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HomeMy WebLinkAboutDWG 477-6; CT 13-03; ROBERTSON RANCH WEST VILLAGE - RANCHO COSTERO; 01-96~- ' ' SOILS ENGINEER's CERT/RCA TE I, BASIL HA TTAR, A REC/STEREO CIVIL ENC/NEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME DR UNDER MY DIRECTION BETW/TN THE DATES OF A!cl I '2.014 AND l)c,j-.,!,,..., 'l.014 . TWO COPIES OF THE SOILS REPORT (LGC VALL Y, INC., PROJECT NO. i'Y~013-oS DATED 10/1.q/1,o14 ) COMPILED FROM THIS STUDY, WITH MY RECOMMENDA T!ONS, HAS BEEN SUdM!TTED TO THE OFFICE OF THE Cl TY ENGINEER. SIGNED:~ ~ BASIL HA TTAR CE NO.: 2734 PE NO.: 6D270 -- S/GWED. -114 K lJr RANDALL K. WAGM CEC NO.: 1612 DATE· !}.{1.(../2.ol"', ~,,~~-~----- OWNER's CERT/RCA TE I (WE} HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. RANCHO COSTERA , LLC A DELAWARE LIMITED LIABILITY COMPANY BY: TOLL BRO THE RS 725 W. TOI/IV & COUNTRY RD. SUITE 200 ORANGE, CA 92868 (714) 347-1300 DATE· /2,/1?,/1,( i ; OECLARA TION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, Tl/AT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN ON 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 SPECIF/CA TIDNS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENC/NEER OF WORK, OF MY RESPONSIBILITIES FDR PROJECT DESIGN. ODAY CONSULTANTS, INC. 2710 LOKER AVENUE WEST, SUITE JOO CARLSBAD, CALIFORNIA 92010 (160) 931-7700 ). ,, DATE:_D~ l'7.?t?/f GEORGE D AY R.C.E. NO. 32014 EXP. 12/31/16 FLOOD ZONE OESIGNA T/ON CITY Of CARLSBAD FIRM MAP No. 06073 C 0768G, PANEL 768 OF 2375 DATED MAY 16, 20/2. ZONE X -ARFAS OUTSIDE THE 500 rEAR FLOOD PLAIN AND ZONE AE -BASE FLOOD ELEVA T!ONS DETERMINED REFERENCE ORA WINGS DWG. /80-4 PLAN & PROF/Lt fUR WATER EXTENSION, LANDS OF J. HOFFMAN OWG. 222-4 PLAN & PROFILE OF SEWER IN EL CAMINO REAL; er 81-37 DWG. 268-1 EffLUENT DISPOSAL PIPELINE, CRMWD Bl-102(A) DWG. 272-3 RELIEF SEWER AT EL CAMINO REAL FROM TAMARACK A VE TO KELLY DR., CRMWD 81-102(8) DWG. 333-2GE CANNON ROAD WATER & RECYCLED WATER TRANSMISSION MAINS PHASE 2 (88-602) AND /2" COLLECTOR SEWER & 20" INTERCEPTOR SEWER PIPELINES (92-406) CRMWD DWC. 85-101 24'1/36" TRANSMISSION WATERLINE IN EL CAMINO REAL DWG. 369-7 8" WA TERLINE IN EL CAM/ND REAL DWG. 440-4 EL CAM/ND REAL WA /ER SYSTEM PROJECTS (SCHEDULES A-D) PIPELINE ROUTE MAP FOR JO" & /6" FUEL LINES HYDROLOGY/HYDRAULIC REPORT A DRAINAGE STUDY WAS PREPARED BY ODAY CONSULTANTS, INC. ON FEBRUARY 12, 2013 TITLED 'DRAINAGE ST/JOY FOR EL CAMINO REAL WIDEN/NC, FROM CANNON ROAD TD TAMARACK AVENUE, UPDA,1'1;:D 1\-'e,-li.\, CAUllON !! CONTRACTOR TO VERIFY THE EXACT LOCA 170N OF EXIS11NG U17L/17ES IN THE FIELD PRIOR TO CONSTRUC170N! NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE.NOT TO BE USED FOR HORIZONTAL OR VER17CAL SURVEY CONTROL. ',\ GRADING,& IMPROVEMENT PLANS FOR EL CAMINO REAL WIDENING CIVIL ENGINEER/LANO SURVEYOR ' 0 VA Y CONSUL TAN TS, INC. 2710 LOKER AVENUE WEST, SUITE 100 CARLSBAD, CA. 92010 (160) 931-7700 S.PECIAL AILIJFS PROJECT L OCA TION l)EA!?lll WO/rl( (lt/AN1777ES SI/Oft/ CJ/Ill/IS t°4W Ali't: EL CAMINO REAL BETWEEN CANNON ROAD & TAMARACK AVENUE. ES71/IIA7E.S O#lYAtV.OAA'E (/SE/} 1tJ .IJETE;?/111/VE CITY ASSESSOR'S PARCEL NOs, 208-c-010-40, 208-040-11, 208-040-12, f'LNV Cl/ECK rEESAIIIJ/AISPECT/tJIV n:-rc: 208-040-11, 207-101-24, 25, 207-101-09 '/' rc;,;;..J, CALIFORNIA CODRDINA TE INDEX No. (CCS-83) 358-1677, 356-1683, 354-1677, COHT,fAt:71/f IS /?ES!f)#S/BLE /i?,,f f'A'EPAR/A/§ ll/EI/? . 354-1083 (200-6240) Qt/A@7l.ES lZ'.8£ BllJ./JfJJIOA IJ/SCl?EPA/VOES .5/IOtltlJ • , !JE ;f;J!{fJ£ K!Vt?JVAI m l#'E E/Yti/A/££1? OF /JIIJ/?% /MlrJ/? SOURCE OF TOPOGRAPHY 7(l8IJ)tJJ/Vtf Ex1sT1r1c ToPocRAPHY sHoWN oN THESE PLANs wAs GENERA TEo BY cJ lJ/t:SEf'LANS J4IE,fE.PLA1vs c11ECKE1J BY wc·c1TY AERIAL SURVEY ON DECEMBER 28, 2010 BY SAN-LO AERIAL SURVEYS. £#~/#tlif.?f'f OEPA/{7)111:'iVT /0,f COIYS/ST,41/CY IY/711 ADDITIONALLY, TOPOGRAPHY & EXISTING UTILITIES ON EL CAMINO CITY lJFS/GAI SM.OA,f.tlS' A#/) /'()L/C/ES,ANJJ REAL VERIFIED BY FIELD SURVEYS CDNDUCIEO BY ODAY S/6,•"r." "'Y' -rqF /S7i·ve,1L::n;. ()~n ' CONSULTANTS IN JANUARY 2011, OCTOBER 2011, MAY 20/J & JUNE 7rv=,., /✓-TL c,7, r.;r,17;;y'F£'/?. ,./,1/1117£5 2011. ToPoGRAPH1c 1NFORMA 110N sHoWN HEREON coNFORMs To REt;_tJIJ?Eo BY TIIEIHSPEC TtJI? CA-#tVoT .Be NA T!ONAL MAP AccuRAcY sTANDARos JWT1c1 f'AT£JJ ,4 T JllE llMF or R.AJV A?J"Jt'()V/lt _ ENGINEER's NOTES /. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TD Tf/E DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 2. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES 5,1/0WN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE A VAi/ABLE RECORDS ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LDCA TIDN DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE OUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS ANO ANY OTHER EXISTING FACILITIES DR STRUCTURES NOT SHOWN. 3. Tf/E CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND ANO UNDERGROUND) WITHIN THE PROJECT SITE SUFRCIENTL Y AHEAD OF THE CONSTRUCTION, TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON PLANS, IF IT IS FOUND THAT THE ACTUAL LOCA !IONS ARE IN CONFLICT WITH THE PROPOSED WORK. CITY OF OCEANSIDE DESCRIPTION SUBO/v/SION BOUNDARY. EXISTING EASEMENT. RIGHT OF WAY. . . SIGHT DISTANCE ....... . EXISTING SLOPES, STD. DWG. PROPOSED CUT OR FILL SLOPE LINES. . ..... . LIMIT OF WORK. . , ..... RETAINING WALL. EXIST/NC CONTOUR. . . PROPOSED CONTOUR. DAYLIGHT LINE. . ... CUT/ FILL LINE. . . . TERRACE 0/TCH (SEE DETAIL SHT. 4). BROW DITCH ..... A.C. PAv/NC, 6" A.C. OVER 17" A.be ... GRIND & 2" OVER/A Y ..... . P.C.C. SIDEWALK (4") ........ . D-75 TYPE 'c'. 0-75 TYPE '/J' . C-7. TRENCH RESURFACING. .GS-25~ . ADJUST STREET MONUMENT CAN TO GRADE. . SEE ENG. NOTE 7. 6" CURB & GUTTER. 6" CURB. 1," A.C. BERM ... 8" MEO/AN CURB & GUTTER. C-2, TYPE t', .. C-1 ... C-5, TYPE ii'. DETAIL SHT. 35. SYMBOL .------- ___ .-A-. __ _ . .. . .. ,, .. '/" '•• / ......... , ... ..... , J00 -- ----:120 - !I--....i'... __ .::L-- . -11 ~11- . :::-:::-;;. ~ ==;;:> ~ ,,-/,,-//,.-/.,,-,,-//,,-//,,,-3 • //////// ✓////// MOW STRIP W/ ti"CURB . . . . .L-3 (MOD.) DETAIL SHT. 12. ,CONCRETE CUT-OFF-WALL .. SP-07. . . . = =f GUARDRAIL . . . O.l?TA"AM>. A'SP. A76A .f A.775. ..... 4. PRIOR TO THE ISSUANCE OF GRADING PERMITS, A CONSTRUCT/ON DUST ABATEMENT MANAGEMENT PROGRAM SHALL BE PREPARED AND SUBMITTED TO THE CITY OF CARLSBAD FOR APPROVAL. IMPLEMENTA T!ON OF THIS MEASURE SHALL BE VERIFIED BY THE CITY OF CARLSBAD ENC/NEERING DEPARTMENT ON ESTABLISHMENT OF THE PROGRAM, AND PERIODIC INSPECTION OUR/NC GRADING. CITY OF VISTA 5. PRIOR TO THE ISSUANCE OF GRADING PERMITS, AN OFF-ROAD AND ON-ROAD MOBILE SD!IRCE EMISSION REDUCTION PROGRAM SHALL BE PREPARED AND SUBMITTED TD THE C/TY OF CARLSBAD FOR APPROVAL. IMPLEMENTA T!ON OF THIS MEASURE SHALL BE VERIFIED BY THE CITY OF CARLSBAD ENGINEER/NC DEPARTMENT ON ESTABLISHMENT OF THE PROGRAM, ANO PERIODIC INSPECTION DURING CONSTRUCT/ON OF THE PROJECT. PACIFIC OCEAN SH££T INDEX SH££T NO. I 2 J DESCRIPTION TITLE SHEET -VICINITY MAP, NOTES, LEGEND GENERAL NOTES, GRADING NOTES, UTILITY NOTES KEY MAP, SHEET INDEX S/REET SECTIONS, DETAILS EL CAMINO REAL GRADING ANO DEMOLITION EL CAMINO REAL STORM DRAIN QUANTITY"'"' 1267 LF 863 LF 3120 LF 156,858 SF 11,309 SF 37,644 SF 7116 SF 8 EA 6583 LF 350 LF 249 LF 3775 LF 1310 LF t EA /"'1/J I.F 6. ALL FOOTINGS SHOULD MAINTAIN A MINIMUM HORIZONTAL SETBACK OF H/J (H~SLOPE HEIGHT) FROM THE BASE DF THE FOOTING TO THE DESCEND/NC SLOPE FACE&,. ND LESS THAN 1 FEET, NOR NEED NOT BE CREA TER THAN 40 FEET. THIS DISTANCE IS MEASURED FROM THE FOOT/NC FACE AT THE BEARING ELEVATION. FOOTINGS ADJACENT TO UNLINED DRAINAGE SWALES SHOULD BE DEEPENi J, TO A MINIMUM OF 6 INCHES BELOW THE INVERT OF THE ADJACENT UNLINED SWALE. FOOTINGS FOR STRUCTURES ADJACENT TO RETAIN/NC WALLS SHOULD BE DEEPENED SO AS TO EXTEND BELOW A I: I PROJECTION FROM THE HEEL OF THE WALL. ALTERNATIVELY, WALLS MAY BE DESIGNED TO ACCOMMODATE STRUCTURAL LOADS FROM BUILDINGS OF APPURTENANCES AS DESCRIBED IN THE RETAINING WALL SEC I/ON OF THE SOILS REPORT BY CEOSOILS. 4-6 7-15 16-24 25-33 34-42 43-44 EL CAM/ND RFAL STREET IMPROVEMENTS, SEWER & REC. WATER EL CAMINO REAL MEO/AN IMPROVEMENTS . I. h,r · f 45 46-47 49-74 75-92 93-9ti 48 7 CONTRACTOR TO TIE-IN ALL M-10 STREET MONUMENTS WITH A LICENSED LAND SURVEYOR DR REGISTERED CIVIL ENC/NEER PRIOR TO COMMENCING CONSTRUCTION. \ \ -~Qc,-·_ -Jr ~ CITY OF ENCINITAS -• ~ EARTHWORK QUANTITIES CUT' 144,000 CY FILL: 19,000 CY NET CUT FOR EXPORT 125,000 CY --~-- *QUANTITY ASSUMES UNDERCUT IN STREET FDR 6" Al/I 7" AB NOTES.· I. THESE QUANTITIES ARE FDR BONO/NC PURPOSES ONLY AND ASSUME NO SHRINK.ACE. CONTRACTOR TD VERIFY TO HIS SATISFACTION. 2. CONTRACTOR SHALL SUBMIT AND RECEIVE APPROVAL FROM CITY FOR HAUL ROUTES PRIOR TD HAULING DIRT DR CONSTRUCT/ON MATERIALS TD DR FROM THE SITE 3. EXPORT SHALL BE /NCORPDRA TED WITH MASS GRADING OPERATIONS FOR ROBERTSON RANCH WEST WI/LAGE, DRAW/NC NO. 480-3A, CT-13-03 VICINITY MAP NO SCALE REQUIRED TR£A TM£NT CONTROL BMP TABLE TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. AGREEMENT Bl ORE TEN T!ON TC-32 PRIVATE CC&RS & 7-14 (HOA) BMP ACMT BMP NOTES I. BMPs FOR THIS PROJECT ARE TO BE MAINTAINED BY THE DEVELOPER ANO/OR FUTURE OWNERS. 2. THIS IS A PRIORITY PROJECT, TIER 3 THREAT ASSESSMENT (HIGH PRIORITY) BENCHMARK MAINTENANCE FREQUENCY Bl-MONTHLY & AFTER MAJOR STORM EVENT DESIGNED BY: N.F./K.H. DRAWN BY: T.G./G.M. PROJECT MGR.: G.0. DATE: FEB. 2013 SCALE: AS SHOWN JOB NO.: 10-1307 DESCRIPTION: 25" DISC STAMPED 'CLSB-105, LS. 62/5" PEDESTRIAN RAMP DETAILS GUARDRAIL DETAIL STRUCTURAL DETAIL FOR HEADWALL & CLEANOUT TRAFFIC PLANS LANDSCAPING & /RR/CA T!ON RETAINING WALLS, PLAN/PROFILE AND DETAILS (BLOCK WALLS) BLANK SEE SHEET 4 FOR SDG&E PERMISSION TO GRADE LETTER WORK TO 8£ DON£ THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE .TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER .. THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS ANO FILLS, REMEDIAL GRAD/NC, ORA/NACE FACILITIES, EROSION CONTROL tACILITIES, ANO PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUil T GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CA 1/0NS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES C/TEO ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DrJCUMENTS, CURRENT AT THE I/ME OF APPROVAL OR AS DIRECTED BY THE CITY ENGINEER.· I. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD ENC/NEERING STANDARDS. • 6"lb 3. THIS SET OF PLANS. "" -, 4. PLANNING COMMISSIONS RESOLUTION ND's 1034 Tl/RU 7035"& CITY COUNCIL RESOLUTION NO 2014-041, 5. THE STANDARD SPECIF/CA 1/0NS FOR PUBLIC WORK CONSTRUCT/ON (GREEN BOOK) 6. SOILS REPORT ANO RECOMMENDATIONS BY LCC VALLEY, INCf[L:J~QZ.3-o~ DATED -~j_l:-_1__::-_L;/ 7 THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. STORMWATER POLLUTION PREVtNT!ON PLAN (SWPPP) PREPARED BY CHANG CONSULTANTS, OATEO FEBRUARY 14, 20/J AND REV/SEO JUNE 14, 2013, WD/0 NO. "f.3_7(;3J,'I_Z.f£, (S/1' 13-64) 9. STORM WATER MANAGEMENT PLAN (SWMP) PREPARED BY ODAY CONSULTANTS DATED FEBRUARY 15, 20/J AND REVISED f-1·21-20t!fi (SWMP 13-03}. ID. CSWQA BMP CONSTRUCT!OttHANDBOOK & CAL TRANS CONSTRUCTION SITE BMP MANUAL. L[C[ND {CON'T.} DESCRIPTION STD. OWG, SYMBOL QUANTITY"'* CS-18 ... 8" MEDIAN CURB. . .. PERV/OUS PAVEMENT. SAWCUT.OR LIMIT OF WORK . CURB RAMP. .DETAIL SHT. 6. . . 13,v;:i,{5,;</y<:•;J .PER PLAN, ...... -------- CURB RAMP TYPE '/J-1'. DRIVEWAY. .. f]-21.?(8.C. et,!; I{ ,8. -@ ~ --'rr--f]-28. (C/3.{. ~eft; !3 '1...!..o C-14A. . . P.C.C. PAWNC (BUS STOPS & CROSS-CUTTER). .C-12*". .. STREET LIGHT (13,900 LUMEN)IV/.155101'{ 1:/tflf.-E-1 & E-2*. i.t..1,t1tNi41/U!" 8" P. V.C. SEWER LINE. . . .S-5*. SEWER ACCESSHOLE. . . , . . . . . . . S-1*, /2" PVC WATER MAIN CL/50 (HG 255) ..... W-2* /2" PVC REC. WATER MAIN CL/50 (HG 255). .W-2t 8" PVC REC. WATER MAIN CL/50 (HG 255). .W-2t 8" S/EEL CML&C REC. WATER MAIN. . . . . ,W-34f ..... /2" CLASS 350 TR FLEX RES.TR. JO/NT.D.I.P. . .W-34f .. , .. FIRE H'tDRANT ASSEMBLY ........... W-12f ...... . 8'1/12'1/l6" GATE VALVE & VALVE BOX ASMBL.Y!Y-13~ W-/ti~ . 2" BLOW OFF VAL VE ASSEMBLY. . !Y-6f 2" MANUAL AIR RELEASE (M.A.R.) ., !Y-6* 2" A. V. ASSEMBLY. !Y-7! THRUST BLOCK. . .......... . !Y-15, 18, 19* .. EXISTING SPOT ELEVA I/ON .. . FINISHED GRADE OR SURFACE SPOT ELEVA TIDNS. TOP & BOTTOM OF WALL ELEVA TIO.NS. EXISTING FL OWL/NE ELEVA 1/0N .... . PROPOSED FL OWL/NE ELEVATION .... . EARTH SWALE. BIDRETENTION SWALE. BIORETENTIDN AREA. RIP-RAP ... . . . . . . . . f(R. P.L4N . 6" PERFORATED PVC. 18" RCP STORM DRAIN. 24" RCP STORM DRAIN. 36" RCP STORM DRAIN. SCH 40. D-60, 0,-60 D-60. 42" RCP STORM DRAIN. D-tiO, 48" RCP STORM DRAIN. D-60. . )' ... . BOX CUL VERT, , ......... , ..... D-76, lk.11 .. . TYPE ii' AND TYPE '[]' CLEANDUT . .. D-9, 0-/Q TYPE '[]' CURB INLET. . . . . . , 0-1, D-2.* . MOO. TYPE '[]' '/J-/' CURB INLET ....... 0-2* TYPE 'F' CATCH BASIN. 1)-7. . . TYPE 'G' CATCH BASIN ........... , 1)-8. . . CONCRETE LUG. . . . . . . . . . . . . . . . D-63. , . . . ffi ---o--5-- .---w--- .---fl~ - - . ---f/W---- ---f/W--- - ---f/W-C-- -•-w--i~ . ---RW ® --I?~ --- -----.=---=--=-=--= -------------------------------- ·----- WING-TYPE HEADWALL FOR DOUBLE 8'x4' BOX CULVERT . . . . . . ~ . WING-TYPE HEADWALL. . . . . . D-34, 35. . ~ -~ WINCWALL FOR BOX CULVERT. ........ D-19, DETAIL SHT. 5 )F-c:= = LANDSCAPE 2" SERVICE W/ If' METER. . .. We f .. , . . . . . ~ 4128 LF 44,126 SF 16,089 LF 3 EA I EA 4257 oF 6668 SF II EA 540 LF 3 EA 112 LF 1./182.LF 123 ·tF 75 LF 103 LF 8 EA 8 EA /OEA 8 EA. '\ 3fA , 'fi16tA '· ;, ' 12.3 LF 73 LF ,0.357 SF PER PLAN 1348 LF 3,244 LF 5Q3 LF 246 LF 419 IF 1815 LF 68 C'tDS 31 EA /5 EA 25 EA II EA 25 EA 2 EA 2 EA 3 EA I EA 3 EA * CITY Of CARLSBAD STANDARD DRAWINGS AND MOOIF!EO SDRSDs BY THE CITY OF CARLSBAD *' QUANTITIES SHOWN ARE [ST/MATED ANO SHALL BE VERIFIED BY CONTRACTOR TO HIS SA TISFACT!ON FDR RELOCATION OF EXISTING FACILITIES, SEE GRAD/NC PLAN SHTS. 1-15 *** 75" PCC OVER 6" MIN. AB, TO BE DETERMINED BY R-VALUE TEST IN THE FIELD CITY OF CARLSBAD FIRE DEPARTMENT "AS BUILT" REQUIREMENTS NO. OF F,H.(S) 8 F.FLOW 1500 G.P,M. OUT OF 1 F.H.(S). ·,-1c-i,,,-·· . . "I BLD~. SPRINKLED YES/NO, .. F.FLOW __ G.P.M. RCE EXP. DATE -L/J.. ~ fa. ,1 , 'lt>-6 REVIEWED BY: FIP E MA SH AL I \ DATE INSPECTOR DATE 1 5965 1 I SH1EET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING & IMPROVEMENT PLANS FOR: .. ROBERTSON RANCH WEST v7LLAGE .. · ✓ (RANCHO COSTERA) I ' EL CAMINO REAL C.D.P. 11-10 JASON S. GELDERT 2710 Loker Avenue W;;:st Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODayConsultants, com Civil Engimiering Planning Processing SurVeying ENGINEER OF WORK: LOCATION: IN NORTHEAST CORNER OF CANNON /?0. BRIDGE OVER AGUA HEDIDNDA CREEK, 120 FEET SOUTHWEST OF EL CAMINO REAL 3/!/0JA ' .(K, 'a.\.i<£AL-ft,IV SToR."1 PRAii/ (SHT:, 2/12 7., 7.'/) APPROVED B'1/,/ _ () Md. I · . " ~ J. 6 •/6, Zo!S L loli!i1 C, ENGINEERING MANAGER RCE 63912 EXP, 09/30/16 DATE RECORD FROM: R. O.S. NO. 17211 (PT. NO. 105,' DATE: nu, t'i.,J!,R '/ RCE: 32014 ELEVATION: 45.410 M.S.L. DA1UM• NCVO 1929 3/Zll/;(,. , ,IU. '1\Rf-RovT£ P'i,WATEJ<LW/; (0//1'S. sl 31) 1 DA'rE < NITIAL ENGINEF:R OF WORK G·\F/.:iO/\:OU/',\IC'.dv,g J~c 17, L~14 L:41yn Xrds: 1QJt1·,1; IUC/NS; 11.i0/t,VIC REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL i, (, l I~ -t.r OWN BY: DRAWING NO, PROJECT NO. DATE INITIAL CHKD BY: )\k· C. T. 13-03 477-6 CITY APPROVAL RYWD BY: _,,~ CJ lJ i 2 Ci) 2 C: s: ttJ m ::0 I I Ii I w ,, ll l:~i CJ ::0 ,□o i El C -'.!l~ I~ Cl) 2 " . ~· Ci) l! ~ z ~E~ 2 1l ~J: C: qi~ D ~ i JJ ~ rn. n~~ ttJ m z :0 m 1, ill ~ f ~; 1: / lj Ii w,-,,-. ti i --------- /0710/S GENERAL NO TES I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREv/OUSL Y APPROVED BY THE CITY OF CARLSBAD REGARD/NC IMPROVEMENTS AND G'RAOINC SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN OOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICYPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER AOOITIONAL DOCUMENTS LISTEO HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENC/NEER IN RESPONSIBLE CHARGE SHALL REI/SE THESE PLANS WHEN ON-CONFORMANCE IS DISCO 'rEREO. 3. CITY APPROVAL OF PLANS DOES NOT RELIE'rf THE DE'rELOPER OR ENC/NEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS 0/SCOVERED DURING CONSTRUCTION. ALL PLAN REv/SIONS SHALL BE PROMPTLY SUBM!TltD TO THE CITY ENC/NEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUB/IC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA Tt OF INSURANCE MUST BE FILED NAM/NC THE CITY OF CARLSBAD AS AN AOO!T!ONAL !NSUREO ON TIIE PERM!TltE's POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY COMPANY WRITING THE POLICY MUST HA 'rE A RA TING OF 'A •-=o,,;, BETTtR ANO A SIZE CA TtG'ORY OF CLASS V OR BETTtR AS ESTABUSHEO BY "BESTS" KEY RA TING' CU/OE. 5. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HA 'rE BEEN OBTAINEO FROM TH£ CITY AND 01/-IER APPROPR/A Tt A C£NCl£S. 6. R£v/S!ON OF THESE PLANS MAY 8£ R£QU!R£0 IF TH£ PROPOSED IMPROVEMENTS AR£ NOT CONSTRUCTED PRIOR TO Tl/£ OEAOLINE OAT£ OF THE IMPROVEMENT AGREEMENT. 7. NO REv/SIONS WILL 8£ MAOE TO THESE PLANS WITHOUT TH£ WRITTEN APPROVAL OF TH£ CITY ENGINEER, NOTED WITHIN 1/-1£ REVISION BLOCK, ON Tl/£ APPROPRIA 1£ SHEET OF THE PLANS ANO TITLE Sl/££T. 8. ORIGINAL DRAWING'S SHALL BECOME THE PROPERTY OF Tl/£ CITY UPON BDNC SIGNED BY 1/-1£ CITY ENGINEER. 9. TH£ ORIGINAL ORAWING SHALL 8£ REV/SEO TO REFLECT AS-BUILT CONOITIONS BY 1/-1£ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TH£ WORK BY 1/-1£ CITY 10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO THE PROJECT SIT£ AT ALL TIMES DUR/NC CONSTRUCTION. II. WHERE TRENCHES AR£ WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL BE SUBM!TltO BY A PROFESSIONAL ENC/NEER OF THE STA 1£ OF CALIFORNIA, PR/NC/PALLY 00/NC BUSINESS IN THE FIELO OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL 8£ SUBMITTEO TO THE CITY £NCIN££R/NG INSPECTOR WITHIN TWO WORKING OA YS OF COMPLETION OF FIELO TESTS. THE WRITTEN FIELO COMPACTION REPORT(S) SHALL 8£ IMMEOIA TEL Y SUBMITTED TO THE CITY ENC/NEER/NC INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCT!ON MEET/NC SHALL BE HELD AT THE SITE PRIOR TO THE BEC/NNINC OF WORK AND SHALL 8£ ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TEST/NC AND ALL OTI/ER ASPECTS OF THE WORK. THE CONT!?ACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (160) 438-3891 AT LEAST FIVE(5) WORK/NC DAYS PRIOR TO STARTING CONSTl?UCTION. APPROVED ORAWINCS MUST BE AVAILABLE PRIOR TO SCHEOUL/NC. 13. ALL INSPECTION REQUESTS OTHER THAN FOR ?RECONSTRUCTION MEETING WILL BE MAOE BY CALLING THE ENGINEERING 24 HOUR INSPECTION REQUEST LINE AT (760) 438 3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE OAY BEFORE THE INSPECTION IS NEEOEO. INSPECTIONS WILL 8£ MAOE THE NEXT WORK OA Y UNLESS YOU REQUEST OTHERWISE REQUESTS MAO£ AFTER 2.· 00 P.M. WILL 8£ SCHEOU/£0 FOR TWO FULL WORK DA rs LATER. 14. TH£ OWNER ANO/OR APPLICANT THROUGH THE OEVELOPf'R ANO/OR CONT!?ACTOR SHALL OESICN, CONSTRUCT AND MAINTAIN ALL SAFETY 0£1//CES, INCLUO/NC SHOR/NC, ANO SHALL BE SOLELY R£SPONS!BL£ FOR CONFORMING TO ALL LOCAL, STA TE ANO FEDERAL SAFETY ANO HEAL TH STANDARDS, LAWS AND REGULA T!ONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR COO£ SECTION 6705 BY SUBMITTING A OETAIL PLAN TO TH£ CITY £NC!N££R AND/OR CONCf'RNED AGENCY SHOW/NC THE DESIGN OF SHOR/NC, BRACING SLOPE OR OTHER PROVISIONS TO BE MAO£ OF WORKER PROT£CT/ON FROM 1/-1£ HAZARO OF CA VINC CROUNO OUR/NC 1/-1£ EXCAVATION OF SUCH TRENCH OR TRENCHES OR DUR/NC THE PIP£ INSTALLATION THEREIN. THIS PLAN MUST BE PREPAR£D FOR ALL TRENCHES FIVE F££T (5') OR MOR£ IN OEPTH ANO APPROVED BY THE CITY £NCIN££R AND/OR CONCERNED AGENCY PRIOR TO f'XCA VA TION. IF THE PLAN VAR!f'S FROM THE SHORING SYSTEM STANOAROS ESTABLISHEO BY TH£ CONST!?UCT!ON SAFf'TY OROERS. TITLE 8 CALIFORNIA AOMINISTRA T!Vf' CODE. THE PLAN SHALL BE PR£PAR£0 BY A REC/STEREO ENGINEER AT THE CONT!?ACTORS EXPf'NSE. A COPY OF THE OSHA EXCAVA T/ON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCOVEREO WITHIN ANY WORK ZON£ OUR/NC CONSTRUCT/ON, OPERATIONS WILL C£AS£ IMMEDIATELY, AND Tf/E PERM/TT££ WILL NOTIFY THE CITY £NCIN££R. OPERATIONS WILL NOT Rf'START UNTIL THE P£RMIT1£E HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENC/N££R TO 00 SO. 17. ALL OPERATIONS CONOUCTEO ON THE SIT£ OR ADJACENT THERETO, INCLUOINC WARMING UP, REPAIR, ARRIVAL, 0£PARTUR£ OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTl?UCTION EQUIPMf'NT ANO ANY OTHER ASSOCIATED G'RAOINC EQUIPMENT SHALL BE LIM/1£0 TO Tl-IE PER/00 BETWEEN 7.·00 A.M. ANO SUNSET EACH DAY, MONDAY THROUGH FRIOAY ANO NO EARTHMOVING' OR CRAOINC OPERATIONS SHALL BE CONDUCTED ON WE£K£NOS OR HOLIOAYS: (A LIST OF CITY HOLIOA YS IS AVAILABL£ AT THE £NC/N£ERINC Of'PARTMENT COUNT£R.) 18. ALL OFF-SIT£ HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY £NC!N£FR FOR APPROVAL TWO FULL WORKING OA YS PRIOR TO 8£0/NNING OF WORK. TH£ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY OEBR!S OR OAMACE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A Rf'SULT OF THE GRADING OPERA T/ON. 19. NO BLASTING SHALL BE COMMENC£0 WITHOUT A CITY f'NC!Nf'ER APPROV£D BLASTING PROCRAM AND BLASTING Pf'RM!T. 20. THE £X!ST£NCE AND LOCA T/ON OF UTILITY STRUCTURES ANO FACILITIES SHOWN ON TH£ CONSTRUCTION PLANS Wf'RE OBTA!Nf'O BY A SEARCH OF TH£ AVAILABLE RECORDS. A TTf'NTION IS CALLED TO TH£ POSSIBLE EX/S1£NC£ OF OTl/f'R UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCA T!ON DIFFERENT FROM THAT SHOWN ON THE PLANS. 1/-1£ CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILIT!f'S SHOWN ON THE PLANS ANO ANY OTHER EXISTING FACILITIES OR STRUCTUR£S NOT SHOWN. 21. Tf/£ CONTRACTOR SHALL VERIFY THE LOCA T!ON OF ALL f'XIST!NC FACILITIES (ABOVE.CROUNO ANO UNDERGROUND) WITHIN THE PROJECT SITE SUFF!Clf'NTL Y AHEAO OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT TH£ ACTUAL LOCA T/ONS AR£ IN CONFLICT WITH TH£ PROPOSED WORK. 22. TH£ CONTRACTOR SHALL NOTIFY AFF£C1£D UTILITY COMPAN!f'S (SEE BELOW} AT LEAST TWO FULL WORKING OA YS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNOERCROUNO SERVICE ALERT SOC&E AT&T TIM£ WARNER COX COMMUN/CA T!ONS CITY OF CARLSBAD (STREETS ANO STORM ORAIN) CITY OF CARLSBAD (Sf'WER, WATf'R & RECYCLED WATER) CAUTION II CONTRACTOR TO VERIFY TH£ EXACT LOCA 1/0N OF EXIST/NC UTILITIES IN TH£ RELD PRIOR TO CONSTRUCTION! NOT£ II ELECTRONIC DA TA ALES AR£ FOR REFERENCE ONL Y AND AR£ NOT TO 8£ USED-FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ---~·---------------" ©2015 O'Day Consultants, Inc. 1-800-422-4/JJ 1-800-660-7343 /-800-892-0123 (160) 438-1741 {760) 806-9809 (160) 434-2980 (760) 438-2722 GRADING NOTES I. THIS PLAN SUPERSED£S ALL 01/-lf'R PLANS PRf'VIOUSLY APPROVE.O BY THE CITY OF CARLSBAD RECAROINC CRAOINC SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN OOES NOT Lf'SSEN OR WAIVE ANY PORTION OF 1/-1£ CARLSBAD MUNICIPAL CODE, Rf'SOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL OOCUMf'NTS LISTED Hf'REON AS THEY MAY PERTAIN TO THIS PROJf'CT. THE ENCINEf'R IN RESPONSIBLE CHARGE SHALL R£VIS£ THESE PLANS WHEN NON-CONFORMANC£ IS 0/SCO VEREO. J CITY APPROVAL OF PLANS 00£S NOT Rf'Llf'VE. Tl-!£ DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF f'RRORS ANO OMISSIONS DISCOVERED OUR/NC CONSTRUCTION. ALL PLAN Rf'VISIONS SHALL BE PROMPTLY SUBMITTEO TO Tl/£ CITY ENC/NEER FOR APPROVAL 4. A R!Cf!T-OF-WA Y PERMIT FROM Tl-I£ CITY £NC/NEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO Pf'RMIT ISSUANCE, A CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENOORSEMf'NT MUST BE FILED NAMING TH£ CITY OF CARLSBAD AS AN AOOITIONAL INSUR£0 ON THE PERMITT£E's POLICY IN Tl-IE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURR£NC£ OF LIABILITY. Tf/£ INSURANCE COMPANY WRITING THE POLICY MUST HA 'rE A RA TING OF "A-" OR BETTER ANO A SIZE CA !£CORY OF CLASS V OR BETTER AS ESTABLIS/1£D BY "BESTS" KEY RA TING GUIDE 5. UNLESS EXEMPTED BY Sf'CTION JOl.(b)5 OF TH£ UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REOU/Rf' SEPARAT£ PERMITS FROM TIIE BUILD/NC DEPARTM£NT. 6. NO WORK SHALL 8£ COMM£NC£0 UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM TH£ CITY AND 01/-lf'R APPROPRIAT£ AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENCIN££R D0£S NOT AUIHOR!Zf' ANY WORK OR CRAOINC TO BE P£RFORM£0 UNTIL THE PROPf'RTY OWNER's PERMISSION HAS 8££N OBTAINED ANO A VALID CRAO/NC PERMIT HAS BEEN !SSUEO. 8. NO REVISIONS WILL BE MAOE TO 1/-lf'SE PLANS WITHOUT THE WRITTEN APPROVAL OF 1/-1£ CITY ENCIN££R, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIA Tt SHEET OF THE PLANS ANO THE Tl TIE Sf/££T. 9. ORIGINAL ORAWINCS SHALL BECOME 1/-1£ PROPf'RTY OF Tl/£ CITY UPON BDNC S!CN£0 BY THE CITY ENC!NEf'R. 10. THE ORIGINAL ORAWINC SHALL BE REV!Sf'O TO REFLECT AS-BUil T CONDITIONS BY TH£ ENC/NEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. II. ACC£SS FOR FIRE ANO OT!-!ER EMERCf'NCY VEHICL£S SHALL BE MAINTA/Nf'O TO Tl-I£ PROJf'CT SITE AT ALL TIMES OUR/NC CONSTRUCT/ON. 12. WH£RE TR£NCH£S ARE WITHIN CITY £ASEM£NTS. A SOILS REPORT COMPR!Sf'O OF: (A) SUMMARY 5H££T, (B) LABORATORY WORK SH££TS AND (C) COMPACTION CURVES, SHALL 8£ SUBMIT1£0 BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY 00/NG BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGYNEERINC INSPECTOR IIITHIN TWO WORKING OA YS OF 1/-1£ COMPLETION OF FIELO TESTS. IJ A SOILS COMPACI/ON Rf'PORT ANO COMPLIANCE VER/FICA T!ON RECAROINC ADHf'RENCE TO Rf'COMMf'NOA T!ONS OUTLINED IN TH£ SOILS REPORT IS Rf'QU!Rf'O PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNOER 1/-1£ 0/RECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPL/£D SOILS MECHANICS. ALL FILL OR FUTUR£ FILL AREAS Sf/ALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLS8AO STANOARO SPECIF/CA T/ONS AND THE "EARTHWORK SPECIF/CATIONS" A TTAC/1£0 TO THE PRf'LIMINARY SOILS INVEST/CA T!ON. OA/1 Y FIELD COMPACTION Rf'PORTS WILL 8£ SUBMITT£0 TO Tf/E PROJf'CT !NSPf'CTOR. 14. A PR£CONSTRUCTION Mf'ETINC SHALL BE HELD AT THE SIT£ PRIOR TO THE Bf'CINNINC OF WORK ANO SHALL 8£ ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTl?UCT!ON, INSPECTION, SUPERVISION. TESTING ANO ALL OTHER ASPECTS OF Tf/£ WORK. THE CONTRACTOR SHALL R£QU£ST A PRECONSTRUCTION M££T!NC BY CALLING THE !NSPf'CTION LIN£ AT (160) 438-3891 AT Lf'AST FIVE(5) WORKING OAYS PRIOR TO STARTING CONSTRUCT/ON. Tf!E CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COOROINAT£ A OATE ANO TIME FOR THE PRECONSTRUCT/ON MEETING. APPROVED ORAIIINCS MUST BE AVAILABLE PRIOR TO SCHEDULING. Tl/£ GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT Tf!E MEETING. 15 ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL BE MAD£ BY CALLING fl/£ ENG/NEERING 24-1/0UR INSPECTION R£QU£ST LIN£ AT (760)438 J89I. INSPECTION Rf'QUEST MUST BE Rf'CEIVEO PRIOR TO 2.·00 P.M. ON THE OAY 8£FOR£ THE IN.SPECTION IS NEEOED. INSPECTIONS WILL BE MAOE THE NEXT WORK OAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2.·00 P.M. WILL 8£ SCHEOUL£0 FOR TWO FULL WORK DA YS LATER. 16. THE OWNER ANO/OR APPLICANT 1/-IROUCf/ Tl/£ DEVELOPER ANO/OR CONT!?ACTOR Sf/ALL OES!CN, CONSTRUCT ANO MAINTAIN ALL SAFETY 0£VIC£S; INClUDING SHORING, ANO SHALL 8£ SVLEL Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEOERAL SAFETY ANO NEAL TH STANOAROS, LAWS AND REGULA T!ONS. 17. Tf/£ CONTRACTOR Sf/ALL CONFORM TO LABOR COOE Sf'CTION 6705 BY SUBMITTING A OETA/1 PLAN TO TH£ CITY £NC!N££R AND/OR CONCERNED AGENCY SHOWING Tl/£ DESIGN OF SHORING, BRACING SLOPING OR 01/-lf'R PROVISIONS TO BE MAOE OF WORKER PROTECI/ON FROM THE HAZARO OF CAVING GROUND OUR/NC THE EXCAVATION OF SUCH Tl?ENCH OR TRENCHES OR OUR/NG THE PIP£ INSTALLA T!ON THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRf'NCHES FIVE FEET (5') OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCA VA T!ON. IF 1/-1£ PLAN VAR!f'S FROM THE SHORING SYSTEM STANDARDS ESTABLIS/1£0 BY THE CONSTRUCTION SAFETY ORD£RS. TITLE 8 CALIFORNIA AOMINISTRA T/VE COOF, THE PLAN SHALL BE PREPARED BY A REC/STEREO ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVA T!ON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLAST/NC SHALL 8£ PERFORMED UNTIL A VALIO BLASTING PERMIT HAS BEEN OBTA!Nf'O FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA T!ON FOR BLASTING Pf'RMIT WELL IN AO VANCE OF Tl-I£ SCHf'DULING OF BLASTING OPERA T!ONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES AR£ 0/SCOVEREO WITHIN ANY WORK ARf'A DURING CONSTRUCT/ON, OPERATIONS WILL CEASE !MMEOIATELY. ANO THE PERM/TT£[ WILL NOTIFY THE CITY ENGINEER. OPERA T!ONS WILL NOT Rf'START UNTIL THE PERMITTEE HAS Rf'CDVE.O WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 20. ALL OPERATIONS CONDUCTED ON THE 511£ OR ADJACENT THERETO, /NCLUOINC WARMING UP, REPAIR, ARRIVAL, 0£PARTUR£ OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTflf'R ASSOCIAT£0 CRAOINC f'OUIPMENT SI/ALL 8£ LIM/TEO TO THE PER/00 BETWEEN 7:00 A.M. ANO SUNSET EACH OAY, MONDAY Tl/RU FRIOAY ANO NO EARTHMOVING OR CRAOINC OPf'RAT!ONS SHALL BE CONOUCT£0 ON WEEKENDS OR HOL/OAYS. (A LIST OF arr HOLIOAYS IS AVAILABLE AT TH£ ENC/NEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL 8£ SUBMITT£0 BY 1/-1£ CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATf'RIAL SHALL 8£ OBTA!Nf'O FROM, ANO WASTE MATERIAL Sf/ALL BE 0£POS!T£D AT, A SIT£ APPROVED BY THE CITY ENGINEER. 1/-1£ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR OAMACE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT ST!?f'ETS AS A Rf'SUL T OF THE GRADING OPf'RA T/ON. 23. BRUSH SHALL BE REMOVED ON/ Y WITHIN 1/-1£ AREA TO BE GRADED. NO Tl?EES ARE TO 8£ Rf'MO 'rED UNLESS SP£C/FICALL Y NO 1£0 ON 1/-1£ PLAN. 24. ALL AREAS SHALL BE CRAD£0 TO DRAIN. GRADING RESULTING IN THE PONO/NC OF WA ff'R IS NOT PERMITTED. ALL EART/-lf'N SWALES ANO 0/TCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. Tl/ES£ PLANS ARE SUBJECT TO A S!CN£D ANO APPROV£D SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS Sf/OWN AND AS APPROVED BY TH£ CITY ENG!Nf'ER OR AS 0/RECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPf'S SHALL 8£ TRIMMED TO A FINISH GRAD£ TO PRODUCE A UNIFORM SURFACE ANO CROSS Sf'CTION. THE SIT£ Sf/ALL 8£ LEFT IN A NEAT AND ORO£RLY CONDITION. ALL STONf'S, ROOTS OR OTH£R DEBRIS SHALL BE REMOVEO ANO DISPOSED OF AT A SIT£ APPRO'rED OF BY THE Cl TY £NC!N££R. I 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR I/YOROS££0ED WITHIN TEN (10) OAYS OF THE TIME WHEN EACH SlOPE IS BROUGHT TO CRAOE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHEO ON ALL SLOPES ANO PAOS AS Rf'QUIREO BY 1/-1£ CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJf'CT, ORAWINC NO. ___ -__ ,AND/ORAS O!R£C1£0 BY THE CITY £NGINE£R OR PLANNING 0/RECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COOROINA 1£ Tl/£ WORK OF THESE GRAO!NC PLANS WITH 1/-IA T SHOWN ON BOTH THE LANDSCAP£ ANO !RR/GA T!ON PLANS ANO Tl/£ IMPROVf'MENT PLANS AS R£0UIR£D FOR Tl/IS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQU!Rf'Mf'NTS. JO. Wllf'RE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE CRAOINC OPERATION, IT SHALL BE REMOVED WITHIN TWENTY F££T OF BUILDING OR STRf'ET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS Tl/£ PIPE WILL BE PLUCGEO WITH CONCRET£ OR Rf'MO'rED AS APPROVED BY TH£ CITY ENC!NEf'R. JI. Tf/£ CONTRACTOR SHALL VE.RIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVECROUNO ANO UNOER GROUND) WITHIN THE PROJECT SITE SUFFICIENT/ Y AHEAO OF GRADING TO Pf'RMIT Tl/£ Rf'VISION OF THE GRADING PLANS IF IT IS FOUND 1/-IA T Tl/£ ACTUAL LOCA T!ONS ARE IN CONFLICT WITfl THE PROPOS£D WORK. J2 Tf!E CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW} AT LEAST 2 FULL WORKING OA YS PRIOR TO STARTING CRAOING NEAR THEIR FACILITIES ANO SHALL COOROINA 1£ THE WORK WITH A COMPANY REPRESENTATIVE. UNDERCROUNO SERVICE ALERT SOC&E AT&T TIME WARNER CABLE COX COMMUN/CA T!ONS CITY OF CARLSBAD (STREETS & STORM ORAIN) CITY OF CARLSBAD (SEWER, WATER & RECYCLED WA Tf'R) KINOER MORGAN (FUEL LINES) J3. PERMIT COMPLIANC£ REQU!Rf'MENTS.· (800) 422-4/JJ (800) 660-1 J4J (800) 892-0123 (160) 438-7741 (160) 806-9809 (160) 434-2980 (760) 438-2722 (619) 283-6511 A. FOR CONT/?OLLEO CRAOINC -1/-1£ APPLICANT 11/Rf'S A CIVIL £NCIN£ER, SOILS ENCINEf'R, AND/OR GEOLOGIST TO GIVE Tf'CHNICAL AOVICE, OBSf'RVE ANO CONTROL THE WORK IN PROGRESS 15.16.120 A.8 CARLSBAD MUNICIPAL CODE. 8 PRIOR TO FINAL APPROVAi OF A CRAOINC PERMIT -TIIE FOLLOWING REPORTS MUST 8£ SUBMITTED TO THE CITY ENC/Nf'ER VIA THE PROJECT INSPECTOR 15.16.120 A.10 CARLSBAD MUNICIPAL COOE.- (1) FINAL REPORT BY SUPERVISING CRAOINC ENCIN££R STA TING ALL CRAOINC IS COMPLETE. ALL EROSION CONTROL, SLOP£ PLANTING ANO IRRIGATION ARE INSTA/1£D IN CONFORMANCE /'Ill/-/ CITY COO£ ANO THE APPROVED PLANS (OBTAIN SAMPLE OF COMPL/ANC£ Lf'TTER FROM CITY £NC/NE£RINC Of'PARTMENT). (2) AS-BUILT CRAOINC PLAN. (J) REPORT FROM 1/-1£ SOILS £NCIN££R, WHICH INCLUD£S RECOMMf'NDEO SOIL BEARING CAPACITlf'S, A STATEMENT AS TO THE EXPANSIVE QUALITY OF 1/-1£ SOIL, ANO SUMMARIES OF Flf'LD ANO LABORATORY Tf'STS. THE Rf'PORT SHALL ALSO INCLUDE A STATEMENT BY Tf!E SOILS ENGINEER THAT THE GRAO!NC WAS OONE IN ACCORDANCE WIT!/ THE R£QUIREM£NTS ANO R£COMM£NOA T!ONS OUTLINEO IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. (4) Rf'PORT WITH AS-BUILT GEOLOGIC PLAN, IF R£QUIR£D BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSU£D WITHIN ON£ (I) Yf'AR AFTER THE CITY ENC/NEER's APPROVAL, THESE PLANS MAY BE Rf'QU!Rf'O TO BE RESUBMITTED FOR PLANCHf'CK. PLANCf!ECK FEES WILL BE R£QUIR£D FOR ANY SUCH RECHECK. 35. 1/-1£ SOILS REPORT PR£PAR£0 BY ICC VALLEY, INC.. PROJECT NO. /JJ02J-05, OA TEO 10/29/14, SHALL 8£ CONS!Of'Rf'O AS A PART OF THIS PLAN. ALL GRADING ANO !MPROVE.Mf'NTS SHALL BE OONE IN A CCOROANCE WI TH 1/-1£ RECOMMf'NOA TIONS ANO SPf'CIFICA T!ONS CON TA!Nf'O IN SAID SOILS Rf'PORT. 36. IN ACCORDANCE WITH THE OTY SUSMP, ALL STORM ORAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "SIENOLS" TO BE AOOEO TO PROHIBIT WAST£ 0/SCHARCES DOWNSTREAM. STENCILS Sf/ALL BE ADOEO TO TH£ SA T!SFACTION OF Tl/£ CITY £NC/NEER. WATER NOTES I. WATER & REC. WATER MAIN ANO APPURTENANCf'S SHALL 8£ CONST!?UCTEO IN ACCORDANC£ 111TH THE "CITY OF CARLSBAD £NC/NEERING STANOAROS" (LA TEST EOITION) VOLUMf'S 2 & 3. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION Pf'RMIT FROM THE 0/VISION OF INDUSTRIAL SAF£TY BEFORE ANY EXCAVATION ANO Sf/ALL PROV/OE PROOF OF OSHA NOT/FICA TION ANO SHALL AOHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY OROf'RS. 3. BEFORE ANY CONNECTION OR Sf/UT DOWN OF VALVES ON EXIST/NC C.M. WO. LINES, A PERMIT Sf/ALL 8£ OBTA/Nf'O FROM TH£ C.M. WO. OFF/Cf' ANO MUST BE SICNEO ANO APPROVED BY THE CITY OF CARLSBAO's OEPUTY CITY f'NC!Nf'ER ANO THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A ?RECONSTRUCT/ON CONF£R£NCE MEf'TING SHALL 8£ HELO A MINIMUM OF 7 OAYS Bf'FORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENCIN££R/NC INSP£Cl!ON 48 HOURS PRIOR TO Bf'G/NNINC OF CONSTRUCT/ON, Tf'LEPHONE N0.(160) 438-3891 FOR SlHEOUL/NC. 5. THE CONTRACTOR Sf/ALL NOTIFY THE CITY OF CARLSBAD ENC/NEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO 1/-IA T INSPECTION MAY BE PROVIDED -1£LEPHON£ NO. (16'0)4J8-J89I. 6. NO TR££S OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EAS£M£NT, ALL EXISTING TR£ES ANO STRUCTURf'S Sf/ALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SI/ALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BUR!EO COPPER PIPING ANO APPURTENANCES SHALL 8£ PROT£CT£D BY Mf'ANS OF CAT/100/C PROTECTION. IF DEVELOP£R/OWNER CONDUCTS A SOILS TEST Rf'PORT AND DEMONSTl?A TES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE 0/ST!?ICT ENGINEER WILL CONS!Of'R AN ALTERNATIVE FORM OF PROTECTION. 8. T!-/E EXACT HORIZONTAL AND VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF TH£ FIR£ LIN£ LOCATED Bf'TWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIR£ MARSHAL 9. ALL POTABLE WATER AND REC. WA/ER SERV!Cf'S Sf/ALL 8£ /" ANO ALL METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTEO ON PLANS). 10. ALL WATER METER BDXf'S SHALL 8£ 17" X JO" X 12" POLYMf'R CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. II. MINIMUM SPACING BETWEEN POTABLE WATER LA !£RAIS ANO Sf'WER SERI/ICES SHALL BE 10 FEf'T. 12. THE TOP OF WATf'R METf'R BOXf'S SHALL BE FLUS// WITH THE FINISHEO SURFAC£ CRAOE. 13. CONSTl?UCT/ON OF WA 1£/i' MAINS ANO REC. WATER MAINS Sf/ALL ADI/ER£ TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA 's 0£PARTM£NT OF NEAL TH SERVICES. 14. AXIAL Of'FLECTION AT Tl-I£ PIPE JOINTS ARE NOT ALLOWED. 1/-1£ USE OF A HIGH-DEFLECT/ON COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEEO 4 OECR££S TOTAL Df'FLECTION Pf'R COUPLING (2 OECR£ES/£ACII CASKET). USE CERTAINTEED "VINYL-IRON" HO. FOR C900. 15. SEE T!?ACER WIRE NOTES ON SH££T J 1,._o, ESS; o,i,.,. ,:f <J,'cj.GE O'o_,)-~ ~ DESIGNED BY: N.F./K.H. DRAWN BY: T.G./G.M. PROJECT MGR.: G.O. DATE: FEB. 2013 SCALE: AS SHOWN JOB NO.: 10-1307 BENCHMARK DESCRIPTION: 25" DISC STAMPED "CLSB-105, LS. 6215" STREET NOTES I. ACTUAL STRUCTURAL SECTIONS WILL 8£ DETERMINED AFTER "R" VALU£ TESTS HAVE Bf'EN CONOUCTEO BY A PROFESSIONAL ENC!Nf'ER OF THE STAT£ OF CALIFORNIA, PR/NC/PALLY 00/NC BUSINESS IN THE F!ELO OF APPLIED SOIL MECHANICS, ON THE PR£PAR£D BASEMENT SOIL. 1/-1£ "R" VALU£ TESTS ANO Tl/£ £NCIN£EREO STRUCTURAL SECTION MUST BE SUBM!TTEO TO THE ENGINEER/NC !NSPf'CTOR FOR Rf'VIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFOR£ THE /YORK BEGINS. 2. STR££T LIGHTS SHALL 8£ /NSTALL£0 AS SHOWN ON THESE PLANS. UNOERCROUNO CONDUIT RUNS, SERVICE POINTS ANO HANO-HOL£S SHALL Bf' SHOWN ON Tf/£ ''AS-BUILT" PLANS. NO DIRECT BURIAL STR££T LICHT FOUNOA T/ONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TrPE. 3. ALL UNOERGROUNO UTILITIES AND LATERALS SHALL BE !NSTALL£D PRIOR TO CONSTRUCT/ON OF CURBS. CROSS CUTTERS OR SURFACING OF STR££TS. 4. STORM ORAIN PIP£ SHALL 8£ RE!NFORC£0 CONCRf'TE PIPE 111TH A MINIMUM D-LOAO OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZ£0 PROV/OED Df'PTH IS LESS T!-IAN 15 FEf'T ANO BACKFILLED WIT!-! J/4" ROCK PER SORSO S-4 TYPE 'C" ANO PIPE M££TS ASTM STANOARO 3034 FOR SDR J5 SOL/0 WALL PIPE. 5. WH£R£ AN EXISTING PIPE LINE IS TO 8£ ABANOON£D IT SHALL BE Rf'MOVEO WITHIN TWENTY FEET OF BUILDING OR STREf'T AREAS ANO Rf'PLACEO WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS Tl/£ PIPE WILL BE PLUCCEO WITH CONCRETE OR REMOVED AS APPROV£0 BY THE CITY f'NC!Nf'ER. 6. WHf'ELCHAIR RAMPS SHALL BE INSTALLED PER REQU!Rf'MENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE COD£ 7. STl?EET TR££S SHALL BE INSTALLED PER SECTION IV O.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARK£RS SHALL 8£ PLACED IN THE STREET WITHIN fl/£ LIMITS OF /YORK OF THIS PLAN PER SORS owe M/9. 9. ALL SURVEY MONUMENTS ANO POINTS THAT ARE DISTURB£D BY T/-1/S WORK SHALL BE REESTABLISHED, PERP£TUAT£D, ANO DOCUMENTED PER THE PROFf'SSIONAL LANO SURVEYORS ACT. JO. TWO (2) Sf'TS OF SURVEY (CUT) SHEETS SHALL BE PROV/OED TO THE CITY ENGINEER/NC INSPECTOR. SEWER NOTES I. SEWER MAIN ANO APPURTENANCf'S SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEER/NC STANDARDS (LA TEST EDITION), VOLUME I -GENERAL DESIGN STANOAROS, CHAPTf'R 6-0f'SICN CRITERIA FOR GRAVITY SEWER L!Nf'S ANO APPURTENANCES, AND VOLUME J -STANDARD DRAWINGS ANO NOTES ANO THE STANOARO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TtST EDITION (GRf'EN BOOK). 2 THE CONTRACTOR SHALL OBTAIN AN EXCAVA T!ON Pf'RM!T FROM THE 0/VIS!ON OF INDUSTRIAL SAFETY Bf'FORE ANY EXCAVATION AND SHALL AOHERE TO ALL PROVISIONS OF 1/-1£ STAT£ CONSTRUCT/ON SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTR/C(S EXISTING SYSTEM, A Pf'RMIT Sf/ALL BE OBTAINED FROM THE 0/STR!CT. IT MUST BE SICN£0 ANO APPROVE.D BY TIIE 0/STRICT's £NC!N££R ANO SUPERINTENDENT. 4. BEFORE CONSTl?UCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CYTY RIGHT OF WAY PERMIT SHALL 8£ REQUIRED. 5. TH£ CONTRACTOR SI/ALL NOTIFY fl/£ CITY OF CARLSBAD ENGINEER/NC INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEP/ION£ NO. [760} 4J8-J891) SIGNING AND STRIPING NO TES !. THE CONTl?ACTOR IS Rf'SPONS/BLE FOR INSTALLING ALL SIGNING ANO STRIPING. 2. SIGNING; STRIPING ANO PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (Fl/WA 's MUTCO 200J REVISION/, AS AMENDED FOR US£ IN CALIFORNIA), CAL TRANS STANOARO SPECIF/CATIONS (JULY 2006 OR LA TEST VE.RS/ON THEREOF), TH£S£ PLANS ANO THE SPECIAL PROVISIONS. 3. ALL SIGNING ANO_ STRIPING IS SUBJECT TO TIIE APPROVAL OF Tl/£ PUBLIC WORKS 0/RECTOR OR HIS R£PR£S£NTA TIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THES£ SIGNING ANO STRIPING PLANS SHALL BE APPROV£0 BY TH£ ENC/NEf'R OF WORK ANO PUBLIC WORKS 0/REC TOR PRIOR TO ANY CHANCE IN THE FIELO. 5. ALL STRIPING SHALL 8£ REFLf'CT!VE Pf'R CA/TRANS SPf'C!FICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. 6. PRIOR TO FINAL ACCEPTANC£ OF STREET IMPROVEMENTS, ALL STREET STRIPING ANO ANO MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "UK£ NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING ANO STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS 0/RECTOR OR HIS REPRESENTA T/VE PRIOR TO INSTALLA T!ON. 8. CONTRACTOR SHALL REMOVE ALL CONFLICT/NC PAINTED LINES, MARKINGS ANO PA Vf'MENT LECENOS BY CR/NO/NC. OEBRIS SHALL BE PROMPTLY Rf'MOVE.D BY THE CONTRACTOR. 9. ALL PAVEMENT LECENOS SHALL BE 1/-1£ LA TEST VERSION OF THE CAL TRANS METRIC STENCILS. 10. LIMIT LINES ANO CROSSWALKS SHALL 8£ FIELD LOCA 1£0. CROSSWALKS SHALL HA VE 10' INS/Of' 0/Mf'NS!ON UNLf'SS OTHERWISE SPECIFIED. II. ALL CROSSWALKS, 1/Mlf LINf'S, STOP BARS, PAVEMENT ARROWS ANO PAVEMENT LEGENDS SHALL 8£ THERMOPLASTIC UNLESS OTHERWISE SP£C/F/£D. 12. FIRE HYDRANT PA VE.MENT MARKERS Sf/ALL CONFORM TO TIIE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL 0£VIC£S (Fl/WA 's MUTCD 200J REVISION/, AS AMEN0£0 FOR USE IN CALIFORNIA) ANO SAN 0/ECO Rf'G,ONAL STANOARO DRAWING M-19. 13. ALL MEO/AN NOSES AND FLARES SHALL BE PAINTED Yf'LLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN 1/-1£ CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (Fl/WA 's MUTCD 2003 REI/IS/ON/, AS AMf'NDEO FOR US£ IN CALIFORNIA) UNLf'SS OTHERWISE SPf'CIFIED. 15. SIGN POSTS SHALL 8£ SOUARE P£RFORAT£0 STEEL TUBING WIT!-! BREAKAWAY BAS£ PER SAN 0/ECO REGIONAL STANOARO ORA WING M-45. 16. WHf'N A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOV£0 BY THE CONT!?ACTOR SHALL 8£ OELIVER£0 BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A Vf'NUE. 18. ALL SIGNS SHOWN ON 1/-lf'SE PLANS Sf/ALL BE NEW SIGNS PROV/0£0 ANO INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPf'C!FICALL Y SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19. ALL S!CNACE SHALL BE R£FLECT!V£ PER ASTM Of'SICNATION 04956 ANO SHALL USE TYPE l..'l PRISMATIC REFLECTIVE SHEETING (II/Cf/ INTENSITY PR/SMA TIC OR EQUAL) UNLESS OT!-/ERWISE SPECIFIED RI-I "STOP" AND STR££T NAME SIGNS SHALL US£ TYPE IX PRISMATIC CVBE-CORNER Rf'FLECTIVE SHEETING (OIAMONO CRAOE VIP OR EQUAL) 20. LETTERING ON STREET NAM£ SIGNS SHALL BE 6" fl/CH CAPITAL LETTERS. THE FONT USEO FOR LETTER/NC ON STl?EET NAME SIGNS SHALL BE CLEARVIEW RECYCLED WATER NOTES !. ALL WORK SHALL BE OONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WA TtR D!STR!CT's RULES ANO REGULATIONS. 2. ORINK!NC WATER FOUNTAINS AND DES!GNATEO OUTDOOR EA TING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH REC. WATER SPRAY, MIST OR MISTING. J BEST MANACEMf'NT PRACTICES SHALL BE USED TO EL/MINA TE OR CONTROL TO TH£ Bf'ST EXTENT POSSIBLE PONO/NC, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICT/ Y PROfl!B!TEO. 5. CROSS-CONNECTIONS BETWEEN REC'. WATER LINES ANO POTABLE WATER LINES AR£ STRICT/ Y PROHIBITED. 6. NO SUBSTITUTION OF PIP£ MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF TH£ CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 1. ALL MAINLINE PIPES SHALL HA VE WARNING TAPE PER CARLSBAD MUNICIPAL WATER 0/STR!CT's RULES ANO REGULA T!ONS. 8. HOURS FOR !RR/CATION WITH REC. WATER ARE FROM 9: 00 P.M. TO 6: 00 A.M. THE HOURS FOR /RR/CA T!ON WITH DISINFECTED TERTIARY REC. WATER MAY 8£ MODIFIED BY THE LOCAL AUTHORITY. /RR/CA T!ON DURING PUBLIC USE Pf'R!OOS WITH 0/S!NFECTEO TERTIARY Rf'C. WATER SHALL 8£ UNO£R THE SUPERVISION OF THE 0£S!CNA1£D USER SUPERVISOR. !RR/CA T!ON WITH WATf'R OF A L£SS£R QUALITY THAN 0/S!NFECTEO TERTIARY Rf'C. WATER SHALL 8£ 8£TWE£N THE HOURS OF 9: 00 P.M. TO 6.· 00 A.M. 9. BURIAL OF ALL WIRING ANO PIPING SHALL MEET CARLSBAD MUNICIPAL WA 1£R 0/STR!CT's RULES AND REGULA TIONS. 10. NON-Of'SICNA 1£0 USE AREAS SHALL BE PROTECTED FROM CONTACT WITH REC. WATER, WHETHER BY WIND BLOWN SPRAY OR BY 0/Rf'CT APPLICATION THROUGH !RR/CATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY Of'SIG'N, CONSTl?UCT!ON PRACT/Cf' OR SYSTEM OP£RA TION IS STRICTLY PR0/1/8/TEO. II. IRRIGATION HEADS SHALL 8£ RELOCATED OR AOJUSTEO TO MINIMIZE OR £LIM/NAT£ OVER- SPRA YING ON S!Of'WALKS, ST!?EETS ANO NON-Of'SICNATED US£ AR£AS. 12. REC. WATER QUICK COUP/INC VAL!,/;S SHALL BE OF A TYPE D£SIGN£0 FOR THE USE ON REC. WATER 0/STl?/BUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER 0/STR/C(S RULES ANO REGULA T/ONS. 13. ON REC. WATER SYSTEMS, ALL APPURTENANCES (SPRINKLf'R HEAOS. VAL VE BOX£S, ETC.) SHALL 8£ COLOR-COOED PURPL£ Pf'R AWWA CU!OEL!Nf'S ANO SECTION 116815 OF THE CALIFORNIA HEAL TH ANO SAFETY COOE. 14. ALL !RR/CA T!ON PIPE SHALL BE STENC!LEO WITH /YARN/NC, "NON-POTABL£ OR REC. WATER''. COLOR-CODEO (PURPLE) ANO LA/0 WIT!-! WARNING TAPE ANO STENCILING OR!f'NTEO TOWARO Tf/£ TOP OF fl/£ TRENCH PER Tf/£ CARLSBAD MUNICIPAL WATER D/STRICT's RULES ANO REGULA T!ONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WA TtR, CONSTANT PRESSURE REC. WATER ANO SEWER LINf'S SHOULD 8£ PLAC£0 A MINIMUM OF FOUR FEET APART OR AS 0/RECTEO BY THE PROJECT ENGINEER ANO/OR REGULATORY AGENCY. MEASURf'MENTS SHALL 8£ BETWEf'N FACING SURFACES. NOT PIPE CENTERLINES. 16: CONSTANT PR£SSURE Rf'C. WATER LINf'S SHALL CROSS AT LEAST TWELVE INCHf'S BELOW POTABLE WATER LINES ANO MAINTAIN AT LEAST TWELVE. INCHf'S CROSSING SEPARATION 8£TWE£N OTHf'R UTILITIES. 17. IF A CONSTANT PRESSURE Rf'C. WATER LINE MUST BE INSTALIEO ABOVE A POTABLE /YATER LINE OR 1£55 THAN TWELVE INCHES BELOW A POTABLE WAT£R LINE, THEN THE Rf'C. WATER LINE SHALL 8£ !NSTALLEO WIT!-1/N AN APPROVED PR01£CTIV£ SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER D!STR/C(S RULES AND RECULA T!ONS. 18. THE R£QUIR£0 CROSS-CONNECTION SHUTDOWN TEST SHALL BE OONE BY 1/-1£ CARLSBAD MUNICIPAL WAT£R 0/ST!?ICT AND THE SAN 0/ECO COUNTY 0£PARTl.f£NT OF ENVIRONMENTAL HEAL TH. 19. THE Rf'QU/REO CROSS-CONNECTION INSPECTION SHALL BE OONE BY EITHER T!-1£ CARLSBAD MUNICIPAL WATER 0/STRICT ANO/OR THE SAN 0/ECO COUNTY Of'PARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL 8£ FORWARDED TO THE NON-INSPECTING PARTY. 20. TH£ Of'S!CN ANO I OCA TIONS PROPOSED FOR REC. WA TER "00 NOT ORINK" SIGN SHALL 8£ CALL£D OUT ON THE PLANS. 21. WHf'N Rf'C. WA 1£R BECOMES AVAILABLE, AN ON-SIT£ USER SUPERVISOR SHALL 8£ [)£S/GNAT£0 IN WRITING. THIS !NO!V!DUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECT/ON PROTtCTION, THE REC. PURVEYORS RUL£S ANO Rf'CULA T!ONS ANO THE SPECIFIC REQU/Rf'Mf'NTS OF A REC. WATER SYSTEM. COP!f'S OF TH£ DESIGNATION, WITH CONTACT Pl/ON£ NUMBf'RS SHALL 8£ PROVIDED TO TH£ CARLSBAD MUNICIPAL WATER 0/STR!CT. IN CASE OF EMERGENCY CONTACT KEVIN BRICKLEY AT (160) 877-9885. 22. ALL PUBLIC ANO PR/VA TE POTAB/£ WATER MAINS INCLUO!NC FIRE MAINS AND ANY WA Tf'R WELLS ANO WATER COURSES WITHIN 1/-1£ REC. WATER PROJ£CT SHALL 8£ Sf/OWN ON Tl/£ PLANS. 23. CALL OUT ON Tl-IE PLANS IF Tl/ERE ARE OR ARE NOT DRINKING FOUNTAINS ANO/OR DESIGNATED OUTDOOR £A TING AREAS ON TIIE SITE. 24. A PHYSICAL Sf'PARA TION SHALL 8£ PROV/OED BETWEEN ADJACENT AREAS !RR/CA TEO WITH REC. WATER ANO POTABLE WATER. Sf'PARA T!ON SHALL 8£ PROV/0£0 BY 0/STANCE, CONCRETE MOW STRIPS OR 01/-lf'R APPROVED Mf'Tf/00S. 25. ALL IRRIGATION BACKFLOW PR£VEN1£RS SHALL BE TESTEO BY A CERTIF/£0 TESTER ANO RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WA 1£R 0/ST!?ICT. PIP£ Bf'TWEEN THE METER ANO BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER''. APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUNO ON TH£ CITY WEB SIT£ AT WWW Cl CARLSBAD. CA.US/POFOOC.HTML ?PIO-J40. 26. SEE Tl?AC£R WIRE NOTES ON SHEET 3 "AS BUILT" f-----+---+------------1---+--+--+------, I SH2EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 96 ::=:::::===:..::::==================::::..'::===::::::::; GRAD/NC & IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL c.o.P. 11-10 ,..; t'> "' -i3 NO. 32014 i,, 1ii EXP. 12/31/16 f;J 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox; 760-931-8680 ODoyConsultonts.com Civil Engineering Planning Processing Surveying LOCATION: IN NORT/-lf'AST CORNER OF CANNON RO. BR/00£ OVER AGUA HED/ONDA CREEK, APPROVED BY: /J () ILi A J__J_ JASON S_ GELDERT f/QIJo,v X fi.tJ4lU;L G • It, , UIS ENGINEERING MANAGER RCE 63912 EXP. 09/JQ/16 DATE ENGINEER OF WORK: * * o'"1~ CIVIi. (<.*'<- OF CAll<<J ,L.h_~ .,._,,·-v·=:::-c,,()'.'..._!:'f}.C..:7aJll=1--~D'.'.:'.AT'..=:..:E: ~/lr 15' GEORGE 1D'DAY // RCE: 32 14 120 F££T SOUT/-1/fEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 11271 (PT. NO. 105) ELEVATION: 45. 410 M.S.L. DA TUM: NOVO 1929 11\ DATE INITIAL ENGINEER OF WORK G:\101)07\IC·07'/,il02.J11g May 18, n15 9:24cin x,~r, ·007,\\1: 10on1 DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DA 1E INITIAL CITY APPROVAL DWN BY:~~- CHKD BY: .Ju<,. RVWD BY: ..,1!,(!.. PROJECT NO. DRAWING NO. C.T. !J-OJ 477-6 J l I · 1 " ! ' ~ I • I I I I ~ J: S ' ' ' ' ' N 0 ... 10 OI 0 11 l> ::E z (j) z C s co m :JJ 0 :JJ ~ z (j) z C s co m :JJ 0 :0 Cl l> :e ::E c:,- .l>,2 -.a Gl ... z 'C OI 3:: co m ;o TRACER WIRE NOTES /, PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE ANO SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VAL VE STANDS BY MEANS OF DRILLED HOLE IN PIPE STANO WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH THE VAL VE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONC PIPE ANO TERMINATE IN ADJACENT VAL VE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL SPLICING KIT CONSISTING OF A SPLIT BOLT CONNECTOR, MOLD, ANO A TWO PART ENCAPSULATING EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENT OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF 8[!NG LOCATED US/NC THE TRACER WIRE. PROTECT WIRE INS.ULA TION FROM DAMAGE DURING !NSTALLA TION ANO BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. 2 TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INS.ULA TION SPECIF/CALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYEfHYI.ENE INSULATION Sf/ALL CONFORM TO ASTM O 1248, TYPE I, CLASS C. WIRES WITH CUT OR DAMA CEO !NSULA TION ARE NOT ACCEPTABLE ANO REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REOUIREO AT THE CONTRACTOR's EXPENSE. KEY LEGEND SEWER. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. . -S------ CAUTION II CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE RELD PRIOR TO CONSTRUCTION! NOTE II ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2015 O'Day Consultants, Inc. SEWER ACCESS HOLES ........... _........ . O WA /ER ....................................... _ -W -- REC. WATER ................. _ ...... _ ........ _ ---RW-- GATE VALVES .... _____________ . ______ . _______ _ FIRE H'flJRANT ......... _ ...... _ .......... _ .. _ STREET LIGHT ~ --J::1: STORM DRAIN. =SO EXIST. SEWER .. EXIST. WATER ... _____________________________ _ EXIST. EFFLUENT LINES .. ___ .. EXIST. CAS LINES ............ _ ...... _ ...... .. EXIST. CABLE TV LINES ......... _ ........ _ EXIST. 