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DWG 464-3; 5202; GATEWAY RD & INNOVATION WY RECYCLED WATER PIPES; 01-15
I ' ____ j ·-• ' r I 1 ' ' \' '\ ,..,. D \ \ \ \ PACIAC \ \ OCEAN l I \ \ \ CITY Of £NCINITAS VICINITY MAP PROJECT VICJNITY · CON.STRUCTlON PLANS FOR THE CONTRACT No. 52021 CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CALIFORNIA. ,..,. D - 15 i 2 GATEWAY ~ TO GARDEN RD ; ....... ...., C-3-DWG NUMBER . NO SCALE BOARD OF DIRECTORS LOCATION MAP DRAWING INDEX SHEET' NO. DWG. NO. OESCRIPilON 1 T-1 TITI.£ SH£Ef 2 G-1 GENERAL NOTES AND LEGEND 3 C-1 STA 1 +oo to 4+80.33 -INNOVATION WAY 4 C-2 STA 10+o0 to 18+50 -GATEWAY ROAD 5 C-3 STA 18+50 to 25+59.19 -GATEWAY ROAD 6 C-4 STA 29+88 to 33+92.53 -GATEWAY ROAD 7 C-5 ABANDONMENT PLAN AND CONNECTION DETAILS 8 C-6 CONNECTION DETAILS 9 C-7 MISC8..LI\NEOUS DETAILS 10 CT-1 TRAFAC CONTROL NOTES AND DETAILS 11 CT-2 TRAFAC CONTROL PLAN-STAGE 1 PALOMAR AIRPORT ROAD AT LOKER AVENUE WEST/INNOVATION WAY 12 CT-3 TRAFAC CONTROL PLAN-STAGE 2 PALOMAR AIRPORT ROAD AT LOKER AVENUE WEST/INNOVATION WAY 13 CT-4 TRAFAC CONTROL Pl.AN-STAGE 1 PALOMAR AIRPORT ROAD AT LOKER AVENUE tASr/GATEWAY ROAD 14 CT-5 TRAFAC CONTROL PLAN-STAGE 2 PALOMAR AIRPORT ROAD AT LOKER AVENUE tASr/GATEWAY ROAD 15 CT-6 TRAFAC CONTROL Pl.AN-STAGE 3 PAI.OMAR AIRPORT ROAD AT LOKER AVENUE tASr/GATEWAY ROAD REFERENCE DRAWINGS DRAWING NAME NUMBER PROJECT LOCATION C!JY OF CARLSBAD PALOM~R AIRPORT ROAD BRESSI RANCH INOUSTRlAL BRESSI RANCH INDUSTRIAi.. a FUERTE STREET INDUSTRIAL PARK PIP£UN£S 314-3 -4-00-88 GATEWAY ROAD ANO INNOVATION WAY, SOUTH OF PALOMAR AIRPORT ROAD, BET\IEEN EL CAMINO REAL ANO MEI.ROSE DRIVE, IN TliE CITY Of CARLSBAD, CA. BRESSI RANCH RECYCLED WAlt:R TRANSMISSION MAIN BRESSI LOTS 33-39 SDG&E -4-00-80 -4-00--BE 405-7 405-88 442-5 76-517. 76~520, 76-522, 76-576, 76-644, 76-645, 76--646, 76-647, 76--646, 350-1689, 350-1692, 352-1689. 352-1692 ~ l..S04-04C, LS0404D, LS0804C, LS0402A, I..S04D2B. LS0602A, L.S0602B, LS0802A SOURCE·OF TOPOGRAPHY TOPOGRAPHY BASED ON GROUND SUR\EY PERFOOMED BY RIGHT-OF-WAY ENGIN£ERING SERVICES, INC. ON APRIL 2009. call I JJlll- CAl.l.311 ATl9ST1WOOA'8 -- tltDEPCWlms□rm::er~ AECOM USA, Inc. 7llll7 Com,ooy c-t. Suite 2llO Son Diogo, c..iRIIIIKl 92111 T 8&8 268 aoao f 8&8 292 7'432 www.oecom.com CLAUDE A. "BUD" LEWIS -PRESIDENT ANN J. KULCHIN -DIRECTOR MATT HALL .. DIRECTOR NO SCALE MARK PACKARD -DIRECTOR KEITH BLACKBURN -DJRECTOR MARK STONE GENERAL MANAGER GLENN PRUIM PUBLIC WORKS DIRECTOR DECEMBER 2009 "AS BUILT" RC£ __ EXP. __ _ DAT£ REVIEWED BY: INSPECTOR DATE 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 ANO PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNOERST AND THAT THE CHECK OF PROJECT DRAWINGS ANO SPEOFICA TIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. RRM: AECOM USA, INC. ADDRESS: __ 7_80_7_CON __ VO_Y.......;.COUR,;_;_,:...T.:...SU;;,,.;_;_ITE..;;:...:2;:.:.00.:....__ CITY T SAN DIEGO, CALIFORNIA • s .: ____ ____:._;.:_;:;;;,;_;~.:...._-,---- TELEPHONE: _..;..858;_;__~268;_;__..;..8080:....:....:._______ , B~ ______ AM_AN_D~A~D_-~COM..;.....;;BS;_;__ ___ DATE: ...... IQ...._/o ........ 9'~/2"""""-9.,__ __ _ R.C.E. N0.: ____ ___;;.6.;..:72;;.;;8..;..7 _____ _ REGISTRATION EXPIRATION DA TE: __ OO_/J0_/1_0 __ DATE INITIAL OfllE lNITifll 0Al£ INl'RN.. ENGWilR Ill' 'olllllk REVlSION DESCRIP110N OlHER APPROVAi. CITY APPROVAi. T-1 ·- fsim1 CITY·• OF CARLSBAD l SHEDS I L_!_J ENGINEERING DEPARTMENT . 15 ·- · GAT£WAY ROAD & INNOI/AllON WAY ~CYCWJ WATER PtPillNES TITLE SHEET ·~ -~H~~._.""'-___ l«=.J.~ GINEER DATE D\1111 BY: ~~ I . CHKD BY: RV\IO BY: PROJ£CT NO. 5202 ,~·=~ 1----- I i ! \ ' ' cc.j _ _____c:_____:__:___ ____ _j_~~~~~L ________ -----__:___ ___ ~--------_.fil:Rfilrr__:t'.i.Q'.JlES: _______________________________________________ ---------.slST!GGNNINJ;fil;GLANDANlLSSil'l'R~IP:eJIN!filiG_JNtijO:rJTE:ES.S----------------------------------------------------------------LEGEND·-----------,----1-------'------~---------7: l~c , GENERAL NOTES STREET NOTES I j 1. NO REVISIONS Will. 8£ MADE TO THESE Pl.ANS WITHOUT THE WRITTEN APPROVAL 1. THE CONTRACTOR SHAU. TAKE All. NECESSARY MEASURES TO -PROTECT EXISTING 1. THE CONTRACTOR IS RESPONSIBLE FOR REP!.ACING All. CV.I.IAGED OR DISTURBED M>RO\IEMfilIT -OF THE CHY ENGINEER,-NOTED WITHIN THE REVISION BLOCK. ON THE lMPROVEMENTS AND THE CllY Will. ENFORCE SECTION 7-9 OF THE GENERAL -SIGNING. STRIPING AND PAVEMENT MARKINGS. --, ----__ ! CMWD STD DWG APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. PROVISIONS SPECIFICATIONS. RECYCLED WAlER PIPEUNE __ 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHAll. CONFORM TO THE CALIFORNIA {SIZE -PER -PLAN) ~ 2. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHAU_ 8£ MAINTAINED TO -2. -AU. EXISTING IMPROVEMENlS INCLUDING SIDEWAIJ(, CURB & GUTTER; AC; OR -MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S "'ITl'n '>ntn ISlOi~ ____ _;::=:::=_:_=~-~-~~---------~---------------1 -~--------t, =--~~~-----------+-~=.,,lla-•r •---SIJE.AT .• \LL ---;, _ru •~••or-_ ' 1 '"~ON.~~-~.~----~~~-~---cci-;-'>:C. -;C.-f'AVING;-cWl,l(:H~ AR£----cJ)ISl\lRB£D"1N~NNECTION---wlTH711~£C~J-----1 ~ AS Af.lEI\ID£D ~ FOR US£ IN~ CAUFORNJA), CALTRANS STANDARD SPECIFICALLQNS __ : SHAll. BE JOINED -OR ,MATCHED IN A MANNER SATISFACTORY-TO THE CllY (JULY 2006 OR l..ATEST VERSION THEREOF), AND THE SPECIAL PROVISIONS. I 3. NEITHER THE CllY, NOR THE ENGINEER OF WORK Will. ENFORCE SAFEIY ENGINEER, INCLUDING NECESSARY SAWCUTI1NG, REMOVAi.. REPl..ACEMENT AND MEASURES OR REGUl..ATIONS. CONTRACTOR SHAll. DESIGN, CONSTRUCT AND CAPPING. 3. ALL SIGNING ANO STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS WJNTAIN All. SAFEIY DEVICES, INCLUDING SHORING, AND SHAU. 8£ SOLELY DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTAU..ATION. RESPONSIBLE FOR CONFORMING TO All. LOCAL. STATE AND FEDERAi.. SAFEIY ANO 3. All. SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL HEALTH STANDARDS, _ LAWS AND REGULATIONS. _ BE REESTABLISHED, PERPETUATED, ANO DOCUMENTED PER THE PROFESSIONAL 4. ALL SIGNING AND STRIPlNG SHAll. BE REFLECTIVE PER CALTRANS SPECIFICATIONS. LAND SURVEYORS ACT. STRIPING SHAll. BE REPAINTED 1WO WEEKS AFTER INITIAL PAINTING. SIGNING SHAll. 4. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlffiNG USE ENCAPSULJ\IEO LENS REFLECLLVE SHEETING {HIGH INTENSllY OR EQUAL). A DETAIL PlAN TO THE Cl1Y -ENGINEER AND/OR CONCERNED AGENCY SHOWING 4. PAVEMENT REMOVED FOR CONSTRUCTION SHAll. 8£ RESTORED IN ACCORDANCE THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WITH CARLSBAD STANDARD DRAWllllG GS-25. 