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HomeMy WebLinkAboutDWG 405-8; 3887-B; RECYCLED WATER TRANSMISSION MAIN; 01-58VERSIDE CONSTRUCTION PLANS FOR THE C O U N T Y CAMP PENDLETON (U . S . M • C .) Rainbow oFollbrook P lo ALGA ROAD, POINSETTIA LANE, & MELROSE DRIVE 5 Bonsall ~ @~ Son L s Rey ,o-JV. t IS 0 Volley Center RECYCLED WATER TRANSMISSION MAIN Rincon Oceanside~-.....,., Carlsb d PROJECT ~codio LOCATION Cardiff Solano Beach Del Mor Lo Jolla Mission Beach Ocean Beach Cor ESCONDIDO "---a._Son Pasqual,,-'---- o Olivenhoin ORoncho Santo Fe OPowoy Lakeside ®~ Alpine o El Cajon o Lo Mesa O Spring Lemon '-,.~~IEic'r.Go Grove \ O Notional City \ Chula Vista Dulzuro Imperial Beach sJn Ysidro © 12' 11W PFE ENGINEER OF WORK ~ -/.;/P13/-:vjoS- NITA P. KAZI R.C.E. 57669 BOYLE llf1Glnll!ll!EFI/T1a CDlfPOFll'IT/Dl1 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 . I I I M E ){ C 0 VICINITY MAP NTS /'JIIIWPFE KEY MAP 1" = 1000· @ = TITLE SHEET Under OlJ'ld ~eAlert of Southern California Call: TOLL FREE 1-800-277-2600 OWG: H:\C17\250-EI Camino Real\ACAD\RW Transmission Main\Final Plans\Alga -Melrose\Shl 01.dwg USER: mrocco CONTRACT No. 38871 <SWRCB PROJECT No. C-O6-39O3·2OO) CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CALIFORNIA CONTRACTOR SHALL NOTIFY UNDERGROUND SER\11CE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSlRUCTION WORK. SEE Gl:NERAL NOTES FOR FURTHER INFORMATION. BOARD OF DIRECTORS CLAUDE A. "BUD" LEWIS -PRESIDENT RAMONA FINNILA-VICE PRESIDENT ANN J. KULCHIN -DIRECTOR MATT HALL -DIRECTOR MARK PACKARD -DIRECTOR RAYMOND PATCHETT EXECUTIVE MANAGER LLOYD HUBBS PUBLIC WORKS DIRECTOR GLENN PRUIM CITY ENGINEER WILLIAM E. PLUMMER DEPUTY CITY ENGINEER APRIL 2003 VALLECITOS WATER DISTRICT 1't I RECTOR OF ENGINEERING & OPERATIONS APPROVED FOR CONSTRUCTION DATE "AS BUILT" RCE __ _ EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE DA TE INITIAL ENGINEER OF WORK . CAMINO VIDA ROBLE N l ) LOCATION MAP NTS SIIINEX 1 TITI.£ SHEET 2 GENERAL NOTES 3 STA 300+00 to 310+00 -ALGA ROAD 4 STA 310+00 to 320+00 -ALGA ROAD 5 STA 320+00 to 331 + 14.22 -ALGA ROAD 6 STA 150+00 to 160+00 -POINSETTIA LANE 7 STA 160+00 to 170+00 -POINSETTIA LANE 8 STA 170+00 to 177+53.04 -POINSETTIA LANE / STA 177+53.04 to 180+00 MELROSE DRIVE 9 STA 180+00 to 190+00 -MELROSE ORNE 10 STA 190+00 to 200+00 -MELROSE DRIVE 11 STA 200+00 to 210+00 -MELROSE DRIVE 12 STA 210+00 to 220+50 -POINSETTIA LANE 13 STA 220+50 to 230+00 -MELROSE DRIVE 14 STA 230+00 to 240+00 -MELROSE DRIVE 15 STA 240+00 to 242+21.41 -MELROSE DRIVE 16 DETAILS 17 CONNECTION DETAILS 18 CATHODIC PROTECTION DETAILS 19-58 TRAFFIC CONTIROL PLANS DA TE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL fSHm7 CITY OF CARLSBAD ~ l___2___J ENGINEERING DEPARTMENT ~ ALGA ROAD, POINSETTIA LANE, & MELROSE DRIVE RECYCLED WATER TRANSMISSION MAIN TITLE SHEET APP~~:-~/, -_If) ~ WILLIAM E. PLUMMER ~eftn y, 1r -w--:,,,. C,-30-0.1 PE 28176 EXP: 3-31-~UTY CITY ENGINEER DATE DWN BY: If'\/·'"~" I PROJECT NO. I DRAWING NO. ~~~ ~~: ~~~ _ 3887-8 _ 405-8 C _:E 0 G') -UI 00 .,:.. 0 u, 0) GENERAL NOTES; 1. All RECLAIMED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TI-iESE DRAWINGS, PROJECT SPECIFICATIONS, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) LATEST EDITION, AND THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT" OCTOBER 1993 OR AS AMENDED. REFER TO THE PROJECT GENERAL PROVISIONS FOR PRECENDENCE OF DOCUMENTS. 2. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 3. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAr-.tf. ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. CMWD RECYCLED WATER NOTES: 1. OBTAIN AN EXCAVATION PERIAIT FROM THE DMSION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS SOF THE STATE CONSTRUCTION SAFETY ORDERS. 2. BEFORE A~ CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF" WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 3. NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION, (TELEPHONE NO 760-438-3891 ). LEGEND CITY OF CARLSBAD RIGHT-OF-WAY ROAD CENTERLINE EXIST CURB & GUTTER EXIST WATER LINE EXIST WAT£R VALVE ---<t_--- -----w-- 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PREMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.000 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 4. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING CMWO LINES, A PERMIT SHALL BE OBTAINED FROM THE CMWO OFFICE AND MUST BE SIGNED AND APROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. EXIST SEWER LINE 5. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING CONSTRUCTION (TELEPHONE NO. 760-438-3891) FOR SCHEDULING. 5. NO WORK SHAll BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION PER CMWD STAND.bJRD DETAILS. 6. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 7. All INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 PM ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE t.tADE THE NEXT WORK DAY UNLESS OTHERWISE REQUESTED. REQUESTS MADE AFTER 2:00 PM WILL BE SCHEDULED FOR TWO FIJLL WORK DAYS LATER. B. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND t.tAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHAll BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANO REGULATIONS. 9. THE CONTRACTOR SHALL CONFORt.t TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROt.t THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN SHALL BE PREPARED FOR ABBREVIATIONS: AB ANCHOR BOLT/AGGREGATE BASE ABAN ABANDONED ABC ASPHALT BASE COURSE AC ASP HAL TIC CONCRETE ADDL ADDITIONAL AHD AHEAD AL ALUMINUM ALIGN ALIGNMENT ANG ANGLE APPROX APPROXIMATE FPC FLEXIBLE PIPE COUPLING FPT FEI.IALE PIPE THREAD FT FEET OR FOOT G GAS GA GAUGE GB GRADE BREAK GV GATE VALVE HORIZ HORIZONTAL HP HIGH PRESSURE All TRENCHES Fr-If. FEET (5') OR t.tORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROt.t THE SHORING SYSTEIA STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTOR'S EXPENSE. A COPY OF THE OSHA EXCAVATION PERIAIT SHALL BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. AV AIR RELEASE & VACUUIA VALVE ASSEMBLY HV HOSE VALVE ID INSIDE OIAI.IETER 10. IF ANY ARCHEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS SHALL CEASE IMMEDIATELY, AND THE PERMITEE SHALL NOTIFY THE CITY ENGINEER. OPERATIONS SHALL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROI.I THE CITY ENGINEER TO DO SO. 11. All OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING EQUIPMENT SHAll BE LIMITED TO THE PERIOD BETWEEN 7:00 AM AND SUNSET EACH DAY, MONDAY THROUGH FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHAll BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 12. All OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FIJLL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 13. NO BLASTING WILL BE PERMITTED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM, SEE SPECIFICATION SECTION 02228. ASPH ASSY AVE AVG BC BF BM BO BRG BV BVC CB CCP CF C & G Cl t CL CLR ASPHALT ASSEMBLY AVENUE AVERAGE BEGINNING OF CURVE BLIND FLANGE BENCH IAARK BLOWOFF BEARING BUTTERFLY VALVE BEGIN VERTICAL CURVE CATCH BASIN CONCRETE CYLINDER PIPE CURB FACE CURB AND GUTTER CAST IRON CENTERLINE CLASS CLEAR 14. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROIA THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQURIEO TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. CMC CEMENT-I.IORTAR COATED OR COATING CML CEMENT-IAORTAR LINED OR LINING CMP CORRUGATED t.tETAL PIPE CMWD CARLSBAD MUNICIPAL WATER DISTRICT 15. VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 16. WHERE CONNECTIONS ARE REQUIRED TO EXISTING OR PROPOSED UTILITIES, VERIFY THE LOCATION, ELEVATION, CONFIGURATION, ANO MATERIAL OF THE EXISTING UTILITY PRIOR TO CONSTRUCTION. NOTIFY ANY DISCREPENCIES OR CONFLICTS TO THE CITY ENGINEER. 17. COORDINATE WITH THE STEEL PIPE SUPPLIER REGARDING MATERIALS TO BE SUPPLIED. ANY IAATERIALS NOT PROVIDED BY THE STEEL PIPE SUPPLIER SHALL BE FURNISHED BY THE CONTRACTOR TO PROVIDE A COMPLETE AND OPERABLE SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS. 18. NOTIFY AFFECTED UTILITY COI.IPANIES AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. NiifNCY UTH.JJJES PHQN£ UNDERGROUND SERVICE ALERT (800) 422-4133 SDG&E ELECTRIC (858~ 636-3955 SDG&E GAS (760 432-5869 PACIFIC BELL TELEPHONE (760 574-2066 ADELPHIA CABLE TV 760 438-TT41, EXT 609 KINDER MORGAN, SFPP FULE & OIL LINES 619 283-4813 CITY OF CARLSBAD STREETS & SD 760 434-2980 CITY OF CARLSBAD SEWER, WATER, RECLAIMED WATER 760 438-3367 VALLECITOS WATER DISTRICT WATER & SEWER 760 744-0460 19. NOTIFY SFPP AREA MANAGER, MR. R.C. BISHOP AT (619) 283-4813 AT LEAST ONE WEEK PRIOR TO COI.IMENCEMENT OF WORK. MR. BISHOP WILL ARRANGE TO HAVE A PIPELINE REPRESENTATIVE PRESENT DURING WORK NEAR THE PIPELINES. 20. POTHOLE SFPP'S PIPELINES AT WATER LINE CROSSING TO DETERMINE EXACT LOCATION PRIOR TO EXCAVATIONS UTILIZING POWER EQUIPMENT. THE POTHOLE WORK MUST BE PERFORMED BY HAND AND IN THE PRESENCE OF A PIPELINE REPRESENTATIVE. SFPP'S PIPELINES MUST ALSO BE EXPOSED AND OBSERVABLE IF BORE AND JACK OPERATIONS CROSS THESE FACILITIES. BACKFILL AROUND THE PIPELINES IAUST BE SAND (OR ROCK FREE DIRT) AND MUST BE HAND-COMPACTED. 21. INSTALL THE WATER LINE TO CROSS SFPP'S PIPELINES TO PROVIDE A MINIMUM CLEARANCE OF l'WO FEET. 22. All SURVEY IAONUIAENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHAll BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. BENCHMARK: CONC CONST CONT COORD COP CPLG CTG CTV DI DIA DIMJ DIP DWG DWY E EA EC EL E EL EVC EW EXIST FE FG FH F&I FL FLEX FLG FM CONCRETE CONSTRUCT OR CONSTRUCTION CONTINUOUS COORDINATE/COORDINATED COPPER COUPLING COATING CABLE TELEVISION DROP INLET/DUCTILE IRON DIAMETER DUCTILE-IRON MECHANICAL JOINT DUCTILE-IRON PIPE DRAWING DRIVEWAY EAST EACH END OF CURVE ELEVATION ELECTRIC ELEVATION END VERTICAL CURVE EACH WAY EXISTING FLANGED ENO FINISHED GRADE FIRE HYDRANT FURNISH AND INSTALL FLOW LINE FLEXIBLE FLANGE FORCE MAIN 23. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. THE PRII.IARY CONTROL POINTS FOR THIS PROJECT ARE PER RECORD OF SURVEY NO. 17271 AND ACCEPTED FOR THIS SURVEY (UNITS ARE IN FEET): STANDARD ORA WINGS LIST; PROVIDE FOLLOWING MATERIALS PER CMWD STANDARD DRAWINGS LISTED BELOW 1 • MANUAL AIR RELEASE ASSEIABLY 2" BLOW-OFF / MANUAL AIR RELEASE ASSEMBLIES 2" AIR VACUUM VALVE ASSEI.IBLY 4" AND 6" BLOW-OFF ASSEMBLIES VAVLE BOX ASSEMBLY CONCRETE THRUST BLOCKS FOR NON-RESTRAINED JOINTS GATE VALVE INSTALLATION PVC, DIP, STEEL PIPE THRUST BLOCK BEARING AREAS VALVE EXTENSION STEM W1 W6 W7 W11 W13 W15 W16 W19 W23 PT NO. 069 N 1964852.159 E 6249207.566 a 274.619 PT NO. 035 N 1981493.171 E 6253487 .200 EL 185.859 PT NO. 029 N 1986071.849 E 6261944.473 EL 432.840 (THE POINTS ARE BASED ON THE CCS83, ZONE 6, 1999.32 EPOCH HORIZONTAL DATUM AND THE NAVO 88 VERTICAL DATUM PER RECORD OF SURVEY NO. 17271.) BOYLE ~~-1( ~~ ~,,~ I ;-o. 57659 ,:: m .nan .sun .. 1a t:::Dl'IPD,t,tT,an • r.,.12-31-05, • 7807 CONVOY COURT, SUITE 200 ~~.._C/V\\..~ SAN DIEGO, CA 92111 Cl="~...,.. .... DATE IE INVERT ELEVATION LCWD LEUCADIA COUNTY WATER DISTRICT MAR MANUAL AIR RELEASE MAX MAXIMUM MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MON MONUMENT MPT MALE PIPE THREAD MSL MEAN SEA LEVEL N NORTH/NEUTRAL/NITROGEN NC NORMALLY CLOSED NE NORTHEAST NIC NOT IN CONTRACT NTS NOT TO SCALE NW NORTHWEST OD OUTSIDE DIAIAETER PCC POINT OF COMPOUND CURVATURE PE PLAIN END/POLYETHYLENE/PROFESSIONAL ENGINEER Pl POINT OF INTERSECTION PL PROPERTY LINE PRC POINT OF REVERSE CURVE PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE REV REVISE/REVISION RJ RESTRAINED JOINT RT RIGHT R/W RIGHT-OF-WAY s SOUTH/SLOPE IN FEET PER FOOT/SEWER SD STORM DRAIN SE SOUTHEAST SF SQUARE FEET SPEC SPECIFICATION SST STAINLESS STEEL ST STREET STA STATION STD STANDARD SW SOUTHWEST T TELEPHONE TEI.IP TEMPORARY TB THRUST BLOCK TP TOP TV TELEV1SION TYP TYPICAL UNK UNKNOWN vc VERTICAL CURVE VCP VITRIFIED CLAY PIPE VWD VAllECITOS WATER DISTRICT w WEST/WATER WI WITH WM WATER METER/WATER MAIN W/0 WITHOUT BASIS OF BEARINGS: • • THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CCS83 ZONE 6 GRID BEARING BETWEEN PRIIAARY CONTROL POINT NO. 069 AND PRIMARY CONTROL POINT NO. 029, PER RECORD OF SURVEY NO. 17271.1.E. N 84"31'48" E. INlllAL DATE INlllAL DATE EXIST SEWER I.IANHOLE EXIST STORM DRAIN EXIST GAS LINE EXIST ELECTRIC EXIST RECYCLED WATER EXIST TELEPHONE EXIST CABLE EXIST FIBER OPTIC LINE EXIST OIL LINE EXIST IAONUMENT RECYCLED WATER LINE (& STATIONING) GATE VALVE BUTTERFLY VALVE MANUAL AIR RELEASE (STD DWG W1, W6) AIR VACUUM VALVE ASSEMBLY (STD DWG W7) 2• BLOW-OFF ASSEMBLY (STD DWG W6) 4" OR 6" BLOW-OFF (STD DWG Wl 1) THRUST BLOCK (STD DWG W15 & W19) (USE VALUES FOR SOFT CLAY UNLESS NOTED OTHERWISE) CP TEST STATION W/ ANODES WORK TO BE DONE: --0- SD -·-·-·--·--·- · G(HP) -----E ----- --RW ---- -.. -·-CATV --·-- --FO------ ---0----··-- A 319+00 320+00 -@---OR --l><!--- ----[/1'--- • THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION. REFER TO THE SPECIFICATIONS SPECIAL PROVISIONS FOR PRECEDENCE OF DOCUMENTS. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS FOR WATER, SEWER, AND RECLAIMED WATER 4. THIS SET OF PLANS 5. THE PROJECT TECHNICAL SPECIFICATIONS 6. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 7. SOILS REPORT AND RECOMMENDATIONS BY NINYO & MOORE "GEOTECHNICAL EVALUATION" FOR ENCINA BASIN WATER RECLAI.IATION PROGRAM THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS 8. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE IAODIFIED BY THE CITY OF CARLSBAD STANDARDS. 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 DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: f30YI£ (al4/t(lf1![,:J""1 ADDRESS: _::]'l01 cnt{IIQ~r. CITY, STATE: £ftt/ l>l~i I/ , a4 ~ / TELEPHONE: trr • 2.1~• J • 'lOJO 0 BY: N171f l<.11?,i . Pl _ DATE: ' {NAME OF ENGINEER) R.C.E. NO.: -2.J.k .... b'r.,___ ____ _ "AS BUILT" RCE EXP . DATE REVIEWED BY: INlllAL I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 8 ALGA ROAD, POINSETTIA LANE, & MELROSE DRIVE RECYCLED WATER TRANSMISSION MAIN GENERAL NOTES APPR~ • 4 ~ WILLIAM E. PLUMMER .dt. .•.• . . It 11:Z.-: ~-.,4-a3 PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE DWN BY: [Sil PROJECT NO. DRAWING NO.· CHKD BY: JMC .llifil; THE STANDARD DRAWINGS AR£ GENERIC AND INTENDED TO SPECIFY MATERIALS, TYPE OF CONNECTION AND GENERAL LAYOUT. CONTRACTOR SHALL PROVIDE ALL MATERIALS NEEDED TO CONSTRUCT THE ACTUAL DESIGN LAYOUT SHOWN ON THE PLANS. (858)268-8080 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL GITY APPROVAL INSPECTOR I I 3887-B 405-8 DATE RVWD BY: ~e1<: IJW(;: H:\C17\250-El Camino Real\ACAD\RW Transmission Main\Final Plans\Alga -Melroee\sht 02.dwg USER: mrocco DATE: Apr 30, 2003 1:10pm XREFS: alga melrose pp border N a u, 00 C =E G') .,:. 0 U'I I 00 '"-"'•""•"'··' 130 2• AV LOCATE 22' LT BENCI IMARK= 0, "' ,n -... Cl. Z1--5c::, ~~ t!) 0 • i!: oo -Cl. , ,...,.,.,~ .. -~., ... .,..,,,.,, 1, .,,,,.,. ""'·'"~•,;..,.,,~~...:,.."""' ,_;,,.,,,,<>,~•-•..s ""'~'''' ' . I i i i 1 • AWWA C900 CUASS 150 PVC PIFt , I , I : P~dFILE. ! ! I SCALE: HORIZ VERT 1 "=40' 1 "'1'4' .. I I I I I THE PRIMARY CONTROL POINTS FOR THIS PROJECT ARE PER RECORD Of SURVEY NO. 17271 AND ACCEPTED FOR THIS SURVEY (UNITS ARE IN FEET): PT NO. 069 N 1984852.159 PT NO. 035 N 1981493.171 PT NO. 029 N 1986071.B49 E 6249207.5B6 E 6253487 .200 E 6261944.473 EL 274.619 EL 185.859 EL 432.B40 BOYL.E (THE POINTS ARE BASED ON THE CCS83, ZONE 6, 1999.32 EPOCH HORIZONTAL DATUM AND THE NAVD 88 VERTICAL DATUM PER RECORD Of SURVEY NO. 17271.) DWG: H:\C17\250-EI Camino Real\ACAD\RW Transmission Main\Final Plons\Alga -Melrose\sht 03.dwg USER: mrocco DATE: May 01, 2003 12:26pm XREFS: alga align boyle-rw boyle-utils olgo topo alga profile olgo melrose pp border 1111T1mntllli1F11na COlflDDFIFIT/On 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)258-8080 DATE INITIAL EN<.NEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL O'TliER APPROVAL CITY APPROVAL LEUCADIA COUNTY WATER DISTRICT APPROVED BY: LCWD DISTRICT ENGINEER . Rt~J/1fffo}c5 5/4/~A-;: "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I I , , i ! 10 12" RW PIPELINE HORIZONTAL ALIGNMENT NO. DELTA OR BRG. RADIUS(ft) LENGTH(ft) G) N87"01'34"W -14.75 (2) N02"57'45"E -56.00 @ NB7"02'15'W -87.80 © s45·42•41•w -18.38 ® N89' 17'13"W -153.10 ® N89'17'13"W -839.54 N 0 20 40 80 SCALE: HORIZ 1" -40' fsiiml CITY OF CARLSBAD I SHEETS I L_:_j ENGINEERING DEPARTMENT 58 ALGA ROAD, POINSETTIA LANE, & MELROSE DRIVE RECYCLED WATER TRANSMISSION MAIN STA 300+00 to 310+00-ALGA ROAD APPRO~~ -<~ 1'<1LLIAM E. PLUMMER a ••1 -c r;,,.Jo,121 .$:t.V • · PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE OWN BY: PROJECT NO. DRAWING NO. CHKO BY: ,IMC 3887-B 405-8 RVWO BY: NPK (,.) s. (J'I 00 C ~ Q .s::. 0 (J1 I cc, 1 j : ,2· A~ C9oo cl.A$s l so PVt PIPE TEST HYDRAULIC GRADIENT = EL 499, MAX OPERATING HGL = EL 422 &: MIN OPERATING HG( = El 384 100 90 70 0 0 + 0 -I"") I"") LJ~ w(I) ~ I ! I l ! l ' I I I I f l ! I i l I I l " I l I i I ! ! l I ' I I wW w~i----1-~®~6----""-i~-r----1--lfi, (/) _.J -T-/ . T ..,.:_ ~~ =:::::..