'till BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HA VE 1 O' INSIDE DIMENSIONS UNLESS OTHER'MSE SPECIFIED. 11 . ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHER'MSE SPECIFIED. 2 • -.. ..... _.., .. , ,.,,-. ,~~:-:;•:-;, C\ •• C&G 9 EXIST. C&G EXIST. SIDEWALK SIGNING AND STRIPING NOTES (CONT.): 5.5' SIDEWALK 12. FIRE HYDRANT PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT AND SAN DIEGO REGIONAL STANDARD DRA'MNG M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE LATEST FEDERAL HIGHWAY ADMINISTRATION MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT UNLESS OTHER'MSE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING 'MTH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRA'MNG M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. ' -26\J+OO "' -----------1+-----0 EXISl':7.tEDIAN ----IX) ---- ' ' 1 "' - "' -c> Ii') WHITE LINES AC BERM - C, --·---Q~ ----i.t.._ "'IE 0, (/J + NO ~3 63+oo ----- --+------------- --{£._ ---4-_ ;-----1 -------------, ___ -__ /-----------~ ---------- ~ -,---------;.._ --.,_ !.. -' vc,-+oo --... ?---1 ---- -... ~ ... 50 LF 13 EXIST. AC BERM ------ ~~-c BERM .A---El<IST GUYPDLE ' ' \ CONSTRUCTION NOTES: Q) APPLY "BIKE LANE" AND ARROW PAVEMENT MARKINGS PER CAL TRANS STD PLAN A240. Cl) PAINT 8" SOLID WHITE LINE PER CAL TRANS STD PLAN A20D, DETAIL 38A. (D PAINT 6" SOLID WHITE LINE FOR BIKE LANE PER CALTRANS STD PLAN A20D, DETAIL 39. Cl) PAINT 12" SOLID 'MHITE LINES AT 45' DIAGONAL AT 20' O.C. (D APPLY THERMOPLASTIC ARROW, TYPE IV (R) PER CAL TRANS STD PLAN A24A, TYP. (D PAINT 4" 'MHITE RIGHT EDGELINE PER CAL TRANS STD PLAN A208, DETAIL 278. Cl) APPLY THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CAL TRANS STD PLAN A24E. Q) REMOVE EXIST. STRIPING BY GRINDING. (D INSTALL "R3-7" SIGN (RIGHT LANE MUST TURN RIGHT). -• ~ . . . (fl) PAINT 6" BROKEN WHITE FOR BIKE LANE PER DETAIL 39A. @ INSTALL R26 PE l{Dfl.Ji'w/M(;" /iif·+.5 .. @) PAINT 4" DOUBLE YELLOW LINES PER CAL TRANS STD PLAN A20A, DETAIL 22. @JNSTAU "R6-1(Rt)' .SIGN. LEGEND: SYMBOL DESCRIPTION -c> BIKE LANE ARROW r TYPE IV (LT) ARROW \.. TYPE IV (RT) ARROW ~ TRAFFIC SIGN @INSlALL ,.R7-9a" SIGN. @INSTAU. "WJ-3" SIGN. ----------- @~LOCATE f)(IST. R8-3afa.!11 SIGN TO STREET LJGHT ANJ:> REMOVE TELSSPAR ltND .IJJCH"R - ,z--€> @· "AS BUil T" Yd_-IJli ~~ . 40 20 0 40 80 120 C. ~ P.E. So\~/ '~P. ,2...,l•l1'J I SCALE IN FEET / 2·24·01' DATE I?' E ~D ff ~) GRAPHIC SCALE cr(qlvro t'D ) ~CTOR~ ATE DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCH MARK DESCRIPTION ELEV. ESTABLISHED BY COUNTY OF SAN DIEGO. A STREET C.L. MON. ON EL CAMINO REAL 2.31 Ml NLY FROM LA COSTA AVENUE. 1972 ------303.498 RECORDED DA TUM ELEVATION DATE: Dec 06, 05 4:31pm by.mkosowsko FILE: I: \DWG\01\1092\PROD\Construct\lP\ 1092-IPOB.dwg [ii II A S S O N & A S S O C I A T E S, I N C. PLANNING,. ENGINEERING,. SURVEYING 200 E. WASHINGTON AVE.• SUITE 200 •ESCONDIDO• CA 92025-1816 TEL (760) 741-.3570 • FAX (760) 7-41-1786" www.ma■11on-ossoc.com -i,~,,,, MDS Jr, AS· f>U\LT I £1.'1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTIMENT 4 IMPROVEMENT PLANS FOR: CASSIA HEIGHTS EL CAMINO REAL SIGNING AND STRIPING APPROVED,.· .1-f ·1 1/Jrfrr_~ 14 ,, · -f,;, EXP. 9/30/07 GLENN THOMAS UIM, PE 51 4 1 D TE CITY ENGINEER OWN BY:~., PROJECT NO. DRA'MNG NO. CHKD BY:.~+..l RVWD BY: 1 ' SDP 02-13 433-2 11 081007 020306 ) TRAFFIC SIGNAL GENERAL NOTES (SHEETS 9 AND 10) 1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY ALL JOB SITE CONDITIONS. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. LJ~&CsCsD© @D@~&[s D~~~@W§~§~LJ@ [?@~ 3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL BOX COVERS SHALL BE MARKED WITH TRAFFIC SIGNAL. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SPACING SHALL BE 200'. §[s ©&~□~@ ~§&[s &~@) ©&@@ □& ~@£@) 4. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED. 5. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3" CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3" CONDUIT STUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTURE USE. 6. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATES. ALL RED, YELLOW, GREEN AND PED- ESTRIAN SIGNAL INDICATIONS SHALL BE L.E.D. 7. PEDESTRIAN HEADS AND PUSH BUTTON SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE TYPE "A", L.E.D. PEDESTRIAN PUSH BUTTONS SHALL BE 2" ADA. 8. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF TRAFFIC STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND TRAFFIC SIGNING SHOWN ON THIS PLAN. 1 0. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE PUBLIC WORKS DIRECTOR OR THEIR REPRESENTATIVE FOR THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALLATION. 11. SIGN PANELS FOR THE INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE FABRICATED USING PRISMATIC LENS SHEETING (DIAMOND-GRADE OR EQUIVALENT). 1.1.S.N.S. PANELS SHALL BE 6' WIDE. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING. STOP SIGNS, "STOP AHEAD" LEGENDS, "SIGNAL AHEAD" SIGNS AND LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNAL IS ENERGIZED. 13. THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY THE PUBLIC WORKS DIRECTOR. 14. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS. 15. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. 17. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. 18. TESTING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE ACCOMPLISHED AT A FACILITY DESIGNATED BY THE CITY OF CARLSBAD. THE CONTRACTOR SHALL DELIVER AND PICK-UP EQUIPMENT. 19. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERATION. 20. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING WITH SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS. 21. ALL SALVAGED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 22. LUMINAIRES AND 1.I.S.N.S. SHALL HAVE TYPE IV P.E.C. DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. L1~scorr LAW & GREENSPAN engineers LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (858)300-8800 (858)300-8810 (FX) LLG 3-046273.1 TTL6273.DWG 1/26/06 Designed By: SMK Drawn By: DVS Checked By: JPK CARLSBAD MUNICIPAL WA~n _ '""CT ------~J'w' ROBE,~. wOJCIK DATE DEPUTY CITY ENGINEER, R.C.E. 33698 EXP. 8-30-06 1./2.0/Cf'f MOS ,2\ AS-~UILT & DATE INIT~L ENGINEER OF WOR~ REVISION DESCRIPTION CONSTRUCTION NOTES (SHEET 10) OJ EXISTING TYPE 170 CONTROLLER IN MODEL 332 CABINET TO REMAIN IN PLACE. [I) EXISTING TYPE Ill SERVICE PEDESTAL TO REMAIN IN PLACE. [}J RELOCATE EXISTING EMERGENCY PRE-EMPTION EQUIPMENT TO NEW LOCATION AS SHOWN ON PLAN. [Ij RELOCATE EXISTING MAST ARM MOUNTED SIGN TO NEW LOCATION AS SHOWN ON PLAN. @:) RELOCATE EXISTING TYPE "A" INTERNALLY ILLUMINATED DUAL FACE MAST ARM MOUNTED STREET NAME SIGN TO NEW LOCATION AS SHOWN ON PLAN. 0 FURNISH AND INSTALL TYPE "A" INTERNALLY ILLUMINATED DUAL FACE MAST ARM MOUNTED STREET NAME SIGN PER CALTRANS