5. PRIOR TO FINAL ACCEPTANCE OF THE PROJECT, All. STREET STRIPING AND WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND OURlNG THE MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT SHAU. BE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTAU..ATION RECYCLED WATER NOTES RESTORED TO .A •LIKE NEW' CONDITION, IN A MANNER MEETNG THE APPROVAL OF THEREIN. THIS Pl.AN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR THE CllY INSPECTOR. MORE IN DEPTI-1 AND APPROVED BY TI-lE CllY ENGINEER ANO/OR CONCERNED 1. RECYCLED WAlER PIPEI.JNES ANO APPURTENANCES SHAll. 8£ CONSTRUCTED IN AGENCY PRIOR TO EXCAVATION. IF THE Pl.Alli VARIES FROM ThlE SHORING S¥STEM ACCORDANCE WITH THE "CllY OF CARLSBAD ENGlNEERlNG STANDARDS' {LATEST 6. All. CROSSWALKS, LIMJT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFEIY ORDERS, TITLE 8 EDITION) VOLUMES 2 ANO 3 WITH THE FOLLOWING EXCEPTIONS: LEGENDS SHAll. BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. CALIFORNIA ADMINISTRATIVE CODE. THE Pl.AN SHAll. BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA USE A TEST PRESSURE OF 200 PSL 7. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO COLIFORM TESTING AFTER DISINFECTION IS NOT IS REQUlREO. ON UNIFORM TRAFFIC CONTROL D£\llCES (FHWA'S wrm 2003 REVISION 1, AS EXCAVATION. 2. THE CONTRACTOR SHAll. OBTAIN AN EXCAVATION PERMIT FROM THE DMSION OF ~~~ED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING 5. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE INDUSTRlAL SAFEIY BEFORE ANY EXCAVATION ANO SHAll. PROVIDE PROOF OF OSHA DURING CONSTRUCTION, OPERATIONS SHAll. CEASE IMMEDIATELY, AND THE NOTIFICATION ANO SHAll. ADHERE TO ALL PROVISIONS OF THE STATE 8. ALL MEDIAN NOSES ANO fl.ARES SHALL BE PAINTED YEll.OW. PERMffEE SHALL NOTIFY THE CllY ENGINEER. OPERATIONS SHALL NOT RESTART CONSTRUCTION SAFEIY ORDERS. UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORllY FROM THE CllY ENGINEER 9. ALL SIGNS SHAll. BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON TO DO SO. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXlSTING CMWD LINES, UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS A PERMff SHAll. BE OBTAINED FROM THE CMWO OFFICE ANO MUST BE SIGNED 6. ALL OPERATIONS EXCEPT TRAFFIC CONTROL CONDUCTED ON THE SITE OR AND APPROVED BY THE CllY OF CARLSBAD'S DEPUlY CllY ENGINEER AND THE AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR UTILilY OPERATIONS PUBLIC WORKS MANAGER. TU DC-AVAIU y BAS£ OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT 10. SIGN POSTS SHAIJ.. BE SQUARE PERFORATED STEEL BING WITH B""""""'A SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 AM. AND SUNSET EACH DAY, 4. CONSTRUCTION OF RECYCLED WAlER MAINS SHAll. ADHERE TO THE "CRllERIA FOR PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. MONDAY THRU FRIDAY. THE SEPARATION OF WATER MAINS ANO SANITARY SEWERS" PUBLISHED BY THE 11 • WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. TH 7. All. OFF-SITE HAUL ROUTES SHAll. BE SUBMITTED BY THE CONTRACTOR TO THE STANDARD CllY OF CARLSBAD MOUNTING BRACKET WI STRAPS. CllY ENGINEER FOR APPROVAL 1WO FULL WORKING DAYS PRIOR TO BEGINNING OF 5. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH WORK. THE CONTRACTOR SHAll. BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER HAULING. COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.O. FOR 8. THE EXlSTENCE AND LOCATION OF UTILilY STRUCTURES AND FACILITIES SHOWN ON C900. THE CONSTRUCTION PlANS WERE OBTAINED BY A SEARCH OF THE AVAILABI.£ 6. PROTECT All. EXISTING WAlER SERVICES IN PLACE. DAMAGED WAlER SERVICES RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTIUlY SHAIJ.. 8£ RECONSTRUCTED PER CARLSBAD STANDARD DRAWING NUMBERS W-3, FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT W-3A AND W-4 TO THE SATISFACTION OF THE ENGINEER. SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE Pl.ANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 9. UNLESS OTHERWISE INDICATED, SUBSURFACE UTILilY DATA IS DEPICTED TO LEVEL C AS DEFlNED IN •STANDARD GUIOEUNE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILilY DATA• CI/ASCE 38-02. LEVEL C INCLUDES SURVEYING SURFACE UTILilY FEATURES ANO CORRELATING APPLICABLE UTILilY RECORDS TO THE SURVEYED FEATURES. NO POTHOLING HAS BEEN PERFORMED. 10. THE CONTRACTOR SHAU. VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION Pl.ANS If IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 11. SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVAlE" Will. BE VALID. FOR DIG ALERT ID NUMBER CAll. UNDERGROUND SERVICE ALERT TOU. FREE 811 1WO FUU. WORKING DAYS BEFORE YOU DlG. 12. THE CONTRACTOR SHAll. NOTIFY AFFECTED UTILilY COMPANIES (SEE BELOW) AT LEAST 1WO FUU. WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES ANO SHAU. COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E EROSION CONTROL NOTES 1. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHAll. BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. All. NECESSARY MATERIALS SHAU. BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPROARY DEVICES WHEN RAIN IS EMINENT. 2. THE CONTRACTOR SHAll. RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE STATISFACTION OF THE CllY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 3. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CllY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL GRAVEL BAGS SHAll. BE BURLAP lYPE WITH ¾ INCH MINIMUM AGGREGATE. BASIS OF COORDINATES NAO 83 (1999.92 EPOCH) CLSB-098 N 1995002.452' E 6250159.766' V2002 •WV03074• N 1992505.619' E 6256517.394' ABBREVIATIONS APPROX AV ASSY AVE BC BO BVC { GL CLR CML&C CMP CMWD CONC CONST CPLG cso ClV DI DIA DWG £ EA EC a ill EVC EXST FH FLG FT G GB APPROXIMATE AIR RELEASE & VACUUM VALVE ASSEMBLY AVENUE BEGIN CURVE BLOW-OFF BEGIN VERTICAL CURVE CENlERUNE Cl.ASS CLEAR CEMENT-MORTAR LINED AND COATED CORRUGATED METAL PIPE CARLABAD IAUNICIPAL WAlER DISTRICT CONCRETE CONSTRUCT OR CONSTRUCTION COUPLING CARLSBAD STANDARD DRAWING CABLE TELEVISION DUCTILE IRON DIAMETER DRAWlNG ELECTRIC EACH ENO CURVE ilfVATION ELBOW END VERTICAL CURVE EXlSTING ARE HYDRANT Fl.ANGE FEET OR FOOT GAS PACIAC B£ll. TIME WARNER CABLE COX COMMUNICATIONS (800) 422-4133 (800) 660-7343 (800) 892-0123 (760) 438-7741 (760) 806-9809 (760) 434-2980 (760) 438-2722 il£V 338.89' (NGVO 29) RECORD OF SURVEY 17271 il£V 444-.00' (NGVO 29) RECORD OF SURVEY 17271 GV GRADE BREAK GATE VALVE CllY OF CARLSBAD (STREETS AND STORM DRAIN) CllY OF CARLSBAD (SEWER, WAlER &: RECl..AIMED WAlER) 2.5• DlSC IN CURB AT THE SOUTHEAST CORNER OF ORION STREET AND ORION WAY IN FRONT OF ARE STATION. 