-~. =:vv11=1=='l'"f====.l_...;;C;;=ww.=--r --;f~::....~~;,, · [5 i------.. -....... :i...;.; □· P!PE STA 3t1+69.57 \9 38' RT ~ 2• IRON PIPE WITH ,· • ~ l)ISK STAMPE'O LS 9616 N. 1,982,292.92 E 6,251,379.17 E1L 90.20 CAUTION HP GAS SOG&E STANDBY REQUIRED ' THE PRIMARY CONTROL POINTS FOR THIS PROJECT ARE PER RECORD OF SURVEY NO. 17271 ANO ACCEPTED FOR THIS SURVEY (UNITS ARE IN FEET): PT NO. 069 N 1984852.159 PT NO. 035 N 1981493.171 PT NO. 029 N 1986071.849 E 6249207.586 E 6253487 .200 E 6261944.473 EL 274.619 EL 185.859 EL 432.840 ' ' (THE POINTS ARE BASED ON THE CCS83, ZONE 6, 1999.32 EPOCH HORIZONTAL DATUM AND THE NAVD 88 VERTICAL DATUM PER RECORD OF SURVEY NO. 17271.) DWG: H:\C17\250-EI Camino Roo1\ACAD\RW Tronsmis,ion Moin\Final Plans\-'Jgo -Melrose\sht 04.dwg USER: mrocco . ' DATE: Moy 01, 2003 12:26pm XREFS: olgo topo alga melrose pp border olgo align boyle-rw boyle-utll1 Q ~ ' ~ ' -' ,a ,.,_. i + 0..' V) -),t -~ ,.., N ~ ,ii: ~ • 00 ! ' ' olgo profile l t 0 "' t. 00~ 0 ,-.. . ;l:; ;:::I • .,; -,-.. ~ o.. II ~<I u.l ~ -"' Ir' ~ ),t -,.., N' ii: ~ 0 :r: ' ' 12" RW PIPELINE HORIZONTAL ALIGNMENT NO. DELTA OR BRG. ® N89'17'13"W (j) S45'42'47"W ® N89'17'13"W ® 29'56'25" S,na,;.tJYLE tsnalna&FIIT1a CDAfDOFIFIT/Dn 7807 CONVOY COURT, SUITE SAN DIEGO, CA 92111 (858)268-8080 200 RADIUS(ft) - .· - - 1019.96 ~ ~~ "' .... ;;,, No. 57669 t,q,.12-31- C/V\\. LENGTH{ft) 839.54 52.33 4:46.53 532.98 DA'TE INITIAL ENGINEER OF WORK PLAN SCALE: 1 "=40' REVISION DESCRIPTION DATE 12" DIP PIPE IN STEEL CASING INITIAL DATE 2 INITIAL OTHER APPRDIIAL CITY APPROVAL PIPE STA 318+08.36 SCRIBED 'X' IN CONC WALK N 1982370.71 E 6252015.00 EL 73.37 12• f'VC PIPE ' . 1 ~• AWWA cbod , CLASS 1!50 PVC PIPE ' 8 i SDC&;E NOTES: 1. THE EXCAVATOR SHALL CAREFULLY HANO DIG WITHIN 2-FEET Of THE NATURAL GAS TRANSMISSION PIPELINE. 2. NO POWER OPERATED EQUIPMENT SHAl.1 BE ALLOWED WITHIN 2-FEET OF Am PORTION OF THE NATURAL GAS TRANSMISSION PIPELINE. ~6252200.0' \ \ !, ) I 0 40 80 70 80 80 SCALE: HORIZ 1" -40' LEUCADIA COUNTY WATER DISTRICT fSHml CITY OF CARLSBAD I SHEETS I APPROVED BY: LCWD DISTRICT ENGINEER ..#~~..,_,l~-zf ~CE 514, EXP DATE "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ ENGINEERING DEPARTMENT 58 ALGA ROAD, POINSETTIA LANE, & MELROSE DRIVE RECYCLED WATER TRANSMISSION MAIN STA 310+00 to 320+00-ALGA ROAD APPRO;'J:P4 • ✓ g.:: WILLIAM E. PLUMMER ~-~ ~ ....... •1 C ~ -.1.?• d.J PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE OWN BY: CHKD BY: RVWD BY: JMC NPK PROJECT NO. DRAWING NO. 3887-B 405-8 ... 0 -(JI 00 C ~ G') ~ 0 (J'I I 00 80 80 80 •. .........-l-- BENCI-MAFI(: THE PRIMARY CONTROL POINTS FOR THIS PROJECT ARE PER RECORD OF SURVEY NO. 17271 AND ACCEPTED FOR THIS SURVEY (UNITS ARE IN FEET): PT NO. 069 N 1984852.159 PT NO. 035 N 1981493.171 PT NO. 029 N 1986071.849 E 6249207.586 E 6253487 .200 E 6261944.473 EL 274.619 EL 185.859 EL 432.840 (THE POINTS ARE BASED ON THE CCS83, ZONE 6, 1999.32 EPOCH HORIZONTAL DATUM AND THE NAVO 88 VERTICAL DATUM PER RECORD OF SURVEY NO. 17271.) DWG: H:\C17\250-EI Camino Reof\ACAD\RW Transmission Moin\Finol Plons\Algo -Molross\allt 05.dWQ USER: mrocco ~ • "' g + "' "' ,.., < I i f t ! DATE: Moy 01, 2003 12:26pm XREFS: alga Iopa alga align boyle-utTis boyle-rw alga profile alga melron PP border . 05•01· 979.96 327.25 565" 53'12-W -30.45 517' 27'23-W -4.37 BOYLE ena1nt1EF11na CDl'IF'OFIFIT/On 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268 8080 ' i . . I ' : • 1cc PLAN I I I , 5r f"\ SCALE: 1 "=40' I ' \ ' I I ~'~1< ~~i ,,,., . 66 ~ ~ • E,cp.12-31-05 • ~ c,v11-~~ DATE INlllAL DATE INITIAL ~ Cf' ('ft...~ ..... REVISION DESCRIPTION ENGINEER Of l'<ORK OTHER APPROVAL LEUCADIA COUNTY WATER DISTRICT APPROVED BY: LCWD DISTRICT ENGINEER ,/,/,.,i..vt.-{.! ~ 41~ ~:r Rtt 26~1/04 -DATE "AS BUILT" RCE EXP. DATE REVIEWED BY: DATE INITIAL CITY APPROVAL INSPECTOR DATE CITY OF 140 ' E~IS 12" PVC IPE & E 1ST TB 130 120 110 CARLSBAD I SH~ET I ENGINEERING DEPARTMENT m 8 ALGA ROAD, POINSETTIA LANE, & MELROSE DRIVE RECYCLED WATER TRANSMISSION MAIN STA 320+00 to 331+14.22 -ALGA ROAD APPR~ _ £~, WILLIAM E. PLUMMER ,,,._ ~,.u,,az • .df-AC PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE I DWN BY: .lnr. HJ-...1-,' I PROJECT NO. DRAWING NO. CHKD BY: .IMC 3887-B 405-8 RVWD BY: NPK C1I 0 """' u, 00 C ~ G) .,.,. 0 01 I 00 280 250 240 230 ; .I V w 150+00 151+00 ... 00 30" RW PIPELINE PER CITY DWG No. 405-88 15' DRAINAGE EASEMENT THE PRIMARY CONTROL POINTS FOR THIS PROJECT ARE PER RECORD OF SURVEY NO. 17271 AND ACCEPTED FOR THIS SURVEY (UNITS ARE IN FEET): PT NO. 069 N 1984852.159 PT NO. 035 N 1981493.171 PT NO. 029 N 1986071.849 E 6249207.586 E 6253487 .200 E 6261944.473 EL. 274.619 EL. 185.859 EL. 432.840 (THE POINTS ARE BASED ON THE CCS83, ZONE 6, 1999.32 EPOCH HORIZONTAL DATUM ANO THE NAVO 88 VERTICAL DATUM PER RECORD OF SURVEY NO. 17271.) DWC: H:\C17\250-EI Comino Reol\AC.'D\RW Tronomission Moin\Finol Plont\.-Jgo -Melrose\tht 06.dwg USER: mrocco DATE: May 01, 200,3 12:27pm XREFS: melrose utilities melrose align brassi ranch alignment bressi ronch utils melrose profile iJ• WELDED sTtEL PIPE CML & TApt COATING WITH CMC, SHELL t=D.25" WITH SINGL£ I.AP WELDED JOINTS! ; l ! I l I I I 1 4+00 30" RW PIPELINE HGL 550 30" RW PIPELINE HORIZONTAL ALIGNMENT NO. DELTA OR BRG. RADIUS(ft) LENGTH(ft) G) 10'46' 45• 1367.00 257.18 ' . 2 N69"23 56 E -483.88 @ Y22'43" 1977.41 116.60 © N72'41'48"E -252.54 ~ BOYLE ~@~ ~ ...... .,~ ; :,: No. 57669 -~ 16110/nlllEFllna t:Dl'IPDFIFITIDn 7807 CONVOY COURT, SUITE 200 * txp.12-31-015 * ~ CtV\\..-@ SAN DIEGO, CA 92111 ~ (K:° ct,!...~ (858)268-8080 algo melroae pp border . PRdFlLE; SCALE: HORIZ 1 • =401 VERT 1 ",,,4' 1 PLAN SCALE: 1"=40' DATE INITIAL ENGINEER Of WORK -~ i~~ ze> iii 0::: i ~~~f ~::,~ Cl ~ t;~tjo l!!w:S~ ~O:::Q_~ ::, Wz (.) 0::: - REVISION DESCRIPTION ~ ~ -or + ..... It) ~ ~ &l DATE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL ~ 1 8+00 l I 1 I I LECITOS WATER DISTRICT ~~ ;,.DIRECTOR OF ENGINEERING & OPERATIONS APPROVED FOR CONSTRUCTION "AS BUILT" RCE EXP. REVIEWED BY: INSPECTOR 5°-L-r'/ DATE DATE DATE 280 i 230 0 0 + 0 co r--,.. - t:;~ w(I) :::c I (/) wW wZ (/) ::J 2' :::c ~ 0 20 40 80 ~ SCALE: HORIZ 1'' -40' I ~~ET I CARLSBAD L[J CITY OF ENGINEERING DEPARTMENT 8 ALGA ROAD, POINSETTIA LANE, & MELROSE DRIVE RECYCLED WATER TRANSMISSION MAIN STA 150+00 to 160+00-POINSETTIA LANE APPROV~-t~ WILLIAM E. PLUMMER IA ••t= <o-.10-aJ ~,,/L, -I ' PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE ~1 I DWN BY: PROJECT NO. DRA~NG NO. CHKD BY: 3887-B 405-8 RVWD BY: ~et<.: en 0 -CJ'I 00 C :E G') .i:. 0 UI 00 l l l JO" Wa.DED STEEL PIPE CML & TAPE COATING WITH CMC, SHELL t~0.2$" WITH SIHGLE LAP WELDED JOINTS\ u.J i C., •• •••••+ ~,,,.,..,p,.,,._.,,,,.,,.,,,,.,,,,,,, ,•~m.,, t"''"""''""°"w~a.,, ,,.,,,;..,.,,,.,"N ~ i:-~•a 270 260 250 ············ .. ··-· , ..... -. ., l :· ~ . • l t.,J zw _w .....J (/) :c CJ ~ 160+00 i I , ........ ,,..,,,,.,.. ,,.,,, ••. .,,,..,.,".,,.i,, ~~ I ~ C""4 I ! -c.:l ~ ! 161+00 30" RW PIPELINE HORIZONTAL ALIGNMENT NO. © ® ® DELTA OR BRG. RADIUS(ft) LENGTH(ft) N72' 41' 4B"E 252.54 5'55'51' 1365.00 141.29 34'00'57" 1365.00 810.39 THE PRIMARY CONTROL POINTS FOR THIS PROJECT ARE PER RECORD OF SURVEY NO. 17271 AND ACCEPTED FOR THIS SURVEY (UNITS ARE IN FEET): PT NO. 069 N 1984852.159 PT NO. 035 N 1981493.171 PT NO. 029 N 1986071.849 E 6249207.586 E 6253487.200 E 6261944.473 EL. 274.619 EL. 185.859 EL. 432.840 {THE POINTS ARE BASED ON THE CCS83, ZONE 6, 1999.32 EPOCH HORIZONTAL DATUM AND THE NAVO BB VERTICAL DATUM PER RECORD OF SURVEY NO. 17271.) OWG; H:\C17\250-EI Comino Real\ACAD\RW Tronemission Main\Final Plana\Alga -Melrooe\oh1 07.dW<J USER: mrocco DATE: May 01, 2003 12:28pm XREFS: melrose utilities metrose align melrose profile alga melrose pp border ! sJ1.!>'2% i 2+00 C) I ii t- i I I g ;+ "' '> ' : U) l.&.. ....... m: 12· MIN 0 .,..,_,.Cll •-,~,,;..,,,., ~ I l l5 I() 8 I() :8 +· + ~ 16 "' --_, ~ ~ u.J ' 163+00 ,i· MIN 1 4+00 CAUTION HP GAS SOGc!cE STANDBY REQUIRED ao I I PRdFILE SCALE: HORIZ 1 "=-40' VERT 1 •=4' 16 30" RW PIPELINE HGL 550 ·-·---W·-------W-------- BO'r'LE •natnl!IEFl/na CO/IIPOFIRTIDn 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 ----w-------w-- ~--~----~;? w --------· . [ -------- ~I ~ <: No. 57669 Exp.12-31-05 CtV\\. PLAN SCALE: 1 "=40' DA'TE INITIAL ENGINEER OF WORK 166+00 REVISION DESCRIPTION 4 " I I ! ' I I l I [ I ' ! R/W DA'TE IINITIAL DA'TE INITIAL OTHER APPROVAL CITY APPROVAL 280 1 ,.~ l I ,, i I I I I I ' ' I ? f I • 290 "' 8«? j + I/) ,-,,~y,,•~·•""""'' ... "'''~~-,~""""·'~--,-+._,,.,,.,,J,..,.,_ '"O 00-,. ..... "' i -_J 1· I : . I ~~ I ¢'.ES• ' ' I . . l l 1 ~-EL~ATIONS FJR ¢Ross1Nt; llnLI~ES l l WERE CALCULATED FROM THt STREft I ' IMPROVEMENT RECORD DRAWINGS. l 2. UTILITIES ll-!AT1 WERE: POTHOLI!:D ~ 'INDICATED. • CONTRACTOR $HALL INDEPENDEN1LY VERIFY ELEVATIONS 01" ALL EXISTING UTILITIES. , PRIOR TO CONSTRUCTION. SDG&E NOTES: 1. THE EXCAVATOR SHALL CAREFULLY HANO DIG WITHIN 2-FEET OF THE NATURAL GAS TRANSMISSION PIPELINE. 270 2. NO POWER OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN 2-FEET OF Atff PORTION OF' THE NATURAL GAS TRANSMISSION PIPELINE. 0 20 40 80 SCALE: HORIZ 1" VALLECITOS WATER DISTRICT I SH7EET I CITY OF CARLSBAD I SHEETS I IRECTOR OF ENGINEERING & OPERATIONS APPROVED FOR CONSTRUCTION "AS BU I LT" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE DATE ENGINEERING DEPARTMENT 58 ALGA ROAD, POINSETTIA LANE, & MELROSE DRIVE RECYCLED WATER TRANSMISSION MAIN STA 160+00 to 170+00 -POINSETTIA LANE APP~ -£ ~ S l'llLLIAM E. PLUMMER ~ ,,..,... ~..-ltJ,41 PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE OWN BY: CHKD BY: RVWD BY: JMC NPK PROJECT NO. DRAl'llNG NO. 3887-B 405-8 ..... a u, 00 C == (i) ~ 0 01 I 0) 300 290 280 270 170+00 171+00 BENCI-IAARK: THE PRIMARY CONTROL POINTS FOR THIS PROJECT ARE PER RECORD OF SURVEY NO. 17271 AND ACCEPTED FOR THIS SURVEY (UNITS ARE IN FEET): PT NO. 069 N 1984852. 1 59 PT NO. 035 N 1981493.171 PT NO. 029 N 1986071.849 E 6249207.586 E 6253487.200 E 6261944.473 EL 274.619 EL. 185.859 EL 432.840 (THE POINTS ARE BASED ON THE CCS83, ZONE 6, 1999.32 EPOCH HORIZONTAL. DATUM AND THE NAVD 88 VERTICAL DATUM PER RECORD OF SURVEY NO. 17271.) OWG: H:\C17\250-EI Camino Reol\ACAD\RW TroMmi .. ion Moin\Final Plons\Alga -Melrose\sht 08.dW<J USER: mrocco DATE: Apr 30, 2003 1 :11 pm XREFS: alga melrose pp border melrose utilities melrose ofign melrose profile l • i)" WELDED STEEL PIPE CML c!c TAP£ COATING WITH c!MC,, SHELL t=0.2$" WITH SINGLE I.AP WELDED JOINTS 4 TEST HYDRAULIC GRADIENT "' EL 665, MAX OPERATING HGL = EL 593 & MIN OPERATING HGL = EL 550 16 • 'e' •">.-••'"' '" ''"' •' ,!,. ,< '"'"" ,,,.,,,~~ ,•• V'<-'c'',>O•,v "" ' ••••• ,, "'"'''" ,s,•0 "' 172+00 173+00 174+ 0 ..... co - ~ co z "' 0 c,.j r;:; ~ 0 g + + In "' "' ,.._ ,.._ + -"' CL ,.._ (.) ~ ~ -~ ~ &: (.) (/) w @ 0'54'11 • 2233.00 35.19 @ N33"39'13t -415.48 @) 10-58'24" 2446.00 468.46 BDYL.E snatf111EFllna ca,,,,-c,F1F1T1D11 7807 CONVOY COURT, SUITE 200 { l I ! I { L . • ... ; FINISH ~URFACE OF t Of ROADWAY "' • .... ~ ai: • .... { l I PRdFILE SCALE: HORIZ 1 "=40' VERT 1 ",,,4' 5+00 PLAN SCALE: 1 "=40' l \ cJ, ~ -I I i.; ~ ~ 9 d • w ·..-": -c.:: -· I gl . Ei . _, . (/) . Q:: . Q; -- 176+00 STA 177+00 c::, (/) "' CL N ~;; . "' "°w ..._ •1...1 co -.,..,.. 1 STA 177+65 2" AV STA 177+55 2• AV STA 176+20 -2• AV STA 176+10 -2• AV L CATE 14 LT C c!c G 1 o• ~ PIPELINE 16 HGL 550 I i ~ ; . ,., "''""~•-" -··· ,,,-,, ,., ! 8 "!1 I I I l · · · · 310 <>•~•""'""'°""'·"~"~-""'""~"" •-l-"~~ ...... ":,., ... ~ .. ~ .. .,, .. , .... l. +------1 I I i 300 + I,{) : 290 .1·· ~: ,~,, ••• "'" "'"~"\,,,-,.,,, ,J ,m ,-~,_, ~,..,., ,s, ,+<~--•~""'•< -~,J.J,,,e,, 290 1 8+00 30" ~ PIPELINE HGL 550 16 I . In i I . .. ! I I I , 1• • . I J I :"".':: . '. I J.. I -"N~: , " , 5 ; 1. ELEVA~ON$ FdR CRO~S1Nb U'nulES 1 \ WERE CALCULATED FROM THE STRffi IMPROVEMENT RECORD DRAWINGS. i ·' ; ' ) · 2. UTILITIES nlAT' WERE f>OlllOLt:D 4RE · INDICATED. · CONTRACTOR SHALL INDEPENDENTLY VERIFY ELEVATIONS 01' ALL EXISTING UTILITIES. PRIOR TO CONSTRUCTION .. 180+ 0 280 0 20 40 80 ----~ SCALE: HORIZ 1" -40' VALLECITOS WATER DISTRICT f"SHm7 CITY OF CARLSBAD ~ d~L I r""I-,,. I a '"DIRECTOR OF ENGINEERING & OPERATIONS APPROVED FOR CONSTRUCTION "AS BUILT" RCE __ _ EXP. ___ _ REVIEWED BY: DATE DATE ~ ENGINEERING DEPARTMENT ~ ALGA ROAD, POINSETTIA LANE, & MELROSE DRIVE RECYCLED WATER TRANSMISSION MAIN STA 170+00 to 177+53.04 -POINSETTIA LANE STA 177+53.04 to 180+00 MELROSE DRIVE APPR~ {_ ~ VvlLLIAM E. PLUMMER a J,,. ... "] -~ -,()-~ PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE SAN DIEGO, CA 92111 (858)268-8080 DATE INlllAL DATE INliTIAL DATE INlllAL DWN BY: '1 JI I PROJECT NO. I DRAl'l1NG NO. CHKD BY: JMC 3887-8 405-8 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL INSPECTOR DATE RVWD BY: NPK '--· _______ ___,.._ ___ __, 00 a (J'I 00 C :E G) .i:. 0 CJ'I I 0) 300 ; . . s.L,.ao i 290 6'J N f Q.. ..... ! ~ i.l \, N ! ~ ~ l 280 180+00 181+00 12• MIN ' j • 182+00 STA 182+10 -4" BO / S38'59'12"E S06'19'53"W S38'59'12"E THE PRIMARY CONTROL POINTS FOR THIS PROJECT ARE PER RECORD OF SURVEY NO. 17271 ANO ACCEPTED FOR THIS SURVEY (UNITS ARE IN FEET): PT NO. 069 N 1984852.159 PT NO. 035 N 1981493.171 PT NO. 029 N 1986071.849 E 6249207 .586 E 6253487 .200 E 6261944.473 EL 274.619 EL 185.859 EL 432.840 LOCATE 4' LT (THE POINTS ARE BASED ON THE CCS83, ZONE 6, 1999.32 EPOCH HORIZONTAL DATUM AND THE NAVO 88 VERTICAL DATUM PER RECORD OF SURVEY NO. 17271.) DWG: H:\C11\250-EI Camino Reol\ACAD\RW Tronomission Main\Finol Plons\Alga -Molrose\shl 09.dwg USER: mrocco OAT£: Apr 30, 2003 1:12pm XREFS: melroae utilities melrose align melrose profile alga melrose pp border Jb" WELDED STEEL PIPE CML & TAPt COATING WITH CMC, SHELL t=D.2S" WITH SINGLE LAP WELDED JOINTS'. 0.34" 183+00 332.86 87.20 225.04 BOYLE 184+0 I i t ! PRdFILE SCALE: H0RIZ 1 ":40' VERT 1"=4' PLAN SCALE: 1 "=40' ~ P. -<., r • ' ~ _,, No. 57669 I l ' 186+00 I $ i N -~ .... d ~ '{:il.l 0 ,.; -. "! Ii "' ' ~ -~ ~ f "' I + 't i .... V> (/) :ls -~ ~ • N -N -.... --~ ~ ~ w (/) (/) ~ VALLECITOS WATER DISTRICT ~. IRECTOR 1JFENGmRiNG & OPERATIONS APPROVED FOR CONSTRUCTION "AS BUILT" DATE • C'II 190+00 i ' l. 310 300 0 20 40 80 ----~ SCALE: H0RIZ 1 " = 40' I SHgEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 58 ALGA ROAD, POINSETTIA LANE, & MELROSE DRIVE RECYCLED WATER TRANSMISSION MAIN STA 180+00 to 190+00-MELROSE DRIVE •nalnBER/na C0/11/DOFfllfTIOn 7807 CONVOY COURT, SUITE SAN DIEGO, CA 92111 (858)268-8080 200 ir.,,.12-J1 - C/VI\. APP~ ,/--/ /7!' WILLIAM E. PLUMMER RCE___ EXP.____ DATE ~• Z,_ ~• Jla>•:!"k::: t;,,JO,(!l1 L--L--L---t---------------1----1---+--+--~~~;;--;:;::--------------, 'PE 28176 EXP: 3~31~06 DEPUTY CITY ENGINEER DATE REVIEWED BY: OWN BY: PROJECT NO. DRAWING NO. DATE !NlllAL ENGINEER OF WORK REVISION DESCRIPTION DATE INlllAL !NlllAL OTHER APPROVAL CITY APPROVAL CHKD BY: ,IMC 3887-B 405-8 RVWD BY: NPK INSPECTOR DATE C co :e 0 G') .... ,S:a. ~o u, I 00 330 320 310 j I I ' f I l i • ,; i t ' ! ¾ . 0 0 + 0 0) :8 i.l 8 + d + ~ N ~ ,,., --ci ·< ~ In '9.1 . ! . t ~ ·•+ ' l ! l <O i I ' ·N•i i "'· ~-l ....J. L •. r' ' ' ~i i ~ i I FINISH su~.J:E Of . ~ OF ROADWltf y / . ' '·~·· .. ,. ........ ··+ . ! I I I I I . I ~~ SURFJE OF ~ Of ROADWAY i'' .l / / .!>" WELDED STEEL PIPE CML & TAPl: COATING WITH (1MC, SHELL t=0.2$" WITH SINGLE LAP WELOED JOINTS TEST HYDRAULIC GRADIENT = EL 665, MAX OPERATING HGL = EL 593 & t.!IN OPERATING HGL = EL 550 CAUTION HP GAS SOG&E STANDBY r--...._. REQUIRED r: i lg -'~- "' "' ,..:~ N • + :8 ~.,., -...J ·,cw In PRdFILE SCALE: HORIZ 1 "=40' . VERT 1 "±4' 1 ~ DJ &! • "°' - l ~ I i I i I ' J ~ • N ~ ~ fl O> + + ~ . "' ~ a,. "' "' .... d:f ,,., ~ !a,! ~ '(;,).I ): . .. ..• . • . ... . I. 190+00 191+0 9 +00 193+0 195+00 196+00 30" RW PIPELINE HORIZONTAL ALIGNMENT \ NO. DELTA OR BRG. RADIUS(ft) @ S38'59'12"E - @ 6'25'25" 2384.00 @) 3°16'48" 2384.00 @ S29" 16'59"E - DiMARI(: THE PRltJARY CONTROL POINTS FOR THIS PROJECT ARE PER RECORD OF SURVEY NO. 17271 AND ACCEPTED FOR THIS SURVEY (UNITS ARE IN FEET): PT NO. 069 N 1984852.159 PT NO. 035 N 1981493.171 PT NO. 029 N 1986071.849 E 6249207.586 E 6253487.200 E 6261944.473 EL 274.619 EL 185.859 EL 432.840 (THE POINTS ARE BASED ON THE CCS83, ZONE 6, 1999.32 EPOCH HORIZONTAL DATUtJ AND THE NAVO 88 Vf.RTICAL DATUM PER RECORD OF SURVEY NO. 17271.) OWG: H:\C17\250-EI Comino Recl\ACAD\RW Tronsmission Main\Final Plons\Alga -Melrose\llht 10.dW9 USER: mrocco DATE: Apr 30, 2003 1:12pm XREFS: metrose utilities melrose align melrose profile olgo melrose pp border LENGTH(ft) 225.04 267.28 136.47 !148.53 .- 19~+00 STA 194+45 -4" BO LOCATE 32 RT STA 194+ 30" CL 150 FLG BfV STA 194+30 2 t.!AR 194+00 STA 195+00.61 CONNECT TO E)(IST 8" PVC RW PIPE FIELD VERIFY BOYL.E p "'to - No. 57669 .... 12-31-05 •na1n..u11:1a t:DJIIIPOFf/lllTIDn 7807 CONVOY COURT, SUITE SAN DIEGO, CA 92111 (858)268-8080 200 c,v1\. 0 (/) !1. \ (.) 