10' & 16' FUEL LINES ........... _ EXIST. OVERHEAD LINES. EXIST. MCD TEL LINES -f( EXIST. STREET LIGHT .................... _ ¥ ~,>.Of ESS I O,u 0' .?r<'.GE Oa 'I, <3' o/ '1;.. ~ " "' "' --NO. 32014 :z ~ EXP. 12/31/16 m * * u'.q,>, C/V\\. fl-*"; (' or CA\..l<Q 2710 Loker Avenue West Suite 100 Corlsbod, California 92010 760-931-7700 Fox: 760-931-B6B0 ODayConsul tan ts.com s w IT (_,' C,,1/V FUFl -01-1 - I -- Civil Engineering Planning Processing Surveying ··----.. ''", '~-~->~ "--.,_.,-- -, \ ' \ -~~---, --------;_;:;,-- [ ' I / / ;' / / ' ////// SHEET INDEX SH££T NO. I 2 3 4-6 1-15 16-24 25-33 34-42 43-44 45 46-41 49-14 15-92 93-96 48 DESCRIPTION TITLE SHEET -v/C!NITY MAP, NOTES, LEGEND GENERAL NOTES, GRAOINC NOTES, UTILITY NOTES KEY MAP, SHEET INOEX STREET SECTIONS, DETAILS IIJ EL CAMINO REAL GRAO!NG ANO DEMOLITION ! El CAMINO REAL STORM ORA!N El CAMINO REAL STREET IMPROVEMENTS, SEWER &-REC. WATER EL CAMINO REAL MEDIAN IMPROVEMENTS PEOESTRIAN RAMP DETAILS GUARDRAIL DETAIL STRUCTURAL OETAIL FOR HEADWALL & CLEANOUT TRAFFIC PLANS LANOSCAPING & /RR/GA TION RETAINING WALLS, PLAN/PROFILE AND DETAILS (BLOCK WALLS) BLANK DESIGNED BY: N.F./K.H. DATE: FEB. 2013 "AS-BUILT" DRAWN BY: T.G./G.M. SCALE: AS SHOWN PROJECT MGR.: G.0. GEORGE ODAY f------------------1 P.E. 32014 JOB NO.: 10-1307 ENG/NEER OF WORK: REVIEWED BY: ~~[JJ)7 GEORGE 1JAY DATE:5 le,,/1£_ RCE: /32014 INSPECTOR EXP. ___ _ I DATE DATE ,1-~ -I ~ol• • , •..• ··,,) I/ --· J ' -.,-·-I KEY MAP SCALE-/" = 100' BENCHMARK DESCRIPTION: 25" DISC STAMPED 'CLSB-105, LS. 62/5' LOCATION: IN NORTHEAST CORNER OF CANNON RO. BR/OGE OVER AGUA HED!ONOA CREEK, 120 FEET SOUTHWEST OF El CAMINO REAL RECORD FROM: R.O.S. NO. 11211 (PT. NO. 105) ; \ /1\ DATE /N/llAL ENG/NEER OF WORK Ll:\10\JUl\100/Wl0J.dw<J May 28, 2015 8:J5am REVISION DESCRIPTION ---II I /J I 111 I Ii p·~· ;- Xrefs: 1007WI; 1007'/ilLY, 1007AN: 1007'//MAP: l007AIP01, 1007AMAP: 1007AUIL7; 10071'/GRD: 1007WSIR: 1007','.u!L II l I l i r ; i I I; I ' /-r i ' ! _/ lJ DATE IN/llAL OTHER APPROVAL o· •-= 100' I SCALE: 1" = 1 oo' DATE INITIAL CITY APPROVAL I SH3ET I CITY OF CARLSBAD I SH965 I ENGINEERING DEPARTMENT IMPRO'IEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL C.D.P. 11-10 APPROVED BY:a, ... ,,, /ull)zb JASON S. GELDERT 6-L,-~1s_ ENGINEERING MANAGER RCE63912 EXP.09/30/16 DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: jut, RVWD BY: .lUl-C. T. /J-OJ 477-6 w 0 ..... <D en ! 2 G'J 2 C $ III m ;o Cl :.ti § 2 G'J 2 C $ III m ;o Cl ;o ~ 2 G'J 2 C $ III m :.ti m ;o R/W R/W 126' 63' 63' 10' 44' , 9' I 9' 44' 10' , ~'----1-----~~-----+---,--i------I 5.,' " VARIES f VARIES ---• --. ··. I 14' MIN [ /4' MIN c;-;;;;l/GHT ··• .. :, : 2' 1 I i--2' PER SDRSD 1 11 _I. /8" ~,-c-:-8" TYPE '8-/' 5. 5, __ -1 _,..-4 5 I I "' £-1 & £-2 -1 ·1rr , PERV/OUS I MEDIAN CURB 11' I ,;!·7 PV/JT.-~2' MIN I 1,1 ,,~f '--. ¼ I .rr, ,., , ,. ~../' 2' MIN. \ I ]' , ' E % VARI[;;-% VARIES % VARIES % VAEfS E'.' I I z-1 \l~f ] t,.;-.,.,'ffl~~-j-r,'--nn,, 7""',r--cr ~ --q-~ ==-~~J~O\'ll"i,"""'~C <~../' PCC SIDEWALK SAWCUT c cue,. -0 5' -I 5. O' WDE PCC SIDEWALK LINE (TYP) LOCATION VARIES 6' TYPE 'G' GRIND & 2" GRIND & 2" SAWCUT SEE PLAN CURB & GUTTER MIN. AC 01,i'RLAY MIN. AC 01,i'RLAY LINE 6" TYPE 'G' 6" AC PA J,i'MENT 01,i'R l EXIST. AC PAVEMENT ~ ~ CURB & GUTTER 11' AGGREGATE BASE (MIN.) OVER ACCRECATE BASE-"-IMP£RM£ABL£ LINER 6" AC PAJ,i'M£NT 01,i'R PER SOILS ENGINEER's 17" AGGREGATE BASE (MIN.) OR AS RECOMMENDED RECOMMENDATION BY SOILS ENG/NEER R/W 63' I I /Q' r 44' CAUTION!! EXIST. SIDEWALK EXIST. CURB & GUTTER CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE AELD PRIOR TO CONSTRUCTION! NOTE fl ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. 5.5' 1,._of ESS I Olli 4) «'i:?--GE Oo_ '1( <.: fj \Y '1;-~ "' --NO. 32014 ~ ~ EXP. 12/31/16 !;;J * * '-%;; C/V\\. R-,*.,_ (' or Cllll'(J SE£ SH££T6 EL CAMINO REAL WIDENING BOTH SIDES TRAFFIC INDEX = 9. 0 NOT TO SCALE PERV/OUS PV/JT. g' 126' I g' .~ I 1£ I VARIES 14' MIN EL CAMINO REAL WIDENING NORTH SIDE TRAFFIC INDEX= 9.0 NOT fO SlALE ·-C id, 0/-0 ... CONSUL ~:?T s 27'\0 Loker Avenue West Civil Enljineering Suite 100 Plm1r1ing Corl::ibad, California 92010 Processing -/60-931-7700 Survioying Fox: 760-931-8680 ODayConsultonts.com DESIGNED BY: N.F.LK.H. DATE: FEB. 2013 DRAWN BY: T.G./G.M. SCALE: AS SHOWN PROJECT MGR.: G.0. JOB NO.: 10-1307 ENGINEER OF WORK: A_'t,_~/j ~ u'h 'GEORGE O'DAY (/ DATE.'//,?~ RCE:' 3'014 R/W 126' - -""' ·-~"" 63' 63' 44' 9' 9' I 44' I VARIES f VARIES 14' MIN. [ 14' MIN I I JO' JO' 1 r-l~-~-~-t---"--+--"---+----~-~,~-1 45'-~-5.5' f_ I I t?' ~~;; '1·~ 1 -f I 8" TYPE '8-1' 55, -• j .;!·7 I 2' MIN. PEll/'O{S ~MEDIAN CURB , ""44.-r 6' CURB ~ \ r2' MIN. I\ 11~/ ~ 2% & GUTTER-' [1'' I z:_1};7 % VARIES '.)F· ':'=:'E'Z:::::/i 2% ' I V ~ ---·----. -==7i-%"'!V,"';i~!ili,_~'ES_,r_ '\,;. ~7 ~1:r PCC SIDEWALK SA!f!ifT (0.5')--1-5.0' WDE PCC SIDEWALK 6" TYPE l;'' / (j_ ELEV. TYP LOCA T!ON VARIES CURB & GUTTER GRIND & 2" GRIND & 2" SAWCUT SEE PLAN MIN. AC 01,i'RLAY MIN. AC 01,i'RLA Y LINE • 6" TYPE 'G' 6" AC PA J,i'MENT 01,i'R l / CURB & GUTTER 17" AGGREGATE BASE (MIN.) EXIST. AC PAVEMENT __.../ OYER AGGREGATE BASE--IMPERMEABLE LINER 6" AC PA J,i'MENT 01,i'R PER SOILS ENGINEER's 11" AGGREGATE BASE (MIN.) RECOMMENDA T!ON OR AS RECOMMENDED SEE SHEET 6 BY SOILS ENGINEER R/W I /0' r· 4.5'--- -► 5. c' ·" 126' 63' 44' g' ~ EXIST. AC PAYEMENT- 01,i'R ACCRECA TE BASE R/W 63' g' I 44' /0' c;:;;=cj: VARIES 14' MIN i--2' I 8" TYPE '8-f' MEDIAN CURB :~1 s:~ -j1 ll-e 1 ; 5' 5.5' ' 1-2' MIN ~' 1 ~\~'f I % VARIES E'. I I ,,; ' / '<-44.,-'0:_• 0.5' I ~ 5.0' WDE PCC SIDEWALK GRIND & 2· SAOCUT( iifAJJflXt VARIES MIN. AC OVERLAY LINE 6" TYPE 'G' CURB & GUTTER IMPERMEABLE LINER 6• AC PA J,i'MENT OJ,i'R PER SOILS ENGINEER's 17' AGGREGATE BASE (MIN.) RECOMME1DA T!ON OR AS RECOMMENDED SEE SHE£ 6 BY SOILS ENGINEER EL CAMINO REAL SUPERELEVA T!ON WIDENING BO TH SIDES TRAFAC INDEX = 9. 0 NOT TO SCALE EL CAMINO REAL SUPERELEVA T!ON WIDENING NORTH SIDE TRAFFIC INDEX = 9. 0 NOT TO SCALE Son Diego Gas & Electric Permission to Grade and Construct Improvements Permission is hereby granted to Rancho Costero, LLC (Permittee), to grade and construct irnprov~rnents a.s .shown on th.,;:se plans withirl 5on Dleyo Gas & Electric Company's easement(s) subject to the followin9 conditions: 1. -5Ubtnlttols:: l.l Permitteia <igr,e:es to supply 5DG&E with ·o.s built' :,r·r;dir19, impt·ovement ood pr-oftle plans tlJ .SDG&.E spedfinrl'ions, Jf re.quested, 1.2. Pe:rm!ttee ogt'ee.5 to sub-mlt foi· review and approval a bfostin9 pkm. prior to blostlrig, ff bla-~tl111;1 ts rnq1.1ired, 2. Pre-Construction Ma«tlngt": SD-G&E's Land Mt:mag.:.m-ent Repres~m.tatlv-e {LMP.) rw..l:!,'\' tlf': in.•;it~J with at !east thre~ (J) workir11 dl'.:lyS prior notic~. 3, Grading: 3J. M l~.ist tw€;iity-four (24) hours Mtic~ rm!St be given to SDG&.E'.s LMR bic::fore sh.wt of work. 3,2. f!dd d1origes to pku1s within suid t:r.lSt'm~.r1t .sh~ll be approved in writing by SDG&E LMR. 3,3. Per•matee la re-sponslble to ,alf DIG A~ERT at 811 for -alt unde:·groun<l mcwk•out Joi;;:1:1th:;iM. 3,4_ Cletirunce 1:;1f (35) feet mini!Tlum between. the !:iDG&E electric transmission wires mid the nu1urol 9r<,und .shall be maintained on ony -given day, noting line sags 110.F/ depending 1Jrt ombi~nt temp~rature, and line current. Alt requir~ment5, lndudtng but not limited to OSHA, CAL-OSHA, ANS!, Nl:05H, and NEC for deGrooce-s when working around ~riergiz-ed electr<i•cul f1J6i(ti~s ,n1JSt b~ maintain~<l. 3.5. No grading shall be allowed within t-en (10} -feet of o single wood poJe .stn..1cH1re or !lttchor, with.if, fiftee.JJ (15) feet of rnultiwwood pol,;;;s, ;vi thin tw~r1ty {20) f.,:et of $ted lutrice towers or within thfrty (30) feet of steel pore!._ 3,f,,. 5Dfi&E r~~r"•~ lh~ riyf1t tu in;:Jpir;U rJJ;d per•(rJt'tl1 qt.-r.:.il!ty tuntr·ol wor'i, cluring ..,;or1:SfroJ(.lfo11a 4. Special Ct;mditi~ms; None 5. €rosi<in Controt 5.t All disturbed ond cn:-f.lffa'.d 1l0p.;s, wilhrri th-:: 50G&E ir'1Jn$tnfssio11 easement, .shall be hydro-seeded or plrml"ed by Pa-rtnith-1:> with an SDG&E opprovi:.d mix. 5.2. AU druino~e slw.ll be dt:.Siyr1e~ to prevent erosion of SDG&E eo.sem-ent and acc-ess roa.ds 6. Storage: This pertnf.s.SiQ~ to ~rode letter -does rwt pef1mit .storage of equJpm1u1t, materials, dirt o.r da::b-tis ou the eu.semenf ot .::iDG&E fee 011,med proµerry, 1. Access: 7,t Acce.s.s t,:i al! Sti-G&-E focHitfes shoH be maintained at aJJ times, AU co:':its a5sodo.ted with restor-otior1 of ao::~ss 011d all u;s;sudnted darnu.g~s shoH be bor-riie by f'•..1rrnitt~e. 7,2_ All gates !ihall provide for SDG-&E acce.ss by padlock, leek-box -or keyed bypass both d.u!'dng and up-0n r;;gmpktfcn of eor~tn1-ctlon, l.ocQtiot1 tmd con.:5·ti·uc::tlo11 of gates to be o:ppro·R:d by 5DG&E LMR. 6. OUtst,r;mding Agreements: Permitte.e ogre~s to pay for, .si9t1 and/01' hove signed all Consent Agreements, ConS-eM tQ Use Land A9ree1ner1ts Qfld/or ,Joint U:!'e Agr·ie~met1t.s b...:tween SDG&E and owner-or public agericies who encroa-ch upon the SbG&E eosem-ents. S"JC<l 09reemerits will b.:: subject to the rev;;icabiHty dause as st-ated in the Culifornlo Public Utilities Commission G..:n~roJ Ord"r 69'·C us showr1 o,i w~b .sit:e: h t t p :/ / w ww_cput:_m_gov /PU BLISH ED/ 0rcphk.~/ 645 _P:DF _ 9. :tndenmift-r::at11-n: 9.1. Permittee agrees to assume all risk of lu:ts, do.mng~ to µ,·oper'Jy and/or injury und/or de1.;th to persons, and rn fndaenviify diid hold 5DG&C hurml.e5s frt.im uny ot1U o!I !Ju:;.)thty In any way arising from rhe p1'opos~d grading or construction of itnpr>•Jvetnents. 9.2. SDG&E shall Mt b:e r'<:!-Sponstble in rJrlY mamier for any mai'tlh:rn.:mce or repair of 'the proposed grodrng DI' improvem~nts. n,1.s itidu<le-s, but is riot limited to, draim1'.3~ and/or erosion pr-oblems or damage coused to itnprovetneots tha.t were not constructed tc· take the weight or -activities of vehicles ood equipment owned by or workin9 on behatf of SDG&E 10. Term:.: and Conditions: Tl'\~ terms and t.;,onditil:,~__.;: of this approlial sht:dl benefit and bind Permitt-ee its succe5:Sors, usslgn.s, agents or contractors. 11, Contact: Colleen Fino. 8:58,637~ 7989. San Diego Gas & Electric Company ,i /J,,,/J , 5-·t-15 Revlewed By:_~ Date ____ ,_, Colleen Fino Land Management Representative Valid for 18 months from date of signature I SH4ET I CITY OF CARLSBAD SHEETS 96 "AS-BUILT" J:-t, -· rt~ f'/Qf.L.§,,-lr:H 1 _ GEORGE q~AY DATE P.E, 32014 EXP.¥,_/4B--~BY:a --1fuJLK~ (l_ tA . -,-- INSPECTOR DATE BENCHMARK DESCRIPTION: 2.5' DISC STAMPED 'CLSB-105, L.S. 6215' LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIDGE 01,i'R AGUA HEDIONDA CREEK, 120 FEET SOUTH»FST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: NGVD 1929 /1\ DATE INITIAL ENGINEER OF WORK G. \n1;J7' ::-r·.:,1,:•., J•,.,~ •\pr 22. 2r;1;; :;: 1Gpm /r~-5 UJI'.',. E'')lA'I REVISION DESCRIPTION ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL C.D.P. 11-10 APPROVED BY:a. 1:JM;b JASON S. GELDERT ' ·--~~ 6• /t, ·ZolS ENGINEERING M~AGER RCE 63912 EXP. 09/30/16 DATE DWN BY:-~ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: -j Ji-·-C. T. 13-03 477-6 OTHER APPROVAL CITY APPROVAL RVWD BY: I, . ) I • I , '.!) , p ~ ' ' C ~ i \ :n ] JJ : mo l> • ~ u " ·~ ~ 6 ~ ;;; [J! :J) ~; . 2 'ii ~ G1 , - z ~ :: ~ 2 6c< :>< ~ T C ;;; gi 0 ;" )J ;'1 s ,0 (JJ a ri7 OJ &~ rn z JJ ,., c., 0 I 7 ~-' I I I I I I I I I I I I I ' 1/' 9 .,. " 0 0 In] JJ mo l> ~ ,3 a ~~6 ~ z :u '1 ~ ~ -2 ,,. ·u • 'i( 1 GJ -,, -z ~~~ 2 ;c;;: -': S: I C ~~o "' :o -0 s imfTl r· 8i <" OJ I 0) l rn JJ I "' c·, I ,! I I I I I I I I I I I I I I I L'I y ~ ' t-3 0 I C •'" JJ mo ~ ~~o 3 /ti Fi .~ ~VJ fl -: z "' lJ • ·~ p GJ g ,!! z ~ z· :p 2 I 't-: C E ?J p r. :U C s 11 [; OJ (cJ z rn 2 :0 " .-.-c'.., I I -I ' I I I I ( ti 1, I I I I I I ' ' 0 JJ Cl l> , .i:,. :e ~ 0 c:,z ... .i:,. GJ ' II) ... z a, ... • C a, s OJ rn ' :0 R/)Y \ . \ I SDG'&E EASEMENT_____.,.-\ REC. JUNE I, 1953 \ ~F/N 74512, O.R. \ EXIS71NG DOUBLE 8'x4' RCS L----REMOVE EXISTING CULVERT WING WALL & GUARDRAIL -~, --~' --- \ \, ~(( --. _, ;§7ff.A[fN I \ ' . ) y '.) \ \.__ 1}:,,' . . . \ \ \ \ . 1 EDGE OF EXISTING PAVEMENT \ \ -. -.,. I CL ;,;;;·42• RCP STORM DRAIN (, .. > \,_ "')2:-g(' \ '·-:::_ ., .6'CUR8 & GUTTER" \ DETAIL Jf 1-MODIFIED WING WALL AT STA 482+43.74 SCALE· 1"=10' NOTES: I. SEE SHEET 47 FOR STRUCTURAL SPECIACA 710N AND DETAILS 2 SEE SHEET 22 FOR PLAN AND EASEMENT DA TA 4214' J/6 1281' 1366' , 6:67' . 584' CONSTRUCT 4-WIRE CABLE RAIL/NC PER 2010 CALTRANS RSP 811-47 SEC710N A-A TOP OF SLOPE e.il ~~ "' ~1;:j • §:j G 1. /4' ~ WING ~~ .Jt:4!L c::, Oj ~ 1.53' • WING ;)! WALL ""' -I -~ x-= T I ~ 'J' " I= - ~,~ ., r ,"if (r\, . ·- /J \ _)<, ' ' DOUBLE 8'x4' BOX CUL VERT-- Pm SDRSD 0-77 207' 80 TTOM OF FOO 71NG CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCT/ON/ NOTE!! SECTION A-A SCALE-1'=10' SECTION 8-8 NOT TO SCALE 1~al'ESStoli?i 4P' c<tJ!.GE O,:i ~ ~ CJ "' '1;.. -.!, "' "' ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. V) -Q NO. 32014 z \st EXP. 12/31/16 Ii) * * v'q/; CIVIi. ~~'<- ©2016 O'Day Consultants, Inc. f' OF CALll(j RIP RAP FILTER BLANKET CONSULTA0 NTS 2710 LtJker Avenue West Civil Engineering Suite 100 Planning DESIGNED BY: N.F./K.H. DRAWN BY: T.G./G.M. PROJECT MGR.: G.0. ENGINEER OF WORK: Carlsbad, Californi<J 92010 Processing 760-931-7700 Surveying l_, / Ii -_'_"_' -76_0_-,_,_, __ 86-'BO _______ _,._~/EJ..O_R __ '-<n-.GE_ "'_),!_.._ AY (_..Jt ½.,.( ODayConsullants.com (tDAY ~ DATE: FEB. 2013 SCALE: AS 5Hl!WN JOB NO.: 10-1307 ·-•-....-------... { ,f" MIN. /, 6" AC TRENCH RESTORA 710N PAVEMENT '~ ~.J.r.~~,..,..J'-,-j,~~ ILL~LL.,?-4-';4'.L.L'LL. SIDE OF TRENCH DEPTH BELOW ---r PAVEMENT VARIES - HOLO /2" WHEN POSSIBLE 12" CL 350 TR-FLEX RESTRAINED JOINT 0./.P -~c,l-----FULL CONCRETE ENCASEMENT PER SORSD SP-OJ -0~ SECTION C-C 9,"' "' NO SCALE WIDTH PER PLAN b < BOX CULVERT • WING WALL___.,[___ ,-~~ INSTALL CUT OFF WALL PER D-19A. I L BOTTOM OF CUT OFF WALL TO !'~ MATCH BOTTOM OF FOOTING OF WINGWALL. 4' , '---..j INSTALL 8" THICK CONCRETE APRON PER SDRSD D-35A, MOD. AS SHOIW, WITH /' X 4' CUT OFF WALL '-'•/,' -Y,(l···l:C,S .;c,,-:; • '"'"::...-SEE PLAN FOR RIP RAP SPECIF/CA 710NS DETAIL -CONCRETE APRON AT 80)( CULVERTS ., j , I . 2% 7)1,jx• ·!· • ? .. . TRASH RECEPTACLE NOT TO SCALE .(. , ,-El--, 1,-, 9' LONG DOMED ROOF • i "~l!-, -1-NON-ADVER71SING BUS SHELTER l , .. . i □-: PER TOLAR MANUFACTURING _ _ I ; i i,i MODEL 9NALD-PM DRAWING NO. ,_ I i ';Q 3345 OR APPROVED EOUAL i ~ V l l ! 2% I I ~ I V I I • ., c>c!li--f-----1, l ·----.. .l' . , • 9' SEE SHEET 4 FOR STREET STRUCTURAL SEC710N 75' 135' PLAN SECTION SCALE· I" = 20' NOT TO SCALE 8/JS TURNOUT PER NCTD BUS STOP DEVELOPMENT HAND BOOK BENCHMARK DESCRIPTION: 25" DISC STAMPED "CLSB-105, L.S. 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEDIONDA CREEK, 120 FEET SOUTHl'tEST OF EL CAMINO REAL RECORD FROM: R.0.S NO. 11271 (PT. NO. 105) ELEVATION: 45.410 M.SL. DATUM: NGVO 1929 /2· I DEPRESSED GUTTER X HEADWALL PER SDRSD D-32.-/ PER PLAN STORM DRAIN PER PLAN 25' WID 7H OF OPENING (Ld 55' 6" CURB & GUTTER PER PLAN 25' WIDTH OF OPENING (Ld 8" CURB & GUTTER ~\ PER PLAN 1119• PER D-12 \ _ I .J.79" PER D-12 ·j FL 8 R/W 4" PCC SIDEWALK 9• CONCRETE PAVEMENT PER CITY OF SAN DIEGO STANDARD DRAWING, DWG. SDG-102 ·t . l ' . F, . ' ' . j ' ' • " ' I ' 6 .t \_ ll 6.21 DEPRESSED GUTTER (2 ') ' . \ • 6.21 '--DEPRESSED GUTTER (4"} 8" MEDIAN CURB 6" STR££T CURB DETAIL '!J'-MOD/Ff£{) TYPE '8' CIJR8 INLET WITH STORM DRAIN SEE SDRSO D-02 FOR ADDITIONAL SPECIF/CA 1/0NS NOT TO SCALE RIP-RAP PER STORM DRAIN PLANS X PER PLAN ...__DEPRESSED GUTTER NOTE· FOR MOD. 0-02 AT MEDIAN SEE DETAIL ON SH. 10 DETAIL '!J'-MODIFIED TYPE '8' CIJRB INLET WITHOUT STORM DRAIN SEE SDRSD D-02 FOR ADDITIONAL SPECIF/CA 710NS NOT TO SCALE 5' WID 7H OF OPENING (L. 5' \ PER PLAN j 379' PER D-12 8" CURB & GUTTER I~ ' . I b • ' ' -' 1 8" 6.21 .I \_ DEPRESSED GUTTER (2"} DETAIL '£'-MOOIF/£0 TYPE '8' CVRB INLET IN SIJMP CONOITION SE£ SDRSD 0-02 FOR ADDITIONAL SPECIF/CATIONS NOT TO SCALE 6" VARIES 12• MAX 5' 25' 6" MATCH EXIST. OR 2· I SLOPE AS SHOWN ON PLAN '----J' 470-C-2000 CONCRETE OR J" 2500 PSI AIR PLACED CONCRETE WITH 6 x 6-Wl.4 x Wl.4 WWII DETAIL -CONCR£T£ T£RRAC£ DITCH DOWNSTREAM or 36" OFFS/TE STORM DRAIN SEE SDRSD D-75 FOR ADDITIONAL SPECIACA 710NS NOT TO SCALE (LOOKING YtEST) SHEETS ~ CITY OF CARLSBAD 1---t----+-----------------11----+---+---+---l L_.Q__j ENGINEERING DEPARTMENT l---t----+-----------------11----+---+---+---l 96 1 REPLACES SHEET ORIG/NALLY SIGNED 6/16/2015 RE-ROUTE EXIST. WATERLINE DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL G:\101307\10071'1105.dwg Mor 2J, 2016 1:22.prn Xr~fs; 1007AN; 1007ATP01; 1Q1J7WGR0; 1007VIMAP; lOOt#STR; 1007wuU; 1007'M; 1007WPR0 DATE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL c.o.P. 11-10 ENGIN~ RING MANAGER OWN BY:-~-- CHKD BY: _C,it) RVWD BY:_ C, JASON S. GELDER1 "J-ZB•Zol!. RCE63912 EXP.09 30 16 DATE PROJECT NO. DRAWING NO. C. T. 13-03 477-6 ' a I UI ' • 0 .... 10 . a, ' \ ! 0 :n l> ~ 2 G1 2 C s OJ m JJ 0 :n ~ 2 G1 2 C s to m :n 0 :n Cl l> ~~ G) 2 .i:,. G1 ""' 2 -;,I C a, s OJ m JJ 3.125" THICK ORCO 5"X10" C4SCA/J4 CORTE PERMEABLE INTERLOCK/NG PA ~RS,· COLOR: ORCO PA VINCSTON£ R£1J OR ARROWfD EQUIVALENT O~R 4" AB ( "2• DIA. MIN.) OVER 6" OPEN GRADED GRAVEL ( ¾"-2" CRUSHED Ar,·~CR~'£,~CA!_t,7E~')-=======:::o----" __ J_8r::'-:J.1§_8''_,M.1(£'£,I!!D!Af1!N'!.._ __________ _, ~ i's ~ 13 TRIM UNER FLUSH o, WITH TOP OF CURB (TYP.) VARIES TRIM LINER FLUSH W/11-1 TOP OF CURB (TYP.) 1% MIN. (TYP) s\j ~ 13 ' "' ,, .. ,' ' ·' / ' , _, ' .-, .,------!_ •· INSTALL 6' BELOW BAS£ AND DEEPEN/ I I I' IMPERMEABLE LINER SO THAT EXIST. UTILITIES / 8"1-~ SE£ BELOW GEOTECHNICAL ARE OUTSIDE OF INFLUENCE -RECOMMENDATIONS / J 6" P£RFORAT£0 PVC SCH. 40 ,,( ~ UNDERDRAIN SLEEVED / . l_ I: l INFLUENCE ~ WITH MIRAA 140N OR EQUIV. . f--L-'-~'--"-~-~-- SUBGRAOE COMPACTED TO ~~-0 95% TO BE ~RIAED IN I I 'I 6" BELOW BASE ANO DEEPEN AELD BY R-VALUE TEST / -8"1-~ SO THAT EXIST. UT/LIT!ES / ,ARE OUTSIDE OF INFLUENCE EXISTING FUEL LINE ,, PROTECT IN PLACE 'o /\_ ___I ~ / 1:1 INFLUENCE ~ / ~ / ~ / ~ / ~ DETAIL -PERVIOUS PAVEMENT AT EL CAMINO REAL MEDIAN NOT TO SCALE NOTES: I. SE£ LANDSCAPE PLANS FOR ADD/TIONAL SP£CIAC4710NS. 2. SE£ RECOMMENDATIONS PER CEOSO/LS L£TT£R/EMAIL DATED 6/18/2013. 3. IMPERMEABLE LINER SHALL BE 30MIL PVC UN£R, SPEC/AC GRAVITY {ASTM D192): 120 (MIN.}, TENSILE (ASTM D 882): 13 (LB/IN-IWDTH, MIN.}, ELONGATION AT BREAK {ASTM D882): 380 {%MIN.}, MODULUS {ASTM D 882): JO (LB/IN-WIDTH, MIN.}, TEAR R£S!Sl£NC£ (ASTM D 1004): JO (LB/IN, MIN.} PER GEOSO/LS RECOMMENDATIONS DATED 6/17/2013. 3. 125" THICK ORCO 5"X10" G4SC4DA CORT£ PERMEABLE INTERLOCKING PA~RS,· COLOR: ORCO PAVINGSTON£ RED OR APPROVED EQUIVALENT ~ ~-------------"8'--'-_,_1"-8'_,M.e:'£,"'V/4'-"N-'-------------,~ 36' MIN 36' MIN '\J 24" MIN* WIDTH VARIES PER PLAN 24" MIN' ~------c-~--~~--"'='--'--''-'--'-=-'-------+~---='-'---=--,_-~1~ BIORETENTION AR&1 18"-6.5' 13 3.125" THICK ORCO 5"XIO" CASC4DA CORT£ PERM&1BLE INTERLOCKING PAVERS,· COLOR: ORCO PAVINGSTONE RED OR APPROVED EQUIVALENT OVER 4" AB (j" DIA. MIN.) OVER 6' OPEN GRADED GRA~L (¾"-2" CRUSHED AGGREGATE} TRIM LINER FLUSH IWTH TOP OF CURB (TYP) VARIES 1.0' MIN. WHERE SHOWN, ON PLAN "' 18" SAND/COMPOST MIX 5 IN I HR INALTRATION RAT£ TO BE VERIAED BY CEOT£CHNIC4L ENGINEER VARIES \ ~~i~I) 10' MIN 20' MAX ~rv ~, ,-.-_ __,___,__,,,--'----+-'-4-• u::::1:..:.w• _ _._ __ 15_"_M._:,ix_•_,._,,\c\l\il-- /1-· · SDRSO C-9 '---"__.::...~~~~~----':-\-TYPE '.4' 1,\,l-~(,I 0,, ?1,I"' ?1-'r-VARIES - MIRAA 140N OR EQUAL· 6' BELOW BAsE AND DEEPEN /J. I L-H=t·-6• /_::r_ >z::t_ i'£iJRAA 14oN--lt.:;11 1,-.S ;cc!~ ~ _1c SO THAT EXIST. UTILITIES / 8" ' J1_/ ; -< OR £i()UAl _ _,., ~-? . ARE OUTSIDE OF INFLUENCE ' -,-r .,-·--r;·· c· ·-, . • ~-.,--, ,~r--, ___ ,_· )\ __) '-.. )\ ,__, I -' • __ \ J"~_}\ ) • __ _)\ J ·,__7\ / ~ :-.:-~.".7-.;;;-/~--~?-~:-i~·---•~,.-~z-7=?--•~c,-~-,~-~--:-:-•::· = / 18" OR 43•, PERM&1BLE BASE-___,, --6" PERFORATED 6" BELOW BASE ANO DEEPEN SO THAT EXIST. UT/UT/ES ARE OUTSIDE OF INFLUENCE / \ WITH 40% POROSITY UNDERDRAIN SLEMD ~ INSTALL WITH MIRAA 140N OR EQUIV. / I: I INFLUENCE IMPERMEABLE UNER ~"" SEE NOTE 4 .,, / ~ ~ EXISTING FUEL LINE, / -18-L,_ ~ PROTECT IN PLACE \ / ~ 9 ~ 6" PERFORATED PVC SCH. 40 UNDERDRAIN WITH PERFORATIONS POINTED DOWNWARD SLEMD WITH MIRAA 140N OR EQUIVALENT. / ~ l:1 INFLUENC£_____/"-~ / ~ DETAIL -BIORETENTION AREA AT EL CAMINO REAL MEDIAN CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE AELD PRIOR TO CONSTRUCT/ON! NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL NOT TO SCALE NOTES: I. SEE LANDSC4PE PLANS FOR ADDITIONAL SPECIAC4TIONS AT PERVIOUS PAVERS 2 SE£ SECTION 4 OF CITY OF C4RLSBAD ST.4NOARO URBAN STORM WATER MANAGEMENT PLAN (SUSMP) DATED 1/14/2011, FOR ADDITIONAL BIORETENT!ON SPECIAC4TIONS. 3. *DIMENSIONS FOR BIORETENTION AT 8.0' MEDIAN 4. IMPERMEABLE LINER SHALL 8£ JOM!L PVC LINER, SPEC/AC GRAVITY {ASTM D192): 120 (MIN.}, TENSILE (ASTM D 882): 13 (LB/IN-WIDTH, MIN.), ELONGATION AT BR&1K (ASTM 0882): 380 {%MIN.}, MODULUS (ASTM D 882): 30 (LB/IN-WIDTH, MIN.), T&1R RESISTENCE {ASTM D 1004): JO (LB/IN, MIN.). PER GEOSO/LS RECOMMENDATIONS DATED 6/11/2013. "~ f-_~ DESIGNED BY: N-F./'K.H, U/0~~ DRAWN BY: T.G./'G.M. PROJECT MGR.: G.O. LT A7N C 0 N s u T s 2710 Loker Avenue West Clvil Engineering ENGINEER OF WORK: Suite 100 Plannlng Carlsbad, California 92010 Processing 760-931-7700 Surveying ~ (ft:£!= Fax: 760-931-8680 ODayConsultonts.com G ffO'DAY (/ DATE: FER 2013 SCALE: AS SHOWN JOB NO.: 10-1307 DATE: 14&{& RCE: 32 14 ,k,~ GEORGE OAf P.E. 3201 TC TO BE 9" BELOW LOWEST TOP OF PERVIOUS PA~MENT IN PLANTER PAVEMENT. Ii 7\ -~~~-----~\ ,/ )_ __ _ ,-j ;-~ f _]17 ( ' ---ic::'\ \\ ,) r-~) _) 3.125" THICK ORCO 5"XIO" C4SCADA . ) \ i 1 ;· / , - CORTE PERMEABLE INTERLOCK/NG ' ---~.;· \I ---'•, /_,,...--~ PA~RS,· COLOR: ORCO PAVINCSTONE 8,_1',,,·l .,J,,,., !')j R£1J OR ARR010 EQUIVALENT ,., "'•w•• ~ OVER 4" AB ( "DIA. MIN.) O~R 2 , 14 , TREF CUT OUT 2' <5 6" OPEN GRAD, V GRAVEL ~r----+--·--+---------,«1--t-· ---------+----,s\J ( ¾"-2' CRUSHED AGGREGATE) 8 I <):, , A TR/UM CRATE i TRIM LINER FLUSH '<> SEE ALSO 13 WITH TOP OF CURB LANDSCAPE PLAN -, (TYP.) 1% MIN. 1% MIN. / VARIES -:-;, /" . ,-v' 3.125' THICK ORCO 5"XID" CASCADA CORTE PERMEABLE INTERLOCKING PAVERS,· COLOR: ORCO PAVINGSTON£ RED OR ARROWfD EQUIVALENT OVER 4" AB (~•DIA. MIN.) OVER 6' OPEN GRADED GRA~L ( ¾"-2" CRUSHED AGGREGATE) s} i1, X: ?1,~\I {ci VARIES - 4" AREA DRAIN 6' PERFORATED -w/ l"-.. .c:....-_.:.~/---'. -"--- .,------!__,,___,,_ UNDERDRAIN SLEMD 6" BELOW BASE ANO DEEPEN/ f I I ' W/11-1 MIRAA 140N OR EQUIV. SO THAT EXIST. UTIL/TIES / -I 8"1-~ -- ARE OUTSIDE OF INFLUENCE ~Z5/lii£ABLE LINER / J SEE BELOW GEOTECHNICAL A ~ RECOMMENDATIONS / . l. 1:1 INFLUENCE ~ tNsTALL , ,,____'\ IMPERMEABLE UNER --~ / I I 'I 6" BELOW BASE ANO DEEPEN SEE BELOW GEOT£CHNIC4L / -I 8"1-~ SO THAT EXIST. UT/UT/ES RECOMMENDATIONS / JAR£ OUTSIDE OF INFLUENCE EXISTING FUEL LINE- PROTECT IN PLACE 6 ~ ~ / /,-/ INFLUENCE ~ / ~ / ~ / ~ / ~ DETAIL -PERVIOUS PAVEMENT AT EL CAMINO REAL MEDIAN TREE CUT-OUTS NOT TO SCALE NOTES: I. SEE LANDSC4PE PLANS FOR ADDITIONAL SPEC/RCAT/ONS. 2. SEE RECOMMENDATIONS PER GEOSO/LS LETTER/EMAIL DATED 6/18/2013. 3. IMPERMEABLE UNER SHALL BE JOMIL PVC LINER, SPEC/AC GRAVITY (ASTM D192): 120 (MIN.}, TENSILE (ASTM D 882): 73 (LB/IN-IWOTH, MIN.}, ELONGATION AT BREAK (ASTM D882): 380 {%MIN.}, MODULUS (ASTM O 882): 30 (LB/IN-IWOTH, MIN.}, TEAR RES!STENCE (ASTM O 1004): JO (LB/IN, MIN.) PER CEOSOILS RECOMMENDATIONS DATED 6/17/2013. ,----~ ,----r---.ir L-+-~"' =.-==-=-=-=-"'-""= Fl.OW OUtf'All PIP£ --~ --•" PE.RfORATED UND£ROHAiH -~ FLANGE CONNECTION TO CONCRETE SHALL BE RTTED IWTH 30 DUROM£l£R NEOPRENE RING CATCH B.i\51N-~ -S::P(GIFlEQ SOIL MIX PERFORATED V'NDEROAAJN-~ ' CLOStD MESH GRATE PlAN N.T.S. d --CLOSED MESH @ATE ' ;~ END CAP (SCREW-ON) DRILL OR/ACE HOLE AT SECTION FLOWLIN£ (SE£ PLAN FOR N.T,s. SIZE) ORIFICE DETAIL FOR 8/0RETENTION NOT TO SCALE "AS-BUILT" BENCHMARK {fl:() 11 EXP • .:.4jJ!fL8- &fl.'£-r,, c.at7 I DATE DESCRIPTION: 25' DISC STAMPED 'CLSB-105, LS. 6215" LOCA TlON: IN NORTHEAST CORNER OF CANNON RO. BR/OGE 01/ER AGUA HEOIONOA CREEK, 120 FEET SOUTHWEST OF El CAMINO REAL RE\f WED BY:~ I /.1kMiJ_t/___ . 4t1-ht-RECORD FROM: R.0.S. NO. 17271 {PT. NO. 105) /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION INSPECTOR DTE ELEVATION: 45.410 M.S.L DATUM: NGVO 1929 ,-_ \IC,'1JJ7,:C,J/'.":11)6 ,J,n ,!.pr CS, 2:)15 ;) 3":,•,1·1 '<•~':,, ')}:',','I: 11))7;,,•1. "E,:F_,,,1[[, ,\ldlJ. E1:;;,•-,1ED-l'1\V PLAN VIEW"-.__ v NOT TO SCALE -....___ VARIES FINISH GRADE 8/0RETENTION AREA PER PLAN TYPE 'G' C.B. SEE STORM DRAIN PER PLAN i DATE INITIAL DATE INlllAL OTHER APPROVAL CITY APPROVAL 2% MIN. 4" ----3• x J' MOD. 18"RCP SD ~ TYPE 'F' C.B. W/ OPEN/NOS ON All 4 SIDES SE£ STORM DRAIN SHEETS FOR PROFILE & DETAILS SECTION '8-8' NOT TO SCALE VARIES . _.,. .- 4" n ; /\ CONCRETE SHALL B£ 560-C-3250 SECTION '.4-A I NOT TO SCALE NOTE: SEE GRAD/NC PLAN FOR FC,TC, & RIM INFO. SPILLWAY DETAIL NOT TO SCALE SEE SDRSO D-70 FOR ADDITIONAL SPEC/RCA TIONS I SH6ET I CITY OF CARLSBAD I SH96s I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL C.0.P. 11-10 APPROVED BY: fl .JI~ JASON S. GELDERT 6, ft.,zo1s , ENGINEERING MANAGER RCE63912 EXP.09/30I16 DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: ~\,(.. RVWD BY: ,\t,b C. T. 13-03 477-6 ' I : I C, )> " ,-~ C 0 . I ~ JJ :l) :c mo )> ·"or, ~ -:!Ir ~ ~ft,~ ~ ~ (/l ?. --: z .'n ,:r ♦ :~z c;J ~ 2 r.r.. z ; C <; "'3: I C g~o r. .u cl s: ~ (!) :11 '[ ~ 3 OJ wz m " Jj t l:] ci I •· I I I I I I I I I I I , I . I " ~ ·r, ~ 0 □ ,, JJ 1•~ mo J> ,oo § fjc ~ => niCl ~ :t1z-4 ~ ~ z ;n 1J • I'? c;J ,g ::I z ~z~ z C C <: ~~:r: C E m r_J s I "' :,.i ·o ~ a, r:1 'j :: ? OJ I WI m ::0 c..; I J;! I I I I I I I I I I I I ' . ·' I ' " y . T ' ' 0 I , ::i -r 'Jj iP.o i ~ jj C J> ~of ~ g !11,:..:'. m W (.( !?, -<. z I , ~ . c;J il -! z ,: z:.!-2 ---< ;-,:, ~~:c C: 1~~~ s: " ()) '_ 1 " i'. OJ oz m z JJ ITT " I ,-j I 1' I I I I I I I I I I 0 JJ Cl )> Ol :e ~ 0 Cl z .... .I>, Ci) U) .... z Ol .... ' C Ol s: OJ m JJ I I TYPE 'C' C.B. 0 i SECTION 'J-J' NOT TO SCALE VARIES 3.0' ~ 4.0' .• 4" .. ---SEE SPILLWAY DETAIL SECTION 'H-H' /PIPE TO SPILLWAY i CONNECTION PER D-73 CONCRETE SHALL BE 560-C-3250 SECTION 'H-H' NOT TO SCALE' SEE SDRSD D-70 INSTALL 14' ACCESS CONTROL CA TE W/LOCK FOR CITY or CARLSBAD DRAINAGE FACILITY MAINTENANCE ACCESS ROAD. SEE DETAIL THIS SHEET ----._ RIGHT-OF-WAY PER PER FINAL MAP FOR CT 13-03-2 ~:--. SEE ROLLED CURB DR/VEWA Y DETAIL SHEET 25 ------' ;--._ FOR ADDITIONAL SPECIFICATIONS SPl/,LWAY f2£TAIL NOT TO SCALE E'X/Sf LIMIT OF JOO -YEAR INUOA 1/0N ,,-------HAB!li'.T CORRIDOR FENCE -SEE LANDSCAPE PLANS FOR DElAILS R/W 10' TOP OF SLOPE 5.5• l FINISH GRADE FINISH GRADE 2% - 4" PCC SIDEWALK CAUTION II CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCt!ON! NOTE II ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL _ _ WATER SURFACE"'\ <-,, \I 12" FREEBOARD ~_= .. ---t-------.. -----c-- i--' . 18" SAND/COMPQS[ MIX INSlALL IMPERMEABLE LINER SEE NOTE 3 6" PERFORATED PVC SCH. 40 PIPE @ 1.0% MIN. PERFORATION POINTED DOWN SECTION 'B-8' -8/0RETENT/ON AREA NOT TO SCALE NOTES FOR SECTION 'fJ-B'.· I. SOIL MIX ANO GRAVEL SHALL f/A VE 40% POROSITY ANO SHALL BE VERIFIED BY GEO TECHNICAL ENC/NEER. 5" PER HOUR INFILTRATION RA TE. 2 SEE SECTION 4 OF CITY OF CARLSBAD STANDARD URBAN STORM WATER MANAGEMENT PLAN (SUSMP) DATED 1/14/2011, FOR ADDITIONAL BIORETENT/ON SPECIFICATIONS. J. IMPERMEABLE LINER Sf/ALL BE .JOMIL PVC LINER, SPECIFIC GRA 11TY (ASTM 0792): 120 (MIN.), TENSILE (ASTM D 882): 7.J (LB/IN-1'1/0TH, MIN.}, ELONCAT/ON AT BREAK (ASTM 0882): 380 (%%%MIN.}, MODULUS (ASTM O 882): 30 (LB/IN-WIDTH, MIN.}, TEAR RESISTENCE (ASTM D 1004): .JO (LB/IN, MIN.) PER GEOSOILS RECOMMENDATIONS IN EMAIL DATED 6/17/201.J. 4. CONSTRUCT DROP STRUCTURES PER DETAIL SHEET 9. 5. FOR MAINTENANCE, SEE NOTE ON SHEET I ~1',0fESS/04: {Y ,.,C)l<.GE o ll '-1( ~ ,!:} <:J '1;... t, "' -c:; NO. 32014 /\'i c~/??~, DESIGNED BY: _lLE.L!UL_ DRAWN BY: T.G./G.M. PROJECT MGR.: G.O. s \i EXP. 12/31/16 <;.} * * 2710 Loker Avenue West Ci•,il Engineering ENGINEER OF WORK: Suite 100 Planning Corlsbad, California 92010 Processing DATE: FEB. 2013 SCALE: AS SHOWN JOB NO.: 10-1307 J'"1!; CIVIL ,./i,-": f' or CALl<o'<i' 760-931-7700 Surveying ~);fr-(}'/),,.,,, DATE: 'f/.Z.¼/5' Fox; 760-931-8680 ODoyConsultonts.com -o'D !l RCE: 3 14 EXCA VA TINC IN THE VICINITY OF HICH PRESSURE CAS & FUEL LINES. CONTRACTOR TO COORDINATE WITH JORDAN NEUNER FROM KINDER MORGAN AT (310) 628-7350 AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF WORK NEAR FUEL LINES DEMOLITION NOTES: f3.l REMOVE EXIST. A.C. BERM [fl [)(!ST. M.H. TO REMAIN -ADJUST TO GRADE EXIST. HANDHOLE -ADJUST TO GRADE UNDERGROUND EXIST. OVERHEAD POLE AND LINES, TO BE COORDINATED i'I/TH SOG&E PRIOR TO CONSTRUCT/ON RELOCATE EXIST. TEL. BOX RELOCATE EXIST. SIGN RELOCATE EXIST. VAL VE -ADJUST TO GRADE RELOCATE EXIST. TEL. RISER REMOVE EXIST. A.C. CHANNEL EXIST. EDGE OF PAVEMENT REMOVE/RELOCATE EXIST. POLE ADJUST EXIST. 8. 0. TO GRADE REMOVE EXIST. MEO/AN REMOVE EXIST. PAVEMENT EXIST/NC EASEMENTS [j] ORA/NACE CHANNEL TO COUNTY OF SAN DIEGO REC. MAR. 12, 1970, DOC. 44681, OR. [j}] PUBLIC UT/LIT/ES & INCIDENTALS TO S:O. G.&£ REC. NOV. 20, 1970, DOC'. 2/JJ6J, OR [ill SEWER TO CITY OF CARLSBAD REC. OCT. 21, 1971, DOC. 2480/1, OR. [nl CONSERVA T/ON TO C.N.L.M. • _ REC. DEC. 21, 2001, DOC. 2007-0786/61, OR. [m MEMORANDUM OF MANAGEMENT ANO FUNDING ACRE'EMENT REC. DEC. 21, 2001, DOC. 2007-0786/69, OR. ~ OPEN SPACE TO CITY OF CARLSBAD REC. JAN. 16, 2008, DOC. 2008-0021749, D.R. NOTES.· PLAN -EL CAMINO REAL o· 10' ~~ -20' 40' so· /. FOR RIP-RAP SPECIF/CA 1/0NS REFER TO STORM DRAIN PLANS: "AS-BUILT" GEORGE ODAY P.E. 32014 EXP. DATE REVIEWED BY: INSPECTOR DATE SCALE· I" = 40' SCALE: 1" = 40' 2. FOR INLETS TO BIORETENT/ON AREAS, REFER TO IMPROVEMENT PLANS ANO MEDIAN PLANS WELD .J/8" PLATE \ 4.5" STEEL PIPE UPRIGHTS l TO FIT OVER 4 • PIPE POSTS -------... 1 rt'-----,, 4.5" REFLECTORS BOTH SIDES 4 1/2" SCH. 40 SrtEL PIPE =;==:j!I==~= (SEE NOTE 1) 4" POST SET- IN CONCRETE 12 7' OR//' (FOR I 2' OR 20' ROAD, RESPECT/VEL Y) WELD/ADD LOOPS FOR CHAIN 2 3/8" SCHEDULE 40 ( STEEL PIPE (TYPICAL) 4' SCHEDULE 40 STEEL POST-----.1 SET IN CONCRETE (560-C-.JOOO) t J.. STORM WATER !REA TMENT EASEMENT TO THE H. OA. AND 1.0.D. TO THE CITY OF CARLSBAD PER FINAL MAP FOR C. T. IJ-03-2 CENTERLINE DA TA :No) DELTA/BEARING RADIUS LENGTH I N 66'35'J3" W 100.05' 2 LI = 04°33'59" 6900.31' 549.95' REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY 8/0RETENTION AREA /1 (TC-32) 340 SF 8/0RETENT/ON AREA /2 (TC-32) 1320 SF ACCESS CONTROL GATE DETAIL BENCHMARK DESCRIPTION: 25" DISC STAMPED "CLSB-105, LS. 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RO. BR/OGE OVER AGUA HEOIONOA CREEK, 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: ROS: NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S:L. DATUM: NGVO 1929 NOT TO SCALE NOTES:· I. SET CA TE UPRIGHTS OUTSIDE i'I/OTH OF ROAD, 14' OR 22' AS APPLICABLE STORM DRAIN PLAN -SEE SHEET No. !6 SURFACE IMPROVEMENT PLAN, REC. WATER PLAN - SEE SHEET No. 25 MEO/AN PLAN -SEE SHEET No. 34 I SH7EET I CITY OF CARLSBAD I SHEETS I f-----t--+-----------------+---+---t-----t-----1 ENGINEERING DEPARTMENT 9 6 f----+----l-----------------+----t-----1----1---1 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G· \11)1 :O7\11)07',•11r)7 ,J-.vg Apr 22. 2015 2: ,17prn ;, GRADING ANO DEMOLITION PLAN FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL c.o.P. 11-10 ENGINEERING MANAGER DWN BY:~~- >-D_A_TE_~IN_ITI_A_L -+--OA_T_E~_IN_ITI_A_L_ CH KD BY: .\vf, OTHER APPROVAL CITY APPROVAL RVWD BY· .,Iv¢.- PROJECT NO. DRAWING NO. C,T. 13-03 477-6 Ar~fa. 100~·,','I, I(107A'PQ:; 1007AUrL7: 1007'M~AP: 1007,-WAP; ID07At/: 1007WSTR: 1007'/iUTL; 1007,,g,·d: 10078GRD; 1007EIM,\P □ :0 ~ 2 Cil 2 C s: CJ m :0 □ :0 ~ 2 Cil 2 C s: CJ m :0 □ :0 i 2 Cil 2 C s: IJJ m :0 ( P/L 2' 7 FINISH GRADE FINISH GRADE -\ -I-<·7 44--r \_____ EXIST. GROUND WATER SURFACE"\ <, 14" FREEBOARO 24" CAUtlON !I SECTION '£ -E' NOTES FOR SECTlON '£-£'.· 10· PO VNG ----i:\ \- \ 18" SANO/COMPOS[ MIX ~,.;::,1, --INSTALL IMPERMEABLE LINER SEE NOTE J 6' PERFORATED PVC SCH. 40 PIPE @ 1.0% MIN. PERFORATION POINTED DOWN 8/0RETENT/ON AREA NOT TO SCALE I. SOIL MIX ANO CRA ¥EL SHALL HA YE 40% POROSITY ANO SHALL BE VERIFIED BY CEO TECHNICAL ENC/NEER. 5" PER HOUR INFILTRATION RAT£ 2 SEE SECTION 4 OF CITY OF CARLSBAD STANDARD URBAN STORM WATER MANAGEMENT PLAN (SUS.MP) DA TEO 1/14/2011, FOR AOOITIONAL BIORETENTION SPECIF/CATIONS. J. IMPERMEABLE LINER SHALL BE 30/,//L PVC LINER, SPECIFIC GRAVITY (ASTM 0792): 120 (MIN.), TENSILE (ASTM O 882): 73 (LB/IN-MOTH, MIN.), ELONGATION AT BREAK (ASTM 0882): 380 (%MIN.~ MODULUS (ASTM O 882): JO (LB/IN-MOTH, MIN.), TEAR RESISTENCE (ASTM O 1004): JO iB/IN, MIN.). PER CEOSO/LS RECOMMENDATIONS IN EMAIL DATED 6/17/2013. 4. FOR MAINTENANCE, SEE NOTE ON SHEET I CONTRACTOR TO VERIFY THE EXACT LOCA T/ON OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCT/ON! c(f..Of ESS / 04: f.,... DESIGNED BY: N.F./K.H. DATE: FEB. 2013 "AS-BUILT" 0/ u~ DRAWN BY: T.G./G.M. SCALE: AS SHOWN NOT£ II ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. :V GE O "I( ,{j} cc()l'I o_,, "' !::} '0" ~ ~ "' -0 NO. 32014 Iii ~ EXP. 12/31/16 ~ * * J'<?;; CJV\\. 'ii:-*'>;-(' or CAl..l<<J ___ PROJECT MGR.: G.0, JOB NO.: 10-1307 ~G~EO~R~GE-0-0-AY ______ _ CONSULTANTS ~-------------~ , P,E, 32014 EXP., ___ _ 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-6660 0DoyCor1sul ton ts.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: REVIEWED BY: h.,z, ~ [}L.,;_LLn"""J,-_ __,D=AT=E, m/1" GEORGEUO'OAY RCE: 32014 INSPECTOR DATE DATE BENCHMARK DESCRIPTION: 25' DISC STAMPED "CLSB-105, LS. 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIDGE OYER AGUA HEOIONOA CREEK, 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: NOVO 1929 ·r ·-- ., ,,}I )--a - ,-- o· 10· --= 20' 40' SCALE: 1 " = 40' San Diego Gas & Electric Company Reviewed By:~ Colleen Fino Date 5-(-/5 Land Management Representative Valid fo.r 18 months from date oI signature 80' DEMOLITION NOTES: fil REMOVE EXIST. A.C. BERM [jJ EXIST. M.H. TO REMAIN -ADJUST TO GRADE Hl [I] UNOERCROUNO EXIST. OVERHEAD POLE ANO LINES, TO BE COORO/NA TEO MTH SOC&:E PRIOR TO CONSTRUCTION RELOCATE EXIST. SICN EXIST. CITY OF CARLSBAD ORA/NACE FACILITY ANO MAINTENANCE ACCESS ROAD EXIST. FIRE HYDRANT EXIST. STREET LICHT liW IJJl LIY /jJJ ml ffil REMOVE EXIST. FENCE ANO RELOCATE TO NEW R/W LIN£ CONTRACTOR TO COORDINATE MTH PROPERTY Ol'INER. REL OCA TE EXIST. TEL. RISER & @ l§Jl LW LB1 REMOVE EXIST. A. C. CHANNEL EXIST. EOCE OF PAVEMENT REMOVE EXIST. PLANTERS AT MEDIAN REMOVE EXIST. AC AT MEO/AN REMOVE EXIST. PA VERS AT MEO/AN REMOVE EXIST. PAVEMENT EXISTING £AS£M£NTS [I] PUBLIC UTILITIES&: INCIDENTALS TO S.O.C.&:£ REC. JUNE 1, 1953, BK. 4874, PC 14J, OR. [T1] ORA/NACE CHANNEL TO COUNTY OF SAN 0/ECO REC. MAR. 12, 1970, DOC. 44681, O.R. Ill] CONSERVA /ION TO C.N.L.M. REC. DEC 21, 2001, DOC 2007-0186161, O.R. ~ MEMORANDUM OF MANAGEMENT ANO FUND/NC AGREEMENT REC. DEC. 21, 2007, OOC 2007-0786169, O.R. ~ OPEN SPACE TO CITY OF CARLSBAD _ REC JAN. 16, 2008, DOC. 2008-002/749, O.R. ~ PUBLIC Uf/LITIES &: /NCIOENTALS TO S.O.C.&£ REC. APRIL 22, 1953, BK. 4830, PC. 219, O.R. NOTES: 1. FOR RIP RAP SPEC.FICA TIONS REFER TO STORM DRAIN PLANS. 2 REMOVE &: REPLACE CURB, CUTTER, PED. RAMP &: S/OEWALJ< AS NEEDED FOR STORM DRAIN CONSTRUCTION J. FOR INLETS TO BIORETENTION AREAS, REFER TO IMPROYEMENT PLANS ANO MEO/AN PLANS CENTERLINE DATA NOJ DELTA/BEARING RADIUS LENGTH I LJ = 01°35'57" 6900,31' 192.58' 2 N 60'25'37" W 444,55' REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY BIORETENTION AREA /J (TC-32) 90 SF BIORETENTION AREA /II (TC-32) 1000 SF STORM DRAIN PLAN -SEE SHEET No. 17 SURFACE IMPROVEMENT PLAN, REC. WATER PLAN - SEE SHEET No, 26 MEDIAN PLAN -SEE SHEET No. 35 I SH8EET I CITY OF CARLSBAD I SHEETS I t---------1---+---------------~l---------l----l---__j_-----" ENGINEERING DEPARTMENT 9 6 f-----+---1-------------------+------+----L---L--_J (~: \ 101 _,,}7', I fJJ"/VilU!:1 •fog Apr 22., 2()1'j 2· 55rrr1 x,e,· I 1]07',\I: IG07WIL '; 1007A TPIJ1. 1.1['7 AUTL7; I 007WMAP: 1 007 AMAP: I 007 AN; 1007WSTR: 1IJ07\'iU IL; I 007\'IGRO: I Off/8GRO GRADING ANO DEMOLITION PLAN FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) £L CAMINO REAL _c.o.P. 11-10 • 00 0 .... CD en § 2 Gl 2 C: s: llJ m 'JJ □ 'JJ i 2 Gl 2 C s: llJ m 'JJ □ :0 i 2 Gl 2 C s: llJ m 'JJ :0 { ' FUIVRE FINISH GRADE CONSTRUCT 4-WIRE CABLE RAILING PER 2010 CAL TRANS RSP 811-41 SECTION A-A R/w 10.0' PROPOSED CURB INSTALL 0-15, TYPE '8' DITCH BEHIND WALL AS MOO. BY CITY OF CARLSBAD STD. OWGS ---~-~t '-,',,,. . .# RETAINING WALL \_90----7'.i_//~/-,1._/_· 7,LT-l~•c._/-: 5££ RETAIN/NC WALL PLANS --------------- SHEET 93 THROUGH 96 - \_ WALL SUBORAIN 4' PERFORATED ~ PVC PIPE \ 0 4.4'' ..j <.·,I '4;.<f,r I -----:-----'c2.::0::=%==t==l~PEOESTRIAN EASEMENT PER PER FINAL MAP FOR 1· To dnr. cT-IJ-oJ I: I INFLUENCE -~ 4" PCC SIDEWALK 10• FUEL APPROX LOC.' SECTION t-F' SCALE· /'~5' 'CONTRACTOR TO VERIFY LOCATION OF EXISTING 10" FUEL LINE PRIOR TO CONSTRUCTION \ 4 ,/ / CONSTRUCTION LICENSE"'°=/ ACRffMENT • ., TRIM LINER-----i- VARIES / / _/ . ///,./ //( •' /. / / // ✓1 ., /,,,,,/ ,,.,,..,//', J6' MIN 24" MIN' 18' SANO/COMPOST MIX 5 IN I HR INFILTRATION RAT£ TO 8£ VERIFIED BY GEOTECHNICAL ENGINEER 2·--1 8'-18' MEDIAN WIDTH VARIES PER PLAN 8/0RETENTION AREA 1.0' MIN. INSTALL RIP RAP AT 0-0J 10" MIN 4' MIN• HEADWALL PER0-32~ VARIES \ 11,~j 2.0' MAX L_,,,,z:::'----'c--15" MAX' DOC. 2012-0/98551 REC. APRIL 5, 2012 MANHOLE PER SORSO M-2 "' ~ iJ5 ' 0:: "' Os. 12:1 -------~,. • ., " . ' , . / / ,, ,' / / /' / .· ½/ INST.l!LCMONOLITH/C ·./ .// C/JFE;Jr jlT 025 / ,/ / _./ ., _, , .,, -f;, TrPElf' 5• BELOW BASE AND DEEPEN /J I I ', it£ fl/;ffrsffff~/'f!t½'tt&cE // --8·~ ', STORM DRAIN PER PLAN SORSO MOO. 0-02 WHERE SHOWN ON PLAN ' / ' CAUTION!! / 18' OR 4J"• PERMEABLE BASE / ~ / WITH 40% POROSITY , INSTALL _ ___. // /:/ INFLUENCE IMPERMEABLE LINER / SEE NOTE 4, EXISTING f/JEL LIN£6 // ~~', / ' PROTECT IN PLACE / , DETAIL 6" PERFORATED PVC SCH. 40 UNOERORAIN WITH PERFORATIONS POINTED DOWNWARD /'/RAPPED IN A SOCK OF Al/RAFI FILTER FABRIC SECTION 'D-D' / ' 7' ' / ' / ///~ /:I INFLUENCE_/,,, / ' / ' BIORETENTION AREA INLET AT EL CAMINO REAL MEDIAN NOT TO SCALE NOTES: !. SE£ SORSO 0-02 FOR A00/1/0NAL SPECIFICATIONS 2. SEE SECTION 4 Of CITY OF CARLSBAD STANDARD URBAN STORM WATER MANAGEMENT PLAN (SUSMP) DATED 1/14/2011, FOR AD0/1/0NAL 8/0RETENTION SPECIFICATIONS. J. 10/MENS!ONS FOR BIOR£7£NT/ON AT 8. 0' MEO/AN 4. IMPERMEABLE LINER SHALL 8£ JOM/L PVC LINER, SPECIFIC GRAVITY (ASTM 0192): 120 (MIN.), TENS//£ (ASTM O 882): 73 (LB/IN-WIDTH, MIN.}, ELONGATION AT BREAK {ASTM 0882): JBO (%MIN.), MODULUS (ASTM O 882): JO (LB/IN-WIDTH, MIN.), TEAR RESISTENCE {ASTM O 1004): JO (LB/IN, MIN.) PER CEOSOILS RECOMMENDATIONS IN £MAIL DAT(() 6/11/2013. CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE FIELD PRIOR TO CONSTRUCT/ON/ "AS-BUILT" PLAN -EL CAMINO REAL SCALE· I• ~ 40' San Diego Gas & Electric Company Reviewed By::.-'--'c:,i-""------Date 5 -/ -/ 5 Colleen 'ino Land Management Representative Valid for 18 months from date of signalure BENCHMARK NOTE!! 0 /<;,....~ DESIGNED BY: N.F./K.H. DATE: FEB. 2013 (;,I, DRAWN BY: T.G./G.M. SCALE: />S SHOWN _ h . .,. , . . 1 J 0~ . -NOV 1,,_2,.(.)(.2 ___ PROJECT MGR., c.o. Jos No., 10-1307 eta'~~ a.17 ,, DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, L.S. 6215" ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR, HORIZONTAL OR VERTICAL SURVEY CONTROL C O N S U L T A N T S 1-----------------l P.E. 32014 EXP,_'aµ.t)L8 DATE Civil, Engineering Planning Proc,eissing Surveying 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 ODayConsultants.com ENGINEER OF WORK: ;J;)_!f' t1~=--~-- INSPECTOR LOCATION: IN NORTHEAST CORNER OF CANNON RO, BRIDGE OVER AGUA HEOIONOA CREEK, 120 FEET SOUTHWEST OF £L CAMINO REAL RECORD FROM: R.O.S. NO. 11211 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: NGVD 1929 £LEV. PER PLAN 6" PERFORATED SO MIRAFI 140N IMPERMEABLE LINER SEE DETAILS ON SHEET 6 ;, o· 1 o· 40' ·''l-~ J.·/ SLOP£ 20' 80' SCALE: 1" = 40' £LEV. PER PLAN ....---/8" SOIL/COMPOST 5/N/HR INFILTRATION RATE CLASS II CRA VEL CONCRETE WALL (560-C-3250) SDRSO C-9, TYPE jj' DETAIL 'C' -DROP STRUCTURE @ BIORET£NTION AREA NOT TO SCALE //S-/5fJ!L. 7 JI/OT£: PROP 5TRIJC.T//1?£S ;VtJT J5(1/LT /)/ MEDIA)/ BASll/5 DEMOLITION NOTES: fil REMOVE EXIST. A.C. BERM m EXIST. M.H. TO REMAIN -ADJUST TO GRAD£ fI7 UNDERGROUND EXIST. OVERHEAD POL£ ANO LINES, TO 8£ COORDINATED WITH SOC&:£ PRIOR TO CONSTRUCTION 137 REMOVE EXIST. OVERHEAD POLE fI7 RELOCATE EXIST. SIGN LW REMOVE EXIST. GUARDRAIL ifjJ RELOCATE EXIST. AIR VAC. ASSEMBLIES & BACKFLOWS ALL AIR VACS TO 8£ INSTALLED IN ABOVE GROUND CONF/GURA TION. REFER TO CMWD STANDARD (T'rP.) @ EXIST. VAL VE -ADJUST TO GRAD£ LW EXIST. VAULT -ADJUST TO GRAD£ IJJl REMOVE EXIST. FENCE ANO RELOCATE TO NE/'/ R/W LIN£ CONTRACTOR TO COORO/NA TE WITH PROPERTY 0/'INER. lifl RELOCA le EXIST. /'IA TER RISER /j§J EXIST. EOG£ OF PAVEMENT LW' REMOVE EXIST. SIGN @ REMOVE EXIST. PLANTERS AT MEDIAN LW REMOVE EXIST. PA VERS AT MEDIAN l§Jl REMOVE EXIST. PAVEMENT EXISTING EASEMENTS II] PIPELINE & INCIDENTALS TO O.MWC. REC. JULY II, 1930, BK. 1796, PC. 142, DEEDS II] PUBLIC UTILITIES & INCIDENTALS TO S.O.C.&£ REC. JUNE I, 1953, BK. 4874, PG 143, O.R. lg) ORA/NACE CHANNEL TO COUNTY OF SAN DIEGO REC. MAR. 12, 1910, DOC. 44681, O.R. [8] PUBLIC UTILITIES & INCIDENTALS TO S.O.C.&£ REC. NOV. 20, 1910, DOC. 21JJ6J, 0.R. [llj CONSERVATION TO C.N.L.M REC. DEC. 21, 2001, DOC. 2001-0786161, O.R. [m MEMORANOUM OF MANAGEMENT ANO FUND/NC A GREEM ENT REC. DEC. 21, 2001, DOC. 2007-0186169, O.R. . ~ OPEN SPACE TO CITY OF CARLSBAD REC. JAN. 16, 2008, DOC. 2008-0021749, 0.R. IEJ PUBLIC UTILITIES & INCIDENTALS TO S.O.C.&£ REC. APRIL 22, 1953, BK. 4830, PC. 219, O.R. NO!cS: I. FOR RIP RAP SPECIF/CATIONS REFER TO STORM DRAIN PLANS. 2, FOR INLETS TO 8/0RETENTION AREAS, REFER TO IMPROVEMENT PLANS AND MEDIAN PLANS CENTERLINE DATA (NO) DELTA/BEARING RADIUS LENGTH I N 60'25'J7" W 4.88' 2 Li= 15'16'!5" 2000,09' 561.99' REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY 8/0RETENT/ON AREA<iJJ(TC-32) 200SF 8/0RETENTION AREA <j}J(TC-32) 180 SF BIORETENTION AREA<i!}(TC-32) 190 SF 8/0RETENTION AREA <eJ(TC-32) 190 SF 8/0RETENTION AREA <l!}(TC-32) 210 SF 8/0RETENTION AREA@(TC-32) 210 SF 8/0RETENTION AR£A <jjg (TC-J2) 220 SF 8/0RETENTION AREA /II (TC-32) SE£ SHT. 8 FOR QUANTITY FOR BIORETENTION AT MEO/AN, SE£ DETAILS ON SHT. 6 STORM DRAIN PLAN -SEE SHEET No, 18 SURFACE IMPROVEMENT PLAN, REC. WATER PLAN - SEE SHEET No. 27 MEDIAN PLAN -SEE SHEET No. 36 ~ CITY OF CARLSBAD I SHEETS I l----+--1-----------------t---t----t---t----J L__J!__j ENGINEERING DEPARTMENT 9 6 1----l---+-------------+---t----t----t--J DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION , G:\101307\1007WIQ9.dwq ftpr 23. 2015 5:23pm GRADING AND D£MOUT10N PLAN FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL c.o.P. 11-10 DWN BY: __ _ DATE INITIAL DATE INITIAL CHKD BY: ..ll...\L OTHER APPROVAL CITY APPROVAL RVWD BY: ,\vi,. PROJECT NO. C. T. JJ-03 DRAWING NO. 477-6 Xrefs· 7007WI; 1007WILY; 1007ATP01: 1007AUrL7: 100Ni'1!AP: 1007A!,tAP; 1CQ7AN: 1GQ7WSTR; 1007',\/IJTL: 10071S9rd; ECR.\!EOIAtlEllO; 10076GRO I I ') ; I "' ];, ~ n • Q , I ] • ~o ii go • oC ri ~~ ·r~ . " . "I > ,;I ~z !Le~ 1~1 ~ I ~I '.ti~ i!• m fTI 1·[ ~ I ~ p I I I I , t, I . ' ' . ,, I .. Cl U) :e 0 Cl ... ,i:,. U) ..... OI ..... ' OI ' 0 lJ ~ 2 G1 2 C s OJ m lJ 0 lJ, ~ 2 G1 2 C s OJ m lJ 0 lJ i 2 G1 2 C ~ OJ m lJ l' ' ' ' CAUllON !! CONTRACTOR TO VERIFY THE EXACT LOCA T!ON OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCT/ON! NOTE II ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. n ,,,---REMOVE EXIST. WALL I 1/ (APPROX 110 LF} EXIST/NC~ GROUND 1 1 CONSTRUCT 4-!'I/RE CABLE RAIL/NC PER 2010 CAL TRANS RSP . - APPROXIMATE LIMITS OF>(':., -2·, -LJ~ --....._ 811-47 SECTION A-A 44,r --....._ PROPOSED TEMPORARY BACK-CUT "- TO CONSTRUCT WALL ""- COORDINATE !'I/TH SOILS ENC/NEER/NC OUR/NC "'- CONSTRUCTION • INSTALL 0-75 TYPE '£1' DITCH if_A7,~jj!Jfft!J 4 BEHIND WALL AS MOD. BY CITY OF I PVC PIPE CARLSBAD STD. owes 1.0% MIN. NOTE: SEE CONSTRUCT/ON LICENSE AGREEMENT DOC/ 20/2-0/98551 RECORDED 4/5/2012 R/W 10.0' CURB 91.8 ,w '-.'... --...... 4" PCC SIDEWALK 'sECT/ON 1G-G 1 SCALE-1"=5' PROPOSED RETAIN/NC WALL (APPROX JI O LF) H = 8.4' (TW TO BW) MAX SEE LANDSCAPE PLANS FOR FINISH DETAILS SEE RETAIN/NC WALL PLANS SHEETS 93 THROUGH 96 PRIVATE BIORETENT/ON AREA TO SERVE PA7 PER owe 480-JA "AS-BUILT" 0 /<,..~ DESIGNED BY: N.F./K.H. DATE: FEB. 2013 0 DRAWN BY: T.G./G.M. $CALE: AS SHOWN ~~-PROJECT MGR.: G,Q, JOB NO.: 10-1307 ~~~~ CONSULTANTS r------------~ 2710 Loker Avenue We:st Suite 100 Carl:sbad, Callfornla 92010 760-931-7700 Fax: 760-931-8680 00ayCan:sultants. com Civil Erigineering Planning Pro,:;essing Sur-1eying ENGINE~R OF WORK: DATE: 'I, /!-?h!' RCE: 32~ R~a'.&, '(NSPECTOR MOIi, /,,-Ut2- DATE ~},-z./,e ~ \ BENCHMARK DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: 25" DISC STAMPED "CLSB-'/05, LS. 6215' IN NORll/E:AST CORNER OF;CANNON RD. BRIDGE OVER AGUA HEDIONDA CREl;K, 120 FEET SOUll/WEST OF EL CAMINO REAL RO.S. NO. 17271 (Pl NO. 105) 45.410 M.S.L. DATUM: NGVD 1929 CENTERLINE DATA (NO: DELTA/BEARING RADIUS LENGTH ! ..:'.l -15°24'21 11 2000.09' 537.79' 2 N 81'53'47" E 122.21' DEMOLITION NOTES: lIJ REMOVE EXIST. A.C. BERM ill EXIST. M.H. TO REMAIN -ADJUST TO GRADE @ fl] fjj/ LTI7 ml IJJ] LW ml Bil @ UNDERGROUND EXIST. OVERHEAD POLE AND LINES, TO BE COORDINATED !'I/TH SDC&E PRIOR TO CONSTRUCTION RELOCATE EXIST. SIGN RELOCATE EXIST. AIR VAC. ASSEMBLIES & BACKFLOWS ALL AIR VAC'.5' TO BE INSTALLED IN ABOVE GROUND CONFICURA TION. REFER TO CMWD STANDARD (TYP.) EXIST. FIRE HYDRANT EXIST. STREET LICHT REMOVE EXIST. FENCE AND RELOCATE TO NEW R/W LINE CONTRACTOR TO COOROINA TE !'I/TH PROPERTY OWNER. REL OCA TE EXIST. BOX RELOCATE EXIST. TEL RISER RELOCATE EXIST. M.H. REMOVE !2 LF± EXIST. 12" ACF EFFLUENT LINE TO NEAREST JOINT. NO CUTT/NC OF ACF ALLOWED. CONTRACTOR TO DISPOSE OF ACF PROPERLY. REMOVE AND REPLACE PORTION OF EXIST. SIDEWALK PER SDRSO G-II EXIST. STREET LICHT TO BE REMO'IED & SALVAGED !'1/lll PROPOSED SIGNALIZED INTERSECTION EXIST. HANDICAP RAMPS TO REMAIN REMOVE EXIST. PAVEMENT EX/SllNC EASEMENTS [I] PIPELINE & INCIDENTALS TO O.M. W. C. REC. JULY !I, 1930, BK 1796, PC. 142, DEEDS [gj ORA/NACE CHANNEL TO COUNTY OF SAN DIEGO REC. MAR. 12, 1970, DOC. 44687, O.R. IE] PUBLIC UTILITIES & INCIDENTALS TO 50.C.&£ REC. NOV. 20, 1970, DOC. 213363, O.R. STORM DRAIN PLAN -SEE SHEET No. 19 SURFACE IMPROVEMENT PLAN, REC. WATER PLAN - SEE SHEET No, 28 MEDIAN PLAN -SEE SHEET No, 37 ~ CITY OF CARISBAD ISHEETSI t-----t--t---~---------------1-----1----1---__j_ _ _j LlQ_j ENGINEERING DEPARTMENT 9 6 ~===--==::::::::::::::::::=:::=:==:=:::::::=:::::=='---'===~ GRADING AND D£MOL/110N PLAN FOR: DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G;\10I307\l007W\10,dw<;1 Apr 23, 2015 5:13pm Xr~fs: 1007'111: 1007'MLY; 1007ATP01; 1007AUTL7; 1007'/iMAP; 1007AMAP; 1007AN; 1007WSTR; 1007WUTt; 1007wgrd; ECRMEDIANBIO: 1007bgrd; 1007bmop ROBERTSON RANCH WEST VIL/AG£ APPROVED BY: ENGINEERING M (RANCHO COSTERA) EL CAMINO REAL C.D.P. 11-10 ~'rt_:__:__JA=S~ON~ S. GELDERT !>l 6,/6,401~ RCE63912 EXP.09 30 16 DATE DWN BY: ~--PROJECT NO. CHKD BY: ,)l&- DRAWING NO. RVWD BY ..l.\k.._ C. T. ! J-OJ ~--------417-6 ' ' r ·• " . Ii 11 ,! " II ' 11 11 I! : i ¥! ., : 8 -; ~; ll il ,---ag ·•c ~~ ' i!~ •• ~· 11:i ; <x mo 1i ~~ ,-Cl). 8l s: I w ffi Ii ~ l Ii. II 1 JI II i 11 I. II n • 0 JJ ~ z G1 z C s ro m JJ 0 JJ ~ z G1 z C s ro m JJ . D JJ ... Cl~ 0 :I: - 0 G) z ... .s,. G'J· ID .... z 0, ~~ ro m ;a CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE AELO PRIOR TO CONSTRUCTION! NOTE!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CO/:ITROL. C~/~~TS 2710 Loker Avenue West Civil Engineering Suite 100 Planning Cqrlsbad, California 92010 Processing 760-931-7700 Surveying Fax: 760-931-8680 ODoyConsullonls.com PEDESTRIAN EASEMENT PER FINAL MAP FOR C. Y. 13-03- DESIGNED BY: N.F.,'K.H. DATE: FEB. 2013 DRAWN BY: T.G.t'G.M. SCALE: AS SHOWN PROJECT MGR.: G.O. JOB NO.: 10-1307 ENGINEER OF WORK: ~l~'-{)~ DATE:~~/i( G-ORG O'DAY --RCE: 3 014 -.. -. "AS-BUILT" ct'7f ifo,( P.E. 32014 ffi'/),7,, · ii/OU t.r/J2i2_ EXP. tl,,/JLjLB DATE ~;!L~ INSPECTOR ~&k DATE PLAN EL CAMINO REAL SCALE-!" ;= 40' BENCHMARK DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS. 62/5' LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIDGE OVER AGUA HEOIONOA CREEK, 120 FEET SOU,11£ST OF El CAMINO REAL RECORD FROM: R.O.S. NO. 17211 (PT. NO. 105) ELEVATION: 45.410 M.S.l. DATUM: NGVO 1929 ~~~ -------~- o· 10· 40• 1.-~-~-"':""""".,;,:: ___ =1 20' 80' SCALE: 1" = 40' ' /1\ DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ' G:\101307\I00n,m d,,,;i Apr 17. 1015 1:13pm :<r➔fs: IQ07WI; 1007'//lLY; 1C07AIPQ1; 1QQ7AIJIL7: 1007'/'IMAf'; IQQ7A~tAF; IQQ7Ml; IG07W51R; IQ07WIJTL; 1QQ7,1grd; 100'/\'/PR0, 10076GRD DEMOLITION NOTES: £fl REMO VE EXIST. A. C. BERM fY EXIST. M.H. 10 REMAIN -ADJUST TO GRADE !Il 137 @ @ /j§j fjjJ &l !§fl UNDERGROUND EXIST. OVERHEAD POLE ANO LINES. TO BE COOROINA TEO Willi SOG!cE PRIOR TO CONSTRUCT/ON EXIST. OVERHEAD POLE TO REMAIN -PROTECT IN PLACE EXIST. VAL J.£ -ADJUST TO GRADE EXIST. STREET LIGHT REMOJ.£ EXIST. POSTS ABANDON EXIST. 48' RCP STORM DRAIN -REMOJ.£ PIPE ANO HEADWALL AS NEEDED SEE SHEET No. 20 REMOJ.£/RELOCATE EXIST. CATV/TEL VAULTS INTO PARKWAY REMOJ.£ ANO REPLACE PORTION OF EXIST. SIDEWALK PER SORSO G-11 lf!Jl EXIST. 18" STORM DRAIN, SEE NOTE I, SHEET 20 REMOJ.£ EXIST. BLOCK WALL' RlJ,/01£ EXIST. CHAIN LINK FENCE N SEE LANDSCAPE PLANS FOR PROPOSED FENCE' CONTRACTOR TO REMOVE/RELOCATE/RECONSTRUCT EXIST. COVERED PA 1£0 AREA' REMOJ.£/RELOCATEl[XIST. POTTERY AT BACK OF EXIST. FENCE* REMOJ.£ EXIST. PAVEMENT , REFER ro "/?!CfIT OF ENTRY ANO LICENSE AGREEMENT" OAT£ APRIL 17, 2014. EXIST/NC EASEMENTS [I] DRAINAGE CHANNEL TO COUNTY OF SAN DIEGO REC. MAR. 12, 1910, DOC. 44687, O.R. @ MEMORANDUM OF MANAGEMENT AND FUNDING AGREEMENT REC. DEC. 21, 2007, DOC. 2007-0786/69, O.R. 660' CORNER SIGHT DISTANCE DATE CENTERLINE DA TA ,NO) DELTA/BEARING RADIUS LENGTH 1 N 87'53'57" E 639.66' STORM DRAIN PLAN -SEE SHEET No. 20 SURFACE IMPROVEMENT PLAN, REC. WATER PLAN - SEE SHEET No. 29 MEDIAN PLAN -SEE SHEET No. 38 I S1E1T I CITY OF CARLSBAD U§J 6 ENGINEERING DEPARTMENT GRAOING ANO OEMOL/llON PLAN FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL C.O.P. 11-10 APPROVED BY: ,(;7..0,W j 111JJH JASON S. GELDERT ~,,,20/S_ ENGINEERING M,irt<)AGER RCE 63912 EXP. 09/30/16 DATE INITIAL DWN BY: CHKD BY: J\,(k PROJECT NO. DRAWING NO. CITY APPROVAL RVWD BY: j1,g_ C. T. 13-03 477-6 . . • ... ... 0 ... U) en 0 lJ i 2 (j) 2 C s OJ rn lJ' 0 lJ ~ 2 (j) z C s OJ rn lJ 0 lJ ~ 2 (j) 2 C s OJ rn lJ 0 lJ CJ ~ :e -c:, 2 ,. (j) .... 2 ';"I C en s OJ rn ;o i I ' I I' CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCT/ON! NOTE!! ELECTRONIC DA TA FILES ARE FOR-REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. C O N 2110 Loker Avt:tnue West Suite 100 CQrlsbod, Colifornio 92010 760-931-7700 Fox: 760-931-8680 00oyConsultonts.com s Civil Engin!'lering Plonning Processing Surveying DESIGNED BY: N,F./K.H, DRAWN BY: T.G./G.M. PROJECT MGR.: G.O. DATE: FEB. 2013 SCALE: AS SHOWN JOB NO.: 10-1307 5' WIDE MEANDER/NC) SIDEWALK ( SECTION 'H-H' NOT TO SCALE 50.6 PLAN -EL CAMINO REAL 6 11 8" r,:Rq MODIFIED CONCRET[ MOW STRIP PER SOR.SO L-J 6" VERTICAL CURB PER SOR.SO G-1 BENCHMARK SCALE.· I"= 40' DESCRIPTION: Z5' DISC STAMPED "CLSB-105, L.S. 6215' "AS-BUILT" ~~a~ . 1-----------------1 P.E. 32014 EXP.~JJLJL.& Nov. ?1 lEL2 DATE LOCATION: IN NORTHEAST CORNER OF CANNON RO. BR/DC£ OVER AGUA HEOIONDA CREEK, ENGINEER OF WORK: 120 FEET SOUTHWEST OF El CAMINO REAL _J._ I, '2, I I <) ~ RECORD FROM: R.O.S. NO, 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM; NGVD 1929 o· 10· 40' •-= 20' 80' SCALE: 1" = 40' DEMOLITION NOTES: fil REMO'£ EXIST. A. C. BERM [JJ' [IJ [J] m LE7 /jJ)' lfil tf§l [§J @ @ LW EXIST. M.H. TO REMAIN -ADJUST TO GRADE UNDERGROUND EXIST. OVERHEAD POLE ANO LINES, TO BE COOROINA TEO 111TH SOC&£ PRIOR TO CONSTRUCT/ON RELOCATE EXIST. SIGN RELOCATE EXIST. VALVE -ADJUST TO GRADE RELOCATE EXIST. AIR VAC. ASSEMBLIES & BACKFLOWS ALL AIR VAC'.5 TO BE INSTALLED IN ABOVE GROUND CONFIGURATION. REFER TO CMWD STANDARD (TYP.) EXIST. VAL VE -ADJUST TO GRADE REMOVE EXIST. TREE STUMPS RELOCATE EXIST. WATER RISER REMOVE POR. OF EXIST. EFFLUENT LINE FOR STORM DRAIN CONSTRUCTION EXIST. PRl}'A TE. /RR. BOX -RELOCATE TO TOE OF PROPOSED SLOPE BEHIND 6 AC BERM . REMOVE EXIST. PAVEMENT REMOVE EXIST. 