'l' DISC IN SIDEWALK NORTH SIDE OF PAL<»JAR AIRPORT ROAD 300 FEET WEST OF MELROSE DRIVE. HORIZ HP IE MAR MAX MH MIN MON PE PRC PSI PVC RCP REST R/W RW s SD ST STA STD T TB TP 1YP UNK vc VCP w W/ WM WSP HORIZONTAL HIGH PRESSURE INVERT ilfVATION MANUAL AIR RELEASE MAXIMUM MANHOLE MINIMUM MONUMENT PLAIN END/ PROFESSIONAL ENGINEER POINT OF RE.VERSE CURVE POUNDS PER SQUARE INCH POLYVINYL CHLORIDE REINFORCED CONCRETE PIPE RESTRAINED RIGHT-OF-WAY RECYCLED WAlER SEWER STORM DRAIN STREET STATION STANDARD TELEPHONE THRUST BLOCK TOP lYPICAL UNKNOWN VERTICAL CURVE VITRIFlED CLAY PIPE WAlER WITH WAlER METER/WATER MAIN WELDED STEEL PIPE GA.lE VALVE 2• BLOW-OFF ASSEMBLY 2• MANUAL AIR RELEASE ASSEMBLY 2• AIR VACUUM ASSEMBLY THRUST BLOCK EXST CABLE TELEVISION EXST GAS EXST ELECTRIC EXST IRIGATION EXST SEWER EXST STORM DRAIN £XST TELEPHONE EXST WA 1ER MAIN EXST RECYCLED WA 1ER MAIN EXST STORM DRAIN EXST FIRE HYDRANT EXST WA 1ER SERVICE SURVEY MONUMENT PROPERTY LINE OR RIGHT-OF-WAY • CALl.811 W-16 W-6 W-6 ■ W-7 W-15 & W-19 ---CAlV--- ----G---- ----£---- ---IRR--- ----s---- ----so--- ----r·---- ----w-- ---RW---- --a -------- G-1 x a1 r LP■-• W1P1l•J11111- ATl.EASTTIW>™-YS licRlREVOU DIG w CIT1NG~ING ~iW™~BAD w !IPWH!Ml~AI.ERJ<FWURBNCMECRM. GATEWAY ROAD & INNOVATION WAY RECYCLED WATER PIPELINES BENCJW:IBK CLSB-Q98 il£V 338.89' (NGVO 29) RECORD OF SURV£Y 17271 .ASO>M AECOMUSA_lnc. "AS BUILT" ~~<> ~ ~J ---------APPROVED: \\Ill.JAM EAU~ER -~ Y'~~>-..,;;,..., z RC£___ EXP.___ DATE ~ • ~ ~ --,, IZ·Zd·09 :~,,, ~ r.::::-=~:::-;-------------i----J--J------------------f---t--t--+----l PE: 28176 EXP: 03/31/10 DEPUTY CITY ENGINEER DATE GENERAL NOTES AND LEGEND 2.5• DISC IN CURB AT THE SOUTHEAST CORNER OF ORION STREET AND ORION WAY IN FRONT OF FIRE STATION. DWG, H,\Cansbod\60097809\CAD\Ptaoset\G--01.o,,q USIR o.c..t,,.,n 71/m Coouoy Coort. Suite 200 San Diego, Coifomic, 92111 T 858 268 8080 f AA/1292 7432 www.oecom.com ">.,>e :,';_~,!' REV1£W£1l BY: OATE ~~ CF1= R£\4~0N DESCRIPTION 0= ~::: :: -::L = 8i~~ ~~ I PR~ NO. II ~NO. I INSPECTOR I,' I: ' I ' , V, :::r ([) ([) ..... ~ . 0 -..... (Jll, -, - 0 ~ G') .i::,. O'\ .,::,. 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J\. ~ _, i I~ , ,J ' " I .. \,I , I ' ~ I ~ l-+-+-+-+-+-+-+--t-+-+-+++-+--+-+-+-+-+-t-t-l-l-l-J---,l--l-f-+-l-+-+-+-+-+-+-+-+-+-+-+-+--+--+-+-+-+-+-+-t-l-::-t·H-e<-Jf-f-l-+-t-t-+-+-+-+--t--t--l--l--+--t--+--+--+-+-+--+..-lt-t-t-l--t-H-=;'rl--1-f-t-' 0~--+-t-+-l-t-t--;l--l--f-+-t-t-+-+-+-+-+--t-+--+--+-+-+--+--+-+-+-+-+-+-+-l-l-l-t-tl--1--1-+-t-l ~ 1::;; 2 _. en I vi t;; n.' 91 I _I <-> I 't / V -' Cl::'. t,w I (J) l--+-+-+-+-+-+--+-+-+--l--+--+--+--+--+-+-+-+-+-+-+-+-1-1-t-tr-l--l--+-+--+-+-+-+--+--+-+--t--+--l--+--+--+--+-+-+-+-+-+-+-t-c:i 5 ~ ~' ~ I I Ul ' ,t-.~ ~ '~ N IV '- \, -RW NO. G) ® @ © ® □Zc:=:====-- -----_--rEXST 30" RO, EXST CURB & GUTTER i i EXST ft CL 200 PVC RW --, PER OWG 800-88, SHT 11 . / ~"' ' ~ --~R/W I 'v-EXST 3• PEHP GA;, TEL, ELEC & CN PIPE ALIGNMENT DATA /j, OR BEARING RADIUS LENGTH REMARKS N oo,s•37• E 168.63' PRESSURE Cl 235 (DR 18) t, = os, 4' 45• 310.00' 28.38' PRESSURE Cl 235 (DR 18) N 04'58'09" W 134.98' PRESSURE CL 235 (DR 18) N 85'01'51" E 21.00· PRESSURE CL 235 (DR 18) N 04"58'09" W 27.33' PRESSURE CL 235 (DR 18) i 1+00 / n• vco .... ;:;,, , , ""' 1-1,on ' -' ' ----~ ' . ' 2+00 / ~ ( ROAD-, 1 2+01 v,,. W.= = = I-R l "" l" VER.T· 1~ I F • • Q' .... ,..,, Vl. X ~ uJ 3+00 STA 4+53.00 ff' DI 90' ELL W/ REST. JOINTS & CONC THRUST BLOCK PER CMWD DWG W-15 (BEARING AREA•• 13. 7 SF, W=5.3', H=2. 7') ,-!-' 5· ~-=> ~ X'G:) ~ Li w.-...-. XuJ I ';""''--+-+-+'-"'-r-=-1--+-+-+-+-+-+-+-+--l--l--l--l--+--l--+-+-+-+-+-+-+-l-l-l-l-ll-l-l--l--+-+-+-+-+-+-+-+--i·-J-I w~t~~1\T~-'i,o'~ J Fi3u , ,r-.: ff STA 4+74.78 'L BLOW-OFF PER CMWD DWG W-6 I I I NOTES: 1. ANCHOR BLOCKS AT STA 1 + 11 AND 1 +33 IN WSP DIP SECTION SHALL HAVE THE FOLLOWll'lG DIMENSIONS: A= 18", B 2t', C= 12", D=32" 40 20 oi===;;;;40 BO SCALE IN FEET C-1 ~ CITY OF CARLSBAD ~ ~ ENGINEERING DEPARTMENT ~ GATEWAY ROAD & INNOVATION WAY RECYCLED WATER PIPELINES I .-CALL811 """""'"""""" BEFORE. YOU DIG ,.AS BUILT" STA 1+00to4+80.33-INNOVATIOI\IWAY v, o ~ ' .. ff. 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E: 6252676.92' a:: ffi ..., lO - ELEV: 370.09' ; w"" l a:~ N l ;~~ a. • PIPE ALIGNMENT DAT A (I) °' C',J OWG, H,\~&0097800\Colll\"""'8et\C-o2.<wq llSEk lleCasln1on ..-~ -_J O CO ~ _J ,..... w N Q..-0 -<..> ~ ti 3:: ~ 6 8 ti ~ NO. t,, OR BEARING RADIUS LENGTH REMARKS co z ...., o r:'.l a:: 0 -z r:'.l O f'i"' N 89'30'33" W 369.28' PRESSURE Cl 235 (DR 18) ~ (..) w < z La.J \...!./ wu.>w ,-Oow £2' a:: o a.. (I) (I) <..> >-V> \& t,, = 07'08'04" 2160.00' 268.96' PRESSURE Cl 235 (DR 18) @ N 83'21'23" E 211.76' PRESSURE Cl 235 (DR 18) • •·· • ~II la Cdl IIHllfDIH ... 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OR BEARlNG © ® © • N 83'21'23" E t,. = 4416'22" N 52'22'15" W CAil.611 ATlEASTlWOO,..'i'S BERlllEIWW Kwwllobel._ Cdt •••--1MlEPGROINO~AISU'QFS0UIHEilfllf.MW 21+00 22+00 23+00 PIPE ALIGNMENT DATA RADlUS LENGTH REMARKS 367.30' PRESSURE CL 235 (DR 18) 310.00' 239.54' PR£SSUR£ CL 235 (DR 18) PLAN 102.35' PRESSURE CL 235 (DR 18) SCAL.£: 1 ' = 4-0' "AS BUILT" RCE __ _ EXP----DAlE R£\/IEWED BY: www.oeaxn.com JI INSPECTOR DATE 24+00 25+00 26+00 i 8" PVC RW PIPELINE '--,,... D 4-0 20;:;__o SCA!£ IN F££f C-3 CITY OF CARLSBAD ENGINEERING DEPARTMENT GAKWAY ROAD & INNOVATION WAY RECYCI.ED WATER PIPELINES STA 18+50 to 25+59.19 -GATEWAY ROAD APPROVED: IW.I.JAM ~ljJMMER - ~. t'-;«0; ., /2--?4·tJP PE: 28176 dP: 03/31 /10 DEPUTY CITY ENGINEER DATE O"'-TE tNlTI "L OA TE INITIAL £NQNW<Of\lOia( REVISION DESCRIPTION OlHER Af'PliOVAI. CHY Al'PROVAI. D1,11,j BY: CHKO BY: R~ BY: ll~NO.I PROJECT NO. 5202 ·- ' ,- ' ; ----- I i I I r 7 I i I ! I I i ! : ' i I : ' : I : i I ! 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I ' ' I MORIZ: • •0·1111rrt1 --t-i----i----i---i--+++++++++++++++++++++++++-+-+-+-+-+-+-+-+-+--1--1-+-+-+-i i' --1-----l---l-l M1TH11H------t-1h-t-t-H1--+---t-H-t+t-r+++-+---1 +H-+---+:-+-++-f-+; ++-+-+-+++1 +--HK-1---t-W+-+-W;-+----+--+Jl-i: _j___j__LJ~fRf-~r-~·-· H-t----t-H--t---t-t-r-++-H-++-H-t+t-H1++H-+-+f----1-+-++-l-+--1----l------l-------+-1--+--HW--1---l--W-i...--l.-i1 ---1.-Ll-1 i i I \ \ I I I .. --.1..--EXST CURB & Gl/TTER PIPE ALIGNMENT DATA NO. l!