0:: \ ' rt) /· .. :. h \,f.'l ~ 1 · ! ,L .. , I 0 \'I I i5:: Ld l'ro I l PLAN SCALE: 1 "=40' DAT£ IN/llAL ENGINEER OF WORK STA 194+80 8" STL OUTUET 15 W/ CL 150 FLG, 8" CL 125 GV, 1" MAR & TB 11 o , 11 '11 CX) ,·I I ['j Ii er: 196+00 CAUTION .... O> ~ + "' "' - HP GAS SDG&E STANDBY REQUIRED NORMALLY CLOSED VALVf. EXIST 1" MAR RE~SION DESCRIP110N I .l.,~·« ,j,.,"'"' ~'" 197+ 0 197+00 i j { FlNl~H suRFAcl ol' ~ OF ROADWAY j ···•··· / .i / 198+ 0 198+00 ~ l (/) l 0:: -\, !if FINISH SUltACE OF ·t OF ROADWAY g ) I i ' l I . i I . t ' : ' ' : I l ~~~ATioNs rl CR0~1Nc unu~Es • I WERE CALCULATED FROM THE STREET ! IMPROVEtJENT RECORD DRAWINGS1 . I 2. UTILITIES 11-IAT' WERE POTHOLED ARE INOICA'ltO. ' i CONTRACTOR SHALL INDEPENDENTLY VERIFY 1. ELEVATIONS OF A1L EXISTING UTli.lTIES. l PRIOR TO CONSTRUCTION. ' 199+ 0 200+00 30" RW PIPELINE HGL 550 199+00 ffll1 .. d ·- -I-~ L.a.J (/) L.a.J :c I (/) L.a.J Wz ~ ::J 4-00 390 380 370 STA 195+50 2" RW S[RVICT UNr: / :c 0 2 AV LOCATE 50' RT DATE IN/llAL DATE INITIAL OlttER APPROVAL CITY APPROVAL SDG&E NOTES: 1. CAREFULLY HAND DIG WITHIN 2-FEET OF THE NATURAL GAS TRANSMISSION PIPELINE. 2. NO POWER OPERATED EQUIPtJENT SHALL BE ALLOWED WITHIN 2-FEET OF ANY PORTION OF THE NATURAL GAS TRANStJISSION PIPELINE. ~ ::E 0 20 40 80 SCALE: HORIZ 1" -40' VALLECITOS WATER DISTRICT fsHml CITY OF CARLSBAD I SHEETS I ~~ DIREcfOR OF ENGINEERING & OPERATIONS APPROVED FOR CONSTRUCTION "AS BU IL T" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE DATE ~ ENGINEERING DEPARTMENT 58 ALGA ROAD, POINSETTIA LANE, & MELROSE DRIVE RECYCLED WATER TRANSMISSION MAIN STA 190+00 to 200+00-MELROSE DRIVE A~~ • -1, ~c WILLIAM E. PLUMMER ~ Al,... .t:.,..,... ti ao,&JJ PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DA TE DWN BY: CHKD BY: RVWO BY: ,IMC NPK PROJECT NO. DRAWING NO. 3887-B 405-8 C -:E C>G') a u, 00 420 410 390 2 0+00 201+0 ANI~ JuRFACE 0~ . ~ OF ROADWAY :ti• WELDED STEEL PIPE CML & TAPE: COATING WITH <!MC, SHELL t=0.2$" WITH SINGLE LAP WELDED JOINTS 410 430 +00 203+ 0 08+00 30" RW PIPELINE HORIZONTAL ALIGNMENT NO. DELTA OR BRG. ® S38'59'12"E @ S29'16'59"E BENCHMARK= THE PRIMARY CONTROL POINTS FOR THIS PROJECT ARE PER RECORD OF SURVEY NO. 17271 AND ACCEPTED FOR THIS SURVEY (UNITS ARE IN FEET): PT NO. 069 N 1984852.159 PT NO. 035 N 1981493.171 PT NO. 029 N 1986071.849 E 6249207.586 E 6253487.200 E 6261944.473 EL. 274.619 EL. 185.859 EL. 432.84D (THE POINTS ARE BASED ON THE CCS83, ZONE 6, 1999.32 EPOCH HORIZONTAL DATUM AND THE NAVO 88 VERTICAL DATUM PER RECORD OF SURVEY NO. 17271.) DWC: H:\C17\250-EI Comino Reof\ACAD\RW Tronomiseion Main\Final Plone\Algo -Melmse\sht 11.dwg USER: mrocco DATE: Apr 30, 2003 1: 12pm XREFS: melrose utifities melrose align melrose profile alga me I rose pp border RADIUS(ft) - - LENGTH(ft) 225.04 829.49 BDYL.E •na1T111EFJ1na cal'IF'CJFIIAT/Of1 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 -00 ~ ~~ p ,f "' ~ ' '" ::i, 57669 - .... 12-31-05 c,v11- PLAN SCALE: 1 "=40' DATt: INITIAL ENGINEER OF WORK REVISION DESCRIPTION 430 207+ 0 DA"TE INITIAL OTHER APPROVAL DATt: INITIAL CITY APPROVAL FINtStit sORFAcE or t OF ROADWAY 208+00 209+00 VALLECITOS WATER DISTRICT ~ !RECTO~ OF ENGINEERING &: OPERATIONS APPROVED FOR CONSTRUCTION "AS BU IL T" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE DATE ' I I 1 I I • • --,.,-..,.,i.,-,.,.,.~'"'·,~.·--,.""""·''''•""''' ,.,,, ,i,"' ••b•• «• •• ••••• 480 210+00 I i j I \ t I I I 450 440 430 0 20 40 80 ----.:.. SCALE: HORIZ 1" -40' fsiim7 CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 ALGA ROAD, POINSETTIA LANE, & MELROSE DRIVE RECYCLED WATER TRANSMISSION MAIN STA 200+00 to 210+00-MELROSE DRIVE y~ , f!' ~ WILLIAM E. PLUMMER ..::11~,. < ~........ 14•JQ•4J PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DA TE DWN BY: CHKD BY: RVWD BY: JMC NPK PROJECT NO. DRAWING NO. 3887-B 405-8 C .... :E .... G') 0 -4' (JI 00 .i::.. 0 u, 00 I ' j j 470 460 450 440 210+00 211+00 30" RW PIPELINE HORIZONTAL ALIGNMENT NO. DELTA OR BRG. RADIUS(ft) LENGTH(ft) @ S29'16'59"E 829.49 @) 3"10'41" 2984.00 165.51 @ 8'13'44" 2984.00 428.57 @) S17'51'59"E 161.55 <O 212+00 211 +OO W··· ___ ....... ----.. -----_-_-___ --.. --------HW ----..... ----·1· ... L) BENCI-IAAflK: CAUTION HP GAS SDGc!cE STANDBY REQUIRED THE PRIMARY CONTROL POINTS FOR THIS PROJECT ARE PER RECORD OF SURVEY NO. 17271 ANO ACCEPTED FOR THIS SURVEY (UNITS ARE IN FEET}: PT NO. 069 PT NO. 035 PT NO. 029 N 1984852.159 N 1981493.171 N 1986071.849 E 6249207 .586 E 6253487 .200 E 6261944.473 EL 274.619 EL. 185.859 EL 432.840 (THE POINTS ARE BASED ON THE CCS83, ZONE 6, 1999.32 EPOCH HORIZONTAL DATUM AND THE NAVO 88 VERTICAL DATUM PER RECORD OF SURVEY NO. 17271.) IJWG: H:\C17\250-EI Camino Real\ACAD\RW Transmission Main\Rool Plons\Algo -Melrooe\sht 12.dwg USER: mrocco DAT£: Apr 3Cl, 200.3 1:12pm XREFS: melrose utilities melrose align boyle-rw boyle-utils melrose profile melroae topo 0.50" 212+0 Jtl" WELDED STEEL PIPE CML & T~ COATING Wl'IH CMC, SHELL t=0.2!" WITH SINGLE LAP WELDED JOINTS I I ! ' I ' j ' ? l I 30 CL 150 FLG BFV PRdFtLE: SCALE: HORIZ 1 "=4or VERT 1"=4' 30" RW PIPELINE HGL 550 216+ 0 . ! 213+00 214+00 215+00 216+00 217+00 I ,, > ... ,:I ' I 1, ,.. N ,.N H'rA 214+55 2• AV LOCATE 40' RT STili 214+45 CP TEST STATION A 214+10 PROVIDE TOTAL OF 2 -2" AV LOCATE 40' RT 1 18 SDG&;E NOTES: - ' . ~, MELROSE DRIVE 1. CAREFULLY HAND DIG WITHIN 2-FEET OF THE NATURAL GAS TRANSMISSION PIPELINE. \ 0 z \ PLAN 2. NO POWER OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN 2-FEET OF ANY PORTION OF THE NATURAL GAS TRANSMISSION PIPELINE. SCALE: 1 "=40' BDYL..E ,ana,n..,,,na COllf/DOFIFITIDn 7807 CONVOY COURT, SUITE SAN DIEGO, CA 92111 (858)268-8080 olgo melrou pp borcler 200 t-p -.... . ' ... 0. 57669 -§l r,,p.12-31-0!1 • Ct VI\. DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION 2" F:·vv 217+0 DATE j I I I 'WI i l ,/-,~-.,-.J. --l. • ....... _ -I NOTES;i.:--~-:, 1. Et!VArloNS FciR cRdsfNh tlr!LitlES ' WERE CALCULATED FROM THE STREEl i ' t ~ + Sj ~ .... "' ..... IMPROVEMENT RECORD DRAWINGS. 1 2. UTILITIES lHAT WERE POTHOU:D ARE . INDICAlt:D. ~; INITIAIL CONTRACTOR SHALL INOEPENOENTL Y VERIFY ELEVATIONS OF ALL EXISTING UTILmES. PRIOR TO CONSTRUCTION. DATE INlllAL 218+00 - VALLECITOS WATER DISTRICT IRECT R OF ENGINEERING & OPERATIONS APPROVED FOR CONSTRUCTION "AS BUILT" RCE __ _ EXP. ___ _ REVIEWED BY: ( I DATE DATE OTHER APPROVAIL CITY APPROVAL INSPECTOR DATE 470 ' l ' I 460 450 -0.65' 440 220+00 - 40 80 ----~ SCALE: HORIZ 1 " = 40' fsHm7 CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 ALGA ROAD, POINSETTIA LANE, & MELROSE DRIVE RECYCLED WATER TRANSMISSION MAIN STA 210+00 to 220+50-POINSETTIA LANE A:z,::~ ( ~P<. ... •:, ~LIAM E. ~~~~,?J' PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DA TE Dl'AII BY: CHKD BY: RVWD BY: JMC NPK PROJECT NO. DRAWING NO. 3887-B 405-8 450 440 420 t . j . l j ! ) ! t, 20+00 I I 221+00 30" RW PIPELINE HORIZONTAL ALIGNMENT NO. DELTA OR BRG. RADIUS(ft) @ S17"51'59"E @) S17"52'00"E @ S17"51 '22"E ® 14"22'49" 3215.82 SDG&E NOTES: 1. CAREFULLY HAND DIG WITHIN 2-FEET OF THE NATURAL GAS TRANSMISSION PIPELINE. 2. NO POWER OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN 2-FEET OF ANY PORTION OF THE NATURAL GAS TRANSMISSION PIPELINE. LENGTH(ft) 161.55 549.67 288.09 807.12 THE PRIMARY CONTROL POINTS FOR THIS PROJECT ARE PER RECORD OF SURVEY NO. 17271 AND ACCEPTED FOR THIS SURVEY (UNITS ARE IN FEET): PT NO. 069 N 1984852.159 PT NO. 035 N 1981493.171 PT NO. 029 N 1986071 .849 E 6249207.586 E 6253487 .200 E 6261944.473 EL. 274.619 EL. 185.859 EL 432.840 I Sc-(14~ -0.6S' (THE POINTS ARE BASED ON THE CCS83, ZONE 6, 1999.32 EPOCH HORIZONTAL DATUt.t AND THE NAVO 88 VERTICAL DATUM PER RECORD OF SURVEY NO. 17271.) DWG: H:\C17\250-EI Camino Reol\ACAO\RW Tronsmis,ion Main\Final Plans\Alga -Melrose\sht 13.dwg USER: mrocco DATE: Apr 30, 2003 1:13pm XREFS: melrose utilities melrose align boyle-rw boyle-utils melrose profile ""'lroae topo 30• WELDED SfEEU PIPE CML · &: TAPE COATING WITH Ct.IC, SHELL t=D.2!" WITH SINGLE LAP WELDED JOINTS TEST HYDRAULIC GRAOIEl-ff = EL 665, MAX OPERATING HGL = EL 593 &: MIN OPERATING HGL = EL 550 223+00 BDYL.E ST10lf111&Fflna t:Dl'IPlHfFIT/Dn 7807 CONVOY COURT, SUITE 200 olga melroae pp border SAN DIEGO, CA 92111 (858)268-8080 CAUTION p "-t-• ' ;a, No. 57669 ..,.12-31-0S c,v1\.. I l Cb Q_ :c l I c;, !. (/') I i' • ~ l -! ~ ~ ' 430 PROFILE l SCALE: H0RIZ 1"=40' i VERT 1 "=4' i ' I 226+00 PLAN SCALE: 1. =40' DATr INITIAL ENGINEER OF WORK REVISION DESCRIPTION 16 22 +00 OATr . • ' . ' I ••h ., ....... .;,,,!, INITIAL DATr ! j I I i " ' ! . ! • '-. l . "-.· • a_ 00 1- 410 400 , . o I, s l :,\, i ~ ; I ;._. l '' "'--' N>I INITIAL 1;,?) -.,J i;j: i;j ~ ! 228+00 ' I . -0.7 t ,. , . . . .. J . ..... . L ... ~ ~ ·+•·••· 8 ~ ... ·. 1 · • ~~ 6~··. 1 l, "'t:!' :::i_ I I Nc/Jts: .~~ ~ w I l ·. • i ' ' ! l 1. · ELE'JATIONS FdR CRo5s1NG 1.inuilES ' WERE CALCULATED FROM THE STREET 390 I IMPROVEMENT RECORD DRAWINGS. ; 2. UTILmES THAT1 WERE f'OOOL(D ARE INOlcATED .. CONTRACTOR SHALL INDEPENDEN1'L Y VERIFY ELEVATIONS OF ALL EXISTING UTILmES. PRIOR TO COl'ISTRUCTION. 229+00 230+00 380 0 20 40 80 -----, SCALE: H0RIZ 1" 40' VALLECITOS WATER DISTRICT f"SHm7 CITY OF CARLSBAD I SHEETS I ~ ,-2-,,,;J IRECTOR OF ENGINEERING & OPERATIONS DATE APPROVED FOR CONSTRUCTION "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: L..2:_j ENGINEERING DEPARTMENT 58 ALGA ROAD, POINSETTIA LANE, & MELROSE DRIVE RECYCLED WATER TRANSMISSION MAIN STA 220+50 to 230+00 -MELROSE DRIVE APP~&,£'1/" • ✓ 9-1< 'MLLIAM E. PLUMMER 4(,.t;o S,,, 211••1< (i,,,>l),4J PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DA TE DWN BY: PROJECT NO. DRAl'llNG NO. CHKD BY: OTHER APPROVAL CITY APPROVAL INSPECTOR DATE RVWD BY: JMC NPK 3887-B 405-8 C ~ G) ~ 0 U'I I 00 390 370 230+00 31+00 BENCHMARK= THE PRIMARY CONTROL POINTS FOR THIS PROJECT ARE PER RECORD OF SURVEY NO. 17271 AND ACCEPTED FOR THIS SURVEY (UNITS ARE IN FEET): PT NO. 069 N 1984852. 159 PT NO. 035 N 1981493.171 PT NO. 029 N 1986071.849 E 6249207.586 E 6253487 .200 E 6261944.473 EL 274.619 EL 185.859 EL 432.840 (THE POINTS ARE BASED ON THE CCS83, ZONE 6, 1999.32 EPOCH HORIZONTAL DATUM AND THE NAVO 88 VERTICAL DATUM PER RECORD OF SURVEY NO. 17271.) OWG: H:\C11\250-EI Camino Reaf\ACAD\RW Tn,nsmission Moin\Fincl Plons\Algo -Melroee\sht 14.dwg USER: mrocco DATE: Ar,r 30, 2003 1:13pm XREfS: melrose align boyle-rw boyle-utils melrose profile melrose topo iJ" WELDED STEEL PIPE CML & TAPE COATING WITH CMC, SHELL t=D.2!" WITH SINGLE LAP WELDED JOINTS I l I i i 1 ' i' I [· ~. NIS' H SUR~. ACt OF .....__ I ' t OF ROADWAY i """'-I ' ' ' 0 i ' ' ' , .. ' ~ ' ...._ ..l._ · ....... ' "'''''~"''""''"~ '"~"·•--·- 232+00 .._ 233+00 -- 34+00 I ! i I ! ! I i l i I I l PRdFILE SCALE: HORIZ 1 • =40' VERT 1 ",,,4• 235+ 0 -- Jo" RW PIPELINE; . , HGL 550 30" RW PIPELINE HORIZONTAL ALIGNMENT MElROSI: . DRIVE NO. @ @ @ olga melro• pp border DELTA OR BRG. RADIUS(ft) LENGTH(lt) 14'22'49" 3215.82 807.12 3'12'25" 3215.82 179.99 S35'26'36"E 366.14 BDYL.E &nalfllB!iFf/na C:O,t,-OFIFITIOfl 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 I>-p. " ' .e o. 57669 ..... 12-31-05 c,v11.- PLAN SCALE: 1 "=40' DATE INl11AL ENGINEER OF WORK • .... i I i ! ~ ~, '~-·"'. . .. ,, ('ICD ~N j ~g ~~ i ' l I INo~ · , i · ! , : .. l: ! 1. EltvATION!i ~R CROSSING UTILrtiES: '' WERE CALCULATED FROM THE SffiEET IMPROVEMENT RECORD DRAWING& I 2 ' UTlllllES THA1 wm: POlHOLED kRE • lfilOICAltO. ' /, . , CONTRACTOR $HALL INDEPENDENTLY VERIFY ELEVATIONS or ALL EXISTING UTILITIES. PRIOR TO COl'IS'IRUCTION. -0-· · I 00 ~ ,.._ . + ('I' ,_ ex, tO .,., "' N ...I :< w; to~ 2 6+00 237+00 238+ 0 23 STA 236+55 30 CL 150 FLG BFV - 16 DATE INITIAL DATE INl11AL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL -II I/ VALLECITOS WATER DISTRICT IRE OR OF ENGINEERING & OPERATIONS APPROVED FOR CONSTRUCTION "AS BUILT" RCE __ _ EXP, ____ _ REVIEWED BY: INSPECTOR DATE DATE DATE 360 350 240+ 0 0 20 40 80 SCALE: HORIZ 1" = 40' fSHml CITY OF CARLSBAD I SH~~TS I ~ ENGINEERING DEPARTMENT ALGA ROAD, POINSETTIA LANE, & MELROSE DRIVE RECYCLED WATER TRANSMISSION MAIN STA 230+00 to 240+00 -MELROSE DRIVE ~P~C¥Q,,.1, -./ /,;/::,.. WILLIAM E. PLUMMER ~·, ~ ~ +.1••1 ~4,:,,IJ3 PE 28176 EXP: 3-31-06DEPUTY CITY ENGINEER DATE DWN BY: ""'-"',£..W,= PROJECT NO. ORA WING NO. ~~~ g~: ~~S 3887-B 405-8 .... .I=,,. s. (JI 00 C ~ G') ~ 0 (J'I 00 350 340 f I I I I I I ' l i 30~ Wl:LDtD STEEL PIPE Ct.11. ,le TAPE COATING *ITH CMC, SHELL laa0.25' WITH 4 SINGLE LAP WELDED JOINTS TEST HYDRAUtlC GRADIENT "' Et. 665, 1i6 MAX OPERATING HGL = EL 593 & MIN OPERATING HGL 1= El 550 1.,· I I : , ;l 1 .; jll~ ,J ·---:~ .. ~ ... ~... : _,,._..,~.J-~--.~,,. .. .+. .. ·-·~·-.... ,..i.--••« , __ ...,~. ..,,..,,,,__➔. ·----...... ·--J----•-.-·•··-··--·1· ·-. ·--... .,. ..... -1-..... -... .;.",.. ...~l' • · 1': • 1 · · · I I .. 1 I 1 ; '· ,, l ' l' I I . , .• l , , · ·1 ' I "--· I ! , . I '! -.... I I j" ! ..._I ' I ,.~~-.l·---~----··-1-.J, ... ," ....... ~ .. ::1~ ::.~~ .l ___ ~----"···-t ............. ·--~ .... t ........... ., ......... h,, ............ ~ 60 ~~1· ' ' - ' I I .-- 240+0 0 0 + 0 -..::t- N -..::t-..-- 241+00 I ' ' . ; i : i 242+00 ' ·, I I I l I l ! I I I I l i I ; . : I ~ !. ,1.,.·, •!sol ,..,_,,, .... 4~,~~--~"'·"-1,~·~--•·•-..._-.. .:-...... ,.4 .. _ .. ~ .. -~.~"-"1s.,-~ .... f,,._,_;..,_,~f-~",~•·•·--; .. , .. ---0--l Cl z if! ' : I I IMPROVEMENT RECORD DRAWINGS. i 2. llT1UTltS THAT WfRE 'POTI-!Ot.£1) ~ INritcA'tED. I. CONTRACTOR SHALL INDEPENDENtl. Y VERIFY 1 ELEVATIONS OF ALL EXISTING UTR.ITIES ' PRIOR TO CONSTRUCTION. . 340 . 370 ___ f MELROSE DRIVE I /FINISH GRADE 0 ~--~R::,, I --✓ ,._ I ...: ~~ • ~ I= S•-1.42X 360 ----~------+ Q EL 358.52 S•O.OOX • CL GO I- 35' 31.61' 350 -·---+-- 66.61' a• C-900 CL 150 PVC . I 2 CONNECT TO EXIST a• CL 150 PVC NOTE: SEE SHEET 17 FOR -CONSTRUCTION SEQUENCE. 8" PIPE PROFILE STA 194+80 1 SCALE: HORIZ: 1 "=40' VERT: 1",,,4' SPGAIE NOTES; 1. CAREFULLY HAND DIC WITHIN 2-FEET OF THE NATURAL GAS TRANSMISSION PIPELINE. 2. NO POWER OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN 2-FEET Of' ANY PORTION OF THE NATURAL GAS TRANSMISSION PIPELINE. 10 ~ 1- 4" (VWO) • ' -------RW--~ --· -~r-RW -- \" \ --.:. --RW--· ---·~ ----RW---------- cn w w II (/) w zw --; w __. (/) 21/ W (VWD) . w-----·..,-·--· w----,-,.,-.... 241 +00 ;.-, "' ' \ I 0 · -G(HP)-,0 ------,. ' ' ---,.,,;.;.-.·' --''' ' '" .. ' "-~/,' " · .. · __ ··--.--~ ----------·-,-"'--· ---· -. ' ~ :::'.::!: 30" AW' • -1 •' , .. "-H"'C;-L...:,5;;;5,,.'0 '-"-"=-+-1..,..6~. ..,..... ... , . MELROSE DRIVE PLAN SCALE: 1 ",,,40' CENCI I J!Afll<: .:. - THE PRIMARY CONTROL POINTS FOR THIS PROJECT ARE PER RECORD OF SURVEY NO. 17271 AND ACCEPTED FOR THIS SURVEY (UNITS ARE IN FEET): PT NO. 069 N 1984852.159 PT NO. 035 N 1981493.171 PT NO. 029 N 1986071.849 E 6249207.586 E 6253487 .200 E 6261944.473 EL 274.619 EL 185.859 EL 432.840 (THE POINTS ARE BASED ON THE CCS83, ZONE 6, 1999.32 EPOCH HORIZONTAL DATUM AND THE NAVD 88 VERTICAL DATUM PER RECORD OF SURVEY NO. 17271.) DWG: H:\C17\250-EI Comino Reol\ACAIJ\RW Transmission Main\Final Plons\/Jgo -Melrose\sht 15,dwg USER: mrocco OAT£: Apr JO, 2003 1:18pm XREFS: melrose utilities melrose olign boyle-rw melrose topo melroae profile olga melrose pp border BOYL.E •na1n1EEF11na t:a/lfFIDFIFITIDn 7807 CONVOY COURT, SUITE 200 boyle-utilB SAN DIEGO, CA 92111 (858)268-8080 ~ P. "r, ~ No. 57669 r.,.12-31-0lS IV\\. 30" RW PIPELINE HORIZONTAL ALIGNMENT NO • DELTA OR BRG. RADIUS(ft) LENGTH(ft) @ S35"26'36"E -179,99 @ S09'33'24"W -15.55 @ N35'24'50"W -10.23 DAit INITIAL DA Tt INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA Tt INITIAL CITY APPROVAL EXIST 8° PVC PIPE I I 11 I CONNECT TO EXIST 8' PVC PIPE I I WITH a• PVC CLOSURE COUPLING I I MIN 5' OF 8° CL 150 PVC PIPE 8'xs• MJ DI TEE THRUST BLOCK W/ A=8 SF MIN 5' OF 8" CL 150 PVC PIPE CONNECT TO EXIST 8° PVC PIPE WITH a• PVC CLOSURE COUPLING EXIST 8° PVC PIPE CONNECTION IN CARILLO WAY 2 SCALE: 1 / 4""' 1' -0" VALLECITOS WATER DISTRICT DIRECTOR OF ENGINEERING & OPERATIONS APPROVEO FOR CONSTRUCTION "AS BU IL T" RCE __ _ EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE DATE 10 0 20 40 80 ----~ SCALE: HORIZ 1" "' 40' fsHm7 CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 ALGA ROAD, POINSETI'IA LANE, & MELROSE DRIVE RECYCLED WATER TRANSMISSION MAIN STA 240+00 to 242+21.41 -MELROSE DRIVE A~ {; ~ WILLIAM E. PLUMMER b.. ... ,,._"'k-~ <Jo-aJ •PE 28176 EXP; 3-31-06 DEPUTY CITY ENGINEER DATE DWN BY; CHKD BY; RVWD BY; ,IMC NPK PROJECT NO. 3887-B DRAWING NO. 405-8 .... UI a UI 0:, C ~ G') ~ 0 CJ'I 00 12· w w _J a.. w (D g z 1 0 VJ N 0 w _J :I: _J Cl <( VJ (.,.) TRENCH WIDTH AT TOP OF TRENCH AC PAVING ) ) > • ,- t 0 12· 6" AC PAVING 9" AGGREGATE BASE 0 r z LL :I: w 0 O::'. (.,.) 0 " ) :I: ,__-+~-BACKFILL TRENCH ti:: w Cl :I: (.,.) z w f-f-::::. _J ~ . wN z~ 0 N z w Cle: f-• N ~ TOP OF PIPE u '-C " 0 l . Ii . ) ZONE WITH NATIVE EARTH BACKFILL OR IMPORTED MATERIAL PER SPEC 02223 MARKING TAPE Cl W 0 a.. - w a.. a.. -+---""I'-6½1---\--+-....---BACKFILL PIPE BASE AND PIPE ZONE WITH IMPORTED SAND w a.. 1i: a.. • w A A PIPE OD A TRENCH WIDTH IN PIPE ZONE LIMITED PIPE DIAMETER MIN MAX 1 • THROUGH 8" 6" 9" 12" THROUGH 16" 8" 12· 30" 12· 24" PER SPEC 02223 TYPICAL TRENCH SECTION 1 SCALE: NO SCALE NOTES: 1. FOR INSIDE DIAMETER AND PLATE THICKNESS OF WELDED STEEL PIPE AND LOCATION OF DOUBLE-WELDED LAP JOINTS SEE PLAN & PROFILE DRAWINGS. 