STANDARD PLAN ES-70. SEE EQUIPMENT SCHEDULE FOR LEGEND. USE UPPER AND LOWER CASE LETTERS. [2J RELOCATE EXISTING VIDEO DETECTION CAMERA. FOR POLE LOCATION (D), CAMERA SHALL BE MOUNTED ON RELOCA~ LUM~IRE MAST ARM ~ SHOWN ON PLAN. FOR POLE LOCATIONS C AND F , CAMERA SHALL BE MOUNTED ON TRAFFIC SIGNAL MAST ARM WITH "PEL " 5-OT EXTENSION. ~ INSTALL TYPE I BARRICADE PER CALTRANS STANDARD PLAN ES-7P WITH TWO R9-3a SIGNS (BACK TO BACK). ENGINEER OF WORK -t_t/J~ 1/u,/o1,, E~ER 1 ' bATE R.C.E. NO. 61311 BENCH MARK DESCRIPTION ELEV. ESTABLISHED BY COUNTY OF SAN DIEGO. A STREET C.L. MON. ON EL CAMINO REAL 2.31 !;.;<·-W/~ •·1 Ml NLY FROM LA COSTA AVENUE. -1972 303.498 RECORDED DATUM ELEVATION CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS "AS BUILT" NO. OF F.H.(S)_ F.FLOW G.P.M OF_F.H.(S) /I/ /Ji I---~lt:1/4-,. BLDG. SPRINKLED YES/ELO __ G.P.M. r!cE b{J// EXP. f~l:10/,)"'t--/ of..TE ' I I~ DATE ~Y: m(!J!7g27 ~f!i?A i>.TE I SHgET I uTI CITY OF CARLSBAD ENGINEERING DEPARTMENT 4 TITLE SHEET FOR: EL CAMINO REAL and CASSIA ROAD APPROVED' 'GLENN PRUJM BY 4 <".ra'&( ~~-4 ~1.1z«---CITY ENGINEERRCE 512 -EXP. gz3ozo1 D E DWN BY: DVS PROJECT NO. DRAWING NO. DATE INIT~L DATE INITIAL CHKD BY: SMK SOP 02-13 433-2 CITY APPROVAL RVWD BY: JPK OTHER APPROVAL ) os·1007 020306 l STANDARD PLACEt.lENT Dl t.lENS IONS SIGNAL t.lOUNTING AND PLACEt.lENT LOC. 1YPE t.lASTARt.l SIG. LU t.l . B. E. C. VEHICLE 19-3· 70 .3ll 15' 9 8' 26-4-70 45' 15' SEE ■ e I-:,-eo 60' 1 s· -19• 4.s· 2,-s-ao * PO LE SV-2 T e UIS Ul8 SV-1 ' Ul7 ■ SV-2-TB Ul2 f7* 19-4-80 30' 12' -13' 4.5' SV-2-TB *•U11 f7* 19· 3-10' SEE Pl "'N-2 ■eUl1 f7 ■ 29-5-70 '\5' :5 S 5 Sy 1-TUI 1 A (1 O') 1 ■ = EQUI Pt.lENT RELOCATIED TO * * = EQUI Pt.lENT RELOCATED FROt.l ■ SV-1-T UI lV-1-T Ul8 • = RED ARROW, YELLOW ARROW, GREEN ARROW t.lAS Ul2* t.lAS Ul2* t.lAS UISe* AS Ul7 ■ s UI • Ac; Ul6 t.lAS Ul6 REt.lARKS PEDESTRIAN SIGNAL PPB "El Cumino Real" EXISTING EQUIPt.lENT TO SP-1-T Ul6P Ul6P 250W HPS REt.lAIN SP-1-T f2P ■ SP-1 -T Ul2P* Ul2P 2• HPS ■ "Cassia Rood" 250W HPS* Ul2P "El Ca ,no Real"* U17P* 250W HPS * RELOCATIE EQUIPt.lENT TO POLE LOCATION @ "E' Car,i 10 Real"■ RELOCATE EQUIPt.lENT Ul7 '"'■ 2, vW HPS ■ TO POLE LOCATION@ ,P-2 T UI P Ul7 UI P 116 NOTE: "Cassia Road" 250W HPS EXISTING EQUIPt.lENT TO REt.lAIN [zJ EXISTING EQUIPt.lENT TO REt.lAIN 1 • AILL EQUIPt.lENT IS NEW UNLESS OTHERWISE SPECIFIED. A = 4 SECTION VEHICULAR SIGNAL HEAD. SEE DETAIL "A" THIS SHEET. 2. CONTRACTOR SHALL POTHOLE FOUNDATIONS PRIOR TO ORDERING POLES AND t.lAST ARt.lS. 8' - 12' ----------12' ---------RAISED MEDIAN 8' --12' --- 1 jABj 10 0 ~ 0 ~g LOOPS 2 PHASE SEQUENCE DIAGRAM VEHICLE AND _J 4---1> i i t PEDESTRIAN t NOT NOT t.lOVEt.lENTS <)---1> USED USED NEMA PHASE DESIGNATION UI 1 112 113 Ul4 UIS 116 Ul7 Ul8 SEQUENCE WITH ~Ul1+Ul6~ CALLS ON Ul7 H Ul8 jU11 +Ul5112+Ul6 H ALL PHASES 112+Ul5 DETAIL "A" SIGNS THIS SHEET EXISTING 2"C, 3#2(SERVICE) EXISTING 2"C, 2#6(SERVICE) EXISTING 2•c, 4!1 O~LIGHTING), 4 10 IISNS), 1 8( ROUND) 4 SECTION VEHICULAR SIGNAL HEAD Ro yo Go GA ® /IOT INSTAI.LcD POLES@&@ EXISTING 2"C, 3 DLC - AB 8 ' 12' I Ul6 12' __J 12' 1 10' .... I 8' 12' 12' Tl ~Zf)-2 l®IR3-4 POLES @ & ® POLES @ & @ • --- --- -- RAISED MEDIAN -- DETECTOR ASSIGNMENTS DETECTOR PHASE SLOT FIELD NUt.lBER NUt.lBER TERt.llNALS 1 Ul2 I2U T2-5 & 6 2 Ul2 I2L T2-7 & 8 3 Ul2 .... VIDEO 4 Ul2 .... VIDEO I 5 Ul2 .... VIDEO 6 Ul2 .... VIDEO 7 UIS .... VIDEO 8 Ul7 .... VIDEO 9 117 .... VIDEO 10 Ul6 J2U T3-5 & 6 11 Ul6 J2L T3-7 & 8 12 116 J3L T3-9 & 10 13 Ul6 .... VIDEO 14 Ul6 .... VIDEO 15 Ul6 .... VIDEO 16 Ul6 .... VIDEO 17 UI 1 .... VIDEO 18 Ul8 .... VIDEO 2P Ul2P I12U T8-4 & COt.16 6P Ul6P I13U TB-7 & COt.19 7P Ul7P I12L T8-5 & COt.16 EVA Ul1 +Ul6 J12L T9-5 & COt.16 EVB Ul2+Ul5 J12U T9-4 & COt.16 EVC Ul7 J13U T9-7 & COt.19 EVD UIB J13L T9-8 & COt.19 FLASH .... I14U TB-10 & COt.112 --- -------- - AWG SIZE OR CABLE 1YPE N0.1 4 CABLES C 0 C N 3 0 D N u D C u T 12 C 0 T R 0 R p H A s E POLE OR CIRCUIT POLE -A POLE -C POLE -D POLE -F POLE -G CONDUIT SIZE/RUN 3• TOTAL CABLES -3 CON/ 12 CON 2 10 IISNS 2 2 0 2 10 LUt.llNAIRES 2 2 0 2 8 GROUND 1 1 1 1 112 LOOP 2 2 2 TYPE "B" DLC 116 LOOP 3 TOTAL 2 2 5 0 111 +Ul6 EVPE 1 1 112+Ul5 EVPE 1 1 DLCt.l Ul7 EVPE 1 1 1 118 EVPE 1 TOTAL 1 2 4 1 COAX (VI DEO DETECTION ) 1 2 4 1 VIDEO POWER (3#16) 1 1 1 1 TOTAL CONDUCTORS / CABLES 14 19 28 12 *REt.lOVE AILL EXISTING CONDUCTORS NEW NEW EXIST EX PULL NEW CONDUCTORS AS SHOWN ---- -------- EXISTING 2"C, 3 DLC ,_ --- --- ' I ----Ul6 -----12· - 4' --VARIES EL CAMINO REAL ----r-r;-- -15' -------- 2"C 2 DLC ' DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I At.I THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTIENT WITH CU RRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE Cl1Y OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE t.lE, AS ENGINEER OF WORK, OF t.lY RESPONSIBILITIES FOR PROJECT DESIGN. LINSCOTT, LAW & GREENSPAN , ENGINEERS 4542 Ruffner Street, Suite 1 00 San Diego, Ca 92111 (858)300-8800 (858)300-8810 (FX) l ~1-· _____ 1_'.......i_.,r::· ·"-'. l 12' CROSSWALK l, r-7 r-7 ECR 1 I I I I I I I I VIDEO DETIECTION ZONE _ _J BCR FACE OF CURB POLE LOCATION DETAIL NOT TO SCALE NOTES 2 DLC .RC - REFERENCE DRAWINGS SEE Cl1Y OF CARLSBAD DWG. NO. 389-9 LEGEND ~ D CD .. CONTROLLER VEHICULAR SIGNAL HEAD PULL BOX SERVICE ENCLOSURE PEDESTRIAN HEAD VIDEO DETECTION ZONE VIDEO DETECTION CAt.lERA 7 I I 7..0' ~ Et.lERGENCY VEHICLE PRE-Et.lPTION EQUIPt.lENT EXISTING STRIPING EL CAMINO REAL DESIGN SPEED = 50 MPH f' I I I I I J .... --UIB \ \ Il THIS PLAN IS ACCURATE FOR ELECTR ICAL WORK ONLY TRAFFIC SIGNAL INSTALLATION NOTE: I I /VfJT /NSTAUED DETAIL "A" QJ OPTICAL DETECTOR ASSEMBLY EVPE TO BE t.lOUNTIED 7' FROt.l END OF t.lAST ARt.l AB-121 ASTRO t.llNI -B OR EQUAL 3t.l "OPTICOt.l DETIECTOR" APPROACHING ,c:::::.:::::., VEHICLES RAC __ ....,___ -........__ 0 I ~ ~ t.lAST ARt.l -STAINLESS STIEEL BAND CARLSBAD MUNICIPAL WATER DISTRl/'T ~ CAUTION: CONTRACTOR TO AVOID SDG&E EXISTING UNDERGROUND FACILITIES AND CABLES. DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG ROBERT J.,(!! DATE 12;°' -,11 ENGINEER, R.C.E. 33698 EXP. 8 30 06 2/21./at "1DS /.<\. A~· tlll\t T & DATE INITIAL - ------- • • ENGINEER OF WO RK M,!J! Iv ,fw/01, I t,10Rirl ENGINEER DATE R.C.E. NO. 61311 ~ ' ,.... , ' BENCH MARK DESCRIPTION ~ -: ,•,.,'}..O sc,t,.1..£· ELEV. ESTABLISHED BY COUNTY OF SAN DIEGO. A STREET C.L. MON. ON EL CAMINO REAL 2.31 = Ml NLY FROM LA COSTA AVENUE. 1972 303.498 20 0 20 30 40 50 60 RECORDED DATUM ELEVATION CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS "AS BUILT" NO. OF F.H.(S)_·._F.FLOW G ... OUT OF_F.H.(S) /,,!//J V--~1t1i?--BLDG. SPRINKLED / F. ow __ G.P.M. rliATE RCE l,f] II EXP. b!