24" SO PIPE OR ABANDONED IN PLACE REMOVE EXIST. FENCE AS NEEDED EX/SllNC EASEMENTS Ul] ORA/NACE CHANNEL TO COUNTY OF SAN DIEGO SECTION 'J-J' REC. MAR. 12, 1910, DOC. 44687, O.R. 5££ BELOW ~ MEMORANDUM OF MANAGEMENT ANO FUND/NC AGREEMENT REC. DEC. 21, 2001, DOC. 8/0RUENT!ON AREA /18 HOA MAINTAINED 2007-0186169, O,R. L----------------~ xt:::=-5' WIDE MEANDER/NC NOTES 1. FOR APRON ANO SPLASHWALL DETAILS AT CATCH BASIN, SEE SHEET 20 2. FOR APRON AND SPLASHWALL DETAILS AT CATCH BASIN, SEE SHEET 21 3. FOR INLETS TO BIORETENTION AREAS SEE MEDIAN OR IMPROVEMENT PLAN. CENTERLINE DATA DELTA/BEARING RADIUS LENGTH I Ll = 21 '08'20" 1600.07' 590.34' REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION 8/0RETENTION AREA /14 (TC-32) 8/0RETENTION AREA /15 (TC-32} 1---1--1-, BIORETENT/ON AREA /18 (TC-32) . l''T~R!CHT OF ENTRY ANO LICENSE 1 ,<l ii AGREEMENT DATED APRIL 11, A 2014 CAUllON! EXCAVATING IN THE 11C/NITY OF HIGH PRESSURE GAS & FUEL LINES. CONTRACTOR TO COORDINATE WITH JORDAN NEUNER FROM KINDER MORGAN AT (310) 628-7350 AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF WORK NEAR FUEL LINES PRIVATE (HOA} MAINTAINED 8/0RET[NT/ON AREA SEE SECTION '8-8' ON SHEET 7 SECTION 'J-J' NOT TO SCALE 7'. PEDESTRIAN EASEMENT 5' 1 • SIDEWALK STORM DRAIN PLAN -SEE SHEET No. 21 QUANTITY 410 SF 260 SF 1070 SF SURFACE IMPROVEMENT PLAN, REC. WATER PLAN - -SEE SHEET No. JO . MEDIAN PLAN -SEE SHEET No. 39 1--1---+------------+----+---+----+-----! I SH1E2ET I CITY OF CARLSBAD SHEETS ~=::::'.-'==E:::N:::G=IN=E:::E:::Rl:::::N=G:::::D:::E=P=AR=T:::M:;:E:::NT::±::: ==='-'==9=6~ /1\ DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G·\101307\1007',\\12.0;ig Aw 14, 2015 11:IQcm Xrefs• 70071'<1; 1007ATP01; 1C07AIJlL7; IOOTt1MAP; l007Al,!AP: I007AN: 7007',~STR; 10/J7'NUTL: 1007wgr,j: l007WPRO; 10070grd GRADING ANO DEMOLITION PLAN FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL C.O.P. 11-10 APPROVED BY: /) I/ llJ A I I JASON S. GELDERT f/OIWJ../ , · 6,f6•Zol5 ENGINEERING MA"NAGER RCE63912 EXP.09/30/16 DATE OWN BY: CHKD BY: ,)i,jl. RVWD BY: ..II& PROJECT NO. C.T. 1J-0J DRAWING NO. 477-6 -··• 1 l "' l> 8 I " I !l :0 ' ~o -~ ill !lg 3~@ j~ IJ ,. ~ m ·u • ,o. '.i ~z ~z~ oC ·• ,: ]: -:i: ;i! WQ i:;;'./j,1 iuiffl 1§~ z m I SJ p I 'i I I i I I I > ! • I ~-·1 , ' , I-' -------i Li,+ ... N 0 ... u, OI 0 JJ ~ z G'l z C s IJl m JJ 0 JJ ~ ~ z G'l z C s IJl m ~ 0 JJ ~ z G1 z C s IJl m JJ 0 JJ ~ Cl~ :e -c,§ "'z -.&c -:-as OI OJ m JJ ' EXISTING EASEMENTS []J PUBLIC UTILITIES & INCIDENTALS TO S.D.C.&£ REC. JUNE I, 1953, BK. 4874, PC 148, 0.R. [Ij PIPELINE & INCIDENTALS TO C.M. W.D. REC. JUNE 16. 1961, DOC. 96185, O.R. [ill PUBLIC UTILITIES & INCIDENTALS TO S.O.C.&£ REC. JUNE 16. 1966, DOC. 98887, O.R. [gj DRAINAGE CHANNEL TO COUNTY OF SAN DIEGO REC. MAR. 12, 1910, DOC. 44687, O.R. [m MEMORANDUM OF MANAGEMENT AND FUND/NC AGREEMENT REC. DEC. 21, 2007, DOC. 2001-0786/69, O.R. ['l:sl PUBLIC UTILITIES & INCIDENTALS TO S.O. C.&£ REC. JUNE I, 1953, DOC. 74512, O.R. Cl§:1 PUBLIC UTILITIES & INCIDENTALS TO S.D.C.&£ REC. OCT. 7, 1967, F /N 152395, 0.R. CAUTION!! CONTRACTOR TO VERIFY TH£ EXACT LOCATION OF EXIST/NC UTILITIES IN THE AELO PRIOR TO CONSTRUCT/ON! NOTE II ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL CENTERLINE DA TA !NO) DELTA/BEARING RADIUS LENGTH I LI ~ 21'53'16" 1600.07' 611.25' 2 N 49'04'36" W 88.75' c~/??~rs 1,,_o,ESS/ol)( ~ GE "I( <ff ~QI'! Oa ~ !$ <:, "I;--'k. "' s. NO. 32014 z: 0 ,,, Ii. EXP. 12/31/16 £ 2710 Loker Avenuf;! West Civil Enginf;!ering * * Suite 100 Planning Carlsbad, Colifqmia 92010 Processing J''i/: C!V\\. (1.-.*'c 760-931-7700 Surveying < OF CAl.l~G Fax: 760-931-8680 ODoyCons1,1ltonts.com l5Jl IJJl /j§J IJJl & @ LW l§J7 EXIST. VAL 1€ -ADJUST TO GRADE EXIST. STREET LICHT REMOW: EXIST. FENCE AND RELOCATE TO NEW R/W UN£ CONTRACTOR TO COORDINATE WITH PROPERTY OWNER. REMOW: POR. OF EXIST. /2" ACP EFFLUENT LINE FOR STORM DRAIN CONSTRUCTION REMOW: POR. OF ABANDONED VCP SEWER FOR REC. WATERLINE CONSTRUCT/ON REMOW: EX. TRAFRC SIGNAL SEE TRAmc SIGNAL MOO. PLANS FOR NEW CONST. REMOW: EXIST. TREES EXIST. GA TE TO REMAIN. COORDINATE lflTH SDG&E & PROPERTY OWNER REMOW: POR. OF EXIST. 8' ABS SEWER PER DWC. 222-4, SEE SHEET JI EXIST/NC /4" D.I.P. WATER MAIN TO BE KEPT IN SERWCE UNTIL IT IS REPLACED BY THE /6' PVC WATER MAIN THROUGH CT-IJ-ffJ IN THE FUTURE, OR BY TEMPORARY HIGH LINE, SEE DWG 480-JA. 8 REMOW: EXIST. MANHOLE @ REMOW: EXIST. PA 11:MENT DESIGNED BY: N.F./K.H. DATE: FEB. 2013 "AS-BUILT" DRAWN BY: T.G.LG.M. SCALE: AS SHOWN ~ 01/J PROJECT MGR.: G.O. JOB NO,: 10-1307 G ~ 7 . P.E. 320 4 EXP,_tz./JJ,/LL ENGINEE~ OF WORK: Z1»=.a ~;.._ {)/}. DATE:¼-i,LL GEORGE ~'DAY . RCE: 3 014 INSPECTOR Nov, ,, l'.PL2 DATE ~~~ DAE BENCHMARK DESCRIPTION: 25' DISC STAMPED 'CLSB-105, LS. 6215' LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIDGE 011:R AGUA HEDIONOA CREEK, 120 FEET SOUTHWEST OF £L CAMINO REAL RECORD FROM: R.O.S. NO. 11271 (PT. NO. 105) ELEVATION: 45.410 M.S.L DATUM: NGVIJ 1929 San Diego Gas & Electric Company Reviewed By:~~-t!--~~-=:~-Date f;" -/-/5 Colleen ino Land Management Representative Valid for 18 months from date of signature o· 5• 20· 10 40' SCALE: 1" = 20' I. FOR APRON AND SPLASHWALL DETAILS AT CATCH B",SIN, SEE SHEET 21. 2 R(AIOVE & REPLACE EXIST. CURB, GUTTER & Sl[!EWALK TO NEAREST JOINT FOR RRE H'fDRANT CO(ISTRUCTION. {G-11} J. INS,TALL GRAVITY RETAINING WALL PER C-9. WAfL FACING WILL BE "OR.CO SPLIT FACE CLOCK, Wfl,EA T COLOR" 4. SE£ SPILLWAY DETAIL ON SHEET 6 ! REQUIRED T~EATMENT CONTROL BMP TABLE OESCRIPT/0,N BIORETENTION AREA <i!}; (TC-32) I 8/0RETENT/ON AREA /If (TC-32) BIORETENTION AREA<jjJ; (TC-32) I BIORETENTION AREA <jjJ; (TC-32) QUANTITY JOO SF 860 SF 390 SF 1200 SF STORM DRAIN PLA/V -SE£ SHEET No. 22 SURFACE IMPROVEMENT PLAN, REC. WA TFR PLAN - SEE SHEET No. :JI MEDIAN PLAN -fEE SHEET No. 40 C1ITY OF CARISBAD I SHEETS I i-------J-----j-------------------l---+---e---l----1 I ENGINEERING DEPARTMENT I 9 6 i-------J-----j-------------------l---t----e---l----1 DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C:\t01307\1007Wl13.,:i.,,~ Apr 23, 2Cl15 5:C6pfl7 X(dJc 1C07WI; 1007\\ILI: 1007ATP01: 1C07AUTl_7; 10071',,MAP: 1007AMAP: 1007AN: 1007WSTR; 1007WUTL; 1007wg(d; 1007aGR0; 1007~si\e; 1rJQ'/BMAP GRADING ANO 'OEAIOLIT!ON PLAN FOR: I ROBERTSON RANCH WEST I VILLAGE ! (RANCHO COSTERA) I EL CAMINO REAL APPROVED BY: DWN BY:~~- CHKD BY: .l1,I-- RVWD BY: ,Iv¢- PROJECT NO. . C.T. !J-03 C.D.P. 11-10 DRAWING NO. 477-6 • n • n . l : i . ' . ... w 0 ... U) a, C lJ ~ 2 G'l 2 C $ OJ m I) D lJI ~ 2 G'l 2 C $ OJ m ll C JJ ~ 2 G'l 2 C $ OJ m lJ 0 JJ ;p Cl ~ i- C'I fil '°'Z --IC -;-I $ a, Ol m lJ r------ I I, CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN TH£ FIELD PRIOR TO CONSTRUCTION/ NOTE fl -•---------.--- ELECTRONIC DA TA FILES AR£ FOR R£F£R£NC£ ONLY AND AR£ NOT TO BE USED FOR. HORIZONTAL OR VERTICAL SURVEY CONTROL. ~\',Gr ESS / o~ ,f? (JRGE O a '1< I:! <S '1;,; 1', V) -c:; NO. 32014 Ri \!;!, EXP. 12/31/16 ~ * * J'°'1J; CIVIi-f/.-.4<-"<- (' OF CALI<() CAUllON! £XCA VA TING IN TH£ VICINITY OF HIGH PRESSURE GAS & FUEL LINES. CONTRACTOR TO COORDINA T£ WITH JORDAN NEUNER FROM KINDER MORGAN AT (310} 628-7350 AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF WORK NEAR FUEL LINES "AS-BUILT" 0 /~ DESIGNED BY: N.F./K.H. DATE: FEB. 2013 u~ DRAWN BY: T.G./G.M. SCALE: AS SHOWN h,M.f.L-,rJ 1/7_., ~k~~~ PROJECT MGR.: G,O, JOB NO.: 10-1307 GEORGEO~~~ C O N S U L T A N T S 1--------------i P.E. 32014 EXP._ll.j.uj'-8. 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning XEV Wll(.E°/ :Y Carlsbad, Colifarnio 92010 Proc:essing . ll'. ~ ' 760~931-7700 Surveying ~-, ,O, A Fcs: 760-931-8680 f Y '/ /,,,; DATE: lfh/1/t{ ODoyCorisullontcr.com G :!DAY tf RCE: 1 3l:'ti4 INSPECTOR PLAN -EL CAMINO REAL SCALE· 1" = 40' BENCHMARK DESCRIPTION: 2.5' DISC STAMPED "CLSB-105, LS. 62/5' LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEDIONOA CREEK, 120 FEET SOUTH/tEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 {PT. NO. 105) ELEVATION: 45. 410 M.S.L. DATUM: NG'VlJ 1929 o· 1 o· --== 20' 40' SCALE: 1" = 40' 80' DEMOLITION NOTES: fil REMOVE EXIST. A, C. BERM fil ' EXIST. M.H. TO REMAIN -ADJUST TO GRADE fI7 RELOCATE EXIST. SIGN IJil REMOVE POR. OF ABANDONED VCP SE/tER FOR REC. WA TERUNE CONSTRUCT/ON fj§/ RELOCATE EXIST. TRAfflC SIGNAL BOXES !l§/ RELOCATE EXIST. CONC. PAD AND WATER RISERS II!l RELOCATE EXIST. BENCH AND TRASH CAN /j§J REMOVE POR. QF ABANDONED VCP SE/tER FOR STORM DRAIN CONSTRUCT/ON LW REMOVE EXIST. PA VE/JENT NOTES.· I. FOR RIP RAP SPECFICA T/ONS REFER TO STORM DRAIN PLANS. 2. FOR INLETS TO BITORETENT/ON AREAS, SEE IMPROVEMENT OR MEDIAN PLANS. EX/SllNG EASEMENTS [j] DRAINAGE CHANNEL TO COUNTY OF SAN DIEGO REC. MAR. 12, 1910, DOC 44681, O.R. CENTERLINE DATA :NOJ DELTA/BEARING RADIUS LENGTH 1 N 49'04'36" W --422.56' 2 LI= 02°04'04" 2000.09' 12.18' STORM DRAIN PLAN -S££ SH££T No. 23 SURFACE IMPROV£M£NT PLAN, R£C. WATER PLAN - -S££ SH££T No. 32 MEDIAN PLAN -S££ SHEET No. 41 I SH1E4ET I CITY OF CARLSBAD ~ l-------ll---+----------------1---l--~~l--------1-~----l ENGINEERING DEPARTMENT 6 t----+----f-------------------+-----+------le-------lc-----1 DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINErn OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G:\101307\I007WJ14d·,.,g Apr 16, 2015 3:43pm Xr~fs: 100711'1; 100/'/'ilU: 1C0JATP0I; 1Q07AIJTL7; l007Wl,!AP; IQ07AMAP; 1007AM: 1007WSTR; 1001\'<UTL: 1007WGRll: 1007coi\<,: GRADING AND DEMOLITION PLAN FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL c.o.P. 11-10 APPROVED BY: // 1f/L, JASON S. GELDERT · ~ 6 ·/6·ZIJI.S ENGINEERING MAi'1'AGER RCE63912 EXP.09/30/16 DATE DWN BY: CHKD BY: ,;If'...-_ RVWD BY: :S-1,f.. PROJECT NO. c.r 13-03 DRAWING NO. 477-6 ' ... ,. 0 ... IO a, I CJ JJ ~ z G'l z C: s [)J m D C D l> ~ 2 G'l 2 C: $ [)J m D CJ D c~ :e -(i) 2 ,. G'l .... 2 .... C: cn s [)J m JJ DETAIL-RETAINING WALL F.H. ASS'Y AT STA. 493+70 SEE SHEET 33 CAUTION !I CONTRACTOR TO VERIFY THE EXACT LOCA TlON OF EXISTlNG UllL/TlES IN TH£ FIELD PRIOR TO CONSTRUCT/ON! NOTE II ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR . HORIZONTAL OR VERTlCAL SURVEY CONTROL. SCALE· 1' = 10' 0. /<,.._~-DESIGNED BY: N.F./K.H. DATE: FEB. 2013 "AS-BUILT" u DRAWN BY: T.G./G.M. SCALE: AS SHOWN h.,_.;._ v<..-/ p 1/1 . ___ PROJECT MGR.: G.O. JOB NO.: 10-1307 GEORGEO~'o/ C O N S U L TA N T S 1----------------1 P.E. 32014 EXP. tt,lf1/IB 2710 Loker Avenue West Su.ite 100 Carlsbad, CalifornJQ 92010 760-931-7700 Fox: 760-931-8680 ODayConsultants.com Civil Engineering Pla_nning Processing Surveying ENGINEER OF WORK: I DATE: 1 RCE: INSPECTOR PLAN -EL CAMINO REAL Noll, 4 {.at 1 I DATE SCALE· I' = 40' BENCHMARK DESCRIPTION: 25' DISC STAMPED 'CLSB-105, LS. 6215' LOCATION: IN NORTHEAST CORNER OF CANNON RD. BR/OGE O'IER AGUA HEDIONOA CREEK, 120 FEET SOUT/fWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 11211 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: NGVO 1929 /1\ DATE INITIAL ENGINEER OF WORK G: \101 307\ I 007Wl1 5.dwg Apr 06, 2015 3: 0Jpm • • \ ~ o· 10' 40' 20 SCALE: 1" = 40' RIGHT-OF /fl, FINAL AIAP r'1fr PER CT-JJ-03 REVISION DESCRIPTION 80' DATE INITIAL OTHER APPROVAL Xr;,Js: IC07WI: 1G07WILY; 1007ATT'0I: 1007AUTL7: 1007WMAP; 1G07AMAP: 1007AN; 1007¼5TR: IC07f,'UTl: 1007'M:;RD: 1007csite DATE DEMOLITION NOJES; fil REMOVE EXIST. A. C. BERM [j_J EXIST. M.H. TO REMAIN -ADJUST TO GRADE EXIST. smEET LIGHT ml fjjJ ml llW RELOCATE EXIST. mAFRC POLES RELOCATE EXIST. mAmc SIGNAL BOXES RELOCATE EXIST. TEL. BOXES EXIST. ELEC. VAULT -ADJUST LIO TO GRAD£ &l IJJl l5Jl CONmACTOR TO COORDINATE W/SOG&E FOR RELOCATTON OF FAC!LlllES RELOCATE EXIST. SOG&E FAC/Llll£S. REMOVE & RECONSmUCT EXIST. WALL. CONmACTOR TO COORDINATE W/SOG&E FOR RELOCATTON OF FAC/LlllES EXIST. SEWER LIFT STA llON TO BE REMOVED. IJil 15§1 1W PROTECT EXIST. SEWER muNK MAIN. REMOVE EXIST. SIDEWALK RELOCATE EXIST. SEWER CLEANOUT -ADJUST TO GRADE REMOVE EXIST. PAVEMENT EXIST/NC EASEMENTS [j] DRAINAGE CHANNEL TO COUNTY OF SAN DIEGO REC. MAR. 12, 1910, OOC. 44687, 0.R. [IT] DRAINAGE TO CITY OF CARLSBAD REC. JULY 2, 1914, DOC. 14-111855, 0.R. !iQK !. REMOVE & REPLACE EXIST. CURB, GUTTER & SIDEWALK TO NEAREST JOINT FOR RR£ HYDRANT CONSTRUCTION PER G-11. SEE RRE HYDRANT DETAIL BELOW LEFT ANO ON SHEET 33. CENTERLINE DA TA ,NO) DELTA/BEARING RADIUS LENGTH 1 LI = 08'51 '56" 2000.09' 309.48' 2 N 60"00'36' W 145.58' SURFACE IMPROVEMENT PLAN, REC. WATER PLAN - -SEE SHEET No. JJ MEDIAN PLAN -SEE SHEET No. 42 Lill CITY OF CARLSBAD 5 ENGINEERING DEPARTMENT GRADING ANO OEJ(OLJTlON PLAN FOR: Lill 6 ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL C.0.P. 11-10 APPROVED BY: a ') Pf. 1,/,-,:-JASON S. GELDERT o4(,,v.A G•/6•2015 , ENGINEERING MAl'fAGER RCE 63912 EXP. 09/30/16 DATE DWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: ::,\A-, CITY APPROVAL RVWD BY: ::,~ C. T. 13-03 477-6 r • ! 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I - ·-, ... --1·-· - r··· . ··-. .,.. ..... ,.......... . .. r;: .. :: ... r ... . ·,-· •·.:._:··i:, · . .:.: ._. . .-·.~.:.:·.-: .:.. :r-::.7.::.:r:::.: .. :: ·····-··-,- ··-·+- f··· . ... , -·-·-, ..... ·-·-· r -::r .:.:·.:.: -:::: . . r··--· r .. ·r . .. .,. .. -.-····-·-, .. . ........ ,. ···+ -··-·, . ·-· .:: .. .:.:-.--...... r:·· . . .,. .. ,. .. ' . F .. r: ·:. ·!.'.· -it··---.:-~[:.. :~~6rit.1 · J:s-/oNM!:0~ .. ,"';: RBOFII.E :~ · ST0RM DRAIN ···. · _ . l .. , .... ·····.r· ........ ..... ,··-, ...• _-····~···-•·:·--·•·· · 1"···· •. , •• . . : :. : ·-1· .. T.:: -. , .... . . . . . -·t .•. . .. . .... 1. -· ... ···: 1:-, .. CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCT/ON/ NOT£!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL -..... , :r: :F • , I ... ' . t-· -· -----....... t·-····· r . ·:···~::: :~::·:~:!--. :.~~·~~TJ··:··=t=_.-j'· i:.-7fi::--;--~ ... l7 :J . /nr, Jll A :rr.~ · 1 · ~ ~~~a:.,_,::;,"~"c·v:-,,~'F'J'·rc';'..·f~ ·: <:·: :::· ··.~-·:.-.:~~:··:::·:~·: .. : .--... · VER .·~>. ::. :p ..... ::::: _-_-f· .. ·_· _-·: . .-::· :( .. ;:. f·\_ ·-. r·· . . ··· .-.:t: ... .-T·.:.:.:.:.:: -· ..... ·r r----··· . . f •. ·· . :--··.~::.~ ... :.: .. 1 ..... . . --r·. ·-· . -·-· ... . . . ........ . .. . .... , .. . • ...•. .,... ···-···-·"· ·-··-·I· -· A:2, . ric"F,(~ 't!-ci.o.'1'7-°2'ZF7 ,:/i:Iill'~i-'i-QI"-": . ,~ •... H.· .. ,fil-.. T::: ~r;;,1..r..:-.t-:: .... /l1-.,,.,, t:c~ .... ··-,-,. ,__,,., . -~{' ,,,. .. a!... . - ..·····:~::···:· ................ ·-.. 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P.E, 32014 EX ._LL/&Ja-- .... 1---- _;Voll, ,, (!tJ/ 2 DATE BENCHMARK DESCRIPTION: LOCATION: 2.5" DISC STAMPED "CLSB-105, LS. 6215" IN NORTHEAST CORNER OF CANNON RO. BR/OGE 0 'IER AGUA HEO/ONOA CREEK, 120 FEET SOUTHWEST OFEL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L DATUM: NGVO 1929 - o· 10· NOTES 20' \ \ 40' SCALE: 1" = 40' 80' 'NO ~ I 2 DELTA/BEARING N 66'35'33" W L] = 04°33'59" STORM DRAIN DA TA NO~ DELTA/BEARING RADIUS LENGTH REMARKS RADIUS LENGTH /1)0.05' 69/J0.3/' 549,95' I N 25'28'59" £ 2/J.87' 18" RCP ~ 1350 D PRIVATD 2 N 33'45'03" £ 35.19' 18" RCP ~ 1350 D PUBLIC) 3 N 28'/3'()8" £ 26,56' 18" RCP ~ 1350-D PR/VAT[) 4 N 33'39'4!" £ 11.13' 6" PVC~ DR/8 (PR/VAT[)@ 2%" 5 N 25'43'33" £ 11.39' 10" PVC ~ DR/8 (PR/VAT£) @ 2%" 6 N 26'30'44" £ ~~ 43.17' 6" PVC ~ SOR35 (PUBLIC) " S££ YOO TYPE '8' CJ. PIP£ OATA' TABLE BELOW FOR FLOWLIN£ INFO, FOR INLET 0£TA/LS Sf£ IMPROV£M£NT PLAN. MOD TYPE '8' C./. PIPE DA TA REMARKS 4 I, INSTALL !.5'x 2' (IY x L) RIP-RAP PER SDRSD MOD, 0-40, ROCK CLASS=NO. 2 BACKING, I.!' THICK; TYPE 2, STA. 446+59JO @ 53' RT. ~ MOO. TYPE '8' CJ, FL 6" IN = 39.40 FL 6" our = 39.17 5 STA. 446+90 @ 53· RT. ~ MOO. TYPE 8-I C.I. FL 8" IN= 39.4/J FL 8" OUT= 39.17 FILTER BLANKET=¼" AGGREGATE, 12" THICK. 2. THESE STORM DRAINS ARE SUBJECT TO HYDROMODIFICA TION FLO/YS AND NOT Qtoa: CDCDCDCD REFER TO SIYMP 13-03. J. INSTALL 25' x J.3' {IY x L} RIP-RAP PER SDRSD 0-40, TYPE 2, ROCK CLASS=NO, 2 BACKING, !./' THICK; FILTER BLANKET=¼" AGGREGATE, 12" THICK. 4, SEE TYPE 'El-!' Cl. MODIFICATION DETAIL 'o' ON SHEET 5. 5. INSTALL 5' x /0' (IY x L} RIP RAP PER SDRSD 0-40, ROCK CLASS= NO. 2 BA CK/NC, I. I' THICK; FILTER BLANKET=?• AGGREGATE, 12' THICK. TYPE 2. EXISTING EASEMENTS [j1] ORA/NACE CHANNEL TO COUNTY OF SAN 0/ECO REC. MAR. 12, 1970, OOC. 44681, D.R. II±] PUBLIC UTILITIES & !NC!OENTALS fO S.O.C.&£ REC. NOV. 20, I 9 70, OOC. 21 JJ6J, O.R. [ill SEWER TO CITY OF CARLSBAD REC. OCT. 21, 1971, OOC. 248011, OR. [m CONSERVATION TO C.N.LM REC. OEC. 21, 2001, OOC. 2007-0786/61, 0.R. [m MEMORA/IOUM OF MANACEMENT ANO FUNO/NG AGREEMENT REC. DEC. 21, 2007, DOC. 2007-0786169, O.R, ~ OPEN SPACE TO CITY OF CARLSBAD REC. JAN. 16, 2008, OOC. 2008-0021749, O.R. GRADING AND DEMOLITION PLAN -SEE SHEET No. 7 SURFACE IMPROVEMENT PLAN, REC. WATER PLAN - SEE SHEET No. 25 MEDIAN PLAN -SEE SHEET No. 34 1------t---+----------+-----+--+-----+----i I SH1E6ET I CITY OF CARLSBAD ~6 ENGINEERING DEPARTMENT LJ:1.Q_j ~='-'===========-====: /1\ DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL G: \101307\1007'11116.d·,,9 Apr 2't, 201 5 8: 35um Xr~is: 1007WI: 100/WPRO; IC07ATP01; 1007,\U1L7; 1007\'iMAP: 1007A.'.!AP; IG07AN: 1007WSTR; IOOJ..•Jli; 1007'1-!GR!J: l007BGRD DATE INITIAL CITY APPROVAL STORM DRAIN PLAN FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL c.o.P. 11-10 APPROVED BY: ,~, 1_ H~'}, JASON } , Ji~~~;> ENGINEERING MAl1AGER RCE63912 EXP.09/30/16 DATE DWN BY: ---PROJECT NO, DRAWING NO. ~~~g ~~: i~ C. T. !J~OJ 477-6 . -, ' ' ,, " ,. ,, ·-' ,/ ' ,\, J ! i· . • ,, ' . j -j h I /--~ ... en 0 ... (I) en 0 D ~ -2 lil 2 C s: ID m D 0 D § 2 lil 2 C s: ID m D □ D ~i -2 lil 2 C s: ID m D □ D C ~ :e -c:'I 2 .i:,. 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I STORM DRAIN BOX DA TA* REMARKS STA. 454+23.32 @ 3.23' LT. ~ TYPE 'G' C.8, re = 64.67 TC = 66.82 ORIFICE = 0,9"u FL 6" IN = 60.84 FL /8" our = 59,84 ' INSTALL SCREW-ON ENO CAP OVER 6" PERFORATED FL WITH 0/A, AS NOTEO SEE DETAIL SHEET 6 CAUTlON! 6. INSTALL 24' x 32' (W x L) RIP-RAP PER D-40, TYPE 2, ROCK CLASS=No. 2 BA CK/NG, I.!' THICK; EXCAVATING IN TH£ VICINITY OF HIGH PRESSURE GAS & FUEL LINES. CONTRACTOR TO COORDINATE WITH JORDAN NEUNER FROM KINDER MORGAN AT (310) 628-7350 AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF WORK NEAR FUEL LINES ALTER BLANKET=¼" AGGREGATE, 12'' THICK. 455+31,98 @ 53' LT. MOO. TYPE '8-!' C.!. L=/1.6' EXIST. OVERHEAD POLES AMO GUY WIRE TO 8£ UMOERGROUNOEO BY SOG&E T(PF// 'C,CIR/3 !)fLE71 L.. =17' . ;HA11/lol.F Pt:-R. ,#~I W/LiJCK/,.1/c;, Ot:VICE Pc.R /4-3/ DETAIL CAUTlON !! CONTRACTOR TO VERIFY THE EXACT LOCA T!ON OF EXISTING UTILITIES IN THE AELD PRIOR TO CONSTRUCT/ON! EXIST. ELECTRIC VAULT \ 'J'-STORM DRAIN SCALE· I' = 40' "AS-BUILT" NOTE!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY ANIJ ARE NOT TO BE USED FOR: ~\'.Of ES$ 104: 45' c, rj.GE O o. '1( «:: I:} \S' '1;. 't', "' -c3 NO, 32014 lei \:i. EXP, 12/31/16 Ei 0 /~~ DESIGNED BY: N.F,/K,H, DATE: FEB, 2013 C O N ~~~-T-S--f-~-:-~w_J;_c_:_y~_G_:._·,G_,/_i.·_i._· --~_i_:L_~_,o_.,A_S_1i_~_~3-WON_7_-'.J· ~~~~~~1✓L/3~L8 .Nmt~:Tz;11 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: HORIZONTAL OR VERTICAL SURVEY CONTROL * * v'qr, CiV\\. ,,.~~ (' OF CALl'iO Carlsbod, Californ~~it;zb~g ~~~~~i~5~ng REV}l:WED §. ~I /J 760-931-7700 Surveying / _ .,,., I rl ,/~ £.,,,. '£l'A Fe" 760-931-8680 ,//7'.d!,,~"l-'4c •0(/L f.LJ:/ /~,.,, ___ _:D~Ac'.T=.E:c,1/,,p,'/2, '/£ ,. · ,.=-·..e.._ OOo,Cocsoltocts.com r,f"QRGl1 O'DAY ;f RCE: 1 32 14 INSPECTOR . -1eb.L=1K_ DATE ., . .. . --. ".," -----·--······-,··· r ... -··---. r • ., ..... .,... . .. ,. ·r . ... . .. I ... ··--··T -..... ,. .. , .. r·--·- .., .... ·r· . EROF!Ltl-¾ STORM Dl?AINtZ . ... . 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VE{IT. o,C/t=i: 8': ...... ···--··--r···--·- ( ..... . -·-···· --····,·-·· --+-:·:. ::.: . .-; .:-· : ,. . .... , ······-+· --:---·-r-·-·-·· BENCHMARK DESCRIPTION: LOCATION: 25" DISC STAMPED "CLSB-105, LS. 6215" IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEO!ONDA CREEK, 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105} ELEVATION: 45.4/0 M.S.L DATUM: NGVD 1929 - -,: DATE INITIAL ·I---~~---' ENGINEER OF WORK -, ... ' .. . ,. .... .. '"!''·· '. + "J" 5 J . REVISION DESCRIPTION -,-, . ' " . ·-·-,·-·- ... ·-·-. ··-··-,--·····-. ···-,-· .. . _,_ . .,, ........ , . --,-... ---· f··---· .. --·.:.:· .. ' STORM DRAIN DA TA (@) DELTA/BEARING RADIUS LENGTH REMARKS I N 23'01'54" E --24,/2' 8' x 8' RCB PER 0-76 2 N 29'49'57" E --17.91' 18" RCP ~ 1350-0 3 S 60'/0'0J'' E --36.48' " " 4 S 60'/0'03" E 2/,62' " " 5 S 60'/0'03" E 36. /4' • • 6 II 29'49'56" E 7. 67' " " @ I% MIN. 7 S 68'48'38" E 82,65' 24" RCP ~ 1350-0 tPRIVATEI 8 11,o"ff'Hl"E --/(),~,, 18" RCP ~ 1350-0 9 N63' 32'.Zt"E --'-/{:.:,()' " " 10 N6f!26'/~" E --f.0,.$'6' • " o' to' 40' I I N l9'47'45" E 5.82' 8" PVC ~ OR/8 @ 2% ,, liil',._~~~~==--, 12 N 12'34'34" E 11.I'!.'' 18" RCP ~ 1350 0 II ZO BO *' SEE '1,/00 TYPE '8' CJ. PIPE DATA' TABLE BELOW, LEFT FOR FLOWUNE INFO, SCALE: 1" = 40' FOR INLET DETAILS SEE MEO/AN IMPROVEMENT PLAN. MOD TYPE '8' C.I. PIP£ DA TA CENTERLINE DA TA REMARKS I (NO) DELTA/BEARING RADIUS LENGTH STA, 454+35,0/ @ 9' RT. ~ MOO, TYPE '8' C.!. FL 8" IN = 65.64 FL 8" our= 65,52 I 2 Ll = 01°35'51" 6900.31' 192,58' II 60'25'37" W 444,55' DATE INITIAL DATE £XIS11NC EASEMENTS [I) PUBLIC U1/Ll1/ES & INCIDENTALS TO SO.C.&£ REC. JUNE I, 1953, BK. 4874, PC 143, 0.R. [j] ORA/NA CE CHANNEL TO COUNTY. OF SAIi DIEGO REC. MAR. 12, 1910, DOC. 44681, O.R. In] COi/SERVA TION TO C.N.LM REC. DEC. 21, 2001, DOC. 2007-0786167, O.R. ~ MEMORANDUM OF MANAGEMENT AND FU/IOI/IC AGREEMENT REC. DEC. 21, 2007, DOC. 2007-0786/69, O.R. ~ OPEN SPACE TO CITY OF CARLSBAD REC. JAN. 16, 2008, DOC. 2008-0021719, O.R. ~ PUBLIC UTILITIES & INCIDENTALS TO S.O.C.&E. REC. APRIL 22, 1953, BK. 1830, PC. 219, O.R. GRADING ANO DEMOLITION PLAN -SEE SHEET No. 8 SURFACE IMPROVEMENT PLAN, REC. WATER PLAN - SEE SHEET No, 26 , MEDIAN PLAN -SEE SHEET No, 35 STORM DRAIN PLAN FOR: ROBERTSON RANCH WEST VILI.ACE (RANCHO COSTERA) EL CAMINO REAL C.O,P. 11-10 APPROVED BY: // '/ /)1 • I I JASON S. GELDERT _____ U,=cilll:::.··=-<-j'-'M'-' ' 6, 1, , Z 01.J ENGINEERING MAffAGER RCE63912 EXP.09/30/16 DATE OWN BY: CHKO BY: -.:;14-IN.ITJAL PROJECT NO. DRAWING NO, 0THER APPROVAL CITY APPROVAL RVWD BY· ,,\1,¢.. C. T. 13-03 477-6 ·'-------'-------,----------------'---"'----L------"·--L-----------------'------=---__J G:\I01307\700711il7.d•;,9 Apr D, 2Dl5 5:01pm Xrijfs: 10()7'/il: I007'.WR0: 1007ATPQI, 1007AUTL7: l007V,\1AP: 1007AMAP: I007AN: 1007WSTR: 1007,,utl: t007vigrd; 100"/bgrd . :: ., ,. -'<: " i i i '· l· .. r '. '' ' a 'JJ ~ z Gl z C s [!) m JJ 0 'J] ~ 2 Gl z C s [!) m 'J] 0 JJ ~ 2 Gl z C s [!) m 'J] 0 'J] CJ ~ ::e -C, z ,s:,. Gl --i z ';" C OI $ OJ m 'JJ -- "-' ' i I -----· -, -. ---,-------•c. -~--------"------------ :···-·-... ,. -,· : f-----· -r-- ··:· n.,1-··· : t--... · T--·-... ., . . .... -,---... - - . 1 -- l ·-···· . ' ' + --,---. ::.·:· ~:;.:;J.;;i~.-·.·.:: t--. 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' --!· ..... _..:.~;:l . f-· . ·:·.: .. :.+·-··-··· . r ..•• 'QDl'1, ""ff;f,, .,i~• ~r~'.-'l")cA"l~t'A,, II ):"j'e1.'~ . .il. ""-.•· .. ·,· ... O.lJ.J,✓-, .lLIJ.-.. .i:,;J •.......... V."B.IYI.ILV.. .. t _ .. ll£8.~ · ·+ ··· .. 1·· ·.t: .. . ......... ,.-.[ .. . ··r .. "' ..... t······ --·· . ! . ... ., 459 .... ::.i:.---..... . ...... EX/SllNG EASEMENTS [I] PIPELINE & INCIDENTALS TO O.M W.C REC JULY II, 1930, BK. 1796, PG. 142, OEEOS [I] PUBLIC UTILITIES & INCIDENTALS TO S.O.G.&E. REC. JUNE !, 1953, BK. 4874, PC 143, O.R. Ii] ORA/NACE CHANNEL TO COI/NTY OF SAN Dl[CO REC. MAR. 12, 1970, DOC. 44681, O.R. [IT] PUBLIC UTILITIES&: INCIDENTALS TO S.O.G.&:E. REC. NOV 20, 1970, DOC. 2/3J63, O.R. [ll] CONS[RVA TION TO CNLM. R[C. DEC. 21, 2001, DOC. 2007-0786/67, O.R. ~ MEMORANDUM OF MANAGEMENT ANO FUND/NC ACR[[M[NT R[C. DEC 21, 2001, DOC. 2007-0786169, 0.R, ~ OPEN SPACE TO CITY OF CARLSBAD REC. JAN 16, 2008, DOC. 2008-0021149, O.R, IE] PUBLIC UTILITIES & INCIDENTALS TO S.O.G.&E. REC. APRIL 22, 1953, BK. 1830, PC. 219, O.R NOTES ..•... t·· 461 !. CONTRACTOR TO COORDINATE /'I/TH KINDER-MORGAN TO POTHOLE 16" FUEL LINE PRIOR TO CONSTRUCTION. 2. THESE STORM DRAINS ARE SUBJECT TO HYOROMODIRCAT/ON FLOWS AND NOT Q/00: @ @ @-@ INCLUSIVE REFER TO SWMP 13-03 I 3. INSTALL 2' x 2. 7' (W x L) RIP~RAP PER MOD. D-40, TYPE 2, ROCK CLASS=No. 2 BACKING, I.I' THICK; RLTER BLANKET= ;f, AGGREGATE, !2" THICK 4. INSTALL 2. 5' x J. 3' (W x L) RIP-RAP PER MOD. D-40, TYPE 2, ROCK CLASS=No. 2 BACKING, I.I' THICK; RLTER BLANKET= ;f, AGGREGATE, !2" THICK 5. SEE MEDIAN PLAN FOR CURB INLET DETAILS. 6. 6" PERFORATED STORM DRAIN (TYP). SEE SHEET 6 FOR SECTION. 7. INSTALL 5' x 2'+ (W x L) RIP~RAP PER MOD. D-40, TYPE 2, ROCK CLASS=No. 2 BACKING, /.!' THICK; RLTER BLANKET= ;f, AGGREGATE, !2" THICK. CAUTION J.I CONTRACTOR TO VERIFY THE EXACT LOCA 170N OF EXIS17NG U17L/17ES IN THE FIELD PRIOR TO CONSTRUC170N! ~'i(Or ESS / O,jt, ,;:, GE '1< .......... r-·-·· . ..... ~--. NOT£!! {) c§,()1'1 Oo. ~ I:<} '1;;. t, V) -ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VER17CAL SURVEY CONTROL c£ NO. 32014 Ri \i EXP. 12/31/16 I;:) * * ,$''-fl; CIVIi-fie.*'<-< or CALl~G -. ·I., 460 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-""/700 Fax: 760-931-8680 ODoyConsultonts.com Civil Engineering Planning Processing Surveying ·-·· ~r .. 458 CAUllON! ,/ EXCAVATING IN THE VICINITY OF HIGH PRESSURE GAS &: FUEL LINES. CONTRACTOR TO COORDINATE /'I/TH JORDAN NEUNER FROM KINDER MORGAN AT (310) 628-7350 AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF WORK NEAR FUEL LINES ENGINEER OF WORK: b, (A y__ff..L-'l_(}:;J_,, h"I----"__.:::.::DAT=E: '1/2;/;, GEORGE @'DAY ,,/ RCE: t'y1'014 V (NSPECTOR .. ·.:::.-.-t·.:::.:·:.-.- 457 SCALE.· I' = 40' DATE ~kl~1e_ DATE ,--------r······-· .. ,------.. ,. ------· -,-·-·-· ·-, .. ..•... I· ...... ············1····· ·:.:_J"'" ... , ----~_., .. :r.::.-.:.·.:::: ··:.:.::.·. --- . ·······r··· r···· . ........ , . .. ,, ... -- •. 1· .... .. ··-"'··-·····, ·-····· ····-,-··-·- ··---·-··r···-····· . -,·· t • -··,-·----·· ....... , .. , ....... .. ·-·, -·-. ·-,-···· ···--.-·, .. _-·:· ·. . ...... -,--·-·--... -·, ........ ·-·· . ··t· 455 BENCHMARK DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, L.S. 62/5" -.... '. ---·1·-......... -·-···· - .. ,. ........ .. ....... , ... . ,.. ..... ..... , ....... . ' • .• I··· •.... o' 10· .:-== 20' --, ·-·-·· ............. r· .. ..... ... ,.. ...... ...... T ...... ········,-····-:·: •r. ·---1--- . e... :· .r-·.: -···-····,····· -··-··- ·:~ .. :·t·.······ ., , .. ·-······r··· .. ' ..... - ......... 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'~Tirrbr1f=rrDTIKI , .. .,.. ..... -........ 1 ........•.• fl/T·r;tfi::/ IJ-L.: .-.::·~•-.:·· :;a.//. .. r.;//TWf. . .f0."/.}/fl~/,J.J_.- , ... 'l"'.D/"lee/ A1lf','.c :i1it==:e-71'A.f J,14'·rr ··nlf · = ·····; . ·-· vti-:~J;tJtt.'f~~~=,~~r::· ... ~(;ll;/:rftv.~~~:r ·./.: ................... +== -i-:.--. _ _. .:-·-.-·:.:r.:::·:::.-.. ::.::.: ......... , .... ..... l ... ··-·-, .. ·-........ ·--·-r-.. . r&illt 'ft•, =·~ ... Jf(!)'frM fl£ t .' --j-···· -........... · ········· · ·'@R€J$~1MG'E@ ~E-:-7'5.6*: . i~;;~ . , .. •.· .. --.. : .. . ........ .. ··-·,··-····· NO' ·1 I . ...... T -1···--· . --., ..... ...... ,···-· ·e STORM DRAIN BOX DA TA* REMARKS .... T"" . ·····-· ...... ...... ·-··-·· . STA. 454+93.30 @ 4.49' LT. ~ TYPE 'G-1' C.8. TO = 69.33 TC = 69.81 ORIFICE = 0,9"u FL 6" IN = 65.50 FL /8" our = 64.50 2 STA. 455+63.65 @ J.53' LT. ~ TYPE 'G-1' C.B. TO = 71,83 TC = 12.49 ORIFICE = 0.8"u FL 6" IN = 68.00 FL 18" OUT = 67.00 3 STA. 456+33.75 @ 3.27' LT. ~ TYPE 'G-1' C.B. TO = 14.43 TC = 74.97 ORIFICE= 0.9"u FL 6" IN= 70,60 FL 18" OUT= 10.12 (SE[ PROFILE) 4 STA. 457+03.63 @ J.74' LT. ~ TYPE 'G-!' C.8. TO = 76.63 TC = 17.14 ORIFICE= t.o''u FL 6" IN = 72.80 FL 18" OUT= 12.03 5 STA. 458+43.68 @ J.91' LT. ~ TYPE 'G-1' C.8. TO= 80.03 TC= 80.66 ORIFICE = 0,8''u FL 6" IN = 16.20 FL /8" our = 15.54 6 STA. 459+/3.68 @ 4.05' LT. ~ TYPE 'G-1' C.8. TO= 81.23 TC= 81.98 OR/F/C[ = I "o TL 6" IN = 11.40 FL 18" our = 16.40 7 STA. 459+83.81 @ J.78' LT. ~ TYPE 'G-1' C.8. TO = 82,43 TC = 82.75 ORIFICE= /"o FL 6" IN= 78.60 FL 18" our= 71.60 ' INSTALL SCREW-ON ENO CAP OVER 6" PERFORATED FL WITH DIA. AS NOT[O S[[ O[TA/L SH[[T 6. " S[[ NOT[ I AT LEFT FOR BOX[S I THROUGH 7, INCLUSIVE. MOD TYPE '8' C.I. PIPE DATA 80' ........ , ...... !""" ..... ' . , ... . .,.. .. . ................ , .. ,. ,..... .... . ··t ..... . '.'..'."_"_".f .:.---.. .., .. .......... , --. ...... , ......... . ... , .... .. ····--,··---··--. ·::r. -. . . ---r • ·.:·:.-·-.---~.-:.r···· CENTERLINE DA TA 'NO DELTA/BEARING RADIUS LENGTH I 2 N 60'25'37" W Is 16'16'!5" 4.88' 2000.09' 561.99' STORM DRAIN DA TA J::JQ, DELTA/BEARING RADIUS LENGTH REMARKS •r I N 25'29'32" E 1.15' 18" RCP ~ 1350 0 2 N 60'27'.29" W ~-65.73' » " 3 N 63'45'40" W 34.3I' " " 4 LI= 00°54'34" 1986.09' 31,52' " " 5 LI= 01°53'11" 1986.09' 65.39' ,, " 6 N 60"!010311 W 4.08' " 11 7 LI= 03°53'47" 1986.09' 135,07 " " 8 Ll=01°53'23" 1986,09' 65.5/' " " 9 LI= 01°53'37" 1986,09' 65.64' " " 10 LI= 01°30'33" 2058,09' 54,2/' 18" RCP 1350-0 (PR/VAT[) II N 28'50'!0" E --7.16' 18" RCP 1350-0@ 1% MIN. 12 N 26"!4'20" £ 7.03' " " " 13 N 25'30'46" E 7.77' /8" RCP ~ 1350-0 -·· -1, ... ·1····· .... ···--...... ......... T ....... ; .... ·I-·- . ' • .. .... r . .. ·r ·-·-,. .... .,-.. .. ··-I-···- ... -·--,-·-··· .... , .. _ .. . --·,·· ..... ·~ .. -·-, .... -·····-,-· . .......... , .. . SCALE: 1" ~ 40' ,NO_., REMARKS 14 N 23'30'39" E --7.30 /8" RCP /350-0 @ 1% MIN. 16 N !9"29~711 £ 7. /3' 11 Jj JJ I 20 STA. 455+28.97 @ 9' RT. ~ /,100. TYPE '8' C.I. FL 8" IN = 71.94 FL 8" OUT = 1/.82 21 STA, 455+99.95 @ 9' RT. ~ /,100. TYPE '8' C.I. FL 8" IN = 71.95 FL 8" OUT = 71.82 22 STA, 456+69.79 @ 9' RT. ~ MOO. TYPE '8' C.I. FL to" IN = 74,42 fl /0" our = 14.31 17 N !7"29'38" £ --6.99' " ,, ,, 18 N 15"29'05" £ 7.26' _,, JI ,. /9 N 21'19'!5" [ 26.75' 18" RCP 1350 0 (PRIVATE) 20 S 23'57'37" W 6. 11' 8" PVC ~ OR/8 @ 2%" 2/ s !l'J0'29JJ w 6.38' JJ IJ II 23 STA. 457+40.07 @ 9' RT. ~ MOO. TYPE: '8' C.I. FL 6" IN = 76.47 FL 6" OUT= 16.35 24 STA. 458+79.65 @ 9' RT. ~ /,100. TYPE '8' C.I. FL to" IN = 19.18 FL to" OUT= 79.67 25 STA. 459+50.37 @ 8.82' RT. ~ 1,100. TYPE '8' C.I. FL 10" IN = 80.95 FL to" OUT = 80.83 22 S !4'58'5!" W 5.69' 10" PVC ~ DR/8 @ 2%" 23 N 09"4!'06" E 5.99' '' " » 24 N 09'59'22" £ ~-5.50' » '1 '1 25 N 04"35'27" £ 5.89' " " " ,, S[[ 'MOD TYPE: '8' C.I. PIP[ DATA' TABLE: LEFT FOR FLOW.LINE. FOR INLET DETAILS S[E MEDIAN //,IPROV[/,l[NT PLAN. San Diego Gas & Electric Company SECTION -MOD. TYPE 'B-1' C.I. , ()~ 5-/-15 Reviewed By:_~ Date, ___ _ GRADING PLAN AND DEMOLl170N -SE£ SHEET No. 9 SURFACE IMPROVEMENT PLAN, REC. WATER PLAN - SE£ SHEET No. 27 SEE SORSO D-02 FOR ADDITIONAL SPECIFICATION NOT TO SCALE Colleen Fino Land Management Representative Valid for 18 months U'orn date of signature MEDIAN PLAN -SEE SHEET No. 36 J-----lf----+------------+--+------t---+--l I SH1.E8ET I CITY OF CARLSBAD I SH9EE6TS I ~=::::::'...'::::::=:::EN::::G:::IN::::E'::'E':::R':::IN=:G=D:::E:::P=:A::::RTM::::::::E=:N=:T==::::'...'.==~ STORM DRAIN PLAN FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL c.o,P. 11-10 LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEOIONDA CREEK, APPROVED BY:(!,._, ~ JASON S. GELDERT (.I-., 6·/6·ZulS ,::.:_ __ ~~ ENGINEERING MANAGER RCE 63912 EXP. 09/30/16 DATE 120 FffT SOU/HHfST OF EL CAMINO R[AL RECORD FROM: R.0.S. NO. 11271 {PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: NGff! 1929 /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: RVWD BY: PROJECT NO. C.T. 13-03 DRAWING NO. 477-6 G:\101307\1007'.\'11iH-~,J hr 21. 2015 4,2Cpm h~fa: 1007WI; IQQ7Y,1U: I007WPRQ; IQ07ATP0l: 1007AUTL7; I007Y,'MAP; !007AMAP: l007Ml; IC07WSTR: l007w~tl; 1007·.~grd: l0078GR0 i I, t f l f ' f ' I '', . ... co 0 ... UI OI 0 :0 i 2 G) 2 C s co m :0 0 :0 i 2 G) 2 C s co m :0 0 :0 ~ z G) z C s co m :0 0 :0 C, ~ =s -a z loo G) .... 2 ..,. C a, s [.1J m :0 ···--: •. -f -:···i--:- "·-·+-· . . ... . l .. f f .. ·.··• .. 'l • f · -i..., ' . -, ·:·: .. : I;., -J - '. _- .-·.:·.-:·r-·.·., . .. ,." l· .. · - -·\···- -·i· ··--:.-::::i·.:.-::.:.Y·: -_::[. -- ,. .... ·.r ··::·:·· ---,-- --·--, -,. -· ·: .. '. ·. _-·.1:· _-_ . NOTES !, EXISTING 10" FUEL LINE IN MEO/AN. CONTRACTOR TO PROTECT IN PLACE ., ·.," -.F·-.: -;:.·· r r -····--.-- - -r·· -... ·-··-····,-·-' -· ····! .. - . -·r- . ' .. _,, .T._ .. --r· - "f - , .. -, ·-t- -, ·-. ··- -···-· --_,.j-:~ .. -t- ., 2. THIS STORM DRAIN IS SUBJECT TO H'fDROMODIF!CATlON FLOWS AND NOT 0100:@ REFER TO SWMP 13-03. CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCA T!ON OF EXIST!NG UTll/TlES IN TH£ FIELD PRIOR TO CONSTRUCT!ON! · . EXISTING EASEMENTS [Il PIPELINE & INCIDENTALS TO O.M.WC. REC. JULY II, 1930, BK. 1796, PG. 142, DEEOS [gj ORA/NACE CHANNEL TO COUNTY OF SAN 0/ECO REC. MAR. 12, 1970, DOC. 44687, O.R. IEJ PUBLIC U!ILIT!ES & INCIDENTALS TO S.O.C.&E. REC. NOV. 20, 1910, DOC. 2/3363, O.R. .. . ---·--···r:.: __ -:_ -·~ --····,· -. ·-·+ ··-··-. . ... -· , ... ;·.·-: .. T. -r-·· . :: :::-"j._ ...... ;;:.::: .. :.1---. ·-L .... ·······r· .... ····-·,:-::.'. ~ . ,. ··-.. . ·.-:· ·-·- r •. -1.. .. ····-r-·---.,..-·-··-r _, __ ,.. l ···::-·.T-· : .... C . .::::---_.""'."" ' [.·.·.···· . -. .. ·--··--:.-: ·--··t----' , - r - .... ,. . T'·' - -__ (_ . .. r .. .. , -·---r · -----l ··· .:f. ·--·:: .... ·:-~. -.I- r··-- 467 "AS-BUILT 11 NOTE!/ 0 /~~ DESIGNED BY: N.F./K.H. DATE: FEB. 2013 DRAWN BY: T.G./G,M. SCALE: PS SHOWN ~ ,J" 1 , r (J,_ (./}-,----PROJECT MGR.: G.O. JOB NO.: 10-1307 GEO GE O □ .11~us-'{,,ll"'?---. /VOV, w, (.QI? ELECTRONIC DA TA FILES ARE FOR REFl;RENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL C O N S U LT A N T S r---------------1 P.E, 3201 EXP. L'f/.o/fB_ 2710 Loker Avenue West Civil Engineering Suite 100 Plmming Carlsbad, California 92010 Processing 750-931-7700 Su.rveying Fox: 760-931-8680 ODoyConsl)lton ts.com ENGINEER OF WORK: DATE:L/ /.n /,,o RCE:~ (NSPECTOR DATE -· . ··I ... . ··-r··-··· •. ..• -· ·------· ·-· ••• 1- T---·-····1- -::· :::. •I--••- :.:.:t··-· . ,---··-. .... , ... . -·I--•-· .. ·- •••••.• T •• . v-·~ -··. . .. -·, .......... , . !-- .[ .. ~ .. ' ·---,------- ,. .. ··-··-, '-..) :::.'.-:.i .: , -::-:;;-;j:. - .. :.·:.;:::· ' -,· .. ·-. ····-r ........ --·· ··I·· -.. ·.:··--::_r··-·· --, --··-.--·-+·- ···' ·•-·-· ... _., ·L ... r .. , ···---,-·+.~:.s'.l __ .-F···-.. .....,t: .: ....... 1-----.. ~ .Uj":.-r .. -... . '."'"',I l'?j·:.·,, .. . ~- ·-··+ ---,···-·-·· ·-.. - --r-.,.- - - r ·•···· - ---·r .. , _ .. :-.. ::.··.:::: .. ·1~ E '/S.1 .... _· .. GR4DEr@ :-f...::::.:: --·-'. ·. ····~ ...... . .:r·"f '' ' . ..... -.: =t-=:·~:, = · __ .-.::.-·· -··-··-·1····:n ~· ·-I ·· ·· ~::~ .~s:.-·· . --·-. ~·-= '-'.J ,--··- . .... ,., .. ·o;i ..... ,-,. ---'!,,;,: fi',• ·-·· -·--·-.J-.~ ··-··· -···· .. · ··· F r:ci ~-·-·---, -·---·-... (f ""'5· -· -.. F , . l· --·-i=.--·::- r-·······1 ,. . ·---T • : .. __: ____ · •--·-•• -T . ······-, 1-----.. , ....... r:s -··-· -; :.-_-.-.-.. ::_ .. :..:·.::c· : ·:.~·.:.-. -:~::F:.::- ----· .f- ·i.c. ··[ .. • -•••. 1-•• 1---!-. ··i:-.:. ·- .. ~.... -·--g'l··· . ··--·-L. .::. ---··· ,. .. -,--r ...•. •"I-',, ~-···· ., . i!!-=0fi'o:%:¼ '• ::•.:.::··· _r , ... ·-· T" 8{} ·~ -· r- --L------__;,,c.~-:··· ' .. --.... r . ····-·1-.. -. ...... , . .. ···-··--·-... :::;._ .... ~·· -r·----.• -,-. ·- --, .. -··-·-.. -·---·· -··-·-,---··-··· ........ I.-.,_ ... ·- . ; ~-.; r'il{!L'&:f ·~·~· '£[0J?M 'OR:AJ.' •.·· ,=• · ·. F . -~ ·R-.L·-·· ---...::! ·-····c -,.t"e:·f"s ~-·· ['.;;~,--· ·:I tr.··· · ........ : ·. ···:·· ~[~" : ;i'.~ .. S ~ff§lf;' ,[ ·--e=_.. FIN/$,'' · ~l·~~•·.:-.tt ~:..;f,;:r::~ f~;:· f~·ir~n ~·---...; . :LL::: 1-:RAOF": .• ;.:·.:.. • ....... "-'..... .. ;::i-' ~i-''I" .::c ,--:.,-f ,:... ,._...,..~. w' r--- --, ..... rJ. ....... .,. ... ---,-·-···T-· •. BENCHMARK DESCRIPTION: 2.5' DISC STAMPED "CLSB-105, L.S. 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIDGE Of/ER AGUA HEDIONOA CREEK, . 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.4/0 M.S.L. DATUM: NGVf!. 1929 . .. GRO.' 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T'~ ······· -. . . .... :~+,,,;. ·-. .. .. }Q ·T::=N f-0_:·: lcll"'-CD 56.67 LF 18" RCP @ 1.99% WATERTIGHT JOINTS Q,.,= 1.0 els v,.,= 0.57 fps PROFILE -STORM DRAIN CROSSING fJ STA. 463+02 SCALE: r = 40' HORIZ. AND 1'=8' VERT. CENTERLINE DA TA (NO DELTA/BEARING RADIUS LENGTH I 2 L1 = 15'24'21" N 81'53'47" E 2000.09' 537.79' 122.21' STORM DRAIN DA TA DELTA/BEARING RADIUS LENGTH REMARKS N 89'48'45" £ N 89"02'!5" W LI -01°2011011 N 87"53'47" E N 81"53'47" E N 06'22'o7" E N 04"34'1 I" E N 00'42'39" W N 02'06'13" W N 28"09'.29" £ 'WATERTIGHT JOINTS 2058.09' 2048.09' 247.02' 91.31' 153.49' 41.76' 100,21' 18.00' 56.67' 41.08' 98.58' 34.25' 18" RCP N 1350-0 !PVT)' 18" RCP N 1350-0' 48" RCP N 1350-0 ,, ,, ,, ,, ,, ,, 18" RCP N 1350-0' 48" RCP N I 350 0' 18" RCP N 1350 0 18" RCP N 1350-0' 27.00' /8" RCP N /350 0 (PRIVATE)' STORM DRAIN PLAN FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL C.D,P, 11-10 APPROVED BY:./•-J_' , 1 I JASON S. GELDERT l./---•• 'r" 6·/6•lol> ENGINEERING MllNAGER RCE 63912 EXP. 09/30/16 DATE OWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: C.T. 13-0J 477-6 ~ .. ·--~ . ·----·--· -·------i -ii--·--·1 ··-··-··-,. -----r , ' , ·, I n 0 ll ~ z c;J z C: s OJ m ll 0 ll i z Ci) z C $ OJ m JJ 0 ll i z c;J z C s OJ m JJ 0 ll Cl ~ ... :e - U) c:, z a ,. c;J U) .... z OI ';'I C: OI $ OJ m lJ F-+ . -l--• --- --!'· -T ··t - --F,,,f - -I-. ~,-·_:_:~:- --1------- :.i-,.: ::--: .... -r +- ---.- ' ~:~~r--~:::. -:--·--·----- .. - t -- --T- ::-·--1----- r==l==r ,_ -- ' - ; ::·.::.~.-r . __ ',D --- -T --T ·-Ji.-•.: -, CAUllON !! --------, -t--I--:-""T ._;:- ~ .,:::1--- --f'.·:··--F- . -:: ... CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UllL/llES IN THE FIELD PRIOR TO CONSTRUCTION! NOT£ II ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ' ··-··· -~ ---- r·-·-I --1---- ---"T .. --, --··+ ... , ... ---r --I··· .• ··,-· ·-·-- r --~-: .. ::t=,:.:.; 1---·-·· -···-:; .. -----I +-------· -r ·--' . - ' ,- +-· ' ,---· .. , .. -------r··- ::+ ____ --- ' --... :-r_: .. ::- ---, .. :: ... r-:: __ -___ --- ,--- ·,--·-· •. 1·-······- ~ .. ··,·-.. .. ,. .. . +-· ' • ··J--- + ··+ . -··i···-··· -"T ---,--- r-. -_· ·r··- -·-------------·- 1 -r --r-,- -.. -- . -·r· ' ' -+--·-"·----,----· r --• ••••· ··1----- --r -. -------- •--•rec• --.. t -t ···-····- . -,----·· -···;- ' .... , ..... - ' I . :.-:. l •••T·• 474 472 411 0 /~~ DESIGNED BY: N.F./K.H. DATE: FEB. 2013 . ---, DRAWN BY: T.G./G.M. SCALE: K3 SHOWN L , _ PROJECT MGR.: _G=·=O. __ JOB NO.: 10-1307 G~UJ~1Y C O N S U L TA N T~S~-1------------------1 P.E. 3201~ ENGINEER OF WORK: ' -~ -,-----.. -1 -+--. --{-···--------,----:f-... --~ - --·f· l · r·--t···- ··· :1---+ -- ::·---r;:-_:_~_--:-. . . .. ···--• -.J•• I -l_•• "AS-BUILT" /'Y'.o~. EXP,-~_µ8- ., ... . _., .. . --~--, ..... -·,--- --T" -. ·-, . ::~·. : --:_ -·-···,----. r r 470 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 ODayConsultan ts.com Civil Engineering Planning Processing Surveying DATE: y/z1/;~ RCE:'3zo1'1 z_ED_ BY: Jiti , -INSPECTOR V .,----- -, -·,-- 469 -y-··- ,- --~ ,-·-···- -> r . ·····--l---•.. it tt.-icli, jJi{c_ -~-- ... ";-~--t--"·-------. .. --. ,- ~- T ---··r··- I---·--· . ......... T ····--r. --,--·-. 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A SEARCH OF EXIST. 13• STORM DRAIN HAS BEEN CONDUCTED ANO NOTHING FOUND. IF CONTRACTOR LOCATES EXIST. STORM DRAIN DURING CONSTRUCllON, HE SHALL CONTACT ENGINEER TO EVALUATE US£ OF EXIST. LINE IN LIEU OF (@ . 2. REMOvE PORTION OF EXIST. ABANDONED 20" WATER AS REQUIRED. •.. ·······t--. -· ------ ---····-,-··---·· --·-·,-- -.-.: .. ::···- _.,. ----,--------:::•·--··- - 1 -· ___ ... , ... . -r--· - . ---·-···, .. -·-,----.. -··r-.-.-. ---···+· --·--r:_-.: ··-··r -•--!-.• -.. -~~~----- ······.,- .... --·····r-·· -·-···-----,---.. ,. CENTERLINE DA TA NO DELTA/BEARING RADIUS LENGTH I N 87'53'57• E 639.66' STORM DRAIN DATA RADIUS LENGTH /00.00' 22.40' 26.17' 178.00' 381.00' 72.66' 7.93' 86.50' 25.00' 51. 16' REMARKS /8" RCP ~ 1350 0' • " 48" RCP ~ 1350 D " " 48" RCP ~ I 350 0' I 8" RCP ~ 1350-0 24" RCP ~ /350 D /8" RCP ~ 1350-0 (PRIVATE) t8• RCP ~ 1350 0' EX/SllNC EASEMENTS [i] ORA/NACE CHANNEL TO COUNTY OF SAN DIEGO REC. MAR. 12, 1970, OOC. 44687, D.R. ~ MEMORANDUM OF MANAGEMENT ANO FUND/NC AGREEMENT REC. OEC. 21, 2007, OOC. 2007-0786/69, D.R. EXCAVATING IN THE VICINITY OF HIGH PRESSURE GAS & FUEL LINES. CONTRACTOR TO COORDINATE Jr/TH JOROAN NE_UNER FROM KINDER MORGAN AT (310) 628-1350 AT LEAST TWO l'tcEKS PRIOR TO COMMENCEMENT OF WORK NEAR FUEL LINES GRADING AND DEMOL/llON PLAN -SEE SHEET No. 11 SURFACE IMPROVEMENT PLAN, REC. WATER PLAN -- SEE SHEET No. 29 MEDIAN PLAN -SEE SHEET No. 38 BENCHMARK DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: 2.5• DISC STAMPED "CLSB-/05, l.S. 6215" IN NORTHEAST CORNER OF CANNON RD. BRIDGE O'tER AGUA HEDIONDA CREEK, 120 FEET SOUTHIYEST OF El CAMINO REAL R.O.S. NO. 17271 (PT. NO. 105) 45._410 M.S.l. DATUM: NGVD 1929 /1\ DATE INlllAL DATE INITIAL DATE , INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G:\101307\IQ07Wl20.d"~ Apr 2.1, 2015 9:13<Jm X(~/$· 1007'til: 1007'/iiLY: 1007WPR0', 100/ATP0I: 1007AIJTL7: 1007WMAP: 1007AMAP: 1007AN: 1007\'/SIR: 1007W\JfL; 10071'/GRD: 10076GRD: T0078UTL --1,-~----------------- C.D.P. 11-10 APPROVED BY: / / '/ ' JASON S. GELDERT ,~/AA,,v., ' •Ji'" {,,Jl,•Z,0/S E:::-N:::Gc:-IN:=E:::ER::-1 N"'G::--:-Mcc-iP<l'<.:AG:::E:::R=":'R':'C""E 63912 EXP. 09 /30 I 1 6 DA TE DWN BY: ~~-PROJECT NO. DRAWING NO. CHKD BY: ..\\,f:: C. T. !J OJ 477 6 RVWD BY: .IL? , , -- ------------ ------- ' □ :0 ~ 2 G'l 2 C $ Ill m :0 - □ :0 i 2 G'l 2 C ~ Ill m :0 □ 0 I II) I -0 2 0 c:, G'l ... .i,. 2 U) .... C .... a, ' $ a, Ill m :0 ' t I L -······-·, --· .. . ·--r··· ,... •• • -,• """' T -T-. -------.... ,-----.. -· ..... ,.. . ·-··--·--. ... ,. .. .... r··-···· ...... ; .. ---.. , --·--+---1,. --· -' ---,,-+ -, ..... ,. ... 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Ji We= ..... ,., .. _ 'iP RT!CHr',!01, TS , ... ,- ' . ,--RelqfJ JO% · lfRl/Gllf'.J(J/Nl ' ... ,,_: --.............. . . -. ... . -'•. ··-· . -·-· ,-.,:··· ,·.f•·-·-··--· ·+ -· Q,., :• lZJtp·1:_(~ ······-,·-·----,·-··--,----• wl • r -. -·. ! -··. . .. . ... ···r ... ·····-· . ·1· -:::::r, ... ~ .... -' .... ······-·,-· ····----··· -·---·--·,---- -,-•-r····· .. ·····-·· . ,-······-·· ·- --, ·-·· .. ;... ·--· .... ,..... ... ··1-····-·- ... --·.-r:··.::--·:l .. ... . ...... -.. ····· ''"T" ... + . ;·: .. T ... _-·-::+ :· ~: _ ..... ---···.:t . .... ' .. . ' .. ·-' -··-····---.. ·---:~···---. -·. r ·-·::r-• CAUTION!! CONTRACTOR TO VERIFY TH£ EXACT LOCATION Of EXISTING UTIL/T/£S IN TH£ FIELD PRIOR TO CONSTRUCT/ON! NOTE ff ··-+-· .... -- ELECTRONIC DA TA ALES AR£ FOR R£f£R£NC£ ONLY AND AR£ NOT TO B£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ,_ ... . ... ...... t ..... ,···-.. i··· ....... I . -·-~-:.~: .. ')\< .. ~ .r---:--··-,--..... -. '"" .. ··+--· r ~ -· f 480 o' 1 o· •--== 20' 40' ·····-· -· :_ ··T· SCALE: 1" = 40' I" .... ., ·-.. -F __ ... ,.1 ..••• :~, ·-.:- ·-i:-·1 ·-·-·······-·. ·-·-· -···-···· ····.'..'.:"f:-::--·----7. r:.:: ... ·r· -·-· ----·f-· ·----···· --,--- :..1 · ·.:··:·-·.:· .. ·:: f~ .. ~· . ..: _- -·.. -·+-- ······r· ·---,-· -·, -,······--.. ·--__ -····+·-· ... F . -·:i: .... - 16 SEE PROFILE SHEET 24 80' .. •• & • r --·-·· --.-L·.~ :!::-·· -~ --"l~q._, ... .-:.:.~:-··· --·-·-·-· . -·, . .,,,,,,. .. .. -·-·· -··-..... -· -·· ~::-:; '.:: .. t. ·.··-. :::··::::r·:·.:·:.: :·--·-· -.. ·-·-·.t-:·-:::..:--··-· ·::·· . . :: ... : ...... -'.F-'·-·---...... --·-·- ...... ····-r ·-·-·r· ·-·--:r: .... ·-r--. ; · -·.·. ·wlri@'l'lft -···· ~~e1.ttrl'J~1it1Nti.fes1J. ·. ' •.cc· · SC. lf; H, 'Rllr•,,, l"Ji. 4 ' -.. . · ..... · ·,.,- -· ,. • ·--·-• f ...• • ···-r • · · · ...... ,ts 12r=-1 ,rQ . _ 476 PLAN -EL CAMINO REAL SCALE· I' = 40' "AS-BUILT" 0 /~~ DESfGNED BY: N.FJK.H. DATE: FEB. 2013 DRAWN BY: T.G./G.M. SCALE: PS SHOWN J... _, /J , /. I -e-~'ld----(.L_i2--~~-PROJECT MGR,: G.O. JOB NO.: 10-1307 GEORGE Q D!W ~i · C O N S U L T A N T S 1----------------1 P.E. 32014 EXP._d,µ,?f.lB-- A/Ot./. ,. l.011 • DATE 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 QDoyConsul ton ts.com Civil E:ngineering Plonn.ing Pro4essing Surveying ENGINEER OF WORK: /7.,_ • I ( 0 1/),,,_,, ~O'DAY I DATE: ~PS°' RCE: 3'014 1:;?J' ~~ INSPECTOR ..l/J z,I-L/2 ~8 _ DATE "'---- Q,,,,.t:: •r,lli:~f;; . . . ·-----·-.--· 10l-... 'f:"::::-. ., . . r··- ···t· . . ·•·····•··· ::: ... :: .. r;-.:: .. :·· -- 475 414 CAUTION! EXCAVATING IN THE VICINITY OF HIGH PRESSURE GAS & FUEL LINES. CONTRACTOR TO COORDINATE WITH JORDAN NEUNER FROM KINDER MORGAN AT (310) 628-7350 AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF WORK NEAR FUEL LINES BENCHMARK DESCRIPTION: 2,5" DISC STAMPED "CLSB-105. LS. 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BR/OGE OvcR AGUA HEDIONOA CREEK, . 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.0.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: NGVD /929 - ··,----· -.,-.. .::· ·-·'¾.'. . ·1 . -• ···---······· .... , ...... ' ' .. ,·-· -.• -•.. ·-+··· ········--~ =i. ·····-. ln -o,•n·-,,,o.• n~ -CJ Lµ;,C:::::-.1~... •· .;;t,t'f. .. .. ·-...•.. ·-IF-··-···-·-·-.. -···· .{E.((fY5,IF, WA b}t~tc~~€ . . ~·-. -· ,.--.. r-• .6.~f/!i. -· -,--· . ., . - ---··-· --··:S.·-f(J(J ·t· ·--····-· ··-, ·~- .. r'Rl f"/l&~-.;,,~sttlf!:!ttff)ftAfflJ~fl?Rlf/ifTI'-1-.. ,. CROSSING fJ STA. 418+89.1 >? SCAL£: HORIZ. ~ I"= 40' V£RT. ~ l" = 8' MOD TtPE '8' C.I. PIPE DA TA REMARKS 14 STA. 413+14.81 @ 53' RT. ~ MOO. TYPE 'B' C.!. FL /0" IN = 54.52 FL 10" OUT = 54,27 /5 STA, 414+29.85 @ 53' RT. ~ MOO. TYPE '8' C./. FL 10" IN = 53.52 fl /0" OUT = 53.28 EXIST/NC EASEMENTS [j] ORA/NA C[ CHANNEL TO COUNTY Of SAN 0/[CO REC. MAR. 12. /910, OOC. 44681. O.R. ~ MEMORANDUM OF MANAGEMENT ANO FUNDING AGREEMENT REC. DEC. 21, 2007, OOC. 2007-0786169, O.R. NOTES.- I. A SEARCH OF EXIST 24" STORM DRAIN HAS BEEN CONDUCTED ANO NOTHING FOUND. IF CONTRACTOR LOCATES EXIST STORM DRAIN OUR/NG CONSTRUCTION, HE SHALL CONTACT ENGINEER TO EVALUATE USE OF EXIST LINE IN LIEU Of CJ]) 2 REMOVE 250 LF± EXIST 24" ACP EFFLUENT LINE FOR STORM DRAIN CONSTRUCT/ON. NO cumNG OF ACP PERMITTED. CONTRACTOR TO REMOVE PER CMl'll) STANDARDS ANO DISPOSE OF PROPERLY. J. INSTALL 25' x J.J' (W x L) RIP-RAP PER MOO. 0-40, ROCK CLASS=No, 2 BACKING I.I' THICK: RL TER BLANKET= f' AGGREGA T£ 12" THICK. TYPE 2, 4. INSTALL 5' X 5' (W x L) RIP-RAP PER MOO. 0-40, ROCK CLASS=No. 2 BACKING I.I' THICK.· TYPE 2, RLTER BLANKET= f' AGGREGAT£ 12" THICK. 5. THESE STORM ORA/NS ARE SUBJECT TO H)VROMOOIRCA T!ON FLOWS AND NOT QIOO.· ®®®® REFER TO SWMP 13-03. . ---., ... - BffflG!lt: , ... f~ ~a '1,11lJ.iI!i'- 'ROSSJNG!l.Ers1A;04}'_4=c/--'Z/1.-; =, " -·-r - CENTERLINE DA TA (NO) DELTA/BEARING RADIUS LENGTH I L1 = 21°08'20" 1600.07' 590.34' STORM DRAIN DA TA (@) DELTA/BEARING RADIUS LENGTH l LI= 03°58'45" 1552.07' 107.79' 2 LI = 08°39'09" I 552. 07' 234,39' 3 ' -,. ,-: ','._, ·, --·._,' 4 i,--: _..:::-~.:.'\'·.-,.-·· > • 'i/,:;-._,.• .--· .... , 6 L1 = 0J025i'(q1• IS-52 .o1' /OS:S,7 7 N Ol'S2'32" E 3.11' 8 N Ol'S2'32" E I 1.94' 9 N 85'50's2" W 40.56' /0 N /0'37'!4" E 49.33' It N 16'59'50" E l'f.32' 14 N 01'16'st" W --12.43' 15 N 00'53'!7" W 12. 13' 16 N 69'33's8" W 46.27' • WATER-TIGHT JOINTS REMARKS 48" RCP ~ 1350-0* " " 48" RCP ~ I 350-0' " " 18" RCP ~ /350 0' 18" RCP ~ 1350 0 (PR/VAT£' /8" RCP ~ 1350 D /8" RCP ~ 1350 O* 18" RCP ~ 1350 D (PR/VAT£!' 10" PVC~ OR/8 @ 2%" (PRIVATE 10" PVC~ OR/8 @ 2%" (PRIVATE 18" RCP ~ 1350 0 " WATER-TIGHT JOINTS & 8' LENGTHS BEVELED AT ONE ENO, ,,, S£E 'Moo TYPE '8' C.I. PIPE DATA' TABLE AT LEFT FOR FLOWL/NE INFO, FOR INLET DETAILS SE£ MEDIAN & SURFACE IMPROVEMENT PlAN. STORM DRAIN BOX DA TA* REMARKS I STA. 476+71,8I @ 2.84' LT. ~ TYPE 'G-1' C.B. TG = 53./3 TC= 53.22 OR/FIG£= 0.9''a FL 6" IN = 49.30 FL 18" OUT= 48.30 2 STA. 474+70.81 @ 10.07' RT. ~ TYPE 'G-1' C.8. TG = 54.13 TC= 54.40 ORIFICE = 2''a FL 6" IN = 50.30 FL 18" OUT = 49,20 ... 3 STA. 419+52.79 @ 0.79' LT. ~ TYPE 'G-1' C.B. re = 50-23 TC = 50.65 ORIFICE = I "u fl 6" IN = 46.40 FL 18" OUT = 44,85 • INSTALL SCREW-ON ENO CAP OVER 6" PERFORATED FL WITH DIA. AS NOTED. SEE DETAIL SHEET 6. GRADING AND DEMOLITION PLAN -S££ SHEET No, 12 SURFACE IMPROVEMENT PLAN, REC. WAlcR PLAN - SE£ SHEET No. 30 MEDIAN PLAN -SE£ SHEET No. 39 t--t--t------------+----+------t---1---l I SH2EE1T I CITY OF CARLSBAD I SH9EE6TS I ~==-==E:::N::::G::::IN::::E:::E::::Rl::::N::::G=D:::E::::P:::AR::::T::::M:;:E::::N=T ==::::'....:==~ .?/Jo//(. a ,JV. 12\REALIGN ST(J~/.1 OR.AJA/ ' DA tE llNfTIAL rnrnNEER OF WORK G:\10130./\tGD7W!2t Cw9 Apr 22. 2015 7:3lom REVISION DESCRIPTION DATE INfTIAL OTHER APPROVAL Xreio. 1007WI; IC07'1,lLY; 1007WPRO: IQQ7AWQI: IQQ7AVTl_7; 1007WIJAP; t007AMAP: 100'JAtJ; 1C07WSIR; 1007,iutl: 1G07WGRD; 100'JBCRD: lCO!EllJfL DATE INITIAL CITY APPROVAL STORM DRAIN PLAN FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COST£RA) EL CAMINO REAL C.O.P. ll-10 APPROVED BY: lj J /1 I.JJJ. JASON S. GELDERT 1-1~.,-lldt/V 6·/t•lpJ!, ENGINEERING M1,KAGER RCE63912 EXP.09/30/16 DATE OWN BY: CHKD BY: -1\A--- RVWD BY: ,)vfl-. PROJECT NO . C.T. !J-03 DRAWING NO. 477-6 . 'J ;c, I - ' ,i{ll I ' ' r :~ l ' ~ ~ ' ·., ' ~. "' I ' ' N ... 0 ... CD en 0 :CJ p ~ 2 Gl 2 C s:: OJ m :CJ 0 :CJ p ~ 2 (i) 2 C s:: co m :CJ 0 JJ p ~ 2 (i) 2 C $ OJ m :CJ 0 :CJ CJ ~ ~ -C) 2 ,ll,, Gl 2 .... .... C • ~ en co m :CJ ' ~i:~,- Jt ' l STORM DRAIN DA TA STORM DRAIN DATA, CONTINUED a DELTA BEARING I N 29'08'40" [ 2 LI = 04'24'04" 3 LI = 03'30'14" 4A N 07'5/ '36" [ it.~~ttjRA~DtlUtS±=i~ft::::IJ,~iJz~Sii;~::j~ ~ ,~ ~l~D~E~L:;:;TIA~l~BiEAiR~INfGf~RA~D~IU[Sf~LEiN~G~TtHf~~~~iRfEIM~AfR~K~S~il~f~~~~ 21 N 02'00'17" [ 50.70' 36" RCP ~ 1350-0' 1552.07' 22 N 05'33'44" £ 28./5' 24" RCP ~ 1350-0' !552.07' o I i, IJ LENGTH REMARKS 49.39' I 8" RCP ~ 1350-0' 119.02' 48" RCP ~ 1350-0' 94.91' 48" RCP ~ I 350-0' 101.53' 42" RCP ~ 1350-0• 24 N 35"21'36" £ 11.34' " n 48 N 01'5/'36" [ 109.9!1' 42" RCP ~ 1350-0' , " " 5 N 62'!9'58" W 98.46' 18" RCP ~ 1350-0' 26 N 04"42'39" £ 32.39' 36" RCP ~ I 350-0' 6 N 71'28'/5"W 29.71' 18" RCP ~ 1350-0 21 N 24'05'04" [ --14. 09' 12"PVC ~ OR/8 <I 2%'" 1 LI = 04'15'00" 1514.01' I 16.16' 18" RCP ~ 1350-0' 28 N 28'09'58" £ --12. 10' " " 8 Ll = 04°25'561' 1574.01' 121.11· " " 29 N 35"08'57" £ --12.33' /2"PVC ~ OR/8 <I !%'" 9 N 40'55'24" [ 10 N 64'26'16" W II N 49'04'36" W 18.83' ,. n 31.74' " " 30.76' " n g~~l~~=~:::--=--=-=-== -~1--j... -_ !..!J "'7,_, "'7J._ ~~1--j...-_ -_ -_ -_ -_ -_ -__ _:. -._ -_ -_ -___ -~ ____________ -1J f-.1 ~~Jot⇒=]N~s,4e~-o~2g'J2~·~w~=~~~~~=~=~t9~.1g1~· to=o=uR:=Z£==8J'x4~'~R~CBt~P£.~Rleot-~7.~7="==!M=:Z£:=T=J r JI N l3'02'32" W 28.37' CONCRETE APRON --32 N 16'51'28" £ --49.87' CONCR[T£ APRON n " ' '' ' MOD TrPE '8' C./. PIPE DA TA a REMARKS 21 STA. 48()+80 <I 53' RT. ~ MOO. TYPE '8-1' C,/. FL 12" IN = 46.12 FL 12" OUT = 46.44 28 STA. 482+15 0 53' RT. ~ MOO. TYP[ '8-1' C.l FL 12" IN = 44.87 Fl 12" OUT= 44.63 29 STA. 484+00.15 f} 53' RT. ~ MOO, TYPE '8-1' C.I. FL 12" IN= 44.88 FL 12" OUT= 44.63 STORM DRAIN BOX DATA' ~a: .· REMARKS EXISTING EASEMENTS []J PUBLIC UTILITIES&: INCIDENTALS TO SD.G.&:E. REC. JI/NE I, /95J, BK. 4874, PG /48, O.R. [II PIPELINE & INCIDENTALS TO C.M. W.D. REC. JI/NE 16, 1961, OOC. 96185, 0.R. 12 N 29'06'29" [ 19.80' 33 LI= 01'28'59" 1552.07' 40./8' 48" RCP ~ 1350-0' 13 N 69'33'58" W 91.65' 18" RCP ~ 1350-0 34 LI =112'50'01" 6.00' 11.82' SINGLE RCB CULV[RT W/ FLAT BOTTOM 1 STA 480+92.44 0 3. 