2. "t" INDICATES THE THICKNESS OF THE STEEL AT THE STATION WHERE USED. 3. BEFORE WELDING, DRILL AND TAP TEST HOLES. CONTRACTOR TO AIR AND SOAP TEST AFTER WELDING IS COMPLETED. PLUG WELD HOLES AFTER SUCCESSFUL COMPLETION OF JOINT TESTS. 4. FOR SINGLE-WELD AREAS, "y" IS 5/16" FILLET WELD. FOR DOUBLE WELD AREAS, "y" IS FULL FILLET WELD. SEE PLAN & PROFILE FOR SINGLE AND DOUBLE WELD LOCATIONS. 5. SEE SPECS FOR CEMENT MORTAR LINING & COATING REQUIREMENTS 6. FIELD COATING AT JOINTS ffi OUTSIDE WELD MAY BE SUBSTITUTED FOR INSIDE WELD CHAMFER MAX 1/16" 2-112· MIN SINGLE-WELDED LAP JOINT 3 a.. Cl TAPE WRAP W/ CMC COAT CASING PIPE FOR CORROSION PROTECTION RUBBER ANNULAR SEALING DEVICE, INSTALL BElWEEN CARRIER & CASING PIPES 24" 0.0. STEEL PIPE PER SPEC SECTION 15061 THICKNESS=0.375" 1.D.=23.25" CASING SPACERS PER NOTE NO. 3 BELOW CASING END SEAL \ 24" DIRECTION OF PIPE INSTALLATION \_JOINT CASING SPACERS PER NOTE NO. 3 BELOW .____ __ 12" RECLAIMED WATERLINE PIPE-...J LONGITUDINAL SECTION RIGHT END VIEW NOTES: 1. STEEL CASING PIPE SHALL BE LINED WITH MINIMUM 12 MILS FUSION BONDED EPOXY PER AWWA C213. 2. EXTERIOR OF CASING PIPE SHALL BE TAPE & MORTAR COATED PER SPEC SECTION 09870. 3. CASING SPACERS SHALL BE ALL STAINLESS STEEL CASCADE WATERWORKS MFG CO OR APPROVED EQUAL AND INSTALLED PER MANUFACTURER'S RECOMMENDATION. 4. INSTALL CARRIER PIPE SO THAT PIPE JOINTS ARE ALWAYS COMPRESSED. 12" RECYCLED WATER MAIN ENCASEMENT DETAIL SCALE: NO SCALE 14" MAX -FURNISH IN TWO PIECES &: SHIP LOOSE FOR FIELD JOINING ,,,-DRILL AND TAP 4-1/4" DIA HOLES / EQUALLY SPACED FOR AIR-SOAP TEST. SEE NOTE 3 (TYP) A :fm'"--'1~~~1~~'--'P--.,,,,__,_,._,,,,__~~~"-f-«',~~d 1 ~ 1 a.. ci BUTT STRAP - 2" MIN 6 MAX TYP BUTT STRAP 1/4" MAX STEEL CYLINDER BEYOND SECTION EB g• GROUT IN FIELD, SEE SPEC SECTION 15061--~ FIELD APPLIED PLASTIC TAPE SEE SPEC SECTION 09870 -~ / PLASTIC TAPE HOLDBACK /i (BELL END) PLASTIC TAPE HOLDBACK (SPIGOT END) 6" ADD REINFORCEMENT TO FIELD APPLIED MORTAR. SEE SPEC SECTION 15061 STEEL CYLINDER WITH TAPE COATING 2-1/2" SEE SPEC SECTION 09870 MORTAR COATING MIN ,---REINFORCING, SEE ~.......,~~~dlHdhF:SlPGTIT:?::::;::r:-:r-rd=-7 SPEC SECTION 15061 ~:_-<c_',·,.·:.,. ·i"" ~-~~...;.;,;.;.-.+;.;,;,;..,....;..;.;;..,.....-; j~·:: \~ -... --' ~-. ,,c-·•·· :::·:.·:_· _____ ...... :::::..... ·-:-:-: :::::.·:_·_· __ , --~ : __ .... ; ;' MORTAR LINING-~ FIELD APPLIED MORTAR SEE SPECS 3/4" I 1/2" 3-1/2" I . t --...__ MORTAR LINING HOLDBACK 9• • I FIELD COATING AT JOINTS 3 SCALE: NO SCALE WELDED STEEL PIPES DET_A_ILS __ ,r 4 ~ ' fSHml CITY OF CARLSBAD f"SHm's1 ~ ENGINEERING DEPARTMENT ~ SCALE: NO SCALE DWG: H:\C17\250-EI Camino Reol\ACAO\RW Tronsmiaion Main\Final Plcns\Alga -Melrose\sht 16.dwg USER: mrocco DATE: Apr 30, 2003 1 :18pm XREFS: alga melrose pp border - "-~ - BDYL.E 11na1n1B1F11na CDFIF'DFIFIT/an 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION "AS BU I LT" RCE__ EXP ___ _ DATE REVIEWED BY: DATE INITIAL DATE INITIAL OlttER APPROVAL CITY APPROVAL INSPECTOR DATE ALGA ROAD, POINSETTIA LANE, & MELROSE DRIVE RECYCLED WATER TRANSMISSION MAIN DETAILS APP~~~~ .../ ~/~ 'MLLIAM E. PLUMMER #~ .z_ :~4-"I 'fde"l < C,-:1t), ,?I PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DA TE DWN BY: .,n, ""~ I PROJECT NO. I DRA'MNG NO. CHKD BY: ,IMC 3887-B 405-8 RVWD BY: NPK ~ 0 (JI I 00 EX~1~ • CL 200 BV r EXIST 18 \ m r/ BLIND FLANGE rt. EXIST 18" ::f-1T~7ir·-711 CL 50 DIP -Ill/\ Ill -Ill --- W/ RESTRAINED ----fil'.. ~ --UJ JOINTS PER DWG NO. 305-6F INmAL CONDmON I. EXIST 1B" C ·, 12" PVC PIPE 2" MAR (t~~1.o~ EXIST END CAP &: TB (-< :ii NO. 397-2D "" ( t ~ REMOVE PRIOR TO I I I FINAL CONNECTION"""""'::::----¢_ ~ HA _. .. _"-. \ -\I... • " • I. . . ~-f . ; .. \ -. "'. . ----- .· 1 . 2" AV STA 331+14.22 FIELD VERIFY 12" HIGH DEFLECTION COUPLING. PROVIDE BEND AS REQUIRED TO MAKE CONNECTION 12" PVC PIPE 12" 45' MJ DI BEND &: TB CL 200 BV ~ m __ 1 STA PER PLANS ¢ EXIST 1s·=tr--1T~711-1 rr-:-,"?4..m---.L--------..;.,...---- cL 50 DIP -111 /\ Ill -I u.::...:-' ,+I. llll-----t\-------Y:J----~ W/ RESTRAINED - -J~l. ]~L -J JOINTS PER -., DWG NO. 305-6F 1B"x12" FLGxMJ DI REDUCER W/ THRUST BLOCK 3' OUTLET FOR 2" AV FINAL CONDmON 12" PVC CLOSURE COUPLING 12" PVC PIPE 12" CLOSURE COUPLING CONNECTION AT STA 300+00 -ALGA RD 1 CONNECTION AT STA 331 + 14 -ALGA RD 2 SCALE: 3/8"=1'-0" 3 CONSTRUCTION SEQUENCE: 1. THE EXACT POINTS OF CONNECTION (POC) TO THE EXISTING PIPELINES ARE APPROXIMATE ONLY. FIELD VERIFY THE LOCATION, PIPE ELEVATION, OUTSIDE DIAMETER, PIPE CONFIGURATION, MATERIALS OF CONSTRUCTION, AND ANGULAR DIFFERENCE OF THE NEW AND EXISTING PIPE PRIOR TO PIPE FABRICATION AND INSTALLATION. ADJUST AND ALIGN NEW PIPELINE AND COMPONENTS AS NECESSARY TO MEET THE FIELD CONDITIONS AND PROVIDE ALL REQUIRED MATERIAL, LABOR AND EQUIPMENT TO MAKE THE CONNECTIONS. POTHOLE EXISTING UTILITIES: EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY BASED ON AS-BUILTS OBTAINED FROM UTITLITY COMPANIES. POTHOLE AND SURVEY ALL EXISTING UTILITIES PRIOR TO ORDERING ANY MATERIALS. POTHOLE AND SURVEY DATA SHALL BE PROVIDED TO THE DISTRICT ENGINEER FOR REVIEW. POTHOLE DATA SHALL INCLUDE EXISTING UTILITY HORIZONTAL LOCATION, PIPE ELEVATION, SIZE, PIPE CONFIGURATION, AND MATERIALS OF CONSTRUCTION. IDENTIFY POTENTIAL CONFLICTS WITH THE NEW PIPE LOCATION AND PROVIDE THE DATA TO THE ENGINEER. ALLOW THREE WEEKS FOR MODIFICATION OF NEW PIPELINE TO MEET THE ACTUAL FIELD CONDITIONS. THIS SHALL BE THE FIRST ITEM OF WORK PRIOR TO BEGINNING ANY CONSTRUCTION. COORDINATE POTHOLING REQUIREMENTS AND SCHEDULE DURING PRE-CONSTRUCTION MEETING. 2. CONSTRUCT THE NEW 12" PIPELINE AND INSTALL FROM STA 300+ 10 TO STA 331 +00. PRESSURE TEST AND DISINFECT THE NEW PIPELINE PER SPECIFICATION SECTIONS 15041 AND 15044 BEFORE MAKING CONNECTIONS TO EXISTING PIPELINES. PROVIDE TEMPORARY PRESSURE BULKHEADS WITH AIR RELEASE, BLOW-OFF AND THRUST BLOCKS AT PIPE ENDS FOR TESTING. 3. CONSTRUCT THE NEW 30" PIPELINE AND INSTALL FROM STA 150+10 TO STA 242+00, INCLUDING OUTLET WITH VALVE AS SHOWN. PRESSURE TEST AND DISINFECT THE NEW PIPELINE PER SPECIFIICATION SECTIONS 15041 AND 15044 BEFORE MAKING CONNECTIONS TO EXISTING PIPELINES. PROVIDE TEMPORARY PRESSURE BULKHEADS WITH AIR RELEASE, BLOW-OFF AND THRUST BLOCKS AT PIPE ENDS FOR TESTING. 4. THE DISTRICT WILL ISOLATE FROM OPERATION AND DEWATER THE EXISTING PIPELINES. REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING PIPELINES AT CONNECTION POINTS. REMOVE AND DISPOSE OF TEMPORARY THRUST BLOCKS, BLIND FLANGES, AND CAP ASSEMBLIES FROM PIPE ENDS TO BE CONNECTED. DISINFECT AND INSTALL BLOW-OFF ASSEMBLIES, AIR VACUUM ASSEMBLIES, CLOSURE PIPES, BENDS, ADAPTERS, COUPLINGS, REDUCERS, INSULATING FLANGES, AND THRUST BLOCKS AS INDICATED. 5. PLACE EXISTING AND NEW PIPELINES INTO SERVICE. ALL JOINTS SHALL BE LEAK FREE. SCALE: 3/8"=1 '-0" BDYL.E DWG: H:\Cff\250-EI Camino Reol\ACAO\RW Transmil!ISion Main\Final Plons\Alga -Melrose\sht 17.dwg USER: mrocco DATE: Apr 30, 2003 1:18pm XREFS: alga melrooe pp border •na1n111S/lflna CDl'IF'OFfffTIDn 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 5 DA TE INITlAL EN~NEER OF WORK REVISION DESCRIPllON ¢ EXIST 30:_ STL PIPE PER CITY OF CARLSBAD DWG NO. 405-8B ¢ EXIST 30:_ STL PIPE PER CITY OF CARLSBAD DWG NO. 405-BB ,,,.,,-EXIST 30" CL 300 ITT BLIND FLG ------111 111 ----11-1--- 111 ______ JII w INITIAL CONDmON 8 .:Id ~ g ~ tn Www 0 ;;:: :i::: f-~ ~ :J Cl'.'. +~:::,O 0 CD LL. U") ..-0-10 n_ W CD <:::. w t-u.Jt-• (/) f-(/) "' CUT PIPE ---"'~ 30" STL PIPE SEE SHT 6 -I 6" MAX GAP ------7 7r I I : -...c¥-...t: 30" STL PIPE i I I SEE SHT 6 ______ J f--.-------------+-JL----~ INSTALL INSULATING FLG KIT 30" STL PIPE W/ TAPE COATING & CMC W/ CL 150 STL FLG & 2' CUT TO FIT BUTT STRAP W/ SECTION 2 HANDHOLES FINAL CONDmON CONNECTION AT STA 150+00 -POINSETTIA LN 3 SCALE: 3/8" = 1'-0" "AS BU IL T" RCE ___ EXP. __ _ DATE REVIEWED BY: DA lE INITIAL DA TE INITIAL 01HER APPROVAL CITY APPROVAL INSPECTOR DATE 6 fSHm7 CITY OF CARLSBAD ~ ~ ENGINEERING DEPARTMENT ~ ALGA ROAD, POINSETTIA LANE, & MELROSE DRIVE RECYCLED WATER TRANSMISSION MAIN CONNECTION DETAILS A;t.;Z}1s; .. 1 t?4t»-••~LLIAM E. ~~~~E~ -- PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE OWN BY: ,nr· mw I PROJECT NO. I DRAWIING NO. L!:~c!:~~~o~:!..!.~::........==N~1 ~~!:::=..I ....... __ 3_8_8_7_-B __ __._ .___40_5_-_8___, C -~ ...... G') 0 .... c.n 00 ~ 0 CJ"I I co 4 WIRING AND INSTALLATION SEE TEST BOX DETAIL • EXOTHERMIC WELD (TYP) SEE DETAIL 3 CML&TC STEEL REC WATER-----' NOTES: TO REMAINING ANODE (SEE NOTE 1) 1-NO. 12 WHITE THWN ANODE LEAD 2-NO. 8 BLACK HMWPE PIPE LEADS MAGNESIUM ANODE SEE DETAIL 6 (2 REQRD) ,___,__~ SEE NOTE 1 6' MIN (SEE NOTE 2) 1. 1 ANODE SHOWN, 2 ARE REQUIRED. ANODES TO BE INSTALLED PARALLEL TO THE PIPE, 15 FEET APART IN AUGERED HOLES 12' DEEP. ANODE LEADS TO BE TRENCHED TO CTS AT A DEPTH OF 36". 2. INSTALL ANODES AT A 6' MINIMUM DISTANCE FROM PIPE. AT GRADE 2-WIRE TEST STATION WITH ANODES DETAIL CD SCALE: NO SCALE GENERAL CATHODIC PROTECTION NOTES 1. ALL MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND TECHNICAL SPECIFICATIONS. 2. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE. 3. ALL AT GRADE TEST STATIONS SHALL BE THE CIRCULAR, CONCRETE, AT-GRADE TYPE WITH A METAL LID. A. PROVIDE 18" SLACK WIRE AT WELD TO PIPE AND COILED IN TEST BOX. 8. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL. C. A REINFORCED CONCRETE PAD (24" SQUARE X 4" THICK) IS REQUIRED AROUND TEST BOXES LOCATED IN UNPAVED AREAS. D. PLACE TEST BOX BEHIND SIDEWALK WITH APPROVAL OF CITY OF CARLSBAD. DO NOT PLACE IN STREET OR MEDIAN. E. IDENTIFY ALL WIRES AS SHOWN ON DETAIL 2 SHEET 07 4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ADJACENT STRUCTURES AND UTILITIES AND FOR AVOIDING DAMAGE TO AND CONFLICT WITH THESE STRUCTURES OR UTILITIES. N - 5. THE CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT 'AS-BUILT' DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF THE WORK. 6. NO WIRE OR CABLE SPLICES ARE PERMITTED EXCEPT AS INDICATED IN THE DRAWINGS OR AS SPECIFICALLY APPROVED BY THE ENGINEER. 7. THE CONTRACTOR SHALL REPLACE LANDSCAPING IN KIND. SIDEWALK WARNING TAPE 8. WIRES SHALL BE TAGGED USING MINIMUM 10 PT. FONT AND CONTAIN: PIPELINE MATERIAL & SIZE DATE INSTALLED PIPELINE STATION NO. DWG: H:\C17\25O-EI Comino Roaf\ACAIJ\RW Transmission Moin\Finol Plons\Algo -Melrose\shl 18.dwg USER: mrocco DATE: Apr 30. 2003 1: 18pm XREFS: alga melrose pp border Ill INSULATING MATERIALS· GASKET -TYPE "E" G10 GLASS STEEL WASHER & NUT (BOTH SIDES)(2 PLS) -1'1()1 ~ INSULATING WASHER ~ ~ (BOTH SIDES) ---.,....---.../ CML& TC/STEEL REC. WATER SEE NOTE 1 _..,. NOTES: WI RECT. 0-RING SLEEVE -G10 GLASS WASHER -G10 GLASS THREADED STUD (2 PLS) CML&:C/STEEL REC. WATER 1. FULL LENGTH INSULATING SLEEVES REQUIRED AT ALL THRU-FLANGE BOLTS OR STUDS. HALF LENGTH SLEEVES REQUIRED AT THREADED BOLT HOLES AT VALVE BONNET AND BASE. 2. INSTALL TEST BOX BEHIND CURB SIMILAR TO DETAIL 1 ON THIS SHEET. BURIED INSULATING FLANGE DETAIL SCALE: NO SCALE 2-BOND WIRES-AWG NO. 2 STRD. COPPER WIRE (TYP) WITH HMWPE INSUL. -~ EXOTHERMIC WELD 3 (TYP) SEE DETAIL ,____.........., NOTES: FLEXIBLE COUPLING 1-NO 6 AWG HMWPE (TYP) SEE NOTE 4 BEND TEE 1. ALL WIRE WELDS SHALL BE 3" APART MIN. SPOOL VALVE 2. ALL BOND WIRES SHALL BE INSTALLED AT MINIMUM LENGTHS. 3. BOND WIRES SHALL NOT BE INSTALLED ACCROSS INSULATING JOINTS. 4. BOND WIRE SIZE SHALL BE AWG NO 2. TWO ARE REQUIRED. ONE NO. 6 AWG HMWPE IS REQUIRED FROM PIPE TO VALVE BODY, SPOOL, COUPLING, AND TEE. MECHANICAL JOINT BOND DETAIL SCALE: NO SCALE BDYL.E 111H1a1n .. F1111a CDl'IPDFIFfTIDn 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 ~ ,._ .... ., '-'-' -t' ~~.., ; ~ No. 57669 ~ • E,p.12-31-00 c,v,1. DA TE INITIAL ENGINEER Of WORK HANDLE-~f PIPE SLEEVE ~-GRAPHITE COVER ~-STARTING POWDER ""!v--METAL WELDING POWDER ~---METAL DISC A-------GRAPHITE MOLD '----WIRE FILE STRUCTURE CONNECTION AREA (3 IN x 3 IN) TO BARE SHINY METAL AND CLEAN. D EZZZ(:=::9 STEP 2. & ~3 STEP 3. ~ C):c::93 STEP 4. & I 93 STEP 5. STRIP INSULATION FROM WIRE. ATTACH SLEEVE WHERE REQUIRED BY MANUFACTURER. HOLD MOLD FIRMLY WITH OPENING AWAY FROM OPERATOR AND IGNITE WITH FLINT GUN. REMOVE SLAG FROM CONNECTION AND PEEN WELD FOR SOUNDNESS. COVER CONNECTION AND EXPOSED STRUCTURE SURFACE WITH A BITUMINOUS COATING COMPOUND. PLACE PLASTIC SHIELD CAP FIRMLY OVER CONNECTION. NOTES: 1. ALL WIRE WELDS SHALL BE MINIMUM 3 INCHES APART. 2. STANDARD WELD CARTRIDGES SHALL BE USED FOR STEEL SURFACES, EXOTHERMIC WELD PROCESS DETAIL SCALE: NO SCALE ED t -----ANODE LEAD THWN (WHITE) NO. 12 AWG MAGNESIUM INGOT DIMENSIONS: 5" X 6" X 32" LONG INGOT WEIGHT: 48 LBS. PKGD WEIGHT: 105 LBS. (APPROX.) STRANDED COPPER WIRE ri----MAGNESIUM ALLOY INGOT ---GALVANIZED STEEL CORE CLOTH BAG -----PACKAGED BACKFILL COMPOSITION: 75% GYPSUM 20% BENTONITE CHEMICAL COMPOSITION (HIGH POTENTIAL) ELEMENT Aluminum Manganese Copper Nickle Iron Other Magnesium CONTENT % 0.010 0.50 TO 1.30 0.02 MAX 0.001 MAX 0.03 MAX 0.05 MAX BALANCE MAGNESIUM ANODE DETAIL SCALE: NO SCALE RCE __ REVIEWED BY: DA TE INITIAL DA TE tllTIAL REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL INSPECTOR CONCRETE TEST BOX, 7 SEE DETAIL,___.,.._._, BRASS SPLITBOLT (TYP) CONCRETE PAVEMENT OR PAD 24" SQ X 4" THICK IN UNPAVED AREAS ONLY NO. 4 REBAR (ALL FOUR SIDES OF PAD ONLY) 0.01 OHM SHUNT -------18" SLACK WI RE (TYP) ,'1'---AVERY LABEL NATIVE SOIL TO ANODES NOTE: TO CML&TC STEEL REC WATER LINE 1. SEE GENERAL CP NOTES "AS BUILT" EXP. __ _ WIRE A&B WIRE I.D. LEGEND SIZE 2 -NO 8 HMWPE LABEL IDENTIFICATION STL./CML&TC RW 2-WIRE TEST STATION WITH ANODES WIRING DIAGRAM DETAIL SCALE: NO SCALE ED CAST IRON COVER MARKED AS SHOWN 1-3/4" 3-1/4" 13-1/2" O.D. :; ~ .: ;_ 8-3/ 4" • , I.D. CONCRETE BODY 12" ,1 •• ) V ~ COVER WEIGHT: 12 LBS. BODY WEIGHT: 54 LBS. CONCRETE TEST BOX DETAIL ED SCALE: NO SCALE DATE DATE fsiml CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 ALGA ROAD, POINSETTIA LANE, & MELROSE DRIVE RECYCLED WATER TRANSMISSION MAIN CATHODIC PROTECTION DETAILS A~~ < ,;9/4,,!~ E. ~~~01 PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE DWN BY: PROJECT NO. DRA'MNG NO. CHKD BY: JMC RVWD BY: NPK 3887-B 405-8 C ~~ co G) 2.~ u, 0 co u, 00 TRAFFIC CONTROL NOTES (FOR SHEETS 19 TO 43) 1. WORK HOURS TO BE RESTRICTED TO 8:30 A.M. TO 3:30 P.M. UNLESS APPROVED OTHERWISE. 2. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN. 3. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE EXCAVATION BY 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 WILIL 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. 7. STRIPING WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL TIMING OPERATIONS SHALL BE COORDINATED WITH THE CITY OF CARLSBAD. DURING SIGNAL SHUTDOWN THE SIGNAL OPERATION WILL BE IN FLASHING RED MODE UNLIESS TOTAL SHUTDOWN IS REQUIRED. IF TOTAL SHUTDOWN IS REQUIRED, CONTRACTOR SHALL INSTALIL TEMPORARY R1 SIGNS ON EACH APPROACH FOR ALL-WAY STOP CONTROL. CONTRACT STREET DIVISION AT (760)434-2937 72 HOURS PRIOR TO COMMENCING WORK. 9. TRAFFIC SIGNAL LOOP DETECTORS WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF DAMAGED. UTILITIES INSTALLED WITHIN 100 L.F. OF A SIGNALILZED INTERSECTION SHALL BE INSTALLED BY TRENCHLESS METHODS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. 10. FLAGGERS SHALL BE EQUIPPED WITH A WHITE HARD HAT, AN ORANGE VEST, AND A C28 "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. AUL TRAmc CONTROL SHALL BE IN ACCORDANCE WITH THE CALTRANS MANUAL OF TRAmC CONTROL FOR CONSTRUCTION AND MAINTENANCE ZONES, LATEST EDITION. 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 SHAUL CALL NCTD AT (760)967-2828 AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK. 17. CHANGEABLE MESSAGE SIGNS SHAUL BE USED IN ADVANCE OF TRAFFIC CONTROL ON MAJOR AND PRIME ARTERIALS. 18. ALL TRAFFIC SIGNALS SHALL BE FULILY ACTUATED AT AUL TIMES. VIDEO DETECTION, IF NECESSARY, SHALL BE INSTALLIED FOR AUL SIGNALIZED INTERSECTIONS. SIGNAGE NOTES (FOR SHEETS 19 TO 43) 1. NOT LIESS THAN ONE PERSON SHALL BE ASSIGED TO FULIL TIME MAINTENANCE Of TRAFFIC CONTROL DEVICES ON ALL NIGHT LANE CLOSURES. 2. AUL WARNING SIGNS FOR NIGHT LANE CLOSURES SHAUL BE ILLUMINATED OR REFLIECTORIZED AS SPECIFIED IN THE SPECIFICATIONS. 3. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES OF ALL MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES. 4. A C13 "END CONSTRUCTION" OR C14 "END ROAD WORK" SIGN, AS APPROPRIATE, SHAUL 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. 15. FLASHING ARROW SIGNS SHALL BE EITHER TYPE I OR TYPE H. SILENT TYPE IN POPULATED AREAS. FLASHING ARROW SIGNS SHALL BE USED ON ALL STREETS THAT HAVE AN ADT OF 5000 OR MORE OR AT THE DIRECTION OF THE CITY ENGINEER. 7. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER SHALL BE APPROXIMATELY AS SHOWN IN TABLE 1 AND 50 FOOT MAXIMUM SPACING ON TANGENT. 8. ADDITIONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAFFIC QUEUES DEVELOP. FLAGGER STATION FOR WORK AT NIGHT SHALL BE ILLUMINATED AS NOTED IN SECTION 5-04.6 OF THE "MANUAL OF TRAFFIC CONTROLS". 