~lok ~ ; V DATE 17'1{0 BY: _J . nn c6) ~1'Z07 I TOR "'' ~ I 510 I CITY OF CARLSBAD uTI ENGINEERING DEPARTMENT 4 TRAFFIC SIGNAL t.lODIFICATION PLAN FOR: EL CAMINO REAL and CASSIA ROAD l4RO.,D'''?;LENN PRUIM tJY_ -/'? • ~ •J ~f.J.e/c,r.. CITY ENGINEER O>'CE 5127 EXP. 9 /JQ/07 DA'fE OWN BY: DVS PROJECT NO . DRAWING NO. DATE INITIAL DATE INITIAL SMK LLG 3-046273.1 TS6273NEW.DWG 1/26/06 FOR TRAIFFIC SIGNAL GENERAL NOTES, CONSTRUCTION NOTES SEE SHEET 9 IF SIGNAL IS NOT INSTALLED WITHIN ONE YEAR OF CITY APPROVAL, PLANS t.lUST BE RESUBt.llTTED FOR PLAN CHECK 90 DAYS IN ADVANCE OF BEGIN CONSTRUCTION DATE. (BEGIN CONSTRUCTION DATE REQUIRES PRIOR APPROVAL BY CITY ENGINEER). ENGINEER OF WORI REVISION DESCRIPTION CHKD BY: SDP 02-13 433-2 OTHER APPROVAL CITY APPROVAL R\IWD BY: JPK Designed By: S~K Drawn By: DVS Checked By: JPK ,...__ __________________________ ......J UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 081007 020306 i I TRAFFIC CONTROL NOTES 1. WORK HOURS TO BE RESTRICTED TO * TO * UNLESS APPROVED OTHERWISE. 2. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN. 3. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO THE SATISFACTION OF THE CITY ENGINEER. 4. TEMPORARY "NO PARKING/TOW AWAY" SIGNS STATING THE DATE AND TIME OF PROHIBITION WILL BE POSTED 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT (760)931-2197 TO VALIDATE POSTING. 5. ACCESS Vv1LL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTHER ARRANGEMENTS ARE MADE. 6. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY WHEN SPECIFICALLY SHOWN ON THE APPROVED TRAFFIC CONTROL PLAN. PLATES SHALL HAVE CLEATS AND COLD MIX AT THE EDGES AS APPROVED BY THE CITY INSPECTOR. 7. STRIPING WILL BE REPLACED BY THE CONTRACTOR Vv1THIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL TIMING OPERATIONS SHALL BE COORDINATED WITH THE CITY OF CARLSBAD. CONTACT STREETS DIVISION AT {760) 434-2937 72 HOURS PRIOR TO COMMENCING WORK. 9. TRAFFIC SIGNALS SHALL REMAIN FULLY ACTUATED AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. IF TRAFFIC SIGNAL LOOP DETECTORS ARE RENDERED INOPERATIVE BY THE PROPOSED WORK, VIDEO DETECTION SHALL BE USED TO PROVIDE ACTUATION. 10. FLAGGERS SHALL BE EQUIPPED WITH A WHITE HARD HAT, AN ORANGE VEST, AND A "STOP /SLOW" PADDLE ON A 5 FOOT STAFF. 11. ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER WEEK, BY THE CONTRACTOR. 12. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT. 13. TRAFFIC CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF THE WORK IN THE DETAIL, FORMAT, AND QUALITY ILLUSTRATED ON THIS SHEET. 14. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW WHEN NOT IN USE. 15. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO INSURE PUBLIC SAFETY. 16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED WITH NORTH COUNTY TRANSIT DISTRICT. CONTRACTOR SHALL CALL NCTD AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK. 17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL ON MAJOR AND PRIME ARTERIALS, UNLESS OTHERWISE APPROVED. THESE SIGNS SHALL BE SHOWN ON THE TRAFFIC CONTROL PLAN. * WORK HOUR RESTRICTIONS STATED ON EACH TRAFFIC CONTROL PLAN SHEET. SIGNAGE NOTES 1. NOT LESS THAN ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DEVICES ON ALL NIGHT LANE CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED AS SPECIFIED IN THE SPECIFICATIONS. 3. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED Vv1TH FLAGS FOR DAYTIME CLOSURES OF ALL MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES. 4. A G20-2 "END CONSTRUCTION" SIGN, AS APPROPRIATE, SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE END OF THE WORK AREA IS OBVIOUS, OR ENDS WITHIN A LARGER PROJECT LIMITS. 