· OR BEARING -RADIUS LENGTH REM-ARKS <D -N 10'23'49• W -280.88' PRESSURE Cl 235 (DR 18) N 34"36'11• E 59.35' PRESSURE Cl 235 (DR 18) 64.30' PRESSURE Cl 235 (DR t8) • DWGe Hc\Cn,t,bod\MO!l7!11!!1\CA!I\P-....t',C-04.dwq usrn, DeC,,sboJ1 40 20 30+00 31+00 _ .. _ _ ~REMOVE.12 LF_(MIN) or EXST_ 8" CL_ 200 PVC RW AND CONNECT NEW 8" PVC RW. SEE CMWD DWG W-34 FOR DIP SECTION REQUIREMENTS. 0===~40 80 -PLAN nu: IN FEET 32+00 33+00 SfA 33+82.79 '1' AVA PER CMWD W-7 SfA 33+90.80 a" CN PER CMWD W-16 NOTES: 1. DISCONNECT EXST a" PVC PIPE SOlfTH OF 8" x 8" x 8" TEE AT CONNECTION WITT-I Hl" RW IN PALOMAR AIRPORT RD AND INSTALL BLIND Fl.ANGE ON SOlfTH RUN OF TEE. ABANDON EXSf 8" PVC PIPE SOlfTH OF TEE IN PLACE WTil-1 3' LONG CONCRCTE PLUG. 2. ANCHOR BLOCKS AT SfA 29+99 AND 30+09 IN WSP DIP SECTION SHALL HAVE THE FOLLOWING DIMENSIONS: A=18", 8=22", C=12", 0=32" C4 ~ CITY OF CARLSBAD ~ -~ ENGINEERING DEPARTMENT ~ GATEWAY ROAD & INNOVATION WAY RECYCLED WATER PIPELINES STA 29+88 to 33+92.53 -GATEWAY ROAD ' . I --.; -. - ---------------------------------. --------------------------------- . ... ~'1,r!."' . '!fl 1$ .;;; .. f<:.i $/. • 11+0(} ••. -1' • SUBSURFACE UTILITY DATA DEPICTED TO LEVEL 0 (RECORD INFORMATION FROM CITY Of CARLSBAD DWG 400--aE, SHT 3 ONLY) PER "sTANDARD GUIDELINE FOR THE COLLECTION ANO DEPICTION Of EXISTING SUBSURFACE UTIUlY DATA• CI/ASCE 38-02. EXST 8" PVC CL 200 RW PIP£-✓, 10' MIN REMOVE & DISPOSE AFTER PRESSURE TESTING -'"T; .... ~ _.,f"' . ~L / ., . / ' . ,--r-\---l-----✓-I ' I . . I <:l ,,r::. _., _., ., I ., " I ENO CAP WITH OUTLET ,. _.,,:,. . · I : AND THRUST BLOCK /. J 1.P.ER CMWD .OWG W-15- _., I FOR AWNG, _., 1 : DISINFECTING ANO . r-'.""D PVC PRESSURE CL 235 (DR 18) RW PIPE OR 8" WSP DIP SECTION PER CMWD DWG W-34 : I. TESTING -----t---t-,---L. i--+iC I I .)'-11------------1 I I I : 4 I I " .1 .. ~ "'l I I ' I . . '3 ', I ., · IITI" .J_ ___ ~ ~ .. I I NOTES: ll/W- EXST ENO CAP W/ THRUST BLOCK~ EXST BLOW-v..r, ASSEMBLY----' ""I It 1. SEE PLAN & PROALE FOR CONFIGURATION ANO DIRECTIONAL ORJENTATION. ABANDON IN PLACE ---~ APPROX 172 LF Of EXST 8" CL 200 PVC RW PIPE SEE NOTE 1 -... -, .. 2" MAR PER CMWD DWG W-6 --·-8" RW ABANDONMENT IN El FUERTE ST PLAN NO SCALE CONSTRUCTION SEQUENCE EXST 8" Cl 200 PVC RW PER DWG 400-8£. SHT 3, TO REMAIN IN SERVICE THE FOLLOWING IS A SUGGESTED CONSTRUCTION SEQUENCE FOR THE PROJECT. CONTRACTOR MAY SUBMIT AN ALTERNATE SEQUENCE FOR CONSIDERATION DURING CONSTRUCTION. CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION WITHOUT AN APPROVED SEQUENCING PLAN. NOTE PHASES A, B, AND C CAN BE PERFORMED IN ANY ORDER. PHASE A -WESTERN SEGMENTS STEP A 1: CONSTRUCT NEW 8" PVC RW PIPE BETWEEN STA 1 +06 ANO STA 4+66 ON INNOVATION WAY (SEE DWG C-1) AND BETWEEN STA 10+o7 ANO STA 25+49.19 ON GATEWAY ROAD (SEE DWG C-2). INSTAil. NEW GATE VALVE AT STA 19+68 IN CLOSED POSITION. STEP A2: FILL, PRESSURE TEST, FLUSH, AND DlSNIFECT NEW 8" RW PIPES. DEWATER NEW PIPES AFTER ACCEPTANCE. STEP ~: FOR CONNECTION AT STA 4+80.33, OBTAIN SHUTDOWN PERMlT IN ADVANCE FROM CMWO OPERATIONS DEPT FOR EXST 27" STl RW PIPE IN PALOMAR AIRPORT ROAD. STEP A4: AFTER CMWO ISOLATES ANO OEPRESSURIZES, CONTRACTOR SHALL DEWATER EXST 27" STl RW PIPE. STEP AS: CHIP BACK MORTAR COATING ANO cur CONNECTION INTO 27" PIPE. INSTAil. 8" OUTLET REPAIR MORTAR WITH REINFORCING SADDLE ANO GATE VALVE IN CLOSED POSITION ANO COATING. INSTAil. NEW 8" PVC PIPE ANO 2" BLOW-OFF ASSEMBLY ANO PVC PIPE INSTALLED UNDER STEP A1 WITH PVC REPAIR COUPLING. CONNECT TO 8" STEP A6: STEP A7: STEP M3: STEP MJ: STEP A10: STEP A11: STEP A12: REPRESSURIZE 27" RW PIPE IN PALOMAR AIRPORT ROAD. FOR CONNECTIONS AT STA 1 +oO AND STA 10+00, OBTAIN SHUTDOWN PERMIT FROM CMWO OPERATIONS DEPT FOR EXST 8" PVC RW PIPE IN INNOVATION WAY AND EXST 30" STL RW PIPE IN GATEWAY ROAD. AFTER CMWD ISOLATES ANO DEPRESSURJZES PIPES, CONTRACTOR SHALL DEWATER EXST 8" PVC ANO 30" STL RW PIPES. AT STA 10+oo, CUT EXST 8" PIPE AND REMOVE AND DlSPOSE OF PIPE ANO FLANGE COUPLING ADAPTER. REMOVE AND SALVAGE EXST 8" GATE VALVE. INSTAil. BLIND FLANGE ON EXST 8" OUTLET. REMOVE NEW END CAP ASSEMBLY ANO D£AD ENO THRUST BLOCK AND INSTAil. 8" PVC CLOSURE PIECE, INCLUDING 90" BEND AND THRUST BLOCK, WITH PVC REPAIR COUPLINGS. USE RAPID SET CEMENT FOR THRUST BLOCK AND DO NO ENERGIZE UNTIL CONCRETE HAS CURED FOR AT LEAST 2 HOURS. REPRESSURIZE EXST JfJ" STl RW IN GATEWAY ROAD. AT STA 1 +oo, REMOVE EXISTING AND NEW END CAP ASSEMBLIES AND D£AD END THRUST BLOCKS AND INSTALL 8" PVC CLOSURE PIECE WITH PVC REPAIR COUPLING AND FLANGE COUPLING ADAPTER. REPRESSURIZE EXST AND NEW 8" PVC RW PIPE IN INNOVATION WAY ANO NEW 8" PVC RW PIPE IN GATEWAY ROAD. PHASE B -EASTERN SEGMENTS STEP 81: STEP 82: STEP 83: STEP 84: CONSTRUCT NEW 8" PVC RW PIPE BETWEEN STA 29+94 AND STA 33+76.53 IN GATEWAY ROAD AND PALOMAR AIRPORT ROAD (SEE DWG C-4). FILL, PRESSURE TEST, FLUSH, AND DISINFECT NEW 8" RW PIPE. DEWATER NEW PIPE AFTER ACCEPTANCE. FOR CONNECTION AT STA 33+93, OBTAIN SHUTDOWN PERMIT IN ADVANCE FROM CMWD OPERATIONS DEPT FOR EXST 16" AC RW PIPE IN PALOMAR AIRPORT ROAD. AFTER CMWO ISOLATES AND DEPRESSURIZES, CONTRACTOR SHALL DEWATER EXST 16' AC RW PIPE. A=COM ~~ "AS BUILT" Kl. ::&11.cllal-. ca'": , ........... CAl.l.811 AT LEAST TWO ~VS llEFOREYW DIG •Nla:tilU'tll~iM.ERTQ=~~ AECOM USA. Inc. 7BiJ7 C.OIIO)' Court, Suite 200 Son Diego, Colifomio 92111 T 85B268RfW1 F 11511.292.7'4-32 www.oecom.com •(:· -RCE EXP. DATE [) Y"" y ·-~ --"' \.l Exp. UH0-10 ; REVIEWED BY: -r.,.~ c,v,'-~.,. .,,._"'° CAL' 0A1E INITIAL INSPECTOR DATE ENGililR Of IIORI( CONNECTIONS AT STA 1+00, 25+59.19, & 29+88 2. SEE CONSTRUCTION SEQUENCE THIS SHEET. DETAIL SCAI.£: 3/4" =1 '-d' STEP 85: STEP 86: STEP 87: STEP B8: STEP B9: STEP 810: STEP 811: STEP B12: STEP B13: STEP 814: REMOVE AND DISPOSE Of 16" AC PIPE PER TECHNICAL SPEC SECTION 01101. INSTALL NEW 16" PVC PIPE ANO 01 TEE WITH a• GATE VALVE IN CLOSED POSITION USING TRANSITION COUPLINGS. POUR THRUST BLOCK. INSTAil. 8" Dl ANO PVC PIPE, FITTINGS. AND 2" AIR VALVE. CONNECT TO NEW 8" PVC WITH EBBA IRON RESTRAINED 3800 MEGA-COUPLING. REPRESSURIZE EXST 16" AC PIPE IN PALOMAR AIRPORT ROAD ONCE THRUST BLOCK HAS ADEQUATE STRENGTH. FOR ABANDONMENT Of ABOVE GROUND DISCONNECT STRUCTURE AT GATEWAY ROAD AND a FUERTE ANO CONNECTION AT STA 29+88, OBTAIN SHUTDOWN PERMIT FROM CMWO OPERATIONS DEPT FOR EXST 8" PVC RW AND EXST 12" PVC WTR GATEWAY ROAD. AFTER CMWD ISOLATES AND DEPRESSURIZES, CONTRACTOR SHALL DEWATER EXST 8" PVC RW AND EXST 12" PVC WTR PIPES. PERFORM ABANDONMENT OF ABOVE GROUND DISCONNECT STRUCTURE PER DWG C-7. REPRESSURIZE EXST 12" WTR PIPE IN GATEWAY ROAD. AT STA 29+88, REMOVE EXST AND NEW END CAP ASSEMBLIES, D£AD ENO THRUST BLOCKS. ANO PORTION Of EXST PVC RW PIPE. INSTAil. PVC CLOSURE PIECE WITH PVC REPAIR COUPLING ANO FLANGE COUPLING ADAPTER. AT STA 25+59.19, REMOVE EXST AND NEW END CAP ASSEMBLIES AND D£AD END THRUST BLOCKS AND INSTAil. 