9. PLACE C30 "LANE CLOSED" SIGN AT 500' -1000' INTERVALS THROUGHOUT EXTENDED WORK AREAS. 10. WHEN A PILOT CAR IS USED, PLACE C37 "TRAmc CONTROL-WAIT FOR PILOT CAR" SIGN. 11. ALL REQUIRED SIGNS THAT ARE TO BE LIEFT IN PLACE OVER THE WEEKEND OR HOLIDAY SHALL BE POST MOUNTED. 12. 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 CONES FOR CONES ALONG (M.P.H.} TAPER* TAPER (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 50+ 1000' 21 50 *BASED ON 12 FOOT WIDE LANE. THIS COLUMN IS ALSO APPROPRIATE FOR LANE WIDTHS LIESS THAN 12 FEET. SIGNS (FOR SHEETS 19 TO 43) iEND7 ~C7 END CONSTRUCTION C5(LT) C5(RT} C13 C18 C20(Lt) C20(RT}(2) C20(BIKE) CJO C30(BIKE) C20(RT} ~R16 ~R17 LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 " ~R34 ~"34-2 RIGHT TURN R41 ONLY mR96 11· l R61MOD KEEP --+ SR45 RIGHT i+oETOURI sc3 TABLE 2 APPROACH BETWEEN FROM LAST* SPEED SIGNS* SIGN TO TAPER (M.P.H.) 0 -25 200' 200' 30 -40 350' 350' 45 -50 500' 500' OVER 50 1000' 1000' *EXACT SPACING MAY VARY DUE TO PHYSICAL RESTRAINTS. WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN ANO: 1. THE CITY OF CARLSBAD SPECIAL PROVISIONS 2. CALIFORNIA DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS (JULY 1995) 3. CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS (JULY 1997} 4. CALIFORNIA DEPT. OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" (1996 ED.) 5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (1994 ED.) LEGEND (FOR SHEETS 19 TO 43) ITEM STANDARD DRAWING SYMBOL -EXISTING ROADSIDE SIGN . . . . . . . . • . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . ..o. PORTABLIE SIGN _ .................................................. _ .a. TYPE II BARRICADE _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ 1---4 TYPE II BARRICADE WITH SIGN _ ...................................... _ .-i PORTABLIE OELINEATOR _ .......................•..............•..... _ • DIRECTION OF TRAVEL ................................................ ◄•t-- FLASHING ARROW SIGN _ ............................................ _ ~ TRAFFIC SIGNAL ..................................•..•.............. ® WORK ZONE _ .................................................•.. -~ "AS BUILT" ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Rood, Poinsettia Lone, Melrose Drive Recycled Transmission Main: NOTES I.INS( 0 I I IAW& CREENSPAN San Diego, Co 92108 RCE __ _ EXP, ___ _ DATE APPRO~D_.,., • / <) /,_ WIU.IAM E. PLUMMER ~ Zc ~•••>Y2n h'l.R,al ENGINEERS (619)299-3090 (619)299-7041 (FX) LLG 3-026204.1 DWG. NOTES6204 4/28/03 Designed By: SMK Drown By: DVS Checked By: JPK REVIEWED BY: l----+--1----+------------+---+---+----;---, DA 1E INl'TIAL DA 1E INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPllON OTHER APPROVAL CllY APPROVAL INSPECTOR PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE DWN BY: PROJECT NO. DRAWING NO. DATE CHKD BY: SMK 3887-8 405-8 RV\'IO BY: SMK C ~~ COG) 0 -.a::. (,11 0 00 (JI I 0) I i ESTRELLA DE MAR .. .. MATCH L\NEFT SEE LOWER LE 500' 350' 400' 500' 500' I I I l=Ef~W_c-;·:~l-. ~~-= ... -.=·:-.=.:-.= •. =:=:= ... "'.• .. = .. ""'."":..:=·:.=·:""·.:""::=.:·:-= ... ~ .... -= ..... -.. = .. -.. = ..• -.=. -.=--···=··--=!-: .-.. -... -.... -.-.... -... : .... -.=···=···=·-=-·====c==I-· = .~ C20~~T) .... ..... ___ .. ~ ~.~ S ~ ............. ....••...•. ., ······················ t·················· ····•··•··················t ,. NOTES THIS SHEET ·•-··{ I. I .~- 1 11 I I 11 l t·· I 11 I I ,_ • ...... -r. ........ ·.. ... ... . ....... ·· ·..... · ....... t ·. ·· .. . ~C20(LT) ~C18 ... """""•<''-'S•h,-"•••-•••<>d•-• •-•~•YS•••-C • • • 500' s: 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, ENGINEER QF WORK / l/h1!?-- R.C.E. 61311 ATE PIPELINE CONSTRUCTION WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ f 0 z ~ II • 500' ~ II • ~ 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN TRAFFIC CONTROL DESIGN SPEED ON EL CAMINO REAL = 55 MPH SPEED ON ALGA ROAD= 50 MPH NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 LlQJ cir1NG~!iNG~E~f~~BAD ~ Traffic Control Plans for Alga Road, Poinsettia Lone, Melrose Drive Recycled Transmission Main: IT) DELINEATORS SHALL BE PLACED AT 50' INTERVALS. m DELINEATORS SHALL BE PLACED AT 25' INTERVALS. [Ij DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. (±] DELINEATORS SHALL BE PLACED AT 40' INTERVALS. I 11\ '>( 0 I I LA\'\' & CREENSl'AN LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 "AS BUILT" STAGE 1 / 1---t--1----+------------lf--+--+--f---l ·•uJ<r,,-,, ----------~YEP,,/. --/ /;} / WILLIAM E. PLUMMER ENGINEERS LLG 3-026204.1 San Diego, Ca 92108 (619)299-3090 DWG. TCSTG1 -6204A Designed By: SMK Drown By: OVS (619)299-7041 (FX) 4/28/03 Checked El)/: JPK RCE __ _ ~::-:::--+-:::::::::--1---+------------+-----+-----+-~~--I REVIEWED BY: DA 1E INITIAL DA 1E INITIAL DA 1E INITIAL ENGINEER Of' \\\'.lRK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL INSPECTOR EXP. ___ _ DATE DATE ~ffe4!'!1:h. 7t'. ·~4ffl:n•Y\ P~t?-41 PE 28176 EXP: 3-31.:'.os DEPUTY CITY ENGINEER DATE WN BY: CHKD BY: RVV.O BY: SMK SMK PROJECT NO. DRAWING NO. 3887-B 405-8 C I\) :E OG') 0 ..... CJ'I 00 .,:. 0 01 I 00 -! ·---·-~==---.,... ,, c-"Ju,c .. :;"2.. __ ······················-····· .. ....... ................. ................... __ '(>'_·===o=···-:c:··==··::::·=·==· ·"·= =·=••·==· c.='=·=···=··===·· =·=·=··-"'C13======·"'==T================== .... ········=····===--.. -........ -..................... ······················· ···························-·-·--. . -·· . . . ..... . . . .. .. .. -. . ... . -·. . ., . ········-·--··········-····························· 0.... ····-·-···-···-·--·-··-·········--··-··-·· 0 -················· ........ · .... ~ --~ .. ----· .. -. () .... ---.. •-•·---'"·--"·-··--.. ,.,_. __ ~,, .... _, ______ _,_,, _____ ·---()-"()" ---,-"' ----------·····-.... -.,-.. --...... ---· -.---.---· ........... • It 0 .. • .. ·-·--l.&J ~ .-.. -4 ------Ji, I ""' .. ~----== ----4---~~~~~--="•---:·--------=._-_-_-_-------1ic1Y::==--=-=-=-=-==========================~;--···• 5 i __________________________ ·-_·-··_····_--_·····_·····_··-_R-A_ts_:E_o MffilAN---· -·--··-... --··------·-·---· ·_::_:::::;-jilc1 ~. -== ..... _ ..... -.. =· . _ --· ::::--:-:·---l3 ~ .. .. .. I ------ ... '"' . """·~··""' ··~· -""" ____ ., __ ,_ ___ ,, __ .,,,, .... ,.,. ···-~···~··'"""""===•·='•'·'""·'"·''· ·-...... -··-.. ······· ..... ~ ... •-••--••=• . ___ : ······---·· ------······ .. ... . ... ::·: ····· -··-····--... .... t·:--·---. . ;.:F~;,~ •·§gr.:~ -•-i ~ \", 1 / . -Ci : ClO(~KE) , _____ ....r ... -·--·--· . ------· .. -.. ·--------·-·-... -----·-···-·-.... ·-···-·----. ----··--87-5' -~A-PE~------·· -- \ 1000' I 100 / Iii J I I' t I II I I ,.. ······~ %'"" '""' -~----,., ----____ ···-_····--··--··-·---·· ··---____ ----. ---· ···----·=.:=-· ____ -· =-1::>~+-::.' 7' j :-~/\> . I 100' TANGENT I I ! DOVE LANE -----------------• CD = .. • ------------·-----1--------------.. ~-·--·- --------____ -------------------------=----·-------,-----~ C1;"~ .i--·-· __ -~IA!~ED_M_E_D_!A_.N ______________ -+----------J...~ ,-····- .. R/W 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 ,s 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, ,s ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK l:i~ R.C.E. 61311 a .. -AVIARA PARKWAY NOTES THIS SHEET .. .. PIPELINE CONSTRUCTION WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ l!illr":.:::.:··-=··========= ---=--=-=3: .. :::..-----====::.:-· -===:;~:;. 7w , ~ 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON EL CAMINO REAL = 55 MPH TRAFFIC CONTROL DESIGN SPEED ON AVIARA PARKWAY = 40 MPH NOTE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Road, Poinsettia Lane, r-----------------------,-------,-----,---,--,-----------.---,---,--r--,----------------l Melrose Drive Recycled Transmission Main: OJ DELINEATORS SHALL BE PLACED AT 50' INTERVALS. I}) DELINEATORS SHALL BE PLACED AT 25' INTERVALS. FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" I IN',( 0 I I IAVII & ( ,RH:N',l'Ar-.. LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 921 08 ENGINEER 5 (619)299-3090 (619)299-7041 (FX) LLG 3-026204.1 OWG. TCSTG 1 -6204B 4/28/03 Designed By: SMK Drawn By: DVS Checked By: JPK STAGE 1 RCE __ EXP, __ _ DATE APPR~7/. ::-L ✓---J/. WILLIAM E. PLUMMER /4/~ µ. ~-, .... ,..,< M-;/P•a] PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DA TE t-:-::--+---+--+------------!----1---1----1-----1 REVIEWED BY: DA TE INITIAL ENGINEER OF \\ORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL 01\iER APPROVAL CITY APPROVAL INSPECTOR DATE DWN BY: PROJECT NO. DRAWING NO. ~~ ~~: ~~~ 3887-B 405-8 C N :e -ti. G') 0 -(J'I 00 .a::. 0 CJ1 I 00 600' TAPER .. 0 ····-----'-•-· R/W -=---~~ "\ NOTES THIS SHEET OJ DEUNEATORS SHALL BE PLACED AT 50' INTERVALS. 0 DEUNEATORS SHALL BE PLACED AT 25' INTERVALS. 0 DEUNEATORS SHALL BE PLACED AT 1 O' INTERVALS. .. MATCH LINEfi C SEE LOWER LE , I 500' ENGINEER OF WORK : 500· PIPELINE CONSTRUCTION WORK HOURS WORK DATES 8:30 ~ TO J:30 PM ____ TO ___ _ 600' TAPER ~ II • ,.... R/W ~ 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON EL CAMINO REAL = 55 MPH TRAFFIC CONTROL DESIGN SPEED ON ALGA ROAD = 50 MPH NOTE ~ (/& ~- S:<\ULM.~NE R.C.E. 61311 FOR TRAFFIC CONTROL GENtRJld.. NOTES AND SIGNS SEE SHEET 1-9 ~ cir1NG1~!NG~Ei~™~BAD ~ Traffic Control Plans for Algo Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: I IN',( 011 IAVV"' CREEN",l'AN LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 ENC IN EE RS (619)299-3090 (619)299-7041 (FX) LLG 3-026204. 1 DWG. TCSTG2-6204A 4/28/03 Designed By: SMK Drawn By: DVS Checked By: JPK "AS BUILT" STAGE 2 RCE___ EXP. ___ _ DATE AP~RJ¥D-,,~~ . ✓ C?f WILLIAM E. PLUMMER ~ I' I ~'111!1,"k ~r}~•/JJ PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE 1--:::-:--=-+--,:--:::,,,--f---+------------+---l---+--~f----l REVIEWED BY: DA IE IN111AL ENGINEER Of WRK REVISION DESCRIPTION DA IE INl11AL DA IE INl11AL OTHER APPROVAL CITY APPROVAL INSPECTOR DATE DWN BY: PROJECT NO. DRAWING NO. 2~~ ~~~ ~~~ 3887-B 405-8 .,:. C c.,, I 0C ' ' I I I I DOVE LANE ~ I -• N ~ ------------------ -------------·· -·-=A-v1±·-_P-_A_R_K_w_-_A_v__ .·=-----====--------~-~:1 -=-------_-_:_-_-___ ---==-=.:::---..:._-----=---------=======-=-------·--m-J __ R/W • • C18~ . ,------ 1 .. .•. I -- 1 ----11► --: -=► : ... " l """.. ,,,,,, ,[I] """"""""" ' : C30[ --" -R17 [ -----J:r ~ i. -----------------·-··· I ------_::_--__::--: ·::._::., ______ ..=:=t:._·::_________ J : ______ 12.1 i .-i;:·:.·---......... ___ 12' MIN:____ • ~m -··· .r ···· . -- C18~ -------. __ C::20(kT)l!i... ---· --------g2o(&f$______ .... ------------------------------r-----------··--------------------....:::.~=-~J 3-: . -----<C F</W : 350' : 350' : 320' TAPER =-T: .... ---_:;:: i;)~;-::iE 1 I 350' 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. ENGINEER OF WORK /ti'M.1uA~ R.C.E. 61311 I IN',( () I I LAV\! & ( ,Rl:l:N',l'AN NOTES THIS SHEET [I) DELINEATORS SHALL BE PLACED AT 40' INTERVALS. (I] DELINEATORS SHALL BE PLACED AT 25' INTERVALS. LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 PIPELINE CONSTRUCTION WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ ~ 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON EL CAMINO REAL = 50 MPH TRAFFIC CONTROL DESIGN SPEED ON AVIARA PARKWAY = 40 MPH NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP ___ _ DATE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmis!ion Main: STAGE 2 APPRQlfD,..,,. • ./ ✓,--y WILLIAM E. PLUMMER ~,,,._ 1-, ~tt:!'.t,o u,,Ja, tal PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE ENGINEERS (619)299-3090 (619)299-7041 (FX) t-:-:=--+-=:-:-:-+---+------------1---+----+----l-----a REVIEWED BY: DATE INlllAL DATE INITIAL DA TE INITIAL OWN BY: __.,_..,__ PROJECT NO. DRAWll'IG NO. ~~ &~ ~~~ 3887-B 405-8 LLG 3-026204.1 0WG. TCSTG2-6204B 4/28/03 Designed By: SMK Drawn By: DVS Checked By: JPK ENGINEER OF \\ORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL INSPECTOR DATE C "-> :E (..) C) 0 ..... c.n 00 .c=.. 0 0, I 00 500' 500' ALGA ROAD . ., ,. "······-· ·----•·-~ ----~-"" .. ~.----............. ,. __ , __ ..• --.. --,, --·----~------.··~· .. , .. .-.. -•-··-···· ,,. -~------~- ' l . [II -.~-···--~-~gt~ . ~~ ;?;; . ~-. --__ :_-···_·--_·· ~==---=-:::·• =:::·:=:·:=~·· ::-c::-: .:'.: .. : :::·,·,,,:"",,,•=·',,,.·,,,,······"'-. ·,,··., ... ""'=·-+---·-----·-jC~-3~,: , . . ........ --. --·····•···· . . •· r-·:--·-· .. , -_ ·'_-~, ''~':'"'' '"··--·-t=:''"=•-·=':--.... -~~'· ·.-"' ,_ ••.• _,.~_. ~ :=·-==·~~.·~·····_. ····_·_ ~.:::; ... :: ~ =~=~~-.·~-;1\..-=~ =={t;:;=::=:_=.,= ..... = .. _=_ .= .• '_::=. ===-··_::•=~:;w .. NOTES THIS SHEET IJJ DELINEATORS SHALL BE PLACED AT 50' INTERVALS. [I} DELINEATORS SHALL BE PLACED AT 25' INTERVALS. l}J DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. 500' I 'I \1 QJ ~. \·. ·. 30C30,..... J1\\ CJO \\~, \ \ .". 1t<,; .. MATCH LINEFi C SEE LOWER LE I I r,., ',( O I I LA\,V & CRl:1:N'>PAN LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 921 08 ENGINEERS (619)299-3090 (619)299-7041 (FX) LLG 3-026204.1 DWG. TCSTG3-6204A 4/28/03 Designed By: StJK Drawn By: DVS Checked By: JPK TRAFFIC CONTROL DESIGN SPEED ON EL CAMINO REAL = 55 MPH TRAFFIC CONTROL DESIGN SPEED ON ALGA ROAD = 50 MPH ~ 0 z ~ II • RCE __ _ REVIEWED BY: t-D-A-:::TE-+---:IN_lll_AL--+--+------------+-0-A-TE--+-,N-lll-Al-+--D-ATE-...-INI-TIA--ll ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL OTY APPROVAL INSPECTOR "AS BUILT" EXP, ___ _ PIPELINE CONSTRUCTION WORK HOURS WORK DATES 9:00 PM TO s:oo AM • ____ TO ___ _ DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I At.A 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. DATE DATE NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 ~ 40 0 40 60 80 100 [Siim7 Ll±J CITY OF CARLSBAD ENGINEERING DEPARTMENT ~ ~ Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE 3 APPROVE~/__ _ ./ ~ WILLIAM E. PLUMMER #4,,u,,gtlf'J,, Z.. ~...,.,......., ?d'lt2·47 PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: SMK RVWD BY: SMK 3887-B 405-8 C I\) :e .1:1,. G') a (J'I 00 .s:=. 0 U1 I 00 100' ' TANGEN: I I I I DOVE LANE • • • eoo· TAPER . AVIARA PARKWAY R/W ·-====-_-_-_-_-_-__ -_. ~-:13 ~=-=-=-·=-·=--=-=····=-··=-· .. =-=·=·-.. =---=···--=----· ===-=========--=-=====~=-~~ 1 m I: .. ------------· · ------·---· · --RA-1-SE--.D-MED::···-· 1~=--=~~:·:----~: __ · · ___ .. _····--=-=---~ ·-------◄ c 13 ~-::,..,.:::: .... ::::"_.=.,--:::: ........ =:. ====_=:;.;:= ... = .. ===_=_==_ === .. = ... = ...... = .... = ... = ... = .... ==--=•=== ~ ! .. __ . __ C30(BIKE)► i----~· ____________ ------·· I I .. ·:: ... ~: ...... =:---RjW \. ~ 350, , \ \;::~~so,,__· ______ _..,, 1:--,-------~r3-=-so:c...· _________ r-l--------------=3=-20:c...·_T:.:.,:A::...:PE=-R-=----------------.. I • NOTES THIS SHEET DJ DELINEATORS SHALL BE PLACED AT 50' INTERVALS. [fil DELINEATORS SHALL BE PLACED AT 25' INTERVALS. [Ij DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. [Ij DELINEATORS SHALL BE PLACED AT 40' INTERVALS. 700' • • I IN<,( O I I IA\\/,, CREEN',l'AI\ LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 ENGINEERS (619)299-3090 (619)299-7041 (FX) LLG 3-026204. 1 DWG. TCSTG3-62048 4/28/03 Designed By: SMK Drawn By: DVS Checked By: JPK 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. ENGINEER OF WORK ~~ R.C.E. 61311 PIPELINE CONSTRUCTION WORK HOURS 9:00 PM TO ~:00 AM WORK DATES ____ TO ___ _ ~ 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON EL CAMINO REAL = 55 MPH TRAFFIC CONTROL DESIGN SPEED ON AVIARA PARKWAY = 40 MPH NOTE FOR TRAmc CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP. __ _ DATE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Rood, Poinsettia Lone, Melrose Drive Recycled Transmission Main: STAGE 3 A~ f ~ WILLIAM E. PLUMMER Af. . w~ <4 -'1.t? •41 PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE l--::~+=+--t-----------1---+---l---l------l REVIEWED BY: DA TI: INITIAL DA TI: INITIAL DA TI: INITIAL D'M'-J BY: PROJECT NO. DRAWING NO. 405-8 REVISION DESCRIPTION ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL INSPECTOR DATE CHKD BY: SMK RVWD BY: SMK 3887-8 C N :E u, G) 0 -.s:i. uio 00 0, I 0) S \ \ \ \-_ \ ' I _, \ ' \\ \\ ·;:· ~ II • ~'\ \\\~ ln , , 1 \1 ... ol I i '1 ;;_ ~-• \ I I \ '- RJ:li ---1/ ~ \~ \l 30 ~\ \ \ ~ ~: ______________________ _.!,5~0~0_' ------------------------..ll ___ __j\;5~0~0!_' ---1 a \ -::::,,.,,--,....,..--__ ,.___. -I.LL --_.:__-_-_-_ r } _____ ·---------··· ________ --::_------·· .. ···· ···--~---------. {c?O(\.T}_ ___ a_· ~(~- .. 0 -.................... ==.:==:::: --- ~ R/W SCALE: 1 •.40• _B.f.VJ _____ _ .. NOTES THIS SHEET ! t ESTRELLA DE MAR s. DJ DELINEATORS SHALL BE PLACED AT 50' INTERVALS. II] DELINEATORS SHALL BE PLACED AT 25' INTERVALS. [}] DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. 500' .. .. .. I IN',( 0 I I LAl,,V & (,l{EENSl'AN ENGINEERS LI.G 3-026204. 