5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAFFIC CONES OR FITTED WITH 13" REFLECTIVE SLEEVES. 6. FLASHING ARROW SIGNS SHALL BE USED PER FHWA MUTCD AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT. 7. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER SHALL BE APPROXIMATELY AS SHOWN IN TABLE 1. 8. ADDITIONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAFFIC QUEUES DEVELOP. FLAGGER STATIONS FOR WORK AT NIGHT SHALL BE ILLUMINATED AS NOTED IN SECTION 6G.20 OF THE MUTCD. 9. PLACE C30 "LANE CLOSED" SIGN AT 500'-1000' INTERVALS THROUGHOUT EXTENDED WORK AREAS. 10. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A WEEKEND OR HOLIDAY SHALL BE POST MOUNTED. 11. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL MEET THE PROVISIONS OF SECTION 12 OF THE MOST RECENT EDITION OF THE CALTRANS STANDARD SPECIFICATIONS. TABLE 1 APPROACH TAPER LENGTH NUMBER OF SPACING OF SPEED L • CONES FOR CONES ALONG (M.P.H.) TAPER * TAPER 1 (FEET) ± 25 125 6 25 30 180 7 30 35 245 8 35 40 320 9 40 45 540 13 45 50 600 13 50 55 660 13 55 * BASED ON 12 FOOT WIDE LANE. THIS COLUMN IS ALSO APPROPRIATE FOR LANE WIDTHS LESS THAN 12 FEET. TABLE 2 APPROACH L2' SPEED (M.P.H.) (FEET)± 25 155 30 200 35 250 40 305 45 360 50 425 55 495 60 570 *SEE MUTCD TABLE 6E-101 FOR SUSTAINED DOWNGRADES STEEPER THAN 3% AND LONGER THAN 1 MILE. TABLE 3 APPROACH MINIMUM DISTANCE IN FEETL3 SPEED BETWEEN FROM LAST • ( M.P.H.) SIGNS* SIGN TO TAPER <25 200' 200' 25 to 40 350' 350' >40 500' 500' * EXACT SPACING MAY VARY DUE TO PHYSICAL RESTRAINTS OA" 7" ~ " 7" 2 ;: 2 / 5"R it I 1N ) O"I "' ~ b \ -I'° 1"R ;,, K-RAIL (CONCRETE BARRIER TYPE 50) NTS DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SIGNS DETOUR W20-2 AHEAD ~ C9A(CA) END CONSTRUCTION END ROAD WORK "°"' CONSlRUCTION """' C13 G20-2 C18 LANE CLOSED HOULDER CLOSED BE REPARE TO STOP TRAFFIC CONTROL WAIT FOR PILOT CA C30( CA) C30A(CA) W3-4 C37 <S> W1-4(Lt) IGHT LANE CLOSED AHEAD W20-5(R-r) 0 r'. W1 -4(Rt) LffT LANE CLO~D AHEAD W20-5(L T) <S> W1-3(Lt) SlNGLE LANE AHEAD ROAD WORK AHEAD C21 W20-1 DETOUR W20-2 AHEAD <{)> w4-2(Rt) l<:ONE WAY ilR 6-1 BENCH MARK DESCRIPTION ELEV. ESTABLISHED BY COUNTY OF SAN DIEGO. A STREET C.L. MON. ON EL CAMINO REAL 2.31 Ml NLY FROM LA COSTA AVENUE. 1972 RECORDED DATUM DATE: Jan 09, 06 2: 07pm by: mkosowska 303.498 ELEVATION FILE: I: \DWG\01\1092\PROD\Construct\lP\1 D92-IP11.dwg SIDEWALK CLOSED USE OTHER SIDE W13-1 R9-10 ~ R96 ~ W11-10 ~ R3-2 '1./'1,1. I crt MDS "" AS· 'oUILT ,I\ DATE INITIAL LEGEND .... ~ • :j: ~ y ~ >k- ICMSI [iJ .M A S S O N & A S S O I A T E S, PLANNING• ENGINEERING• SURVEYING 200 E. WASHINGTON AVE."' SUITE 200., ESCONDIDO., CA 92025-1816 TEL (760) 741-3570 'f FAX (760) 741-1786., www.masson-assoc.com ENGINEER OF WORK REVISION DESCRIPTION DIRECTION OF TRAVEL PORT ABLE SIGN TRAFFIC CONE/DELINEATOR TYPE TI BARRICADE FLAGGER FLAG TREE FLASHING ARROW SIGN PORTABLE FLASHING BEACON (SEE SIGNAGE NOTE #3) ) K-RAIL (TYPE 50 CONCRETE BARRIER) /1 CHANGEABLE MESSAGE SIGN 08'1007 020306 "AS BUILT" ' I _, v~~~: '2 -Vo -er./ \ 17.-~l•o-:/ DATE \ ~~ED~~~ ... -1Ll!-1-?~ INSPECTOR DATE ~ CITY OF CARLSBAD LTI:J 1 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: CASSIA HEIGHTS TRAFFIC CONTROL TITLE SHEET APPROVED',. er . /?