67' LT. TYPE 'G-1' C.B. TO = 48.93 TC = 49.39 [ill PUBLIC UTILITIES&: INCIDENTALS TO SO.G.&:£ REC. JUN£ 16, 1966, DOC. 98887, O.R. [j1] DRAINAGE CHANNEL TO COUNTY OF SAN DIEGO ' 15 N 02'37'18" W 23.52' 36" RCP ~ 1350-0' PER SORSO 0-76. H=3.5' W=6.0' SINGLE RCB CULV[RT W/ FLAT BOTTOM 35 N 01'51 '36 £ 7.10' ORIFICE,= f",, FL 6" IN = 45. 10 FL 18" OUT = 43.83 e,'..';4 ~+()().lJ{ (J 96.72' ll+, r.w t'1 G',B. A!()I},. J.¥S/Df OAU€A'S.W.I REC. MAR. 12, /910, DOC. 44681, O.R. , 16 N 21'/9'59" [ 11 N 49'04'36" W 18 N 29'00'55" £ 22.66' 18" RCP ~ 1350-0' PR/VAT[ 13.60' I 8" RCP ~ I 350-0' 6.52' • " ~i~=~:::;~1~~t~t~t~~:::=======t=1ii~j==~~=1_t".:~~~~j~~t~f~~~=j , , WATER-TIGHT JOINTS • i PER SORSO 0-76. H=3.5' W=6.0' t---,,----ir-':',--=~=ci"'="'"c-l-~~-=-+-='-c-f----~-------1 ,,,, Sf£ 'AIOO TYPE '8' C.I. PIP£ DATA' TABLE LEFT FOR FLOWLIN[ INFO, X 4 ,'C(} f1 .I" s: RIM 5-1 u: hi fl !8" Q.l.lT -~86 STA 482+26,81 (J 11.25' RT. TYPE 'G-1' C.8. TO = 45.43 TC = 46,81 ORIFICE= /"11 FL 6" IN = 4/,60 FL /8" OUT= 40.66 ~ MEMORANDUM OF MANAGEMENT AND FUNDING ACR££M£NT REC. OEC. 21, 2007, DOC. 2007-0786169, O.R. 19 N 01'51 '36" £ 20 N 01'51 '36" £ 33.26' DOUBLE 8' x 4' RCB PER 0-11 23.96' " " t~tjt=~J~1L~['.~[j=::::::::::::=:t=1!~tj==~~~~~~~~~=~~~~~~~~~=j . FOR INLET O[TAILS SE£ MEO/AN &-SURFAC£</AIPROV£Al[NT PLANS. /8 "R, C.P ~ /3SO -[)* 3G tV5Z0 Z6 'Sl"E 3 7 A'i'f'551/6'' 38 tV37"3f''IO"f.AI 31,35' /3.62' S8.'!Z' 5 STA 484+36.40 0 71,$9'RT. TYPE '0-1' C.8. TO = 45.43 TC = 46.9/ ORIFICE = 2",, FL 6" IN = 41.6'!> FL /8" OUT= 4/,,;o • INSTALL SCREW-ON [NO CAP OVER 6" PERFORAT[O FL WITH OIA. AS NOTED SE£ DETAIL SHEU 6 ~ PUBLIC UTILITIES &: INCIDENTALS TO SD. G.&:E. REC. JUN£ I, 1953, OOC. 74512, O.R. CAIJllQJ( !! CONTRACTOR TO VERIFY THE EXACT, LOCAT!ON OF EXIST!NG UllllllES IN ! THE FIELD PRIOR TO CONSTRUCT!ON!, i NOTE II l ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERT!CAL SURVEY CONTROL. I ! ©2016 0 Day Consultants, Inc. ' . '?\'.QfESS/~ 4Y' '(j,~GE Oo_,, '( ~ ,!g I" t, "' -i3 NO. 32014 /!i \i EXP. 12/31/16 !:} * * ~,.,_ CIVI~ ..,,_~'<' . ~ Or CAI.I~'"" -2710 Loker Avenue West Suite 100 Carlsbod, Colifornio 92010 760-931-7700 FClx: 760-931-8680 ODo yCon sul ton ts. C<lm so· - (iivil Engineering Flonning Processing Surveying " ,, ,, ,, DESIGNED BY: N.F./K.H. DATE: FEB. 2013 "AS-BUILT" PROJECT MGR.: G.0. JOB NO.: 10-1307 ""1, DRAWN BY: T.G./G.M. SCALE: K5 SHOWN ".c.L,L2~!.:::?.~=--- f--------------1 , EXPtft,/;{,,,/11! 1REV WEO £7'. ENGINEER OF WORK: DATE: J, ~¼: ✓ RCE: 32 14 NSPECTOR ,, , t,/01/, I.,. 2 o t 2 DATE olTE ~ PUBLIC UTILITIES&: INCIDENTALS TO SO.G.&:£ REC. OCT. 1, 1967, F /N 152395, O.R. ·BENCHMARK DESCRIPTION: LOCATION: RECORD FROM: , ELEVATION: 2.5" DISC STAMPED 'ct.58-105. LS 6215' ' ' IN NORTHEAST CORNER OF CANNON RO. BR/OCE OVER ACUA H£0/DNDA CREEK, 120 FEET SOUT/ilff:ST OF £1. CAAi/NO REAL R.O.S NO. 17271 (PT. NO. 105) 45.410 Al.SL DA TUM: NGVO 1929 •CONTRACTOR TO VERIFY EXACT LOCATION OF UTILITIES, /',1-/ETHER SHOWN OR NOT SHOWN ON THESE PLANS PRIOR TO COMMENCING CONSTRUCTION. ENGINEER SHALL BE NOT/RED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. VER/RCA T!ON TO BE BY MIN/MALLY-INVASIVE TECHNIQUES, PRIOR TO ANY EXCAVATION IN El CAMINO REAL, TO ALLOW FOR ANY NECESSARY REDESIGN BY THE ENGINEER OF WORK BEFORE DISRUPTION OF TRAfflC. GRADING PLAN -SEE SHEET NfJ. 13 STORM DRAIN PROFILES -SEE SHEET NfJ. 2,f. SURFACE IMPRO'(EMENT PLAN, REC. WATER PLAN -SEE SHEET NfJ. 31 MEDIAN PLAN -SEE SHEET NfJ. ,f.O San Diego Gas & Electric Company Reviewed By~ Date LJ./5/J(p Colleen Fino Land Management Representative Valid for 18 months from date of signature o' s' 10 40' SCALE: 1" ~ 20' l----+----+-----------1---!---~l---+---I I SH2E2ET I CITY OF CARISBAD I SH9EE6TS I ::=:::::::::::::-'==:':EN:::G::IN::E::E:::R:::IN:::G::::D:::E:::P::::A::::RTM::::::::E::::N:::T==:::::'...':::::::::::== STORM DRAIN PLAN FOR: s,30 REPLACES SHEET ORIGINALLY S/CN£0 6/16/2015 REALIGN STORM DRAIN DA TE INITIAL DATc INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ... G:\101J07\1007Wl22.d·~g Mor 2S, 2016 10:~4<1m Xrer,: 100711'I; 100/Aff'<ll; 1007AUfL/; 1007\\'MAP: 1007AMAP; !()07AN; 1007·~wu; 1CO/\\'GRO; 100/1'/S"IR; 100/CSllE, 1□07UGiW; 100/llMAP ROBERTSON RANCH WEST VILLAGE DWN BY: -=c-'- CHKD BY: CP RVWD BY: l<C, (RANCHO COSTERA) EL CAAi/NO REAL PROJECT NO. C.T. 13-0J C.O.P. 11-10 .DRAWING NO. 477-6 ,' : ! I ,I ' ' 1 •! 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[-· .. ,··-·--····-· ·-·- -·-·· ., ,. .. .,_ .. _ .•. --{ ··::· r:.. .. _ " . ·-··r· ·····•·• ·-··· ,--·-····_ j .... • .r .. ~.:-·· j.:.::.'.· ::: .. :-l: .:.:::I··· .•.. r:::: . .-·· ·-· . . ·-·-, , . rJRflfllB: :r iORMf''l iR, t: - ··•· ::~CROSSING: @/i li ', ftf.89+;• 'P.01'+-, - ····-··· -I••·--+··-[.~--;_ .~ ... >:·::. '.. ·~·· J;.~;£ ' ·---1-----•I• .. --. .. -··-·----·-··,· .. r··-····- . -. _ .. ::.~·::+-·.::·.: -·-· . .. ,:· ... =t.·::: -. -R ~ "/"~k:-~·lL .1 ... --•...• -·-·· . -··· . -1--. . .. :-·; :·:· : .:::.--·: -·· . .: .. t :····-... ::l· - .L --· .. . .. . T ·-·-.. . '·: ··-·· .... __ r ....•. =.: .. :: : .. -·.'. : ···:::t · .. : . . _-·_--·· --==r== i ·.:.::,._, i;::.:· ... ~· :.... 1. ....... ,. J::.: ..... . ::!'. .:.: -. ....... ). .......... r:.--·-!___ . ·:.:· -... ·-.. ··.-·;t--: :r-· . ~· . ·······~ ·-·· . .. -······ - --. :_._-_ "'···· . - if' I CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL r .... ·-I .• ·I-··::::"(::-. 490 ......... . f . ·-:::.:: . ..:1 .. :: . ·--[···· _. _, ·-·-····1··-·-•. 489 488 487 SCAL£· /" = 40' " ···:.···· ·:t :----:=· ---r.-· _._ --=--~··-· .... .-.-i :·.-: >.-:.:··= ·:---··l-=----:--:;--~J · o' 10· 40' 20· 80' SCALE• 1" 40' EXISTING EASEMENTS []J PUBLIC UTILITIES & INCIDENTALS TO S.D.C.&E. REC. JUI/[ I, /953, BK. 4874, PC 148, O.R, [I] PIPELINE & INCIDENTALS TO C.M. W.D. REC. JUNE 16, 1961, DOC. 96/85, O.R. [IT] PUBLIC UTILITIES & INCIDENTALS TO S.D.C.&E. REC. JUNE /6, 1966, DOC. 98887, O.R. · i1l] ORA/NACE CHANNEL TO COUNTY OF SAN D/ECO REC. MAR, IZ 1910, DOC. 44687, O.R. ~ MEMORANDUM OF MANACEM[IIT AND FU/ID/1/C AGREEMENT REC. DEC. 21, 2007, DOC. 2007-0786169, O.R. @fil PUBLIC UTILITIES & INCIDENTALS TO S.D.C.&E. REC. JUNE I, 1953, OOC. 745/Z O.R. [lij'j PUBLIC UTILITIES & INCIDENTALS TO S.O.C.&E. REC. OCT, 7, 1967, F /N 152395, 0.R. "AS-BUILT" 0 /~ DESIGNED BY: N.F./K.H. DATE: FEB. 2013 CON':1~4-T-S--.r~-~_o_:_c_:_:_G_:_}_./_~_i_· __ ~_~_:L_:_=o_/_s_1i_~_~_~_7~~~r{~~-~-',~""f~,~?L-~-?-u~ -/1,IQ v, f.1 /'.,Q/'J_ DATE 2710 Loker Avenue West Clvil Engineering Suite 100 Planning Carlsbad, Collfornio 92010 Processing 760-931-7700 Surveying Fox: 760-931-8680 ODoyConsultonts.com ENGINEER OF WORK: .,L.,/2Jk,.~""-'V•>=-1...tL-. ~ ~ GEORGE f'IIDAY ti DATE: ¥/2z('.I• RCE: ' 3 014 ~OBY: _ irl a. NSPECTOR l'·11i--, ·~ --·-,--------;--;-,------;-:7Jj ·,--T ~l19 DA~ :t ·:·· :::: ... .. . .. . ::.:·-r ·I····-: ·:.:._. ..... [ ... :: : : .. ·-:_I ••·.-:T: ·:f . f .:.·.~:~:::: _-:=-.-·· :.,:::_ .=:r.:. . -1 .... ----~--_·-- PLAN OFF -STREET STORM DRAIN SCAL£· I' = 40' BENCHMARK DESCRIPTION• LOCATION, 2.5' DISC STAMPED "CLSB-105, LS. 6215" IN NORTHEAST CORNER OF CANNON RO. BR/DCE OVER AGUA HED!ONDA CREEK, 120 FEET SOUTH/YEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L DATUM: NGVD 1929 DATE INITIAL ENGINEER OF WORK G \IIJ1307\1007\'1123d~,J Apr 21, 20\S 5:0Gpm .. .l:·:· .. :::.. .1 .... \ ··-··· . ., -., .... ·-. . . : .. ::···. --·· .·_'. •••. 1... . ~··--· ,. ·,.-. .-•.-• CENTERLINE DATA ,NO, DELTA/BEARING RADIUS LENGTH I II 49'04'36' W 6 = 21'53'l6" 42256' 2 1600.07' 611,25' 3 II 49'04'J6" W 88.75' NOTES: !. INSTALL MOO, 0-75 DITCH TYPE 7)' DIAMETER = 5' (TYP.) UNLESS OTHERWISE NOTED. SEE DETAIL SHEET 5. 2, REMO'([ PORl/ON OF EXIST. ABANDONED 8' VCP AS REQUIRED 3. INSTALL 5' X 5' RIP-RAP PER MOO. SORSO 0-40, TYPE 2, ROCK CLASS=NO. 2 BACKING, !, !' THICK; FILTER BLANKET=l/4" AGGREGATE, 12" THICK. SEE MEDIAN PLANS FOR CURB INLET DETAILS. 4. REMO'([ POR. OF ABANDONED 12'' ACP EFFLUENT LINE FOR STORM DRAIN CONSTRUCl/ON. NO CUTl/NG OF ACP PERMITTED. CONTRACTOR TO REMO'([ PER CMIW STANDARDS ANO DISPOSE OF PROPERLY. 5. DRAINAGE EASEMENT PER FINAL MAP, CT !J-03. 6. THESE STORM DRAINS ARE SUBJECT TO HYOROMOOIFICATION FLOWS ANO NOT Qt 00. REFER TO SWAIP 1 J-03. 7. INSTALL U-TYPE HEADWALL PER 0-J5A & 8. USE SPECIF/CA T/ONS FOR 72" PIPE BUT MODIFY HEIGHT OF HEADWALL TO MATCH ADJACENT C-9 WALL, /.£ TW=50.0. SKEW ANGLE RELAT/'(£ TO 36" PIPE= 111' (SEE PLAN) DATE INITIAL DATE STORM DRAIN DA TA ,NQ, DELTA/BEARING RADIUS LENGTH REMARKS I II 49'04'36" W 2 II 49'04'36" W /21.40' 69.77' 18" RCP ~ /350-0' /8" RCP ~ 1350-0 3 LI = 01 °03'53" 993,00' 4 II 48'00'43" W 5 II 48'00 '43'' W 6 II !0'04'19" W 1 II 41'59'!7" E 8 II 42'02'47" E 9 II 41'58'48" E 18.45' 86.40' 5/.73' 9.48' 5, 17' 7.21' 5.17' ,, ,, ,, ,, " ll " ll ,, ,, ,, 10 II 43'26'33" E 44,44' 66,43' 36" RCP ~ /350-0' I I II 53'17'33" W ,, ,, 12 LI = 05°54'38" 100,00' 10.32' 60.44' ,, ,, 13 II 47'22'54" W ,, ,, ' WATERTIGHT JOINTS STORM DRAIN BOX DATA* REMARKS I STA 489+42,07@ 2.04' RT. TYPE 'G-1' C,8, TG = 6/.03 TC= 61.70 ORIFICE = 0,9"u Fl 6' IN = 57.20 FL /8" OUT = 56.20 2 STA 490+08,09@ 0,49' LT. TYPE 'G-1' C.B. TG = 63.53 TC= 64,/9 ORIFICE = 2''u FL 6" IN = 59.10 FL /8' our = 58.70 ' INSTALL SCREW-ON ENO CAP OVER 6" PERFORATED FL WITH DIA. AS NOTED SEE O[TA/l SHEET 6 INITIAL San Diego Gas & Electric Company Reviewed By:~ Colleen Fino Date b-/-/S Land Management Representative Valid for 1ij months from date of signature GRADING AND DEMOLITION PLAN -SEE SHEET No, 13&14 SURFACE IMPROVEMENT PLAN, REC. WATER PLAN SEE SHEET No, 32 MEDIAN PLAN -SEE SHEET No, 41 CITY OF CARLSBAD ENGINEERING DEPARTMENT STORM DRAIN PLAN FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL C.DP, 11-10 APPROVED BY:/j '/ /.1 J J,.,1-JASON S, GELDERT •.,, /,//1JMll /,;t·Zo/5 ENGINEERING M,i/NAGER . RCE 63912 EXP. 09/30/16 DATE OWN. BY: PROJECT NO. DRAWING NO. REVISION DESCRIPTION OTHER APPROVAL CrTY APPROVAL CHKD BY, )\& RYWD BY: ~\&. 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(. .. ···---·~· .:: ... . ... .. ·-···,·· ..•• .,..... .• • •• 1· . . ... , -.. ... 1···--· .. T _ • I . . , I , ,1 7 1 I FLOWL/Nf~ @'·875'1 \1.5'1 I I "'® DETAIL -ROLLED CURB NOT TO SCALF EXISTING EASEMENTS [j1] ORA/NACE CHANNcl TO COUNTY OF SAN 0/cG'O RfC. MAR. 12, 1970, DOC. 44687, O.R. [G] PUBLIC UT/UT/fS & INC!DfNTALS TO SO. G.&f. RFC. NOV 20, 1970, DOC. 213363, 0.R. . fill SfWfR TO CITY OF CARLSBAD R[C. OCT. 21, 1971, DOC. 248011, O.R. In] CONSfRVA T/ON TO C.NL.M REC. DEC. 21, 2007, DOC. 2007-0786/67, O.R. ~ MEMORANDUM OF MANACfMfNT ANO FUND/NC AGRffMfNT RfC DEC 21, 2007, DOC. 2007-0786169, O.R. ~ OPfN SPACE TO CITY OF CARLSBAD . REC. JAIi. 16, 2008, DOC. 2008-0021749, D.R. CAIJTJON !.1 CONTRACTOR TO VERIFY TH£ EXACT LOCATION OF EXISTING UTILITIES IN THE F/£LO. PRIOR TO CONSTRUCT/ON! . NOTE!! ELECTRONIC DATA FILES AR£ FOR REFERENCE ONLY ANO AR£ NOT TO BE USED FOR HORIZONTAL OR VERTICAL ~URVEY CONTROL. . . . . ' ' . -... • • . . . I • r · T ·. :1e .. ·,----. 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' ·_-···: ...... . .~ .. ~ . . cl DESIGNED BY: N.F./K.H. DATE: FEB. 2013 "AS-8 u IL T" .. 0: .so.: .'. ······S'h~ ~ ..... :.:.,.£·r············ .. -····. .:;·-:·+ . . re .. ,. . ··t: 0 / ~ DRAWN BY: T.G./G.M. SCAlE: 1" = 40' )., rA, C O N S U ~~=T_S __ rPR_o_J_EC_T_M_G_R_.,_G._o_. __ J_o_B_N_o_.,_10_-_1_3□_7_ 7~-?r"'R"'~E-<ZOq~~~·,1'".,___,,,V'c_E~~/ll,/d-.N~~2_ 2710 Loker Avenue West Civil Engineering , Suite 100 Plonning Carlsbad, California 92010 Processing 760-931-Ti'00 Surveying Fox: 760-931-8680 ODoyConsu!ton ts.corn ENGINEER OF WORK: A, ·"-l'l"'"' =-><'0-'.1,.a.ll<l-""1--.,--'D=AT"'-'E: ~7/1/.f GEcrRGE°iDAY ,I RCE: 3~ R~YIE ED BY½ /J /1 -J,,,ft.t.,('f//- 1 SPECTOR _:j,(1 -z. I 1 ~ D~ ' .. :+1 ·: .. :.:: ::·-.. ' : · .-.:.:.:.f:::· · · I.::.:. .1--.. 1. . ,-······· ' .• ;· i . ·I··· . . •.. -·-.. -· ····i ..... ·-r·-- +·· ··-r···· .. .... -··---r,.··--. , ... .. --··' ..... .. +-··-T··· ... r T ,. ... -····· -.. ---· ......... .. r . . 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' .1--.. .. , .. ::::·:: . . ,. --...... . . : ·;, ~· ·-··· ... . . ·r···· CENTERLINE DA TA (NO) DELTA/BEARING I 2 N 66'35'33" W Ll -04°3315911 CURB DATA RADIUS LENGTH 100,05' 6900.3/' 549.95' I (No; DELTA/BEARING RADIUS LENGTH REMARKS I 2 3 4 5 6 7 8 9 /0 II 12 LI = 14°36'19" N 50'23:i3' W LI= 14'06'25" LI = 00'24'55" LI -14'06'21' N 7871'44' W LI = 14°36'14" LI -0177'50' LI = 00'02'31" LI -0070'02• LI= 01'02'31" LI = 00'03'34' 50.00' 50.00' 6835.3/' 50.00' 50.00' 6847.3/' 6847.3/' 6847.31' 6847.31' 6847.31' 12.75' 35.8/' 12.3/' 49.53' 12.31' 35.8/' 12.74' 155.0/' 5.00' 20.00' 5.00' 7. 10' 6 • TYPE "C" CURB & CUTTER 6' TYPE •c• CURB • • • • • • • • • • 6' TYPE •c• CURB & GUTTER TRANS. TD ROLLED CURB 6" TYPE "B" ROLLfO CURB TRANS. TO ROLLED CURB 6" TYPE •c• CURB & GUTTER RECLAIMED WATER DA TA []QJ DELTA/BEARING RADIUS LENGTH REMARKS 6924.31' '31f.2 2.' 12• PVC ~ DR 18 HC 384 2 N20'2.S'Od'W 3 Al:2'1'3s'oo"e '-f ;V20'2s'ro"W NOTE- -- 20.00' i'f. 35' /CJ. OC)' " " " !. FOR 100 YEAR /NUNDAT!ON LIMTS, SEE SHEET 7 ,, " " 2. 9' LONC DOMED ROOF NON-ADVERT!SINC BUS SHELTER PER TOLAR MANUFACTURING MODEL 9NALD-PM OR EQUAi.. SEE DETAIL ON SHEET 5 INITIAL IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL CO.P. 11-10 APPROVED BY: ( J ENGINEERING MAWAGER DWN BY:~-- CHKD BY: )t.l': () f,/,J-JASON S. GELDERT I ' t,/1,,2,0I ~ RCE63912 EXP.09/30/16 DATE . PROJECT NO. DRAWING NO. CITY APPROVAL RYWD BY: ~14, C.T. 13-03 477-6 > ' '. l . I I .1 •• : I I I I I I I f t: • . " " . N ('1 0 ... co OI Cl :E C, ,s,. .... .... ' OI 0 :0 'J> ~ z (j) z C s: OJ m :0 0 :0 i z (j) z C s: OJ m :0 I / 0 :0 'J> ~ 2 (j) z C ~ CXl m :;o .../ . . . • I . I . C ' I - ' i -;--.... --1 · · ! -__ ! · • · r ll==t::ct=1=:t::=l:i=l:=:===c=t:======t=··~ ~'i==i'==~ I r .. ' . _·-·1. -j -I . . - ' • ---. -, _[ . ---, t _-.. i ' . . ' ' . _, ' --- EXISTING EASEMENTS [I] PUBLIC UTILITIES & INCIDENTALS TO SD. G.&£ REC. JUNE 1, 1953, BK. 4874, PG 143, OR. [j] DRAINAGE CHANNEL TO COUNTY OF SAN DIEGO REC. MAR. 12, 1970, DOC. 44687, OR !TI] CONSERVA TIDN TO C.N.L.M REC. DEC. 21, 2007, DOC. 2007-0786161, 0.R. ~ MEMORANDUM OF MANAGEMENT AND FUNDING AGREEMENT REC DEC. 21, 2001, DOC. 2007-0786/69, O.R. ~ OPEN SPACE TO CITY OF CARLSBAD REC. JAN. 16, 2008, DOC. 2008-002/149, OR. ~ PUBLIC UTILITIES & INCIDENTALS TO SD. G.&£ REC. APRIL 22, 1953, Bl<. 4830, PG. 219, OR. PROPOSED R/W PER FINAL MAP (OR CT-13-03 \ ; CAUflON f.l CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCT/ON/ NOT£!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL . ·-i-- -1 --f,- 1 -t -+ -- ' ~ --,-... i -----. ' 455 , I DATE: SCALE: 454 FEB. 2013 1" -40' 453 '\ '\ _, __ \_ "AS-BUILT" 0 /<,....~ DESIGNED BY: N.F.(K.H. 0 DRAWN BY: T,G./G.M. ----PROJECT MGR.: G.O. JOB NO.: 10-1307 ~G=EO~R=c=E~o=D~A~Y------- C ON SULTAN TS ~------------~ EXP, ___ _ 2710 Loker Avenue West Suite 100 Corlsbod, California 92.UlO 760-931-7700 Fax: 760-931-8680 0DayCon sultonts.cam Civil Engineering Planning Processing Surveying ~ P.E. 32014 ENGINEER OF WORK: REVIEWED BY: J-i, ,A '-"-( J !/)·ut,J_ --~:'.'.:DA~JE,:_;i_:f lz.2ILL 'GE"i'JRG'E~ if RCE: 1 31014 INSPECTOR ' ____ / * ' I ' DATE DATE !-·-·-) .- - ' ., ,---r· -,----,--,.,,1 ···-··· ·--··r r -r·· ,-,----,--. r-··_-:_'.T_---_--·r -_ ) ' . ··,·-I ... ; ' ' I .x. .; -.:. ;. --i . J __ -•I -1 ···I .. ; . ..:· --~------.::( ' ·-i--·· :r-' -----F .... ., , .... . ' ---r 452 45! APIV _))8-[!!0--10 PORTlO;V OF PARCEL 2 ;:.If),_/ 01-/3 PLAN -£L CAMINO REAL SCALE' /' = 40' BENCHMARK DESCRIPTION: 25" DISC STAMPED "CLSB-105, L.S 6215" ' --, .. ,i ., . ... ~ . LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OYER AGUA HEDIONDA CREEK, 120 FEET SOUTH/IEST OF EL CAMINO REAL RECORD FROM: R.O.S NO. 17271 (PT. ND. 105) ELEVATION: 45. 410 M.S.L. DATUM: NGVD 1929 _, .; . . ~ .. . ... .. -- T-::_\ __ ·-r· ' ' ' ~-...... i.-. -l . --... ; ... ~----.:~ -_-,--+: ·---~ -·; ,---r -r : • i l, -I . -I -i--r -::f-,:- -----i -_-,--- [ --t · · r · 450 ·t. :=i . -f--_ ,,1_.· _ l ' I . ' . ' .... --------... -ri){E_ ~ '.25' }IE ' ... F .. IJ:.lt_·c•r -··:i·.,;,1(/,r&..'. .c El £! ~ "fC-'I 18, -----• ---- -r-· r 449 EXISTING CITY OF CARLSBAD /l DRAINAGE FACILITY MAINTENANCE ( I ACCESS ROAD. T . r .---i_-:· .. --F . ---,---· --·-··----, .. ,. -r--· r· - 4-=f::J l5'cl T f -, ·' -f . ··· .. :··: .:[ --. -~ I =1'()/!{ = _rt!_ rRIC/i'-1 :.o!Jlf 8[ ., ' ' T . ··. ·.·· --~----··: . --·-· ., ... - . ---,----·--. -[-.-:_-, Ir --::~T--i•-- 449 -f--·f -- ' -t-.. .. ·_··+···-,-1- ... -·--~ ! .. ; ...... . ' ' 1 -···-, --·-, ··:-I .. .. . --· :· .. :. -... ,-·-,--.. L ... -, ,··--, - I --· : .. /_ : .. -.. :···-~·-· ; I···. f , ••• --1-··- ·· l . 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TRANS TO ROL1£D CURB 6' TYPE 'B' ROLLED CURB TRANS FROM ROL1£D CURB 6' TYPE 'G" CURB & GUTTER , • • • o' 10' 40' 1.--... =~ii-2~0.~~ii..---... 80' RECLAIMED WATER DA TA SCALE: 1" = 40' Gill] DELTA/BEARING RADIUS I 2 L1 = 01 '35'57' N 60'25'37' W NOTE: 6924.31' LENGTH REMARKS 193.25' 12' PVC ~ DR 18 150 HG 384 368.99' • • f. FOR 100 YEAR INUNDATION LIMITS SEE SHEET 8 San Diego Gas & Electric Company Reviewed By:'1~ \ Date 5 -f-/S GRAD/NC PLAN -SEE SHEET No. 8 STORM DRAIN PLAN -SEE SHEET No. 17 MEDIAN PLAN -SEE SHEET No. 35 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION '~.\!Ol}07\LJ1}7t;12?d·.,,J Apr 2i, '.!0!5 3·5lp•n Colle F'ino Land Management Representative Valid for 1B months !ram dale of signalure DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL h~f;: l'J1J:·w,, 1(107'1,PR,), 1007A~PO', I007AU~L7: 1007'M,1,\P; 1007M.1,\P: '007Atl: 1007'//STR; 1007','NrL: 1007WGRD CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE APPROVED BY: /, (RANCHO COSTERA) ,::L CAMINO REAL II • . ,C.D.P. 11-10 ' /_ - '/ J / ,J.l JASON S. GELDERT j, ·, v 6,//,·ZolS ENGINEERING MMAGER RCE63912 FXP.09/30/16 DATE OWN BY: PROJECT NO. 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Jl.7~ ,::_-: ___ _- _-_ -_-. ... . . !O EXLSTlNG EASEMENTS [I] PIPELINE & INCIDENTALS TO OM.WC REC. JULY 11, 1930, BK. 1798, PG. 142, DEEDS [I] PUBLIC U1/Ll1/ES & INCIDENTALS TO 5.0.G.&E. REC. JUNE I, 1953, BK. 4{}74, PC 143, O.R. [2j ORA/NACE CHANNEL TO COUNTY OF SAN DIEGO REC. MAR. 12, 1970, DOC. 44687, O.R Ii] PUBLIC U1/Ll1/ES & INCIDENTALS TO 5.0.G.&E REC'. NOV: 20, 1970, OOC 213363, O.R. [Zj CONSERVA170N TO C.N.LM. REC DEC. 21, 2007, DOC. 2007-0786167, O.R ~ MEMORANDUM OF MANAGEMENT AND FUNDING' AGREEMENT REC DEC. 21, 2007, DOC. 2007-0786169, OR. ~ OPEN SPACE TO CITY OF CARLSBAD REC. JAN. 18, 2008, DOC 2008-0021749, O.R [34j PUBLIC U1/LITIES & INCIDENTALS TO 5.0.G.&E. REC. APRIL 22, 1953, BK. 4830, PG. 219, O.R . CAllflON II CONTRACTOR TO VERIFY TH£ EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION/ NOTE!! ELECTRONIC OA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL !! ---------. -- --:st:. . --..... .. ... ,06'. . . . 46! - 5' -.. ------ 460 459 -·--. --~ -~-· ~- "AS-BUILT" 0 /c,..~ DESIGNED BY: N.F./K.H. DATE: FEB. 2013 u DRAWN BY: T.G./G.M. SCALE: 1" = 40' ____ PROJECT MGR.: G.0. JOB NO.: 10-1307 ~GE~O~R~GE~Or.D~A~Y------- C ON SULTAN TS ~-------------~ 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox; 760-931-8680 ODoyConsullonts.com Civil Engineering Planning Processing Surveying ~ P.E. 32014 EXP, ___ _ ENGINEER OF WORK: REVIEWED BY: ~1.,&...._(j ,1/),_ DATE:,Y/'t1/'l£:" GEORGE lfJ'DAY ~~!J2014 INSPECTOR 458 457 ... . 456 SEE OE.TAIL 'F' ON SHEET 4{-L A / _ R£LOCAT[ EXIST. AIR VAC. '-'-1 --y '---:I I I I ASSYs. & BACK.FLOWS ~ , I / I I PROPO)Eo R}w PER f1Nr4L MAP (~ ' I I o· 10· E- - 40' 20' SCALE: 1" = 40' 80' ~NO) I 2 3 4 5 6 7 8 9 DELTA/BEARING N 60'25'37" W LI = 06°0310311 Ll = 03°11'23" LI= 05°17'25" N 66'/5'04" W Ll = 08°4314011 LI = 01 °4310811 N 60'25'37" W CENTERUNE DATA NO DELTA/BEARING I N 60'25'J7" W 2 Ll = 16°16'15" CURB DATA RADIUS RADIUS LENGTH 4.88' 2000.09' 567.99' REMARKS LENGTH 4.88' 6" TYPE "O" CURB & GUTTER 2065.09' 2053.09' 200.00' 200.00' 2065.09' 1947.09' 218.09' I 14.29' 18.47' 15.27' 30'47' 6/,95' 4.88' 552.94' ,, ,, ,, " ,, " ,, " ,, ,, ,, " ,, " ,, " EDGE OF SIDEWALK DA TA <@ DELTA/BEARING RADIUS LENGTH REMARKS I 2 3 4 Ll = 09°41'22" 35.00' Ll = 12°52'35" 500.00' LI = 08'03'17" 500.00' 505.00' 5.92' 112.37' 10.29' 97.67' ME.ANOE.RING SIDEWALK ,, • ,, • ,, • RECLAIMED WA TER DA TA []ill DELTA/BEARING RADIUS LENGTH REMARKS I 2 San Diego Gas & Electric Company ) Reviewed B) _c_-.::=----~ Date 5-/--/':J coui,;ir' F'ino Land Management Representative Valid Ior 18 months frow date of signalw·e N 60'25'J7" W 4.88' /976.09' 561.17' /2" PVC ~ OR 18 HO 384 LI= 16'16'15" ,, ,, MOW CURB DA TA I GRADING PLAN -SEE SHEET No. 9 STORM DRAIN PLAN -SEE SHEET No. 18 MEDIAN PLAN -SEE SHEET No. 36 LENGTH 85.35' PLAN -EL CAMINO REAL >-->----+------------4--4-----t---+--i I SH2E7ET I CITY OF CARLSBAD I SH9EE6TS I DATE DATE SCALE: /" = 40' BENCHMARK DESCRIPTION: LOCATION: 25" DISC STAMPED "CLSB-105, LS. 6215" IN NORTHEAST CORNER Of CANNON RD. BRIDGE OVER AGUA HEOIONOA CREEK, 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L DA TUM: NG'IO 1929 /1\ DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL G:\101307\1007W127.DWG Apr 16, 2015 8:58om Xrcfo: 10071'11; l007WPR0; 100'lAfP01: 1007AUTL7; 1007\'<MAP; 1007AM>,P: 1007Atl; 1007WSTR: 1007'1/lJTL DATE INITIAL CITY APPROVAL :==='-.'::::::=E=N=G=IN=E=E:::Rl:::N=G=D=E:::P:::AR:::TM:::=E:::N:::T =:::· =::-'=:=~ IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL .. c.o.P. 11-10 APPROVED BY: / f. JI 41 I 1• JASON 3. GELDERT I, , ./r/#; ··., 6·/6·ZO/> E~IGINEERING MAi'ffiGER RCE 63912 EXP. 09/30116 DATE DW~I BY: CHKD BY: )1,.\1,. RVWD BY: ..\\&, PROJECT ~10. c.r !3-03 DRAWING NO. 477-6 . .. □ 'JJ i 2 (j) 2 C s: CJ m 'JJ □ 'JJ § 2 (j) 2 C s: CJ m 'JJ ,. ,--------·-,-., ----· I ----···+-... :: -_r-·-·· :.t= .. ' . ----,-.,..,,-1------1······· . :::.i:.:~. ·--i::--:-=-:-- --t-----1 . -1--- r--··-·- ---l-------+-. r.: ....... -- -+---,·-· -·-t -:·.: -,--- ., . -.. ~~:-~:·:-_·_ "::. ~:: ·r ... ··.t -.. ---f".·:·· ---r· - -· .. f:_: ;::~J _' :· . --r-.. ~--··::_··.t·-::· . . ... ,. .... -, T --,· -_-___ ---T --:i--··· --.-:;- NOTE: EDGE OF SIDEWALK DA TA 1. REMOVE &-REPLACE 36 LF OF EXISTING 6" CURB &-GUTTER FOR INLET TRANSITION PER I <@ DELTA/BEARING RADIUS LENGTH REMARKS CITY OF CARLSBAD STD DS-1. REMOVE &- REPLACE SIDEWALK AS NEEDED TO NEAREST 1 JOINT. 'PER G-11. ~ 2. 9' LONG DOMED ROOF NON-ADVERTISING BUS ; LI = 22°25'21" 505.00' LI = 03°53'09" 1000.00' 200.00' LI= 27°17'34" 80,00' .4 ;::: 27°03'58" 86.00' 100.00' MEANDERING SIDEWALK 67.82' ,, ,, 3662' ,, 38.11' ,, ,, 40.63' ,, ,, ,-···· -·····--r ~- •_. T" •• :····_ ·::j:··_:::_: F : :·f'.~:.:· ... -F'.: ., .... -,-, .. -" -c-· . • _j --r ···-·r· ... .:: ... ' ..• ., ..... T ----: :·:t:::· -·-·-i---:-: SHELTER PER TOLAR MANUFACTURING MODEL 8 9NALD-PM OR EQUAL SEE DETAIL ON SHEET 5r-"9..-+--.Ll---2c-1,,-00~:J .... '5=8,..-' -+--8~6~.o=o,rl--4~0.-63~,rl---,,---,,---1 EXISTING EASEMENTS [I] PIPELINE; & INCIDENTALS TO O.Af. W. C. REC. JUL Y 11, I 930, BK. 1796, PC. 142, DEEDS lg] ORA/NA GE CHANNEL TO COUNTY OF SAN DIEGO REC. MAR. 12, 1970, DOC. 44687, O.R. IT±] PUBLIC UTILITIES & !NC/DENTALS TO S.O.C.&E. REC. NOi/ 20, 1970, DOC. 213363, O.R. CAUTION ll CONTRACTOR TO VERIFY THE EXACT LOCA 110N OF EXISTING U11Ll11ES IN THE FIELD PRIOR TO CONSTRUC170N/ NOTE fl ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VER17CAL SURVEY CONTROL . 10 II 80.00' 12 LI ::: 06°14'59" 200.00' 13 ,1 = 08'51 '29" 200.00' 14 LI = 12°49'13" 760.00' 38.45' 21.82' 30.92' 148.05' ,, ,, ,, ,, ,, ,, ,. ,, "AS-BUILT" 0. /~~ DESIGNED BY: N.F./K.H. DRAWN BY: T.G./G.M. SCALE: 1" = 40' L, ,-A , , 1 /J • M, .,(__V' '{/~ ~ U)/? ____ PROJECT MGR.: ~G-=0. __ JOB NO.: 10-1307 'GEORGE (//DAY f . . ' C O N S U L T A N T S 1---------------1 P.E. 32014 EXP . ....ll./J,"/t.8.. DATE DATE: FEB. 2013 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax:· 760-931-8680 ODa)Consultan ts.com Civil Engineering Planning Processing Survsiying . ENGINEER OF WORK• /2,,n • //~A GEORGE i'J DAY / DATE• ?'/22.,/,,:, RCE: 3to14 REVl~ED BY: 717 AA,. l;J (lyA z/12/1g ' DATE NSPECTOR -·.::::r. . ... , -·r····· ····--+- . r-•• . ···,··-·· ·-· -------, .. ,. ·, BENCHMARK DESCRIPTION: LOCATION: 2.5' [)!SC STAMPE[) "CLSB-105, LS. 6215' IN NORTHEAST CORNER OF CANNON RD. BR/OGE 01£R AGUA HEQIONQA CREEK, 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.0,S. NO. 17271 {PT. NO. /05) ELEVATION: 45. 410 Af. S.L DATUM: NCvD 1929 ,-·-· ' ... -----,---· ,--..... f ···-~ -f. .. :::.:· --1--'":; . -······r-· "T" •.• ....... -, .... ,. ..... ,. ··· ·, ····••·1•"· •·••·T··· ..... --· ·--~------·· ·-·r ....... r ---,-. ····,--····-·· ···.·· ~-~•7 ... ;/-\ -+·-··-·:· --!··. ac•-.. ... f ----' .,. ---· -~- ---',--· -,---- ··-··.-- .. 1· • ,. -,-·-· ---I-- -··r- ·····i-· -,-·-;: . ,-, ····---··-, .. --.--- ---, --- ' •••••. "T ...... ,- -+-"""" ---->-··---, ---·-f··· --. ,-- _, ... q.- +· I .. ...... -,-1··-····+ --··· ,---.. -.. ::::r -·:::.:/::·-.: ::·::::.t-.; .. ::·· -- /1\ DATE INlllAL ENGINEER OF WORK C:\101307\1007Wl230WC ;\pr 15, 2015 1:31prn . . . ·-·--,:.:: ·-::i--,-·.: ... r.:.....,. ___ + ...•. r· . ···--,-·- 5' WIDE MEANDERING SIDEWALK o' 10· ~ 20· 40' SCALE: 1" = 40' 190 lF DATE INITIAL REVISION DESCRIPTION OlHER APPROVAL Xrefa 1QQ7WI: 10071',?RO: IC07ATPOI: 1007,\UTLl; i007'MAAP: ICO-/AN; 1007WSTR; 1C07WUfL: 1C07,v,1r,J; l007tJMAP: 1C07AllAP .. -"---·" ·-·;-••..•. -""" "T -·· __ .,_. ::-r:.:: . --··--::·, ·:··-·-::: _,,, --- ···~ -~eA i: fit'([RlZ ;;,•r•~40:· ... . ..... ·· ··· •·+•••· _: ·.·.· ··'•VFl/l '"f. ··-it·::.•cr_."•_·8_ ', 80' DATE -r--··:.:·.:t:-.-··.-.. ~-r.-:··_ :.-.. :: ..... -r-..:·.-_:~ --·-~ --- 10 CENl!tRLINE DA TA ~NO DELTA/BEARING RADIUS LENGTH I LI= 15°24'21" 2000.09' 537.79' 2 N 97•53'47" E 122.21' CURB DATA (NO) DELTA/BEARING RADIUS LENGTH REMARKS I 2 3 4 5 6 7 8 9 /0 II 12 /3 14 I 2 3 LI = 06°44'26" N 89'47'!9" E LI = 12°40'24" N 74'45'38" W LI = 01 °25'56" LI = 14°29'25" N 14'55'30" E Ll ::: 12°58'17" N 87'53'47" E LI = 04°43'36" N s2•20109 11 W LI = 87°59'47" LI = 88°00'29" DELTA/BEARING N 04'34'11" E LI = 07°00'13" N 81'53'47" E 2065.09' 242.94' 6" TYPE "G" CURB & GUTTER 50.00' 50.00' 2065.09' 50.00' 50.00' 144.06' 11.06' 39.46' 12.56' 5/,62' 12.65' 38.94' I /,32' 6" A.C. BERM 6" TYP£ "G" CURB ,, ,, ,, ,, ,, ,, ,, u ,, ,, " u 115.23' 6" TYPE "G" CURB & GUTTER 1947.09' 35.00' 35.00' 160.63' 23.63' 53.75' 53.76' SEWER DATA RADIUS LENGTH 1994.09' /03.55' 243.75' 122.22' WATER DATA ,, ,, u ,, ,, • ,, ,, REMARKS 8" PVC SOR 35 ,, ,, ,, 1NQI DELTA/BEARING RADIUS LENGTH REMARKS I N 04'34'11" E 89.70' 14" PVC ~ OR 18 HG 446' 'OR I 6" CML&C STEEL WATERLINE ~ SEE PROFILE RECLAIMED WA T£R DA TA NO DELTA/BEARING RADIUS LENGTH REMARKS C.[),P. 1/-10 APPROVED BY://_ V J I.IA JASON S. GELDERT C./44,,,.A, • 6·/6·2,t)/~ ENGINEERING Mi<NAGER RCE6391Z EXP.09/30/16 DATE INITIAL DWN BY: ~~-PROJECT NO. DRAWING NO. CHKD BY: Ji,1-. CITY APPROVAL RVWD BY: .;i1,e,. C,T. JJ-03 477-6 , ' ' '· ' i I II I I' . I ' , II .• 11 ... I N CIO 2. CD en Cl ~ Ci) .i:,. --i . --i ' en 0 JJ i z G1 z C s co m JJ 0 JJ ~ z G1 z C s [ll m JJ, 0 JJ ~ -z G1 2 C s co m Il r .~ ··= ,.,,, ... .,.,, ... .,,., . .,,.. " ~~ ~-"·" ·~~~ ·~•~ :::::: ::::::: .... =t ........... "$ -..•.. . ..... . . ..... ,,.,.. -. . EXISTING EASEMENTS [j] ORA/NACE CHANNEL TO COUNTY OF SAN DIEGO REC. MAR. 12, 1970, DOC. 44687, O.R. ~ MEMORANDUM OF MANAGEMENT ANO FUNDING AGREEMENT REC. DEC. 21, 2007, DOC. 2007-0786/69, O.R. CAUTION II CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE AELO PRIOR TO CONSTRUCTION! NOT£ f.l ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2015 O'Day Consultants, Inc. <?"-Of ESS / 0"4. 4/) « 'i§!.GE O a <' <" (::} \J' '1)-ti "' -i3 NO. 32014 ffl '/;[ EXP. 12/31/16 !{J * * ,/'"11; C/V\\. (<..~ ... !:' or CALI<() 474 CONSULTA•NTS 2710 Loker Avenue West Suite 100 Corlsbad, Colifornkt 92010 760-931-7700 fox: 760-931-8680 OOo}'Consultonts.com Civil Engineering Planning Processing Surveying Wil ..... 473 472 471 470 469 PLAN -EL CAMINO REAL SCALE.· J" = 40' DESIGNED BY: N.F./K.H. DATE: FEB. 2013 "AS-BUILT" DRAWN BY: T.G./G.M, SCALE: 1 • = 40' _ /-/, --~ .~ NOLI, t. GP/? PROJECT MGR.: _G~-~o. __ JOB No., 10-1307 G~ h.t.f/, , >------------------1 P.E. 32014 EXP. ~l.!(//8 DATE ENGINEER OF WORK: h .. 1t'/J,, GEORGE CO'DAY 1 DATE:,/,•/1£_ RCE:/ 32'014 REVJWED BY: /} A ~J a. (.&lw-;~ fNSPECTOR DATE BENCHMARK DESCRIPTION: 2.5' DISC STAMPFD 'CLSB-105, L.S. 6215' LOCATION: IN NORTHFAST CORNFR OF CANNON RO. BRIOCF OVER ACVA HED/ONDA CREEK, /20 FEET SOUTHl'rEST OF £L CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105} ELEVATION: 45.410 M.S.L. DA TUM: NCvD 1929 468 467 ' ----EXIST. R/W i' I ~1 i 01 10' 40' 20· SCALE: 1 " = 40' 660' CORNER SIGHT DISTANCE NOTES: 80' 1. REMOVE & REPLACE Jo LF OF EXISTING o' CURB & GUTTER FOR INLET TRANSITION PER CITY OF CARLSBAD STD OS-I. REMOVE & REPLACE SIDEWALK AS NEEDED TO NEAREST JOINT, PER C-ff 2. A RECORD SEARCH OF THE EXISTING 18" STORM DRAIN WAS CONDUCTED AND NOTH/NC FOUND. SEE SHEET 20 FOR ADDITIONAL NOTES. J. CONTRACTOR TO REMOVE EXIST. 48' STORM DRAIN AS REQUIRED TO CONSTRUCT NEW 12• PVC WATER MAIN CENTERLINE DA TA (NO DELTA/BEARING RADIUS LENGTH I N 87'53'47" E 639.66' CURB DATA (NO; DELTA/BEARING RADIUS LENGTH REMARKS I N 87'53'47" E 639.66' 6" TYPE "c" CURB & GUTTER 2 N 87'53'47" F 397.29' " EDGE OF SIDEWALK DATA <@ DELTA/BEARING RADIUS LENGTH REMARKS I LI :::: 12°49'13" 2 LI = 12°18'45" 3 LI ~ 06°06'55" ,f LI ~ 03°21'13" 5 Ll :;::;-26°34'52" 6 N 62'!8'52" W 160.00' 1000.IJO' 800.00' 1000.00' 102.51' 22.00' 214.90' 85.39' 58.53' 47.56' 7.00' SEWER DATA MEANOERINC SIDEWALK • • " " " " " " • " MOW CURB DATA !NO) LENGTH I 464.38' rfjg; DELTA/BEARING RADIUS LENGTH REMARKS I N 87'53'41" E 15.28' 8" PVC SOR 35 RECLAIMED WATER DA TA NO DELTA/BEARING RADIUS LENGTH REMARKS I N 81'53'41" E 639.66' !2" PVC ~ OR 18 HC 384 WATER DATA Lf-i9' DELTA/BEARING RADIUS LENGTH REMARKS I N 2'06'13" W 49,00' 12" PVC ~ OR 14 HC 241 GRADING PLAN -SEE SHEET No. 11 STORM DRAIN PLAN -SEE SHEET No. 20 MEO/AN PLAN -SEE SHEET No. 38 ~ CITY OF CARISBAD ~ 1---t---+-----------------1---+----+---t---l ~~=9=:'...==::::E:::N::::Gl::::NE::::E:::R:::IN::::G=D::::E:::P::::AR::::TM:::::::E::::NT:::::=::::::'...:::L__filLJ==6==: /1\ DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION O1HER APPROVAL CITY APPROVAL G;\101J07\1007'r,12':1.DWG Moy 27, 2015 3:53pm Xrefs: 100/WI; 10071/iPR0: 1007ATP01: 1007AIJIL7; \007'!'/MAP; 1007MIAP; 1007AN; 1007WSTR; 1007\'IVIL: 10078MAP IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL c.o.P. ff-to APPROVED BY: / '-4,. • /I J/,J. JASON S. GELDERT :ccc:c-:==c-::-c:-c:cl.£A?,"-=-=/f .,,,<fAi;P=='V=:-::-:--;::-::-=6! 16· U,JL ENGINEERING MM<AGER RCE 63912 EXP. 09/30/16 DATE OWN BY:--~- CHKD BY: jlf.. RVWD BY: .:,~ PROJECT NO. C. T. !J-03 DRAWING NO. 477-6 ' ) ' 0 Jl J:> ~ 2 (j) z C s OJ m Jl 0 Jl J:> ~ 2 (j) z C s OJ m Jl ----, N IO 0 ... IO OI 0 I z (j) 2 C $ Ol m Jl 0 Jl l> C ~ ~ -c:, z (j) ~ z "-I "-I C ' s OI Ol m I) I --- i l. \ I CAUTION II CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOTE II ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2015 O'Day Consultants, Inc. 480 ,, §5 ",,= ,,,, :c~ ~:: iccc: •~M•h ~ :;;:~:0:>-::: -+--" ,,,~ ":;;: ~=: ,,,,, ,,,, me,,-• www, wwwo . ~·' " 479 478 477 476 .4PN 208 POR770N OF;~~~;: 2 40✓ 01-/J ... ,,,.,,, i RELOCATE EXIST. AIR VAC. rx,z·cr, ,, ASSYs. & 8ACKFLOWS C, o. 12 ACF EFFLUENT LINE PER OWG. 268-1 --- ~····· w•~w• '"'"""' 475 PEOEST!fiAN EASEMENT PER FINAL MAP 'FOR CT-I 3-03 : ' 5' WIOE MEANDERING SIO(WALK ------- 5 • -•-• a ,• . ' i.f\,r 414 -------.-~-. ::..... CAUTION! PLAN -EL CAMINO REAL CAUTION! EXCAVATINC IN THE 'l!CIN/TY OF HICH PRESSURE CAS & FUEL LINES. CONTRACTOR TO COORDINATE WITH JORDAN NEUNER FROM KINDER MORCAN AT (310) 628-1350 AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF WORK NEAR FUEL LINES <?l'-Of ESS / 0"4 4Y' cj,~GE Oa < ~ ,!j 'i}' t, "' -i:; NO. 32014 Ri ',i EXP. 12/31/16 f:;J * * 0'"1',1; CIVIL fl:-~-.,. (' or CALl<0 CONSULTANTS 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-86B0 ODo:,Consul tonts,com Civil Engineering Planning Processing Surveying SCALE,· I•= 40' DESIGNED BY: N.F./K.H. DATE: FEB. 2013 DRAWN BY: T.G./G.M. PROJECT MGR.: G.0. SCALE: 1' = 40' JOB NO.: 10-1307 GE~'iyri(~ f----------------1 P.E. 32014° ENGINEER OF WORK: (NSPECTOR CONTRACTOR TO BE AWARE OF EXISTING WATER MAIN THRUST BLOCKS WHEN EXCAVATINC FOR PROPOSED RECLAIMED WATER LINE "AS-BUILT" d%?7 , EXP.~//L Not/. 4, Z<u2 ' DATE DATE BENCHMARK DESCRIPTION: 2.5" 0/SC STAMPED "CLSB-105. LS. 62/5' LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIDGE OVER AGUA HEOIONOA CREEK, 120 FEET SOUTH/'IEST OF EL CAMINO REAL RECORD FROM: R. O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45. 410 /J.S.L. DATUM: NGVO 1929 473 NOT[: . ,._,. ___ ,.,.. ----·· --- .... --- ·•----· ~·-•,,. !. SEE D-02 MOD/RCA TION DETAIL 'o' ON SHT. 5. 2. A RECORD SEARCH OF EXIST/NC 24• STORM DRAIN WAS CONDUCTED AND NOTH/NC FOUND. SEE SHEET 29 FOR ADDITIONAL NOTES. o· 10' --···· ·····~· ·~·~·~· 40' 20 80' SCALE: 1" = 40' CENTERLINE DATA (NO) DELTA/BEARING RADIUS LENGTH I t:,. = 21 V8'.20" 1600.07' 590.34' CURB DATA @ DELTA/BEARING RADIUS LENGTH REMARKS I t:,. -2/V8'.20" 1547.07' 570.78' 6" TYPE 't'" CURB & GUTTER 2 t:,. =2/V8'.20" 1653.07' 609.89' " " EDGE OF SIDEWALK DA TA <@ DELTA/BEARING RADIUS LENGTH REMARKS I N 62"18'52" W /0,85' MEANOER/N(J SIDEWALK 2 LI -37°3510611 57.50' 37.12' n " 3 S 80'06'0I" W 40.60' n " ,f S 81'13'49" W 13.15' n " 5 LI -JJOJJ'261I 202.50' 39.67' n " 6 L1 = 08°05'01" 1000.00' 141.11' n " 7 ,:1 -11°20'2111 400.00' 79. 16' n " 8 .LI -OJ OJ0'47" 525.00' 10.8!' • " RECLAIMED WATER DA TA NO DELTA/BEARING RADIUS LENGTH REMARKS I L1 = 09°13'01" 1628.01' 260.74' 12" PVC ~ OR 18 HG 384 2 N 60'28'!9" W 15.45' " • 3 LI= 11°25'06" 1622.01' 324.41' " • EXISTING EASEMENTS MOW CURB DATA fill ORA/NA GE CHANNEL TO COUNTY OF SAN 0/EGO REC. MAR. 12, 1910, DOC. 44687, O.R. I NO) LENGTH !1§1 MEMORANDUM OF MANAGEMENT ANO FUNDING AGREEMENT REC. DEC. 21, 2007, OOC. 2001-0186/69, O.R. I GRADING PLAN -SEE SHEET No. 12 STORM DRAIN PLAN -SEE SHEET No. 21 MEDIAN PLAN -SEE SHEET No. 39 568.08' ~-CITY OF CARLSBAD ~=====~====::::::::::::::::::::::::::::=====~====~====~=====~==== ~ ENGINEERING DEPARTMENT ~ ~ DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Ci: \101J07\1007VtlJO.dwg Moy 26_, 2015 9: 56"om , Xcef~: 1007Wl; \OQ7WPRO; 1007ATP01: 1007AUIL7; IOQ7WMN'; 1007AMAP; l007AN; 1007'/iSfR: 1Q07WU1L: 100/BMAP IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL C.O.P. 11-10 JASON S. GELDERT ---~~~L.L,,~~--6· /6·ZOJS RCE63912 EXP. 09 30 16 DATE \ APPROVED BY: DWN BY:~~- CHKD BY: .)t,C.. RVWD BY: -.l!AL, PROJECT NO. C. T. 13-03 DRAWING N.O. 477-6< 0 JJ ~ • z , __ / (j) z C $ OJ m JJ I I I 11 I I!/ 8 0 I " :0 • I) · mo J:> -oo ••c ~ 30~ ~ '.ti ~w g ·< z ,.. ·o • . 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San Diego Gas & Electric Company ~ ~\..----' 5-f-lS Reviewed B ~ Date, ___ ~ Colle Fmo Land Management Representative Valid for 16 months from da.te of signature G:\101501\100/\\'ljt.DWG Apr 24, 2015 ·1:41:lorn Xrels: I007WI: I007',~ILY; 1007WPRO; lIJ07ATPQ1: 1007AUTL7: 1007'M,1AP: tQ0711"1AP; 1007AN; IC07WSTR; 10Q7\',\J1l; 1007'1/GRD; 1007BMAP . , .. -·-··· . . ....... , '"·-r-··· .• -,·····"·" ·1 .. ...... i- , ... ,·-· ·- ...... , ... ·-··· ·--~····"· . . :: · 'AlJF' . iJR!Z. df-I" • • O' · .. -. -··-.::r ·-·-· fftlt,;:±· · .. "-~ ·-.. ~ . ..·-····I·--· CENTERLINE DA TA CNOJ DELTA/BEARING RADIUS LENGTH I /',, = 21 '5J'/6" 2 II 49'04'36" W CURB DATA 1600.07' 611.25' 88.75' <Nq DELTA/BEARING RADIUS LENGTH REMARKS I 2 3 4 5 6 7 8 9 L1 -18°47'01" L1 =02°57'57" L1 -00°08'17" N 49'04'36" W N 34'55'23" W ,1 =14°09'13" N 49'04'36" W ,1 -15°09'23" /547.07' 1547.07' 1547.07' 50.00' 50.00' 1653.07' 507. 18' 80.68' 3.14' 23.82' 12.35' 36.66' 12.35' 4.96' 431.29' 6" TYPc "c" CURB &: GUTTER 6" A. C. BcRM 6" TYPE "C" CURB &: GUTTER 6" A.C. 8£RM 6" TYPc "C" CURB ,, ,, ,, ,, ,, ,, 6" TYPc "c" CURB &: GUTTER RECLAIMED WATER DATA . ~NO:;=r.D'.".:E"":LT:'.'"A/~B"=EA""=R""'1N""'G"F".'RA""=D~IU""'sT"".LE~N':"GT~H~-~R'.".:Ecc=MA'.".'R".".'KS~--I I 2 3 4 5 ,1 = 12°33'13" N 4J'J3'06" W Ll = 03°39'54" N 71'34'36" W N 49'04'36" € 1622.07' ,355.40' 12" PVC ~ OR 18 HG 384' / 189.70' ,, ,, /584.Q7' 101.33' ,, 26.73' ,, ,, 37.03' ,, ,, ' INSTALL Clr/L&C STEEL WAT£(1LIN£ AT ALL CROSSINGS SHOWN IN PROF/Le PcR CITY OF CARLSBAD owe W-34 I 2 SEWER DATA DELTA/BEARING RADIUS LENGTH N 64'42'37" W N 58'59'30" W 40.00' 20.00' WATER DATA REMARKS B" PVC SOR 35 8" PVC SOR 35 [HQ} DELTA/BEARING RADIUS LENGTH REMARKS f S 26'45'25" W 49.29' 12" PVC ~ DR 14 HC 241 SE£ PROFILE ON SHEET 30 GRADING PLAN -SE£ SHEET No. 13 STORM DRAIN PLAN -SE£ SHEET No. 22 MEO/AN PLAN -SE£ SHEET No. 40 PROJECT NO. C.T. 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'" .·•·••·•··••••·•••·· ....... ·.·.·.·.·.·.·.···o· .. !i" 'f.· .. j-, •·,,• ,,:. •·•·.····· ····~·•······· ........ ············~••• ··········••••••·••··••··•··•• <:J, ... -.,;~.·~ ................... ~~:. •~~····· ....... ······················ ............. ···· .. ·······~ji,if.w~~ ....... I:...... ~er~'•;••····•··•··•··•••~ .. ~...... ·········ll,.D.i.Ec!ai' ...... ······ ,__.:,~--N "·-· ,, ----------· __ .... _____ , - 10 I 20' CURB TRANSITION I- 4 .. 10 9 8 < • • • ; •• " I PLAN -fl CAMINO REAL SCALE· I'= 40' APN 208-010-40 PORT!ON OF PARCEL 2 ADJ 01-13 PEDESTRIAN EASEMENT PER FINAL MAP FOR CT I 3-03 5' WIOE MEANDERING SIOEWAlK EXIST. /2" ACP EFFLUENT UNF PER OWC. 288-1 12 • a 3 ' • \,' ~ .,, 5 . 0 CAU170N! ., EXCAVA TINC IN T/1£ VICINITY OF HICH PRESSURE CAS & FUEL LINES. CONTRACTOR TO COORDINATE WITH JORDAN NEUNER POR. OF BUS TURNOUT ' .. 4 o· 10' 40' 20 SCALE: 1" = 40' NOT£· I. 9' LONG DOMED ROOF NON-ADVFRTTSING BUS SHELTER PER TOLAR MANUFACTURING MODEL 9NALD-PM OR EQUAL SEE DETAIL SHEET 5 80' ..................... ~ ········; mi····· ............. ········1····-'' .......... ······~ ~············g .... , .. , ······~.•=-······· = :~ CENTERLINE DA TA ~NO DELTA/BEARING RADIUS LENGTH I N 49V4'J6" W 422.56' 2 ~ = 02V4'04" 2000.09' 12.18' CURB DATA l(Nq DELTA/BEARING RADIUS LENGTH REMARKS I N 49'04'36" W 45.04' 6" TYPE "C" CURB 2 LI = 14'09'13" 50,00' 12.35' ,, n 3 N 63"/3'49" W 36,88' ,, ,, 4 LI -14'09'13" 50,00' 12.35' ,, ,, 5 N 49'04'36" W 174.93' 6" TYPE "G" C/JR8 & CUTTER 6 LI= 07'12'58" 200,00' 25,/9' ,, n 7 N 41'51 '39" W 10.31' " " 8 LI = 07'12'57" 200,00' 25, 19' n " 9 N 49'04'36" W 22,56' • " 10 LI= 02'04'04" 2065.09' 14.52' " • £DG£ OF SIDEWALK DA TA <@ DELTA/BEARING RADIUS LENGTH REMARKS I N 49'22 '52" W 500.00' 500.00' 30.66' 30.66' 263.89' MEANDERING SIDEWALK 2 Ll -=-03°0911411 " ,, 3 LI -11'31'50" 1300.00' " ,, 4 1005.00' 132.57' " ,, RECLAIMED WATER DA TA NO DELTA/BEARING RADIUS LENGTH REMARKS I N 49'04'36" W 37.03' 12" PVC N OR 18 HG 384 2 3 4 N 85'55'24" E N 49'04'36" W Ll -02°04104'1 65.05' 360.88' 1960.09' 10.14' ,, • • EXISTING EASEMENTS [j] ORA/NACE CHANNEL TO COUNTY OF SAN OIFGO RFC. MAR. 12, 1910, OOC. 44687, O.R. GRADING PLAN -SEE SHEET No. 14 STORM DRAIN PLAN -SEE SHEET No. 23 MEDIAN PLAN -SEE SHEET No. 41 ,, ,, ,, CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE FIELD PRIOR TO CONSTRUCT!ON! FROM KINDER MORGAN AT (JIO) 628-1J50 AT LEAST TWO WFEKS PRIOR TO COMMENCEMENT OF /YORK NEAR FUEL LINES ~ CITY OF CARLSBAD ~=====~====~===============================~=====1====j=====~===~ UI_j ENGINEERING DEPARTMENT ~ LJill.J NOT£ fl ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2015 O'Day Consultants, Inc. '?\l.ofESS/o,v,,. (:) C)\l.GE Oa '< {$ ~ '1,c ~ ,.;: ;:, "' -i3 NO. 32014 Fi \i EXP. 12/31/16 ~ * * J'ql, C/V\\. fl.-~'< <' OF CAll~c::J C O N S U L T A'N T S 2710 Loker Avenue West Suite 100 Carlsbad, Col!fornia 92010 760-931-7700 Fax: 760-9.31-8680 ODoyConsul tan ts.com Civil Engineering Planning Processing Surveying DESIGNED BY: N.F./K.H. DRAWN BY: T.G./G.M. PROJECT MGR,: G.O. DATE: FEB. 2013 SCALE: 1 • = 40' JOB NO.: 10-1307 . "AS-BUILT" /2, f:<.!-,r-(I (A~ A/Ot/, r., f:&.2 GE~OD f-----------------1 P.E. 32014 EXP. /?/,?5//,g DATE REViy,"ED JY/J, /J ! .. h,~e;,t---c.f Oci-DATE:5'/~/LL &uni.1-u.. ~ 2/22/2:i GEQRq O'DAY RCE: 7 3zoj4 rNsPECTOR DATE ------='-'-'-__._ ____________ ....,;....,; _ __, ENGINEER OF WORK: BENCHMARK DESCRIPTION: 2.5" DISC STAMPED 'CLSB-105, l.S. 62/5" LOCATION: IN NORTHEAST CORNER OF CANNON RO. 8RIOCF 0 !/FR AGUA HEO/ONOA CREEK, 120 FEET SOUTHWEST OF El CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.4/0 M.S.l. DAl\JM: NGVO /929 DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL G:\1□1J07\1007'MJ2.D'IIG May 27, 2015 2:01pm Xnfs; 1007WI; Hl07\'/ILY; 1007WPRO; \007AIP01; 1007AUfL7; l007WMAP: 1007AMA?; 1007AN; lQO?WSlR; 1007'/IUTL; 1007BMAP DATE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL c.o.P. 11-10 APPROVED BY: /' ? AJ I J , JASON S. GELDERT / I · Y'f~,.,.rlf 6-/6-U,J S ENGINEERING MMAGER RCE 63912 EXP. 09/30/16 DA TE DWN BY: __ _ CHKD BY: ..JU'- RVWD BY: -ll&, PROJECT NO. C. T. JJ-03 DRAWING NO. 477-6 I I ~ ' 0 (,I ::e N Cl 0 .i:,. ... (I) .... Ol .... • Ol . __ ._-·., ' □ I) ~ 2 G1 2 C $ 00 m JJ □ I) ~ 2 G1 2 C s OJ m I) □ I) ~ 2 G1 2 C s CIJ m JJ ; -_,, . .,.. ·········1· ,-.--·-.. ~ -T--_ --~ ----··· ,-·· .. , -·--+ ----..... , .. -----· .. r .... 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GRADING PLAN -SEE SHEET No. 15 MEDIAN PLAN -SEE SHEET No. 42 CAUTION II CONTRACTOR TO VERIFY THE EXACT LOCA T!ON OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCT/ON! ~ CITY OF CARLSBAD ISHEETSI 1----+---+--------------1r----+---+--l-----l ~ ENGINEERING DEPARTMENT 96 ~==='-========':::::::::==:::::'====:::::..':::::==== NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR' HORIZONTAL OR VERTICAL SURVEY CONTROL "AS-BUILT" 0 /c,...~ DESIGNED BY: N.F./K.H. DATE: FEB. 2013 U =---DRAWN BY: T.G./G.M. scALE: 1" -40' GE/240RGE"'o·d•1v dL?....,. . PROJECT MGR.: G.0. JOB NO.: 10-1307 IJ>,, f C O N S U L T A N T S 1---------------l P.E. 32014 EXP • ....U::ft'/al. 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Carlsbad, Colifom~~it;2~~g ~~~~~~Jng R~EVI ED BY: ~ ·, ~~ -L Aa~ Fa>, 760-931-8680 ~ (C '(}.f:e# DATE:½/i.'7,0: l · U U.-.... 0DayConsoltants.com GEOR<DE O'DAY I 7T RCE: / 3z6f4 INSPECTOR ,Ut)t,/, 6, t.01 7 DATE DATE BENCHMARK DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS. 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE 0 VER AGUA HEDIONDA CREEK, 120 FEET SOUTH/tEST OF El CAMINO REAL RECORD FROM: R.0.5. NO. 17271 (Pl NO. 105) ELEVATION: 45. 410 M.S.L. DATUM: NGVD 1929 '.' . DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION G:\101307\1007't.1}3D',1G A~r 21, 2015 10:17Qm IMPROYEl,IENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL C.0.P. 11-10 APPROVED BY: /j . () Pf j · JASON S. GELDERT ==---;~~~~ . ,, 6•/6•2o/(. 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EXCA VA TlNC IN THE VICINITY OF HIGH PRESSURE GAS & FUEL LINES. CONTRACTOR TO COORDINATE 117TH JORDAN NEUNER FROM KINDER MORGAN AT (310) 628-1350 AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF WORK NEAR FUEL LINES 447 I O D [OR PUBLIC ORA/NAG[ P[R FINAL - I l II I: ! I I \ MAP FOR ,f.T t3-o3 APN )08-0/0--40 ~ PORTION OF PARCEL 2 ·ri A[V 01--/.3 "' T R/WI -17 I ~[il. ... ··-· ·········r·· 446 . ·,- ..r l······· . . ·,--- T ..... .. .... ·r ''},i SY- ,-· ... --f;\L) r •··-~ ·_l --~· :s.::: . ......,. . ~¥=--·· ·-·,··· ..... .,.. .... ··-1······· ... ' . .. ··-·· ·-········,··· · ··-···r·-·· r· ... ,. 445 -·+···. --··-r . .... .,.. .... T -······r····· ' I ® 10' 10' 10' 10' 20' 20' 10' , 10' 10' 10' --·-i-=~!---'-"----r--~~---=---i--=--1--,-e"---f--'"'-,-f----"=--l BAS[L/N[ 6892.3/' RADIUS URV[ CAUTlON !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UT7L/17ES IN THE AELD PRIOR TO CONSTRUCT/ON/ NOTE!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. DETAIL -I 20' TAPER Id' ~ WIDE, PER MODIAED GS-fl NOT TO SCALE '(\<Of ESS / Olk ---4., £ L C4"1/tll0 R.EAL "AS-BUILT" "l GEo"'< ,ff co\ll'< 0-1, (') }'} \j' ~ 1, 0. /~~ DESIGNED BY: N.F./K.H. DATE: FEB. 2013 · . DRAWN BY: T.G./G.M. SCALE: AS SHOWN /-, _ ~ , /l ,/..tl."'-1,L... {y. ,,_,,,...,,,_ ,vov, ,, z.c,,? PROJECT MGR.: G.O. JOB NO.: 10-1307 GEORGE o'IA'/ / V) -0 NO. 32014 Ii; \i EXP. 12/31/16 E} * * o'"iJ: CIVIi-fi-../;>":- f:' or CALlt(J C O N S U L T A N T~S~-1----------------1 P.E. 32014 EXP,_:_ap_~/tt, DATE 2710 Loker Avenue West Suite 100 Corlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODoyConsultan b;;.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: /jtrz_,.,L. ('_j ~ DATE: 'GEORGE~ RCE: DATE SCALE· /" = 40' BENCHMARK DESCRIPTION: 25" DISC STAMPED "CLSB-105, LS. 62/5' LOCATION: IN NORTHEAST CORNER OF CANNON RD. 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CONTRACTOR TO REPAIR EXIST. CURB TO NEAREST JOINT DAMAGED BY TRENCHING • 8' MEDIAN CURB & GUTTER' 8" MEDIAN CURB ,, " " • San Diego Gas & Electric Company (7/}/} Reviewed By:' ~ Date f;-/-/S Coll~'ino Land Management Representative Valid !or 18 months frorn date of signature GRAD/NC PLAN -SEE SHEET No, 8 STORM DRAIN PLAN -SEE SHEET No, ! 7 SURFACE IMPROVEMENT PLAN, REC. WATER PLAN - SEE SHEET No, 26 CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE FIELD PRIOR TO CONSTRUCT/ON! 1----+--+----------1--1---...1---1--_j I sr31E5ET I CITY OF CARLSBAD ~6 ~=='....':::=:::::E:::N:::::G:::IN::::E::E:::::Rl::N:=G::::D::::E:::P::::A::R::::TM:::E:::N::T==:::::.....':~=:::::::::= NOT£!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL "' NO, 32014 1<i ~ EXP. 12/31/16 ~ * * J>"1!, CJV\I. f<c.~'<" (' Op C/ILl'iCJ u DRAWN BY: T.G./G.M. ___ PROJECT MGR.: G,0, DATE: FEB. 2013 SCALE: "3 SHOWN JOB NO.: 10-1307 0 /<,.,.~ DESIGNED BY: N.F./K.H. CONSULTANTS ~------------~ 2710 Loker Aveni.le West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 DOoyConsul tan ts.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: h,,A .. u....-0.... '/1 DATE, 7'h1//r _,.~/h'DAY ·'fv'.J..~ ,,/L__.....:!'..Rc.'C.e'...E:~ • u "AS-BUILT" h, ff I?. cMGf&tftr7, P.E. 32014 EXP. 1e./J1//8 I r DATE DATE BENCHMARK DESCRIPTION: 2.5" DISC STAMPED 'CLSB-105, LS. 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE 01/ER AGUA HEDIONDA CREEK, 120 FEET SOUTHM:ST OF £L CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45. 410 M.S.L. 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JO' !'I/DE, PER MDDIRED CS-II NOT TO SCALE ~1,>-0fESS/0,1( ~ GE '1( <ff~~ Oo <-: /ii '1;;. ~ "' -"' NO. 32014 /ii CONTRACTOR TO COORDINATE WITH JORDAN NEUNER FROM KINDER MORGAN AT (310) 628-7350 AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF WORK NEAR FUEL LINES 0-/~~ "AS-BUILT" DESIGNED BY: N.F./K.H. DATE: FEB. 2013 ,,... ; DRAWN BY: T.G,/G,M, SCALE: AS SHOWN A.--~. ~~---PROJECT MGR.: G.O. JOB NO.: 10-1307 GE~AY 7,_ __ NOii, ' 2.ot 2 I DATE 'ct EXP. 12/31/16 ~ C O N S U L TA N T S 1--------------_j P.E. 3201 EXP. 1~/llJil- 2110 Loker Avenue West Civil Engineering ENGINEER OF WORK: Carlsbad, Californ~~it;2b~g ~~~~~:s1ng ~EV[ ED B(l_Y: ~ * * 0'"1'.r, C/V\\.. ;f,:,'>;- (' or CAL1'<0"' 760-931-7700 Sui-veying I ,,,,. ,. 1 ....-i Fax: 760-931-8680 /"1,. .. /JI/;.,,.. DATE: 1//~?/4-S- ODoyConseltonts.com GEORGl/1 O'DAY ,/ RCE:/ 32'014 NSPECTOR r ~/iv D~ r-·· •' ·····-· --., ,····-·· . ' ..... , ...... . r-·-·-· PLAN -EL CAMINO REAL SCALE· I" = 40' BENCHMARK DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS. 6215' LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE O'IER AGUA HEDIONDA CREEK, 120 FEET SOUTHWEST OF £L CAMINO REAL RECORD FROM: R.O.S. NO. 17211 (PT. NO. 105) ELEVATION: 45. 410 M.S.L DATUM: NGVD 1929 : fC.'C. • ... ... , ·---·· _ ....... . ...... ······-.... , ..... . ............. ,. -•··' f ..• < .:cc ••,•••• ·.cc·,.· ••·•Fe•· :, ~, ~ :.: ~~.~=r:~·:. :; .. --·-·,··--····· ···-• ........... . .... I 'iJ· .. "S· ~ ·t··· -.. ·······---~§ 455 o' 10· 40' 20 so· SCALE: 1" = 40' CENTERLINE DA TA (NO DELTA/BEARING RADIUS LENGTH I N 60'25'37" W 4.88' 2 6 = 16'/6'/5" 2000.09' 567.99' MEDIAN CURB DA TA ~~-r-==--aas=---=-=~----------@ DELTA/BEARING RADIUS LENGTH I N 60'25'37" W 2 t:, = l2'50'55' 2009.09' 3 I 20' TAPER PER DETAIL @ LEFT 4 N 63"45'40" W 5 6 -1310'39' 1991.09' ' SEE DETAIL, SHEET 35 NOT£: 4.88' 450.54' 120.22' 46.04' 457.93' 1. CONTRACTOR TO REPAIR EXIST. CURB TO NEAREST JOINT DAMAGED BY TRENCHING REMARKS 8" MEDIAN CURB & GUTTER' N • • • N 8" MEDIAN CURB • • San Diego Gas & Electric Company ,m-,~· ~() Date S' -/ --/S Colle'en Fino Land Management Representative Valid for 18 months from date of signature GRADING PLAN -SEE SHEET No. 9 STOR/vl DRAIN PLAN -SEE SHEET No. 18 SURFACE 1/v!PROVE/v!ENT PLAN, REC. WATER PLAN - SEE SHEET No. 27 f--t--+-----------+---1--1----l______j '-I S=H3E6=ET=-=I =C=IT=Y==O=F=C=AR::::::::::::=L=S=BAD==-=I ======6=1 ~ ENGINEERING DEPARTMENT DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G:\101307\1007\\·1~6.dwg Apr 24, 2015 I0.24um ~ref,, 1007\'~; 11]07',\'PRO; 1007ATP01; 1007AUTL7; 1007'11\tAP: 1007AMAP: 1007A,'J; 1007'//STR; 1007'/iUTL MEDIAN IMPROVEMENT PLAN FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL C.D.P. 11-10 APPROVED BY: / / // I JASON S. 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NO. 105) ELEVATION: 45. 410 M.S.L DATUM: NGVD /929 DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL G: \101307\100711137 d~g Apr 21. 2015 1CI, . .14um Arefs· IG07'o'II; I007'MU; 1007'1,'PR0; IGQ"/ATPU1: IUUIAUfL7; 11)()7WMAP: I007AMAP; 1C01AtJ; 1007'.'ISrR: 1007W1JTL ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL C.D.P. 11-10 APPROVED BY: /J. U J,j /-:-Hr JASON S. GELDERT -~--_),~~-~~'•'.:.,'.'':__ ___ 6' /6, ZOJ S ENGINEERING MANAGER RCE 63912 EXP. 09.130116 DATE DWN BY:-~- CHKD BY: ..lCf. RVWD BY: JI)/.., PROJECT NO, C. T. 13 OJ DRAWING NO, 477 6 • i I 1 I '' . • .i ! . ' ·I l I ' . I ' ' ,,. I I I I ' • Cl w :l .... Cl 0 ,i:,. ....... 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ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. -. CONSULTA'NTS 2710 Loker Avenue West Suite 100 Carlsbad, Collfomia 92010 760-931-7700 Fox: 760-931-8680 ODayConsultan ls.com Civil Engineering Planning Processing Surveying DESlGNED BY: N.F./K.H. DRAWN BY: T.G./G,M. PROJECT MGR.: G.O. DATE: FEB. 2013 "AS-BUILT" SCALE: AS SHOWN JOB NO.: 10-1307 f---------------------1 P.E. 32014 ENGINEER OF WORK: -j;}, "' ., /" l 1/2,.u., GEORGI!' Q'DAY ,I -, DATE: f' /2,W,£_ RCE:' 32014 R~EDBY: -~d.. (NSPECTOR ._A/IJV. ~ (. 0 , 2-, DATE z./12..[t 8 DATE BENCHMARK DESCRIPTION: 2.5" DISC STAMPED ·asB-105, L.S. 62/5" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HED/ONDA CREEK, 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: NCVD 1929 DA TE INITIAL OATE INITIAL · OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G: \101307\1007Wl)8.d·~9 A~r 21. 2015 11:07<Jm Ar~is: 1007WI: 1007'MLY: 1007'/iPf.tO: l007ATPOI: 1007AUf!.7: 1007'1-itaAP; 1007AMAP: lG07AN; l0071'6TR: 10D7',~1JTL MEDIAN IMPROVEMENT PLAN FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL c.D.P. 11-10 APPROVED BY:// -n-M J...+J--JASON S. GELDERT '(/14,11,-_/. 1, J, -~ 6 •J6· to1S ENGINEERING M-/(NAGER RCE63912 EXP.09/30I16 DATE OWN BY: CHKD BY: >llk RVWD BY: .£.l1.. PROJECT NO. C.T. !J-OJ DRAWING NO. 477-6 ' . . ! : '. ' " ' • ~ "' :E co Q 0 ... ,s,. u, .., OI .., ' OI 0 Jj ~ 2 (jJ 2 C s [lJ m :JJ 0 :JJ ~ 2 (jJ 2 C s m, m JJ 0 Jj ~ 2 (jJ 2 C s [lJ m :JJ C) :JJ i 2 (jJ 2 C s [lJ m JJ • ····r·· -----" t"_:_:_ .:- ,---t --··· ..... r --··-·-·. ·::··. __ -:[. F------· -,-. ---,- ;. -" . ·-r -+ . ' --·---1 . --· j..: T .:: ·.;-., . ·t ,-·-·· T .. 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DATE: FEB. 2013 SCALE: AS SHOWN JOB NO.: 10---1307 ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2015 O'Day Consultants, Inc. 2710 Loker Avenue West Suite 100 C1Jrlsbod, California 92010 760-931-7700 Fax: 760-931-86B0 ODIJ yCon sul tcmts, com Clvil Engineering Planning Processing Surveying ENGINEER OF WORK: ,):J,_.,,_' , r' _f 1/)..,., GEORGEOO'DAY / DATE: S'/t9/,< RCE: ' 3ZU14 Rl:JBa.