8" PVC CLOSURE PIECE WITH PVC REPAIR COUPLINGS. REPRESSURIZE EXST ANO NEW 8" RW PIPES IN GATEWAY ROAD. OPEN VALVE AT 19+68. PHASE C -ABANDONMENT IN EL FUERTE STEP C1: STEP C2: STEP C3: REVISION DESCRIPTION PERFORM PHASE C WORK AT ANY TIME DUING THE PROJECT. OBTAIN SHUTDOWN PERMIT FROM CMWD OPERATIONS DEPT FOR EXST 8" PVC RW IN a FUERTE. PERFORM ABANOOMENT OF PIPE AND INSTALL 2" MAR PER PLANS. C-5 REPRESURIZE EXST 8" PIPE. I '"17ET I CITY OF CARLSBAD w ENGINEERING DEPARlMENT 5 GATEWAY ROAD &: INNOVATION WAY RECYCLED WATER PIPELINES ABANDONMENT PLAN AND CONNECTION DETAILS APP~~WAM E. ~ -./~~ -e.: '"--4 .... -~~ t2.-'Zl6. t8 PE: 28176 EXP: 03/31/10 DEPUTY CITY ENGINEER DAI£ D..i. BY: 1~ I PROJECT NO. I DRA~NG NO. OAlE INITIAL OAlE INITIAL CHKD BY: 5202 464-3 RVWD BY: OlliER APPROVAL CllY APPROVAL DWG; tt\eon.ood\60097509\CAD\Planset\C--05.dwq USER: 0.C.stroJ1 ~~--' . • • -. ----- . ( -•• .. PI.C PRf5:iURE Cl. J 235 (DR 18) RW PIPE 'i' BLOW-oFF ASSEMBLY PER CMWD DWG W-6 __j I , I I -I C •I i. 6'-0" ,.,.,1---------+----i ~ r--~-~7 ~ 8" RESILIENT WEDGE i\: ,::\:ii SC-j ... .,: GATE VALVE, FLG x FLG r···: I •·: ::i ln PER CMWD DWG W-16-• t ·' :'.•1 r··· ·'··"J I I ,.,,..-EXST ABANDONED 21' I :I' CML&C STL RW PIPE k i 1/. I :I ~;;;-,t .:/:] ...... _.,,,, ,~_;,,,., CONNECTION AT STA 4+80.33 INNOVATION WAY & PALOMAR AIRPORT ROAD DETAIL SCALE: 1 /2" = 1 • -o· GD NOTE: SEE DWG C-5 FOR CONSTRUCTION SEQUENCE. 16" x 16" x a· DI TEE STA 33+92.53 m m ! 1 ! ...---711 I I I 1:---l...._..,,,;--, /---------.. ( 111 I 111 _,.. __,,, \I \ 1111111 _/ ----Ill ♦ Ill---'-------- I \ 111 I 111 EXST 30" CML&TC STL RW I \ I I 1111111 I I \ I \ I ~--_j 11 I 11 L ____________ ....,_,. I w w W / THRUST BLOCK PER CMWO OWG W-15 (BEARING AAEA=9.7 SF, W=4.4', H=2.2') ---.... l __ ....::.6_' =Ml-i:::N::::S:-'-PO:c-:Oc-=L:::.P-"IE""C=-E __ 1 (1YP OF 2) PVC TO AC PIPE TRANSITION COUPLING AT NEAREST JOINT ALONG EXST 16" AC PIPE (lYP Of 2) ,-----------7,i",-----------~'--....... -·-'7'-_,.-1-------------,,.---/-·----------- --.'.,.___EXST __ 16_"_Af:._P_IPE_ i--+j--+--1_6" PVC PRESSU_R_E __ -411---,---V---ttt -16" PVf. PRESSURE ---f-<+-1 -EX_S_T_1_6"_A~ PIPE l ( ) '-'-------------1.....!L!.....I----------~ CL 235 (DR 18) PIPE CL 235 (DR 18) PIPE ( J Lr' 'ii) I '\. N / I VERT \ r ANGLE PT a ft DI PIPE SPOOL_/ (FLG x FLG) \ 8" PVC PRESSURE CL 235 (DR 18)J CONNECTION AT STA 33+92.53 GATEWAY ROAD & PALOMAR AIRPORT ROAD r ),- I .... 1"- I ~- 1-..d. t-----------L...!.!.._J---·-- -----_ _,v f1' RESILIENT WEDGE GATE VALVE, FLG x FLG PER CMWD owe W-16 ft 45' DI FLG x FLG VERT ELBOW 8" RESTRAINED FLG CPLG ADAPTER NOTE: SEE OWG C-5 FOR CONSTRUCTION SEQUENCE. Vr33+82.79 -2" AVA PER CMWD DWG w-1 STA 33+76.53 ' CONNECT WITH e;' RESTRAINED E8AA IRON 3800 MEGA-COUPLING DETAIL --II SCAI..E: 1 /2" = 1 '-o· DWG: H:\C.11sboci\60097009\00\Plonsel\c-o6.dMl IJSfll: iloCoslroJ1 AECOM USA, Inc. 7B07 Com,,y Cwrt, Suite 200 Sun Diego, Colifomio 92111 T R58 268 8080 f 658 292 7,t.J.2 ~ www.oeoom.com '° j 0 "' -H NOTE: -e;' PVC PRESSURE CL 235 (DR 18) PIPE SEE OWG C-5 FOR CONSTRUCTION SEQUENCE. 8" 90" DI BEND W/ THRUST BLOCK PER CMWD owe W-15 (BEARING AAEA=15.9 SF, W=-5..7', H 2.9') USE RAPID SET CEMENT MIX FOR THRUST BLOCK -, ~ .. l 'i---i-1ro· PVC PRESSURE Cl 235 ~----(DR 18) CLOSURE PIECE (CUT TO AT) ~~ C~____._-----.-.,.,.-~ ' t-,--...---___________ .j.._11-1---. _...,..<. R.Hl---------+ ....... ,IJ.j,-------, :-1 STA 10+oo ·1--~--------+-+--- • PROVIDE 8" DI CL 150 BLIND FLANGE ON EXST OUTLET '° I 0 N -ti ~a• PVC REPAIR COUPLING (1YP OF 2) I I m m I I CONNECTION AT STA 10+00 INNOVATION WAY & GATEWAY ROAD (------7:: : ::r-::=rr-7-,.--------,1 \ 1111111 ; -~-111+111--~------,..-·--~ I \ 111 I 111 EXST 30" CML&TC STL RW I \ I I I I I I 11 I I I DETAIL \ I \ I '-'---_j 11 I 11 L ____________ ....,_,. w w SCALE: 1 /2" = 1 '-o· C-6 IT] CIT1NG1£!NG~E~J~BAD w GATEWAY ROAD & INNOVAllON WAY RECYCillJ WATER PIPEl.JNES CONNECTION DETAILS 1 1~· --------- I V, 0 g-~ (I) G') ..... co 0 .j:>, -O'I ,_. .s:,.. f V1 w ' I I I Pl.ANNING AREA 5 LOT 6 j -~:.:. --. --~ -co Ml' ~)/'.' ;ffj' .. ~ a _ \4;--" __ j_ffiiJG;t\ . R/W PLAN NO SCALE ±43'-6" f 1 ~{~ ~1~) 1 1 1 I 1 1 1 : 1 10·-o· : 1 : 19•-o· : : 1 ~-----------------~i-r-___J' 1 I INSTALL 3' CONC I I ='= 1 1 1 - NOTE: 1. SUBSURFACE UTILITY DATA DEPICTED TO LEVEL D (RECORD INFORMATION FROM CITY OF CARLSBAD DWG 400-8B, SKT 9 ONLY) PER THE "STANDARD GUIDEUNE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA" CI/ASCE 38-02. • CURB &: GUTTER·--1----n • ·:. <( I • 5' SIDEWALK : I PLUG : I ---: ABANDON EXST 8" , i 1-: -!ff.:'~ 'f.1-'-=-. -~-~--·~ ... -VE.._._&:_."'",. ..... "'""--- - ---__ ::_ -: , f:: _ ----7 f i -::_ -------_-1-= = = = t-r---~-M_OVE_S_E_~-ST---=1-1'',.,~.,,i-'N.wlt>.~ ~:c;,,:r-;v, I I DISPOSE EXST 8" I 8" STl PIPE.---L; I I GI/ &: INSTALL I : : BLIND FLG ON TEE : I I I ! I v-EXST 8" PVC RW ! . 1 1 1 I I I · I I I ~ I I I I • : : /! : I I EXST 8" PVC SWR _/ ; I · ~-· I -·· · -·· ···· -r· ·r -,, ... Ill 111 ~tj ~fj t GATEWAY ROAD • I I ·._· 'c:L J=i • , 7 1 1 REMOVE&: DISPOSE EXST 8" GI/&: INSTALL BLIND FLG ON TEE - -r----r--lNSTAl:t:-3'- I I CONC PLUG 1 1 ABOVE GROUND DISCONNECT STRUCTURE ABANDONMENT EXST 11.' PVC WTR DETAIL 2 SCALE: 1 /2" = 1 '-Ci CIIIIM&e;11111t11J. CAll81f ATlEASTT'AOO\'IS BEFORE YOU DIG. - tlNDER6AOOHOSERVICEALERT Of SOlfHRMC'AUFOIIM: AECOM USA. Inc. 7807 eon.., Court, Sam, 200 Son Diego. C<Jl~ornio 92111 T 858.268.8060 f 858.2927"32 www.aecom.com • EXST SIDEWALK JOINTS ----------- ABANDON C --EXST-8"-STI:--- - - WTR IN PLACE -------- "/JS BUILT" RCE___ EXP. __ _ REVIEWED ElY: OWG: H:\Carlsbad\60097809\CA!l\P'°"""'\C-07.dw'I t1SER: DeeaslrnJI 2" GRIND &: OVERLAY TRENCH RESURFACING SEE CARLSBAD DWG GS-25~ { PIPE I ~ " TRENCH WIDTH "W' 1=. EXISTING AC PAVEMENT -...,. "1---'---'----'---5-1 .... (.) 1 ... EXISTING BASE MATERIAL IL. L. ~ PIPE BASE ♦ t 0 0 • t . u C, ' 1 • a MAX ALLOWABLE SLOPE OF EXCAVATION PER CAL/OSHA REQUIREMENTS ' t -" • t ~T 1 7T-:-c-z-·7-;;--::;:--~hL-MARKING TAPE PER CARLSBAD SPEC · t SECTION 15000 AND THE APPROVED . . .-.. MATERIALS LIST BACKFILL MID ZONE WITH NATIVE EARTH BACKFILL OR IMPORTED MATERIAL . -;_ -. t'"""-:--,--j---BELL :, • ·-••j..··.,:_ .