_ .,, -'? I v,• ·1.. .1L,Jo,,/.X:.,. GLENN THOMAJ:,PHUIM, PE.ii51274 EXP. 9/30/07 " 0$. TE CITY ENGINEER DWN BY: Sllll PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: Il:IS OTHER APPROVAL CITY APPROVAL RVWD BY: MDS SOP 02-13 433-2 I ~ SIGNS <S>w20-2 ~ C9A(CA) 1 o,,s::c,o. I C 1 3 <e>'C30(CA) 9 C30A(CA) ~W3-4 lso,5"'-I G20-2 ~ c 37 &C18 ~ <$>w1-4(Lt) ~W20-5(RT) 0 W1-4(Rt) ~W20-5(L T) <S> w,-3(Lt) ®c21 <@W20-1 ~W21-5 ~W20-2 W13-1 R9-10 R96 ~ W11-10 <0) W4-2(Rt) 152] R3-2 got£ '"1IK6-1 LEGEND • ICMS! DIRECTION OF TRAVEL PORTABLE SIGN TRAFFIC CONE/DELINEA TOR TYPE JI BARRICADE FLAGGER FLAG TREE FLASHING ARROW SIGN PORTABLE FLASHING BEACON (SEE SIGNAGE NOTE fJ) K-RAIL (T'l!'E 50 CONm:TE BARRIER) CHANGEABLE MESSAGE SIGN 80 / / 40 0 80 --■--- SCALE IN FEET GRAPHIC SCALE 1"=80' 160 240 --■- ~ --------- WORK HOURS 8: 30 AM TO 3.30 PM 660' LANE MERGE TAPER 500' -- --------• . -. - -----~---- ---------------- ------- DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG ~ --- BENCH MARK DESCRIPTION ELEV. ESTABLISHED BY COUNTY OF SAN DIEGO. A STREET C.L. MON . ON EL CAMINO REAL 2.31 Ml NLY FROM LA COSTA AVENUE. 1972 ------303.498 RECORDED DA TUM ELEVATION DA TE: Jan 09, 06 2: OBpm by. mkosowsko FllE: I: \DWG\01\1092\PROO\Construct\lP\1092-IP12.dwg Iii II A S S O N & A S S O C I A T E S, I N C. PLANNING., ENGINEERING., SURVEYING 200 E. WASHINGTON AVE.• SUITE 200 •ESCONDIDO• CA 92025-1816 TEL (760) 741-.3570,, FAX (760) 741-1786,, www.masson-asaoc.com 500' -- 7 - CONE SPACING 50' -----C1J - • • - 150' BUFFER -- ◄ - W20-1 ... 500' , ? "AS BUil T" 1-l.C.·0"1 •~ ·l,l·D"'l_ DATE t---------t----t--------+------l-----i--.1...--J fSHml2 CITY OF CARI.SHAD ~ ~ ENGINEERING DEPARTIMENT L__2±__J t-------t--t-------------------ji---l-------1---+--J r:IM:::P:::R:::O:::VE:'.,Y=E:::NT:==PLAN==S=FO=R:::::· ::::::::::::::::::::::::==::::::::=:::...===~ CASSIA HEIGHTS J-------t--t-------------------j----l------1----+---J TRAFFIC CONTROL ,------t--t----------------1---+----1----l--_J WATER & RECLAIMED WATER CONNECTIONS -PHASE 1 APP OVE OY DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL C1TY APPROVAL ~ · · 1/.x.~rc GLENN THOMAS R M, PE 51 EXP. 9/30/07 -' iJlrE CITY ENGINEER DWN BY: CHKD BY: THS RVWD BY: MPS PROJECT NO. SOP 02-13 DRAWING NO. 433-2 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ) 081007 020,306 ) 500' • W20-1 .... "' 8_ W20-1 lo Y . POINSEIIIA LANE "' 0 q_ .JL W20-1 •-. -. • • • • .,, WORK CONE SPACING 50' 660' LANE MERGE TAPER HOURS 8: 30 W20-1 .... "' 0 q_ - POIIIISE i I IA LANE - -F=====:::;.:="=======I . ~==· ===· ==·====·===::::·~==·===·===·=d • • •-.,, W20-5(RT)lo Y W4-2(RT)►Y 500' 500' 500' 660' LANE MERGE TAPER 80 40 0 8,'---0 __ ___:__:160 240 POlt-lSE.i IIA LANE 8_ .JL W20-1 AM •- TO 3.30 PM SIGNS <e>w20-2 <@>c30(CA) ~ C9A(CA) '9 C30A(CA) I ca<s~ro, I C1 3 ~W3-4 1-""""" I G20-2 ~ C37 ~C18 <S> W1 -4(Lt) ~W20-5(RT) 0 W1-4(Rt) ~W20-5(L T) <S> W1 _3(Lt) <g>c21 ~W20 -1 ~W21-5 <fi;> W20-2 ~ W4-2(Rt) I<"" WAY 11 R 6-1 l~,~I W13-1 ~ R9-10 00 R96 ~ W11-10 ~ R3-2 I LEGEND . ... DIRECTION OF TRAVEL ~ PORTABLE SIGN • TRAFflC CONE/DELINEA TOR :j: TYPE lI BARRICADE ~ FLAGGER y FLAG TREE «( FLASHING ARROW SIGN + PORTABLE FLASHING BEACON (SEE 9GNACE NOTE I]} K-RAIL (nl'[ ,o CONa<ETE BAAR!ER} !CMS I CHANGEABLE MESSAGE SIGN SCALE IN FEET GRAPHIC SCALE 1"=80' 2/21./IS't Ml)S ,... Ali· &\lll. T DIAL TOLL FRE E 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCH MARK DESCRIPTION ELEV. ESTABLISHEO BY COUNTY OF SAN DIEGO. A STREET C.L. MON . ON EL CAMINO REAL 2.31 Ml NLY FROM LA COSTA AVENUE. 