~, rflSPECTOR 2/i2./1g DATE . . ·:·:. ·:.-· ::~····· ················~ [l l ---.................. ·.·•.···················~·················~·········· ••.•••••• ;§1~ .. t . 490 .. ··•····· .·· .. · ... · ·•-•····· ·~····· ;;cXI. 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WATER PLAN - SEE SHEET No. 32 SCAL£: I' = 40' t---+---+----------------1--1------+-__j___-1 ~ CITY OF CARLSBAD L..±lJ ENGINEERING DEPARTMENT ~ ~ BENCHMARK DESCRIPTION: 2.5" DISC STAMP£D 'CLSB---105, LS. 62/5" LOCATION: IN NORTHEAST CORNER OF CANNON RO. BR/OGE OVER AGUA HEOIONOA CREEK, /20 FEET S0/JTHM:ST OF El CAMINO REAL RECORD FROM: R.O.S. NO. /121/ (PT. NO. 105) ELEVATION: 45.410 M.S.l. DATUM: NCVO 1929 /1\ DATE INITIAL DA 1£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL G. \101.\07\100/Vl\41.dwg Moy 28, 2015 9;.\i.lom Xrefs: 1007\'d; 1007WILY; 1007WPR0: 1007ATP01; 10071\Ufll; 1007\'iMAP; 1007AMAP; 1007AN; 1007W5/R; 1007\WIL DATE INITIAL CITY APPROVAL MEO/AN IMPROVEMENT PLAN FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA} EL CAMINO REAL c.o.P. 11-10 APPROVED BY: // IJ ~ ,, JASON S. GELDERT C/431,v, ., ,, 6•/6·ZOJ5 ENGINEERING MA~AGER RCE63912 EXP.09I30I16 DATE DWN BY: __ _ CHKD BY: ..)1,f.. RVWD BY: ..IIAL- PROJECT NO. C,T. JJ-03 DRAWING NO. 477 6 ,,- . ' i . . 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SEE CITY OF CARLSBAD STANDARD DRAYrlNG GS-20 FOR ADD/l/ONAL SPECIRCATIONS SCALE: r~,o· EDGE or SIDEWALK DA TA <@ DELTA/BEARING RADIUS LENGTH REMARKS .f L1 21°03'58" 30.00' 1/,0Y M£AND£RING SIDEWALK 2 i:J=5°05'14 11 42.00' ..Y./J' ,, 3 '-11::::37°44'56" 5.00' 3.29' ,, 4 5 6 7 8 9 10 II 12 /,If 14 15 16 17 /8 19 20 21 22 23 24 25 26 27 28 29 '?\\.Of ESS / o-¥1, 0' (j.GE O i, ~ § w '1;, i "' -;; NO. 32014 ffl \i EXP. 12/31/to !;J * * J"'tt, CIV\\. r..*'<' < OF C/ILl<(:J ~046'1211E / /2.65' ,, L1-51Jw,n,:;153" ~O' 5.07' ,, il=J'JS'N." 1/24.00' 1.37' ,, N21'35'13''E'V 9,06' ,, N21'J5'J?:# r,,. 8.68' ,, L1=15°f1 '03" 11ono' 8,2!' ,, S.r:il:4'0911W " 4.97' ,, /S84'06'J5''E 4.00' ,, L1=11°40'4J1' 36.00' ~-i4' ,, . iJ-21'03'58" 36.00' 13.,,,.:. ,, fJ·lO'Ol'Jl" 25.00' 4.37' ,, fJ=81'52'J2" 5.00' 1. 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DATUM: NGVO 1929 ~ CITY OF CARLSBAD ~=====~====;===============================~t====1=====:=====t==== Lill ENGINEERING DEPARTMENT ~ LJ!§__J DATE INITIAL DATE INITIAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G.:\101:m7\1007WIU.dwg May 27, 2015 10:06am Xrefa: I007AN; I007ATP01; 1007WGR0: l007WMAP: l007WS1R; 1007\WTL: 1007Wl PEDESTRIAN RAMP DETAILS ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) OWN BY: __ _ CHKD BY: J!.#- RVWD BY: _11,,~ EL CAMINO REAL c.o.P. 11-10 PROJECT NO. DRAWING NO. C. T. .. !J-03 477-6 ,, I ·~·,-' ' I i I i I I I I I I ' . I I ~ ~ 0 0 " ll 0 C @ . ~ I ·, ,. w 0 ... ID a, 0 JJ ~ 2 (j) z C s: OJ m JJ 0 JJ p ~ 2 (j) 2 C s: OJ m JJ 0 JJ ~ 2 (j) 2 C s: OJ m JJ 0 lJ p CJ ~ == -c:, ~ ,. 2 .... C .... 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ENGINEER OF WORK, AY ·----l-+-+-+-+-+-+,i4-+-+-+--+-+-+-+-+-+--+--+--+-+-' 1----1---1----1---1-----1--+-f-""--·-+-t--f-f-s!li!J-~ ")"i l-+--+-+-+--+-+--+--"i'-l----+1-1-1----~~~ ~ '.it C--+-+-+--+--+--+--+-~ ~- C--1--1-~~-1---+---+--+--+---+--1---+---1-_,____,__ 1---1---l--+--+-- ·-·---·-·----l---+--+-+-~--1-----1--+---+----+-fl---+-+-+-fCl ,.__ ,.__ f-+-.J--+--+--+-+-+--cii-:s,·1---+-+--+---+---+I ~ -----~ --l--+---+---+-----+----+----+---+---+----+C--+--1---+---l---l---+---I -~ t,~-+--+----+---+--1--+-+--'--t-+-+-+--+--+-+-+--~ §:: h.. ,cl ~T<'H 1ST. C. ~O EX/ST. GR. DE fJ (' '' -----C--+-+---+--+--+---+--+--+---+----+-'---+-'kc,1 'P~ ~ oc. TIO. -o. t:. sr:-24 ---- C--+-+--+-+--+---+--+--+-f---l-C---1----+--+-+--f STQRM OR. IN 'V E I/ED AB. ND WEI IN PL CE C--1----1 ---1---1----1 10+00 10+25 10+50 D I . o· ~,w• I 0 I ·-,2.' ~ SCALE: t" = 1 O' '-- \ ' 20' .___ DETAIL 'M' FROM SHEET 31 -CURB RETURNS W/ PEDESTRIAN RAMPS • El CAMINO REA£ 0 --- ·.,,. ... _ -- 4 -- EXIST. R/WJ ' . --rT\ -·--~ ~ " ' \ i ' . ,~~\~ 7====i:1 == -', ·o\ • 0• 1J l .. ·,.. \~~ l ~ 0 " ~6b V,,-; '1 NT,"0 Y AND \ \ \ ,. 73-\ ~ ,~.,,.,_ ,?, ;_s • RIGHT OF E. " 6 " f( ~ [I 'y <9_;--"" • LICENSE AGREEMENT ~73,7 @ pC ~ ., 1 ''13--2014 411.z~t}i£~1,1 ,::~l~~i'. ____ -:;:;,>L~-........,L __ _J ii \I ~1 '°q,,7"";..,,, / o/APRIL 11, 70£ l1"' 711 ~ I ... ~I \\. .1 ~ --- 1 EA~ 6' DIAMETER (PVC SCH 40) I ~l " · / REC WTR SLEEVES W/ END CAPS ---Ir, I I ;;Jj I J6' COVER 01/ER PIPES\ I EA~ 2" DIAMETER (PVC SCH 40) , (' - W/END CAPS \ I / / /8" COi/ER OVER PIP\ \ '"', 1 .,...,.--/ / \lr-t------=··~--:::;-· =::-r-:::___·-11 I 50 / L * -~ SAWCIJT \ ~G~\ ~ \1 ,\\Ii ~~-ll" 1,v.D 2', GRIND & "BERM ANDI AND SAWCIJT LINE I *-! t $) \\ 2" rC 01/ERLA Y l I o· 10· l.iiiiiiiiii51:""""'~iii..iiiiiiiiiiiii•20· _J SCALE: 1" = 10' DETAIL 'I<' FROM SHEET JO {SEE DRIVEWAY PROFILE ABOVE) SCALE: 1•-10' DATE: FEB. 2013 "AS-BUILT" SCALE: AS SHOWN forn.'4,.-U~ 10-1307 NOV. '$ 2017 JOB NO., GEORGE W?AY P .E. 3204 EXP. l~/J~/fl! DATE DATE INITIAL o' 10' 5 SCALE: 1" = 10' AT KELLY ST. INTERSECT/ON SCALE: /"=10' ---._ ...__494+;;;9 fJ 120.65' RT \ !1 (81.JJ TC/ MATCH AX. S,/W \ : fSf/22.91 @ .',tJ. .f5' ffT ~ / a:. J.f rs, rJ''.rc ~ ,, -+; ----... / _.q......__ f.B-(}2,t.23 # )08. ,f.6 1 .r:1.r ,1._"__ $.JS rs I •,., \...__ :tc49~4::r:+ 2,:,:J.i,;, 8~1-,!fJ~I/J'!c'8.,;,.J4!.'_i!Rc!.Tcc·· -,-----__..£_---r>/ ' MATCH EXISTING (80. 91 TC} · ' , ;,; t / j Z,~'§ro.71 :J:~' qr ~ 494+23.8I fJ 99.44' RT j:f Tc80.1I fJ PCR I 4fU+ U g:; (J !J().3§' .~F1 ao. H .rc, 10.0, rs ;.· ,,, , ' , ,, l, 'f">i : 7 \ / ,., .. ~'L. ~\- 20' 494+2l.2J @ 86.27' RT - --80.24 TC fJ 4/4 L _ __ f.Bofl !,UB • Sf.HJ' Rr 8612'1 ,re; ~ 1'l rs. €NB P€9 ,1H,1Q.? .. V f-9f:.t9.88 # B()_Sf' ,'fT .___.___ ' - DETAIL . I I I. t,;f ·· ./ I ., .. - -- • 2 J ,f 5 6 1 8 9 10 II 12 GE OF SIDEWALK DAT, L):::::38°18'52" \ v ·····-/ / -'·.<>I I , .... , •~."'•, ; . ' / ,_\ , ; J0.00 J6.00' J0.00' 24.00' 12.49' 25.10' 19.JJ' J.6J' 10.SJ' 11.84' 2.9J' 18.92' 11.69' \ \ AT TAMARACK ST. INTERSECT/ON SCALE· l"~IO' Lill CITY OF CARLSBAD ~ 4 ENGINEERING DEPARTMENT 6 PEDESTRIAN RAMP DETAILS ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL C.O.P. 11-10 APPROVED BY:-~ 1/j .~If-Ir, -JASON S. ELDERT 6· 6,z,ou ENGINEERING MAi AGER 'RCE63912 EXP.09/30/16 DATE DA TE INITlAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. DATE,~L.!'._ zl1zkt r DAE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: J1,\C, C. T. 13-03 411-6 RVWD BY: ::!IA'-RCE: 32 14 NSPECTOR G:\l01J07\1007Wl44,0WG Moy 27, 2015 9:47,;irn Xrefo: 1oorn1; \007AIP01; 1007AUIL7; 100/WMAP; 100/AMAP; 1007\'/SIR: 1007\'NTL: 1007wgrd; \007WPRQ I . I I u, ~ ~ 8 0 "' I iR 8 D -~ 0 O p : :o C ~ ;~ff:~ :~ :0 (Jl :5 ~ 2 ,r, ·o • !~):;, G) :8 :!lz :i z ~ 2 ,a C '"' :;;:, C '.~ m - i;;qj~ $ '" m ' . :;;; (I). "'U1 ~ OJ I ~,, m z D ~ I .1 I I 0 D l'> ~ 2 G) 2 C $ ' OJ rn D 0 I • 2 G) 2 C $ OJ rn lJ I' I! ' ' i Ii '· 0 D "' Cl ~ "' :e - 0 G,2 ... "' G) IO "" z a, ....i C 0) s aJ m D ,, ' ' I '. ' ' L _ _:_:_' -··-·· ----.. -· .-.------:;;;:-_____,__::-_ --~ -------- ----· \ -----~---------- r~----------___ .. \ CAUTION!! CONTRACTOR TO VERIFY TH£ EXACT LOCATION OF EXISTING UTILITIES IN TH£ R£LD PRIOR TO CONSTRUCTION! NOTE!! ELECTRONIC DA TA RL£S AR£ FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ,, ------~----- \ ··-··-------,. \ ---- '> ~---~ \ \ \\ \ \ \, 4 :,/ ) 4 \ )I A ,. .. (D \~ -\ PROP. R/W --TOP Of SLOPE:-_;;r --- \ \ \ \\ \ \ \ \ CONSTRUCT GUARDRAIL WITH FLARFPER 2010 CAL TRANS RSP AlBA•A!f.D A715 \\ \ \ -\-----\---~-- ' \ \\ \ \\ AP!V _707-/0/-09 \ \\ \ \\ \ \ "AS-BUILT" 0 /<.,..~ DESIGNED BY: N.F./K.H. DATE: FEB. 2013 -t:;;, DRAWN BY: T.G,/G.M. SCALE: f,S SHOWN ~ d~ ---PROJECT MGR.: G.O. JOB NO.: 10-1307 GEORGE~·w= NotJ. ', 1'0 1'.2- c O N S U L T A N T S 1----------------l P.E. 32014 EX ,_j_j,.pj!L DATE 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning RXVI ED BY Carlsbad, California 92010 Processing -a• ~ 760-931-7700 Surveying J-,, //) I/) t4 4-· Fe,, 760-931-8680 .. :c'.c/,fi~:,~.,.._"c-f.!'-'=~L.,{L~l(/'~'f--____cD:'.':A~JE, •1/Js:_ -~• ~ ooo,ccesol\onts.com GEORGE <:!DAY RCE: 32014 INSPECTOR ' ~~;u_ DATE -. --------------- ----------------- -- \ BENCHMARK DESCRIPTION: 25" DISC STAMPED 'CLSB-105, L.S. 62/5' LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIDGE 01/ER AGUA HEDIONDA CREEK, 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O,S. NO. 17211 (Pl NO. 105) ELEVATION: 45.410 M.S.L. DATUM: NGVD 1929 -- --- /7\ DATE INITIAL ENGINEER OF WORK G: \101307\1007W145 dwg Apr 21. 2015 · t: 36pm ' \ . . ' o' 10· 5' 20' SCALE: 1" ~ 10' DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL :irefs: IGO/WJ; 100/WILY: 1001ATPOl,; 10Q7AIJT~?: ICOJW!,!AP; 1007AM.i1P; 1007MJ; 1007WSffl: 1007WUTL; 1007Ngr<J; 10078GRD; 1007c:;ite: 1007BMAP r - DATE INlllAL CITY APPROVAL J 5 45T I San Diego Gas & Electric Company Land Management Representative Valid for 18 months from date of signature CITY OF CARL$BAD Ll§J ENGINEERING DEPARTMENT 6 IMPROVEMENT PLANS FOR: i I ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL C.O.P. 11-10 APPROVED BY: tL I/ I • JASON S. GELDERT "'4,,v/ . ' ,, 6 ·/ I,, 1.e, .s_ , ENGINEERING MA.KfAGER RCE63912 EXP.09/30/16 DATE OWN BY: . PROJECT NO. CHKD BY: · }J:-DRAWING NO. RVWD BY: C. T. JJ-03 477-6 ,p ~ en 0 ... (I) en 0 Il ~ 2 G1 2 C s OJ m :0 0 ~ ~ 2 G1 2 C s OJ m JJ 0 Il ~ 2 G1 2 C s OJ m :0 0 c~ :e § C, 2 ~ G1 ::lz 'C en S OJ m JJ . ~-----------------------~ -- / ------11 / \ \; "-'/I I I ---.......J #4 @ 12 0 C (H) - OUTSIDE FACE -- 30" #5 x] 30" @ 8" O.C. TYP. AT ALL CORNERS MANHOLE FRAME AND COVER AND RISER, SEE CIVIL PLANS #6 @ 8" 0.C. (V) \ INSIDE FACE, TYP. \ 't:-s-r.;;;;+..:;\=;::. ::+,=t::;;;;;;;;;;;:;;;;;t,:~✓,;;;;;,iV -#4 @ CORNERS, TYP. F.G. ·-I DRAINAGE PIPES__/ "=======1=+1==1=1 PER CIVIL I ___.--#6 @ 4 O.C. (V) ·. I ~ INSIDE FACE, FULL ~ HEIGHT BETWEEN ,,-_..~, PIPES, TYP. cE. \ \ EA. FACE @-~ (2) #6 4" o.c. OPENING ABOVE PIPE s ' ~ 8 o.c. #6 @ TOP FACE (H)_/ - . cu-~ . 1· ~~ X ,...~ ~ / '-/ ~ V I \ ', ~ / / ~ / . , .... ', ', A / ·~-~-- V -~ ./. / V \ \ 12" 2 ( ) # 4 BARS T&B AT EDGE OF OPENING • 0 I -~ . ) / '-/ .... /~ -~ / I \ .... '- V ', ~~~ ~ / ~ / . ''yu NOTE: SEE SAN DIEGO REGIONAL STANDARD DRAWINGS D-9, D-11A & D-11 B FOR ANY ADDITIIONAL INFORMATION NOT SHOWN. #4 @ 8 0 C (H) . . TOP FACE 8" 0.C. TYP. //4 O 12 O.C. (L) #6 @ 8 O.C. (H) EA. FACE, TYP. BOTTOM FACE 42" #6 X 7~@ G I ';\ / l>< ,.__ ~ - . ' \ .12" ~ "'v #6 @ 8" 0 .C. (V) E, TYP. INSIDE FAC ~#4@8 OUTSIDE , /B\ 0.C. (V) FACE ~ ~ y #4 @ 12 O.C. (H) TYP. EA. FACE, VERT. lNS IDE AND FACE BARS AT 4" O.C. N AT SIDES OPENINGS OUTSID_E SPACED AS SHOW OF PIPE ,. @ 8" O.C. TYP.i \ #6 x-~ L #4 AROUND OPENING EA. FACE, TYP. " L #4 @ 8 o.c. ~~c\ ~{Y NOTE: PIPES NOT SHOWN A MODIFIED TYPE "A" C.O. AT STA 482+26.95 & 481 +25 .. 45 TOP PLAN S-1 SCALE: 1/2" = 1'-0" CAUTION ii CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TD BE USED FDR HORIZONTAL OR VER!lCAL SURVEY CONTROL. Orie2 Engineering Strw,·tuwl and-Bridgo EnginOers DESIGNED BY: ~-J=LO~-DATE: JAN. 2014 DRAWN BY: JLO SCALE: AS SHOWN ~750 Miriwar R,qa_d, Sujte.310 t-----------------; san Diego, CA s212e E_NG_INEER OF WORK:. QJ.R;J.a DATE: 1/12/15 OONAW ORIE /c'\ y 12" !•xii 12" (X=4'-o'', Y=13'-6", Z=6'-o") (DEPTH = 47' -0") PLAN VIEW B MODIFIED CO SECTION A-A S-1 SCALE: 1/2" = 1'-0" '_A_-_ -"' DESIGNED BY: N.F./K.H. ~r"J DRAWN BY: T.G./G.M. -~~~~~~~,k~~-PROJECT MGR.; G.O. ~c_o~-~N~S~U~L_T~A~N_T~S~- 2710 Loks:r Avenue West 51.)it,e 100 Carlsbad, California 92010 760-9,31-77-0Q Fax; 760-931-8680 ODq:yC: cm3U I fonts.corn Civil -Engineering Plonning Processing Swrv~jlng ENGINEER OF WORK: DATE: FEB. 2013 SCALE: Ki SHOWN JOB NO.: 10-1307 42" DATE INITIAL ENGINEER OF WORK /1\, (X=4'-o", Y=13'-6", Z=6'-o") (DEPTH = 47'-0") SECTION VIEW C MODIFIED CO SECTION 8-8 S-1 SCALE: 1/2" = 1 '-0" DATE INITIAl REVISION DESCRIPTION OTHER APPROVAL ....---,--- ------------ "AS BUILT" RCE EXP DATE R1:l_~,~ INSPECTOR z/2 i &8'. 1 DATE ~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 6 -. IMPROV£M£NT PLANS FOR: ROBERTSON RANCH WEST VILLAGE {RANCHO COSTERA) ~L CAMINO REAL C.O.P. tt-10 APPROVED 8Y:/, f, Jr, i JASON S. GELDERT I • 6 ' l.6 'Z.Q l <,._ ENGINEERING MAM'AGER RCEo3912 EXP.09/30/16 DATE DWN BY: -[I PROJ::CT NO. DRAWING NO, DATE INITIAL CHKD BY:~ CITY APPROVAL RVWD BY: C. T. 13-03 477-6 u, ,, ,'! 0 1~8 '"" oo ~ ~c 5 '.B~ i ~ en m • • 0,, i~z ~e~ •<x ,i! Wo ~ 93 7J ,E \Jl [TI mm !I~~ ! z : rn ii sl ,.. I I lj I ;1 !I l I ' 'I u, " ,., ... 8 I 0 ! JJ :u , mo '""" Do g "c ~~@ •W • < m • • ;;: ):,, • ~z ~zW ,C< •<I a 00 o ;:; fl1 ·o ~ ~rn "' (il s Im; IR I sl " I I I I I I a \, ' ;, ' ' ' 0 .s,.~ OI C:, 0 ... '.s,. u, ..... OI ~ OI 0 I z (jJ z C s OJ m lJ 0 lJ ~ z (jJ z C s OJ m lJ 0 lJ )> ~ z (jJ z C s OJ m lJ 0 lJ l> ~ 2 (jJ z C s OJ m lJ #4 @ 18" 0.C. (H) tA. FACE #5xJ @ 12'' O.C. (V) 2' CLR. #4x ~ 12" O.C, (V) ~____,., 1 1 /2" CLR. ' 0 1'-t' I . ~ #4 @ 12" o.c. ( 4) #4 T&B 11-7'_1 ~ ':l" '-' 0 • "' 0 1 o" 1'-7'1 8 WINGWALL SECTION • r PARAPU AND RE.INFORCING PER SD COUNT'/ REGIONAL STANDARD DRAWING D-61 B • • • • . . ~ BOX CULVERT • SEE CIVIL DRAWINGS E PARAPET SECTION s-SCALE: 1 c1/2" = 1 '-0" CAUTION l! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN Tf/E FIELD PRIOR TO CONSTRUCTION! NOTE!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY ANO ARE NOT ro BE USED FOR f/ORIZONTAL OR VERTICAL 5VRVEY CONTROL . (0 b I . ~ 36" RCP PER CIVIL ' #4 ABOVE OPENING AT EA. FACE, TYP. TYP. DOUBLE CELL BOX CULVERT, SEE CIVIL DRAWINGS HEADWALL WINGWALL FRONT ELEVATION SCALE: 1/2" " 1 '-0" 42" RCP PER CIVIL 42" RCP PER CIVIL #4 AT CORNERS AT EA. FACE AT LARGE OPENINGS SEE "RE'.INFORCING AT CORNERS" TYP. --.· ·-· ---· ----~--·· --~--~~--· -.-.-. -.. --~- 4" 1YP. " (2) #5.J AT BACKFACE ON EA SIDE OF PIPE OPENING, TYP. IN ADDITION TO REBAR SHOWN IN WALL SECTION REINFORCING STEEL: 1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE C.B.C., AND THE "MANUAL OF STANDARD PRAC1ICE" BY THE C.R.S.I. OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. 2. REINFORCING BAR9 SHALL CONFORM TO A.S.T.M. A-615, DEFORMED GRADE 60, EXCEPT #3 BARS MAY BE GRADE 40. REINFORCING BARS THAT ARE TO BE WELDED SHALL CONFORM TO A.S.T.M. A-706, DEFORMED GRADE 60. FOR DRAINAGE BEHIND 3. WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH A.S.T.M. A-706 WITH LOW HYDROGEN ELECTRODES AND SHALL CONFORM TO U.B.C. STANDARD 19-1 AND STRUCTURAL WELDING CODE REINFORCING STEEL BY A.N.S.L / A.W.S. D1 .4. MINIMUM TENSILE STRENGTH OF WELD METAL SHALL BE 90 K.S.I. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. WALL SEEW.C w • 7 0 I WATERPROOFING --- AND PROTECTION BOARD i FINISH GRADE COMPACTED FILL PER GEOTECH REPORT 30" RETAINING WALL --------3/4" TO 1-1/2" CLEAN GRAVEL #4x°~• O.C. (H) EA. FACE Qri(::2 Engineering 9iruciural am/ /Jri,;/gQ, Eng/news C s- --,--1-1·-• . .,. ·, :· •--1'-0" MIN ····••·-_ ,._ -__,.----FILTER FABRIC ENVELOPE , .. ~ (SEE SPECIFICATIONS) 4"¢ (MIN) PERFORATED PVC PIPE ORIENTATED DOWN MIN 1.% GRADIENT TO OUTLET PER CIVIL PLANS SPREAD FOOTING COMPETENT MATERIAL AS EVALUATED BY GEOTECHNICAL CONSULTANT WINGWALL DRAINAGE DETAIL SCALE: N.T.S. D REINFORCING AT CORNERS S-SCALE: 1-1/2" = 1'-0" DESIGNED BY: -'J"-'LO.___ DATE: JAN. 2014 0 /~~ DESIGNED BY: N.F./K.H. DATE: FEB, 2013 $CALE: AS SHOWN JOB NO.: 10-1307 DRAWN BY: ,JLO SCALE: AS 0SHOWN . (;,I, DRAWN BY: T.G./G.M. . · .. . ~~-PROJECT l:,IGR.: G.O. a75o Mirams,ir,R,oa_d, Suite.~10 1-------~---~---I G:an Diel,;lo, CAi:121.26 ENGINEER OF WORK: C O N S U L T A N T S 1-----------------1 C!vfl Engineering Planning Processing Surveying ENGINEER OF WORK: • DATE /{>. INITIAL 4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, UNLESS OTHERWISE PERMITTED BY THE BUILDING OFFICIAL. 5. WELDED WIRE FABRIC SHALL CONFORM TO A.S.T,M. A-185, AND SHALL BE LAPPED 1 SPACES AND 12" MINIMUM. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE LAPPED WITH THE SAME GRADE, SIZE, SPACING AND NUMBER AS THE VERTICAL REINFORCEMENT, RESPECTIVELY. 7. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. 8. ALL VERTICAL REINFORCING SHALL BE CONTINUOUS BETWEEN TWO LEVELS, UNLESS NOTED OTHERWISE. 9. SLAB ON GRADE REINFORCING SHALL BE POSITION AT MID-DEPTH, UNLESS NOTED OTHERWISE . 10. PROVIDE #3 SPACER TIES AT 2'-6" ON CENTER IN ALL BEAMS AND FOOllNGS ro SECURE REINFORCING BARS IN PLACE, U,O,N. 11. ALL REBAR SIZES ON THESE DRAWINGS ARE IN POUND -INCH UNITS. SE;E TABLE FOR METRIC EQUIVALENT. 12. PIPING AND CONDUIT SHALL BE SO FABRICATED AND INSTALLED THAT CUTTING, BENDING, OR DISPLACEMENT OF REINFORCEMENT FROM IIS PROPER LOCATION WILL NOT BE REQUIRED. A.C.I. #6.3.12 POUND ~ INCH #3 #4 #5 #6 #7 #10 #11 #14 #18 BAR SIZE #8 #9 DESIGNATION METR.IC BAR SIZE M10 M13 M16 M19 M22 M25 M29 M32 M36 M43 M57 DESIGNATION "AS BUILT" RC[ EXP DATE R= BY: Cla . '-;J' ',fu INSPECTOR z./,z~~ 'DA LIL] CITY OF CARLSBAD ~ 7 ENG\NEERIN.G DEPARTMENT 6 /t,fPRO',EM£NT PLANS FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL C.O.P. 11-10 APPROVED BY: / /_ r1~ 1 JASON g, /t LDERT ./, r/f, • ·2,l)IS. ' ENGINEERING MMAGER RCE63912 EXP.09I3Q/16 DAlE OWN BY: I PROJECT NO. DRAWING NO. OAU: INITIAL OATE INITIAl )• fil QJJ./J.a DONALD ORIE DATE: 1/12/1~ 21'10 Loker Avenue West Suite 100 Corlsbod, Californ•to 92010 760-931-7700 fox: 760-931-86SO QDayCqn:,1.11 ton.ts.com DATE; RCE: cNCINEER OF WORK REVISION DESCRIPTION CHKD BY: OTHER APPROVAL CITY APPROVAL RVWO BY: ~ C. T. 13 OJ 477-6 ~-~14----..-......... 12,,.,. ,.,_ 0 JJ ~ z GJ z C s OJ m JJ D JJ ~ z GJ z C: s OJ m JJ D JJ J:, ~ 2 GJ z C: s IJJ m D CAUTION ff CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE AELO PRIOR TO CONSTRUCTION! NOTE ff ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ~\'.afESS / O;j( # ~a\'.GE Oo,/1< «:: ;.c; "" ~ er, -NO. 32014 z c., en 'ii EXP. 12/31/14 E,J * * J'°'1); CIVIL fie.-%'<' c OF CALI<() ,q,/~~' N.F./K.H. DESIGNED BY: DRAWN BY: T.G.iG.M. PROJECT MGR.: G.O. s 2710 ·Loker A\Jenue West Civil Engineering ENGINEER OF WORK: Suite 100 Plon11ing Corlsbqd, Coliforoio 92010 Processing 760-931-7700 Surveying /2.t,•. "'-[) 'IJ-.u Fox: 760-931-8680 ODoyConsul tan ts.com 'GEORGE ~'DAY f THIS SHEET INTENTIONALLY LEFT BLANK DATE: FEB. 2013 SCALE: 1" -40' . JOB NO.: 10-1307 DATE: ~/4¼5 RCE: 3 14 ' --------------~ ''-'"±:::-, j ~, ·. Ii II 11 "1 1----t---+---------------+-----+----+--jf---j ~ crrN!NEg[G £~~PAD Ll§J /j\ DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G:\10l.J07\\Q071'1146.<lwg Nov OJ, 2014 11:Jlom Xrefs: \Q07AIP01; 1007omop; 1007WMAP; 1007AUJL7; l007w5tr; 1007'MJTL; 1007·~i; l007WGRD; 1007W -RelWoll H; 1007BGRD RETAINING WALL PRORLES FOR: ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EL CAMINO REAL c.o.P. 11-10 APPROVED BY:// (} 4{ J ,..J.,/-r JASON S. GELDERT ,_4a4w,) ~ 6·L6•U>t> ENGINEERING MY AGER RCE 63912 EXP. 09/30/16 DATE DWN BY: -~-PROJECT NO. DRAWING NO. CHKD BY: ,,,JW'-'~~-R\/WD BY: ]1.f C. T. 13-03 477-6 I I II ' ·;1 ___ l 0 :a ~ 2 G1 2 c:: $ co 93 0 :a ~ 2 G1 2 C $ co m :a D JJ ~ 2 G1 2 C $ co m :a TRAFFIC SIGNAL GENERAL NOTES (SHEET 52 TO 55) 1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY ALL JOB SITE CONDITIONS. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. 3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL BOX COVERS SHALL BE MARKED WITH TRAFFIC SIGNAL. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SPACING SHALL BE 200'. 4. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED. 5. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3• CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3" CONDUIT STUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTURE USE. 6, ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATES. ALL RED, YELLOW, GREEN AND PEDESTRIAN SIGNAL INDICATIONS SHALL BE L.E.D. 7. PEDESTRIAN HEADS AND PUSH BUTTON SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE 16"X18' L.E.D. COUNTDOWN INDICATIONS AND SHALL FEATURE "INCANDESCENT LOOK". PEDESTRIAN PUSH BUTTONS SHALL BE 2" ADA. 8. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OP TRAFFIC STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND TRAFFIC SIGNING SHOWN ON THIS PLAN. 1 O. THE CONTRACTOR SHALL OBTAIN ,APPROVAL OF THE CITY ENGINEER OR THEIR REPRESENTATIVE FOR THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALLATION. . 11. SIGN PANELS FOR THE NON-ILLUMINATED STREET NAME SIGNS SHALL BE FABRICATED USING TYPE IX PRISMATIC LENS SHEETING (DIAMOND-GRADE VIP OR EQUIVALENT) AND SHALL NOT EXCEED 6" (WIDTH) AND 18" (HEIGHT) UNLESS OTHERWISE APPROVED. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING. STOP SIGNS, "STOP AHEAD" LEGENDS, "SIGNAL AHEAD" SIGNS AND LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNAL IS ENERGIZED. 13. THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY THE CITY ENGINEER. 14. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS. 15. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. 17. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. 18. TESTING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE ACCOMPLISHED AT A FACILITY DESIGNATED BY THE CITY OF CARLSBAD. THE CONTRACTOR SHALL DELIVER AND PICK-UP EQUIPMENT. 19. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERATION. 20. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING WITH SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS. 21. ALL SAL,VAGED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 22. SAFETY LIGHTING SHALL BE 20,600 PUPIL LUMEN HIGH EFFICIENCY INDUCTION LIGHTING. THE INDUCTION LAMP SHALL BE 150W, FEATURE A COLOR TEMPERATURE OF 5,000K AND BE RATED AT 100,000 HOURS (US LIGHTING TECH JERSEY SERIES AH-120V/277V-150W-5K-FG). LUMINAIRE SHALL HAVE A TYPE IV P.E.C. 23. ALL NEW LOOP DETECTORS TO BE TYPE "E". LOOP DETECTORS SHALL BE 6' DIAMETER WITH 1 O' SPACING AND POSITIONED IN CENTER OF LANE UNLESS OTHERWISE SHOWN. LOOPS SHALL HAVE THREE (3) TURNS. LOOPS SHALL BE SEALED USING HOT-MELT RUBBERIZED ASPHALT SEALANT PER CALTRANS SPECIFICATIONS. SEE CALTRANS STANDARD PLANS ES-S14 AND ES-3B FOR DETECTOR DETAILS. SIGNING AND STRIPING • GENERAL NOTES (SHEET 50 TO 51) 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), CALTRANS STANDARD SPECIFICATIONS (LATEST VERSION), THESE PLANS AND THE SPECIAL PROVISIONS. . 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF.THE TRANSPORTATION DIRECTOR OR HIS REPRESE;NTATIVE, PRIOR TO INSTALLATION. ,- 4. ANY DEVIATION FROM THIS SIGNING AND STRIPING PLAN SHALL BE APPROVED BY THE ENGINEER OF WORK AND TRANSPORTATION DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. . 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER ASTM. DESIGNATION D4956. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE TYPE IV ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF !STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE TRANSPORTATION DIRECTOR OR HIS REPRE.SENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS ANVE PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 1 O' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. BIKE LANE LEGENDS SHALL BE PAINTED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALIFORNIA MUTCD AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES SHALL BE PAINTED YELLOW. • • • • --·--- @ □@~□~@ &~@ @vOOD~D~@ LfOO&CsCsD© @ □@~&[1 D~~OO@W[§~[§~u@ [?@00 [§[1 ©&~□~@ 00§&[1/@&~~@~ 00@&@ §[1 ©&~□~@ 00§&[1/[10@& @LfOO§§Lf [§[1 ©&~□~@ ~[§8[1/~§[1[1 Yi @OODW§ §[1 ©&~□~@ 00§&[1/Lf &~&OO&©~ &W§~M§ CITY OF OCEANSIDE HIGHWAY PROJECT LOCATION PACIFIC OCEAN AVE CITY OF ENCINITAS VICINITY MAP NOT TO SCALE 'iJ @ @ 'l (;) BB @: B--, 0 ta! 0 uS £ BB W UOf FOR 60U5fRUOflOU 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. R.C.E. 43595 DATE LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (858)300-8800 (858)300-8810 (FX) LLG 3-106405, 1 N0TES-6405,0WG 4/10/15 Designed By: JPK Drawn By: DYS Checked By: JPK 8/30/17 LLG 11\AS·BUILT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION . ·---· ~-~.~--.._!.---.l-..--j.:.,,.-,._7 WORK TO BE DONE (SHEETS 50 TO 74) THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: SPECIAL NOTE: CONTRACTOR MUST NOTIFY THE BELOW LISTED AGENCY AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION: UNDERGROUND SERVICE ALERT (USA) 1-800-422-4133 SHEET INDEX: SHEET 49: NOTES SHEET , SHEET 50: SIGNING AND STRIPING PLAN (TAMARACK AVE TO CANNON ROADl SHEET 51: SIGNING AND STRIPING PLAN (TAMAIRACK AVE TO CANNON ROAD SHEET 52: TRAFFIC SIGNAL MODIFICATION PLAN !EL CAMINO REAL/CANNON ROAD) SHEET 53: TRAFFIC SIGNAL MODIFICATION PLAN EL CAMINO REAL/LISA STREET) SHEET 54: TRAFFIC SIGNAL MODIFICATION PLAN EL CAMINO REAL/KELLY DRIVE'.) SHEET 55: TRAFFIC SIGNAL MODIFICATION PLAN EL CAMINO REAL/TAMAIRACK AVENUE) SHEETS 56-74: TRAFFIC CONTROL PLANS (EL CAMINO REAL) STANDARD SPECIFICATIONS: 1. THE CITY OF CARLSBAD SPECIAL PROVISIONS 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2009 EDITION) 3. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS (MAY 2006) 4. THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2014) 5. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS (MAY 2006) LEGEND (SHEETS 52 TO 55) \l:2J/ '0-1 Li wil c:J □ □ u - TURN CONTROL SIGN EMERGENCY VEHICLE DETECTOR EXISTING CONTROLLER CABINET PROPOSED CONTROLLER CAIBINET EXISTING METER PEDESTAL PROPOSED METER PEDESTAL EXISTING PULL BOX TO BE REMOVED EXISTING PULL BOX PROPOSED PULL BOX EXISTING VIDEO CAMERA PROPOSED VIDEO CAMERA PROPOSED VIDEO DETECTION ZONE EXISTING REFLECTIVE STREET NAME SIGN PROPOSED REFLECTIVE STREET NAME SIGN -EXISTING INTERNALL ILLUMINATED STREET NAME SIGN -PROPOSED INTERNALLY ILLUMINATED STREET NAME SIGN ---EXISTING CONDUIT TO BE AIBANDONED ---1-♦ EXISTING VEHICULAR TRAFFIC SIGNAL HEAD TO BE SALVAGED I .. PROPOSED VEHICULAR TRAFFIC SIGNAL HEAD DJ ~ ~ §1 ~ ~ ~ PEDESTRIAN HEAD ABANDON CONDUIT TO EXISTING PULL BOX FOUNDATION TO BE ABANDONED EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR REMOVE AND SALVAGE EQUIPMENT RELOCATE PROPERTY "AS BUILT" aP, , _J1_~/.!..L R'l ±3595 (/EXP.11.J31t/B DATE R~DBda z/J2,i1 g ; ·, ~ . ' INSPECTOR OATE ~ CITY OF CARLSBAD UL] 9 ENGINEERING DEPARTMENT '2 Notes Sheet for: . EL CAMINO REAL • C.T. /J-OJ APPROVED BY: (/_, ,, !t1 JASON S. GELDERT , 6:L6: 2.bJC --ENGINEERING lt(ANAGER RCE 63912 EXP.09/30/16 DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: J Lft C. T. 13-03 477-6 OTHER APPROVAL CITY APPROVAL RVWD BY: ,l!.f: '·~ ! I ' I ' ' i 'I ' . I i .. , .s,. U) 0 ... U) O') 0 :0 ~ -z ljJ z C s: to '.B 0 :0 ~ z ljJ z C s to m :0 0 :0 ~ 2 ljJ z C s C!l '.B □ :0 a~ :e -~2 .s,. Q ,-iZ '-IC O'IS Ill m :0 NOTE FOR SIGNING ANO STRIPING GENERAL NOTES ANO LEGENO, SEE SHEET 49. DETAIL 39, 540 L.F. DETAIL 39, 540 L.F. DETAIL 12, 540 L.F. DETAIL 12, 540 L.F. p.,/VI I CONSTRUCTION NOTES (THIS SHEET ONLY) OJ INSTALL TYPE I BARRICADE WITH TWO R9-3 SIGNS PER CALTRANS STANDARD ES-7P. DETAIL 38A, 190 L.F. DETAIL 39, 190 L.F. DETAIL 39, 190 L.F, 4" WHITE DIAGONAL STRIPE @ 40' O.C, R/W SIGNS (THIS SHEET ONLY) ◊OM1-3 ~R1-1 SPEED LIMIT R2-1 (55) 55 ~R3-2 RIGHT LANE MUST R3-7(RT) TURN RIGHT ® R7-9o BIKE LANE ® R7-9a (§:/0 (MOD) Bl<E LANE ~R9-3a TRUCK ROUTE t.. R14-1(MOD} BEGIN W2-2 W3-3 W53(CA) BEGIN Rllilff 1lfflN 1M: RIGHT LANE MUST TURN. RIGHT . RIGHT TURN LANE R4-4 " • '!lEIJ) TO IIKES R4-4 Rl 8-1 (CA) YIELD TO BIKES [!Z]R4-7 DETAIL 39A, 110 L.F. DETAIL 39, 190 L.F. ~W3-3 OETAIL 38, 50 L.F. ~R2-1(55) -- DETAIL 22, 1 00 L. F .:,,._-\ \ 10 LEGEND (SHEETS 50 TO 51) :: .• _ _.-_ _..::{EXISTING STRIPING TO BE REMOVED " ___ {EXISTING STRIPING EXISTING DELINEATOR TO BE REMOVED EXISTING ROADSIOE SIGN EXISTING PAVEMENT LEGEND ---= tROPOSED STRIPING PROPOSED ROADSIDE SIGN 14' j :.'._ 3' 11' 11' ~OM1-3 ~00~8:,0lnJO~&~ ►~Q=F FSA OOf4SfRtJOf10f4 DECLARATION OF RESPONSIBLE CHARGE INSTALL TYPE IV(L) PAVEMENT ARROW AS INDICATED INSTALL TYPE IV(R) PAVEMENT ARROW AS INDICATED INSTALL TYPE Vll(R) PAVEMENT ARROW AS INDICATED INSTALL TYPE Vlll(MOD) PAVEMENT ARROW AS INDICATED 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 COOE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. DETAIL 12, 680 L.F. DETAIL 39, 670 L.F. LEGEND CONJINVEP; ~ INSTALL "AHEAD" PAVEMENT LEGEND AS INDICATED I t lij[ ill[ §I ~ ~ SNS @ INSTALL "SIGNAL" PAVEMENT LEGEND AS INDICATED INSTALL BIKE LANE PAVEMENT ARROW AS INDICATED INSTALL "LANE" PAVEMENT LEGEND AS INDICATED INSTALL "BIKE" PAVEMENT LEGEND AS INDICATED REMOVE CONFLICTING EXISTING STRIPING BY GRINDING. ALL DEBRIS SHALL BE REMOVED BY THE END OF EACH WORK DAY. REMOVE AND SALVAGE RELOCATE STREET NAME SIGN TRAFFIC SIGNAL 40 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. LINSCOTT LAW & GREENSPAN LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 0 BEFAil 38,1,, 269 L.F. DETAIL 38, 250 L.F. DETAIL 12, 1145 L.F. DETAIL 12, 1145 L.F. 40 60 engineers San Diego, Ca 92111 (858)300-8800 (858)300-8810 (FX) e1,01l LLG tl\A5-6UtLT r, R.C.E. 43595 DATE LLG 3-116405.1 STRl-6405.DWG 4/10/15 Designed By: JPK Drawn By: DVS Checked By: JPK DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I 80 100 DATE INITIAL OTHER APPROVAL DATE R14-1 R7-9a(MOD) ~ 0 JI/!, 14-1(MODi) \ I ::;o 0 \ l \O~ I 112J. -'E:i z ii'~o· 12' 12' !:ii 0 I \ I' \ z SS-1 "AS BUILT" ' ~/I~>, 12{13[18 ~~ 4359~ EXP 12/31 / 18 DATE ~DJd ;1d. TOR 2/2z,/4.$_ DATE CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CANNON ROAD SIGNING AND STRIPING . C.T. /J-OJ APPROVED BY:/J~l' '3 ,_ JASON S. GELDERT .. 6.:. TL,,, Al ENGINEERING t.H.NAGER RCE 63912 EXP.09/30/16 DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. CITY APPROVAL CHKD BY: -l~ RVWD BY: :) C. T. 13-03· 477-6 · ---.,_, 0-.,.! ,, I D D i z G) z C: s. OJ m ' D ' ' ' ' "---__ ,- ' I! DETAIL 12, 65 L.F. DETAIL 39A, 65 L.F. DETAIL 12, 65 L.F. DETAIL 38, 65 L.F. DETAIL 12, 65 L.F. SIGNS (THIS SHEET ONLY) SPEED LIMIT 55 R2-1(55) RIGHT LANE MUST TURN RIGHT BEGIN RIGlff 11JRIHN£ .. YIELD lQ BIKES R3-7(RT) R4-4 ® R7-9a BIKE LANE ® R7-9a ~ (MOD) BlKE L>NE [ffiR9-3a ~RH ra'J,a,(s)(c,) [OVER_ TONS]R20D-1(CA) I~ I \D't'c.J RB 1 ( CA) BIKE L>NE W3-3 WB-'-5 ISUPPERYl WB-1 Oo ~ --------·---------------~------------------ DETAIL 38a, 275 L.f. I I T" I 16' 12' 12' ·-"" 12' E?iOO~&Bf!XlBl1i:l&OOW~ t4O:r F0R OOt4SfRl:16flOt4 U' ~ 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. R.C,E. 43595 DATE GR "" ---" IGRI 415 L.F. NOTE FOR SIGNING AND STRIPING GENERAL NOTES AND LEGEND, SEE SHEET 49. LINSCOTT LAW& GREENSPAN LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 engineers San Diego, Ca 92111 (858)300-8800 LLG 3-116405. 1 STR2-640_5.DWG Designed By: JPK Drawn By: DVS (858)300-8810 (FX) 4/10/15 Checked By: JPK 40 ~R3-7(RT) R26(S)(CA) ---- ---- -- ---- -------- -------- 100 ---- DETAIL 39A, 200 L.F. DETAIL 12, 200 L.F. DETAIL 12, 200 L.F. DETAIL 38, 200 L.f. 4" WHITE DIAGONAL STRIPE O 40' O.C. CONSTRUCTION NOTES (THIS SHEET ONLY) [j] INSTALL TYPE I BARRICADE WITH TWO R9-3 SIGNS PER CALTRANS STANDARD ES-7P. ---- --_... \'\1 "1' ------ RL R26(S)(CA) DETAIL 39, 1315 L.f. \ DETAIL 12, 1315 L.F. ... DETAIL 12, • 1315 L.F. \\ ~-DETAIL 39, 1325 L.f. 4" WHITE DIAGONAL STRIPE O 40' O.C, "AS BUILT" ~xp, 1'2i3f ill_ SS-2 12/13~ DATE z/2-z.l, K DATE CITY OF CARLSBAD I SHEETS I t----+-~+-----------------11----l---+---l---'-1 ENGINEERING DEPARTMENT 92 t----+--t----~----------+---+---+-~1--____.: 8 30 I LLG ' 1 AS-BUILT DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CANNON ROAD SIGNING AND STRIPING APPROVED BY: C.T. /J-OJ DWN BY: __ _ PROJECT NO. DRA'fllNG NO. CHKD BY: -.IUL RVWD BY: 4\£ C.T.. 13-03 477-6 .. ~;.,l • I ·•I ; 'I 'I ii II "' p ~ n 0 'I " DD , mo ;~ j5g a □~ -m ~ ll (n ,g ~ ~ " . ~· ;g :!!z ~z~ oC z~r ;!Wo ~ ~rt! ;.;; OJ• in(JJ~ ]~! "' ii ~ 'I I 11 II I • "' ;; .' ., I UI ... 0 ... UI OI 0 J:l i 2 (;) 2 C s w m JJ 0 JJ ~ 2 (;) z C s al rn JJ 0 J:l ~ 2 (;) 2 C s al m JJ 0 JJ Cl l> ==~ Ci) 2 .j:J,, (;) .... 2 -;,I C OI $ al m :;o -------------,:,-;;;.w---- EQUIPMENT SCHEDULE STANDARD PLACEMENT SIGNAL MOUNTING AND PLACEMENT DIMENSIONS REMARKS LOC, MASTARM VEHICLE lYPE PEDESTRIAN B. SIG. LUM. E. c. POLE MASTARM SIGNAL © 50' S'l-3-Hl MAS ¢1® SP-2-T 61--5·-120 15' -14' 2.5' MAS w5 ®!i3 ¢4 liliJ MAS ¢5 ¢4P ¢6P ® 26-4-129 45' 15' 14.5' 2,5' SV-,3·-TB MAS 'il3® SP-2-T -®05 ¢5 liS MAS ¢8 ¢6P ¢8P © sv--3 .:ro MAS ,;2 SP-2-T 29-5-70 05~ 15' -15' 5.5' MAS ¢2 $¢2+w3 111 11s MAS lli5® !il2P lillP © 60' SV-3-TB MAS ¢2 SP-2-T 61-5-100 15' 14.5' 3.5' MAS ¢2 ,2+0LA ¢7 ¢6 MAS ¢5e ¢2P ¢8P @ 29-·5-1,W 50' 15' 13' 3' SV-3-TB MAS \il4 SP-2-T -®ii 1 #2 +0lA JI. ill4 MAS 17@ ¢2P ¢4P e = RED ARROW, YELLOW ARROW, GREEN ARROW ,l = 5-SECTION VEHICULAR SIGNAL HEAD, SEE DETAIL "B" THIS SHEET. DETECTOR ASSIGNMENTS DETAIL "B" DETECTOR SLOT FIELD PHASE NUMBER NUMBER TERMINALS 5 SECTION VEHICULAR SIGNAL HEAD 1 ¢2 2• t12 3 ¢2 4 1112 5 ¢2 6 ¢2 I 7 ¢5 8 ¢5 9 ¢4 10 ¢4 11 ¢4 12 ¢4 13 ¢7 14 ¢7 15 ¢6 16• ¢6 17 ¢6 18 ¢6 19 ¢6 20 ,, 21 ,a 22 ,a 23 ,a 24 ,a 25 13 26 ¢3 2P ¢2P 4P ¢4P 6P 'P6P 8P ¢8P EMER C 1>1 +¢6 EMERA !112+1115 EMER D i>3+¢8 EMER B ¢4+117 FLASH - •CALL DELAY 12U T2-5 & 6 -VIDEO I -VIDEO I R 0 -VIDEO -VIDEO y 0 -VIDEO J1 U T3-1 & 2 G 0 J1L T3-3 & 4 16U T4-9 & 10 -VIDEO YA @ -VIDEO -VIDEO GA @ J5U T5-5 & 6 J5L T5-7 & 8 POLES@,@,@&@ J2U T3-5 & 6 -VIDEO -VIDEO -VIDEO -VIDEO 11 U T2-1 & 2 -VIDEO -VIDEO -VIDEO -VIDEO 15U T4-5 & 6 I5L T4-7 & 8 112U TB-4 & COM6 I12L TB-5 & COM6 113U T8-7 & COM9 I13L Ta-a & COM9 J12L T9-5 & COM6 J12U T9-4 & COM6 J13L T9-8 & COt.19 l J05' TO J13U T9-7 & COM9 I14U T8-10 & COM12 I LIMIT LINE ... -.. ~-VJ··---w .,,. ...... 1·112 -1..; , .. ,~ .. -~-, .. , .. . :) ·····-·-,.. ,I-···-·--;) ··=,~- ) --·-··->r+---- 2·c, 1 SIC TO CONTROLLER~ -· AT EL CAMINO REAL/USA -, ' - STREET INTERSECTION __ , (APPX. 1625 L.F.) --=fi;;p-==· ==· =·I ---.. -.~~= PPB QUAD. ¢4P E EXISTING EQUIPMENT TO REMAIN [Ill@] ii>5P N "Connon Rood" 200W HEI ¢6P s EXISTING EQUIPMENT TO REMAIN [Ill@] iiBP E "El Camino Real" 200W HE! ¢2P N REMOVE AND SALVAGE EXISTING EQUIPMENT li6P w "Cunnon Road" 200W HEI ¢2P N ALL NEW EQUIPMENT 0000 ¢8P w "Cannon Road" 150W HEI 10 !li2P N EXISTING EQUIPMENT TO REMAIN [Ill@] \!l4P w "El Camino Rao!' 200W HEI MAST ARM MOUNTED SIGNS W EXISTING 2"C, 1 R73-5(CA) POLE@ \ _J L.J \..) --~m&,f,,"" R=;/W~--~-x..-,.,..._,. ___ .,. ~..,.. DETAIL "A" @J OPTICAL DETECTOR ASSEMBLY EVPE TO BE MOUNTED 7' FROM END OF MAST ARM 3M "OPTICOM DETECTOR" APPROACHING AB-121 VEHICLES .._......_j1 -i ASTRO MINI-BRAC _,.. -=l-- OR EQUAL "' MAST ARM STAINLESS STEEL BAND EXISTING 2"C, 1 DLC 1 SIC THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY DESIGN SPEED: EL CAMINO REAL = 55 MPH DESIGN SPEED: CANNON ROAD = 50 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 CllY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND 0OES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. R.C.E. 43595 DATE LINSCOTT, LAW & GREENSPAN, . ENGINEERS 4542 Ruffner Street, Suite 100 engineers San Diego, Ca 92111 (858)300-8800 LLG J-11 6405. 1 TSl-6405.DWG Designed By: JPK Drawn By: DYS \ (858)300-8810 (FX) 4/10/15 Checked By: JPK --·---------------· ·-------···-·---··· ----------------···-··-·- TRAFFIC SIGNAL CONSTRUCTION NOTES (THIS SHEET ONLY) CONDUCTOR SCHEDULE* PHASE SEQUENCE DIAGRAM OJ EXISTING CONTROLLER CABINET AND PROVIDE ANY ADDITIONAL EQUIPMENT AS NECESSARY FOR INTENDED OPERATION AWG SIZE p CONDUIT SIZE AND RUN H POLE OR 3• VEHICLE AND PEDESTRIAN MOVEMENTS NEMA PHASE DESIGNATION SEQUENCE WITH CALLS ON ALL PHASES LC I .. 0~ t l r <1---1> \111 ¢2 1113 11111 +¢5 K J;1+i116l 'lt2+1115f 1 o' ¢4 ¢2+1116 ?< a: 15 12' I _J <l---1> l. .. 1115 1116 1117 Ji114+1117 ti 1118 W EXISTING SERVICE PEDESTAL @J INSTALL SINGLE CHANNEL E.V.P.E. DETECTOR UNIT (3M 0PTICOM MODEL 711 OR APPROVED EQUAL). CONTRACTOR SHALL FURNISH AND INSTALL E.V.P.E. EQUIPMENT, MOUNTING HARDWARE, CABLE AND ALL OTHER HARDWARE NECESSARY. SEE DETAIL "A" THIS SHEET. OR A CABLE lYPE s CIRCUIT E NO, 14 CABLES POLE -A C C POLE -B 0 0 POLE -C N D 3 N POLE -D 1113+1117 K ]1114+!118 I u D u W INSTALL MAST ARM-MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN lYPE AS NOTED ON PLAN. 3: I ,, I ) ! ~¢3+,er [Ij FURNISH AND INSTALL NON-ILLUMINATED MAST ARM MOUNTED STREET NAME SIGN. C , ) . \' I I V) I (/) I l I I IZ 0 Z 0 z<C <CO u a::: LffiERING SHALL BE 8" UPPER CASE AND 6" LOWER CASE IN CLEARVIEW FONT. STREET NAME SIGN SHALL BE REFLECTIVE PER ASTM D4956 AND USE lYPE IX REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUAL), T 0 C T 12 0 R [}] INSTALL VIDEO DETECTION SYSTEM 0TERIS VANTAGE EDGE 2 OR APPROVED EQUAL) TO PROVIDE TOTAL CABLES -3 CON / 12 CON VEHICLE/BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN ON PLAN, INCLUDING VIDEO DETECTlbN PROCESSORS AND VIDEO MONITOR IN THE CONTROLLER CABINET, VIDEO DETECTION 10 2 2 2 2 0 2 LUMINAIRES CAMERAS AND ALL WIRING AND ANCILLARY EQUIPMENT. VIDEO DETECTION CAMERAS SHALL BE a 1 1 1 1 1 1 GROUND MOUNTED ON SIGNAL MAST ARMS USING MANUFACTURER-APPROVED RISER (PELCO "ASTRO-BRAG" . ~---==----1--+-==c:.::..---l--'-l-''-+-'--+--'--l---'-l-' SERVICE BRACKET WITH A 74" RISER MOUNTED ON THE BACKSIDE OF THE SIGNAL MAST ARM). VIDEO 6 0 2 2 2 2 0 DETECTION SOFTWARE SHALL BE LATEST VERSION, 1 1 1 LOOP [zJ CONTRACTOR SHALL REMOVE EXISTING 2" CONDUIT AND INSTALL NEW 3" CONDUIT AS 1 1 1 SHOWN ON PLAN. 2 LOOP 3 LOOP 2 2 2 2 W CONTRACTOR SHALL REMOVE EXISTING 3" CONDUIT AND INSTALL NEW 2-4" CONDUITS AS lYPE "B" DLC SHOWN ON PLAN. 2 2 2 5 LOOP [Ij REMOVE EXISTING PEDESTRIAN SIGNAL INDICATION AND INSTALL NEW PEDESTRIAN SIGNAL 1 INDICATION PER TRAFFIC SIGNAL GENERAL NOTE #7 ON SHEET 43. 2 6 LOOP 7 LOOP I@] CONTRACTOR SHALL REPLACE EXISTING VEHICULAR SIGNAL HEAD WITH 5-SECTION 9 VEHICULAR SIGNAL HEAD. 1 TOTAL 0 2 5 5 TRAFFIC SIGNAL INSTALLATION NOTE: IF SIGNAL IS NOT INSTALLED WITHIN ONE YEAR OF CllY APPROVAL, PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 DAYS IN ADVANCE OF BEGIN CONSTRUCTION DATE. (BEGIN CONSTRUCTION DATE REQUIRES PRIOR APPROVAL BY CllY ENGINEER), SPECIAL NOTE 1+6 EVPE 2+5 EVPE DLCM 3+8 EVPE 4+7 EVPE TOTAL COAX (VIDEO DETECTION BELDON 8281) VIDEO POWER (3#16) SIC (6PR#19) CONDUIT FILL " 1 1 1 1 0 23 1 1 1 1 1 1 1 1 1 1 2 3 4 1 2 3 4 1 2 3 4 0 1 1 3 28 16 22 20 1 2 1 1 1 1 1 29 ALL PEDESTRIAN SIGNAL HEADS SHALL BE NEW AND COUNTDOWN lYPE AS REQUIRED BY THE CllY ENGINEER. TOTAL CONDUCTORS / CABLES 10 14 25 32 43 13 EXISTING 2"C, 2 DLC, 1 SIC EL CAMIN._O_REAL-;,__ __ f_xr_1c_1NG_2·_c, 1 DLC, -----------rwmwnwr W u M/il'""®d/4--M·..\'11"1 @S,~¥/#{{f"'~-.VF ,,. ]] J] 33 33 J'l .. ······--31 .. 12' 12' 12' ------------· .,, ti o. *REMOVE ALL EXISTING CONDUCTORS PULL NEW CONDUCTORS AS SHOWN NEW EXIST EXIST NEW EXIST EXIST PEDESTRIAN PUSH BUTTONS PER ___ .,_,A.,.D:uAwRc,,E=QU[BEJi1E;,ctfil,= ____ _ EXISTING 2"C, WITH 1 SIC TO CONTROLLER AT EL CAMllll.D REAL/'.- JACKSPAR DRIVE INTERSECTION (APPX. 2800') ·--------·"--------- "AS BUILT" S-- TS-1 2"0, 1 510 TO GOHROLLER P.:f vi QAM~iG~i RQA,D/l 1Eh1MINSW7\¥ I BR1¥E: IN+ERSECTIO~I -E,\"PX. ;J12!i') 12/13/fS DATE NOTE FOR TRAFFIC SIGNAL GENERAL NOTES AND LEGEND, SEE SHE:ET 49, 40 50 RE~WED BY: ,duv,,f t1. ~;,,~ -z/2 z /4 s INSPECTOR DATE ~ CITY OF CARLSBAD ~====~====~==============================~=====~====~====~===~ ~ ENGINEERING DEPARTMENT B/30/17 LL~ 1 AS-SUILT DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Traffic Signal Modification Plan for: APPROVED BY: El Camino Real and Cannon Road C.T. IJ-OJ JASON S, GELDERT ~ &•l6•b1f ENGINEERING ;to.NAGER RCE 63912 EXP.09 30 16 DATE PROJECT NO. DRAWING NO. C. T. 13-03 477-6 I I I I I ' I I ~ ~ n 0 1~8 'i! :u e! d~~ ~I~ l'.IJ .. .,, '1 • ~! I> ;! ~ z p z IJl •l c 2::: !! ~ ·r ;1 ma " :0 1l ii rn ,m "[~I u, I ~ l : I I . UI N 0 ... IO en a I z (jJ 2 c:: $ OJ m Jl 0 :.0 i 2 G1 2 c:: $ ~ Jl 0 Jl ~ z Ci) 2 c:: $ OJ m JJ a JJ Cl~ :e_ ~z ,I:,, (jJ .... z ~c ens OJ m Jl I I I ) STANDARD PLACEMENT DIMENSIONS EQUIPMENT SCHEDULE DETAIL "B"[I] SIGNAL MOUNTING AND PLACEMENT LOC. t------.M-AST_A_R_M-t-----.--,-----t----V-E-H-IC_L_E-----,--P-E-DE-ST-Rl~.AN-------, lYPE B E C. REMARKS 5 SECTION VEHICULAR SIGNAL HEAD SIG. LUM. • . POLE MASTARM © 17-4-100 20' 15' 2.5' -7' ® 65-5-100 65' 15' 18' -4' ® X 1~• X $lo$' SV-2-TB e\1l1 \1l4 SV-1-T!ll2{17') SV-2-TB &'6+0\A ¢Be X SV-1-T\1l6{17') ® 26-4-1 00 40' 15' -14.5' 3' SV-1-T © 1-A (1 0') -15' 3' (029-5-100 55' 15' -16' 7' ® x ~· X \1l8 SV-2-TB ¢5e ¢6+0LAa SV-2-TB \1l2 \1l7 MAST ARM MOUNTED SIGNS 0 MAS ¢4 MAS \1l7e MAS ¢1e MAS 1116 MAS \1l6 MAS \1l3e MAS \1l8 MAS \1l2 MAS ¢2 MAS \1l5e X SIGNAL SP-1-T \1l2P SP-1-T ¢6P X SP-1-T \1l8P SP-1-T \1l6P SP-2-T ¢2P 1118P X PPB ¢2P \1l6P ¢BP ¢2P \1l8P VEHICLE AND PEDESTRIAN MOVEMENTS QUAD. N ALL NEW EQUIPMENT [Ij [±J@J [Ij "El c~:::a;::1 ..... 1~5:0:W~H:;;E~l~i'..=::~~~ N X )( s w N w ALL NEW EQUIPMENT "Lisa Street" 150W HEI ALL ~~EW EQUIPMEPH ALL NEW EQUIPMENT "El Camino Real" 150W HEI ALL NEW EQUIPMENT ALL NEW EQUIPMENT "Lisa Street" 150W HEI l',bb ~JEW E6lUIPMENT PHASE SEQUENCE DIAGRAM ,--.. ' <I--❖ [I] R y G YA GA 0 0 0 @ @ POLES@&@ . l®JR:.1-4 POLES@&@ ~ , ,R73-2{CA) NEMA PHASE DESIGNATION ¢1 ¢2 ¢5 ¢6 NOTE POLES@&® SIGNS THIS SHEET mR9-3 2"C, 1 SIC TO EXISTING SEQUENCE WITH CALLS ON ALL PHASES CONTROLLER AT EL CAMINO DETAIL "A" rJ7 REAL/KELLY DRIVE INTERSECTION L::'.J (APPX. 1625 L.F.) OPTICAL DETECTOR ASSEMBLY EVPE TO BE MOUNTED 7' FROM END OF MAST ARM AB-121 ASTRO MINI-BRAC OR EQUAL 3M "OPTICOM DETECTOR" APPROACHING VEHICLES .._---{--')I - FOR TRAFFIC SIGNAL GENERAL NOTES AND LEGEND, SEE SHEET 49. MAST ARM STAINLESS STEEL BAND DESIGN SPEED: EL CAMINO REAL = 55 MPH DESIGN SPEED: LISA STREET = 25 MPH ¢1+1115 (r~eT \'CT ESTABLISI IEB) tl@@'5 lPOO~l:1s □lnlO~&OOZ/ 11,f' ••eT FOR eousfRUCflOt~ O''' 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 R.C.E. 43595 DATE \ DETECTOR ASSIGNMENTS DETECTOR PHASE SLOT NUMBER NUMBER 1 I2U 2 \1l2 I2L 3 \1l2 I3U 4 \1l2 5 ¢2 6 \1l2 7 \1l2 8 \1l5 J1U 1114 10• ¢7 J5U 11 ¢6 J2U 12 \1l6 J2L 13 1116 J3U 14 1116 16 \1l6 17 1116 18 1116 19 \ll 1 I1U 20• 1118 FIELD TERMINALS T2-5 & 6 T2-7 & 8 T2-9 & 10 VIDEO VIDEO VIDEO VIDEO T3-1 & 2 VIDEO T5-5 & 6 T3-5 & 6 T3-7 & 8 T3-9 & 10 VIDEO VIDEO VIDEO VIDEO T2-1 & 2 VIDEO T4-5 & 6 T8-4 & COM6 T8-5 & COM6 T8-7 & COM9 T8-8 & COM9 T9-5 & COM6 T9-4 & COM6 T9-8 & COM9 T9-7 & COM9 TB,i-10 & COM12 TRAFFIC SIGNAL CONSTRUCTION NOTES (THIS SHEET ONLY) [j] INSTALL lYPE 2070-ATC COLDFIRE CONTROLLER IN MODEL 332 ALUMINUM CABINET INCLUDING THE NECESSARY ACCESSORIES TO PROVIDE THE PHASING AND OPERATION SHOWN ON THIS PLAN. THE CABINET SHALL HAVE A PULL-OUT DOCUMENT TRAY. THE CONTROLLER UNIT SHALL BE EQUIPPED WITH ONE MODEL 412C PROGRAM MODULE, ONE MODEL 404 MODEM, ONE BLANK MODEL 27256 EPROM PROGRAMMNG CHIP, TWO MODEL 752 DUAL PRIORllY DISCRIMINATOR CARDS, lYPE 200CA LOCAL INTERSECTION CONTROL PROGRAM AND EDI 2010ECL CONFLICT MONITOR UNIT. AN UNINTERRUPTIBLE POWER SYSTEM (UPS) SHALL BE INSTALLED IN THE CONTROLLER CABINET USING A SWING-AWAY MOUNTINtl. THE UPS SHALL PROVIDE A MINIMUM OF 8 HOURS RED FLASH OPERATION AT INTERSECTIONS USING RED LED SIGNAL INDICATIONS AND PROVIDE POWER CONDITIONING TO THE CONTROLLER (CLARY SP 1000 SERIES OR APPROVED EQUAL). BATTERIES FOR THE UPS SHALL BE HOUSED IN A NEMA 3R RATED CABINET MOUNTED TO TliE SIDE OF THE MODEL 332 CABINET PER CALTRANS SPECIFICATIONS, BATTERY CABINET DOOR SHALL BE EQUIPPED WITH A BEST COMPANY LOCK CORE AND LOCK. W INSTALL lYPE Ill-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE PER SDG&E REQUIRE- MENTS, PROVIDE 50A-1P, 120V SIGNAL METERED CIRCUIT BREAKER, AND 30A-2P, 240V LIGHTING UNMETERED CIRCUIT BREAKER. SERVICE CABINET SHALL BE FABRICATED FROM ANODIZED ALUMINUM SHEET PER CALTRANS SPECIFICATIONS. INSTALL CLARY CORPORATION SP SERIES 1000 TRAFFIC UPS OR APPROVED EQUAL. PROVIDE THE ELECTRONICS MODULE, POWER INTERFACE MODULE, AND BATTERY SYSTEM CONSISTING OF SIX OUTPOST OPB-1241 BATTERIES, [I) INSTALL SINGLE CHANNEL E.V.P.E. DETECTOR UNIT {3M OPTICOM MODEL 711 OR APPROVED EQUAL). CONTRACTOR SHALL FURNISH AND INSTALL E.V.P.E. EQUIPMENT, MOUNTING HARDWARE, CABLE AND ALL OTHER HARDWARE NECESSARY. SEE DETAIL "A" THIS SHEET. . [±J INSTALL MAST ARM-MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN lYPE AS NOTED ON PLAN. @J FURNISH AND INSTALL NON-ILLUMINATED MAST ARM MOUNTED STREET NAME SIGN. LffiERING SHALL BE 8" UPPER CASE AND 6" LOWER CASE IN CLEARVIEW FONT. STREET NAME SIGN SHALL BE REFLECTIVE PER ASTM D4956 AND USE lYPE IX REFLECTIVE SHEETING {DIAMOND GRADE VIP OR EQUAL). [Ij INSTALL VIDEO DETECTION' SYSTEM (ITERIS VANTAGE EDGE 2 OR APPROVED EQUAL) TO PROVIDE VEHICLE/BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN ON PLAN, INCLUDING VIDEO DETECTlbN PROCESSORS AND VIDEO MONITOR IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS AND ALL WIRING AND ANCILLARY EQUIPMENT. VIDEO DETECTION TO INCLUDE EDGE CONNECT CAPABILITIES. VIDEO DETECTION CAMERAS SHALL BE MOUNTED ON SIGNAL MAST ARMS USING MANUFACTURER-APPROVED RISER {PELCO "ASTRO-BRAG" BRACKET WITH A 74" RISER MOUNTED ON THE BACKSIDE OF THE SIGNAL MAST ARM). VIDEO DETECTION SOFTWARE SHALL BE LATEST VERSION . [Ij INSTALL 5-SECTION VEHICULAR SIGNAL HEAD. SEE DETAIL "B" THIS SHEET. 6_ CONDUCTOR SCHEDULE AWG SIZE OR CABLE lYPE N0.14 CABLES C 0 N D u C T 0 R 3 12 p H A s E POLE OR CIRCUIT POLE - A POLE - TOTAL CABLES -3 CON / 12 CON 10 LUMINAIRES 8 GROUND 1 LOOP 2 LOOP 3 LOOP lYPE "B" DLC 5 LOOP 6 LOOP 7 LOOP TOTAL 1+6 EVPE 2+5 EVPE DLCM 3+8 EVPE 4+7 EVPE TOTAL CONDUIT SIZE AND RUN 3" 4" 2-4" 3-4" 5-1" 4 • & ffi ffi ffi & & 0 2 2 0 2 1 1 2 + 1 1 1 1 1 + 3 1 + 1 1 + 3 3 3 3 1 1 4 4 4 5 10 1 1 1 4- 1 + 1 1 1 1 + 1 + 0 1 2 4 4 1 COAX (VIDEO DETECTION BELDON 8281) 0 1 2 4 1 VIDEO POWER (3#16) 0 1 2 4 1 SIC (6PR#19) 0 0 0 2 i! 1 . CONDUIT FILL % 12 18 15 20 z& 16 TOTAL CONDUCTORS / CABLES 7 15 22 45 -+& 12 ·~ L-------"-------+---+----t--t---+---+----t ~. NEW NEW NEW NEW NEW NEW ~ • II i;g_ ~. CAUTI ION: CONTRACTOR TO AVOID SDG&E EXISTING UNDERGROUND FACILITIES AND CABLES. TS-2 "AS BUILT" 12{13 ill_ EXP. 12/31/18 DATE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY REVIE I ED BY: TRAFFIC SIGNAL INSTALLATION NOTE: IF SIGNAL IS NOT INSTALLED WITHIN ONE YEAR OF CllY APPROVAL, PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 DAYS IN ADVANCE OF BEGIN CONSTRUCTION DATE. (BEGIN CONSTRUCTION DATE REQUIRES PRIOR APPROVAL BY CITY ENGINEER). LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (858)300-8800 (858)300-8810 (FX) LLG 3-116405.1 TS2-6405.DWG 4/10/15 Designed By: JPK Drawn By: DVS Checked By: JPK 20 0 20 30 40 50 t--+--11------------+---+---+--1-1~J CI'I1Y OF CARLSBAD ~ ~~::::::==-!::=:::::El~•N:::Gl::::N:::EE:::R::IN:::G::::::::D:::EP::':A::::RT::M::E:::N::::T==~U!£_j==~~ 8 30 J7 LI.CJ A5-SU/l.T DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL Traffic Signal Plpn for: ~I Camino Real I and Lisa ~treet/West Ranch St. c.r. tJ-OJ OWN BY: ~~~1 CHKD BY: ,l'-~ , RVWD BY: ~IAI-' PROJECT NO. DRAWING NO. C.T. 13-03 477-6 ' i I · 1i :f I 0 i z G1 z C s OJ m JJ 0 :0 l> ~ z G1 z C s Ill m JJ 0 JJ ~ z G1 z C $ Ill m :0 ~-·--·-- □ ;i:i Jo UI Cl~ w :::e -I ' (j)i ' 0 . I I ... .i:,,, I co ;iii OI l OI • I I ,j l 11 JJ , __ , L;, I EQUIPMENT SCHEDULE STANDARD PLACEMENT SIGNAL MOUNTING AND PLACEMENT DIMENSIONS LOC. MASTARM VEHICLE TYPE B. E. C. SIG. LUM. POLE © 35' 15' SV-2-Tl3 'IIR12-IV-80 -HY 4-.tY \1l2 >15 ® 17' SV-2-TB 29-5-100 55' 15' # 5' ¢2 ¢6 ® 1-A -(7') 17.5' -4' © 17-3-100 20' 15' 14' 6' ® 1-A 10' TV-1-T (10') -1-'-'Uf -2.fY \1l 1 ® © SV-2-Tl3 '1/Rl 2-\V-80 40' HY SEE PLAN @H3 ¢!:l © SV-2-TB 29-5-100 55' 15' SEE PLAN ¢6 ¢8 ® SV-1-T ZS-5-70 30' 15' SEE PLAN ¢5 ® 20' 15' SV-2-TB 19-3-100 SEE PLAN •¢5 ¢8 © PPB POST SEE PLAN • = RED ARROW, YELLOW ARROW, GREEN ARROW SPECIAL NOTE ALL PEDESTRIAN SIGNAL HEADS SHALL BE NEW AND COUNTDOWN TYPE AS REQUIRED BY THE CITY ENGINEER. MASTARM MAS 12 MAS ¢2 MAS ¢2 MAS ¢5• MAS ¢1 MAS t5 MAS ¢1• MAS ¢6 MAS !ll6 MAS ¢8 MAS !ll8 TRAFFIC SIGNAL INSTALLATION NOTE: SIGNAL SP-1-T ¢2P 1 SP-'2'-T !ll2P !ll8P SP-1-T ¢13P SP-2-T !ll2P SP·-1-T ¢4P SP-2-T il6P SP··1·-T ¢BP SP-2-T !ll6P !ll8P IF SIGNAL IS NOT INSTALLED WITHIN ONE YEAR OF CITY APPROVAL, PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 DAYS IN ADVANCE OF BEGIN CONSTRUCTION DATE. (BEGIN CONSTRUCTION DATE REQUIRES PRIOR APPROVAL BY CITY ENGINEER). AB-121 ASTRO MINI-BRAC OR EQUAL NOTE MAST ARM STAINLESS STEEL BAND FOR TRAFFIC SIGNAL GENERAL NOTES AND LEGEND, SEE SHEET 49. DESIGN SPEED: EL CAMINO REAL = 55 MPH DESIGN SPEED: KELLY DRIVE = 25 MPH PEDESTRIAN REMARKS PPB QUAD. REMOVE AND SALVAGE EXISTING EQUIPMENT •15P w ,,......,,....rr-r--- "Kelly Drive" 200W HEI ~ * ALL NEW EQUIPMENT [TI[I]@J0 !ll8P w "Kelly Drive" 150W HEI REhl9¥E ANB SALVA-OE O(IS'flPW EQUIPMEPff !6:ZP N t:XISTING EQ.UJPMENT TO REMAIN ALL NEW EQUIPMENT 0G@J0~ "El Camino Real" 150W HEI INSTALL NEW EQUIPMENT [IHIJ !ll2P s REMOVE AND SALVAGE EXISTING EQUIPMENT ¢4P w "Kelly Drive" 200W HE! ALL NEW EQUIPMENT [TI[±]@]@] il6P s "Kelly Drive" 150W HEI REMOVE AND SALVAGE EXISTING EQUIPMENT ¢SP "El Carnlno Real" 200W HE! ALL NEW EQUIPMENT [TI[±]@]@] 11!6P s "El Camino Real" 150W HEI ALL NEW EQUIPMENT !ll8P E MAST ARM MOUNTED SIGNS [I] lnl R73-2(MOD) ~(CA) ONLY R61-9(CA) R73-2(CA) POLE@ POLE (B POLE© 'ti@@,; lPOOi=§G--,BiflJB~&OOZ//ft- ,m,-F0R 00145'fRUe=Fl014 (/' 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 JO R.C.E. 43595 DATE TRAFFIC SIGNAL CONSTRUCTION NOTES (THIS SHEET ONLY) [TI EXISTING CONTROLLER CABINET AND PROVIDE ANY ADDITIONAL EQUIPMENT AS NECESSARY FOR INTENDED OPERATION [Ij EXISTING SERVICE PEDESTAL @J INSTALL SINGLE CHANNEL E.V.P.E. DETECTOR UNIT (3M OPTICOM MODEL 711 OR APPROVED EQUAL). CONTRACTOR SHALL FURNISH AND INSTALL E.V.P.E. EQUIPMENT, MOUNTING HARDWARE, CABLE AND ALL OTHER HARDWARE NECESSARY. SEE DETAIL "A" THIS SHEET. [I) INSTALL MAST ARM-MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN TYPE AS NOTED ON PLAN. @J FURNISH AND INSTALL NON-ILLUMINATED MAST ARM MOUNTED STREIT NAME SIGN. LETTERING SHALL BE a• UPPER CASE AND 6" LOWER CASE IN CLEARVIEW FONT. STREIT NAME SIGN SHALL BE REFLECTIVE PER ASTM D4956 AND USE TYPE IX REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUAL). @J INSTALL VIDEO DETECTION SYSTEM (ITERIS VANTAGE EDGE 2 OR APPROVED EQUAL) TO PROVIDE VEHICLE/BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN ON PLAN, INCLUDING VIDEO DCTECTlbN PROCESSORS AND VIDEO MONITOR IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS AND ALL WIRING AND ANCILLARY EQUIPMENT. VIDEO DETECTION CAMERAS SHALL BE MOUNTED ON SIGNAL MAST ARMS USING MANUFACTURER-APPROVED RISER (PELCO "ASTR07BRAG" BRACKET WITH A 74" RISER MOUNTED ON THE BACKSIDE OF THE SIGNAL MAST ARM). VIDEO DETECTION SOFTWARE SHALL BE LATEST VERSION. IT] REMOVE EXISTING PEDESTRIAN SIGNAL INDICATION AND INSTALL NEW PEDESTRIAN SIGNAL INDICATION PER TRAFFIC SIGNAL GENERAL NOTE #7 ON SHEET 43. II] CONTRACTOR SHALL REMOVE AND SALVAGE EXISTING PEDESTRIAN SIGNAL AND PUSH BUTTON. [II CONTRACTOR SHALL REPLACE EXISTING 2-3" CONDUITS WITH NEW 2-4" CONDUITS AS SHOWN ON PLAN. ~ CONTRACTOR SHALL INSTALL TENON FOR FUTURE USE AS SHOWN ON PLAN. PHASE SEQUENCE DIAGRAM VEHICLE AND r ~ NOT i _J <1---t> PEDESTRIAN MOVEMENTS NEMA PHASE DESIGNATION SEQUENCE WITH CALLS ON ALL PHASES ~ ~· a' ,, '-r,. EXISTING, 2 C, __,,.._ 3#t(SE IC0 \ CJ\ -a, ~ ff'\ <1---t> USED !61 ¢2 ¢3 ¢4 ¢5 ¢6 ~¢1+¢6~ ¢4 H Iii1 +¢5 lll2+!ll6 H !ll2+!ll5 NOT i i USED 11!7 ¢8 ¢8 I DETECTOR A$SIGNMENTS DETECTOR PHASE SLOT FIELD NUMBER · NUMBER TERMINALS 1 1112 I2U T2-5 & 6 2 !62 I2L T2-7 & 8 3 ¢2 I3U T2-9 & 10 4 !62 -VIDEO 5 ¢2 -VIDEO 6 ¢2 -VIDEO 7 ¢2 -VIDEO 8 !ll5 JIU T2-1 & 2 9 !64 -VIDEO 10 ¢6 J2U T3-5 & 6 11 1116 J2L T3-7 & 8 12 ¢6 J3U T3-9 & 10 13 ¢6 , -VIDEO 14 11!6 -VIDEO 15 ¢6 -VIDEO 16 11!6 -VIDEO 17 ¢1 I1U T2-1 & 2 18 1118 J6U T5-9 & 10 19 ¢8 -VIDEO 20 ¢8 J8U T7-5 & 6 21 1118 J8L T7-7 & 8 2P il2P I12U T8-4 & COM6 6P il6P I13U TB-7 & COM9 BP !ll8P I13L T8-8 & COM9 EVC 11!1 +1116 J12L T9-5 & COM6 EVA 11!2+¢5 J12U T9-4 & COM6 EVD ¢4 J13U T9-7 & COM9 EV,B ¢8 J13L T9-8 & COM9 FLASH -I14U T8-10 & COM12 •CALL DELAY 2"C, 3 DLC 20 0 LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (858)3D0-8800 LLG 3-116405.1 1S3-6405.DWG Designed By: JPK Drawn By: OVS (858)300-881 O (FX) 4/10/10 Checked By: JPK CONDUCTOR SCHEDULE* p CONDUIT SIZE AND RUN AWG SIZE H POLE OR 4• 2-4" OR A s CIRCUIT ffi ffi CABLE TYPE E NO. 14 CABLES POLE -A' C POLE -C 0 POLE - D N C D 3 0 POLE -E' u N POLE -F' C D T 12 u POLE -G 0 C POLE -B R T 0 R TOTAL CABLES -3 CON / 12 CON 10 LUMINAIRES 2 2 8 GROUND 1 1 6 SERVICE 0 0 1 LOOP 1 ·2 LOOP 4 LOOP 1 1 TYPE "B" DLC 5 LOOP 6 LOOP 1 8 LOOP TOTAL 1 1+6 EVPE 2+5 EVPE 1 1 DLCM 4 EVPE 1 8 EVPE 1 TOTAL 1 3 VIDEO COAX 1 3 VIDEO POWER (3#16) 1 3 SIC (6PR#19) 0 0 CONDUIT FILL % 14 15 TOTAL CONDUCTORS / CABLES 11 24 NEW NEW "AS BUILT" ~~xp,12/31/18 _%:i£t&1+· INSPECTOR 3-4" 3-4" 21/2" & & & 0 0 0 1 1 1 2 2 0 1 1 1 1 1 1 1 1 1 1 1 1 2 5 7 2 1 1 1 1 1 1 1 1 4 4 0 4 4 0 4 4 0 2 2 1 Ot9-0\-8-30 244-8 NEW NEW EXIST TS-3 12/13/18 DATE fsilEfrl CITY OF CARLSBAD ~ 1----t--+---------------t-----+----11----t---1 ::G2i_J::::::4=~==EN:::G:::IN:::E::ER:::l::::NG:::::::D:::EP:::A:::RT::M::E:::N:::T==::!..::~=ii==: CAUTION: CONTRACTOR TO AVOID SDG&E EXISTING UNDERGROUND FACILITIES AND CABLES. THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY S/30 17 LL.G DATE INITIAL ENGINEER OF WORK 1 AS-BUILT DA TE INITIAL REVISION DESCRIPTION OlHER APPROVAL DA TE l,NITIAL CITY APPROVAL Traffic Signal Modificati,m Plan for: APPROVED BY: OWN BY: __ _ ~~ ~~; :tt El Camino Real and Kelly Drive PROJECT NO. C.T. 13-03 C.T. 13-03 DRAWING NO. 477-6 " I I rn J> ;,i : D I " .