• -f-___ IMPORTED SAND PIPE OD f, MIN g• MAX PIPE BEDDING & TRENCH BACKFILL FOR WATER MAINS 8" FLGxFLG STl 90" ELBOW (lYP) REMOVE &: DISPOSE EXST 4'x8'x4" CONC PAD TO A POINT IN LINE WITH SIDEWALK JOINTS. INSTALL NEW CONC TO SAME LIMITS AFTER PIPE REMOVAL 1-,..--R/W-------- DATE DETAIL NO SCALE REMOVE &: DISPOSE ABOVE GROUND PIPING & BELOW GROUND RISERS TO ELBOWS • 0 I "' TACK WELD 13.44" DIA, 0.25" THICK STEEL PLATE TO EXST FLANGE (lYP OF 2)----~~ 6'-o" EXST 8" VICTAUUC COUPLING EXST 8" STl PIPE lYP EXST 8" FLGxFLG STl 90" ELBOW (lYP) REMOVE, DISPOSE, & RECONSTRUCT PORTION OF EXST ..I. 4'x8'x4" CONC PAD. ) ~~ SEE PLAN ~g,2; ""--EXST 8" FLGxFLG STl 90" ELBOW W/ 8" FLGxPJ ADAPTERS (lYP) -----,.s-E--C~T ...... 10 ....... N~. ---m--A_----------------...... ---- sCAtE: 1/2"=1'-Ci \.:_J W crric,~!Nc ~E~™~BAD ~ GATEWAY ROAD & INNOVATION WAY RECYCLED WATER PIPELINES MISCELLANEOUS DETAILS DAl£ INITull. DATE t>IITull DATE IMllAl ENGW,EEl< ~,-------REV!SION-DESCRIP:nON-----'----t-=:==-=--=:-:---t---'-----''-1 DATE = =0 011-!ER APPROVAL ctTY APl'ROVAL 7 ' T SIGNAGE NOTES 1. AT LEAST ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAlmENANCE OR TRAmc CONTROL DEVICES ON ALL NIGHT LANE CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED AS SPECIFIED IN THE SPECIFICATIONS. 3. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES OF ALL MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES. 4. A G20-2 "END ROAD WORK" SIGN SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE END OF ROAD WORK AREA IS OBVIOUS, OR ENDS WITHIN A LARGER PROJECT LIMITS. 5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAFFIC CONES 01-( Fii lED WITH 13" REFLECTIVE SLEEVES. 6. FLASHING ARROW SIGNS SHALL BE USED PER THE CALIFORNIA MANUAL ON UNIFORM TRAmc CONTROL DEVICES (F'HWA'S MUTCD 2003 REVISION1, AS AMENDED FOR USE IN CALIFORNIA). SILENT 1YPE SHALL BE USED IN RESIDENTIAL AREAS. 7. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER OR TANGENT SHALL BE APPROXIMATE AS SHOWN IN TABLE 1. 8. ADDmONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAmc QUEUES DEVELOP. FLAGGER STATIONS FOR WORK AT NIGHT SHALL BE ILLUMINATES AS NOTED IN SECTION 6G.20 OF THE MUTCD. 9. PLACE C30(CA) "LANE CLOSED" SIGN AT 500'-1000' INTERVALS THROUGHOUT EXTENDED WORK AREAS. 10. All REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A WEEKEND OR HOLIDAY SHALL BE POST MOUNTED USING SQUARE PERFORATED STEEL TUBrNG WITH BREAKAWAY BASE PER SDRSD M-45. 11. CONSTRUCTION AREA TRAmC CONTROL DEVICES SHALL MEET THE PROVISIONS OF SECTION 12 OF THE MOST RECENT EDmON OF THE CALTRANS STANDARD SPECIFICATIONS. £. ~ .$' .2r -I ~ +-+ ..... ® -----~Y-. ,,, !CMSI Ef!I ~): )(- W/41 I I I I I -------------- LEGEND GRAPHIC SYMBOLS TO SHOW FLOW OF TRAFTIC NOT A PAVEMENT MARKING EXISTING PAVEMENT ARROW MARKINGS TEMP. PAVEMENT ARROW MARKING SIGN (ONE POST) EXISTING SIGN TYPE Ill BARRICADE SIGN ON 1YPE nI BARRICADE (SEE DETAIL • A") EXISTING TRAmc SIGNAL PORTABLE TUBULAR DEUNEATORS OR CONES FLASHING BEACON CHANGEABLE MESSAGE SIGN FLASHING ARROW SIGN PEDESTRIAN RAILING OR FENCE WORK ZONE TEMP RAR.ING (TYPE ABSORB 350) can1aa..,;w• CAI.L81f KrLEASTlWOMVS flEFOREYOODIG ltlOEffl3ROONOSBM:;E.AlERT OF SCllffllmfrJ.tR'IRNk OWG: H:\Carlsbod\50097809\CAD\Plonset\C'l'-01.dwq USER: DeCaslroJ1 AECOM~ Inc. 7f!IJ7 Convoy Court, Suite 200 Son Diogo. Qrlifomia 92111 T !!58.268.l!O!lO F 858.292.7432 -.necorn.corn TRAFFIC CONTROL NOTES: 1. WORK HOURS TO BE RESTRICTED TO 8:30 AM TO 3:30 PM MONDAY THROUGH FRIDAY, UNLESS APPROVED OTHERWISE. 2. PEDESTRIAN CONTROLS Wft.l BE PROVIDED AS SHOWN. 3. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTALLED AND MAINTAINED TO THE SATISFACTION OF THE CITY ENGINEER. 4. TEMPORARY "No PARKING/mW AWAY-SIGNS STATING THE DATE ANY TIME OF PROHIBmON Will BE POSTED 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT (760) 931-2197 TO VALIDATE POSTING. 5. ACCESS Will BE MAINTAINED TO All DRIVEWAYS UNLESS OTHER ARRANGEMEITTS ARE MADE. 6. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON-WORK HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY WHEN SPECIFICALLY SHOWN ON THE APPROVED TRAFFIC CONTROL PLAN. PLATES SHALL HAVE CLEATS AND COLD MIX AT THE EDGES AS APPROVED BY THE CITY INSPECTOR. 7. EXISTING STRIPING, CROSSWALKS, LEGENDS AND/OR PAVEMENT MARKERS SHALL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK THAT DISTURBS NORMAL TRAmc SIGNAL TIMING OPERATIONS SHALL BE COORDINATED WITH THE CITY OF CARLSBAD. CONTACT STREETS DMSION AT. (760) 434-2937 72 HOURS PRIOR TO COMMENCING WORK. 9. TRAmc SIGNALS SHALL REMAIN FULLY ACTUATED AT All TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. IF TRAmc SIGNAL LOOP DETECTORS ARE RENDERED INOPERATIVE BY THE PROPOSED WORK, VIDEO DETECTION SHALL BE USED TO PROVIDE ACTUATION. 10. FLAGGERS SHALL BE EQUIPPED WITH A WHITE HARD HAT, AN ORANGE VEST, AND A "STOP/SLOW" PADDLE ON A 5' STAFF. 11. ALL TRAmc CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS A PER WEEK, THE CONTRACTOR. 12. All TRAmc CONTROL SHALL BE IN ACCORDANCE WITH THE CALIFORNIA MANUAL ON UNIFORM TRAmc CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION1 AS AMENDED FOR USE IN CALIFORNIA). 13. TRAmc 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 OR COVERED WHEN NOT IN USE. 15. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO INSURE PUBLIC SAFETY. 16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED WITH NORTH COUNTY TRANSIT DISTRICT. CONTRACTOR SHALL CALL NCTD AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK. 17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAmc CONTROL ON MAJOR AND PRIME ARTERIALS, UNLESS OTHERWISE APPROVED. THESE SIGNS SHALL BE SHOWN ON THE TRAFFIC CONTROL PLAN. "AS BUtLT" RCE __ _ EXP. __ _ DATE REVIEWED BY, VARIABLE WIDTH PER MUTCD DETAIL "A" lYPrCAL SrGN ATTACHMENT TO TYPE Hr BARRICADE N.T.S. ♦-M4-10 (48"X18") OR SIGN NOTED ON THE PLANS RffiECTORIZED RAILS CT-1 1 SHEET r CITY OF CARLSBAD ~5 10 ENGINEERING DEPARTMENT ~ GATEWAY ROAD & NNOVATION WAY RECYCt.ED WATER PIPELINES TRAFFIC CONTROL NOTESANDDETAILS f--:D::-:AlE::c--1-::::,NlllAL::c:c-f------------------J---+--lf---i----l OWN BY: RR c___D_AlE'-'_IN_ITI-'ALc.+..cO_;_AlE.:._c_lN_ITI..._:AL'--1 CHKD BY: AC PROJECT NO. DRAWING 1110. INSPECTOR DATE REVfSION DESCRIPTION ~ ENGINEER OF WORK OlHER APPROVAL CtlY APPROVAL RVWO BY: OS 5202 464-3 ·~ - -- ' ----------------- M4-10L &: SIGN •A• M4-10L &: SIGN •A•~ _, I p,r,.l.OMAR ,r,.1RPOITT M4-10L & SIGN •A• SC3 &: SIGN .A. GATEWAY SC3 &: SIGN •A• I ... ~ --STRECT z CLOSURE 0 < .I..._ e, ---....._M4-8o :z :z 0:: 0 ,._ (,/) RD LEGEND ----DIRECTION OF DCTOUR TRAmc 72• X JQ• INNOVATION 6" CAPS WAY W2 I I ! I 0-3-/) I/ i I I I I I I I \ .. MATCHLINE - B I I I C30(CA} I I I-<f) I w R3-7R\ I • ,l I I I I I 3;: +~ w ~ CLOSE LANE PER CALTRANS 0::: STD PLAN T12 w i'.5 TOWN GARDEN RD RD pr,.