1972 ------303.498 RECORDED DA TUM ELEVATION DA TE: Jon 09, 06 2: 08pm by: mkosowska FILE: I: \DWG\01 \1092\PROO\Constr\lct\lP\1092-IP13.dwg [il lfASSON & ASSO CIATE I I . PLANNING• ENGINEERING• SURVEYING 200 E. WASHINGTON AVE . ., SUITE 200 •ESCONDIDO• CA 92025-1816 TEL (760) 741-3570 • FAX (760) 741-17B6" www.moason-osaoc.com /1\ DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION 081007 %. 020306 "AS BUil T" • )@_I -~~ 2.-1.Co ·O"t l t..,, p . E. """1""9 8 ( E b . 1'%·1 1· t1l DATE '--- tii:D BY: '- ( . /)r, ~:) SPECT6R-C L2TI CITY OF CARLSBAD ~ 3 ENGINEERING DEPARTIMENT 4 IllPROVEMENT PLANS FOR: CASSIA HE IGHTS TRAFFIC CONTROL -SEWEi STORM DRAIN CONNECTIONS WATER & RECLAIMED WATE CONNECTIONS PHASE 2 APPROVED dY" & &: "'•~-"-fi~~ ~L-10/..0~ GLENN THOMA RUIM, P~ 27~ EXP. 9/30/07 ~TE CITY ENGINEER DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: lliS OTHER APPROVAL CITY APPROVAL RVWD BY: t.l DS SOP 02-13 433-2 Ii I · W20-1 T u, 0 q_ • • C30 , •-. -. ======:1tt======t✓~;::::---:::::==========:::.- W20-1 t, Y - 7 -- POINSEI IIA LANE 7 .L W20-1 W20-5(RT) ► Y W4-2(RT)t, Y -- ~ -- 7 ------- - -- WORK HOURS 8: 30 AM CONE SPACING 50' ----......_ ----• • • • • • • • • ----, • -• - /7 --• 660' LANE MERGE TAPER W20-1 T POli'tSE i llA LANE ___ .,/ --:::=-=-=--__:-...:-...:-...:-7"'1"---------=--I=============~ -• • -• • .-• • -• _--.,.,c4 • •- • ~===-=-=------==-=-=--=-..--::...-_-_-_--_-_--_-_----------------:::b;..L-_-_-_-_-_=--7A,,,-----~--- 500' 500' 500' 500' 660' LANE MERGE TAPER "",---~---'""--1---" .... ,---· l~-~----'""---i----"-....i-------------------------l 80 40 0 80 160 240 ___ ;;__ _ ___;_; ___ _ ~-••,--- POINSE IIIA LANE .L W20-1 TO 3.30 PM SIGNS €> W20-2 <S> C9A(CA) <e) C30(CA) <@, C30A(CA) ~W3 -4 I"°"""""' I G20-2 lt I &C18 ~ C37 ~ "J/W1-4(Lt) ~W20-5(RT) 0 W1-4(Rt) ~W20-5(L T) <S> W1 _3(Lt) ~ lxxl w c21 liiidJ w13-1 ~W20-1 ~W21-5 ~W20-2 ~ R9-10 R96 ~ W11-10 ~ R3-2 LEGEND .. DIRECTION OF TRAVEL ~ PORTABLE SIGN TRAFFIC CONE/DELINEATOR t TYPE l[ BARRICADE ~ FLAGGER y FLAG TREE (« FLASHING ARROW SIGN + PORTABLE FLASHING BEACON (SEE SGNAGE NOTE fJ) K-RAIL (TYPE 00 CO<CRE1E BARRIER) lCMSI CHANGEABLE MESSAGE SIGN SCALE IN FEET GRAPHIC SCALE 1"=80' 2-/2.1./tl'f-MOS ,,.,. AS-15UILT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCH MARK DESCRIPTION ELEV. ESTABLISHED BY COUNTY OF SAN DIEGO. A STREET C.L. MON. ON EL CAMINO REAL 2.31 Ml NLY FROM LA COSTA AVENUE. 1972 ------303.498 RECORDED DA TUM ELEVATION DA TE: Jon 09, 06 2: 09pm by: mkosowska ALE: I: \DWG\01 \1092\PROO\Construct\lP\1092-IP14.dwg [ii II A S S O N & A S S O C A T E S, N C. PLANNING., ENGINEERING., SURVEYING 200 E. WASHINGTON AVE.• SUITE 200 •ESCONDIDO" CA 92025-1816 TEL (760) 741-3570 • FAX (760) 741-1786 • www.masson-ossoc.com Ir\ DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION p 081007 ~- 020306 "AS BUil T" J/@I r/L, ~-'11.· 01 _./ ·0-' P.E. ,;.-,i.~ ,P. 1'1-~•·trf DATE - ~DBY: ~ -~ /)c) INS~ECTj ~ - rn:J CITY OF CARLSBAD LITJ 4 ENGINEERING DEPARTMENT 4 lllPROVEMENT PLANS FOR: CASSIA HEIGHTS TRAFFIC CONTROL PAVEMENT WIDENING APPROVED·"'"' ar /4 ,:::::: ... ~~ ~ --C i6 I /.J~-'. GLENN THOMA RUIM ~74 EXP. 9/30/07 " 1E CITY ENGINEER DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: lliS OTHER APPROVAL CITY APPROVAL RVWD BY: MDS SDP 02-13 433 2