~ ,,sg i eJ C 'm8 ~ :0 'il ~ •I\ 1] • ~~z \z~ ,, C i" ~I ~mo _TI;\( ;;: (.I}- •~ UI ~ 1~2 z fJl I SJ p I I I ·I I I I I rn ,. ~ 8 ·t ]]:B mo . ! 53~ a§l'1 ~ ~00 !i; 'iz~ ;i ~ sroI mO ~ :!J ril 00, ~ ij I ii ; ii Ji I I I i I · I • I ~ '" ,' 8 I " a TI . 1]0 :~ ]] 0 ~~6 ,~ JJ -"~ rn :~ (~· , g ;!I z \z~ , C ,: S: ·r I rn - -;; ~~ !i Ul ff1 n 8l S: fi ' 11 ' J I 11 11 l I ii (II .lli, 0 ... CD en ·o JJ § z (jJ z C: $ OJ m JJ 0 JJ ~ z (jJ z C: $ OJ m JJ 0 JJ ~ z (jJ z C: $ OJ ~ Cl :0 Cl ):, ~ ~ Cil z .lli, (jJ --i z --i C: oi ~ OJ m :0 I -----.-,-~--,.--~ '""''''' --~ ··-~ -------------···----,--------···-~-------------------------------·--------------·------·-J-··-----·-------------------.. -----------~-------·--------~--------------------- EQUIPMENT SCHEDULE TRAFFIC SIGNAL CONSTRUCTION NOTES (THIS SHEET ONLY) CONDUCTOR SCHEDULE* STANDARD PLACEMENT DIMENSIONS SIGNAL MOUNTING AND PLACEMENT PHASE SEQUENCE DIAGRAM DJ REMOVE EXISTING CONTROLLER AND REPLACE WITH lYPE 2070-ATC C0LDFIRE CONTROLLER IN MODEL 332 ALUMINUM CABINET INCLUDING THE NECESSARY ACCESSORIES TO PROVIDE THE AWG SIZE OR CABLE lYPE p H A s E POLE OR CIRCUIT 3• 3• CONDUIT SIZE AND RUN 3" 3• 3• LDC. t-----,-M-A_ST_A_R_M-t--~-,----,----V-E_H_IC_L_E------------1 lYPE B. C. f------=--"-i-=-----1----Pc_:E=D:.::E=.ST:.;_R:::.IA.::.:N'------1 REMARKS VEHICLE AND PEDESTRIAN MOVEMENTS SIG. LUM. E. POLE @ 2()--5-8() 55' :t SV--1-T ¢6 .• . ® 61-5-10 60' 15' s• 4' SV-1-T 1 !06 ® © © © ® ® PPB POST 1-A (10') PPB POST PPB POST 1-A (HJ') 1-A (1 O') 1-·A (10') -24.5' ---4' -!2.5' - -17.5' 11' 12' 7' 6' 13' -6.5' 1V-2-T ®03 04 TV-2-T e¢5 ¢6 T✓-2.-T 1!;¢7 ¢8 CD 26-4--80 45• 15• -SV-1-T ,14 1-A (10') TV-·1-T #fo¢1 • = RED ARROW, YELLOW ARROW, GREEN ARROW 499 DETECTOR ASSIGNMENTS DETECTOR PHASE SLOT NUMBER NUMBER 1 ¢2 I2U 2 I2L 3 112 I3U 4 ¢2 5 !ll2 6 ¢2 7 112 8 J1U 9 ¢4 10 11 ¢7 J5U 12 116 J2U 13 J2L 14 !1)6 J3U 15 16 17 ¢6 18 19 ¢6 20 111 I1U 21 11 L 22 !1)8 J6U 23 \118 J6L 24 I5U 2P ill2P I12U 4P !ll4P I12l 6P ¢6P I13U BP !ll8P I13L EVC 1111+!06 J12L EVA 112+!05 J12U EVD 1113+!08 J13L EVB 114+117 J13U FIELD TERMINALS T2-5 &: 6 T2-7 & 8 T2-9 & 10 VIDEO VIDEO VIDEO VIDEO T3-1 & 2 VIDEO VIDEO T5-5 & 6 T3-5 & 6 T3-7 & 8 T3-9 & 10 VIDEO VIDEO VIDEO VIDEO , VIDEO T2-1 & 2 T2-3 & 4 T5-9 & 10 T5-11 & 12 T4-5 & 6 TB-4 & COM6 T8-5 & COM6 TB-7 & C0M9 TB-8 & C0M9 T9-5 & C0M6 T9-4 & C0M6 T9-8 & C0M9 T9-7 & C0M9 MASTARM MAS ¢1@ MAS ¢6 MAS ¢6 MAS 111e MAS !06 MAS !06 MAS ¢3@ MAS ¢8 MAS 02 MAS ¢2 MAS 115@ MAS 94 MAS ¢71!; SIGNAL SP-1-T ¢6P SP-1-T 114P SP-1-T ¢BP SP-I-T ¢6f' SP-1-T !ISP SP-1-T ¢2P SP-1-T ¢BP SP-1-T ¢4P SP-1-T 112P PPB ¢6P ¢4P 118P 116P REMOVE AND SALVAGE EXISTING EQUIPMENT "rornorock Ave" 200W HEI ALL NEW EQUIPMENT iamarack Ave" 150W HEI EXISTING EQUIPMENT TO R£MAIN EXISTING EQUIPMENT TO REMAIN • EXISTING EQUIPMENT TO REMAIN "El Camino Real" 200¥1 HEI REMOVE AND SALVAGE EXISTING EQUIPMENT ALL NEW EQUIPMENT REMOVE AND SALVAGE EXISTING EQUIPMENT ALL NEW EQUIPMENT EXISTING EQUIPMENT TO flEMAIN EXIS7'INC EQUIPMENT TO REMAIN EXISTING EQUIPMENT TO REMAIN "El Cornino Real" 200W HEI EXISTING EQUIPMENT TO REMAIN 11 ' 11' t NEMA PHASE DESIGNATION ¢1 SEQUENCE WITH CALLS ON ALL PHASES / ✓ / ¢1 +115 EXISTING TRANSFORMER EXISTING 2·c, 3#2(SERVICE) EXISTING 2"1!:,;i 2i6(SERV~C ), ! 4 1 0(UGH NG), ! 4 1 0{IISN_ ), I ~) 1 8(GRO ND) RAISED MEDIAN 14' .............. ______ -. ._:1:r_ . ----- 10' 11' n' 11' ····---··---·····-................. .;r;;;*? 6=' =~\== ~-=~ E;~:::.C, '~ D:7-·-_-"':,:,:,:-~===-···------_--:::::~~~ EXISTING 3"C, 1 DLC, 1 SIC DETAIL "A" IT] .. OPTICAL DETECTOR ASSEMBLY EVPE TO BE MOUNTED 7' FROM END OF MAST ARM AB-121 ASTR0 MINI-BRAC. OR EQUAL 3M "0PTIC0M DETECTOR" APPROACHING VEHICLES ~-r-r -- MAST ARM STAINLESS STEEL BAND 1 SIC MAST ARM MOU~TED SIGNS[±] R73-5(CA) I l POLE@ 'LI®®" NOf FOR OONSfRUCflOI◄ I wf( 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 JOl/{ftfi R.C.E. 43595 DATE FLASH I14U TB-10 & C0M12 •CALL DELAY THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY PHASING AND OPERATION SHOWN ON THIS PLAN. THE CABINET SHALL HAVE A PULL-OUT DOCUMENT TRAY. THE CONTROLLER UNIT SHALL BE EQUIPPED WITH ONE MODEL 412C PROGRAM MODULE, ONE MODEL 404 MODEM, ONE BLANK MODEL 27256 EPR0M PROGRAMMING CHIP, TWO MODEL 752 DUAL PRI0RllY DISCRIMINATOR CARDS, lYPE 200CA LOCAL INTERSECTION CONTROL PROGRAM N0.14 CABLES AND EDI 201 0ECL CONFLICT MONITOR UNIT. AN UNINTERRUPTIBLE POWER SYSTEM (UPS) SHALL BE C POLE -A' INSTALLED IN THE CONTROLLER CABINET USING A SWING-AWAY MOUNTING. THE UPS SHALL PROVIDE O A MINIMUM OF 8 HOURS RED FLASH OPERATION AT INTERSECTIONS USING RED LED SIGNAL INDICATIONS N ANO PROVIDE POWER CONDITIONING TO THE CONTROLLER (CLARY SP 1000 SERIES OR APPROVED D 3 EQUAL). BATTERIES FOR THE UPS SHALL BE HOUSED IN A NEMA 3R RATED CABINET MOUNTED TO THE SIDE OF THE MODEL 332 CABINET PER CALTRANS SPECIFICATIONS. BATTERY CABINET DOOR SHALL g BE EQUIPPED WITH A BEST COMPANY LOCK CORE AND LOCK. T [Ij EXISTING SERVICE PEDESTAL 0 R IT) INSTALL SINGLE CHANNEL E.V.P.E. DETECTOR UNIT (3M 0PTIC0M MODEL 711 OR APPROVED EQUAL). CONTRACTOR SHALL FURNISH AND INSTALL E.V,P.E. EQUIPMENT, MOUNTING HARDWARE, CABLE AND ALL OTHER HARDWARE NECESSARY. SEE DETAIL "A" THIS SHEET. POLE - B POLE - C [±J INSTALL MAST ARM-MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN lYPE AS NOTED ON PLAN. TOTAL CABLES -3 CON / 12 CON 11' 5 [fil FURNISH AND INSTALL NON-ILLUMINATED MAST ARM MOUNTED STREET NAME SIGN. LETTERING SHALL BE 8" UPPER CASE AND 6" LOWER CASE IN CLEARVIEW FONT. STREET NAME SIGN SHALL BE REFLECTIVE PER ASTM D4956 AND USE lYPE IX REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUAL). 0 INSTALL VIDEO DETECTION SYSTEM (ITERIS VANTAGE EDGE 2 OR APPROVED EQUAL) TO PROVIDE 10 8 GROUND 1 1 1 1 6 SERVICE 0 0 0 0 0 2 1 LOOP 2 2LOOP 33 3LOOP 11111 2 2 1 1 1 0 0 0 2 VEHICLE/BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN ON PLAN, INCLUDING VIDEO _DETECTlbN PROCESSORS AND VIDEO MONITOR IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS AND ALL WIRING AND ANCILLARY EQUIPMENT. VIDEO DETECTION CAMERAS SHALL BE MOUNTED ON SIGNAL MAST ARMS USING MANUFACTURER-APPROVED RISER (PELC0 "ASTR0-BRAG" BRACKET WITH A 74" RISER MOUNTED ON THE BACKSIDE OF THE SIGNAL MAST ARM). VIDEO DETECTION SOFTWARE SHALL BE LATEST VERSION, lYPE •s• DLC f--5=--i,-=.LO:.cO:..:.P ___ -+---l---+---4--+--1---+_1-1----l---+---I REMOVE EXISTING PEDESTRIAN SIGNAL INDICATION AND INSTALL NEW PEDESTRIAN SIGNAL INDICATION PER TRAFFIC SIGNAL GENERAL NOTE #7 ON SHEET 43. TRAFFIC SIGNAL INSTALLATION NOTE: IF SIGNAL IS NOT INSTALLED WITHIN ONE YEAR OF CllY APPROVAL, PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 DAYS IN ADVANCE OF BEGIN CONSTRUCTION DATE. (BEGIN CONSTRUCTION DATE REQUIRES PRIOR APPROVAL BY CllY ENGINEER). DLCM \ / ··-1 w ... ) G. --W---W----1 ---9--112: 4-1---IF EXISTING 1f C, ___ W 12 PRt} .. --~c __ W 11' Hl' SPECIAL NOTE , *REMOVE ALL EXISTING CONDUCTORS PULL NEW CONDUCTORS AS SHOWN PEDESTRIAN PUSH BUTTONS PER ADA REQUIREMENTS --··---·------ ALL PEDESTRIAN SIGNAL HEADS SHALL BE NEW AND COUNTDOWN lYPE AS REQUIRED BY THE CllY ENGINEER. 12' NOTE ~1 1:1 "' ! 4 11/ ¢3 I /11 /I 11' !// ,0, !;/ /1 ii 11 ' 4' FOR TRAFFIC SIGNAL GENERAL NOTES AND LEGEND, SEE SHEET 49. DESIGN SPEED: EL CAMINO REAL = 55 MPH DESIGN SPEED: TAMARACK AVENUE = 45 MPH LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (858)300-8800 (858)300-8810 (FX) 1S4-6405.DWG 4/10/15 Designed By: JPK Drown By: DYS Checked By: JPK 9/30/17 LLG DATE INITIAL ENGINEER OF WORK u'(l 1-a 'j)~ ~ ., . ~ O, I ~ ~ I 20 0 20 30 40 50 ! I ! 11'-AS·BUILT . DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL - DATE 6 LOOP 3 3 7 LOOP 1 8 LOOP 1 1 1 1 1 TOTAL 0 2 2 2 6 12 5 0 1+6 EVPE 1 2+5 EVPE 1 1 1 1 1 3+8 EVPE 1 1 1 4+7 EVPE 1 1 TOTAL 1 0 1 2 2 4 1 1 -- CAUTION: CONTRACTOR TO AVOID SDG&E EXISTING UNDERGROUND FACILITIES AND CABLES. 1 1 0 TS-4 "AS BUILT" R~XP . .11:.i.RM 12/13/lf'J DATE RzEo s,~ (7 ~ . '~IJ._. 'j r~. 2/r,/1';/ (NSPECTOR • -' DATE ~ CITY OF CARLSBAD LlL] 5 ENGINEERING DEPARTMENT '2 Traffic Signal Modification Plan for: El Camino Real and Tamarack Avenue C.T. IJ-03 APPROVED BY: /j 0 rU. j H-JASON S. GELDERT 6-fl,,21JJ.S ENGINEERING '"' NAGER RCE 63912 EXP.09/30116 DATE INITIAL OWN BY: CHKD BY: J\J--PROJECT NO. DRAWING NO. CITY APPROVAL RVWD BY: -lwe.. C. T. fJ-OJ 477-6 .. '. ' . li .. I' ' 'f ' l i ' • I -I j I ' ' Ii , f I ! ! f " ! ' . ! i ' ! ; i . ' : i ' i , I .. ! •1~ I , I 1 I -L 'l . ' . ---- en en 0 ... CD CII 0 ll ~ 2 G') 2 C :s: OJ m ll 0 lJ ~ 2 G') 2 C s OJ m lJ 0 lJ ~ 2 G') 2 c:: $ OJ m Jj 0 ll )> 0 :'f ~-c:, 2 ,s. Gl .... 2 .... c:: a, ~ OJ m lJ ' . -. • TRAFFIC CONTROL NOTES (SHEETS 56 TO 74) 1. WORK HOURS TO BE RESTRICTED TO B:30 AJ,t. 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 PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO THE SATISFACTION OF THE CITY ENGINEER. 4. TEMPORARY "NO PARKING/TOW AWAY-SIGNS STATING THE DATE AND TIME OF PROHIBITION WILL BE POSTED 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT (760)931-2197 TO VALIDATE POSTING. 5. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTHER ARRANGMENTS 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 TRAmC CONTROL PLAN. PLATES SHALL HAVE CLEATS AND COLD MIX AT THE EDGES AS APPROVED BY THE CITY INSPECTOR. 7. EXISTING STRIPING, CROSSWAUKS, LEGENDS AND/OR PAVEMENT MARKERS SHALL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK THAT DISTURBS NORMAL TIRAmC SIGNAL TIMING OPERATIONS SHALL BE COORDINATED WITH THE CITY OF CARLSBAD CONTACT DOUG BILSE AT (760)602-7504 72 HOURS PRIOR TO COMMENCING WORK. 9. TIRAFFIC SIGNALS SHALL REMAIN FULLY ACTUATED AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE TIRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE. IF TIRAmc SIGNAL LOOP DETECTORS ARE RENDERED INOPERATIVE BY THE PROPOSED WORK, VIDEO DETECTION SHALL BE USED TO PROVIDE ACTUATION. f / ....- _,, ,,, ... ;::::;··· -- .~-- ~---- I I PROPOSED STIREET IMPROVEMENTS ----·······-- TRAFFIC CONTROL NOTES CONTNUED: 10. FLAGGERS SHALL BE EQUIPPED WITH A WHITE HARD HAT, AN ORANGE VEST, AND A "STOP /SLOW" PADDLE ON A 5 FOOT STAFF. 11. ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER WEEK, BY THE CONTRACTOR. 12. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2012) 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 OR COVERED WHEN NOT IN USE. 15. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO INSURE PUBLIC SAFIETY. 1 6. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED WITH NORTH COUNTY TRANSIT DISTRICT. CONTRACTOR SHALL CALL NCTD AT (760)967-2828 AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK. 17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL ON MAJOR AND PRIME ARTERIALS, UNLESS OTHERWISE APPROVED. THESE SIGNS SHALL BE SHOWN THE TRAFFIC CONTROL PLAN. PROPOSED EL CAMINO REAL STREET IMPROVEMENTS \ ;, G20-2· ' "'I'!', PROPOSED PIPELINE ~20-1 150' TO BCR EL 14' MIN. r- r- REAL IC30 ) " -~---. ~·~·-·~ ~---~ ~-"" .. ""' ""' ... __ , .. '"'"'~y,e,;~-,,,~•n/•~'" "\cac·i,-(''.'; ~--fl.·~ t H .JL CONSTRUCTION NOTES(TH1s SHEET ONLY) OJ DELINEATORS SHALL BE PLACED AT 25' INTERVALS. [Ij DELINEATORS SHALL BE PLACED AT 1 0' INTERVALS. IT) CMS MESSAGE TO BE DETERMINED BY THE CITY ENGINEER AT TIME OF C0NSTIRUCTION. ROAD WIDENING l~PROVEhtENTS WORK HOURS 8:30 A.M. TO 3:30 P.M. WORK DATES ____ TO ___ _ *ALL DAY SETUP* TRAFFIC CONTROL DESIGN SPEED EL CAMINO REAL = 55 MPH rm=r FOR GON&FRUGTIOtl DECLARATION OF RESPONSIBLE CHAR E 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 -1-r-if-'--~-,'F=-¥1N=;.,1<--R-.-C.-E.-4_3_5-95 ____ DA1/t-1/tf} TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) IKE LANE CLOSED xxxxxxxxxxx C30(BIKE)(CA) XXXXXXXX CMS xxxxxxxxx END ROAD WORK G2o-2 W11-1 ~ L@JW16-1 C30(CA) BIKE LANE CLOSED AHEAD W20-1 W20-5(BIKE) ~R9-3c ! liJ;l$..!J t ! I LINSCOTT, LAW & GREENSPAN, ENGINEERS hi,]·• I 4542 Ruffner Street, Suite 100 . :;.; ;i,l~~-t:iiJiJ I San Diego, Ca 92111 l , .1"1 p,;..u;; 1 (858)300-8800 (858)300-8810 (FX) LLG 3-1 1 5405.1 TC1-6405STG1 .DWG 4/10/15 Designed By: JPK Drown By: DVS Checked By: JPK 8/30111 LL6 DATE INITIAL ENGINEER OF WORK .::::::.·:: :.:·:::.::::.-... . . .. LEGEND (SHEETS 56 TO 74) ITEM EXISTING STIRIPING .........•.•.•.•...........•.•.•.................•. SYMBOL PROPOSED ROADSIDE SIGN ................................•.•............ ..- TYPE II BARRICADE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1--1 TYPE II BARRICADE WITH SIGN .............................•.•.•.••........ i=t PORTABLE DELINEATOR. . • . • . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . • . • . • . . . . . . . . . . . • DIRECTION OF TRAVEL ...............................•.•.•.............. __ FLASHING ARROW SIGN ......•.............. · · · · · · · · · · • , • • • • • · · · · · · · · · · · -m WORK ZONE ............•.•...............•................••••...... -~ TIRAmC SIGNAL. . • . . . . . . . . . . . . . . . . . • . . . . . . . . . . • . • . • . • . . . . . . . . . . . . . . . . . @ CHANGEABLE MESSAGE SIGN (CMS) ....................•.•............•.•.. 0 FLAGGER ....•.•..•.............. , , , • · · · · · · · · · · · · · · · • • · • · · · · · · · · · · · · · · r -•'>,o ··• ---. ~::::::~-- ········ ,.,: cc, ---->=w, ··._,_ l --:i:;;i-i/, ~ . -. 14' MIN. I 40 0 /1\AS-Bllll. T W11-1 W16-1 .. t1~ ,,. . i 'o. 40 . ,. ----,----~ " 60 80 REVISION DESCRIPTION G20-2 I 100 DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 500' 500' I I I 1I __ ._W20-5(BIKE)_I-, .......... --+=l·G7 CMS .... w11-1····-.!a U ~ .. .la_ W16-l ~-~-20:::J ... --· ... ' ...... ~ .. , ..•..•. ,, ":I ••••· ...................... . I I 1 (MCoD2) TC-1 "AS BUILT" (~ ~1~./.:"' 12[13/tB R'ci 43 ,s' lEXP.12/31fr8 DATE REVIEWED BY: -·:J.-•,~' ~-/3-19 uqsI CT R DATE ( ; ~ ~CITY OF CARLSBAD 1®1 6 ENGINEERING DEPARTMENT Trcffic Control Pion for: q~ EL CAMINO REAL (STAGE 1) C. T. 13-03 APPROVED BY:/~ r; f}( /ztJ JASON S. GELDERT '-· L6•Zolt; ENGINEERING J!tt:,NAGER RCE 63912 EXP.09/30/16 DATE DWN BY: PROJECT NO. DRAV.,NG NO. CHKD BY: .)LI- RVWD BY: -1!£, C.T. 13-03 477-6 I UI OI 0 ... co OI □ D ~ 2 Gl 2 C s CD m D □ D ~ 2 Gl 2 C s OJ m D □ D ~ 2 Gl 2 C s OJ m D □ D Cl ~ ~::E C) 2 ~ Gl ... 2 ...a C O'I s ID. m D ii ii ...._·:,,. i"'>,>- -~ ""-': -~-~ -........:: ·- <( ROAD WIDENING IMPROVEMENTS WORK HOURS 8:30 A.M. TO 3:30 P.M. WORK DATES _____ TO ___ _ *ALL DAY SETUP* TRAFFIC CONTROL DESIGN SPEED EL CAMINO REAL = 55 MPH i i T' 'fi i i \ --. -.: - ' - PROPOSED STREET IMPROVEMENTS • • • • • •y'.,, -. .. t 1-,, __ TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) IKE c~~~o c3o(BIKEJ(cAJ END ROAD WORK G2o-2 xxxxxxxxxxx XXXXXXXX CMS xxxxxxxxx W11-1 ~R9-3□ BIKE LANE CLOSED AHEAD 1j @ @ 5' t~:r ~R ~e~:r~u~m~ ["£) 8 [jB s;J 1< 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 RESPONSIBIUTIES FOR PROJECT DESIGN. R.C.E. 43595 DATE W20-1 W20-5(BIKE) PROPOSED STREET IMPROVEMENTS PROPOSED PIPELINE EL CAMINO -··«, « ' -·' '"' « --• ----~--,-« --'" •. "" 14' MIN. , ,,, o' " / ~. I piis~Ja ·· _,•iii."ii W16- .. -----·--.. ,,, .. -" NOTE FOR TRAFFIC CONTROL NOTES AND LEGEND, SEE SHEET 56. CONSTRUCTION NOTES(THIS SHEET ONLY) OJ DELINEATORS SHALL BE PLACED AT 25' INTERVALS. 0 DELINEATORS SHALL BE PLACED AT 10' INTERVALS. @J CMS MESSAGE TO BE DETERMINED BY THE CITY ENGINEER AT TIME OF CONSTRUCTION. G20-2" ,r; -~----, I i .+. t _i h I :!JI... /-W20-1 W 150' TO W BCR cJi a:: _,_ _, (/) !(ji,j,).!'.!JJ.! i LINSCOTT, LAW & GREENSPAN, ENGINEERS ! ,!.\,) 4 ! 4542 Ruffner Street, Suite 100 ej;l:t~u-"i}.lll , San Diego, Ca 92111 ' I J,i;.}.l.f~~, 1 (858)300-8800 (858)300-881 D (FX) 8130111 DATE LLG 3-11 6405. 1 TC2-6405STG2.DWG LLG INITIAL 4/10/15 Checked By: JPK ENGINEER OF WORK Designed By: JPK Drown By: □VS .... ..... - -,.. -,.. --------------- .,., - I ~ I 40 0 40 60 80 100 /{\AS-BUILT DATE INITIAL REVISION DESCRIPTION OTiiER APPROVAL Wf1-1 W16-1 DATE PROPOSED PIPEUNE --· INITIAL -- ~ 7 ~ 0 z .... • II ... o. ~ II • - TC-2 "AS BUILT" R~p_ 12./"31 /18 12[13(18 DATE REVIEWED BY: ----1. ,~ • -I . .;;-t'3~1"1 INSPE ~TO -DATE CITY OF CARLSBAD SHEETS 9t~ ENGINEERING DEPARTMENT Traffic Control Plan for: EL CAMINO REAL (STAGE 2) C. T. 13-03 APPROVED BY: l)/?411-f) ' ' I I ' JASON S. GELDERT I • , 6-1,,ZtJ,.t ENGINEERING .Ma_NAGER RCE 63912 EXP.09/30/16 DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: ..II.IL CITY APPROVAL RVWD BY: ~UL C.T. 13-03 477-6 I ~ ~ I~~ □ JJ mo ~ ,oo ~IC g fTlQ ~;;; (/) ~--< 2 . ~ . . ,, (j) ;g ~ z ii' zm 2 ;: C :§: •<I C i! [IJ 0 ~~~ ~ i: Ol - ' .., c..,; s: [l) l~z m z JJ M I 2l ~ ,, I I I □ JJ ~ • 2 (j) 2 C ~ ID m JJ □ JJ Cl p ~ en == .... a 2 0 ,. (j) ... 2 ~ .... 0, .... C ' ~ 0, [l) m JJ EL CAMINO , •••• ,,,____ ,,, -,,, ., •• • • • ,,, !' , ,, ----"""• · v•v-•=o•~•o•--- .. • I", ... ,,.,.,,,,,,_ ---, ,, PROPOSED STREIT IMPROVEMENTS TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) C30(BIKE)(CA) xxxxxxxxxxx XXXXXXl':X CMS xxxxxxxxx END ROAD WORK Gzo-z SIDEWALK CLOSED CROSS HERE R9-11a(RT) W11-1 ,~IW16-1 SIDEWALK CLOSED CROSS HERE SIDEWALK CLOSED R9-9 R9-11c(LT) mR9-3a ROAD WIDENING IMPROVEMENTS WORK HOURS 8:30 A.M. TO 3:30 P.M. WORK DATES ____ TO ___ _ *ALL DAY SETUP* TRAFFIC CONTROL DESIGN SPEED EL CAMINO REAL = 55 MPH BIKE LANE CLOSED AHEAD ----· ,_ ., .. , ... ----14 ' MIN .. , . W20-1 ;_ - PROPOSED PIPELINE OA ;;o [Tl -r ~~- W20-5(BIKE) ,' G20-~ C30(CA) ca @ @ " ~ 00 ffi: (1, 8 ~ D SB 2. 8'8 W #7/:- uo:r F0R emm=t=RUCflOtl u' . 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 DEFlNED 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. JO R.C.E. 43595 DATE ----.. ',, ' ! , I I I @ REAL ·,J'_ , wzo:_1 , 150' TO BCR NOTE w20-1F., 0 "'v•~~ -v•• 335' BUFFER ., 14' MIN. FOR TRAFFlC CONTROL NOTES AND LEGEND, SEE SHEET 56. ' {. ,; . CONSTRUCTION NOTES(THIS SHEET ONLY} OJ DELINEATORS SHALL BE PLACED AT 25' INTERVALS. (3] DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. [}] CMS MESSAGE TO BE DETERMINED BY THE CITY ENGINEER AT TIME OF CONSTRUCTION. . t, t. i~o-2 I f' 1' R9-11a(RT)r " ·=·""'°"• // ,.,, ... ! ' l ! ! ! ,v V -•v•----i j \ . ''"'""""·--.--, ,"•,c : ;cc:""' ' . '".''"'+ I~,, G20-2· , · ' j, i @ -,v ,~" • 1\ I 40 F ii i· 11 } if [ I . ; -. ' I • • , ) l \ i r . I ' .... \W20-1 150' TO BCR ~' .,«-~•"" --,~ <£, ~ ~~ ~ .. .... ~ '&. 0 40 ~ 60 !htl5,,~.P'' LINSCOTT, LAW & GREENSPAN, ENGINEERS lj,JZ) 4542 Ruffner Street, Suite 100 !J;j~i),J;'Jll San Diego, Ca 92111 . • ., (858)300-8800 (858)300-8810 (FX} r _., .. ~:>•1>J!4_,,,,, l S/30/17 l.LG 11, AS-BUil. T DATE INITIAL LLG 3-116405. 1 TC3-6405STG3.DWG 4/10/15 Designed By: JPK Drown By: □VS Checked By: JPK REVISION DESCRIPTION CNG1NEER OF WORK PROPOSED STREIT IMPROVEMENTS 500' ,. \ <'' ,, , , TC-3 "AS BUILT" A ,,, I WJ£ _ '-12/13/18 )' JV,,,,.,., ✓~, 4-35g5U EXP.1'2./~1 (18 DATE V REVIEWED BY: I <1.i, "-' .a -}3-1 '} 80 100 INS'PE ~TOI DATE ' ~ ~ CITY OF CARLSBAD 8 ENGINEERING DEPARTMENT ~ Traffic Control Plan for: EL CAMINO REAL (STAGE 3) C. T. 13-03 APPROVED BY: /j (} Pl I ',; JASON S. GELDERT t,Jl,,JLJ1S, ENGINEERING .M1iNAGER RCE 63912 EXP.D9/30/16 DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ,l'-42-C. T. 13-03 477-6 CITY APPROVAL RVWO BY: .} <-I!-OTHER APPROVAL • I:: ~ 8 ' a :u mo oo "c ~@ w < ' . ► ~z ~~ :;":I fg~ "m m , ~~ Wz z m ~ Cl ' "' ~ CD c:, 0 .II, ... co .... OI .... ' OI □ ll ~ 2 (;:) 2 C :!:: Ill m ll □ ll ~ 2 (;:) 2 C :!:: Ill m ll □ ll )> :E 2 (;:) 2 C :!:: Ill m ll □ ll )> :E 2 (;:) 2 C s [ll m ll EL CAMINO REAL ... "' .... ···•~, ... -.. -,, ~"""." • ,. ••ll,>""k••• k,_ , , •• ••-:,,.•-. ,m,-,,.,.,• ,,; ••• ..... f?;'.. . ',, ~--··=·· .:o: •,--,-.. ,,, .. , ~-·- 3 CM: • w20-1~····w2c):._5(RT)~· W20-5{BIKEy~···✓ F;7 Grc;t:'i55jh. . ·-:3o(BIKE) 1 ····· . ...........•...•....•.. . .•...... . . !··-✓ I I , ,! / 'W11-1 I :::· '!C'• ,.· ...• : .. ·•. : : : n I• ................ JW.t!?.=l .. J .• ·········-·· • .. •···· ··············• ........ ..,,,,7 ... ,Cr•... .•'1.•U• ... . ~-w m. w w ·-""'t-,,~ -.,,e✓."'"'""''''* -=✓""-✓====cc.1·_· ___ -... -✓··'··~•.,-. --L ~ . ----~""~ ---:~ = ---=0 .• •.,-~~--m,_ '1·--•m.•.-· -"···· -·-·-,,,,,,,,,@ ---~-: •• ,,--------~ -.. ,.J I -.,-~ ~ • %Ft:, ~ " -.,. __ , .v.::,,:/;~,,'i _'ti'.,,:pc:::. -- 1 .. ,._ ·-·--., ... ,. ... , __ r • -----u··.···~--------~~'-"""-----"•Wll""U"W-"~---=o•--~-,,r-~ ----~----:r:~:.,,-:_:~ij,;;:.:;;;:;.,,.::.;}l"'";~y . .,::.~:::~:-·,:;__ _ , , :1 e-~~Q'.____,~i--,\~r__-~_JiftQQ'._'_~l ____ '_-'V~:_ __ -j:-,;;;,;~50~·..;;;:~~l __________________________ _::_*7_72~5~•-T~RA~N~S~ITI1_110~N"-----------------------------------r: ___ 10_0_·~0_P-=E'-"Nlc.:N-=..G __ -r: __ ---!,!10:!!,0~'1"~AN~G~E~NTI.__:::•·~I// I ! f; 1rr~r::·-.. '9~3ii: .... · .... _ ~ 500' I 500' 500 500' 1c 1 /.' 1 ; / / ~ ' Bl~;_p~NE *TRANSITION CALCULATION G20-4-l' ' . , /ff ~:gsf~PROVEMENTS ,.~-,,.-- -C30(CA) EL CAMINO PROPOSED 'PIPELINE REAL L= (W)(S) = (13)(55) = 715 FT '' .I ' 1!~20-1 USE 725 FT ti 15D' TO **TRANSITION CALCULATION L= (W)(S) = {2)(55) = 110 FT L/2 = 55 FT, USE 55 FT 14' MIN. L. I I I I .. :. **s5 TRANSITION --/ I I i ..•.. · .:. :1::·· I . I 1 I I' I ~·1" ✓ ..... . I ..... ~ I ·' ..... -;,;1-~·---,,.,,.,,_,~-=-,-,""=" --·-··-~-- /" . ; " . ·:,-· ,j; ,...:."':·;-r-• ¼ '<%,><On -~., -----.... • ' ' lL.J BCR 0 0:: -1---J (/) TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) -t -----= -»-~ ~ ~..::. ~ ---w: --¼"'" ..... ...... -LANE CLOSED C30(CA) mR9-3a RIGHT LANE CLOSED AHEAD W20-5(RT) ROAD WIDENING IMPROVEMENTS WORK HOURS 9:00 P.M. TO 5:00 A.hi. WORK DATES ____ TO ___ _ *NIGHT/WEEKEND WORK* TRAFFIC CONTROL DESIGN SPEED EL CAMINO REAL = 55 MPH PROPOSED STREET IMPROVEMENTS 'rl @ @ " ,~~ ~R ~O~BT~u!c~~ [?{] £, ITiJ 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. J R.C.E. 43595 DATE ,.,,,, ' GI~;2;· NOTE FOR TRAFFIC CONTROL NOTES AND LEGEND, SEE SHEET 56. : j CONSTRUCTION NOTES(THIS SHEET ONLY) OJ DELINEATORS SHALL BE PLACED AT 25' INTERVALS. 0 DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. [Ij CMS MESSAGE TO BE DETERMINED BY THE CITY ENGINEER AT TIME OF CONSTRUCTION. I I ~ w ~w (/)> w_ 0::: 0::: uo ::",f; /;' •' ~; , l LINSCOTT, LAW & GREENSPAN, ENGINEERS ,!,.ia:;J . I 4542 Ruffner Street, Suite 100 !H33/~ll.lil ! San Diego, Ca 92111 _.-,-., ' [ ~-~:J~.,~,h~: (858)300-8800 (858)300-8810 (FX) LLG 3-116405.1 TC4 6405STG4.DWG 4/10/15 Designed By: JPK Drawn By: DVS Checked By: JPK S/'30111 L.LG DATE INITIAL ENGINEER OF WORK ... ---~. -... I ~ 40 0 40 60 m AS-13UIL. T REVISION DESCRIPTION IKE Cli;~~Q C30(BIKE)(CA) xxxxxxxxxxx XXXXXXXX CMS xxxxxxxxx END ROAD WORK G2o-2 KEEP --+ R4-7a RIGHT ~ 80 100 DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL W11-1 ~ ~W16-1 ROAD WORK AHEAD BIKE LANE CLOSED AHEAD W20-1 W20-5(BIKE) TC-4 "AS BUILT" 12f1311e R<W 4359'50 EXP.12L31Lf6 DATE REVIEWED BY: <:7.,,, <.A, ~ 1 Z. -I 3-l'.:I IN:;!PEI TOR DATE ~ CITY OF CARLSBAD ~ 9 ENGINEERING DEPARTMENT ~ Traffic Control Pion for: EL CAMINO REAL {STAGE 4) C. T. 13·03 APPROVED BY:// /j a _1 I _ JASON S. GELDERT ,, , •zy 6•L6·ZDlS. ENGINEERING IIANAGER RCE 63912 EXP.09/30/16 DAIT DWN BY: PROJECT NO. DRA'MNG NO. CHKD BY: jl$-C. T. 13-03 477-6 RVWD BY: -liJZ: ' " CJ ll ~ 2 G) 2 C ~ CD m ll CJ ll ~ 2 G) 2 C ~ [ll m ll .... - -.. I -- . . -G20-2 :rf · .. · ...... . ,,,_ ..... -. "a' - TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) IKE LANE LOSED xxxxxxxxxxx C30(CA) C30(BIKE)(CA) XXXXXXXX CMS xxxxxxxxx END ROAD WORK G2o-2 ROAD WIDENING IMPROVEMENTS WORK HOURS 9:00 P.M. TO 5:00 A.M. WORK DATES ____ TO ___ _ *NIGHT/WEEKEND WORK* TRAFFIC CONTROL DESIGN SPEED EL CAMINO REAL = 55 MPH KELLY DRIVE = 25 MPH [®]R3-4 [!] R4-7a(LT) KEEP .... R4-7a RIGHT SIDEWALK RS-S CLOSED W11-1 . , W4-2(LT) ~ l.§JW16-1 W20-1 .,, ,._ "' . ·-... " . '• .. -. .... ·-.. "J BIKE LANE CLOSED AHEAD W20-5(BIKE) W20-5(RT) "~·~' • '"'""=•·0,- .. " . ... . .. , ---,_ ' ' ~ ::- . -, ... C30 CA)' ""'-< < ,. 'tl @ @ 5E lJY OB ~ 8=i D ltil D ~ 8 IT\3 W ()fl( ~~Of F9R 8etfSfRUe,=1en (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. EL .-,,,~-' "·~•-l, "· . "• f' , ' ''' • • ! · .. •. [I],2 . ji ~ i · .. ·'. '.:•:· "'---'. ·;":-: \ ,, " ~ --- 1·, 1 '' ;...-- ' . --' j, • G20-2 . ·,-tr °\ I •• \ \ l' '; i l Wl 1 ~1. '.:Wi 6"-1 ,; ' ' 'c5 ---. --~:- W20-5(BIKE) ' . \ ' \· , l o. EL CAMINO REAL IT] C30 CA) NOTE ,,,.,•-',. PROPOSED PIPELINE PROPOSED STREET IMPROVEMENTS FOR TRAFFIC CONTROL NOTES AND LEGEND, SEE SHEET 56. CONSTRUCTION NOTES(THIS SHEET ONLY) [Ij DELINEATORS SHALL BE PLACED AT 25' INTERVALS. [I) DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. IT) CMS MESSAGE TO BE DETERMINED BY THE CITY ENGINEER AT TIME OF CONSTRUCTION. I C30 CA); ~W:l!!!.lil : ~j : .:l.;Wi.1;1/Jli • LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 [ J~:J'"'"':,·~~ San Diego, Ca 92111 (858)3D0-8800 (858)3D0-8810 (FX) LLG 3-116405. 1 TC5-6405STG5.DWG 4/10/15 Designed By: JPK Drown By: DVS Checked By: JPK ~· PROPOSED PIPELINE. . .. ',1>." -~ __ .... ~·· -· ., ·· --PROPOSEC), ·~•,,,, .... · ··,', · I.+····· .,,,, ..• ,-. .. STREET IMPROVEMENTS \ • ' " -r-,-j',-.,,,.. ~ --!---'" I **TRANSITION CALCULATION L= (W)(S) = (4)(55) = 220 FT L/2 = 110 FT, USE 125 FT ,·,m··--••~• .,,,. __ C30 CA ~ 2 l 40 0 40 60 80 100 6/"30111 LLu It-AS-BUILT DATE INlTIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlliER APPROVAL CITY APPROVAL ., -- C30 CA ~ 0 z TC-5 "AS BUILT" RC!.~p, 12[31l'B 72/13/18 DATE REVIEWED BY: <l•t_•.A~l-Z.-):,,-\j " INS!'EC OR DATE ~ CITY OF CARLSBAD ~ 0 ENGINEERING DEPARTMENT ~ Traffic Control Plan for: EL CAMINO REAL (STAGE 5) C.T. 13-03 APPROVED BY:i,/~ () ,., . . j JASON S. GELIDERT 7.' .. tf./i,•~I! ENGINEERING IIANAGER RCE 63912 EXP.09I30I16 DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY:~ C. T. 13-0J 477-6 RVWD BY: j □ ll ~ • 2 (j) 2 C $ tll m ll m l> \.~ □ ll mo l> ,oc ,CL :E ~~9 ~ ~ er. ~ -< 2 . ' . 'l> (j) g~? ' z rn 2 ~ C ::,:; ''I C ~ pg D . "" $ f' c:n !TI • m [II I tJ ~ m z ll m 1l ~ ► □ ll ~ . 2 (j) 2 C $ tll m ll □ ll l:> , Cl :E OI =s -Cl c,§ 0 ,ll,, 2 ... IO -.ic OI ';'I $ OI [II m ll <( -.• ····-•• •· .... " .• · , !~20-2 • •• •~----. ... ' ;,";•,::'.:;•;~' ,c;· ·"C~C.";·: . .,;;_fl ; • • W20-5(FTT) ~ . I I I I ,, ,~---__ ,, __ _ I .... I. I EL CAMINO· REAL -----.. ·······---............ ·····•······ -----------······--... ·----- ,_ 500' W4--,2(FTT) W20-5(BIKE) f I I I I I •••• • •.• · • 0W4-2(R~)A···· W20-5(BIKE) / I .... I I EL CAMINO REAL 500' ·· C30(BIKE)(CA} W11-1 W16-1 200' OPENING i-------------'=--=--==:.::.:.:.:::.. _________ I I I I • .. . . •.... . I I , ...... 1· I I I • I I I ... ~~~ OJ : : .. -...J s; ....... -···. . . .. . . . . . . . . ___ · _· _···_···· ·;=~:2:;!;;:00==;~~-==-~-==.~=-~=~-::=-:;"'···;:··="';_,·""· ;·;-;:;;;;~qc=33;0J((~CA~:."i);; .. .::_··:-_-.::_;--=-=f-~~=-;~~~---_:'"_~---..,-ir~~~~-~;~--,-~---..,---<:--_~:-..,~:1r~t~<t~-,cf_-..,""'_:~----..,:-◄~:,,-..,:-..,:-.. ·,_,:-::-.i. t.;;:;:1::;;;:;c~,~o:1t{;;::ICA~.1J)~.[:;;-~:w ~; ~ L·~=-~::===----"=·· .... ·· ... ···_···=----~·····J1=i1~1_· ____ · .. R_4_7_"_"~12~·~M:'.'.l;N·~--------<..._·· ==·----· -~C~3K>O{((C;:A~) i[[ __ -,---1_2_'.,.M_IN_. ~~~5;~(~i<~1L-T)R[;i OJ 0 -W12-.1 ~ Ill .. ..... n•• ,"_.\';;;\,:: "•••.. • ............... --···· : : . ~.·.· .. ·.··.···.······•.··· .. ···.· ·.······•·•·· rcs,_/()',_,~A;\\;,'•c) ~:.-,.,,,,"""'-··,, .. ·.······,.·.·····w.·,~.,-:.~.--·~=• • • ••••••"·• ••·•· ............. ••••'•••• •••• :' < J ·_;·_ ;_·_.:-:::·.:·::~:"~ t · ·· ·· .. ·• ·• · ·•·• . • 1· ······. ..... .. ••• . . I . • •••••·• OJ .. --·--··-....... . . 1· I *900' TRANSITION TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) NARROW c12(CA) LANE IKE C~~~D C30(BIKE){CA) END ROAD WORK G2o-2 l®IR3-18 ~R3-3 r,iR3-5(FTT) ~ RIGHT LANE MUST R3-7(RT) TURN RIGHT KEEP --+ R4-7o RIGHT I \ W4-2(RT) xxxxxxxxxxx xxxxxxxx xxxxxxxxx W11-1 W12-1 CMS UTILITY lhtPROVEMENTS WORK HOURS 9:00 P.M. TO 5:00 A.M. WORK DATES ____ TO ___ _ *NIGHT/WEEKEND WORK* TRAFFIC CONTROL DESIGN SPEED EL CAMINO REAL = 55 MPH W20-1 W20-5{BIKE) W20-5(LT)MOD W20-5(RT) l!Jw16-1 C30{CA) I I 100' TANGENT I · I I 100' I I I 'tJ @ @ 51 ~ Eftl ~ □ □ 5:';3 □ CYJ Q [ii) SYZ!>'}/( ~ ~ G L'.:J u u U\..J t...,-._:,. u u u / \ NOT FOR 60HS7RU6f!GH 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 DEFlNED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. NOTE FOR TRAFFIC CONTROL NOTES AND LEGEND, SEE SHEET 56. CINDY LANE CONSTRUCTION NOTES(THIS SHEET ONLY) OJ DELINEATORS SHALL BE PLACED AT 25' INTERVALS. 0 DELINEATORS SHALL BE PLACED AT 10' INTERVALS. [Ij CMS MESSAGE TD BE DETERMINED BY THE CllY ENGINEER AT TIME OF CONSTRUCTION. i i i . ' ); ; ' G20-2 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFlCATIONS 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. !,til,l5•)~f ' LINSCOTT, LAW & GREENSPAN, ENGINEERS !;.1•,:,, b • 4542 Ruffner Street, Suite 100 ELw-i., ~ J,1 San Diego, Ca 92111 ' 1~~J~~~◄ (858)300-8800 (858)300-8810 (FX) LLG 3-116405.1 TC6 6405STG6.DWG </10/15 R.C.E. 43595 DATE Designed By: JPK Drawn By: DVS Checked By: JPK -"i --,.....; __ R4-7o i i! ; 0 It) II~~-_ ':w20-1 1 • I !;, i. ',~ ,, . 12· Ml..· "· OJ ... *TRANSITION CALCULATION L= (W)(S) = (16)(55) = 880 FT USE 900 FT I ,f~----i,~50Q!O'.'._' I .. C30(C • ••• 1 . I ..... . .. ; ... ; .. : .. NOTE .. .. ~ 0 z g Ill .... II t,_ ,,.,,,,_ ~: ......... TC-6 "AS BUILT" RCLJ~~EXP. l2[31 /18 12 /13 11s DATE REVIEWED BY: • I t :i I NIGHT OR WEEKEND WORK FOR THIS <1, Ii:. ,, 1 Z -13-) "'I_ 40 0 60 80 100 STAGE OF CONSTRUCTION IN1PE OR DATE CTE] 1 CITY OF CARLSBAD ![SHE~TS I ENGINEERING DEPARTMENT j 9 i Traffic Control Plan for: EL CAMINO REAL (STAGE 6) C.T. 13-03 APPROVED BY: // 'J nA ' JASON S. GELDERT .~ / • , 6·l6-zc1s ENGINEERINGJ!! NAGER RCE 63912 EXP.09/30/16 DATE $/30/17 LLG 1n ,AS-0UILT DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: l~ C. T. 13-03 477-6 REVISION DESCRIPTION CITY APPROVAL RVWD BY: .:,i.¢-ENGlNEER OF WORK OTHER APPROVAL • , □ D ~ 2 (j) 2 C $ [D m D □ D ~ 2 (j) 2 C $ ID m D □ D ~ 2 (j) 2 C $ ID m D □ D Cl )> OI ~ ~ ... c:, 2 2. ,.. (j) co ..... 2 01 ""' C oi :;: ID m D SC3(CA) ASHBERR'I' RD PROPOSED WORK ZONE SC3(CA) SC3(CA)~~ HILLYER-----,.,- ST M4-10(RT) SC3(CA) JEFFERS PL W20-2 M4-10(LT) LONGFELLOW RD pl i z 0 ;:, M4-10(RT) 1rl ON CURB\. M4-10(RT) SC3(MOD) ( CA) ON MEDIAN JACKSPAR DR DETOUR PLAN~ NOT TO SCALE ROAD WIDENING IMPROVEMENTS WORK HOURS 9:00 P.M. TO 5:00 A.M. WORK DATES ____ TO ___ _ *NIGHT/WEEKEND WORK* TRAFFIC CONTROL DESIGN SPEED CANNON ROAD= 50 MPH EL CAMINO REAL = 55 MPH *TRANSITION CALCULATION L= (W)(S) = (12)(50) = 600 FT USE 600 FT ·. \ \; _, *soo· TRANSmON l:F) 00 lg 11 D 5:l5a D [?!J 8 00 W iYK rm:r FOR eotH3TRUGT1otl O' 1 ' 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 DEFlNED 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 RESPONSIBILmES F"OR PROJECT DESIGN. R.C.E. 43595 DATE TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) C30(CA) ~R3-2 l◊DETOURI SC3(CA) xxxxxxxxxxx xxxxxxxx xxxxxxxxx CMS I fl DETOUR I SC3(MOD)(CA) EL CAMINO REAL SC7(MOD) NORTHBOUND (CA) END ROAD WORK G2o-2 iEND7 ~M4-Ba . . ,....P,.E-,.\.9..W,W M4-1 0(LT) . .. ... j USE DETOUR W4-2(LT) [ i DETOUR •> : M4-1 0(RT) W11-1 . ~ ( ') C30(CA.J[~ ••...... C30(CA)if ····· · · C30(CA) .. ·· ·· , • I. . I. I · CANNON ·R· •· .:·.·.···· •·•···· ................... OAD .. NOTE FOR TRAFFlC CONTROL NOTES AND LEGEND, SEE SHEET 56. CONSTRUCTION NOTES(THIS SHEET ONLY) OJ DELINEATORS SHALL BE PLACED AT 25' INTERVALS. [f] DELINEATORS SHALL BE PLACED AT 1 0' INTERVALS. [Ij CMS MESSAGE TO BE DETERMINED BY THE CITY ENGINEER AT TIME OF CONSTRUCTION. . " 0 CONTRACTOR SHALL PLACE TYPE II BARRICADE WITH C30(CA) SIGN AT END OF LEFT TURN POCKET. ~ SEE DETOUR PLAN THIS SHEET. BIKE LANE CLOSED AHEAD t:t•! l !Ja~,W.)il.l/1 i LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 1 00 . . j San Diego, Ca 92111 , .... ., i;A./-.fAJ 1 (858)300-8800 (858)300-8810 {FX) LLG .3-11 6405, 1 TC7-6405STG7 .DWG 4/10/15 Designed By: JPK Drawn By: OVS Checked By: JPK W20-1 W20-2 W20-5(BIKE) 40 LEFT LANE CLOSED AHEAD 0 W20-5(LT) W20-5(LT)MOD 'z: "' c., z ~ b 0 N MATCH LINE B I . ii STATION 446+00 SEE SHEET 63 ! ! l • . iOJ ! • '. )! i ,z ' , 11 l ; ~ t t i : I I ! . . " . ' 1l·.,. , w c· - •. ·G20-2 \ 300' TANGENT 14' MIN. C30(CA) OJ ex: wt z~ ------'"-"""· -------------~~-~------~ --:J"' CJO(CA) . " . _j 1 ;; 'i <{; 1· I WI) Ayl I ; '" ... ·. , i,y;:,_r-:_/-c{l''.'')', ' _____ JJ~--------' i ! O::'.: I h o· Z • !' ~. I <{. ' . • I 01·,,1 1,i,1 1t·t t \ ,I ! ♦ I j t l __J ti I I W i f I I, ;,. ! . , I 1:: 1 : 1 : ; I ., 1 • : 1, , I I I ,. !w20-1 o':¾-. .. '"'••·<-+ -~~'¼ '».¼, ,,.,",.,.,.,,,,_,., __ ''•cc, • •,, t.:-~,0::;:~·:¼~ · ·-¼ G20-2J; ,;·· I ! \''5 <t:. j.L------- 11'(20-5(LT)MOD l l I i ; I l iJll--------- 1 W20-1 "' g "AS BUILT" ~~ "' ~ :r:g Uw ~~ ~ TC-7 1'2/13 / t8 DATE NOTE REVIEWED BY: 40 60 BO 100 NIGHT OR WEEKEND WORK FOR THIS STAGE OF CONSTRUCTION Z-ll-11 DATE 1-----+--+------------1----1----1----1--J ~2 ITY OF CARLSBAD ~ ~L._g_j::::::=~==:E:::N:::;G::;IN::::E::ER:::1:::::NG::::::D:::E:::::PA:::R::::TM::::=ENT:::::::::==~l3!..]=="":::::::: S 30 17 LLG-1 A'5-BUIL-T DA TE INITIAL OAIT IN111AL DATE IN111AL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL Traffic Control Plan for: EL CAMINO REAL (STAGE 7) APPROVED BY: ENGINEERING DWN BY: --- CHKD BY: )~f- RVWD BY: .}\..i!- PROJECT NO. C.T. 13-03 C.T. 13-03 DRAWING NO. 477-6 "' >--u 8 " T :!) no Co "c ~ c:, ~ <n < "D • ~ ~z ~~ ~ cI ~o " " mm g,= Wz z m ~ "' >-~ 8 -u ~ '" 00 aD oC rn '] ~"' ' " . 0 :'lz z~ C< CI Wo " "D mm g,: w z z rn ~ .::, . OI :l N C) a. ,.. IO """ a, ":" a, ' □ ll ~ 2 Gl 2 C ~ [ll m ll □ ll ~ 2 Gl 2 C ~ w, ll □ ll ~ 2 Gl 2 C ~ [ll m ll □ ll ~ 2 Gl 2 C ~ [ll nT ll TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) C30(CA) xxxxxxxxxxx XXXXXXXX CMS xxxxxxxxx END ROAD WORK G2o-2 ROAD WIDENING lt.1PROVEIIIENTS WORK HOURS 9:00 P.M. TO 5:00 A.M. WORK DATES ____ TO ___ _ * NIGHT/WEEKEND WORK* TRAFFIC CONTROL DESIGN SPEED EL CAMINO REAL = 55 MPH W4-2(LT) W20-1 LEFT LANE CLOSED AHEAD W20-5(LT) 350' TANGtNT ,' ,,_ ,. . " ' wc~;13····· \ ... \ \ I \ \ '8 @ @ 51 ~ 00 ~ 8:-, 8 in1 8 ~ 8 00 W ~/( tm=r reR eoNs=rRuc:r1cH O' 1 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. R.C.E. 43595 DATE ' --i . w20::..1~ I EL CAMINO REAL .. ·······-····--.•..........•.••• ----·-· .. I" I I ... I ............... L....... . ..... --. ,-C:-,~C,.,~"1 'w,::,.,,:m,~:~,w-" J .,, __ • ,_,,M•' . I . . ...... . ""'"""''~···--- . • 1 I I I I I f • '"" T\ci20.:;2 · · .---··· / ' .. W2~~5(LT) ~ ···•· NOTE .• \-... I I I I I I I I I FOR TRAFFIC CONTROL NOTES AND LEGEND, SEE SHEET 56. CONSTRUCTION NOTES(THIS SHEET ONLY) [j] DELINEATORS SHALL BE PLACED AT 25' INTERVALS. (3] DELINEATORS SHALL BE PLACED AT 1 0' INTERVALS. 0 CMS MESSAGE TO BE DETERMINED BY THE CITY ENGINEER AT TIME OF CONSTRUCTION. • ""'"'" ...... ----- . ·--:, ,· ' I I I I I *675' TRANSITION *TRANSITION CALCULATION L= (W)(S) = (12)(55) = 660 FT USE 675 FT I s.1.1i·1·•••• · --~' 40 0 40 ENGINEERS '•lit:l~•j,J LINSCOTT, LAW & GREENSPAN, ... _. . • ~·• 4542 Ruffner Street, Suite 100 .., !l il31i t:j l.lJJ ' San Diego, Ca 92111 ., ( ~~:;,~~~., 1 (858)300-8800 (858)300-8810 (FX) 8/?,0/17 LLG /t\AS-SUIL.T DATE INITIAL • .. .• ··--.. ··--·,· ·•· .... ,;,-:;,< .. , .. "I( ... , .•.. :·-···-·····-·,,,. (.) TC-8 "AS BUILT" RC~ EXP. 12/31 (rs 12/13(18 DATE NOTE REVIEWED BY: I 2t-l3-l°i la NIGHT OR WEEKEND WORK FOR THIS -c-J., ,, J I -60 100 STAGE OF CONSTRUCTION INSj/EC OR DATE ~ CITY OF CARLSBAD ~ 3 ENGINEERING DEPARTMENT ~ T rcffic Control Plan for: EL CAMINO REAL (STAGE 7) C.T. 13-03 APPROVED BY: ~ (}.#.,'.)_,A' JASON S. GELDERT ...,..,,.., .. 6·16•2,olt ENGINEERING NrANAGER RCE 63912 EXP.09/30/16 DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITlAL DATE INITIAL LLG 3 116405. 1 TC8~6405STG7 .OWG 4/10/15 CHKD BY: Y¼ C. T. 13-03 477-6 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: Designed By: JPK Drawn By: DVS Checked By: JPK a, 1.,1 0 .... IO a, 0 Il i 2 [;} 2 C s [D m Il □ Il ~ 2 [;} 2 C s [D m Il □ Il i 2 [;} 2 C s [D m Il □ Il )> Cl ~ ~-c:, 2 GJ ,. 2 ..., C ';'I s a, [D m Il :::---' - 14' hl\N. 0 ..,, PROPOSED RAISED MEDIAN I ·•·· ..... ···--•-I·-__ .• I I I I I I I I I I I PROPOSED PIPELINE 14' MIN .. **400' TRANSmON .,__ __ »... ·-\----,-------··-·--... ----· --------·-·-·--~ " -• ~~ ~,-<«<O>'-><«=•=-"' ~ ~'"'~•"-•mm,mM·"c'"'~, ,« "' "-""""•-- . ·---·-··---J **TRANSITION CALCULATION • I 11• I I I I I a:: I: <(; I / .,11 Qi 0::::! I' I '. / I I .·, Z I• ! I i t 0/ f I! Zl i ; l zl I t 1 01; I iJ : 1· I ' ' . / / ,i f MATCH LINE A SEE LOWER RIGHT ~,4 ·------~-~-~---- I ' I \ !' I I \ I j ' \ ' !i ' !l ~- y,.; ~/; r_;;, _ • ( C./:) It ti I ; '/ i ; ii II] i i l I i : ! ,, J j l J i I • ---I I . I \ -~~,7 -/1----- ·1 I i i I ' : i 0 i f i ' I ! , f 1 0 j . / ! LO I·, l i ! j ; ; I I . :c.lL.-'-----1 i 1W20-5(LT) I i J<~9D) g 1,.,ii!f &0 ' ' J ' i 1 1 111/ I t ~-:----. . W20-1 I l JI 1 L= (W)(S) = (14)(55) = 770 FT L/2 =385 FT, USE 400 FT TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) xxxxxxxxxxx XXXXXXXX CMS ... ,,,, _________ ,, . '" --" . C30 CA ;e;, .. C30 CA), .. · re ... R6-1 RT) ! " . I L • . " ' • :G2b-2 .T," ' . • I REAL .- '..I"',_'. W20-1 150' TO BCR xxxxxxxxx 1, ONE WAX> R6-1 (RT) W20-1 '8 @ @ '.ll [j) 00 ~ 8--, 8 fo3 8 tr/J 8 ffil W ef!f- HO=r FOR eous=rRue=r10H a 1 -END ROAD WORK G2o-2 IKE LANE LOSE C30(CA) C30(BIKE)(CA) 11 W4-2(LT) W11-1 l!]w16-1 LEFT TURN NE CLOSED AHEAD W20-5(LT) W20-5(LT)M0D 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 R.C.E. 43595 DATE ' I I • I 1 I I I I I .... ~.~ (~~MINO 14' MIN. II] REAL C30 CA C3TI "' ,,, -"1 *TRANSITION CALCULATION L= (W)(S) = (12)(55) = 660 FT USE 675 FT PROPOSED RAISED MEDIAN PROPOSED PIPELINE -.. .. ,, •,,:, ... **TRANSITION CALCULATION L= (W)(S) = (5)(55) = 275 FT L/2 = 138 FT, USE 150 FT **150• TRANSITION 'i7 12' MIN.-► ...... L.!.J .... • ............. -.... . . ··········· .. ···---1 ·:::·":·:;;";;;:·:.::-.. ::;,, =-=-=--==---. ___ ..;,,;:·.;;.:·;;::;:····-· '·:.:·",'""'" -..-'; -~ -.,_".' _____ ;····.7,""~-1 ROAD WIDENING IMPROVEMENTS WORK HOURS 9:00 P.M. TO 5:00 A.M. WORK DATES _____ TO ____ _ * NIGHT/WEEKEND WORK* ------------·-······-- -----------·······""··--------................. . ".,~ .. ,-· .. ·"::cc;,"·.,·.· **TRANSITION CALCULATION L= (W)(S) = (12)(50) = 600 FT USE 600 FT , ;AANSli\01< •·••·· N~o~ .. R?~B ....... ,, .... . <'"', m=•-•o"'. •< ,'.,,°, ,m,m~ ,-~••"•"•'"''"" .,,.m~' " CP: ............ ·· ...•...... ········ . II] ······ ..... ·- ,""=,.,,o,·- ' :'. C ""'°""""'•'='" •~•~•"'>'C,M ,m~ ,.,,,,.,~,a~•• ' -.. ~•MO AA<''"'' 0 -,... NOTE FOR TRAFFIC CONTROL NOTES AND LEGEND, SEE SHEET 56. CONSTRUCTION NOTES(THIS SHEET ONLY) [Ij DELINEATORS SHALL BE PLACED AT 25' INTERVALS. [}] DELINEATORS SHAUL BE PLACED AT 1 0' INTERVALS. [}J CMS MESSAGE TO BE DETERMINED BY THE CllY ENGINEER AT TIME OF CONSTRUCTION. TRAFFIC CONTROL DESIGN SPEED CANNON ROAD= 50 MPH EL CAMINO REAL = 55 MPH ~Wt# LINSCOTT, LAW & GREENSPAN, ENGINEERS c_WJ~ .. 4542 Ruffner Street, Suite 100 ~ml ..).li . San Diego, Ca 92111 ' . "' .. J I:' ~;j-~-,~)7 (858)300-8800 (858)300-881 0 (FX) LLG 3-11 6405. 1 TC9-6405STG8.DWG 4/10/15 Designed By: JPK Drawn By: DVS Checked By: JPK ·,., ·•,.,,o, •,.,".,'.''.''.'.'"'."" 50' 8 500· IKE LANE _ ......... ... ·--. _ ·•...... I TAPER I 500' ~ .. J --•••< ,.,_~,_, <••<O> M .. ,., •""' <M'' •-' ► ------··· ..... "-•······· -···~-...... :;;,·:,)'~,".=.·,· ,·~, , .. , TC-9 ''fS BUILT" f j)J/ A"~ •ii'I 1211~11s R 43595 J'EXP.11.[31118 DATE ,-== NOTE REVIEWED BY: ~ ~ <"4-~-'. I NIGHT OR WEEKEND WORK FOR THIS 2-/3-14 40 0 40 60 80 100 STAGE OF CONSTRUCTION INSJ6EC rroR DATE , ~ CITY OF CARLSBAD ~ 4 ENGINEERING DEPARTMENT i Traffic Control Plan for. EL CAMINO REAL (STAGE 8) C.T. 13-03 APPROVED BY~. , ; l,f w-JASON S. GELDERT , 6· /6 • Z.OIS ENGINEERING ltlANAGER RCE 63912 EXP.09/30/16 DATE 8130'1 LLG Ii-AS· 6U!L T DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: J t.f.- ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL RVWD BY: ,!\Al-C.T. 13-03 477-6 CJ JJ ~ 2 G) 2 C s CD m JJ CJ JJ ~ 2 G) 2 C s CD m JJ □ JJ ~ 2 G) 2 C s CD m JJ :, .. ! -•,, EL CAMINO REAL ◄ W2Q:'..5(LT) I;, · W4-2(LT)~ .... .. ············. . 500• --~---.... ·······-··-----·· ... ··········-··--- -,.,.. . I I _...,_, I I .. r. •<,, "---------, W20-5(LT)f- / .•... I I I . ···/ .. I I 500' . I ,- 1 I ,- ····· . \ .. · · W4.:::2(LT) r, I I I I I I I _,,µ.,,ow ___ .,_...,.~ o .. :: o::r ... ·OJ . "O! 3 ~ ! J..::~;_-...... -.. -.-... • .. -..... -.. -........ ;;:.:._ .... -.. ~ .. ~ .... ·J'i.c-3•0(""'."CA-:-)-•··•-·•-··•···-.: ... · .. ····""· .. ·-· -.............. =-.-.. = ... ~ .... = .. == ... = .... ~.===.1.-11lr.c:':.3~0(=.CA~)-•. -.. == .. = .... --...... -.-.. ---:-+------:--,-:,!~:~:;;:;-;c~:;::c)A;i)-· ------:--('--:--~---:-~c-30-(-cA~),._[_. -:-• .............. ]~.c;j3~o(icCA'i;)~ .................... ---... -.. ~-~;(1~)[ .· .. "T'" z o.. ill : OJ ~a~ I (.) ,-::, ------····· ····· ~~ ~ •------------·-·· . . --·····•· ... ······-· ....................... : ~ . . .. .... I -:t~· "*•¾•-wn,-... , • .__0 , • ,,,~:»,.-.,»-.., __ ,~•--~•·••~~ I )_,_,, ,~._ •-m w ~-•• >•*> < •=M ,_S, =•*•*• • •~» ;; , I 11 / '""'~"~-~~~"" •*" """""[ ,x I *675' TRANSITION *TRANSITION CALCULATION (W)(s)2 ( 12)(55)2 = 660, L 60 = 60 USE 675' 'iJ@@5' ~00§8-aB~B[l]800W r1iK ~~ST F8R 98Pf5"FRUS"F!Gn (/11 ' DECLARATION OF RESPONSIBLE CHARGE ROAD WIDENING IMPROVEMENTS I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISEO RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN WORK HOURS 9:00 P.M. TO 5:00 A.M. WORK OATES ____ TO ___ _ 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 / R6-1 (RT / PROPOSED / PIPELINE 335' BUFFER TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) xx::::::::x CMS rr-ly R3-5(RT) xxxxxxxxx ~ END ROAD WORK GZO-Z I®] R3-18 C30(CA) I [ W4-2(LT) NOTE FOR TRAFFIC CONTROL NOTES AND LEGEND, SEE SHEET 56. CONSTRUCTION NOTES(THIS SHEET ONLY) OJ DELINEATORS SHALL BE PLACED AT 25' INTERVALS. (3] DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. [}J CMS MESSAGE TO BE DETERMINED BY THE CITY ENGINEER AT TIME OF CONSTRUCTION. .!d ~~ t LINSCOTT, LAW & GREENSPAN, /;,),'ii ,, 4542 Ruffner Street, Suite 100 . ,., !Ll.ti;,,;1.w San Diego, Ca 92111 W20-1 W20-5(LT) ENGINEERS I . _; , .).a;J.l,>.#.IJ . (858)300-8800 (858)300-8810 (FX) 8/30/17 DATE LLG 3-116405. 1 TC10 6405STG8.DWG I.LG INITIAL *NIGHT /WEEKEND WORK* TRAFFIC CONTROL DESIGN SPEED EL CAMINO REAL = 55 MPH JOH~1$ Designed By: JPK Drawn By: DVS 4/10/15 Checked By: JPK ENGINEER OF WORK R.C.E. 43595 DATE ..• 500' 0 ... ~ II • -0 ~ z """"» 1'i 1/J • I **TRANSITION CALCULATION (W)(s}2 (2)(55)2 L= 60 = 60 = 11 o· L/2 = 55 FT, USE 75' TC-10 "AS BUILT" RCt~XP. 12131118 fZ{f?>[f 8 DATE NOTE REVIEWED BY: ~ .,1,.. '~I z -J_j-1'.:'{ I NIGHT OR WEEKEND WORK FOR THIS I 40 0 40 60 80 100 STAGE OF CONSTRUCTION IN $PE,CTOR DATE ~ CI' 'Y OF CARLSBAD SHEETS 92~ 5 ENGINEERING DEPARTMENT Traffic Control Plan for: EL CAMINO REAL (STAGE 8) CJ. 13-03 APPROVED BY: a () .Jt I 1IJ.. JASON S. GELDERT -...,.,, /I. ,J ., 6 4&•z.o1 l ENGINEERINGjfANAGER RCE 63912 EXP.09/30/16 DATE 1r, AS-e.Ull.T DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ,)(k C. T. 13-03 477-6 REVISION DESCRIPTION CITY APPROVAL RVWD BY: ..\IA-OTHER APPROVAL m ,, ~ 8 " a CD mo o □ "c ~ c:i ~'" < " . > 0 ,z z ~! c< ~a lJ ;:R O· lS ...., LI•!;, wz z ~ ,, . a, en 0 .... UI a, □ JJ i 2 GJ 2 C $ ID m JJ □ JJ ~ 2 GJ 2 C $ ID m JJ □ JJ ~ 2 GJ 2 C $ ID m JJ □ JJ ~ Cl:§: ~-c:, 2 ~ GJ ""2 -.ic a,$ ID m JJ ·• ..• . .. ,, ··-~~,.._ ...... · .. .. ,_·"-. ...__ 12' MIN. OJ. '"'!'<, C30( CA)fflC:30( CA) 12' MIN. OJ -- ----;-r..,__sc3{CA) M4-Ba}I ti; g DETOUR PLAN[±] NOT TO SCALE ROAD WIDENING IMPROVEMENTS WORK HOURS 9:00 P.M. TO 5:00 A.M. WORK DATES ____ TO ___ _ *NIGHT/WEEKEND WORK* TRAFFIC CONTROL DESIGN SPEED EL CAMINO REAL = 55 MPH I • • I C30(CA) *TRANSITION CALCULATION L= (W)(S) = (12)(55) = 660 FT ····--~·:··;:··; .,,,. ---~--' R6-1{RT) ;..r:_ R3-5(RT) :: ·~ .,_ USE 675 FT .. ""' OJ .. C30(CA) C30(CA) . *TRANSITION CALCULATION L= (W)(S) = (12)(55) = 660 FT EL CAMINO REAL .... ·•······ .. ·•· ..... -- -< C30(CA)ffi C30{CA) USE 675 FT OJ C30(CA) jC30(CA) C30(C~)[ **TRANSITION CALCULATION L= {W)(S) = {13)(55) = 715 FT L/2 = 358 FT, USE 375 FT 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 DEFlNED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. .. ....... C30(CA)[ 2 C30(CA)[ C30(CA) C30(CA)[ C:30(CA)[ NOTE FOR TRAFFIC CONTROL NOTES AND LEGEND, SEE SHEET 56. CONSTRUCTION NOTES(THIS SHEET ONLY) OJ DELINEATORS SHALL BE PLACED AT 25' INTERVALS. 11] DELINEATORS SHALL BE PLACED AT 10' INTERVALS. [}J CMS MESSAGE TO BE DETERMINED BY THE CITY ENGINEER AT TIME OF CONSTRUCTION. [±j SEE DETOUR PLAN THIS SHEET. '=f R6-1 RT) TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) xxxxxxxxxxx XXXXXXXX CMS xxxxxxxxx END ROAD WORK G2o-2 C30(CA) iENDl ~M4-8o EL CAMINO REAL ~R3-2 r,iR3-5(RT) ~ II I.(} DETOUR I SC3(CA) I '1 DETOUR I SC3(M0D)(CA) .. OJ )2' MIN. w:gt z+~ -~ .....• -0 . . .... ....J ,._ c:: st w z~ C30(CA) I ..J . .,::1. ·--····· I r.7 12' MIN. -► Io3 .......... ·············· -.. J..2..J -------.. ··----····· 0 < w -------~t,,~ i_i I R3-5(~ .. · ... ··· ············· I • · __ c. __ • '.°= •. ,:::::.:=::::,:::·· ==::= : '':.·::: =-= ~ ··-····~····,--- m .. ]R3c.c2 " 0.-}c30(CA) J •• • " / R3-5(~ • .. ·. : ti <(Lu (/) a:::: _,_ ._J (/) :i..h. :' 'W2b-1 150' TO BCR OJ I ~ 40 D ::c I I I ~t z , b st n • &~ c5 VJ ~ 40 350' TANGENT ~ I 60 80 100 ~ 6 W4-2(LT) W20-1 W20-5(LT) LEFT TURN LANE CLOSED AHEAD W20-5{LT)MOD TC-11 "AS BUILT" 4P~ fa 12(13 /!8 R,/,.; 43 95 dEXP. 12/31/18 DATE V REVIEWED BY: J <°1 v (..,A I -z-J3-l°l IN~PEI TOR DATE tITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ Traffic Control Pion for. EL CAMINO REAL 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. !JJ:}.$!)JI ' LINSCOTT, LAW & GREENSPAN, ENGINEERS (STAGE 9) C. T. /J-OJ R.C.E. 43595 DATE w·• Ruffner Street, Suite 100 ... 4542 Sial3i,U,'.W i San Diego, Ca 92111 • r:~~-,:~µ-~~ ~ (858)300-8800 (858)300-8810 (FX) LLG 3-116405.1 TC11-6405STG9.DWG 4/10/15 Designed By: JPK Drawn By: DVS Checked By: JPK APPROVED BY:{; rJ I A IIL JASON S. GELDERT • 6•/6•~/S ENGINEERING LtANAGER RCE 63912 EXP.09/30/16 DATE 6130117 LL.G /t\ AS-~UILT DWN BY: PROJECT NO. DRA'MNG NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: JU--C. T. 13-03 477-6 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPPOVAL CITY APPROVAL RVWD BY: 2l,~ ' OI OI 0 ... IO OI □ ll ~ 2 G) 2 C :s: [D m ll □ I -2 G) 2 C :s: [D m ll □ ll ~ 2 G) 2 C :s: [D m ll □ ll I Qz ~ ~ [D m ll ROAD WIDENING IMPROVEMENTS WORK HOURS 9:00 P.1,1. TO 5:00 A.M. WORK DATES ____ TO ___ _ *NIGHT/WEEKEND WORK* TRAFFIC CONTROL DESIGN SPEED EL CAMINO REAL = 55 MPH '""='=@ w,=,~~ ' . ~-~~··~-~, i I I I • . I . I ..• I I • 12' MIN. PROPOSED PIPEPLINE -I"-12' MIN. ,C30(CA) C30(CA) l'" I'" ,3 @ @ !l1' EP 00 t§ 8s D fttl D [?B £ IT2 ZJ-tlfJ/-►1Gr FOR GOt,s:FRUG=FIOPI o• , 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 JO~ R.C.E. 43595 DATE :--,. -,, EL CAMINO REAL PROPOSED RAISED MEDIAN *TRANSITION CALCULATION L= (W)(S) = (12)(55) = 660 FT USE 675 FT EL CAMINO REAL *675' TRANSIT/ON . . .;-· OJ. ]C30(CA) ···C30(CA)[: : .... /'. r·-·: TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) xxxxxxxxxxx XXXXXXXX CMS xxxxxxxxx ['1R3-5(RT) END ROAD WORK G2o-2 (1,?~:~S> R6-1(RT) LANE CLOSED C30(CA) I [ W4-2(LT) W20-5(LT) NOTE FOR TRAmc CONTROL NOTES AND LEGEND, SEE SHEET 56. CONSTRUCTION NOTES(THIS SHEET ONLY} OJ DELINEAT0RS SHALL BE PLACED AT 25' INTERVALS. @J DELINEAT0RS SHALL BE PLACED AT 1 0' INTERVALS. IT) CMS MESSAGE TO BE DETERMINED BY THE CllY ENGINEER AT TIME OF CONSTRUCTION. ROAD WORK W20-1 AHEAD 1171R3-5(RT) ~ LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 J . I 40 j !D Jo 0 (858)30D-8800 (858)300-8810 (FX) 6(30(\ LI.G t1\A5-0UILT LLG 3-116405.1 TC12-6405STG10.DWG 4/10/15 Designed By: JPK Drown By: □VS Checked By: JPK DATI' INITIAL ENGINEER OF WORK REVISION DESCRIPTION I 80 100 . ........ ··-- 0 ... ~ II • ~ 0 ,;; z _, c) en soo• . .. -- .,, ~ •) .. J t s: LJ..J ~ LJ..J Kl> a::--og ..... \\ ~- TC-12 .. "AS BUILT" 1idk ,jcl 12ll3 (18 R~ 435:,5 fEXP 12/31(10 DATE NOTE REVIEWED BY: J ~ ~ fLJ, _ NIGHT OR WEEKEND WORK FOR THIS z.-/3-1 '7 STAGE OF CONSTRUCTION INS C OR DATE ~ l} TY OF CARLSBAD Lml 7 ENGINEERING DEPARTMENT t Traffic Control Plan for: EL CAMINO REAL (STAGE 10) C.T. 13-03 A . APPROVED BY:~ ~ ~ ,-JASON S. GELDERT ~.I., ;,, I:• l6· lol f,, □ JJ Cl ~ O'I ~ :E ..... c:,z • 0 ... ,II, Iii IO ..... 2 O'I 71c O'I ~ Ill m ENGINEERING IKANAGER RCE 63912 EXP.09/30/16 DATE JJ OWN BY: PROJECT NO. DRAWING NO. DATI' INITIAL DATI' INITIAL CHKD BY: .:,q1. C.T. 13-03 477-6 RVWD BY: .)IR-O1HER APPROVAL CITY APPROVAL ~ EL CAMINO ..... - ...... - ~---' ' =~=:::: .. ::· :: ·.:: ~ ........... , --.. ·-····· ---•-""-""""*" ~•»*»*'» -,,, ,, ,. ····•.· ,, •• ,.,,, .. ··--~·-···----""' ----· ___ ,_,,,, *675' TRANSITION *TRANSITION CALCULATION L= (W)(S) = (12)(55) = 660 FT USE 675 FT ~y:~.-,·~::·•··~·~~-,=:··=-=::=:::::=:·===~=~~==::""_ .. =~ .. _=./:/':"' --- ~~s .. ,, -.~'•::,:--:··· , .. ,·,--·.,· ,,. ' ·-"'I• .r~ .. CAMttyq.JJ. EAL :r: 2: a: .. .... . ... .. ··-.. -... . ........ CJ g::, ... -....... ,,,..,,,. ,. ,::.'~!~''.:".'.'.'":•:, ...... ,:.:,, ,, j~~ --... C30(2;_)"•"•" ... "' .. , ... ,.,~·~ .. , ....... .. 12' MIN. "OJ, "'•· TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) xxxxxxxxxxx XXXXXXXX CMS xxxxxxxxx END ROAD WORK G2o-2 ~R3-18 C30(CA) W4-2{LT) ROAD WIDENING IMPROVEMENTS WORK HOURS 9:00 P.M. TO 5:00 A.M. WORK DATES ____ TO ___ _ *NIGHT/WEEKEND WORK* TRAFFIC CONTROL DESIGN SPEED EL CAMINO REAL = 55 MPH LEFT LANE CLOSED AHEAD W20-1 W20-5(LT) . o,, ~. ,o •,~,. "'" "' -· ..... - . ' ·····• .... " . C30(CA) m .. 12' MIN. '-•,., ~ ® ® 51\ ~~; ~R ~o~;~y~sr~ SB 8 b°3 W f? 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 CllY 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 ---,~f-J--1.P-J. ~/IJ.Tl'7f--•-----:R:-:.C:-:.E:-. -:-43::5~95~--(ti1!{~ @ REAL ' . ,-.,,--.... t; R3--'t8 ' ' C O{C '.r'- . w20::.1 150' TO BCR NOTE J"'"' ,,,,wm,,, / FOR TRAFFIC CONTROL NOTES ANO LEGEND, SEE SHEET 56. ... ./ 12' MIN. ,.; HO CONSTRUCTION NOTES(THIS SHEET ONLY) [Ij DELINEATORS SHALL BE PLACED AT 25' INTERVALS. m DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. [Ij CMS MESSAGE TO BE DETERMINED BY THE CllY ENGINEER AT TIME OF CONSTRUCTION. !Jl!,;,.'