~r,.Q\St. SIGN "A" NT S ,m~f~, I ~1~ I I ,I ::..:: 0 0:: 0 ~ w ;:;; f- c5 z N ;:; r;:l _, 0 <C DETOUR MAP I ,, I I I I I : I I i t _. I ~~~ t C30{CA) I I NO SCALE MATCHLINE - B • 1------------1< .... --,.,. :.: "'-'"' iJ, L 150) ---------------------------------------------------------------------------~ -M4-9L ________ --_____ --_ ---- -------------_ -----_ ----_________________ ------- - - --- - --- - - --- --------11-2 PALOMAR AIRPORT -M4-9R -------I .... R3-2 &: SC3(CA)...,: W - - -z rl';::::::=--=-===--==-==I-' __ W_20-_1_ W20-5(2-RT) 220' 500' 500' 500' 500' 660' TAPER \,----1--' \ NOTES Tms SHEET: 1. SEE GENERAL NOTES ON CT-1. 2. DETOUR TO BE IN EITTCT DURING TIMES APPROVED BY THE RESIDENT ENGINEER. 3. COVER ALL EXISTING SIGNS IN CONfl.lCT WITH DETOUR SIGNAGE. 4. COVER DETOUR SIGNAGE DURING NON-WORK HOURS. • 220· 120' GAP FOR RIGHT TURNS 330' TANGENT 660' TAPER 495' 500' 500' ---.... -...... _ .... ----- 40' TAPER @ 10:1 126' TEMP RAILING (TYPE ABSORB 350} R9-3o R9-11 - .P I I , I , --------1:c ______ () 5' MIN ROAD 1-- --------<( • TEMP FENCING PROPOSED PIPELINE R3-2 -:::!: CLOSE PER CALTRANS I STD PLAN T12 I C30(CA} &: M4-9R 100' Fl.ARE -------------wzo-1-- I C30(CA} R3-5(R) CALL811 ---- -------- ---------- = = PALOMAR ~IRf>ORTRo ------- -------------------------------------- ----- -~ ---?i' ------------ ------40 20~~0 40 SCALE IN Fill I I I I W20-1 I 80 I SH1E1ET I CITY OF CARLSBAD ~5 • ENGINEERING DEPARTMENT ~ GA TEl'IAY ROAD & INNOVA T!ON WAY RECYCLED WATER PIPELINES TRAFFIC CONTROL PLAN-STAGE 1 "AS BUILT" PALOMAR AIRPORT ROAD AT &~ _-__ --~--_ , _ _ _ __ _ _______ .-_ _ AP~?o~~~~~;~-'!~~ST I INNOVAT~ON WAY AECOM US\ Inc. !ii~) RCE___ EXP.___ DATE 1-----+---'--+------------------1--+----+---+----I ...-et.~-d: I":. 2°Z,d.17 ■1.,. -• .'JIii AT.=wz:."" ?BO? Convoy Court;. SUila 200 '\w.: a. J;/ PE: 28176 EXP: 03/31 /10 DEPUTY CITY ENGINEER DATE / b I San IY-, C<lliforni<t 92111 "<r"&p. O!l-:lO-IO st, r,R;;;:EVl::;EW:;:;;:;:ED;--;BY::;:-------------J~--1---1------------------1----f----f-----l-----l ~~~::::::::::::;;;;=:::';=::=.=::=:::==::::'::=:;;:=::::::::==:===: \ I , I I I ---; 111:wa sl'lll's L L:t. T 858.268.BOBO F 8511.292.7432 µl(-,.~ t'fv1 ~ _,,;,.'... _ DWN BY: RR I PROJECT NO. I DRAl'ANG NO. ~~7!_,_.... www.oeeom.com I ~ ~ .,,.~if'>:-. ---------OAlE INITlAL REVISfOt'-1 DESCRIPTION OAlE INITIAL OAlE INtllAL CHKD BY: AC -5202 -464-3 __ --------------~~==========·=~~=-;;;;==Lll~NS~PE~Cl!:TO!R ..... ==-=====~DA~JE~d~Ell;:G1N~EER~OF'::;_:WORK:'.._J;....================-J..'.-o:.:.:;TH:::;rn:.;AP::;:PR;:o:::zv•:'.:.LJ.._.;:CITY:.::..::AF'P;:R:::;r;r.l:AL;_1.:R=:VWD=::B::Y:::: :=::Os=~=:=:=:=:=:=:::'..::--::-=-=-=-=-=-=-' J __________________ _ DW!l: H:\C-.,bbad\6009?809\00)\-..t\CT-02.dwQ USER: DeCmtrJ,J1 SC3 & SIGN "A" M4-10L & SIGN "A" / PALOMAR AIRPORT E5 ><'. g I • ➔ RD ~ --._STREET ::---M4 1 OL & CLOSURE SfGN "A" 6 SC3 & SIGN "A" .\ ~ ....__M4-8o \ GATEWAY\ ~ l M4-1 OL & SfGN "A"'---.,, \f--_-- a1i oc ~ :::;; c) cir--._,, 1:-t-I: ...,/ a oc ct: 0 ..... (/) w ~ w =, L,.. ~ DETOUR MAP NO SCALE ~oo· • ~so-=-o=---·--1-.J s~oo_·_+--'\ v500 ,-·--1---'\ v r-__;66:.::.::..0'_T..::..A=---P=ER.:__ __ --I-__ ./'\ 330' TANGENT NOTES THIS SHEET: 1. SEE GENERAL NOTES ON TC-1. 2. DETOUR TO BE IN EFFECT DURING TIMES APPROVED BY THE RESIDENT ENGINEER. 3. COVER ALL EXISTING SIGNS IN CONFLICT WITH DETOUR SIGNAGE. 4. COVER DETOUR SIGNAGE DURING NON-WORK HOURS. ~ ~ " RD RD ~ ,.., ~ w ~ J QC; ~ G.l ::;;; 660' TAPER Is LEGEND ---DIRECTION OF DETOUR TRAFFIC 72" X 30" INNOVATION 6" CAPS WAY SIGN "A" NT S 120' GAP FOR --'\,.I ,-__:::._:c___::c:..::._c_c_c____l LEFT TURNS I ~~ I I • I I I I I C30(CA){, R3-5R, ~ I rt I I I I I I I f, m I' I I ' I I I I I '~-' . I • I I I I I MA TCHLINE - 8 495' ,... _______ _ r-----11·, 500' v---.-----,__,,,i 500' ------------+--------V--:-:v..::______, . .. - --------------------... ---------------------- ----- - MATCHLINE - 8 I 1 l C30(CA)'-i-. I I ~ I I ~• I w I I f : ; I CLOSE PER CAI.TRANS__,._ .n , , I SID PlAN T12 I ~ 17 ~ I ~ t "'T I g I t _f ,,...., [L1'1 I I t R3-2 & M4-9R, ,, iT I\ I I R9-11 I I I , _________ .,___ __ 150' TAPER 1/R3-5(R) 40 20 '--N 0 0==='40 SCALE IN FEET BO ' CT-3 GA TE WAY ROAD & INNOVATION WAY RECYCLED WATER PIPELINES TRAFFIC CONTROL PLAN -STAGE 2 II .. ···-~:c -·i~EFOREL-Y810U~DIG AECOM US\ '""· .... :C'OAt-11-·~~'£', ~~;::~·-;;.·~~ili-~1~ -RCE========"=:=,s~-~=-B=_~_u:-'_L~T~"~_-::._-::._-::._n~<A_JE-::..~.:.:·..:: 1==·· =· ·=· ·=·.· f=··=· ¾=======··==.= ·_=·====·== ·=l====ic===i===· =· i---=l ~~~~~~=~~: n =• •~~•• 7807 Canvoy Court.· Suire 200 ""'-Cffll!l Son O',ego. Califomkt 92,n EloL oo-:n-to ; PE: 28176 c.XP: 03/31/10 DEPUlY CllY ENGINEER DATE: / , ha alllitalllllllw. T 858.266.!!0l!O F B51!.292.7432 .,:. c1v1' ~... REVIEWED BY: · DWN BY: RR I PROJECT NO. I DR 4 A64-3WING NO. -~ ~~~--,..._......,_com .,.~ a,, ""'-'~ DAlE INIML REVISION DESCRtPTIOfll DATE INITIAL DAlE INITIAL CHKD BY: AC 5202 . -~-----------------· -----~t:---:--:--:--:--:--:--:--=-=============================~===========~~=====~l=NS=PE~C~TO=R========~DA~TE~~~-~~OF'=WORK=~===============·=~O~lll~ER~Al'PRO'l~~M.~=CITY~AP;PR;O'l;M.:::: ... ~. ~R~VWD=B~Y:=~D~S=========~===~----·· ... llWG: H:\ Cmt,hod\ !l!lll9?M!I\ DIil\ Pbnsel\ C'l'-"3.d■Q USER! DeCoslrnJ'! ' I ---- W20-1J 500' V I I j I I I I r f !l:: i /;; f ~ ;:J I 3----/l+----~,u-u ________ lZU GAP FOR RIGHT TURNS ~ t -- \ 11 I STBP l ,., ~I a 0::: I >-I ~ I I I w I I I-~ I I I I I I I I / I I I I - r TYPE R MARKER(CA) ___ ...,.____ -- ; / -------- -PALOMAR AIRPORT RD - ,,_/:::;------ - -------------------------------- --------------------=----------- -- ' 330' TANGEJIIT 660' TAPER • 500' 500' • 500' -~0~~------------------------r------------r-----=~\,:..C:--_--'-_--'-_---=_--'-_~_;~; _-_-_ __/-~v===J-1.l\\,\r-=--I--'\ v,---f--.l\\,\r---1 660• TAPER i----1\ 220' V .___1.:.:2:.::0_' .:.:GA:.::.P_:..;FO:.:.Ry•,, _ RIGHT TURN LANE v NOTES Tms SHEET: 1. SEE GENERAL NOTES ON CT-1 2. WORK HOURS PER GENERAL NOTE 1 UNLESS OTHERWISE APPROVED BY THE CITY. C30(CA) NOTICE TO CONTRACTOR THIS MINIMUM TRAmc CONTROL PLAN IS INl'ENDED TO SERVE AS A GUIDEllNE ONLY. THE CONTRACTOR MAY ADOPT THIS TRAmc CONTROL PLAN OR SUBMIT FOR APPROVAL AN AL"TERNATE PLAN PREPARED, SIGNED AND SEALED BY A CALIFORNIA LICENSED CIVIL OR TRAmc ENGINEER TO -I 40 20 W4-2(RT) • • \ +-~w20-1 ---~ --·;-\ +- \_C17(45)(CA) --- ' 0 0 40 SCALE IN FEET ., "-W20-5(2-RT) 80 ' . CT-4 w CIT1~!,NG~E{\~~BAD ~ THE AGENCY 1-tA VING JURISOICTIOIII. GATEWAY ROAD & INNDVA TION WAY RECYCLED WATER PIPELINES VJ 0 , TRAFFIC CONTROL PLAN -STAGE 1 l -c::: "AS BUILT" < APPRO~D; . WILLIAM E. PL \ / 7B07 eo~ Court. Suite 200 -7'1If1 .,, .. EXP. DATE LA,, .,_ ,-: · · · · ·· ,.,..24..