1 700' 1000' TAPER LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 31 0 San Diego, Ca 92108 (619)299-3090 (619)299-7041 (FX) OWG. TCSTG4-6204A 4/26/0J Designed By: SMK Drawn By: DVS Checked By: JPK . -1000' .. .. f 0 z ··-·-----~··"·"· ----··-·---R/W PIPELINE CONSTRUCTION WORK HOURS WORK DATES 9:30 AM TO 2:30 PM ____ TO ___ _ 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. ENGINEER OF WORK SAULM. KANE R.C.E. 61311 rt NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 =-" 40 0 40 60 80 100 CITY OF CARLSBAD TRAFFIC -CONTROL DESIGN SPEED ON EL CAMINO REAL = 55 MPH TRAFFIC CONTROL DESIGN SPEED ON ALGA ROAD = 50 MPH ~ L±.§J ENGINEERING DEPARTMENT Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: "AS BUILT" STAGE 4 RCE __ _ EXP. ___ _ DATE APPRO~..,~ / :::::2/. WILLIAM E. PLUMMER M)',ffi~ ~ 1 ~ 14-;10•Al PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DA TE l--;=-+-::::::::-:--t---+------------+---,-=--+-=c+-~l---1 REVIEWED BY: DA TE INITIAL DA TE INITIAL DA TE INITIAL REVISION DESCRIPTION ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL INSPECTOR DATE DWN BY: PROJECT NO. DRAWING NO. ~:s ~~: g~~ 3887-8 405-8 C N:e a, G") 0 -(JI 00 .,::. 0 (J1 I 00 , , / ' I I DOVE LANE C18~ --- NOTES THIS SHEET OJ DELINEATORS SHALL BE PLACED AT 50' INTERVALS. [Ij DELINEATORS SHALL BE PLACED AT 25' INTERVALS. [}] DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. 8J DELINEATORS SHALL BE PLACED AT 40' INTERVALS. ...... ,.._ o I .. I IN',( 011 IAW & C,l{~~N'-,l'AI\. ... LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 ENGINEERS (619)299-J090 (619)299-7041 (FX) LLG 3-026204. 1 DWG. TCSTG4-62048 4/28/03 Designed By: SMK Drown By: DVS Checked By: JPK 0 ll t:: 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. ••• ••••• -••••------.•-•-•-•~••••-•~--•-•-"M'"' ' . "" ·•-•-s--.>~•-·---····-··-""""'"""'"-"'--"-·"· -·· ...... ""'-•~-----· -···- () o, -•-Mm • --N "'"•-•• ,._ •• •--•-><•----• --• •"••'"-'"""" "'"•--s• •-- r ·· ---"-••-.. _, I . a:, R PIPELINE CONSTRUCTION WORK HOURS 9:JO AM TO 2:JO PM WORK DATES ____ TO ___ _ ~~ 40 0 40 60 80 100 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. ENGINEER OF WORK TRAFFIC CONTROL DESIGN SPEED ON EL CAMINO REAL = 55 MPH TRAFFIC CONTROL DESIGN SPEED ON AVIARA PARKWAY = 40 MPH ~~✓~· MJLM~Nt R.C.E. 61311 NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" <tlifi,Af/t---+--+--+------------+--+---+---+----l ---------RCE __ _ EXP. __ _ DATE , IV F C1' t-::-:-cc--+---::-c-+--+------------+--+----1---+----1 REVIEWED BY: DA 1E INITIAL DA 1E INITIAL DA 1E INITIAL ENGINEER Of 'MlRK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL INSPECTOR DATE ~ CITY OF CARLSBAD I SHEETS I l±ZJ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE 4 APPRO~D. • /0 WILLIAM E. PLUMMER ~4n <, ~S,,fH< lfl'l4?•9l PE 28176 EXP: 3-31-06 DEPUTY OTY ENGINEER DA TE OWN BY: --"lL.L.-PROJECT NO. DRAWING NO. 2~ ~~: ~~~ 3887-8 405-8 C N~ ...... C') g, (11 00 .,::.. 0 u, I 00 R/W ___ _ 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. ENGINEER OF WORK M~K~ R.C.E. 61311 I IN",( 0 I I LA\V & (,RU:NSl'AN NOTES THIS SHEET OJ DELINEATORS SHALL BE PLACED AT 50' INTERVALS. []J DELINEATORS SHALL BE PLACED AT 25' INTERVALS. [}] DELINEATORS SHALf BE ,PLACED AT 10' INTERVALS. LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 31 0 San Diego, Ca 92108 PIPELINE CONSTRUCTION WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ I I • R/W ~~-40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON EL CAMINO REAL = 55 MPH TRAFFIC CONTROL DESIGN SPEED ON ALGA ROAD = 50 MPH NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP. __ _ DATE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE 5 APPRO~D • / 01'. WILLIAM E. PLUMMER .-:M'Q~• 'C, ~ , ,.,.........,_,, <,::, --;J,e •4 J PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE ENGINEERS (619)299-3090 (619)299-7041 (FX) DWN BY: PROJECT NO. DRAWING NO. CHKD BY: St,tK 3887 8 AQ5-8 l-:::-=--+=-:-:-t--+------------+--+--+----1----1 REVIEWED BY: DA lE INITIAL DA TE INITIAL DA lE INITIAL LLG 3-026204.1 DWG. TCSTG5-620+A 4/28/03 RVWD BY: SMK --r Designed By: SMK Drawn By: DVS Checked By: JPK REVISION DESCRIPTION ENGINEER Of WORK OlriER APPROVAL CITY APPROVAL INSPECTOR DATE C N~ 00 G) 0 .i:. 0 (JI -u, 00 I 00 RlJf ____ . ____ . !e.-...... ,.--=,-.,,-__,,, r· --I ---I , '"' ----0 ___ .,.1 _~ [~__,-'--'---1_·r'._l_···1 _IJ~_:r_. __ r_1··1_·l_TT=_=:::=Jlli---J""::::;::_ :1 -_;::::::;,:~·~'---'---'=_=;:::1.J= __ '--'-_=~-=~~:. =-··==r:_1 -,=·r=r =r::-::--·._-----=, r __ ---~----lr ......... 1-1_1-·r_r_-~;-L[fi . ··-------··· -· - • • 0 • : • -------;·· . / 01 t··· ·-• -.--3~ ----------)), --.. "I ..... --1--·61~---~=~=----·-· ---·-·-------·-~=------~ ---------·-------·-=-===:~;F~;:=~~~r~~:~:~~:~:~~~=~~~ 1/) ---. .. ---~i i r ... I I 1 I --------------------------------~~~===--. . ... . ... -··cio(LT) r... RA1Sf:t}-·Mf"t)l;I\N=··-··_···_--··_···_···_---_-···_--_--_·_--_·--·_---_--·-___________ --I --@.. . . £30 ~ ~ I ! I I I DOVE LANE • • • i. ::E • I . T ~~---~-~·---~-~-·-" ·=-·-~---= ··-~----------~-.. ~ -----.-~~~--~--~-;;;:. __ ;:: ___ ;:;;;;;;;:;;;;:;;;;;:;;;;;;;:;:;:;:~;:;;;;;:;;;;;:;;;;;:;;;;;:;;;;;:;;;;;:;;;;;:;;;;~~;::-_ _._;:: ... ;::. ;::_ ;:;:;:::;:;;:;:;:::;.;::::=::~~~-=--·=-----:;;: .. -----·----------------• ----------·---------R/W ' . --AVIARA PARKWAY ---..... • -. - ~ I ... • N ~ • -----------------------·----=± __ ......... ______ ,_____ 110 --+-..=-.-=-------_--__ -_-_-_:-_----· ------·-----------------··-------·------------·-------------------------.-------------~C13 ~--~ II_ ____ ~8 C18l • . __________ ?20(L~~----------~:.: __ C20(LT);~---------~~ISE:D.-~:~)lll~N--=-1:-==~i~-~~====~:===-:::;;::-=~====:-=:=.:-__ ~.-:;0-4;--~~--=~--=⇒:-_:~--=~--~~~:~-=-=-=-=-=-::-t-l-,3---1-;:; OPENING =? ··-ccm=1~-~30[ --••-· --. ~: • • I _··_-=..-_-_-_-_-:-__ -_-_--=-:;;~:;-:;,;,..,ii~=============-----·------· --.----_ '--_-_-+.~-----_·-------------------~--_ -_ --~---=t=-------····_·-=======-.----=-· ···_· -_--··_· ---_--_,_··_-_-··· ____________ -----=-====-·=·-: .. :~: ..... ____ 11lr!lil"'•·---0--12' MIN. __ _, < C1;~,!..-:--_-•_·_.--_ ~------_ --'l,:3~5~o,_• -----·-c2_o_(L_r)__.p,..\ _>--fC_1_w_ -_--_-_--_---:::_-_ --'\· r·3~5o~•-----· ·::-_C2-0-(L_J) .. -~t"'1_· _-____ ------~~3~5-=-0:_· .. _-_-__ -_---_· -~----_-__,:i--_--_-·-_---_ --~------~~--_-__ ......:::3:::::.:20=-'....:t:'A:P-ER:'-----_-·====-._ -----~~-----:-! -----=~--::-:-.. ~----=-=-=-~::---~~ ~ -----· =-~ ~-=-=-~~--R/vr ::E 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. ENGINEER OF WORK ~111/1,-. NE R.C.E. 61311 Jt NOTES THIS SHEET PIPELINE CONSTRUCTION WORK HOURS 8:30 NA TO 3:30 PM WORK DATES ____ TO ___ _ ~-' -40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON EL CAMINO REAL = 55 MPH TRAFFIC CONTROL DESIGN SPEED ON AVIARA PARKWAY = 40 MPH NOTE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 OJ DELINEATORS SHALL BE PLACED AT 50' INTERVALS. [Ij DELINEATORS SHALL BE PLACED AT 25' INTERVALS. ll] DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. [Ij DELINEATORS . SHALL BE PLACED AT -40' INTERVALS. Traffic Control Plans for Alga Road, Poinsettia Lane, 1 -----------------------,-------;------r---,---;-----------.---""T""--,-----,--,----------------l Melrose Drive Recycled Transmission Main: FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" STAGE 5 I IN',( 011 LAW & (,Rl:1:N',l'AN LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 ENGINEERS {619)299-3090 (619)299-7041 (FX) LLG 3-026204.1 rYWG. TCSTG5-6204B 4/28/03 Designed By: SMK Drawn By: DVS Checked By: JPK RCE __ _ EXP ___ _ DATE APPRO~% ~ ✓ ?/ ~LLIAM E. PLUMMER <~ ( ✓ c:u~ (4 ~,~,l?,J PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE t-:::--=-+=:-+--t-----------f---:--=-+,,-,,---+.-,-+---l REVIEWED BY: DA 1E INl11Al DA 1E INl11AL DA 1E INl11AL REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL INSPECTOR DATE OWN BY: PROJECT NO. DRAWING NO. ~~ ~~: ~~~ 3887-B 405-8 C N:e (0 G') 0 -(1t 00 .,l::ii. 0 U'I I 00 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. ENGINEER OF WORK ~~kl~ SULM. KE" R.C.E. 61311 rt: I IN',( 0 II IAW& CRl:l:NSl'AN NOTES THIS SHEET OJ DELINEATORS SHALL BE PLACED AT 50' INTERVALS. [Ij DELINEATORS SHALL BE PLACED AT 25' INTERVALS. (II DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 C13 PIPELINE: CONSTRUCTION WORK HOURS 8:30 AM TO 3:30 PM WORK OATES ____ TO ___ _ ~--40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON ALGA ROAD = 50 MPH NOTE FOR TRAFFlC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP. ___ _ DATE LlQJ CIT1NGl~!NG~E~~rl~BAD ~ Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE 5 APPRO~ • ,!' ~ WILLIAM E. PLUMMER 44/~ < ·#-1,,,. ..... ,____ (iz~.Jt?,aJ PE 28176 XP: 3-31-66 DEPUTY CITY ENGINEER DATE ENGINEER 5 (619)299-3090 (619)299-7041 (FX) t--:=-+-:-c::~f---+------------1---l---1-----l---J REVIEWED BY: DA lE INlllAL OAlE INlllAL DA lE INlllAL OWN BY: CHKD BY: SMK PROJECT NO. 3887-B DRAWING NO. 405-8 LLG 3-026204.1 DWG. TCSTG5-6204C 4/28/03 ENQNEER OF WORK REVISION DESCRIPllON OlHER APPROVAL DATE RVWD BY: $MK Designed By: SMK Drawn By: DVS Checked By: JPK CITY APPROVAL INSPECTOR C w:E OC') 0 -(J1 00 .,:., 0 CJ1 I 00 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. I II\.',( O 11 LAW & · ( ;Rl:1:N 'il'AN NOTES THIS SHEET OJ DELINEATORS SHALL BE PLACED AT 50' INTERVALS. [Ij DELINEATORS SHALL BE PLACED AT 25' INTERVALS. [Ij DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 PIPtLINt CONSTRUCTION WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ ~ 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON ALGA ROAD = 50 MPH NOTE FOR TRAFFIC CONTROL GENERAL NOTES ANO SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP. ___ _ DATE ~ CITY OF CARLSBAD ~ ~ ENGINEERING DEPARTMENT ~ Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE 6 APPRO~D/4, -../ c->-< WILLIAM E. PLUMMER .cWdv.. l" < ~tr., .... , 14..-u,~,a1 PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE ENGINEERS (619)299-3090 (619)299-7041 (FX) DA lE INITlAL t-:=-t-::::;-::--t---+------------+---1----1---1>----l REVIEWED BY: DA lE INITlAI. DA lE INITlAL OWN BY: PROJECT NO. DRAWING NO. ~~ ~~; ~~~ 3887-B 405-8 LLG 3-026204. 1 DWG. TCSTG6-6204A 4/28/03 Designed By: SMK Drown By: DVS Checked By: JPK REVISION DESCRIPTION ENGINEER Of WORK OlHER APPROVAL CITY APPROVAL INSPECTOR DATE C t.-)~ -G') s. ,I:. CJ'I 0 00 CJ1 I 00 --::-= -R/W 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. ENGINEER OF WORK llt t?Ji !£~ SAULM. KANE R.C.E. 61311 1000' TAPER 150' TANGENT --1..J-.. I IN',( O I I IAW & CRl:1:NSl'AN ----- I ~---------·--·-----··----""'"-==,,co,:,_._, ____ ,_,,~.' ~:::::::i.' i i 1----------------····-··---.,. NOTES THIS SHEET OJ DELINEATORS SHALL BE PLACED AT 50' INTERVALS. 0 DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. 0 CONTRACTOR TO MAINTAIN LOCAL ACCESS DURING CONSTRUCTION. LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 921 08 I I I PIPELINE CONSTRUCTION . I I WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ ... ... ~ • ,,_< 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE = 55 MPH NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP. ___ _ DATE ~ CITY OF CARLSBAD I SHEETS I L_Rj ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE 7 APPROVED _ -< /7/ WILLIAM E. PLUf.AMER -<ttJp',UA,w. i". ~~,. 1,ff::) /4 ::le~.a:t ENGINEERS (619)299-3090 (619)299-7041 (FX) r'.=-t--::-:::::-:--t---t------------+--+---1---1----1 REVIEWED BY: DA TE INITIAL DA lE INITIAL DAlE INITIAL PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE DWN BY: ---""""'--PROJECT NO. DRAWING NO. LLG 3-026204.1 DWG. TCSTG7-6204A 4/28/03 Designed By: SMK Drawn By: DYS Checked By: JPK ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL INSPECTOR DATE ~~ ~~ ~~~ 3887-B 405-8 C (,,)~ l\lG') 0 -0, 00 .s::. 0 01 I 00 1000' TAPER DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I NA 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. ENGINEER OF WORK sbc{~Af· R.C.E. 61311 1000' 1000· 1000' • MELROSE DRIVE ··· • • • • I IN',( 011 LAW & ( ,RttN',l'AN LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 31 0 San Diego, Ca 92108 ENGINEER 5 (619)299-3090 (619)299-7041 (FX) LLG 3-026204. 1 DWG. TCSTG?-62048 4/28/03 Designed By: SMK Drown By: DVS Checked By: JPK ·---·--··-------·------------------------------------1 ~ 40 0 40 60 80 100 PIPELINE CONSTRUCTION TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE = 55 MPH WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RC[ __ _ EXP. ___ _ DATE DA lE INITIAL r.=-+-:::::::::--1---+------------+----.J-----l----if----i REVIEWED BY: DATE INITIAL DAlE INITIAL ENGNEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL INSPECTOR DATE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE 7 APPRO~D-,,/._ • ~ <?'.'.: WILLIAM E. PLUMMER 4<()'~ < ~''4 ,, ... 1.::::::: 4,.,-312, 41 PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DA TE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: SMK 3887-B 405-8 RVWD BY: SMK C w~ w G') s. (J'I 00 .s:i. 0 CJ1 I 0) R/W .. .. R/W .. .. 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. ENGINEER OF WORK ~!Jh~, Jue~~ R.C.E. 61311 ------·--·-------------------------- ··-··-····-··•··· ------------------------······· .. ·····----------------·----.. --MELROSE omve--.. .. I .. r- 1 .. ~- I .. -+------------------- ·------C-18~~·- --•----0~'""" • 4k•••---•~---------- LIN'>( 0 I I LAW & CR~ENSl'AN I I LINSCOTT, LAW &: GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 31 O San Diego, Ca 92108 ENGINEERS (619)299-3090 (619)299-7041 (FX) LLG 3-026204.1 0WG. TCSTGBA-6204A 4/28/0J Designed By: SMK Drawn By: DVS Checked By: JPK ·---◄--t-- -~-lllS_E~-M~DI.A __ N __________ ~_C20(L1? 1--------------·-----~----_ ---':··□=···=· "'---::__,_··_-_=--___ J:L=-·::.:-:.LJ_--_-_· 1000' -•• : --- 1 -··- -•--I ·--+--------- ______ -__ C20(Ll) Fi-- I I PIPELINE CONSTRUCTION WORK HOURS 1!:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ .. .. 1000' ~ 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE • 55 MPH NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP. ___ _ DATE ~ CITY OF CARLSBAD I Sf!EETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Raad, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE SA APPROvt:D., / • ~ ✓.--) / WILLIAM E. PLUMMER 44'Ja'u,t1e 'S: ~•nr•-:h-6-:Jt?•a.j' t,~--t-;;;;;:;;--t---+------------f--:-:c=--f-:c:::-:-:-+-:-:-,-if---1 REVIEWED BY: DA 1E INITIAL DA TE INITIAL DA 1E INITIAL PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE DM-1 BY: ----'LI"'--PROJECT NO. DRAWING NO. REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL INSPECTOR DATE 2~ ~i ~tm 3887-B 405-8 C ~== 0 G') -CJ'I 00 .,::.. 0 u, I 00 (')'"0 0~ ~rn rno 200' TANGENT ------ I I I ------r·-~·- -1.-· ~-··------' ---- . RJ~ .. ---··----·--·---·--··---··-·----I ·······-· ................ ••:···-::::--·· ··--"C1:5 ....... ------:~--·-----=-=: .. _ ... --· _ ..... -· i 16' MIN. .; ··" .. .. ......... -·······--...... 0 .. .. - 1000' TAPER . ----------·-~---~-,-~ .. R 7 -.-R17 .. "4R17 [!] ~'----- 40 0 40 60 80 100 NOTES THIS SHEET ---TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE == 55 MPH 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. ENGINEER OF WORK ltA. 4. l-s'ALM. KANE R.C.E. 61311 I Ir--.'-,( 011 LA½1 & < ,R~~N'>l'AN PIPELINE CONSTRUCTION WORK HOURS WORK DATES 8:30 AM TO 3:30 PM ____ TO ___ _ OJ DELINEATORS SHALL BE PLACED AT 50' INTERVALS. (I] DELINEATORS SHALL BE PLACED AT 25' INTERVALS. 0 DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 /: l I t ---I / 200' R17 ___ NOTE / R / 200' FOR TRAFFIC CONTROL GENERAL NOTES ~18 ---AND SIGNS SEE SHEET 19 "AS BUILT" RC[ __ _ EXP, __ _ DATE ENGINEERS San Diego, Ca 92108 (619)299-3090 (619)299-7041 (FX) t-:~--+-=::-t---t------------+---1----1-----l----1 REVIEWED BY: DA TE INITIAL DA TE INITIAL DATE INITIAL LLG 3-026204.1 0WG. TCSTG8A-6204B 4/28/03 REVISION DESCRIPTION Designed By: SMK Drawn By: DVS Checked By: JPK ENGINEER Of WOOK OTHER APPROVAL CITY APPROVAL INSPECTOR DATE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Rood, Poinsettia Lone, Melrose Drive Recycled Transmission Main: STAGE 8A APPR?~~ J/ . ✓ ~LIAM E. PLUMMER df/4-lla, .z. ~ w-:M,m PE 28176 EXP: 3-31-06 DEPUTY aTY ENGINEER DA TE DWN BY: PROJECT NO. DRAWING NO. ~:s ~~: g~~ 3887-8 405-8 C w:E CJ1 G') 0 -11.,::., CJ1 0 00 u, I 0) • A 1000' TAPER V , 100' TANGENT , I I I I I I I I A 1000' TAPER V -_ . .,·-._-, . .,-.. -.·~-. =:-...... -., .. -..... -.. -... ---===~==·---==·:·-.... ==·=====-=--=-,e_-i,~.-.... -... "'-.. _-~~----~----_-_-_-_-_-_-_=-i+-11r-_-:_-_-_-_-_-_------------------------------------------· R/W (_) • I I • --.... -----...... -· ....... . II') ---m -,· m ·-· I • I: - ~t:lvi ______ [==-·····"'-] ___ [=:.··c;.:;:__:-=-1 ___ LJ ____ ---=L==-=c1J~-_ _____c'··= .. ··-=--·-:.__j __._._.u,_--=l='--1 ---====------_.!:::=··-----·--·--·----I ='-· ___ LJ l .... J = [ .. :.cT· · -· LJ = 1 ··· i l 1-ug ~ .. : ---------= -----IJJ ;:c ~ ~ -MEl.ROSEDRIVE-· ., " .. .. .. IJJ --•-•» ................. ,,.------------------·-··--.. . 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. ENGINEER OF WORK !LJ Mi zz/ SAULM. KAN~ R.C.E. 61311 I Ir-.