\!l' l LINSCOTT, LAW & GREENSPAN, ENGINEERS '.lJ ~ 4542 Ruffner Street, Suite 100 ;1;~3,t;l.J,lli San Diego, Ca 92111 ... -J~)• .. •;:!., l .. (858)300-8800 (858)300-B810 (FX) LLG 3-1 16405.1 TC13-6405STG 1 O.OWG 4/10/15 Designed By: JPK Drown By: DVS Checked By: JPK W20-1 150' TO ;BC~ 1 ! ! i L : i : I, ' I,,, ;.,, j.,.:i ; ; G20~2,r: ' ! i: • i ' \ I 6/30/11 LLGr DATE INITIAL @ \ I 40 0 11,AS-~UlLT ... .. ~'" ,'., ll' »o,,,__,, "" •••••• '"" ~ ··c:,o···(·CA··'·)·i'f'' . ··=•,·•:="'.;,•=,:.:. , ... ,.,,.,,,.,,,, ,,J !J. -_, ~--">:'"c,c ·""-e• ·- m. ~-:::;-::-----~ITI·, _·· ··-··''·_:_·= ~_Ji!~~··=•·•··=· "=-~] [I] ..... ,,., ·--C,-~.-,.,, ""'"»»»,,,.,.,"" '••, ',", •m•wJ' < •,;,:", " ~··-·zr .. ~.--, ....... -.:-~ = , .. ';:,,.""'' '. ::~:.:= .:;·= ,;: :· .. : ... ~ .. ;' .~.; ,; ::·;;i~1ri .. ::==-'.··,;.:::~~:;.~:;;;;;;':";;:;::•~! =-=::·j l.,J O t,: ~~u.i -o_, -Jo,!):: 'I' ki :r: 2: ,I;: ugS ,·, 1·· :· ' ,, ; ;; : '1 ' :-,: i; 1 ') i ;; t , .. _ i!W20-1 0 150'TO BCR t, "1;,, -5, _,.. ~ '&. 1o ?a :ii 80 PROPOSED PIPELINE NOTE ~ rs u.i :"{ V) I# ~ TC-13 "AS BUILT" R-l~EXP 12/31!18 12.(13/tB DATE REVIEWED BY: I NIGHT OR WEEKEND WORK FOR THIS c'Aft..Al I ?-/3-l"J 100 STAGE OF CONSTRUCTION IN: Pl CTO -DATE ~ C1TY -oF CARLSBAD ~ 8 ENGINEERING DEPARTMENT iii Traffic Control Plan for. EL CAMINO REAL {STAGE 10) C.T. 13-03 APPROVED BY:/,/ 'W: JASON S. GELDERT , · J 6 •/'1•Z.01t ENGINEERING~NAGER RCE 63912 EXP.09/30/16 DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL ,}l,f-CHKD BY: C.T. 13-03 477-6 REVISION DESCRIPTION CITY APPROVAL RVWO BY: :,ct,. ENGINEER OF WORK OTHER APPROVAL I' I ' I I I I I \!; ~ I~; ; £ e! :; ~Cl !n~ " m m ' ' " u • ,~ II :S Z ;;: zfTl ~c~ ~~I ~ "'0 •n~ ~ Ol f7 " 0;: I t::z z n 1l j; □ JJ )> ~ 2 G) 2 C ~ Ill m JJ □ JJ ~ 2 G) 2 C ~ Ill . m JJ □ JJ ~ 2 G) 2 C ~ Ill m JJ W20-1 150' BCR • " / .. TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) END ROAD WORK G2o-2 C30{CA) r,iR3-5{RT) ~ KEEP -+ R4-7o RIGHT II W4-2(LT) ROAD WIDENING IMPROVEMENTS WORK HOURS 9:00 P.M. TO 5:00 A.M. WORK DATES ____ TO ___ _ *NIGHT/WEEKEND WORK* TRAFFIC CONTROL DESIGN SPEED EL CAMINO REAL = 55 MPH W20-1 W20-2 '""If - ,"C-•·_oCO·~ •.•.•••••••••• m I I ... ,., "'" :1 ,-:.: ';· C30 CA) f .. . . ...... ;,; -.:·r ,.. ;, ..... ,, .. ""·······. 500' "" •'"•----::".----.}93q{CA) i I ... LEFT LANE CLOSED AHEAD W20-5(LT) xxxxxxxxxxx XXXXXXXX CMS xxxxxxxxx ~ 00 Es [1, D It;] □ M Q A svz~ U U\.J L.r-u. U u U ►10:r FOR CO►IS:r:Ruc:r10►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 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 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 -JO-H7&f/<~h.'7'f"~",,..I '9+---R.-C._E._4_3_5-95--~1&/~~-- • -.. ' [Il 12' MIN EL CAMINO REAL *TRANSITION CALCULATION L= {W){S) = ( 12)(55) = 660 FT USE 675 FT *675' TRANSmON EL CAMINO REAL ~· _______ ,. ,,,_ "·-·. '""'"" ,,, .. --_,.,, [Il .,_,,,_, .. ,, .. ' l:d R6-1 {RT) ,. ·. ' ';·. / *675' TRANSITION " --~" -. """ ,_, .. CONSTRUCTION NOTES (THIS SHEET ONLY) [Il DELINEATORS SHALL BE PLACED AT 25' INTERVALS. [fil DELINEATORS SHALL BE PLACED AT 10' INTERVALS. [}J CMS MESSAGE TO BE DETERMINED BY THE CITY ENGINEER AT TIME OF CONSTRUCTION. W CONTRACTOR SHALL SET WESTBOUND LEFT-TURN TO RECALL FOR THIS STAGE OF CONSTRUCTION. @J CONTRACTOR SHALL INSTALL TEMPORARY TYPE IV(L) PAVEMENT ARROW PS SHOWN ON PLAN. CONTRACTOR SHALL RESTORE ALL STRIPING TO IT'S ORIGINAL CONDITION UPON COMPLETION OF THIS STAGE OF CONSTRUCTION. ALL DEBRIS SHALL BE REMOVED BY THE END OF EACH WORK DAY. ' ' LINSCOTT, LA.W GREENSPAN, L~~I & ENGINEERS -·, Llil-~ 4542 Ruffner Street, Suite 100 !.I ,HJ/ !:1 IJJ San Diego, Ca 92111 I "":I,,.,,:-., J (858)300-8BOO (858)300-881 0 (FX) LLG 3-116405.1 TCH-6405STG11.DWG 4/10/15 Designed By: JPK Drawn By: DVS Checked By: JPK PROPOSED RAISED MEDIAN PROPOSED PIPELINE -'• ~ "o. 335' BUFFER _::_,_J·~-:;:-y __ :: " ' .. / L ... ····-·· I "'·~--- . . 12' .MIN. ·--....... ···-[ .. ··--- ---~, i C30{CA) ..................... -- ~ "' " ,,., ' -,... p-. ---· .. NOTE ... ,~'. I ··\ I FOR TRAFFIC CONTROL NOTES AND LEGEND, SEE SHEET 56. I ~ ~ ~ I 40 0 40 60 80 100 81~0/17 L.LG 7F. AS-BUILT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION • .. 1 I R4-7o C30(CA) m @ ► __ ,,,.,-~ ,,,..,~ -, e,26:::2-,. ' TC-14 "AS BUILT" r~ R~ 4'5595 EXP 12/31/18 12 (13 (18 DATE NOTE REVIEWED BY: j NIGHT OR WEEKEND WORK FOR THIS <1,1LA'~ . Z-13-1<:f STAGE OF CONSTRUCTION INWE TOR DATE ~ CITY OF CARLSBAD 1s~ri1 9 ENGINEERING DEPARTMENT Traffic Control Pion for: EL CAMINO REAL (STAGE 11) c.r. tJ'-aJ APPROVED BY:// 'J.tlibt_ JASON S. GELDERT 6__,/{,•lo/~ ENGINEERING tAANAGER RCE 63912 EXP.09/30/16 DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ~~ DlHER APPROVAL CITY APPROVAL RVWD BY: ..I\AL-C. T. 13-03 477-6 I!! ~ □ ,, ll ~ t'i Oo ~ 'c ~ '1 ~m ~ 2 ,, . ~ G1 ~z zm 2 C " < :t C "o jj ~ s:: O· ~s Ol wz m z ll n ~ □ ll ~ 2 G1 2 C s:: [I) rn ' ll □ ll ~ 2 G1 ,, 2 C s:: Ol m ll ' □ ll C, ~ OI :! ::E U) c:,Z 0 ,fl,, G1 ... U) --az OI --ac a, s:: [I) m ll 335' BUFFER -- "II( R6-1 w, ,_, W16-1 EL __ CAMINO REAL **TRANSITION CALCULATION L= (W)(S) = (14)(55) = 775 FT USE 775 FT **775• TRANSITION [jJ 19' "'11N. ""' -t=1 -···········•-"··· -· ]C30(CA) ]c30(CA) 15' MIN I • I () --------,-- *775' TRANsmoN '1 \ , I .· I !.' W20-'1 i l l 150' JO , BCR i' I' I' ' .. --~"'"'" ~ .. - t 00 ]c3o(cA) .... ]c30(CA) . ,.., ~-«-. --------~ . ' ::0 ::0 I t t ij -~ ~ *TRANSITION CALCULATION ) ! / i!._ i < (W)(s)2 (12)(55)2 = 660, ! G20-2 r'1 L 60 = 60 >'' ,<_ \,/'• ) < l,;,i .. , • USE 675' / 0 °"'«"' "-W•=<=,~= """" c,,==• -We ,_ J · .. !! :'1'(-',._'' _________ _c2~5~01_'._'_!T~AN~G2!:E~NT~----------•-l-' ... ,------------------------------__:_*6!!.;7~5!..._' __!T_!:!RA~N~S~IT~I0~N!...._ _______________________________ __,,::••-\500' •: • \500' •: • \500' , I, \500' , I ii \, f ' I I I I I I ',> ''v,{ I I I I I ',,.., .... ~=•===~-=~=1 .. ".,·-_··)c.'\ , .. 'r·-:''·:--·•··'·'· ~<f >"··--, .. -. -. -:::;·; -------···--·· · .... ······-···---· ·· ·· ·· · ·· ---1 -·--.... .... .... .... • -.. . .... . .... :._'__ ..................... ______ ···· ---···· · · · · ·---------: :: \ :: •• ·····-·-j 1 · ·-------·_--..,1,i W4;;:'2(L1):::,Yf~Cl::']5(L1)i~.O.::I:::[1@:J CMS • •••-• ,,, ff h i ( ( / ; ' ' -~ , __ .. , ... , ~'•···'=~=•---=w,,," ,,, "'',,, "'° , · "" >.< "M;<m«,,mm'< ·"•@~ n~"' ,n,.,,~,., • ,;~-.•-~-,,,»,., •cS<o•" ·-w, '"''"'' •~-= ·••= '•=•"'•«' ,,,~, •••=••~~-= f ;' ••,•~«: 'j ' '. '"'' •••'-' -''"" mo ·,m =•··•=· ~--, '" no·.,_ -~ o «,e ~, .,_ •• •--••• •••••• ~o=·,•" ~"•"-o•o•~o•,~-""'"'" ••••••••••• .. ••••• ••••••• • "" "" ~---~• ~ >< ><• •,•o, """"""~•.,•if•, ''" ··•--•~-••-••on"-'"'"'-• l • ""''"µ"""'""mmo•~,--•1•-•"""'"" _ ____, [! ----·-L 100' OPENING ----········--··· ..... ···•·---··--········ . . . . .... ................ . ..... -.... --I I I I al - .. 7,' o, <( j Oil 0:: : i z i I 0,1 z :i zll <(I! U •i ' . ' . i ' 11 . ' i I , I i , I f i i ' J MATCH LINE A SEE UPPER RIGHT ROAD WIDENING IMPROVEMENTS WORK HOURS 9:00 P.M. TO 5:00 A.M. WORK DATES ____ TO ___ _ *NIGHT/WEEKEND WORK* TRAFFIC CONTROL DESIGN SPEED EL CAMINO REAL = 55 MPH ' --~~- , .. · ·· · · ;·2: ~:~----.... -.... -... -... -ill ··-·· .. ············· i -, 0 . .. • . • m -! ! ... .. .-! --1 C30_{CA), ] C30(CA) ... ~--:~. ----------"-:"'---•• -...... -.. -..• ~. ••.-..... -.. ---<et---.=,ei=----<■>-.. -.... -... -t■>-.... -..... -..... -... ◄e>-_-..... -.... -.. ◄■-.-... -.. -. ··••--.. -... ••~-... -..... -... •• -... -.. -. -.■ ....... ······· . ~v,,4:.:2(1..rf ~W20-5(LT) ~ W20-1 . . . . I I Ci I I • • "II( ,) 12' MIN. " [61 ======= ..................... . r- 1 '"'i "n "". -"-'o•~•• EL CAMINO REAL n • '"•·~. ... ::.:. "\;'.·••.•·· ·:··:····•·.. . ... :if~ .. · .. ~ G20::_2 ROAD ... ~., 0 ,-•m'"' ••' .... ,~ . ( ',,.-, c30(CA) ···-·-·--·--·• ... . . ... . ·---~""'-"·" '""' '"'•'"°' " ······ ~ C30{CA~[ I OJ ........ I I • ·-I ··--W20-5(LT) · .. ·· ·· I .. W2□::_-,i.;-.. . ......... ···(MOD. > .. ·i;;• .. ··•-· .. ····· ............... / • ........... lj I.' I 1··· ·· ··· .L . .. ..... .. . ....... r· I I I ,-.~---1~50.ccO:_' ___ i-": ,_ __ 500, : V •1• A ____ ., V I ►Je:r FOR GOr1£:rRUs:J"IOH 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. ---.... " -~----.. .-•• --··•~«•-"""' • -, .... NOTE FOR TRAmc CONTROL NOTES AND LEGEND, SEE SHEET 56. CONSTRUCTION NOTES (THIS SHEET ONLY) [jJ DELINEATORS SHALL BE PLACED AT 25' INTERVALS. m DELINEAT0RS SHALL BE PLACED AT 1 0' INTERVALS. @J CMS MESSAGE TO BE DETERMINED BY THE CITY ENGINEER AT TIME OF CONSTRUCTION. .... .... \\ 'o. 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. --.Wl-J$!UF LINSCOTT, LAW & GREENSPAN, ENGINEERS ENGINEER OF WORK -~~,/--~ ------,C1w __ JO~ R.C.E. 43595 DATE •.~J 4542 Ruffner Street, Suite 100 '1~3!i~,J.liJ i San Diego, Ca 92111 -.. ' -. . -j I . . , (858)300-8800 {858)300-8810 (FX) • _i ~ ,:J LtJ..Ar > j LLG 3-116405. 1 TC15-6405STG12.DWG 4/10/15 Designed By: JPK Drown By: OVS Checked By: JPK ----~--------~--··--"·''~- TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) W20-1 W20-5(LT)MOD END G20-2 II ROAD WORK W4-2(LT) C30(CA) xxxxxxxxxxx &10 W11-1 W20-5(LT) XXXXXXXX CMS xxxxxxxxx r,iR3-5(RT) ~ .. ~Fi,)tt> R6-1 (RT) "AS BUILT" TC-15 R~EXP. 12[31[!S f2/l3[t8 DATE NOTE REVIEWED BY: j I NIGHT OR WEEKEND WORK FOR THIS ""'1 A L,1 --Z..·l"3-\'7 I 40 0 40 60 80 100 STAGE OF CONSTRUCTION IN$PE TOR DATE Lz2J e::ITY OF CARLSBAD 1s~s1 0 ENGINEERING DEPARTMENT Traffic Control Plan for: q'f, EL CAMINO REAL (STAGE 12) CJ. IJ-OJ APPROVED BY: {/ I 9L, • JASON S. GELDERT ~ .... t• llr 2D 1s ENGINEER/NG ~NAGER RCE 63912 EXP.09/30/16 DATE 8/30/17 LLG 11,AS-6UILT DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ,.)1.-f-C. T. 13-03 477-6 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~vlt- • ' . "" -0 0 ... . co OI l:J :e a ,. "" "" ' en □ lJ ~ 2 Cl 2 C $ [lJ m lJ □ lJ ~ 2 G'l 2 C $ OJ m lJ □ lJ ~ 2 G'l 2 C $ [lJ m lJ □ lJ l:> ::E 2 G'l 2 C $ [lJ m lJ ------·-------w.--,----------- ""' '--·-~·~·-~·~·.,,, """ 11 17 ROAD WIDENING IMPROVEMENTS WORK HOURS 9:00 P.M. TO 5:00 A.M. WORK DATES ____ TO ___ _ *NIGHT/WEEKEND WORK* TRAFFIC CONTROL DESIGN SPEED EL CAMINO REAL = 55 MPH ,.. c· """ w,,.,,.,.,,,,.,~,•••w•o•w"•w,-A' .. X-',;' =~=~-~• :"'.;., ,,,,;·;;;;•··~" •.•~"~"""'" """'"""~_,_,,. m -~':-7 """,r1_'.'" -+ ">D~; ;;:~~---------· ··• •·········· .. ~ @ @ 51\ ,~:r ~R ~e~cr~u!s~~ ~ 8 IT[] W f ;::_ 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 RESPONSIBILTTES FOR PROJECT DESIGN. R.C.E. 43595 DATE "' C30(CA) ► \' PROPOSED PIPELTNE ·]c:sa(cA) · ]~30( . ..: . l::t:,i R6-1 (RT) TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) C30(CA) END ROAD WORK G2o-2 ROAD WORK AHEAD W20-1 ~R3-5(RT) W11-1 ~ L§JW16-1 ~R3-2 Ii ONE-~~~> R6-1 (RT) NOTE FOR TRAmc CONTROL NOTES AND LEGEND, SEE SHEET 56. CONSTRUCTION NOTES(THIS SHEET ONLY) OJ DELINEATORS SHALL BE PLACED AT 25' INTERVALS. (3] DELINEATORS SHALL BE PLACED AT 10' INTERVALS. • ! LINSCOTT, LAW & GREENSPAN, ENGINEERS !~~l~• ; !J.J ;j ' 4542 Ruffner Street, Suite 100 '.t!.~I,~ll,h• ; San Diego, Ca 92111 ' I ..;·.i.Jjl4.;1,,;,1-,;: (858)300-8800 (858)300-8810 (FX) LLG 3-1 1 6405.1 TC16-6405STG12.DWG 4/10/15 Designed By: JPK Drown By: □VS Checked By: JPK ... · ····· PROPOSED PIPELTNE 3 ..... ·····-- I :i 40 0 8/'30/1 LLG /!\AS-BUILT DA1E INITIAL ~ II • ot &; z c'.S , (/) V "-40 60 ENGINEER OF WORK REVISION DESCRIPTION -- TC-16 "AS BUILT" @/Lk .. 12[13{16 RfE 43Sisc" EXP. 12/31[18 DATE REVIEWED BY: -r.:::1 J r .I '" J '"" 'l--)5~ll I 80 100 INSP ·CT0R DATE CTI:] ,___: I ·y OF CARLSBAD ~ 1 ENGINEERING DEPARTMENT . Traffic Control Plan for: '1 (,. EL CAMINO REAL (STAGE 12) C.T. 13-03 APPROVED BY: (). II , • • I JASON S. GELDERT , ,, ' "/(,· ZoJ.S , . ~ . ENGINEERING 11,\J(NAGER RCE 63912 EXP.09/30/16 DATE OWN BY: PROJECT NO. DRAWING NO. DA1E INITIAL DA1E INITIAL CHKD BY: ...lvl'-C. T. 13-03 477-6 OTHER APPROVAL CITY APPROVAL RVWD BY: .)IA- ' 0 '--1 ~ ... c:, 0 ,.. ... ' -,i co OI -,i I OI □ D ~ 2 G) 2 C ~ ca m D □ D ~ 2 G) 2 C s: Ill m D □ I 2 G) 2 C s: ca m D □ D l> :E 2 G) 2 C s: Ill m D TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) KEEP C30(CA) .... R4-7o RIGHT xxxxxxxxxxx XXXXXXXX CMS xxxxxxxxx END ROAD WORK G2o-2 STOP R1-1 PADDLE ROAD WIDENING IMPROVEMENTS WORK HOURS 9:00 P.111. TO 5:00 A.Ill. WORK DATES _____ TO ___ _ *NIGHT/WEEKEND WORK* TRAFFIC CONTROL DESIGN SPEED TAMARACK AVENUE= 45 MPH W4-2(LT) W20-1 LEFT LANE CLOSED AHEAD W20-5(LT) ~W20-8 VPADDLE I " ::;, .. »-, . \ I I, I , • I U) w 0 0W -> _J_ <( 0:: W20-1 Q 0 150' TO BCR ; -r-; :r_ .'G20-2 .~· · ... ~ . '~-. ~,,. BJ . ·. --.,.,---~:.-..-----.:_~m '• *575• TRANSITION *TRANSITION CALCULATION L= (W)(S) = (12)(45) = 540 FT USE 575 FT 1) @ @ 5l6 t~T ~n ~9~T~U~9'~ S{] (2 ffi1 SJ ff< 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 DEFlNED 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 SPECIFlCATI0NS BY THE CITY OF CARLSBAD IS CONFlNED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK JO~f~~~--R-.C-.E-. 4-3-59-5-----+lffff-- TAf0~RACK. ~YENUE .. ., .,,.,, "·" ""'" """'"'" . -1( - ... . A .., -m~~. -~r,._·· .... t,..'2-· ..... _;-;;"~-,.,::-::--'·· c---.;._·.-;·•····.····· ·~ r:;-i e·" --~ \ 'L.!J :·.[I] .... ,"";:---_;.-~·;,..,-~--:;": ," ·:••e, ·1 l ' "" . ;:.,;• I .J . I I !-,l,..,__ __ _l1~00~'_'0~P~Eci:N~IN:i:,G~_;.-.-,..,1 Pi .. I I NOTE FOR TRAFFlC CONTROL NOTES AND LEGEND, SEE SHEET 56, CONSTRUCTION NOTES(THIS SHEET ONLY) BJ DELINEAT0RS SHALL BE PLACED AT 25' INTERVALS. [I) DELINEAT0RS SHALL BE PLACED AT 1 O' INTERVALS. @:J CMS MESSAGE TO BE DETERMINED BY THE CITY ENGINEER AT TIME OF CONSTRUCTION, (I] FLAGGER SHALL BE EQUIPPED WITH A HARD HAT, ORANGE VEST, AND A R1-1 PADDLE/W20-8 PADDLE. @J CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKING DURING THIS STAGE OF CONSTRUCTION AND RESTORE TO ORIGINAL CONDITION WHEN CONSTRUCTION IS COMPLETED. ,!J,)Jk.1!,'Jii LINSCOTT, LAW & GREENSPAN, ENGINEERS 1.\,i/ ,:l 4542 Ruffner Street, Suite 100 CJ,! j ~-t,J;/J,l, San Diego, Ca 92111 I~:,,,,.,,.,.,,/ (858)300-8800 (858)300-8810 (FX) LLG 3 11 6405. 1 TC17 6405STG13.DWG 4/10/15 Designed By: JPK Drawn By: DYS Checked By: JPK ;s' C30(CA 8/3011' LLG DATE INITIAL ENGINEER OF WORK I 40 W20-:-1 \ 150• \Jo\ \~\ BCR \\ ;, \ \ ~- 0 /1\ AS-BUILT REVISION !} . ,$? ~ . // ... I;.,· C;~ G:J J 40 60 DESCRIPTION \ • \ \ ' \ \, ~ 80 100 DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CJ JJ ~ z [j) z C s OJ m ' JJ ~ ~ 8 CJ 'O JJ ~= 00 ~ a C ~fi a-ru lf z ' ' . ► [j) ~z z~ z c'e C I C mo SJ~ s m· iii s: [[I. w z m z JJ m ~ ~ ~ m n CJ 0 'O JJ I~ mo l> Do Ic ~ ~n w< Cr' (.fl ' z ". ► [j) ~z zm z c~ 'I C fl,~ s ;;; I'7 ~?: OJ Wz m z JJ m 8 " TC-17 "AS BUILT" Rt~ EXP. 1'2[31[I'o IZ[f3 [18 DATE REVIEWED BY: <:. I' rt A1 -I 2-I:>-I~ INst PE TOR DATE • ISH~SI ~ CITY OF CARLSBAD 2 ENGINEERING DEPARTMENT CJ T roffic Control Pion for: 91,, EL CAMINO REAL (STAGE 13) C.T. 13-03 JJ 0 ~ .... :l N c:, z 0 .s. (;) ... APPROVED BY: / / rJ ,.,A J ' . JASON S. GELDERT w~ ' ,, " , £, [I,• Z,o/ s ENGINEERING t.l ;t>.NAGER RCE 63912 EXP.09/30/16 DATE co .... z en .... C ' en s Ol OWN BY: PROJECT NO. DRAWING NO. CHKD BY: ,)1,.,-C. T. 13-03 477-6 RVWD BY: Jc,j?: m JJ ·---------------·-----······ ·-;-,, ,,. o;;.,•., • ., ..... ; • • • • • • • e • • • I iw:20-1 : 1501 TO / BCR -r .. ; ,, . JL ·· G20-2 .. -@0 W11-1 W16-1 1 • ... ,__ __ ,1 •• 5{RI} -------W4 .. 2(RT} ___ ...... L ______ ----------···------.. .. '':;~.;,;,,,:: .. ' .. ',. + ·· ....... .. I. I I --·--s·-···•--•-·------~-------·----1 ____ .·•-l··----------·--·--·--·--"----· ·······•· ......... ...... ·1 ,,.,. ····--·-I•. I I I t>,:, --:"•'.·-··:T) 1 ·' I I I I I I . ,.I !___.,1500' I 500' I 500' I 500' 375' TRANSITION I 1 oo' OPENING : • ,-yF=---...... -\ I I I \ I I. \;=-=-=----•+-1 •----------------___:::.:.:::,_:_:.=~~----------------•+: .... --~~==~--,..:1 ~ W20-1 150' TO: BCR ~-~ ! l.i /.,1 :;~~::,,..., ! j,-1:--, ~ ~: ~::-?<:+'>-. --'.,1_) /{ .,~-----/! c;20-2 . "'~ ·-<~:::·>,"'"¾ _ _,,A1/ ~-~ .. --~.,___!/ f . ~':::>, . ,i: "::• : •• : ::;;;.: ----( :,\ r;-i ,::,,,,-:~. ~, ---. ---~~--.1 _ TAMARACK AVENUE_. ___ ,,·.· ___ ... ~CMS[J •• :·<;:;,,,::---... ,.. ----· .:·"',-,f~f-~:::·-------·-· . ---· .. --•· ---.--:_,, · W20-1 150' TO, BCR ~ fcfao-2 ;\°/ ,, , / '••·••~•<,.>¾~~;:~~;:::> .. , • ¼-,,~ ~•~ • '"•w,,,_," -"."_ , ,, •• ,, ~~ MS O ,::, .. '.'.',::::: ~ ,e··•-"' ~, ~m ! ~~~~--m····· . , . , : ,";., , SC7(MOD) (CA} · ~~ / ·-~ ~.,<::.~:~"?:~?;-:~;~::---. -.. .,,_ , , •----·-·-·--I W~•"-•··+:- Soo• 1 •·;i:i~::;Th)f~:::-, . -_ ._, _· ___ · _ 1_ • ____ ····· 1 _ ,.,: /-''::,oit)r-C~::t:Jr doc:'.'.°1Mr'6 cc~ -. ,,,,,. ,,,,-, TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) IKE LANE LOSED xxxxxxxxxxx xxxxxxxx xxxxxxxxx C30(BIKE)(CA) CMS END ROAD WORK G2o-z iENDl ~M4-8a IC pgouR •I M4-10(LT) ~R3-1 [®]R3-4 KEEP ..... R4-7a RIGHT SIDEWALK RS-S CLOSED SIDEWALK CLOSED AHEAD R9-11 (LT) CROSS HERE SIDEWALK CLOSED AHEAD CROSS HERE R9-11 (LT} I 'l DETOUR I SC3(MOO)(CA) EL CAMINO REAL SC7(MOD) EASTBOUND USE DETOUR (CA) ROAD WIDENING IMPROVEMENTS WORK HOURS 9:00 P.M. TO 5:00 A.M. WORK DATES ____ TO ___ _ BIKE LANE *TRANSITION CALCULATION TAPER W11-1 l!IW16-1 W20-1 W20-2 L= (W)(S) = (11)(45) = 495 FT USE 500 FT W20-5(BIKE) C30(CA) ~ @ @ ~ ~ 00 !is D--, 8 ~ 8 GB 8 00 W 4f/--~,er FOR GQ~jSTRL'G"FIGH O .. 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" • ,. _I'.• I I .·-'t 'i; j t; t t' ' ! ; I ' i , ' { ,, ; ' e' , ! '· . ' J· • r , r • / / { / : : ,• ;_' .' / . NOTE FOR TRAFFIC CONTROL NOTES AND LEGEND, SEE SHEET 56. IT] J i :, ;, i ! : : CONSTRUCTION NOTES(THIS SHEET ONLY) IT] DELINEATORS SHALL BE PLACED (ffllS2$Hlmt':fQl.4l.'S) []J DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. IT) CMS MESSAGE TO BE DETERMINED BY THE CITY ENGINEER AT TIME OF CONSTRUCTION. [±} SEE DETOUR PLAN THIS SHEET. EAST POINTE AVE PROPOSED PIPELINE **TRANSITION CALCULATION L= (W}(S) = (2)(55) = 110 FT L/2 = 55 FT, USE 55 FT ---~'•--•~~ ·-CA~tty9 REAL [:t~~i;:;;s~5;~,oN---.."1 ,.. ·-__ --·---. :·-• :: =-=fI''''c~S=·-·•--. c: 1 ·~•·, "---=• Vt• --.,:_::::::: -. ······--. , .J I / ----.... ,,,/------.,.,, ____ ·:•=•••·-•····_· =:·•·••-•·•-::·:~=--=·::--:·--·-• ···'{----., ... ,,,,, ! . ~-. -····•-_____ .::..,.::::: ::-: ... , ,, •-•"'-~<.~-k~- PROPOSED PIPELINE PALISADES DR \ ~M4-8~a;--..---- M4-10(LT) 7', t'l AMBERWOOD r;, CT 0 "}J - ~-w--~="'"'' ,, . ' ~. @ ~"'•-.,~ ~ --'o. i·•-·•····- T:I W20-2~ DETOUR PLAN 0 NOT TO SCALE I HIGH RIDGE AVE 40 1~j 0 40 60 I 100 TC-18 "AS BUILT" #~ EXP.1'2./31/18 REVIEWED BY: °'}Ac_l~-J- ' 12/13/fB DATE 1-----t--+------------+--+--+-----j'----1 ~3 CITY OF CARLSBAD I s~~s 1 ~ ENGINEERING DEPARTMENT -L :=:::====-=========::::::::::::::::::::::::::::=====-=,:;;::::;,~ -Traffic Control Plan for: '(' 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. !)titHi1U i LINSCOTT, LAW & GREENSPAN, ENGINEERS EL CAMINO REAL (STAGE 14) C.T. IJ-03 *NIGHT/WEEKEND WORK* TRAFFIC CONTROL DESIGN SPEED EL CAMINO REAL = 55 MPH TAMARACK AVENUE= 45 MPH ENGINEER OF WORK -JO_H_,.-ff-P • .,_~~EAE"~"'Tl"N~--R-.C-.E-. -4-3-59-5---1/,{1{5:~-- .w.:, -~ ' 4542 Ruffner Street, Suite . 'JilH,tj~,l•'• j San Diego, Ca 92111 , I r ,IJJ'.}i~i,~)1 (858)300-8800 LLG 3-116405. 1 TC18-6405STG1 4.0WG Designed By: JPK Drawn By: DYS 100 (B58)300-8B10 (FX) 8130117 LLG It\ AS-BUil. T 4/10/15 Checked By: JPK DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL DA TE INITIAL CITY APPROVAL APPROVED BY:// _ '/; ·~; i JASON }.Jl~,7 ENGINEERING '1'ANAGER RCE 63912 EXP.09/30/16 DA TE DWN BY: __ _ CHKD BY: -l<A- RVWD BY: .! vi'-- PROJECT NO. C.T. 13-03 DRAWING NO. 477-6 ' Cl ..... :e c.i G) 0 ,., .., ID ..... ..... en ' en □ ll p ~ 2 fj) 2 C $ ID m ll □ D ~ 2 fj) 2 C $ ID m D □ ll ~ 2 fj) 2 C $ ID m D □ ll p ~ 2 fj) 2 C $ ffi ll TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) C30(CA) ~ W11-1 W20-5(BIKE) l!IW16-1 C30(BIKE)(CA) W20-1 END ROAD WORK G2o-2 mR9-3a EL CAMINO REAL ROAD WIDENING IMPROVEMENTS WORK HOURS B:30 A.M. TO 3:30 P.M. WORK DATES ____ TO ___ _ *ALL DAY SETUP* TRAFFIC CONTROL DESIGN SPEED EL CAMINO REAL = 55 MPH ,, • ~-"----,•--"' '"" ,,, ·"··"·." " '"~ ~~·,-"'""'"' 0,~ ,,,,,.,--,~ «• , ;::::;;c::;:::.::::;,:;:~~=,~ 00 , 0 ,O •:::::~:::c:occ~'" ---~-"" o'"" - _.,. -.,. 11@@5' lPOO§l!sB~B~&oowfl< Me:F FQR €0M5:t"F!Uc:F!Otl 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 DEFlNED 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 SPECIFlCATI0NS BY THE CITY OF CARLSBAD IS C0NFlNED 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. 43595 DATE :111 ... ill-...... PROPOSED STREET IMPROVEMENTS NOTE FOR TRAFFlC CONTROL NOTES AND LEGEND, SEE SHEET 56. CONSTRUCTION NOTES(THIS SHEET ONLY) [j] DELINEAT0RS SHALL BE PLACED AT 25' INTERVALS. [Ij DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. IT) CMS MESSAGE TO BE DETERMINED BY THE CITY ENGINEER AT TIME OF CONSTRUCTION. !;I~ •J ! LINSCOTT, LAW & GREENSPAN, ENGINEERS ,; \:if,) ' 4542 Ruffner Street, Suite 100 ~-. :,J· ' .!.till~J,Jl San Diego, Ca 92111 ' I .J.-ljJ~~; (858)3D0-8800 (858)300-881 D (FX) LLG 3-116405.1 TC4-6405STG4.DWG 4/10/15 Designed By: JPK Drawn By: DVS Checked By: JPK 12· MIN~ el~Ol17 LLC:r DATE INITIAL ENGINEER OF WORK ... 7 w -7- r _! [ . I 3:: w ~w (/)> w_ 0::: 0::: oo I 40 2 () 0 ~~~ ..... t 'o. ~ 0 40 60 mAS·BUILT REVISION DESCRIPTION ...... - -.. ., "''""''"'"' -- ' o~~ .4( •~ ... ""--~,,,-) ~ BO 100 DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL □ ll ~ • 2 G1 2 C :is: [D m ll TC-19 "AS BUILT" R~ EXP 12./31(t8 12(13/18 DATE REVIEWED BY: ~. ,~ • A I z-/.s -19 INS~EC OR DATE LZTI C TY OF CARLSBAD ~ 4 ENGINEERING DEPARTMENT Traffic Control Plan for: '1~ EL CAMINO REAL (STAGE 15) C.T. 13-03 . APPROVED BY: / / '/ J / J I JASON S. GELDERT vp,,-., ~ 6•/6-l{)K ENGINEERING • ANAGER RCE 63912 EXP.09/30/16 DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: .:ll,(1-, RVWD BY: I .,e. C. T. 13-03 477-6 t I ,,, ,,---------8 0 85 LANDSCAPE DRAWINGS FOR: EL CAMINO REAL MEDIAN CANNON ROAD TO TAMARACK AVENUE CARLSBAD, CALIFORNIA ,,---------81 86 ~82 87 WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE RIEGULATIONS TO PROVIDE EFFICIENT USE OF WATER. JAMES L. TAYLOR PHONE NO: ( 760) =69=2_-~1=92~4 ____ ~ REG/STRA TJON NO: 2961 EXPIRATION DA TE: 10-31-2016 -------~ PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS 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 SPECIF/CATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. T/-/ESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. THE -~ LIGHTfOOT 5900 PASTEUR COURT SUITE 110 =~ PIANNING CARLSBAD, CA 92008 ~ GBDUP ,., ) 692-1924 www.lightfoatpg.com S DESIGN LANDSCAPE ARCHITECTURE BY: 2961 EXP/RAT/ON 0-A~TE~: --~10_-~J~1-~2~0~16_ -- PROJECT SITE PLAN SCALE: 1" = 200' CITY OF OCEANSIDE PACIFIC OCEAN '8 PROJECT CITY OF VISTA ~83 88 VICINITY MAP CITY OF ENCINITAS ~ s""c-=-A.,..,L-=e=-: .,.,N=o-s=c=-A"""L-=E=----------------~ CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: TOLL BROTHERS, INC. DESIGNED BY: PA DATE: 9/5/2013 ,-----8 4 89 ,-· . ..- SHEET INDEX RECYCLED WATER TITLE SHEET GENERAL & AW NOTES IRRIGATION & PLANTING NOTES RECYCLED WATER AREA EXHIBIT LANDSCAPE SPECIFICATIONS IRRIGATION PLANS PLANTING PLANS LANDSCAPE DETAILS OWNER / APPLICANT Toll Brothers, Inc. 725 Town and Country Road Suite 500 Orange, CA 92868 (949) 916-5160 Contact Kevin Brickley LANDSCAPE ARCHITECT The Lightfoot Planning Group c.o c.o < I Ct") < 0 N en s 75 0:: 76 _J n 78 s 79 0:: 80 to 84 85 to 89 90 to 92 . ; , 5900 Pasteur Court, Suite 110 Carlsbad, California 92008 (760) 692-1924 Contact: Jim Taylor CIVIL ENGINEER O'Day Consultants 2710 Loker Avenue Carlsbad, CA 92010 (760) 931-7700 Contact George O'Day THE -~ LIGHTfOOT = -PIANNING ==== GROUP PLANNING 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92008 (760) 692-1924 www.lightfootpg.com SITE DESIGN LANDSCAPE ARCHITECTURE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION GLENN LEEKS ("-r-1,;- oATE ENVIRONMENTAL HEALTH SPECIALIST Ill "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 75 CITY OF' Ci-\RLSBAD ENGINEERING DEPARTMENT LANOSCAP[ PLANS FOR: SHEETS 96 ADDRESS: 725 TOWN AND COUNTRY RD. #500 DRAWN BY: PA SCALE: />S INDICATED f--------+--+-----------------------t---t----t---1 EL CAMINO REAL WIDENING RECYCLED WATER TITLE SHEET DIAL TOLL FREE 1 -800-422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ORANGE, CA 92868 TELEPHONE: (949) 916-5160 DATE PLAN PREPARED: ________ _ BY: ______________ _ PROJECT MGR: J. TAYLOR JOB NO.: 1373.02.2 DATE INITIAL R.L.A.: 2961 ENGINEER OF WORK REVISION DESCRIPTION APPROVED BY: JASON ► GELDERr ===-=-~~rA~~:c:=-~::: o·t6,z.o1s._ ENGINEERING MA AGER RCE63912 EXP.09 30 16 DATE DWN BY: ~P~A __ DATE INITIAL DATE lNITIAL CHKD BY: JT .J\A,- OTHER APPROVAL CllY APPROVAL RVWD BY: _1\.,(1... PROJECT NO. C71'.13-03 -. , ' DRAWING NO. 477-6 i~iil B ~ • ~> i:!\z ii'!~ ii ~ ,: m 'ii M~m ~-,~i m I § p I I I I I I I I ~ 1.i Ii§ i ~~ ~· j ~~ lie ~~a ~" Ii· 8l rn j ~i z ; Cl :ti § • 2 en 2 C ~ Cl] m 'JJ ·------------------·--------------~~: ... : ........ -...... -,. ... =---·_---... ···-... ,. _____ , __ .. _ .. --- CITY OF CARLSBAD PROJECT NOTES GENERAL NOTES 1. SLOPE REVEGETATION/EROSION CONTROL a. Construction Schedule 1. Prior to start of grading, the applicant or applicant's agent shall obtain City approval of a construction schedule and/or exhibit outlining the timing of the slope planting and irrigation. 2. Special consideration shall be given to water and electrical services. 3. Irrigation and planting shall take place as grading progresses. 4. The schedule shall show timing of construction of free standing, retaining and crib walls immediately after rough grading at each location is achieved. 5. Water service (Point of Connection) installation, temporary or permanent, shall be in place to coincide with planting timing specified in Section E. 3-1. 6. Planting and irrigation for the slope areas shall be completely installed, as shown on the approved plans, within 30 days after the irrigation installation first commences. 7. Where planting occurs on slopes 6:1 or steeper between August 15 and April 15 and slopes are to receive a hydroseed mix, contractor shall spray hydroseed mix and then cover the slopes with a City of Carlsbad approved Poly jute mesh. Poly jute mesh is available through the Dewitt Companies (800-888-9669). Where the planting occurs on slopes 6:1 and steeper between August 15 and April 15 and a hydroseed is not used, contractor shall install a City of Carlsbad approved reinforced straw mat. 2. LETTER OF CERTIFICATION (RELEASE OF BONDS) a. Prior to release of bonds, the licensed designer of record on the project shall submit a letter to the City Engineer certifying that he or she has inspected the work and that the project complies with the following conditions: 1. Has been maintained in substantial conformance. 2. Is growing in a healthy and thriving condition. 3. All plantings required under section IV.e of this manual have been established as an effective surface erosion control. 4. There is no evidence of excessive runoff from the irrigation system causing a soil erosion problem. 3. AS BUILTS a. As-builts for all projects (bonded and non-bonded, public and private) are required to be submitted. Submittal of as-built plans shall be as required by the Engineering and Planning Departments. b. Final as-built plans shall be drafted clearly to the satisfaction of the City, and the original mylars shall be submitted to the City for their keeping. c. Final irrigation as-built plans will be required to be reviewed and approved by the City and final mylars will be required to be approved and signed by the City prior to release of securities. 4. All building pad and street areas that are graded and remain vacant or undeveloped for a period of more than 6 months after the grading operation is completed shall be seeded to reduce erosion and visual impacts. If grading is phased, the six month time period shall start at the completion of each individual grading phase. 5. All unpaved areas shall be revegetated according to the approved landscape plans as as soon as possible after grading. 6. To reduce the visual impacts of manufactured slopes and roadway cuts, all cut and fill slopes shall be landform-graded, contoured, and heavily screened by landscaping. All planted slopes shall be watered with a complete irrigation system using low precipitation-rate sprinkler heads to stabilize exposed slopes and curtail visual impacts associated with possible erosion. 7. This plan pertains to Landscape items only, see Civil Plans for Grading and Erosion Control 8. MAINTENANCE: The Contractor or Owner is required to fully maintain all permanent slope landscaping and all non-mitigation landscape areas during ninety day ( 90 day) establishment period prior to City acceptance of all improvements in those areas. All NON-mitigationlrevegetation areas shall be permanently maintained by the Owner. 9. The Contractor shall have California native plant habitat restoration experience and shall provide a resume, complete with list of successful projects and contact information for Habitat Restoration Specialists and project Owners that can verify project experience. Prior habitat restoration experience shall include irrigation, planting, hydroseeding, weeding and maintenance under the monitoring and direction of a Habitat Restoration Specialist. Native plant species knowledge is essential for successful establishment, weed removal and long-term maintenance. ADDITIONAL NOTES 1. All construction and installation of landscape items are subject to requirements of the City of Carlsbad Landscape Manual and Environmental Documents. The contractor must noltify the consulting City the Landscape Architect of Record, and the Habitat Restoration for inspections, 48 hours ( 2 working days) minimum, prior to starting construction. 2. The Landscape Contractor is responsible for obtaining all permits necessary for installation prior to beginning work. This includes all building permits prior to commencing wall construction. 3. The Contractor is responsible for knowing all site conditions and all underground utilities, pipes and structures, and shall take sole responsibility for replacement costs incurred due to damage during construction. 4. The Landscape or Irrigation Contractor is to verify existing PSI at the job site prior to installing the landscape irrigation system. Discrepancies between the design pressures shown on the plan and existing static pressures shall be reported to the project Landscape Architect (760-692-1924). 5. The Contractor shall not willfully proceed with construction when it is obvious that discrepancies exist between this plan and actual site conditions, and assumes responsibility that any discrepancies are brought to the attention of the owner's representative. The Contractor shall bear the cost of necessary revisions due to faillure to give such notification, and no change in contract price will be allowed for actual or claimed discrepancy between existing conditions and those shown on plan. 6. 48 hours (2 working days), prior to beginning construction, the Contractor's on-site supervisor shall meet with the owner's representative for a pre-construction site meeting. During construction, the owner's representative shall be available for site consultation. In case of any questions, the Contractor shall notify the owner's rep,resentative for clarification. Any work not meeting the approval of the Owner or his representative shall be corrected at the Contractor's expense. 7. All property and lot lines shall be verified and marked in an obvious manner prior to construction. 8. All reduced pressure backflow preventors and pressure vacuum breaker assemblies shall be tested by a City approved certified tester after installation, relocation, or repairs. The Developer/Owner is responsible for supplying a copy of the test results to the City Public Works Department. 9. Approved landscape plans and specifications, and the City of Carlsbad Landscape Manual shall be at the job site location at all times. 10. Ground cover areas shall have a maximum design slope of 2:1. 11. Contractor shall provide certification by manufacturer that system controller, sensors, amd valves are all installed per manufacturer specifications. 12. Fc,r details not referenced or shown on these plans, please refer to manufacturer's specifications for installation. 13. All engineering information on these plans are for reference only. 14. All irrigation backflow preventers shall be tested by a certified tester and results must be given to the Carlsbad Municipal Water District. Contact the Carlsbad Municipal Water District for a list of approved certified backflow testers. Pipe between the meter and backflow preventer shall be per specifications and notes in Detail Drawing No. W-12. 15. Water service (point of connection) installation, temporary or permanent, shall be in place to coincide with planting timing specified in section E.3-1. INSPECTION PROCEDURES: Inspection of the project shall be performed by the Landscape Architect of the Work, or his designated agent. Refer to all specifications of the schedule of required inspections and required submittals. Following completion of the work, the Landscape Architect of the Work will certify that the installation has been completed by submitting the "Final Landscape Certifcations Form". A request for a final landscape inspection by the City must also be made by calling the Inspection Request Line. "Final Landscape Certification Form" Fax to: 760-944-8943 Landscape Inspection Request Phone Line: 760-602-4602 I hereby declare that I am the licensed designer 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 review only and does not relieve me, as the licensed designer work, of my responsibilities for project design. These plans have been prepared in substantial conformance with the approved landscape concep,t plan, water c~rvation plan, fire protection plan, and all conditions of approval related to Ian · · r•/ By: (;V/(,/,'nt~-Lie. #2961 Exp.:10-31-16 Date:1•"l.,1~_JJ_- Jame,/L) Ta o The Leghtfoot Planning Group ~ Service Alert APPROVED FOR PLANTING ·. .. . ' C . Call: TOLL FREE AND IRRIGATION ONLY, I a 1-600 INCLUDING PRECISE •111 227-2600 LOCATION OF PLANTING TWO WORKING DAYS BEFORE YOU DIG AREAS. RECYCLED WATER NOTES GENERAL NOTES 1. All work shall be done in accordance with the carlsbad municipal water district's rules and regulations. 2. Drinking water fountains and designated outdoor eating areas shall be protected against contact with recycled water spray, mist or misting. 3. Best management practices shall be used to eliminate or control to the best extent possible ponding, run-off, over-spray, and misting. 4. Hose bibs are strictly prohibited. 5. Cross-connections between recycled water lines and potable water lines are strictly prohibited. 6. No substitution of pipe materials will be allowed without prior approval of the city of carlsbad municipal water district. 7. All mainline pipes shall have warning tape per carlsbad municipal water district's rules and regulations. 8. Hours for irrigation with recycled water are from 10:00 p.m. to 6:00 a.m. The hours for irrigation with disinfected tertiary recycled water may be modified by the local authority. Irrigation during public use periods with disinfected tertiary recycled water shall be under the supervision of the designated user supervisor. Irrigation with water of a lesser quality than disinfected tertiary recycled water shall be between the hours of 10:00 p.m. to 6:00 a.m. 9. Barial of all writing and piping shall meet Carlsbad municipal water district's standards. RULES AND REGULATIONS. 10. Non-designated use areas shall be protected from contact with recycled water, whether by wind blown spray or by direct application through irrigation or other use. lack of protection, whether by design, construction practice or system operation is strictly prohibited. 11. Irrigation heads shall be relocated or adjusted to minimize or eliminate over- spraying on sidewalks, streets and non-designated use areas. 12. 13. Recycled water quick coupling valves shall be of a type designed for the use on recycled water distribution systems per carlsbad municipal water district's rules and regulations. On recycled water systems, all appurtenances (sprinkler heads, valve boxes, etc.) shall be color-coded purple per awwa guidelines and section 116815 of the california health and safety code. 14. All irri~ation pipe shall be stenciled with warning, "non-potable or recycled water', color-coded (purple) and laid with warning tape and stenciling oriented toward the top of the trench per the carlsbad municipal water district's rules and regulations. 15. 16. On new on-site systems \post-meter), potable water, constant pressure recycled water and sewer mes should be placed a minimum of four feet apart or as directed by the project engineer and/or regulatory agency. measurements shall be between facing surfaces, not pipe centerlines. Constant pressure recycled water lines shall cross at least twelve inches below potable water lines and maintain at least twelve inches crossing separation between other utilities. 17. If a constant pressure recycled water line must be installed above a potable water line or less than twelve inches below a potable water line, then the recycled water line shall be installed within an approved protective sleeve as per the carlsbad municipal water district's rules and regulations. 18. The required cross-connection shutdown test shall be done by the carlsbad municipal water district and the san diego county department of environmental health. 19. 20. The required cross-connection inspection shall be done by either the carlsbad municipal water district and/or the san diego county department of environmental health. copies of inspection reports will be forwarded to the non-inspecting party. The design and locations proposed for recycled water "do not drink" sign shall be called out on the plans. 21. When recycled water becomes available, an on-site user supervisor shall be designated in writing. this individual shall be familiar with plumbing system within the property, with the basic concepts of backflow/cross-connection protection, the recycled pureyor's rules and regulations and the specific requirements of a recycled water system. copies of the designation, with contact phone numbers shall be provided to the carlsbad municipal water district. in case of emergency contact Kyle Lancaster, City of Carlsbad at 760-434-2941 or after hours contact Carlsbad Municipal Water District at 760-438-2722 22. All public and private potable water mains including fire mains and any water wells and water courses within the recycled water project shall be shown on the plans. 23. Call out on the plans if there are or are not drinking fountains and/or designated outdoor eating areas on the site. 24. 25. A physical separation shall be provided between adjacent areas irrigated with recycled water and potable water. separation shall be provided by distance, concrete mow strips or other approved methods. All irrigation backflow preventers shall be tested by a certified tester and results must be given to the city and the carlsbad municipal water district. pipe between the meter and backflow preventer shall be "schedule k hard copper". approved contract backflow testers can be found on the city web site at http://www.carlsbadca.gov/services/departments/water/documents/ recycledwaterbackflowtesterlist.pdf for recycled or http://www.carlsbadca.gov/ services/departments/water/Documents/waterbackflowtesterlist.pdf for potable or call 438-2722. INSPECTION PROCEDURES: 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. required separation between potable and recycled water lines (horizontally and vertically). B. pipe identification. C. sleeving at crossings. D. appropriate materials and markings, including proper quick coup lees. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT AND BE FORWARED TO THE COUNTYHEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. signage installed per plan. B. controller stickers. C. tagging of valves. D. coverage test after completion of the sprinkler system to ensure protection of area not approved for recycled water use. E. all aspects of the irriga!ion conditions including windblown spray, runoff, and ponding. F. required protection of all residential areas. G. required protection of wells, streams, reservoirs, etc. H. cross-connection test if required. I. color coded, laminated charts inside each controller. 3. ANNUAL INSPECTION SHALL INCLUDE: A complete inspection that will cover 'A' through 'I' of the district final inspection. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. I I (N.T.S.) / #' I WARNING REtcLED WATER ') °' DO NOT DRINK . R'.~YCLED WATER SH HANDS AFTER CONTACTING LAVESE US MAN~S DESPUES DE USAR SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTL YPOSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACEON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A. Irrigate between the hours of 10:00 p.m. and 6:00 a.m. only. watering outside this time frame must be done manually with qualified supervisory personnel on-site. no system shall at any time be left unattended during use outside the normal schedule. B. Irrigate in a manner that will minimize run-off, pooling, AND PONDING. the application rate shall not exceed the infiltration rate of the soil. timers must be adjusted so as to be compatible with the lowest soil infiltration rate present. this procedure may be facilitated by the efficient scheduling of the automatic control clocks, (Le., employing the repeat function to break up the total irrigation time into cycles that will promote maximum soil absorption). C. Adjust spray heads to eliminate overspray onto areas not under the control of the customer. for example, pool decks, private patios and lots, and streets and sidewalks. D. Monitor and maintain the system to minimize equipment and material failure. broken sprinkler heads, leaks, unreliable valves, etc., should be repaired as soon as they become apparent. E. The landscape contractor is responsible for educating each employee and all maintenance personnel on a continuous basis, regarding the presence of recycled water. maintenance personnel must be informed that water is for irrigation purposes only and is not approved for drinking or for hand and tool washing, etc. F. Obtain prior approval of all proposed changes and modifications to any private on-site facilities. such changes must be submitted to, and approved by, the district engineering office and designed in accordance with district standards. 1. All recycled water sprinkler control valves shall be tagged with identification tags. a. tags shall be weatherproof plastic, 3"x 4", purple in color, with the words "warning recycled water -do not drink" imprinted on one side, and "aviso -aqua impura-no tomar" imprinted on the other side. imprinting shall be permanent and black in color. use tags as manufactured by t. christy enterprises or approved equal. b. one tag shall be attached to each valve as follows: 1. attach to valve stem directly or with plastic tie-wrap or 2. attach to solenoid wire directly or with plastic tie-wrap OR 3. attach to valve cover with existing valve cover bolt 2. All sprinkler heads shall be identified as recycled water sprinkler heads. G. Each automatic controller and its associated equipment shall be identified with a sign bearing the words "recycled water used for irrigation" in english and spanish, with black letters 1" high on a purple backround. the sign shall be placed so that it can be readily seen by any operations personnel utilizing the equipment. --~----------In Order to Conserve Water. .. RECYCLED WATER IN USE DO NOT ~ "' NO TOME DRINK [ ~__,,., EL AGUA \.. ~ .., 12" X 36" SIZE \_ 1" BLACK LETTERS 2" BLACK LETTERS WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR -'--'----------- 18" X 18" SIZE "AS BUil T" TITLE DATE REVIE\IED BY, INSPECTOR DATE IHE -~ llGHlfOOI = ~ PlANNING ::::::::== GROUP PLANNING 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92DD8 (760) 692-1924 www.lightfaatpg.com SITE DESIGN LANDSCAPE ARCHITECTURE DESIGNED BY: __,_P"-A __ DATE: 9/5/2013 DRAWN BY: PA SCALE: AS INDICATED PROJECT MGR: J. TAYLOR JOB NO.: 1373.02.2 .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS fsRITTl CITY OF' CARLSBAD ~ 1---1---+-------------------+---l---l---1 ::~==6::::::'--'====:EN::::G:::::l::::NE=:E:::R':'IN:=G'::::':D=:EP':'A':'R':'T':'M=:EN':'T==:::::::::::'..':::~==6==: I LANDSCAP[ PLANS FOR: EL CAMINO REAL WIDENING GENERAL & RECYCLED WATER NO TES . APPROVED BY./ r / 1 I/( JASON S. GELDERT ,/c_, Jr , -'~ t· Ii.· Zo1S ~ND~CAPyf-J/;_' f7 ~FWORK: ENGINEERING M.,,;AGER RCE 63912 EXP. 09/30/16 DATE V 1//Jf-oATtf.11·/r)f----:ccc=--+-=-,,---+---------------------+--+---+---< ~o=w=N=B=Y=, ==P=A====::":::===P=Ro=J=Ec=r=N=o=.==~=o=RA=,,=,N=G=N=o=.~I DATE INITIAL DATE INlrlAL DArE INITIAL }\;(\, /AM'ifo ~. rAYLoi R.LA: 2s51 E" REvis1O ~1 DESCRIPTION cHKo aY, Jr,\·" cT.13-o.3 477-6 / FNGIN c.R OF WORK OTHER APPROVAL CIW APPROVAL RVWD BY: ._ V'I'""" L/ ·--------·--···-'"'"·"····--... ·-- CJ :0 § 2 G) 2 C: s: Ill m :0 I' IRRIGATION NOTES 1. This irrigation design is diagrammatic. All piping, valves, and all other irrigation devices shown within paved areas are for design clarification only and shall be installed in planting are-as wherever possible. All irrigation work shall be installed to avoid any conflicts between tthe irrigation system, planting material and other architectural features. 2. Do not willfully install the sprinkler system as shown on the drawings when it is obvious in the field that obstructions, grade differences or differences in area dimensions exist that may not have been considered in the engineering of the site. Such obstructions or differences should be brought to the attention of the owner's authorized representative. In the event this notiffication is not performed, the irrigation contractor shall take full responsibility for any revisions necessary. 3. It is the responsibility of the Irrigation Contractor to familiarize himself with the landscape improvement plans, including all grade differences, the location of walls, retaining walls, paving and similar structures. He shall coordinate his work with the general contractor and all other sub-contractors for the location and the installation of pipe sleeves through walls, under roadways, paving, structures, and all other hardscape areas. 4. Due to the scale of these drawings, it is not possible to indicate all offsets, fittings, sleeves, and other items which may be required. The contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly furnishing such fittings, and material, as may be required to meet such conditions. These drawings are diagrammatic and indicative of the work to be installed. 5. Each controller shall have rain shut off and weather sensing technology capabilities. 6. Controller locations shall be as shown on the drawings. 7. Splicing of 24 volt wires will not be permitted except in valve boxes. Leave a 24" coil of excess wire at each splice and at 100 feet on center along wire run. Tape wire in bundles at 1,0 feet on center. No splicing is permitted inside sleeves. 8. The irrigation system design is based on a minimum operating pressure of 30 PSI. lrhe Irrigation Contractor shall verify the static water pressure (PSI) prior to construction and report any difference between the water pressure indicated on the drawings and the actual pressure reading at the irrigation point of connection to the owner's authorized representative anid the Project Landscape Architect. 9. All irrigation equipment is to be installed in accordance with the standards and specifications of the City of Carlsbad Landscape Manual -rev. 2/2012. 10. The Irrigation Contractor shall notify the respective jurisdictions for inspection and t,esting of the installed backflow prevention device and pressure mainlines. Test mains for 4 hours@ 125 PSI and obtain City Inspectors' approval of test prior to backfilling trenches. Contractor to verify which jurisdictions are to be notified. 11. Install two spare control wires of a different color along the entire mainline, two running in opposite directions if needed. Loop 36" excess wire into each single valve box and into one valve box in each group of valves. 12. Install valve boxes 12" from and perpendicular to walk, curb, walls, fences or other landscape feature. At multiple valve box groups, each box shall be an equal distance from hardscape, or planting area, and all boxes shall be 6" apart. The short side of the valve box shall be parallel to hardscape, walls, fences, etc. 13. All heads & drip emitters are to be installed a minimum of 12" from fences, walls, or structures. 14. All irrigation heads within 10' of any path, walk, or pedestrian areas shall be pop-up heads. 15. All sprinkler heads shall be set perpendicular to the finish grade of the area to be irrigated unless otherwise designated on the plans. 16. Sprinklers nozzles on pop up body's where low head drainage occurs shall incorporate an integral check valve from the manufacture. sprinkler on fixed risers, where low head drainage occurs shall be fitted with a King Bros. CV series check valve, or equal, in lieu of schedule 80 coupling. 17. The Irrigation Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways and/or buildings as much as possible. This shall include but not be limited to: selecting the best degree of arc to fit the existing site conditions, the inclusion of pressure compensating fittings or flow reduction devices, throttling the flow control at each valve to obtain the optimum operating pressure, and coverage for each system. All systems shall operate at the pressures specified in the irrigation legend. 18. The Irrigation Contractor shall install all irrigation lines and controller wires in sleeving that pass under paving. For clarity, all sleeving is not shown on this plan. Sleeving shall be as follows: Main, wiring,and laterals under vehicle paving shall be installed in separate PVC sch.BO sleeves with 36" cover, Main and wiring under pedestrian paving shall be installed in separate PVC sch.40 sleeves with 18" cover, Laterals under pedestrian paving shall be installed in separate PVC sch.40 sleeves with 12" cover. Sleeves shall be 2X pipe size diameter, and extend 12" minimum past hardscape. 19. To use quick coupling valves when master valve is closed: wire the master valve to an unassigned controller station and manually start the station for the required time period. If no station is available, manually bleed the master valve to operate the quick coupler. 20. Install all irrigation lines below (perpendicular) to brow ditches. 21. If static pressure is 80 PSI or greater, install pressure regulator at POC as required by City. 22. Contractor shall provide and install mylar/metalic pipe detection tape over all irrigation mainline and sleeve crossings installed within public right-of way or areas of regular vehicular traffic. 23. The landscape contractor shall provide material submittals, catalog cut sheets, sho,p drawings or samples of all material, equipment and assemblies used to complete the contract. Submit three (3) copies for landscape architect review prior to installation. 