___LIQI 5o11 ~-California 92111 ~ 'If ,_e,,.11!>-ll>-flli * RE\llfWED BY: · PE: 28176 EXP: 03/31/10 DEPUTY CITY ENGINEER !)AT[/! ~. IP lllc~b!I & T 858.268.BO!!O F 858.292..7432 ">, ''-C,v1Lfi ~.. D\',111 BY: R~R~ I PROJECT NO. I DR4A64-3WING NO. -· l'lt9j,M 1, -,,~ ~ Cll\.l~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: 5202 UIIOERGAOOHOSBMCE-"ERT OF --..... oemm.com INSPECTOR DATE ENG!NEE~ Of WORK REVISION DESCRIPTION OlHER APPROVAL crrv APPROVAL RVWD BY: ~---b===========~======~~~~====:::::;;;;;:::::~~~~=~~~===~~~~~~~~~~--------------~ DWG: H:\Carlsbad\600978C9\CA!1\P!onset\CT-04.dw<t USER: o.castn,n ' - NOTES TIDS SHEET: 1. SEE GENERAL NOTES ON CT-1 2. WORK HOURS PER GENERAL NOTE 1 UNLESS Oll-lERWlSE APPROVED BY THE CITY. 3. CONTRACTOR MAY SPLIT WORK SHOWN INTO 2 STAGES. STAGE 1 Will INCLUDE WORK FROM CENTER OF f2 EASTBOUND LANE TO CENTER OF MEDIAN. STAGE 2 Will INCLUDE WORK FROM CENTER OF MEDIAN TO CENTER OF /12 WESTBOUND LANE. ... ----Q) --, ------------- - - ----- --------------- -,.■---~ ~ ---------<.. ------------ - - - - ------>• -:::i,___ __ __ PALOMAR AIRPORT RD -_____ _ i5 - - -------------------------Jir ,:;;: 1--1=-· -• """ • -• -• 1 _ • C~O(C•A)~+ <(" -I 25' 1 C30(.CA) --, • -• -_ _ -1- ....,. ~p -------~ -,< 1r -•---· EXIST R3 9o~ 330' TANGENT 660' TAPER 495' BUFFER • • - 1 - I .... A::COM '-N 0 ~ 129' TEMP RA~NG (TYPE ABSORB 350) -----""--- I -25' I -~ fTYPr '-{lM 3R ----------129' TEMP RAILING (TYPE ABSORB 350) : 660' TAPER I ,$>~ D.c 120' GAP FO~ LEFT TURNS "AS BUILT" • ------------- - _,,,,,,,-::G20-2 -------: ~-=---=~ ------- --..... -------..._ ..... --------------------~ -._,.;:-.... PA[6MAR ---- - - - -... -. ~ -;---. AIRPORT RB---~-----Q) _ -_ -------C30(CA)-._----_ t _W20:1-' ----7 ,_ --~ ----,_ --'r---" ~--+--l -_____,_ W20-5(RTr-= __ ----_ _ -~ ,. ---.\_ W -~=--------------r---...::::__ . \ z -· ~ ...... --- -- --~--..__ -._ -_.,c_ .... ·-----------,_ - ----~ --=---. -.-1j-j .::z:....J =,,,.....__ --------- -r--~ '--~ --------() ---. --~ ----.... ~ -------< W4 2(LT)__/ - -- -- --330' TANGENT 660' TAPER A A 500' r---t-'1• • /\ 500'. V !i JO' V 220' V /C17(45)(~ ' 0 40 20 0 40 BO • ' . SCALE IN FEET NOTICE TO CONTRACTOR CT-S · lHIS MINIMUM TR/\FFlC CONTROt. PLAN IS INTENDED TO SERVE AS A GUtDELINE ONLY. lHE CONTRACTOR MAY ADOPT 1HIS TRAFFIC CONTROL PLAN OR SUBMIT FOR APPROVAL AN ALTERNA"IE PLAN PREPARED. SIGNED AND SEALED BY A CALIFORNIA UCENSED CIVIL OR TRAmc ENGINEER TO THE AGENCY HAVING JURISOICllON. ~4 CITY OF CARLSBAD ~5 ~ ENGINEERING DEPARTMENT ~ GATEWAY RO/ID & INNOVATION WAV RECVClEO WATER l'IPEUl'IES. TRAFFIC CONTROL PLAN -STAGE 2 PALOMAR AIRPORT ROAD AT LOKER AVENUE EAST /GAT'eNAY ROAD ~E~1~ tJ r ... , f\ , APPROVED: wtLUAM ~ER . - N:COII USI\, me. '::> ~ }, % RCE EXP.--'--DATE QU/'4 . r', ~ •"t IZ-~~~ "'""""'"'°°""" 7f'/J7 C<,nvoy C<>urt. SUfte 200 • 0 J:),&.l,..,. l;: ---PE: 28176 EXP: OJ/31/10 DEPUTY CITY ENGINEER DATE 7 C'A!.lff1f I OEF<lRl'YOUOIG Son [)logo. Colifornia 92111 ~.,._,.,_,o/. * r:R=EVl:::EW=ED:--;BY::;:-----------i---1---1------------------1---J--+---f---l IL£■ :zlilhl L !. T 858.268.8080 f 858.292.7432 ~ crv,, /2' ,0: DWN BY: RR I PROJECT NO. I DR 4 A64-3WING NO. t========================CBl==•=•=••=sw==s=====~~~~~=======~~i---=~~~~~a--~cr,1.~,~<F.,~~§~~~~~~~~~~~~~~~0•;1E~~'"'~n~•L~=====;E;~~; .. ~o~c~~P~~N~====~~°"~1E~;IN;rn~•~L !::°";lE~;';"'11 ~Al.~~c~HK~D~s 8 ~Y:v·=~AD~c 5~~==~5 ~ 2 ~ 0 ~ 2~=~~§§:~U '-----------lf------------------------------SERW:E __ ""'_'_"'_"-"_:.:c_::z_....,_ ___ 11 www.oerx,m.enm. ru.-J;:::1------, ENGINEER-OF WORK->-------" ------+-OTHER---APPROYAb-CllY--APPROVAb-RVWO -_: . ~ ~-INSPEC,, "" -I OW/J: H:\Carfllba<!\6009780!l\c,c\Pklnoot\CT--o5.dwc! USER: IJeCaolNIJ1 • ----------- - ------------------------------------- -= -----..... ----------..... -------------------.... -------------'------------------------------ -W20-5(PJJ_ -- ----- 500• soo· 220' NOTES THIS SHEET: 1. SEE GENERAL NOTES ON CT-1 --------,.._, -------- -- 660' TAPER ------------PALOMARAIRPORT ______ EXISfR3-9a--1 -----ROAD------.=,--.._ ---- ---- 330' TANGENT ----------·-·--------ffi' BUFFER --. - .l!l, -PROPOSED PIPELINE "'~ R=40 _,. N ... - ---+--- ---r-- 220' 660' TAPER MATCHLINE - A CJO(CA) W20-3 0 '° N """-= -re -=i-i.--~ T.:: _L ---t ' • l 20' I I ' f 1 , I I ti ---t I __ f_~: __ '. t I I 0 a::: I I ~f,1 ~t I ~ I ' ' l1 30( I I I I I I I I I -------... --------------,__ - 244' TEMP RAILING (TYPE ABSORB 350) RB-3o TEMP FENCING a,: w a. ~ 0 0 ~ 8 N OM3-R C30(CA) ,/R3-1 2. WORK HOURS PER GENERAL NOTE 1 UNLESS OTHERWISE APPROVED BY THE CITY. /R3-1 I (: I I -----I ----- W20-1 -.. W3-~j • W20-3 ----1+--" 250' 250' CALL811 1111 ss allftb I SL · call hPifW .... UNJERGROtHrrlOSERYICEM.ERTOFnmERNCUUltM )(!'11'A!ITTWO ........ BEFORE. YOU DIG "AS BUILT" A:-a>M~ ... ~~~~ -----· ----·------. .. -·~ no" ;:; " . . "' -AECOM tlSII, Jne. "-C6711!1 ~ RCE EXP. DATE 7&l7 Convoy Coor!,, Suile 200 ~-:,; Sar, Oiogo. CalilomiG 92111 REVIEWED BY: T 658.258.!!080 F 858.292.7-432 ~t'IVl ~.--DAfE INIUAL www.aecom.com 0,-CAL\ II . INSPECTOR D/\TE ENGINEER or llORK I I I I I I I I I I ' I I I I MATCHLINE - A NOTICE TO CONTRACTOR 0 '° N THIS MINIMUM "TRAFRC CONTROL PLAN rs ll\llENDED TO SERVE AS A GUIDELINE ONLY. THE CONTRACTOR MAY ADOPT THIS TRAmc CON"TROL PLAN OR SUBMIT FOR APPROVAL AN ALlERNATE PLAN PREPARED, SIGNEC AND SEALED BY A CAUfORNtA LICENSED CIVIL OR TRAmc ENGINEER TO THE AGENCY HAVING JURISDICTION. .. .. ··-----· ----··-· -·--· ·----· --··-· ·--·---.. --·-----'" -· --·---- DAlE INITIAL DAlE · INITIAL REVfS!ON DESCR!PTION ' . OTHER APPROVAL CfIY APl'ROVAL -. - 40 20 SCALE IN FEET CT-6 w CITY OF CARLSBAD [:Ir] 5 ENGINEERING DEPARTMENT 5 GATEWAY ROAD & INNOVATION WAY RECYCLED WATER PIPELINES TRAFFIC CONTROL PLAN -STAGE 3 PALOMAR AIRPORT ROAD AT LOKER --AVENUE-EAST/GATEWAY.ROAD . c.c. "· APPROVED: WILLIAM E. ~utMIIJR -..,,,__, r'. ·~ -lZ..U-"f PE: 281 /o EXP: OJ/31/10 DEPUTY CITY ENGINEER DATE ~ OWN BY: RR t PROJECT 1110. 1 ·-D~~3NO. CHKD BY: AC RVWD BY: DS 5202 DWG: H\Corlsbod\60097B09\CAO\Pfonset\CT-06.dwq USER: Oeemt,oJ1 -----' / , -, ~ '~ -.