\( 011 I A\N /'.. <,Rl~NSl'AN ' \ \ I \ \ I I 1000' I I NOTES THIS SHEET DJ DELINEATORS SHALL BE PLACED AT 50' INTERVALS. LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 PIPELINE: CONSTRUCTION ,. ' WORK HOURS 8:30 AM TO 3:30 PM • • WORK DATES ____ TO ___ _ R/W I I -- 1 • -1 I ·----• ___ -~J-;;:~-.. -._.£: ________ ·.·EJ-------=t·:~~c-20_(L_T)(~==~=;:~· .. .. .. ~ 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE = 55 MPH NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP. ___ _ DATE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Rood, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE SA APPROVED ~ WILLIAM E. PLUMMER #~i-< ~•••:'.I, ~at2,az PE 28176 EXP: 3-31-06 DEPUlY CllY ENGINEER DATE ENGINEERS (619)299-3090 (619)299-7041 (FX) r,;";";;"-t-:;;;;:7"7f----t-----------+-::-,:::--l--+--1---I REVIEWED BY: DA TE INlllAL DA TE INITIAL DA TE INITIAL OWN BY: CHKD BY: SMK PROJECT NO. 3887-B DRAWING NO. 405-8 LLG J-026204.1 DWG. TCSTGBA-6204C 4/2B/0J REVISION DESCRIPTION ENGINEER OF Vl\'.JRK OTHER APPROVAL CITY APPROVAL DATE RVWD BY: SMK Designed By: SMK Drawn By: OVS Checked By: JPK INSPECTOR C w~ en G') 0 -I\ (JI 00 .,::.. 0 01 I 00 I C13 HIDALGO AVENUE 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. l I I\.',( ( l I I LAVV & Cl{fff\.'iPAI\. C18 150' TO BCR .. ... I LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 921 08 ENGINEER OF WORK s'Afttt. ~ANf:: R.C.E. 61311 ENG IN EE RS (619)299-3090 (619)299-7041 (FX) LLG 3-026204.1 DWG. TCSTGSA-6204D 4/28/03 Designed By: SMK Drawn By: DVS Chocked By: JPK \ I \ • .. R/W \\ \~ \ \ \\ I \\ \\ #i \ ~ ' MATCH LINE "F" SEE UPPER LEFT : 1-... .,,.0 ~ 40 0 40 60 80 100 PIPELINE CONSTRUCTION TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE :: 55 MPH WORK HOURS 1!:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP, ___ _ DATE r,:;:-;;:----t-:;;;:::--r------+------------+-----+----1--__,jf---l REVIEWED BY: DA 1E INITIAL DA 1E INlllAL DA 1E INITIAL REVISION DESCRIPTION ENGINEER OF 111'.lRK OTHER APPROVAL CITY APPROVAL INSPECTOR DATE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Rood, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE SA A:::0::0 ~ ., n~ WILLIAM E. PLUMMER ~4,, < < ~~ 6-,1,().,,,:U PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: SMK 3887-B 405-8 RV\I.O BY: SMK C w :E ..... C) 0 -CJ'I 01) .,1::11,. 0 c.n I 00 .. .. .. MELROSE DRIVE -- _____ ,,_.,_ ____________________ -,,-. _______________ _ r··---·7 __ ,,C1~ ~ _, _____________________ RA_l"'_.,E_D __ M_E_DI_AN ____ _ --1 .. ► I .. --· I --1 .. ► I .. --1 --1 .. ► I .. ·--. C_20~LT) ~----. -. ----"'•---+-·· J--- 1 ·+ I + I ... ... ... . ······-·------------·---· --·---··-" ---+-----·-+----- R/W 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. ENGINEER OF WORK SULM. Kl;~ ltJ-4/r-R.C.E. 61311 I IN',( 011 l A\-V & Cl{EEN<;PAN C18~ -----------~"""" I·~ I I LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 31 0 San Diego, Ca 92108 EN Cl IN EE RS (619)299-3090 (619)299-7041 (FX) LLG 3-026204.1 DWG, TCSTG88-6204A 4/28/03 Designed By: SMK Drawn By: DYS Checked By: JPK C20(LT) ~ -...__ __ -----H -••-•" ' '"" " ... -.. •----------·-----------•------ 1 ----1000' PIPELINE CONSTRUCTION WORK HOURS 8:30 AM TO J:JO PM WORK OATES ____ TO ___ _ I 1000' l?/W- ~ 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE :!: 55 MPH NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP. ___ _ DATE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Rood, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE 8B ~,..-./ ~-WIWAM E. PLUMMER ~ ~ t ~4nnn-= 6-3t?-4,J t---:;;-;:;;::-t-;:;;;;-;;--t---t------------+-::-:-:c:--+-:c::::-:-:--+--:-:-::,--f---1 REVIEWED BY: DA TE INlllAL DA TE llllllAL DA TE INlllAL PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE OWN BY: PROJECT NO. DRAWING NO. REVISION DESCRIPTION ENGINEER OF W0RI< OTHER APPROVAL CITY APPROVAL INSPECTOR DATE ~~ ~~~ ~~~ 3887-B 405-8 C w :E 00 G) a u, 00 .,=a. 0 CJ1 I 00 1000· 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. ENGINEER OF WORK , I /'; . ,. . II / ;~ '' . vv/ SAI.JLM. K.4:E R.C.E. 61311 \ \ ' __ 1~-------~ 1000' TAPER NOTES THIS SHEET OJ DEUNEATORS SHALL BE PLACED AT 50' INTERVALS. IIj DEUNEATORS SHALL BE PLACED AT 25' INTERVALS. .. '• ' _. LINSCOTT, LAW & GREENSPAN, ENGINEERS ~l'-QfESS/04-~ M~ 1565 Hotel Circle South, Suite 310 iS' v" ,t-"'1'. ~ ~ ' ~0 i·· "' San Diego, Ca 92108 0 6 1 ..,, ENGINEERS (619)299-3090 (619)299-7041 (FX) \~-~"-'21:!5: <J' 't ~ . " IV\\. ~~ LLG 3-026204.1 DWG. TCSTGSB-62048 4/28/03 (' o;-cf>.\.\~o DATE INITIAL Designed By: SMK Drawn By: DVS Checked By: JPK ENGINEER OF llollRK 1000' PIPELINE CONSTRUCTION WORK 0 H URS 8:30 AM TO 3:30 PM WORK DATES TO DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL C18 150' TO CROSSWALK I I - I ... 12' MIN. I ... I I 1 1R/W I I 150' TANGENT I I ~ 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE = 55 MPH . . NOTE c:J CITY OF CARLSBAD ~ FOR TRAFFIC CONTROL GENERAL NOTES 9 ENGINEERING DEPARTMENT 8 AND SIGNS SEE SHEET 19 Traffic Control Plans for Alga Road, Poinsettia Melrose Drive Recycled Transmission Main: Lane, "AS BUILT" STAGE 88 ....... RCE EXP. DATE APPRO~ _:_ ,,; ~ WILLIAM E. PLUMMER ~ ~ • .11 .,.,-c..-6 -:1,?,41 PE 28176 EXP: 3-31 06 DEPUTY CITY ENGINEER REVIEWED BY: DATE OWN BY: ' I PROJECT NO. I DATE INITIAL DRAWING NO. CHKD BY: SMK 3887-B 405-"8 CITY APPROVAL INSPECTOR DATE RV'wll BY: SMIS C w:E CD G") 0 -0, 00 .,::. 0 CJ1 I 00 R/W. ____ _ -------· .. 12' MIN. R/W 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. ENGINEER OF WORK -ifJ' 1kli/ ULM. KAtiE: R.C.E. 61311 --MELROSE DRIVE··· .. .. .. J/-----~f-----.. r ...... 1 ... r .. ...-4-.. ---!==---C7 .--·-----··---·-·--·-.. -----· . __ J . rL, ! •. n.Il.J;I. ... J n or< I --.. .. .. _______ 81..'f:I_ .. R/W .. .. R/W -~-40 0 40 60 80 100 NOTES THIS SHEET PIPELINE CONSTRUCTION TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE == 55 MPH I IN',( 0 I I U-\VV & <,l~U:N'-PAN OJ DELINEATORS SHALL BE PLACED AT so· INTERVALS. 0 DELINEATORS SHALL BE PLACED AT 10' INTERVALS. LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP. __ _ DATE ENGINEERS (619)299-3090 (619)299-7041 (FX) i---::::-::::--t-=-:--t--+-------------+--+---4-----+---J REVIEWED BY: OAlE INl11Al DAlE INl11Al DA 1E INl11AL LLG J-026204.1 DWG. TCSfG8B-6204C 4/28/03 ENGINEER or WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL DATE Desi ned By: SMK Drown By: DVS Checked By: JPK INSPECTOR , I ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE 88 AZ~ -i-; ;&2&111e__:_LLIAM E. ;;~~!., l PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE DWN BY: CHKD BY: SMK RV'Ml BY: SMK PROJECT NO. 3887-B DRA'MNG NO. 405-8 C ~ :E OG') a (J'I 00 ~ 0 (J1 I 00 RjJI --- • 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 ANO DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK u~~ §KLJLM. KANE R.C.E. 61311 I Ir>,',( 0 I I LAI,\' 8.. C,RttN',l'AN • • .. ·-· MELROSE DRIVE- · LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 31 O San Diego, Ca 92108 RAISED MEDIAN • 1000' PIPELINE CONSTRUCTION WORK HOURS 1!:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ • CD • R/W_ ~ 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE = 55 MPH NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RC[ __ _ EXP. ___ _ DATE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Rood, Poinsettia Lone, Melrose Drive Recycled Transmission Main; STAGE SC APPRO~~ !':': : ./ c-=><,, WILLIAM E. PLUMMER .~ ~J ~r.c; .,cr:k: @"'J,?-()1 PE 28176 EXP: 3-31-06 DEPUTY aTY ENGINEER DA TE ENG I NEER S (619)299-3090 (619)299-7041 (FX) i---;;;;;;=-t-;:::;:::--t---t------------1----:----+----+--~~---I REVIEWED BY: DA 1E INITIAL DA 1E INITIAL DA 1E INITIAL DWN BY: _.......,_ PROJECT NO. DRAWING NO. ~~ ~~~ ~M~ 3887-B 405-8 LLG 3-026204.1 0WG. TCSTG8C 6204A 4/28/03 Designed By: SMK Drawn By: DVS Checked By: JPK REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL INSPECTOR DATE C ~::E -G) 9. ~ 0 (J1 (J'I 00 I (X) 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 CllY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK ~I/J.L s'°~LM. KANE R.C.E. 61311 \ (') -0 0~ ~rn rno I I '\J ',( 0 I I IAW & CRl:I: NSI'/\ N NOTES THIS SHEET OJ DELINEATORS SHALL BE PLACED AT 50' INTERVALS. LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 1000' PIPELINE CONSTRUCTION WORK HOURS 8:30 Af.t TO 3:30 PM WORK DATES ____ TO ___ _ R/w El ~ 40 0 40 60 BO 100 TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE = 55 MPH NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP. ___ _ DATE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARlMENT · 58 Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE SC APPROVE~,,/ , .../ ..-:--7/ WILLIAM E. PLUMMER ,,Af/AW1!15 .::< .~:1-.,.:i--:,, ~-JJ?--4J PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE ENGINEERS (619)299-3090 (619)299-7041 (FX) DAlE INITIAL r.=---t-;;:;;;:::--l-----t------------l---+----1-----l-~ REV1EWED BY: DA 1E INITIAL DA 1E INITIAL DWN BY: PROJECT NO. DRAWING NO. LLG J-026204.1 0WG. TCSTGBC-6204B 4/25/03 Designed By: SMK Drown By: DYS Checked By: JPK REVISION DESCRIPTION ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL INSPECTOR DATE CHKD BY: SMK RVl't1J BY: SMK 3887-B 405-8 .,::.. 0 CJ'I I co R W .. MELROSE DRIVE --.. .. L 12· MIN. I --------1 I ·---r·-------- ------------------··----+---·------------R/W 1000' TAPER 1 I 150' TANGENT R/W ~ ---- • ' ;· --:.r~rr:::::=-=-------=--------------... \ ... :---... : --,' j -------:::-::::=:::~-~---:-~= .. -. ~ ••"\ ------+-------• 9---- / ___ ---------1--~--:-.--:::.·::_:--:~--::~-:~---· ----__ --· -m ... C30 •------------------------·· ------;-,.. \ ~R11 --· 1 _r· ~---L~!3 ►---s __ l~_~:~:~_J -~--__ J--1 ______ LJ==!c...-___ [~.:~:--.R~_ 1 __ 0 • • I.LI~ • ~.~--·· ~1 1 . .,.--·•"""" .. ,~,W• •·••---~~----••••~>' ·-· 2 R17 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 CnY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK '1 ·. 11 L tt:Jf M. KANE R.C.E. 61311 C30 I IN-,( 011 I AVV 8, ( ,Rl~N"il'Ai'. NOTES THIS SHEET [I] DEUNEATORS SHALL BE PLACED AT 50' INTERVALS. (3] DEUNEATORS SHALL BE PLACED AT 25' INTERVALS. I]] DEUNEATORS SHALL BE PLACED AT 1 O' INTERVALS. [±J CONTRACTOR TO MAINTAIN LOCAL ACCESS DURING CONSTRUCTION. LINSCOTT, LAW &: GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 ENGINEERS (619)299-3090 (619)299-7041 (FX) DA lE INITIAL LLG 3-026204. 1 DWG. TCSTGBC-6204C 4/28/03 Designed By: SMK Drown By: DVS Checked By: JPK ENGINEER Of Y«JRK PIPELINE CONSTRUCTION WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ DA TE INITIAL DA TE tllllAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ----.. 5~ .. i .. ~~-" 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE = 55 MPH NOTE FOR TRAmc CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 11AS BUILT" RCE __ _ EXP, __ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE ac APPR~~/. • Ac->< WILLIAM E. PLUMMER A,,I~ ~ ~,,18-V C,rJ4,6,3 PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE OWN BY: OiKD BY: SMK RVV.O BY: SMK PROJECT NO. 3887-B DRAWING NO. 405-8 C ~:e WG') 0 -U'I 00 ,I:. 0 (J1 I co I • 0 t .. .. ,_ - - -----------------------~_IP, R/W . Rlw 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. ENGINEER OF WORK Jt/M!hKA~ R.C.E. 61311 MATCH LINE "F" SEE LOWER RIGHT t -----1000' ..__,__ -. .. ·---.. --.. RAISED MEDIAN -- 0 n --· -- O 0 I ' I ~ - -- C18 ME[ROSE DRIVE MATCH LINE "F" SEE UPPER LEFT I I r>. S( 0 I I LAW & ( ,Rl:ENSl'AN RAISED MEDIAN ·-------------------.. I LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 ENGINEERS (619)299-3090 (619)299-70-41 (FX) LLG 3-026204.1 DWG. TCSTGSC-62040 4/28/0J Designed By: S~K Drawn By: DVS Checked By: JPK II .. .. ·---·-----------·-- .. .. R/W ~ 40 0 40 60 80 100 PIPELINE CONSTRUCTION TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE m 55 MPH WORK HOURS 8:30 AM TO J:30 PM WORK DATES ____ TO ___ _ ·r---t----1r--+----------~f---+--+--1----1 NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" ---------RCE __ _ EXP. ___ _ DATE r;~-j---;;;;;;-;;--t--+-------------l---:-,=-+,,~+---1---1 REVIEWED BY: DAlE INlllAL DATE INITIAL DAlE INITIAL REVISION DESCRIPTION ENGINEER OF 'NORK OTHER APPROVAL <lTY APPROVAL INSPECTOR DATE fSHml CITY OF CARLSBAD I SHEETS I L1±J ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE SC ~~ _ -c ~ Wlll.lAM E. PLUMMER /U, ~, J,n, ... -Lc: &.;Jtll;tJJ PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE DWN BY: CHKD BY: SMK RVWD BY: SMK PROJECT NO. 3887-B DRAWING NO. 405-8 C t :E 0 G') -01 00 .s::. 0 U1 I 00 I 1000' I 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 CllY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK U~/£:: s'ALJLM. ANE R.C.E. 61311 I I \J '>( 0 I I LAW & CREENSPAN ' .. .. 1000' LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 31 0 San Diego, Ca 92108 ENGINEERS {619)299-3090 {619)299-70-41 (FX) LLG J-026204.1 DWG. TCSTG8D 6204A 4/28/03 Designed By: SMK Drown By: DYS Checked By: JPK 9 / I / I I I I J /c1a · 150' TO I CROSSWAU< 1000· .. .. .. R/W ~ -40 0 40 60 80 100 PIPELINE CON~TRUCTION TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE == 55 MPH WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP. ___ _ DATE t-;~-t--;;;;;-;;-lr---+-----------+-:::-'.'::---+--+----1-~ REVIEWED BY: DA Tr INITIAL DA Tr INITIAL DA Tr INITIAL REVISION DESCRIPTION ENGINEER OF WORK O'THER APPROVAL CITY APPROVAL INSPECTOR DATE ~ CITY OF CARLSBAD I SHEETS I l_±Qj ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Rood, Poinsettia Lone, Melrose Drive Recycled Transmission Main: STAGE 8D OWN BY: PROJECT NO. DRAWING NO. CHKD BY: SMK RVWD BY: SMK 3887-B 405-8 C .i.=E (11 G') 0 -ti (11 00 as:. 0 (J1 I 00 --· ·-·--·~"-"" .,,_, ··"-····" ....... .,,. .. ,.,,_, _____ , __ ., ____ , .. _. _____ ,, __ ..... ___ , .. R/W 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. ENGINEER OF WORK R.C.E. 61311 1000' PIPELINE CONSTRUCTION 1000' TAPER ______ ,, R/W 12' MIN. • • a:1 It ~~ 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE = 55 MPH WORK HOURS 8:30 AM TO 3:30 PM NOTES THIS SHEET WORK DATES ___ TO___ NOTE ~ CITY OF CARLSBAD I SHEETS I OJ DELINEATORS SHALL BE PLACED AT 50' INTERVALS. FOR TRAFFIC CONTROL GENERAL NOTES L±§_j ENGINEERING DEPARTMENT 58 r------------------------1 ---;;;;;;;~~-=---•1--=--=--=--=-1--=--=--=--=-i-=..-=..-=..-=._1-r:_-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._l-=._-=._-=._-=._l-=._-=._-=._~l-=--=--=-~l-=--=..-=--.i--rAN_D_s_i_GN_s~S__::E:::_E_:S~H-=E=ET~ 1 ..:_ 9 ______ j Traffic Control Plans for Alga Road, Poinsettia Lane, ,, Melrose Drive Recycled Transmission Main: "AS BUILT" STAGE 8D I IN',( 011 LA'vV & ( ,RU:N'il'AN LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 ENGINEERS (619)299-3090 (619)299-7041 (FX) LLG 3-026204, 1 DWG, TCSTG8D 62048 4/28/03 Designed By: SMK Drawn By: DVS Checked By: JPK RCE __ _ EXP, ___ _ D,._TE APPR9!°:::' ~ _,, ~ WILLIAM E. PLUMMER #~ ", ;1.......-&A,• ,;,.~~-~-;~,1-12J PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE DA TE INITIAL DWN BY: __.,_,..,__ PROJECT NO. DRAWING NO. 2~ ~~: g~~ 3887-B 405-8 r,:;;;:;:--t-:;;;:::;--l---t------------+-------+----1----1----1 REVIEWED BY: DA TE INlllAL DA TE INITIAL REVISION DESCRIPTION ENGINEER Of WORK 01\iER APPROVAL CITY APPROVAL INSPECTOR DATE C ~~ c,) G) a (J'I 00 ,1:1. 0 (JI I 00 MATCH LINE ,.D,. SEE LOWER RIGHT -----------_, ,-•••~•O---• -~•-• -::::::'.',,;:.:11:.!:"''?'.,-??M• <=:~~•--••~•~ ,-, _ _., ,.,,..~ -~•-•• ... ... 'o0 ~f /'N _____ -_-_-_---~----------~--------------~--~_a~_-_ :;;i.;_: :::-::;:n:rrr::~ J:-=-~---.. ~ -==:=-=·~ R:;~ . __________ j"t .... ·-_ ··--·-_______ -_-_-_-_-_-_--~-_--.,,---~~=====;::::;;;::;;;:;:.:.::_,.= .. 0 =_,.,-=_ .. :::"'~~:::=:~~~~~:=~;~~;:::'" .,.~---""" -. __ ---~-----~~=-r ~~ jn m : ---~-=----=-~ . I -, I I •-~~ -~-=··=--=-~ ----•~:\ -::-: '--c _---:. -~~~}~ \i,F\ ~8 . ____ M_E_L_R_-_o_s~: __ D~l~E~.--_ I R17 OJ \ : \. --··-\·-----ro=--1········-··--T;--.·.; .. ,J\ ---_-=\~~:::1---------~~~-"--=---=-··~-"~=--·-~~ ~: · -- ~: --··-······ ------------·-·----···-·····-----...•. J ...... ...... ...... ~R17 l~~o -if R11! J ch; -] _L:,:=::::.--.-----J:::,::::::;.;: .. --~------··b::,::: .. •----· --·--- 1 •N --•"'~~--,~•~~•~-~O a• - R/W ---.:::;, -R9A: ✓,;----··· ____________ --__ -_·-------••·•-····-····--·--··---·::.~~G13-t' -= __ .,_.,_._ _________________ _ C ~I or tc ~I ..:J <i : ! 1! ·'-' t 030 MATCH LINE "C" SEE SHEET 4a ;HIDALGO: 'AVENUE' r1 --·-----, __ _ -~~ . • ....D ""·-···- ~.-R;W-"":.~ ... =:----: __ : .... =---·---_---:,;...·----_-_-_-=--... _._--·-_,;..··_---_-_c ·_:~:=-==-~~=:~-~-.::::=;:::-~=._---------·-······-.. ,====·=-·=•=-=-=·-=··====c"'·-=·--=---=-·=·--=-,:::;;;,======c===-----·'=•======-====-====_=_~_ .. ,,, ~-""" .-. -·-·--------·-· . ....... -------·· ==========-=·-=--=====~=========-======.:====·==--->$: -···-'"'-y' -•·· -·-··----·-.. -_·------_-----::.:........_ ~ :·_·-_··-· .. ·_--••_· ---··::_·-_··-----_·-·--_·---------·--'. -. --··· . . ... --------·····----··------· --·------··· ..... ·-··-·······--·-···--·-·-·· --·--.. :-:_.--:_---:...:_ __ .. _-::::::-.. : .----.... ·-·-~:::...:.:::.:·::----· --==--·--·------------·-R-/W-·---. J •• ~~---------.. :.= --::,_,~-' . -----·~··ri;·-'···-'·(..-----------------~. ·-_,. ______ -"" --~·---_, ----·-·----~ ---···-·--." \; \\ fl .. 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 CllY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ~NGINEER OF WORK sl:t M?1K/f= R.C.E. 61311 NOTES THIS SHEET ~ IT] DELINEATORS SHALL BE PLACED AT 50' INTERVALS. 40 0 40 60 80 100 I IN'->< 011 LAVV & (,R~~N'->l'AN [fil DELINEATORS SHALL BE PLACED AT 25' INTERVALS. (I] DELINEATORS SHALL BE PLACED AT 10' INTERVALS. [±J CONTRACTOR SHALL REMOVE EXISTING STRIPING DURING STAGE CONSTRUCTION AND INSTALL DETAIL 38 STRIPE. CONTRACTOR SHALL RESTORE STRIPING TO MATCH EXISTING CONDITIONS BEFORE CONSTRUCTION. LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 PIPELINE CONSTRUCTION WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE = 55 MPH NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP. __ _ DATE ~ CITY OF CARLSBAD I SHEETS I l±ZJ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE 8D APPR°!_o,,<. , :-: s _ WILLIAM E. PLUMMER ~ ... ., l.L ~?Ht>!::) "~¾,? ~,?J PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DA TE ENG IN EE RS (619)299-3090 (619)299-7041 (FX) t-:::-:-=--t--::::::-:-:-+--+------------1----1----1---1-----l REVIEWED BY: DA 1E INITIAL DA 1E INITIAL DA 1E INITIAL OWN BY: --',I...,___ I PROJECT NO. ORA WING NO. = ~~; ~~~ 3887-B 405-8 LLG 3-026204.1 DWG. TCSTG8D-6204C 4/28/03 ENGINEER OF \\tlRK REVISION DESCRIPTION Designed By: SMK Drawn By: DVS Checked By: JPK OTHER APPROVAL CITY APPROVAL INSPECTOR DATE . ; C .i:.~ ..... G) 0 -+t c.n 00 .a::. 0 01 I co R/W 500' • c1e 150' TO LIMIT LINE .... . ,...1), 500' ~ ... J J 600' TAPER ___ _:::---·-----·-==·===-·:::.:: .. -.. :.========-=========-·=····=···=-.:.1t~• ====--=-=-=-=-=---=--~ . .::------~-~~-------·~ ---------. ------·---··--·······-· --...,.,_ .. , -·-----.. ------·-·---·-·-·-·~--·----------------------··--···-···--"·----------~-···--------___ ,,, __________ ,_ ---------. ·--··----.,.;}I,.•• --.. . ·····-----.. .,,,. . .. ---,~ -~---·-· -. _____ -_-_-_-_-_-_-_-_-_-_-_-·-_-_··_··-_···_···_·· --·--=-· -·==~---= ----·-:A~--- : . --~~~----~---=~-~---~----~~=-=:=~=--·=-~~~---=-~-~·~-~~~-~---~~ .. --sir► :· -----··•-....;;:c...:c:::;__ .. t . -... ······· ----·-----... wt ----•••"'••-•••~-••••'"••~•-~-•••••-•••••------------.1 1 .,,,.., .. .,_, _ _,_, __ ,_,_, __ -,,., ...... -•---w•-., .. ,, ---------•••••••••..,.•••••~• .. m••-~"-•-••""""'"""""'""'-••-------------l --~-. ••••------,.,:--. =--·•••••:::::,...;:;;:;.;.--•• •••-.•••• _ ••• ·••-•••••••·•-•••·••-••••••••-• • .. ·.-.,:••-• _::z w -----.................. ---·-·--·---········-···---.. -. .J .............................. -.... -.. -... -.............. --------*t-------·· j ----·-----------------,------::_-::__-::__-_-_-_-_-------,1:-----... . ...J .. 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. ENGINEER OF WORK R.C.E. 61311 re': I 50Q' .. _}f-==:::--.:.: ---- I 11'-'>( < J I I I AVV & ( ,REEi'\ <.;PAI'\ NOTES THIS SHEET OJ DELINEATORS SHALL BE PLACED AT 50' INTERVALS. m DELINEATORS SHALL BE PLACED AT 25' INTERVALS. LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 PIPELINE CONSTRUCTION WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ ~ 40 0 40 60 BO 100 TRAFFIC CONTROL DESIGN SPEED ON ALGA ROAD = 50 MPH NOTE FOR TRAmc CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP, ___ _ DATE ~ CIT\Gl~!iNG~Et\~~~BAD ~ Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE 8D EN Cl IN EE RS (619)299-3090 (619)299-7041 (FX) t-::-:-=--+-::::::-::--l---+-------------1----1---l------l----1 REVlEWED BY: DA 1E INITIAL DA TE INITIAL DA TE INITIAL OWN BY: PROJECT NO. CHKD BY: SMK 3887-B DRA'MNG NO. 405-8 LLG 3-026204. 1 DWG. TCSTGS0-62040 4/28/03 Designed By: SMK Drown By: DVS Checked By: JPK ENGINEER Of \\IJRK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL INSPECTOR DATE RVWD BY: SMK C ~ :E 00 G') 0 ..., (J1 00 .,=i. C 01 I 00 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 PS 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 ANO SPECIFICATIONS BY THE CllY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, PS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK 61311 I I~',( 0 I I IAW & C.Rl:l:N'>l'A \, LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 E N G I N E E R S (619)299-3090 (619)299-7041 (FX) LLG 3-026204.1 DWG. TCSTG8E-6204A 4/28/03 Designed By: SMK Drawn By: DVS Checked By: JPK -► ~ ~ . ..IL 150' TO . I I I CROSSWALK I ~ 40 0 40 60 80 100 PIPELINE CONSTRUCTION TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE == 55 MPH WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP, ___ _ DATE OA'IE INITIAL ~=-t-::::;:::--t---t------------+--+---1---1----1 REVIEWED BY: DA 1E INITIAL DA 1E INITIAL REVISION DESCRIPTION ENGINEER OF YIORK OlHER APPROVAL ClTY APPROVAL INSPECTOR DATE fsiml CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Rood, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE SE A~~: ~ ~ .. ,~~ 1WILUAM E-~~::~ 4!J PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE DWN BY: CHKD BY: SMK RVIID BY: SMK PROJECT NO. 3887-B DRAWING NO. 405-8 C .s:..~ (0 G") 0 -CJ'I 00 ,I::. 0 (J1 I 00 .. .. 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 SPECIFlCATIONS 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. ENGINEER OF WORK ld!li. -R.C.E. 61311 ,ooo· I 11'\ ',( 0 I I I AV\/ & CRl:1:NSl'AI'\ ENGINEERS LLG 3-026204.1 R W .. .. .. ----------------------------------------------------- NOTES THIS SHEET OJ DELINEATORS SHALL BE PLACED AT 50' INTERVALS. LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 ,ooo· ,ooo· PIPELINE CONSTRUCTION WORK HOURS 6:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ R/W .. • CI'I It ~ 40 0 40 60 80 ,oo TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE = 55 MPH NOTE FOR TRAFFlC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP. ___ _ DATE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE 8E #~ ~ ~S:P?•I• _'MLLIAM E-2~~':-<'l PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE (619)299-3090 (619)299-7041 (FX) DA TE INITlAL r.;-;;---t-=-::---t-----t------------+-,----l-------1-----l------l REVIEWED BY: DA TE INITIAL DA TE INITIAL DWN BY: _JLJ..,__ PROJECT NO. DRAWING NO. 2~ ~i ~~~ 3887-B 405-8 DWG. TCSTGBE-6204B 4/28/03 REVISION DESCRIPTION De!ligned By: S~K Drawn By: DYS Checked By: JPK ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL INSPECTOR DATE C UI :e OG) a UI 00 .i:.. 0 01 I 00 ......._.~...!_IV,~oRr,., s~:v.,r--.,...., C13 i r=~--"-----, L ___ J 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. ENGINEER OF WORK R.C.E. 61311 1E I IN',( 0 I I LA 1/11 & CRffNSl'AN ' :c1e '150' TO BCR --- -MELROSE 0-RIVE - -·--"----~ , ___ _ --1 I "l L_ _J L-----J I NOTES THIS SHEET [TI DELINEATORS SHALL BE PLACED AT 50' INTERVALS. [I] DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 PIPELINE CONSTRUCTION WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ -- \~\ '\ ' \' \ ', \ \ \ ! MATCH LINE "C" SEE UPPER LEFT ~ 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE = 55 MPH NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP. ___ _ DATE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Rood, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE SE APPROv£D WIWAM E. PLUMMER , <U,/Ahf/v,.~ 7': ~ ., ... 1c 6-.,J•eJ.r PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE E Ill GI Ill EE RS (619)299-3090 (619)299-7041 (FX) r,::;;;--t--;:.;;-::-t--+-----------f----:c-=--+--::--+--1---l REVIEWED BY: DAlE INITIAL DAlE INITIAL DAlE INITIAL DWN BY: _..i.e..,__ PROJECT NO. DRAWING NO. 2~ ~i ~~~ 3887-B 405-8 LLG 3-026204.1 DWG. TCSTG8E-6204C 4/28/03 Designed By: SMK Drawn By: DVS Checked By: JPK REVISION DESCRIPTION ENGINEER Of WORI< OlHER APPROVAL CITY APPROVAL INSPECTOR DATE C c.n :e ...t. G) 0 """' c.n 00 .,::. 0 c.n I 00 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. ENGINEER OF WORK R.C.E. 61311 fDAlE I IN',( 011 LAVV & <,RLLl\',l'AI\ NOTES THIS SHEET IT] DEUNEATORS SHALL BE PLACED AT 50' INTERVALS. (i] DELINEATORS SHALL BE PLACED AT 25' INTERVALS. I}] DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 120' OPENING PIPELINE CONSTRUCTION WORK HOURS 8:30 AM TO 3:30 F'M WORK DATES ____ TO ___ _ c~I t I 1000• TAPER ... ~ 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE = 55 MPH . NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP. ___ _ DATE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE 9 APPROVED.,,_✓• • ~ ~ WILLIAM E. PLUMMER 4',(~57 T < ~17-1•~.,,... G~.51:?•"J PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DA TE ENGINEERS (619)299-3090 (619)299-7041 (fX) r.:;-;-;;:--+--;;:;;:;--l---+-----------+--:-------1----+--~---1 REVIEWED BY: DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: --"-''"'---PROJECT NO. DRAWING NO. ~~ ~~ ~~~ 3887-B 405-8 DWG. TCSTG9-6204A 4/28/03 LLG 3-026204.1 Designed By: S~t< Drawn By: DYS Chocked By: JPK REVISION DESCRIPTION ENGINEER OF WORK 011-IER APPROVAL CITY APPROVAL INSPECTOR DATE C u, ~ NG') 0 -.s:. go (J'I I 0) R/W -----------·----------------------- ----·-·-·--·----------------------------------· 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. ENGINEER OF WORK I IN',( 0 I I LAW & 'c;REENSl'AN 500' NOTES THIS SHEET OJ DELINEATORS SHALL BE PLACED AT 50' INTERVALS. [fil DELINEATORS SHALL BE PLACED AT 25' INTERVALS. m DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 921 08 ________ , __ PIPELINE CONSTRUCTION WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ II -< II R/W_ R/W ~ 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE = 55 MPH NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP. __ _ DATE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE 9 AP~3.d _ _.., ~ _~lllAM E. PLUMMER --~ -, ~ .~ Ci ,.34 .4,J PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE ~ 1/4 Ii-/ ENC IN EE RS (619)299-3090 (619)299-7041 (FX) DA 1[ INITIAL DAlE INITIAL DWN BY: PROJECT NO. DRA~NG NO. ~~ ~~; ~~~ 3887-B 405-8 t---:=-t--::=-::-t---t------------+---1---1----1----l REVIE~ED BY: DA TE INITIAL LLG 3-026204.1 DWG. TCSTG9-62048 4/28/03 REVISION DESCRIPTION SULM. KANE R.C.E. 61311 Designed By: SMK Drown By: DVS Checked By: JPK ENQNEER OF WORK OTHER APPROVAL CITY APPROVAL INSPECTOR DATE C (J1 :E WG') a (J1 00 ~ 0 01 I ex, A 1000' TAPER I V I JYW. _______ '. .. ----·--·-··----··••--·· --·--·-----·· -·-·------·---------------·------------------·----------------------+: --- 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. ENGINEER OF WORK I II\.',( 011 LAV\/ & Cl~EENSl'AN ' I \ I I \ I I NOTES THIS SHEET OJ DELINEATORS SHALL BE PLACED AT 50' INTERVALS. LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 1000' PIPELINE CONSTRUCTION WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ A 1000' V R/W .. R/W .. .. '---~- 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE = 55 MPH NOTE FOR TRAFFlC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP. ___ _ DATE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE 9 APPROVED,/ • ../ /7/ WILLIAM E. PLUMMER 4,,(/~,., 7< ~"P ,..., ,a~-.,12~a1 PE 28176 EXP: 3-31-06 DEPUTY CITY El'IGINEER DATE ENGINEERS (619)299-3090 (619)299-7041 (FX) r.=-t-::::::::-:-1r---t------------l----,-l--+---l---l REVIEWED BY: DA lE INITIAL DA lE INITIAL DA lE tllllAL DWN BY: --"-'~ PROJECT NO. DRAWING NO. CHKD BY: SMK 3887 8 405-8 LLG 3-026204. 1 DWG. TCSTG9-6204C 4/28/03 ENGINEER or \\URK REVISION DESCRIPTION OTHER APPROVAL 'uLM. KANE R.C.E. 61311 Designed By: SMK Drawn By: OVS Checked By: JPK CITY APPROVAL INSPECTOR DATE RVV.O BY: SMK - 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. ENGINEER OF WORK f:lc 11 ~ 'AUL M. KANE R.C.E. 61311 C18 150' TO CROSSWALK C13 150' TO CROSSWALK I IN',( 011 LA\1\1 & CR~~N'il'AN -4 -4 ----~-- ··•··. -· .. ------___ ----- -"-------:::.... ---------· ---=-==== c:-~----------• .. MELROSE DRIVE NOTES THIS SHEET IT] DELINEATORS SHALL BE PLACED AT 50' INTERVALS. (3] DELINEATORS SHALL BE PLACED AT 25' INTERVALS. LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 31 O San Diego, Ca 921 08 PIPELINE CONSTRUCTION WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ ~ 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE = 55 MPH NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP, __ _ DATE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Road, Poinsettia Lane Melrose Drive Recycled Transmission Main: ' STAGE 10 A~: & ~ W1LLIAM E. ;~~~~d} PE 28176 EXP: 3-31-06 DEPUTY aTY ENGINEER DA TE ENGINEERS (619)299-3090 (619)299-7041 (FX) r.=-t--:;:;:;;-:;--t--+-------------+--+---l-----4---l REVIEWED BY: DA TE INITIAL DA TE INITIAL DA TE INITIAL DWN BY: CHKD BY: St.1K PROJECT NO. DRAW1NG NO. LLG 3-026204.1 DWG. TCSTG10-6204A 4/26/03 ENGINEER OF WORK REVISION DESCRIPTION O'THER APPROVAL CITY APPROVAL Designed By: SMK Drawn By: DVS Checked By: JPK INSPECTOR DATE RVWD BY: SMK 3887-B 405-8 C u, :E u, C) a u, 00 .,:. 0 CJ1 I co R/W •>--,_, __ h _______ _ . 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. ENGINEER OF WORK /d&i !£:~-ULM. K'ANE R.C.E, 61311 --------- • ----·-·--------- • • MEL~OSE DRIVE 1000' TAPER ----- • • R/W ~ • CD a 40 0 40 60 80 100 PIPELINE CONSTRUCTION TRAFFIC CONTROL DESIGN SPEED ON MELROSE AVENUE -= 55 MPH I I r'-. '>< 0 I I I AVV & CI{ EE r'-. <;I' Ar'-. NOTES THIS SHEET OJ DELINEATORS SHALL BE PLACED AT 50' [I) DELINEATORS SHALL BE PLACED AT 1 O' LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 INTERVALS. INTERVALS. WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP, ___ _ DATE E N Cl I N E E R S (619)299-3090 (619)299-7041 (FX) t-;::;-;;:--+-=.;:;-;---l---+------------+-==-+--::-::::-:-:-+-::-,-::::--ll---.j REVIEWED BY: DA TE INITIAL DA TE INlllAL DA 1E INITIAL LLG 3-026204.1 DWG. TCSTG10-62048 4/28/03 Designed By: SMK Drawn By: DVS Checked By: JPK REVISION DESCRIPTION ENGINEER OF lltllRK O11-iER APPROVAL CITY APPROVAL INSPECTOR DATE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Rood, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE 10 APPROJD-• ✓ Q/ WILLIAM E. PLUMMER <~% < C ~-=· l!f "\ C "-14~41 PE 28176 EXP: 3 31 06 DEPUTY CITY ENGINEER DAlE DWN BY: PROJECT NO. DRAWING NO. = ~~~ ~~ 3887-B 405-8 C 0, :E a, C') 0 -0, 00 .,::a.. 0 u, I 00 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. ENGINEER OF WORK lJ 1//2 k Jul M. KANE R.C.E. 61311 ---------------=----------------------------====--------l • I 11\ ',( O I I LAV\! & CRH:l\',l'AI\ NOTES THIS SHEET OJ DELINEATORS SHALL BE PLACED AT 50' INTERVALS. LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 PIPELINE CONSTRUCTION WORK HOURS 11:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ R/W ~ ~ ~(") f"l'I :c (I) :c, f"l'l-!!lz ~ l""I • CD ll ~ 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE = 55 MPH NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" RCE __ _ EXP. ___ _ DATE ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Road, Poinsettia Lane, Melrose Drive Recycled Transmission Main: STAGE 11 APPROVE~4'/ • _./ 0 WILLIAM E. PLUMMER A,(/~ ', ~'MNb /4-Jt> -<2.J PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE ENGINEERS (619)299-3090 (619)299-7041 (FX) r.~-t-;;;;;;-;;--r---+-----------+-=----l------+---1---1 REVIEWED BY: DA lE lllllAL DA lE INITIAL DA lE INITIAL OWN BY: PROJECT NO. DRAWING NO. ~~ ~~~ · ~~ 3887-B 405-8 LLG 3-026204.1 DWG. TCSTG11-6204A 4/28/03 Designed By: SMK Drawn By: DVS Checked By: JPK REVISION DESCRIPTION ENGINEER OF WORK OlliER APPROVAL CITY APPROVAL INSPECTOR DATE C u, :e ...J G) a u, 00 ~ 0 (J1 I 00 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 PS 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, PS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK NM~K,f;fv-~ R.C.E. 61311 C18 150' TO CROSSWALK 1000' TAPER .. ... MELROSE DRIVE 12' MIN • ........ C30[i --. ······· ·I··-········--·······-······--··-···--·-- ------·;---·-·---------·-··--, I 150' TANGENT MATCH LINE "C" SEE UPPER RIGHT NOTES THIS SHEET PIPELINE CONSTRUCTION OJ DELINEATORS SHALL BE PLACED AT 50' III DELINEATORS SHALL BE PLACED AT 25' @) DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. INTERVALS. INTERVALS. WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ I IN',( 011 LA \,\I & CREENSl'AN LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 31 0 't--t--t--+----------+--+--1---1-------1 San Diego, Ca 92108 IE N G I N E E RS (619)299-3090 (619)299-7041 (FX) LLG 3-026204. 1 0WG. TCSTG11-6204B 4/28/03 Designed By: SMK Drawn By: DVS Checked By: JPK DA TE INITIAL ENGINEER Of Vtl'.JRK · DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 2 III e:i ~ . 8 .... - ~ 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED ON MELROSE DRIVE = 55 MPH NOTE FOR TRAFFIC CONTROL GENERAL NOTES AND SIGNS SEE SHEET 19 "AS BUILT" --------- RCE EXP. DATE REVIEWED BY: INSPECTOR DATE fsBml CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 58 Traffic Control Plans for Alga Rood, Poinsettia Lone, Melrose Drive Recycled Transmission Main: STAGE 11 A~ •• r_ Q./4,,, v,-n, WILLIAM E. PLUMMER ,. I -= 6<J ~-41 PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: SMK 3887-B 405-8 RVWD BY: $MK I '