24. All graded portions of the site that are not permanently landscaped and not scheduled for improvements within 6 months of completion of rough grading shall be temporarily irrigated and planted as approved by the City of Carlsbad. Otherwise, all areas shall receive complete coverage with automatic sprinkler irrigation systems. Any sprinkler system within 1 0' of hardscape, City right-of-way and any other areas where significant pedestrian traffic may occur PLANTING NOTES 1. Plant material locations shown are diagrammatic and may be subject to change in the field by the Landscape Architect. All easement areas to be verified in the field and all planting restrictions shall be conformed to by landscape contractor. 2. Refer to the Landscape Manual City of Carlsbad Policies and Requirements, February 2012. 3. Plant count is for the convenience of the Contractor. In case of discrepancies, the plan symbols shall govern. For Mitigation Areas, counts shall be per Habitat Restoration Specialist. 4. Each group of plant materials and seed mix delivered to the site shall be clearly labeled as to species, variety and nursery source. Any seed mix or native plant material for Mitigation Areas are subject to rejection by the Landscape Architect and Habitat Restoration Specialist. 5. The size of the plants will correspond with that normally expected for species and variety of commercially available nursery stock, or as specified in the drawings. The minimum acceptable size of all plants, measured before pruning with the branches in normal position, shall conform with the measurements, if any, specified on the drawings in the list of plants to be furnished. Plants larger in size that specified may be used with the approval of the City Landscape Inspector, but the use of larger plants will make no change in contract price. 6. All plants not conforming to the requirements herein specified, shall be considered defective, and such plants, whether in place or not, shall be marked as rejected and immediately removed from the site of the work and replaced with new plants at the Contractor's expense. The plants shall be of the species, variety, size and condition specified on the drawings. Under no condition will there be any substitution of plants or sizes for those listed on these plans, except with the expressed written consent of the Project Landscape Architect and the City Landscape Inspector. 7. The backfill mix for use around the rootball of container grown trees , shrubs, and ground cover shall be per specifications. Refer to sheet 79. Contractor to provide new soils report, as comprehensive as preliminary report, after rough grading and BEFORE starting irrigation or planting work. 8. All landscape planting to be installed in accordance with the Landscape Manual City of Carlsbad Policies and Requirements, February 2012. 9. Erosion control measures are per Grading Plan. 10. A 1 quart physical sample of organic mulch and composted organic amendment shall be provided to the Landscape Architect for review prior to bulk delivery. 11. The contractor shall provide material submittals, catalog cut sheets, shop drawings or samples of all material, equipment and assemblies used to complete the contract. Submit three copies for landscape architect review. "AS BUILT" shall be below grade. rcU;-;n-idel:--_-'--.gr-Ol,IKl-,-S=-181\1-,,--ice---:Alertc:---:--.----------------_________ _ 25. Temporary irrigation will be required for restoration areas during the monitoring period and , • APPROVED FOR PLANTING shall be removed at the direction of the restoration monitoring consultant at the end of the Qt). · Call: TOLL FREE AND IRRIGATION ONLY, establishment period. 1-800 INCLUDING PRECISE 26. A telephone service to be installed to the irrigation system controller for central control 227-2600 LOCATION OF PLANTING TITLE ________ _ REV JEIJED BY, purposes. AREAS. TWO WORKING DAYS BEFORE YOU DIG INSPECTOR ADDITIONAL NOTES Erosion Control measures for slopes 6:1 or steeper requiring erosion control measures as specified herin shall be treated with one or more of the following planting standards: a. Standard 1 -Cover Crop/Reinforced Straw Matting: Cover crop shall be a seed mix typically made up of quick germinating and fast covering grasses, clovers, and/or wild flowers. Submit specific seed mix to for City approval prior to application. The cover crop shall be applied at a rate and manner sufficient to provide 90% coverage within thirty (30) days. Type of reinforced straw matting shall be as approved by the city and staked to slope as recommended by the manufacturer. Reinforced straw matting shall be required when planting occurs between August 15 and April 15. The cover crop and/or reinforced straw mat shall be used the remainder of the year. b. Standard #2 -Ground Cover One hundred (100%) percent of the area shall be planted with a ground cover known to have excellent soil binding characteristics (planted from a rninimurn size of flatted material and spaced to provide full coverage within one year). c. Standard #3 -Low Shrubs Low Spreading woody shrubs (planted from a minimum of 2-¾ inch liners shall cover a minimum of seventy (70%) of the slope face (at mature size). ct. Standard #4 -Trees and or large Shrubs Trees and /or large shrubs shall be (planted from a minimum of 1 gallon containers) at a minimum rate of one (1) per two hundred (200) square feet. 9. Erosion control measures for Slopes -6:1 or steeper and: a. 3' or less in vertical height and are adjacent to public walks or streets require at a minimum Standard #1. b. 3' to 8' in vertical height required Standards #1, #2, #3. c. In excess of 8' in vertical height require Standards #1, #2, #3 and #4. 10. Areas graded flatter than 6:1 require standard #1 (cover crop) when they have one or more of the following conditions: a. Sheet graded pads not schrduled for improvements within 6 months of copletion of rough grading. b. A potential erosion problem as determined by the City. c. Identified by the City as highly visible areas to the public or have special conditions that warrant immediate treatment. NON-IRRIGATED FLAT PAD HYDROSEED AND PLANTED AREAS TO BE INSTALLED PER PLANS. ADDITIONAL EROSION CONTROL DEVICES INSTALLED PER THE ENGINEER'S PLAN. SUPPLEMENTAL WATER TO BE APPLIED AS NECESSARY, TO ATTAIN VEGETATIVE COVERAGE REQUIREMENTS, PER CITY REGULATIONS. SECURITY BOND RELEASE SUBJECT TO ALL CITY REQUIREMENTS. 5900 PASTEUR COURT SUITE 110 THE -~ LIGHTFOOT = -PLANNING ==== GROUP CARLSBAD, CA 92008 (760) 692·1924 www.llghtfootpg.com SITE DESIGN LANDSCAPEA!IC!-IITECTURE fsHITT1 CITY Of CARLSBAD pRill'51 1---+----+-------------------t----t---t---i l____22_j ENGINEERING DEPARTMENT ~ ~='-'===========--====;1 PLANNING DESIGNED BY: _PA __ _ DATE: 9/5/2013 DRAWN BY: PA SCALE: AS INDICATED l----t-----11--------------------t----t---t-----l PROJECT MGR.: J. TAYI_OR JOB NO.: 1373.02.2 DATE LANDSC~EiRC' 11,,C/(o/ WORK: c / v/_ ,, Ar Y--r,1/ 1 ~ DATE.,. u· t-DATE INITIAL DATE INITIAL DME INITIAL DATE JAMEY~ fA: L R . ' R.L.A.: 2961 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL V LANDSCAPE PLANS FOR: EL CAMINO REAL WIDENING IRRIGATION & LANDSCAPE NOTES A n~PP~R~Q~V:E:D~B~Y~: /,/~ /W,i'/~1iz•~t It_ •-~JA~S~Q~N )• GELDERT _ · IA , , 6 •/{,•l,o/5' _ ENGINEERING MPJ<fAGER RCE63912 EXP.09/30/16 DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: C.l' 13-03 477-6 CJ :.c i 2 Ci) 2 C s: OJ m :.c CJ :.c :c:, § 2 Ci) 2 C s: OJ m :.c I r--------------------------------------------------------------------------------------------------------------------------------------------------i u~w i ~ . I I t~ I -- '" .. , ~ ._ L.J ' " ~ ~ PARTIAL SITE PLAN SCALE: 1" = 100' w ~------" <t:: ___ _ = I ~w ~w d) w z _J "I 0 t-<t:: r CINDY Alf: PARTIAL SITE PLAN SCALE: 1" = 100' DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. - ----. .---. - - - ·.... ~\i--gjj;_ FOR IMPROVEMENTS REFER TO EL CAMINO REAL RO.UJ. IMPROVEMENTS CITY PRAUJING 477i&L FOR IMPROVEMENTS REFER TO -~ EL CAMINO REAL UJIPENING IMPROVEMENTS CITY PRAUJING 477-i&L LOCATION OF PROPOSED RECYCLED WATER IRRIGATION SYSTEM AREA REFER TO IRRIGATION PLAN SHEETS 80 THROUGH 84 LOCATION OF PROPOSED RECYCLED WATER IRRIGATION SYSTEM AREA REFER TO IRRIGATION PLAN SHEETS 80 THROUGH 84 I / / / \ 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92008 {760) 692-1924 www.lightfootpg.com SI rE DESIGN LANDSCAPE ARCHITECTURE f-------l--+----------------+---+-------------+----------< fsRITTl CITY OF' CARLSBAD ~ ENGINEERING DEPARTMENT _ CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: ___________ _ DESIGNED BY: ~PA~-DATE: 9/5/2013 ADDRESS: DRAWN BY: PA SCALE: AS INDICATED f----+--+-------------------+---+-----J---------j PROJECT MGR.: J. TAYLOR JOB NO.: 1373.02.2 TELEPHONE: _____ _ WILLIAM E. PLUMMER DATE DEPUTY CITY ENGINEER R.C.E.28176 EXP.03/31/2014 DATE PLAN PREPARED: _________ _ BY: _______________ _ R.L.A.: 2961 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL C!TY APPROVAL lANOSCAP[ PLANS FOR: EL CAMINO REAL WIDENING RECYCLED WATER AREA EXHIBIT APPROVED BY:TI JASON S, GELDERT ~ ·l6·1P1S ENGINEERING MllNAGER RCE 63912 EXP. 09 30 16 DATE DWN BY: CHKD BY: RVWD BY: PA JT ..'ll.-'- .,1\&-, PROJECT NO. DRAWING NO. c:P.13-03 477-6 ~~ I ,iz iii,~ ii ~ 2i ii il ill I ~i I ::::, 2 (j) 2 C: ~ m ll '----~ CJ ll ~ 2 (j) 2 C: ~ OJ m ll , .... , ... ,, .. ,. ___ ,, __ ~ ' ..•. .. ·····••<••···"''''"'''''' ., .... , .. ,, .. _____________________ ,.,,, .. ,_ .. .,, ......... .,,, .. ,,.,,,,. ___ ,,..,,,_, __ ,,,,,,,,._______ ., ..... , ... _,_,_,_ .. ., .. ,.. __________________ ,,_,,, .. _..,,, -----· I. CONSTRUCTION A. SCOPE OF WORK 1. This work shall consist of hardscape construction and flatwork such as driveways and w·alks. Bid price shall include all labor, materials, and equipment costs as well as any other expenses necessary for the completion of this project. B. STAKING & LAYOUT 1. Field surveys for control of all construction and grading on the plans is the responsibility of the Contractor. All field s1.,Jrveys, including construction stoking, shall be under the supervision of the Contractor and verified by the Landscape Architect 760-692-1924. Stoking shall be performed on all items ordinarily requiring grade and alignment at intervals normally accepted by building trades involved. C. FINE GRADING 1. Finish surfaces shall be free of irregular changes lo provide a uniform grade or srnciolh transition gradients. 2. Pion ter or lawn areas receive topsoil amendment to within no more than 0.10' above or below required sub grade elevation. 3. Walkway finish surface shall be shaped to line, grade, and cross -section, with the finish surface not more than 0.10' above finish grade elevation D. CONCRETE & MASONRY 1. General a. Concrete work shall be constructed of Portland cement concrete type JI or IIA conforming to ASTM C150 unless otherwise specified. Concrete shall be prepared in a manner generally acceptable to the trade. The Contractor shall provide facilities for integrating any required installation of banding, sleeves or inserts specified and perform cutting and reinforcing of form required to accommodate them. Do not place any concrete until all inserted items are installed in their proper locations, secured against displacement, cleaned, inspected, and approved. b. All aggregates shall conform to ASTM C-144 for mortar and C-404 for grout. Waler shall be clean and potable from a domestic source. 2. Walks a. General (1) Compact and tamp concrete in order to bring a 3/8" layer of cement/mortar to the surface. Use wood screeds and masonry floats only, and apply the specified finishes ofter excess surface water has disappeared. (2) All walks shall be constructed of 2000 psi at 28 day concrete with a 4" nominal thickness. (Provide specified finish and retardant as noted on the plan.) Surface area of walk shall not exceed 100 sq. ft. without the incorporation of expansion joints. b. All concrete flatwork shall drain at 2% away from bulldings and structures. Concrete walks shall drain with a 2% cross pitch. All water lo be focused lo subsurface drainage fixtures. 3. Expansion & Control Joints a. Expansion joints shall be constructed in curbs, wolks and other paving as shown on the plan. Joints shall be installed vertically and extend to the full depth and width of the work. Expansion joints shall be 20'-0" on center, not to exceed a surface area of 100 square feet unless noted otherwise. b. Control joints shall be 5'-0" on center unless noted otherwise. Finish joint opening shall not be wider than 1/8 inch. 4. Reinforcing Steel a. General (1) All rebar, wire and wire mesh reinforcement shall conform to details on plans unless otherwise noted. Before being placed in work, all reinforcing steel may hove a very slight rusting finish to enhance bonding properties. Steel shall be entirely free of mill scale, mortar, oil, dirt, heavy rust or coating of any character which would llkely destroy, reduce, or impair its proper bonding with concrete or mortar. (2) Reinforcing steel shall be either grade 40 or grade 60 billet steel conforming to ASTM A615. All bending or straightening shall be accomplished so that the steel will not be damaged. Kinked bars shall not be used. (3) Wire mesh reinforcement shall conform to ASTM A185. The gauge of wire and mesh dimensions shall be shown on the plan. 5. Cleanup a. The Contractor shall clean up & remove from the site all unused materials and debris resulting from the work performed. E. DRAINAGE 1. General a. All drainpipe shall be ABS plastic, solid wall pipe. Pipe, fittings and joints shall conform to ASTM D-2751 unless otherwise specified on the plan. b. Drain pipe shall pitch and drain at a .5% minimum slope away from all drain inlets. 2. Drain Inlets a. Drainage inlets will be ABS plastic unless otherwise specified on the plan. Installation will be per manufacturer's specification. b. Planter areas of shrub or ground cover shall receive 4" atrium grate inlet. c. Turf areas shall receive grade mounted drainage inlet or drop inlet as noted on the plan. d. Hordscape or paved areas shall receive grade mounted drop inlet or catch basins as noted on the plan. F. EXCAVATION 1. Dig trenches to a uniform width and depth as specified on plans or as required for proper installation of pipe. Provide 6" to 9" clearance on both sides of pipe. Carry depth of trenches for piping to establish indicated flow Jines and invert elevations. G. MISCELLANEOUS PAVING 1. General a. Furnish all labor motrerial & equipment to complete all paving and related work. 2. Decomposed Granite a. D.G. material fines to be "A-1 pathway mix" by Hanson/A-1 Soils 858.715.5600 b. D.G. material to be mixed with 'Stabilizer' or eq. organic matrix hardener. Per the manufacturer's recommendations. c. Apply in 2" lifts in areas shown on plans. 3. Resilient Surfacing a. Resilient surface shall be as shown on plans by Vitriturf, Surface America or approved equal. Submit color samples in finished state (6"x6" tile minimum) for submittal review. b. Install per manufacturer's recommendations. 11. IRRIGATION A. SCOPE OF WORK 1. This work shall consist of the installation of a complete automatic irrigation system as shown on the plans. Bid price shall include all labor, materials, tools and equipment costs as well as any other expenses necessary for the completion of this project. B. IRRIGATION DESIGN 1. The pion is diagrammatic. Refer to notes, details, and legends to verify locations of irrigation equipment. 2. Contractor shall carefully check and verify conditions on-site and be familiar with the location and details of on-site connections of water and power sources. 3. Discrepancies between the pion elements and/or site conditions must be brought to the attention of the Owner's Representative during bidding and prior to pr6ceeding with any work. Failure to do so will result in responsibility by the Contractor for any and all revisions that result therefrom. C. MATERIALS 1. All materials shall conform to the local ordinances governing irrigation equipment. 2. All materials and equipment shall be new, and shall conform to the standards of specification by the manufacturer. 3. Under any circumstances, no substitution of equipment will be allowed without prior written approval of the Landscape Architect and City Inspector. Contractor shall submit data to support claims of equal performance. Standards of performance of specified materials and equipment shall be used as a performance standard; substitute material must match specified material. 4. Equipment and materials shall be as called out on the plan legend. D. LAYOUT 1. Prior to installation, Contractor shall mark-out, with chalk or equal, all pressure supply lines and laterals, indicate the locations of irrigation heads and valve 2. Layout shall be such that no hindrance or interference with planting or hordscape construct ion occurs. 3. Owner's Representative shall approve layout and verify the location of control clocks prior to installation. E. INSTALLATION 1. Irrigation heads and risers sho!I be installed perpendicular to finish grade and/or manufactured slopes and checked for adequate coverage prior to permanent 2. Flush all lines prior to installation of sprinkler heads. 3. Spacing of heads shall not exceed the radius indicated in the irrigation legend. 4, Thoroughly flush all (lateral) lines prior to installation of sprinkler heads and/or drip e·mitters. After installation of drip emitters, flush laterals a second time before capping and pressurizing PVC lines. F. TESTING 1. PRESSURE TESTS a. All pressure mains shall be capped and tested at a hydrostatic pressure of 150 p.s.i. for a period of four (4) hours and prove water-tight, prior to Installing remote control valves. Any leaky flttings, joints and pipe shall be replaced and the line b. Lateral lines shall be capped and tested at the design pressure, at the last heCJd, for three (3) hours, and prove water-tight, prior to installation of sprinkler heads. Any leaky valves, Joints, fittings or pipe shall be replaced and the line retested. c. All pressure tests shall be performed ln the presence of the Owner's Representative and City Landscape Inspector. d. Corntroctor shall provide all equipment necessary to conduct hydrostatic e. Contractor shall notify City Inspector 48 hours prior to hydrostatic testing. 2. Cowerage Test a. When system Is complete, Contractor shall perform a coverage test to determine that coverage is adequate and complete. b. Adjustments shall be made by the Contractor to compensate for site conditions and variations in grade: (1) Hea1ds shall be adjusted in height and alignment after planting is completed and prior ta hydroseeding to ensure adequate coverage and that spray stream clears adjacenit plant material. G. CONTROLLER SYSTEM 1. Controller shall be a solid state microprocessor based unit providing for manual or completely automatic function. a. Each station shall be capable of programming from 1-59 minutes and shall operate a minimum of one 24 VAC remote valve per station. b. Controller shall hove capacity for everyday, every other, or every third day programming and shall indicate the days watering occurs as well as indicatirng 1f watering occurs on the current day. c. Controller shall have 4 separate start times per day; each individual start time shall be programmable at any time of day. 2. WIRING a. Wire sizing for control valve wires shall conform to the following chart: Zero to 500 ft. -14 GA • 501 to 1,000 ft. -12 GA • 1,001 to 1,500 ft. -10 GA In no case shall any valve be more thon 1,500 ft. from controller. b. V/lire color shall be as follows: (1) 1Controller system wiring shall be per detail on plans. (2) Pllot wires shall be a different color wire for each controller. (3) Common wires sholl be white with a different color stripe for each controller. c. Wiring shall be toped together at 10 foot intervals. d. Provide expansion curls within 3 feet of each wire connection and at each change of direction by wrapping 6 turns of wire around a 1-inch diameter pipe, then withdrawing the pipe. e. All splices shall be made with Scotch-Loe #3576 Connector Seal Packs and Pen-Tlte wire connector. Use one splice per connector sealing pack. H. FINAL ACCEPTANCE 1. Con tractor shall demonstrate to Owner the operation of each system and piece of equipment. 2. Contractor shall provide all manufacturer's data for all equipment. 3. Contractor shall provide an 'as built' plan depicting the actual locations of Jines, heads, ·valves and controlling systems. Each valve for each controller will be clearly shown and its station number Indicated. 4. Contractor shall provide copies of each controller program, keys to the enclosure, and any special tools delivered as a stock accessory to any of the equipment. 5. Moi111tenance period shall not commence until the requirements of this subsection have been fulfilled to the satisfaction and acceptance of the Owner. I. GUARANTEE Contrac:tor shall guarantee that the entire irrigation system is free from defects and workmanship, for a period of one year; ordinary wear and tear, unusual abuse, or neglect excepted. J. MAINTENANCE 1. OPERATION a. Contractor shall adjust his watering schedule equal to the application rate each area is capable of receiving, based on topography, soil type, plant material, season and weather factors. Owner's Representative shall be given a key to controller and nstructions on how to turn off system in case of emergency. b. Periodically (a minimum of once a month) Contractor shall check all sy;;tems for proper operation and coverage. All heads are to be adjusted as necessary for unimpeded coverage. Adjust outlets of distribution tubing as required for growth of plant material. Observe the site regularly for puddling and run-off. Change length and/or frequency of the irrigation cycle to eliminate any problems. c. Check fllter mesh condition within five to seven days of initlol operation. If dean, check again in 30 days. Check condition of filter until a regular maintenance interval con be established for each site-specific system. d. The-lines shall be flushed periodically and whenever repairs hove been done on the system. If water quality is adequate, perform flushing at least once a month for 30 to 60 seconds. e. Monitor and maintain optimum operating pressures throughout the system. f. In Morch, all valve boxes shall be checked for soil invasion, cleaned out and new grove! replaced as noted in original specifications. g. All screens in backflow preventer strainers shall be checked and cleaned at least three (3) times per year or as often as necessary. h. Contractor shall utilize a repeat cycle on controller to eliminate excessive run-off. i. To insure minima! obstruction of irrigation spray patterns, Contractor will be responsible for trimming and making necessary adjustments to riser height as plant material growth rates indicate. j. All systems shall be personally observed by the Contractor during operation cycle at least once per month to verify effectiveness of sprinkler operation. k. Controctor shall throttle down valves enough to prevent useless fogging, allowing droplets for effective watering. 1. Hours of scheduled operation will be programmed to minimize disease occurrence of plant material and reduce possible nuisance from sprinkler operation to pedestrians or vehicles. To prevent leaf burn of many plant species, do not operate the Irrigation system during warm daylight hours, generally between 9: 00 a,m. and 5: 00 p.m. 2, MAINTENANCE a. Any repairs made by the Contractor will be in accordance with the original details or as directed by Owner's Representative. b. R!epalrs to irrigation system caused by conditions under which the Contractor does not have any direct control shall be paid for by the Owner as extra work. Such repairs ore those caused by vandalism, normal wear and tear, storm damage (acts of God), o•r by other parties. It shall be the Contractor's responsibility to report such conditions immediately to Owner's Representative. c. Contractor shall make minor repairs under this contract. Minor repair shall be defined as an oc;:casional repair such as a broken riser, which con be repaired easily without the need of a specialist. d. Malfunctions of any nature which ore deemed to be the fault of materials or workmanship still covered under original installation guarantee shall be reported immediately to the Owner's Representative. e. Controctor shall furnish his own hoses, nozzles, sprays, and controller keys as required. f. Any damages to system caused by Contractor's operations shall be repaired without charge to the Owner. Repairs shall be made within one watering period. g. It will not be the responsibility of the Contractor to pay for heads requiring placement, but he will be responsible for the labor involved. Heads shall be of the exact type as previously installed. Substitution will be allowed only with prior approval of City. K, ADDITIONAL WATER LINE NOTES 1. SEPARATION BETWEEN WATER, SEWER, RECLAIMED WATER, AND OTHER UNDERGROUND UTILITIES Horizontal and vertical separation of water, reclaimed water, and sewer mains shol! adhere to State of California Department of Environmental Health "Criteria for the Separation of Water Mains and Sanitary Sewers." a. Horizontal Separation: Ten (1 O') foot minimum separation between water, reclaimed water, ond sewer mains shall be maintained. Any special situation requiring less separation will require District approval. b. Vertical Separation: Twelve (12") inches minimum separation between water, reclaimed water, and sewer shall be maintained at all crossings, all crossing should be at 90 degree angles horizontally. Normally, water, reclaimed water, and sewer shall be located horizontally from the streets finish grade surface in the order of the higher quality, i.e., water shall be above reclaimed, reclaimed above sanitary sewer. Ill. LANDSCAPE PLANTING A. SCOPE OF WORK 1. This work shall consist of performance of soil preparation, planting and hydroseeding of those materials called out on the plans and installation of material per the details depicted on the plans. Bid price for this work shall include all labor, materials, too! and equipment costs as well as any other appurtenances necessary for the completion of this project. B. PLAN 1. The plan is diagrammatic. All plant material locations shown are approximate. Plant symbols take precedence over quantities. C. MATERIALS 1. PLANTS a. All plants shall be healthy, of normal growth, well root.ed ~nd fre~ of diseases and pests. Quality and size shall conform to the state of Cal1forn10 Grading Code of nursery stock, number one grade. . , b. Plant material shall not be root-bound. Owner reserves the right to reJect any and all material found lo be defective. Defective material shall be removed from site and replaced with acceptable material at Contractor's expense.. . c. Contractor shall be responsible for damage to plant material due to negligence or irrigation system failure during construction or during the maintenance period. 2. SEED a. All seed is to be delivered to the job site unmixed and in separate sealed containers. Each sealed container shall bear the seed suppliers togs indicating the container weight, seed type, purlty and germination. b. All seed shall be labeled according to State and Federal Seed Laws. c. A sample of each seed type shall be drawn. and held for. tes~ing befor; s;eding operations. If any discrepancy between specifications and germination material Is discovered, Contractor shall pay for seed tests by Ransom Labs (805) 684-3427, and shall replace seeded area with specified mix. D. SOIL PREPARATION 1. Planting areas of 4: 1 slope or less shall be ripped or serrated to a depth of six (6) inches In a horizontal direction prior to any planting or irrigation installation. 2. Backfill mix and amendments shall be as specified from soil tests. All backfill and amendments shall use native soil as a mix base. For bid purposes use: 6 ports on-site native soil 4 parts composted organic soil amendment -S}'Tlagro or equal 12 lbs 12-12-12 NPK fertilizer per cubic yard 2 lbs iron sulphate per cubic yard Contractor shall be responsible for obtaining soil tests and preparing backfill mix per soil test recommendations. Submit soil test results to City lnspector for approval prior to soil amending and/or backfilling. 3. General soil preparation for areas which are less than o 2: 1 gradient (amount per 1000 square feet) 4 cubic yards Humic compost -Agrl-Service 1-800-262-4167 50 lbs. Humote Plus -TriC Enterprises 1-800-927-3311 25 lbs. granular fertilizer 50 lbs. Ag Gypsum 10 lbs. Soil Sulfur 4. Top dress all slope areas 2: 1 or steeper with the following lightly racked into soil approximately 1"-2" depth -(amount per 1000 square feet) 6 cubic yards Humic compost -Agri-Servlce 1-800-262-4167 1 O lbs. Soil Sulfur 1 gallon Plants Choice SR (sprayer applied) -Plants Choice 1-619-661-6712 E. PLANTING 1. General a. Set plant plumb and hold rigidly in position until soil has been tamped firmly around ball or roots. b. Use only specified backfill mix for backfill of planter pit. c. Gro Power 7 Gram Plant tabs per the Following: 1 gal shrub ... 3 tabs/plont 5 gol shrub ... 8 tobs/plant 15 gol tree ... 15 tobs/plont d. Tri-C Myco-Paks Endo/Ecto Mycorrhizae in the following amount: Teo Bag Qty Plant Size 1 1 Gcl 2 5 Gol 4 1S Gcl 5 2~Box e. Backfill pit with mix to half its depth and water thoroughly. Back fill remainder of pit with mix. Tap down firmly to eliminate all air pockets. Do not comp~ct. f. Construct watering basins equal to diameter of pit excavated for planting plant material. Depression of each basin shall be capable of holding a depth of 3 inches of water. g. After watering, any settlement within basins shall be refilled to required grade with prepared soil. 2. Container-Grown Plants a. Con removal: Do not injure root ball. Carefully remove plants without injury or damage lo root boll. After removing plant, superficially cut edge-roots with knife on three sides. b. Box removal: Remove bottom of plant boxes before planting. Remove sides of box without damage to root boll ofter positioning plant and partially backfilling. c. Dig planting holes to accommodate root bolls as per detail on plans. d. Hand backfill and hand tamp leaving a slight depression around plants. F. STAKING OF TREES 1. Stake designated trees as per detail, with minimum of one stake on windward side 'of tree. G. TREE ROOT BARRIERS 1,The Contractor shall furnish and install tree root barriers as specified. The tree root borriers shall be product #UB36-2 (36 " depth) and #UB24-2 (24" depth) os manufactured by DeepRoot Green Infrastructure, LLC; 530 Washington Street, Son Francisco, CA 94111 info@deeproot.com Tel: 415-781-9700 Toll Free: 800 458-7668, or opproved equol. 2.The barriers shall be black, injection molded panels, of 0.085" wall thickness in modules 24u long by 36" deep; manufactured with a minimum 50% post-consumer recycled polypropylene plastic with added ultraviolet inhibitors; recyclable. 3.The Contractor shall install the root barriers devices in a linear fashion adjacent to paving, sidewalk, or curb in all conditions where trees are to be planted within 7' or closer to these improvements. Root barriers shall extend 8' on each side of tree as measured along length of improvement. 4. The vertical root deflecting ribs shall be facing inwards to the root ball and the double top edge shall be 1/2" above grade. H. GENERAL 1. Maintenance for all palm planting areas will be for a minimum of 120 days exclusive of other maintenance requirements for the project. The Contractor shall also follow direct maintenance as specified. Refer to Specification Section J for additional information and direction. 2. Mulch Application a. All planting areas, with the exception of areas with slope gradients in excess of 33.3% (3: 1 and greater) sholl receive a 3" layer of mulch. b. Mulch material shall be recycled tree trimmings contoining no grass, weed seed, trash or other contaminants. Screened 3" to 3/8" fines. Available through Synogro-Recyc 1-909-371-3929. Submit sample to City Inspector for approval prior to bulk delivery to job site. c. Additional mulch application may be required during maintenance/establishment to maintain 3" layer depth due to settling and compaction. I. GUARANTEE All shrubs and trees shall be guaranteed by the Contractor for the following lengths of lime upon completion of the specified maintenance period: 1. All trees and shrubs for duration of maintenance period. 2. All one gallon shrubs -120 days. 3. All five gallon trees and shrubs -120 days. 4. All 15 gallon trees and larger -180 days. J, MAINTENANCE 1. The entire project shall be completely and satisfactorily maintained for a period of 120 calender days, The Contractor shall call for the start of estoblishment/maintenace once the project Is substantially complete -(100% hardscape, flatwork and furnishings installed -95% Planting & Irrigation installed). Establishment and mointen,ance per_iod shall commence upon th~ date of completion of the work, as authorized In a written notice from the Landscape Architect ~fter a 'start of establishment period' inspection hos been completed by the Owners representative; and oil punch list items hove been corrected by the Contractor. 2. Maintenance shall consist, but not be limited to, the following: a. Care and maintenance of plant basins for container stock. Removal of known noxious weeds from project area. b. Replacement of diseased or dead container stock. c. Clearing of drainage structures of debris that might impede the flow of water through them. d. Weekly edging & mowing and/or inspection of oil turf areas. e. Removal of all trash, debris and plant litter from site. f. Cleaning, brush or power washing of flatwork and furnishings at least one time, or more if direc_ted by the Owner or Landscape Architect. g. Contractor shall be responsible for protecting the work from vandalism and occide~~o! damage, damage by frost or torrential rains. Any damage shall be promptly repaired ot no odd1t1onal cost to the Owner. h. Contractor ls responsible for all repairs or replacements caused by acts of vandalism, including removal of graffiti, and/or refinishing as required. i. Contractor shall inspect the site no less than once per week during the maintenance period. 2. Final Acceptance . , . a. The Contractor shall show evidence to the Landscape Architect that the Owner has received oil required manuals, accessories, maintenance recommendations, etc. before final inspection con occur. b. Notification by the Contractor shall be mode in writing to the Landscape Architect at least seven F) calender days prior to final inspection for acceptance. The final inspection of the work shall be mode m the presence of the Owner's representative and the City Landscape Inspector at the time the work is completed. ·• THE -~ l!GHIFOOJ = -PLANNING =----GROUP 5900 PASTEUR COURT SUITE 11 O CARLSBAD, CA 92008 {760) 692·1 n4 www.llghtfootpg.com SITE DESIGN LANDSCAPE ARCHITECTURE Underground Service Alert ®,. ~ Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG PLANNING APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. fsRITf1 CITY OF CARLSBAD SHEETS 96 ~---1--~--+------------------jf----j---+---t---J ~ ENGINEERING DEPARTMENT :==='-'=================::::'....':::==; LANDSCAPE: PLANS FOR: "AS BUil T" DESIC.NfO SY, __.,B,.,;..:~'--DAT5:: ---EL CAMINO REAL WIDENING oAAwN av, PA: SCALE, As rlJQ. 1---1---+--------------t---t---+----i---i LANDSCAPE SPECIFICATIONS TITLE _______ _ RcVIEWEO ay, lNSPcCTOR. PROJ£CT MGR: .J-pl,'{LOP.loa l'IC).: I '31, oz.'tc-----l------+----------------f-----t---t---t----1 ~====== !4==cf>i==)UJj====, =====c=s=. =G'::E":LD:":E'::R';'T ==, T APPROVED BY: , 77/!Y' 6· /t,•Z.0/5 ~· W~--··· ,-N-C-IN_E_ER_I-NG_M_AYJ.'.:--,AAG~E~R~-~R':-CE63912 EXP.09/30/16 DATE ( ~ P" ,' ~;;Z•t<"rn:::m ,;::, REYI SI ON DESCRIP OON ,:: ,,,::: :•: ,,;:: ~E~i~~-e~i~_• •--~-;_L~v-!-:~ LI ___ c_e_;_·J_~_\_' --N-~--3 __ ~1 ~_04_RA_;_;N_~_;_0_-.,, 7 l)ATE l>ATE 2 ti) 2 C: ~ DJ m ll z ll ill > () co <( ill ill (j") ill z I I _J I -=t u t-- <( r \ I 1~~'-dj u -~------- \Ji ...... --C-/----r-'10 ---,,,--: •i, .. • . -~ I ---,-,. . . • ... :i,;,. . . ·,_, _ __,__ ·-. '-cc~! -=-----'"~-~ . • . ,,,..,t..,_.,_..,.. . :..,~-,__,.---J~l'!'-"~✓4-. '--+-. -~ r . 0_.·, . .-.. ' ' ..• -. _,. ,-:"11111 ~--~ =----~-_,._;.,,..,·" ~-. _,,, - 492 I ---------- EL CAMINO -- REAL --/;&~------ I I - ---- ----- ---if( y}LI -- . - FOR THI& AREA REFER TO ------------ EL CAMINO REAL WIDENING IMPROVEMENT& CITY DRAWING 411-bL u~ Service Alert APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. Call: TOLL FREE 1-800 227-2600 TWO WORKING OAYS BEFORE YOU OIG "AS BUILT" TITLE ________ _ DATE REV !EVED BY, INSPECTOR DATE FOR IMPROVEMENT& REFER TO EL CAMINO REAL WIDENING IMPROVEMENT& CITY DRAWING 471-bL ----- .- ---· -·-- 5900 PASTEUR COURT SUJTE 110 rn Cl2 ---.. I' 6 5LA 24 II, 12 C22 . w,1 11 5LA B40 C3.S Jv?' &, 5LA ISi, I I I I 13 -Et-- Ji! I IRRIGATION EQUIPMENT LEGEND VALVES, CONTROLS, t MISC. EQUIFMENT DETAIL SYM. MANUFAG TVRER / MODEL ij DESC.RIPTION 11---1§) 1-1/2" REC.YC.LED MTI'R METI'R REFER TO C.IVIL PLANS P.O.G. IRRIISATION POINT OF C.ONNEC.TION SYSTI'M C.ONNEC.TION DO~ STREAM OF METI'R Nqo CZ) Yif:ATHER-MATIC. e2ooc.R SERIES OOJ<Al,ILLY C.L05ED -ltl5TALL IN STANDARD MASTI'R VALVE· 2" l<fCTAAS\JlAR VALVE OOX -BAAND LID W B/qo ~ C.ALSENSE FM • IB EllWS FLOt'l ;€tl50R -PER M'R ~GIFICATIONS ltl5TALL IN q• RCIW VALVE OOX • 6IWID LID 'F;' ..... YilLKINS eso SERIES F\JLL Pc:RT EllWS BALL VAL VE c.Jqo ltl5TALL IN q• RCIW VALVE eox -6IWID 'll<R ;Jl./T 15/qo 0 NELSON •1645 Yi/ Ac.ME THREAD I' aJIC.K UW\.fR VALVE -ltl5TALL IN q• fla!ND VALVE OOX -liAANI) LID '(KN' D/qo Q9 YilLKIN5 eso SERIES BALL VALVE -LINE SIZE ltl5TALL IN q• ROIIND VALVE OOX • 6AAIID LID llV' E/qo ~ Yif:ATHER-MA TIC. e2ooc.R-NP SERIES REMOTI' C.ONTROL VALVE, C.HRl5TY'S ID C.ONTROL VALVE TAIS, LOC.KA6LE 60X BRAND LID "RC.V" AND VALVE• [g C.ALSENSE ET2000E-24-R-RRE-55E-R 24 STATION AUTOMATED C.ONTROLLER 11qo Yi/ HUNTI'R MINl·C.LIK·C.·515-MC. MOUNTED IN STAINLESS STEa fLIP·TOI'' RAINSEN50R PEDESTAL C.A61NET 'IV RAIN SENSOR Ell:;L051..!<f H/qo • REC.YC.LED MTI'R MRNINIS 12·x1e· ALUMINJM BLADE SIDE 1:JO NOT DRINK' 5115N MOJNT TO METAL POST ® ll<RIISATION SLEEVE MARKER INSTALL q" ROUND VALVE 60X AND BRAND LID YilTH "IRR·SLV' ~ 2' l<fC.Yc.LED l"ATER ll<RloATIOH C.Ji\055 WHl'£(;TION t1ATER AISEll:;IE5 STANDARDS DYi<Sffi-Q4 c.1q2 TEST STATION PER c.M)'II) 5TANDAAD5 [I] t1A TT5 1115 5ERIE5 l'lllll ;l04 STAINLESS PER t1ATER AISENC.IE5 STANDARDS Di'IISN<-05 D/q2 STEEL ¾REEN STAINER §] t1ATT5 #E>OO SERIES RECYCLED t1ATER INSTALL IN JJMBO VALVE BOX D/q2 CHECK VALVE PER t1ATER AISEll:;IE5 STANDARDS Dl'IIS!'R-05 SPRINKLER HEADS DTL. SYM60L5 MANUFAG TVRER / MODEL # RAD SPRAY HEADS DESGRIPTION ISPM • AT :lO PSI qo 100210%0 qo 100 210 F/ql ~ e Q) 0 RAINBIRD l000·5AM·l5 5ERIE5 Yi/ F, H, T, (l, -PC.5 NOZZLES A5 NOTI'D 15.5' .12 1.85 5.1 POP·UP SPRAY F/qJ " 'V o/ 'v RAINBIRD IWO·SAM-12 SERIES Yi/ F, H, T, Cl, ·PC.5 NOZZLES AS NOTI'D 10' .b5 1.5 2.b POP·UP SPRAY F/qJ ,ii B [':I D RAINBIRD IW0-5AM-IO SERIES 'IV F, H, T, Cl, ·PCS NOZZLES AS NOTI'D 8' ,5q ,1q 158 POP-UP 5PRA Y f/qJ V '¥ V V RAINBIRD l800·5AM-e 5ERIE5 Yi/ F, H, T, Cl, ·PC.S NOZZLES AS NOTI'D b' .26 .52 1.95 POP·UP 5PRA VALVE KEY t WELO DATA ---60DY HEIISHH ' PROISRAM5 , 60DY HEIISHT OR TYPE 12• 12' POP•UP HEIISHT B• BUBBLER VALVE STATION NO . 4 PROISRAM, F'TT:22'4 '7-_ I> VALVE SIZE ~tr~1o~--------1i2~0i2l==-~:..o' VALVE STA TYPE 2450 HYDROZONE AREA FIFING t 5LEEVING SYM. DESC.RIPTION I• TURF 2• SHRUB 5• SLOPE 4• DRIP 5• BIO·SMLE 15/qJ REC.YC.LED MTI'R PURPLE 'ALERT-LINE' 2·1/2" SIZE UNLESS NOTI'D - • - • -MAINLINE PIPE SIZINIS ·C.LASS 515 (2" OR LAR<SER); SC.H 40 (1-1/2" OR LESS) MAINLINE ALIISNMENT 15 DIAISRAMATIC. REC.YC.LED MTI'R PURPLE 'ALERT-LINE' 15;q1 , ___ , PVC. C.LA55 200 NON-PRESSURE LATI'RAL LINE PIPINIS -SIZE A5 NOTED REC.YC.LED YiATI'R PURPLE 'ALERT-LINE' FOR PIPINIS, C.ONDIJIT FOR C.ONTROL YilRE5 --PVC. SC.H 40 AND 80 5LEEVINIS FOR MAIN, LA TI'RAL LINE PIPINIS, C.ONTROL YilRE5. H/qJ SLEEVE SIZE 2X PIPE DIAMETI'R OF YiORKINIS LINE SHEET B0 THE -~ .. LICHTf□□T = -PlANNINC =--=--===== CROUP CARLSBAD,CA 92008 {760} 692-1924 www.lightfootpg.com SITE llESIGN LANDSCAPE ARCHITECTURE ISHEEf1 CITY OF' CARLSBAD SHEETS 96 f----l----l---------------------1---+-----1---~ ENGINEERING DEPARTMENT :=='--=====================::::'....'::::===: PLANNING DESIGNED BY, PA DATE, 9/5/2013 DRAWN BY: ~P~A ___ SCALE: AS IMOICATED f----+-----+-----------------------l----1-----1------1 PROJECT MGR.· J. TAYLOR JOB NO.: 1373.02.2 DATE INITIAL DATE INITIAL DME INITIAL R.L.A., 2961 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL crrY APPROVAL LANOSCAP£ PLANS FOR: EL CAMINO REAL WIDENING !RR/GA T/ON PLAN APPROVED BY: ~~=rt=if:'TI JASON S. GELDERT ----~-=·;_~ fJi{,i{.==--~t·J6·?PZS ENGINEERING MN AGER RCE63912 EXP.09 30 16 DATE DWN ElY: CHKD BY: RVWD BY: PA JT .,\t,t: .~\& PROJECT NO. Cl'.13-03 DRAWING NO. 477-6 _______ ................. ·-----------------~--------.. ------· .. ·----------------------------------------------------------~~------_J 00 0 0 .... CD en ~ 2 (jJ 2 C: s: to m :0 CJ :0 i 2 (jJ 2 C: s: to m :0 :0 ! ' t w > 0 {l) -<t w w ill w z ~~;s-····0· 77/77 -~~~~~ ----,¼, --=----= ---------~ -------------i-------- - 0 -~:-~·~--:-·~:::_~:!_.;,L7r~7~~ ,,,--·::-_ r ., \. * r ---re .2 - Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG ;e APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. - fl' CB1 I' le> $1 A 40 m rl' C42 lv1 1 lb 5LA 1310 Ii CS.2 I' le> $LA 40 41Z>' I Cb.S ,· 44 A t,ise, 61Z>' i \ IRRIGATION EQUIPMENT LEGEND VALVES, CONTROLS, f MISC. EGlUIFMENT DETAIL SYM. MANUFACf\JRER /MODEL# DESC-RIPTION s;qo 5/90 D/qo E/qo H/qo C/92 D/q2 ii-@ 1-1/2" RECYCLED i"IATER METER REFER TO CIVIL PLANS P.0.C.. IRRl5ATION POINT OF CONNECTION SYSTEM CONNECTION DOl'<N STREAM OF METER 0 @ V1EA THER·MA TIC 8200CR SERIES MASTER VALVE -2" CAL5EN5E FM -16 WILKINS 850 SERIES NELSON M1645 W ACME THREAD WILKINS 850 SERIES ~ATHER-MATIC 8200CR·NP SERIES CONTROL VAL VE ~y Q.05E!/ -INSTALL IN STANDAl'O RECTI-JISl.l.AR VALVE OOX • EiAAHD LID 1'1'1' -FLort 5El-l50R -PER MFR !;f'ECIFICATIOHS IHST/-LL IN q• ROUND VALVE OOX-EIAAHD LID 'F5' Fill PORT -Bl-LL VAL VE IHSTI-LL IN q• RGWD VALVE OOX • 6AAliD 'IAA 5llJT I' G!IICK WFi.ER VALVE -IHSTI-LL IN q• RGWD VALVE OOX • 6AAIID LID 'o,:,V' BALL VALVE· LINE SIZE . INSTALL IN q• ROJND VALVE BOX -EJR/1111) LID 'BY' REMOTE CONTROL VALVE, CHRISTY'S ID TA5, LOCKABLE BOX BRAND LID "RCV" AND VALVE M CALSENSE ET2000E-24-R-RRE-5SE·R 24 STATION ALJTOMATED CONTROLLER l'V HUNTER MINI-CLIK-C-%-MC MCIJNTED IN 5TAltu55 STEEL FLIP-TOP' RAIN5EN50R PEDESTAL vABINET 'N RAIN 51;1150R ENCL05!1RE RECYCLED i"IATER i"IARNIN5 '00 NOT DRINK' 5I5N ll<Rli,ATION SLEEVE MARKER I2·xIe· ALUMIIIJM EILADE SIDE MCIJNT TO METAL POST INSTALL q• ROUND VALVE BOX AND BRAND LID WITH "IRR-5LV" 2' RECYCLW MTER IAAIMTIOH Cfl.055 WIN:CTION MTER Af>ENCIES STANDARDS Dl'i,Yil<-04 TEST STATlotl PER CHYt:> STANDAAD:i . MTTS 1115 SERIES ~ITH 504 STAINLESS STEEL SCREEN STAINER MTTS #600 SERIES RECYCLED MTER CHECK VALVE PER MTI:R MENCIES STANDARDS Dl'i,.Yl<-03 INSTALL IN JIMBO VALVE BOX PER MTER Af>ENCIES STANDARDS Dl'l,Yf<-03 SPRINKLER HEADS DTL SYMBOLS MANUFACTURER/ MODEL# RAD SPRAY HEADS DESCRIPTION i,PM • AT BO PSI qo 100210 60 qo IBO 210 %0 F/qo 0 1.0 ROOT MTI:RINi, R/'6-EH,-I404 ewBU:R SYSTEM F/q[ "' e 0 0 RAINBIRD Ieoo-sAt-1-l5 SERIES 'N F, 13.5' _q2 I.BS 3.1 POP-UP SPRAY H, T, Q, -PCS NOZZLES AS NOTI:D - F/q[ ~ 'l' w V RAINfllRD IBOO-SAM-I2 SERIES l'V F, H, T, a, -PCS NOZZLES AS NOTED 10' .o5 1.3 2.o POP-UP SPRAY F/q[ .. B i!J □ RAINfllRD IBOO·SAM-I0 SERIES 'N F, H, T, a, -PCS NOZZLES AS NOTED B' .39 ,1q I.SB POP-UP SPRAY f/q[ V \)I V V RAINfllRD IBOO-SAM-e SERIES 'N F, H, T, Q, ·PCS NOZZLES AS NOTED b' 26 .52 1.05 POP-UP 5PRA VALVE KEYf WELO DATA ~--BODY HEl5HT; ; PR05RAM5 VALVE STATION NO. I• TURF , BODY HEl5HT OR TYPE 12• 12" POP-UP HEl5HT fl• flUOOLl:R i,/q[ H/9I I PR05RAM, RE'-1-----vALvE stzE 5PM '~LO' VALVE STA HYDROZONE AREA 2• SHRUB 5• SLOPE 4• DRIP 5• fll0·5~E FIFINC:i f SLEEVINC:i SYM. DESC-RIPTION RECYCLED i"IATER PURPLE 'ALERT-LINE' 2-1/2" SIZE UNLESS NOTED -• -MAINLINE PIPE 5IZIN5 -CLASS BIS (2" OR LAR5Ei<J; SCH 40 (1-1/2" OR LESS) MAINLINE ALl5NMENT 15 DIA5RAMA TIC RECYCLED i"IATER PURPLE 'ALERT-LINE' , I---; PVC CLASS 200 NON-PRESSURE LATERAL LINE PIPIN5 • SIZE AS NOTED RECYCLED i"IATER PURPLE 'ALERT-LINE' FOR PIPIN5, CONDUIT FOR CONTROL WIRES PVC SCH 40 AND 00 5LEEVIN5 FOR MAIN, LATERAL LINE PIPIN5, CONTROL WIRES. SLEEVE SIZE 2X PIPE DIAMETER OF WORKIN5 LINE Sf-lEET Bl ' i . THE ~-~~iTJ&DJ ~~~0Ls::ri~"9Jo~~RT SUITE110 ~1 CITY OF' CARLSBAD SHEETS 96 ==-=== GROUP 17601 692-1924 www.lightfootpg.com ~=====t====~=======================================j=====t=====t==== l__El_1_j ENGINEERING DEPARTMENT ,--------=:'.::~=::::::::_ ___ ==;:==__'.'~LA~NN~IN~G -~sr~JE~OE~s1G~N-~LA'.'.'.ND".'.SC~AP~EA~RC:"H".:ITE:'.cT~UA~E J'===i==l===================1==t==t== LANOSCAP[ PLANS FOR: "AS BUILT" T fTLE ________ _ DATE REVIE\./ED BY, INSPECTOR DATE DESIGNED BY: ~P~A __ DATE: 9/5/2013 DRAWN BY: PA SCALE: AS INDICArEO PROJECT MGR.· J. TAYLOR JOB NO.: 1373.02.2 DATE 1-t?•/ DATE INITIAL DATE INITIAL R.L.A.: 2961 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL Cl"fY APPROVAL EL CAMINO REAL WIDENING !RR/GA T/ON PLAN APPROVED BY: OWN BY: ~P~A __ PROJECT NO. DRAWING NO. CHKO BY: JT J\A.:: RVWD BY: ~~ C.1'.13-03 477-6 ------------------.... ,, ....... _,,,. ____________________________________________ .,__ __ ' s 2 Cil 2 C: ~ ~ lJ CJ I 2 Cil 2 C: ~ OJ m lJ CJ JJ i 2 Cil 2 C: ~ ti] m JJ i I ' ' i, I I ,. I,. I' 11 ,, I ,I. I I I •l '1 lo i) I• ' w z ... __J FOR IMPROVEMENT& REFER TO EL CAMINO REAL WIDENl,N.,::G::.,.,~ IMPROVEMENT& CITY DRAWING 477-bL FOC 'C' \ \\\ METER LOCATION, STATION 461•15 METER ELEVATION, 1100 METER SIZE, l'-"2 1 SERVICE LINE, 2' STATIC Fol, 'le) OOR$T CA$E VALVE CIRCUIT, C6 RESIDUAL Fol, 33.84 Fol FEAK DEMAND, 44 GFM -m !ill CS2 IV,1 21:> .. . 131:>0. Cl02 I>' IZ) . IZ) . M@ 11 12 :WfJ IRRIGATION METER AND P,O,C. LOCATION PER CIVIL PLAN& u~ Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG ---, ... ---~.,,µ. ~--.. . . . •. ·. -.. ·--,-- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. -- "AS BUILT" TJTLE ________ _ REV!E\./ED BY, INSPECTOR -----... ·········--·· .. ~--~-------------- DATE DATE ---=-2- CONTROLLER 'C' FOR ECR MEDIAN &EE LEGEND 1 --- '' THE -~" LIGHTFOOT = -PlANNING 5900 PASTEUR COURT SUJTE 110 ==== GROUP PLANNING CARLSBAO,CA 92008 (760) 692-1924 www.lightfootpg.com SITE □ESlllN LANDSCAPE ARCHITECTUllE DESIGNED BY: --'-P'--'A __ DATE: 9/5/2013 464 I Cl22 I' B &LA 32 - ---n .. r ' ( / ' '· ,_,./ C, v ( CD /?W - CD w z __J =t l) t--<t r I IRRIGATION EQUIPMENT LEGEND VALVES, CONTROLS, (MISC.EQUIPMENT DETAIL SYM. MANUFAvTIJRER / MODEL ~ DESvRI PTION 1r@ 1-1/2" REC,YC,LED MTER METER REFER TO C,IVIL FLANS P.0.v. IRRIGATION POINT OF C,ONNECTION SYSTEM C-ONNEC,TION DOf"IN STREAM OF METER N~O CZ) 1'£ATHER-MATIC e,2ooe,R SERIES ~LY GL05ED-INST,'J.!. IN 511-WAAD MASTER VALVE -2" fij;GJA!IS(JLAR WI.YE EIOX-8!WID LID MY' B/~O ~ C-ALSENSE FM -16 6AA!f.i FLort 5EH5GR • PER l,f\l \f'EGIFIGATI~ INST,'J.!. IN q• i1.0.llD V/>I.YE EIOX • 8!W1D LID 'FS' ~ l'ilLKINS e,50 SERIES RILL PORT EiAA!f.i 6,'J.l. VAL VE INSJ,'J.!. IN q• i1.0.llD VALVE EIOX • 8!WID 'IRR 5flJf 0 NELSON ll7b45 Y1/ AC-ME THREAD I' G!IIGK COUPLER VALVE· INST,'J.!. IN q• l'C\IW VALVE eox. -LID 'G;:,V' 0 l'ilLKINS e,50 SERIES BALL VALVE -LINE SIZE INSTALL IN q• ROUND VALVE eox. Elf<ANO LID 'BY' s 1'£ATHER-MATIC, e,2QOC,R-NF SERIES REMOTE CONTROL VALVE, C,HRISTY'S ID C-ONTROL VALVE TAG, LOC,KABLE BOX BRAND LID "RC-V" AND VALVE 11 @] C-AL5EN5E ET2000E-24-R·RRE·55E·R 24 STATION AUTOMATED CONTROLLER Y1/ HVNTER MINl·C,LIK-C--56-MC MOJNTED IN STAINLESS STEEL l'LIP·TOP' RAINSENSOR l'EDE,TAL CAEINET 'IV RAIN 9ENSOR Et.:;LOoU!<E • REC,YC,LED M TER MRNIN<S 12'Xl8' ALUMIN.M ElLADE SIDE 'DO NOT DRINK' SIGN 1-'0./NT TO METAL POST @ IRRl5ATION SLEEVE MARKER INSTALL q" ROUND VALVE BOX AND BRAND LID ~ITH "IRR·SLV" 2' RECYCLED l'IATER IRRl6ATION GR055 WN:(;TION ~ MTER A<SE!.:;IES STANDARDS Df'!Sffi-04 TE51 STATION PER Gi'K> 51/.WAAD5 [!] MTTS 171S SERIES ~ITH 504 STAINLESS FER MTER A<SENvlES STANDARDS Df'IS.YiR-05 c;q2 W1----1------=-_j..:.::::..:...:.c:.=...--=---=---=-.:c..:..::--=----1---------______.j Z D/q2 STEEL ¾REEN STAINER =t B MTTS 11600 SERIES RECYvLED MTER INSTALL IN J!MBQ VALVE eox CHEvK VALVE FER MTER A<SE!.:;IES STANDARDS Df'!Sffi-05 SPRINKLER HEADS DTL. SYMBOLS MANUFAv TIJRER / MODEL # RAD SFRAY HEAPS DESCRIPTION 15FM -AT :lO PSI qo 10021 5bO ~o IW 210 5bO F/qo 1.0 F/ql .. e <!JO RAINBIRD IWO-SAM-15 SERIES Y1/ F, H, T, GI, -PCS NOZZLES AS NOTED 1:3.5' _q2 1.85 5,1 FOF-UF SFRA Y F/ql " 'V w V RAINBIRD IBOO-SAM-12 SERIES Y1/ F, H, T, GI, ·FCS NOZZLES AS NOTED 10' .65 1.5 2,6 FOP•UF 5FRA Y F/ql .. El i!J □ RAINBIRD IBOO-SAM-10 SERIES Y'I/ F, 8' _sq _7q I~ FOF·UF 5FRA Y H, 1, GI, -FC,S NOZZLES AS NOTED F/91 V \jl V V RAINBIRD 1e,oo-SAM-e, SERIES Y'I/ F, H, T, GI, -PC-S NOZZLES A5 NOTED 6' .26 .52 1.05 FOP-UF 5FRA VALVE KEY( WELO DATA ~--BODY HEIGHT, , PROGRAMS , BODY HEIGHT OR TYPE VALVE STATION NO. I• TURF 12• 12" FOF-UP HEIGHT 5/91 H/ql 4 PROGRAM, 2 • 5HRLB B• BUBBLER VALVE SIZE 5• SLOPE GFM 4• DRIP Af"2'11---'1'£LO' VALVE STA. 5• 610-SMLE HYDROZONE AREA FIFING 4 SLEEVING SYM. DESCRIPTION REC-YC,LED MTER FURFLE 'ALERT-LINE' 2-1/2" SIZE UNLESS NOTED - • -MAINLINE FIFE SIZING -CLASS 515 (2" OR LARGER); ¾H 40 (1-1/2" OR LESS) MAINLINE ALIGNMENT 15 DIA<SRAMATIC, RECYC-LED MTER PURPLE 'ALERT-LINE' ---FVC-C,LASS 200 NON-FRE551.1RE LATERAL LINE FIFING • SIZE AS NOTlaD REC-YC,LED MTER PURPLE 'ALERT-LINE' FOR FIFING, CONDUIT FOR C,QNTROL l'ilRE5 FVC ¾H 40 AND e,o 5LEEVIN6> FOR MAIN, LATERAL LINE FIFIN15, C,ONTROL l'ilRES. SLEEVE SIZE 2X FIFE DIAMETER OF l'iORKIN15 LINE &1-lEET 82 [sRITfl CITY OF' CARLSBAD ISHEETSI l----l----+---------------------1----1-------ll-----l ~ ENGINEERING DEPARTMENT 96 ~='....'::::::========::::'....'::::== LANDSCAPE PLANS FOR: DRAWN BY: PA SCALE: AS INDICATED l----+----4----------------------11------1-----I--- EL CAMINO REAL WIDENING !RR/GA TION PLAN PROJECT MGR.: J. TAYLOR JOB NO,: 1373.02.2 • 00 "' 0 .... CD a, \ s 2 Ci) 2 C :s: ~ ll c::, :c § 2 Ci) 2 C :s: [lJ m :c c::, :c ~ 2 Ci) 2 C :s: [lJ m ll I i :c I I ill z -=r: 0 t-i i! ------ , I > , yjl----- L~ \ I I i ! ------J{ -;"t1-+1 --,-, if ----i i ' , , ' I , , , ' ' , l ' ' J i r 1 I I ' , , ' ! ! ..... -~. ! -I::,, I - - -- --- FOR IMPROVEMENT& REFER TO EL CAMINO REAL WIDENING IMPROVEMENT& CITY DRAWING 477-6L --- - - ----I - --- -- -- - -- 2' 4 5LA --- -£PR IMPROVEME:&::: ~ ✓ EL CAi".IINO REAL WIDENING IMPROVEMEl'tT& ---- CITY DRAWING 471-6L ----- - ----- ------------- ----------- --------------- --.;,·--- - C/9.!; I•' 26 5LA 2 -- -- "AS BUILT" ---. -j ' """ l .. cdF== .-:: -----......:-1 - ---- ~IZ)' i THE -~ llGHTfOOT = -PlANNING =--===== GROUP PLANNING 5900 PASTEUR COURT SUITE 11 □ CARLSBAD.CA 92008 {760) 692-1924 www.lightfootpg.com SITE DESIGN LANDSCAPE ARCHI rEC ruRE DESIGNED BY: ~PA~--DATE: 9/5/2013 -- --------------- --------------------- ~--- ·-------- IRRIGATION EQUIPMENT LEGEND VALVES, CONTROLS, , MISC. EQUIFMENT DETAI SYM. MANUFACTURER / MODEL # DESCRIPTION I~ 1-1/2" RECYCLED i"!ATER METER REFER TO CIVIL PLANS P.O.C. IRRIGATION POINT OF CONNECTION SYSTEM CONNECTION DO~ ;,TREAM OF METER Afqo (0 VEATHER-MATIC 8200CR SERIES l!OmlL Y GL05El) • INSTALL IN 5T.I-WAAV MASTER VALVE -2" REGTAll,IJLAR Y/.1.VE BOX· BRAND LID MY' ~ CALSENSE FM -IB BRAoS Fl.Ori 5EN50R • FER 1-fR. ,FEGIFIGATIOhS INSTALL IN q• RO.!ID Y/.1.VE BOX· BRAND LID 'FS' ...... l'ilLKINS 850 SERIES FIJLL POO BRA,5 BALL Y/.1. VE INSTALL IN q• RO.!ID Y/.1.VE BOX· BRAND 'IAA 511/T 0 NELSON "1645 YV ACME THREAP I' ClJIGK Wl,f'LER Y/.1.VE • INSTALL IN q• l'OJND Y/.1.VE BOX· BRAND LID 'CXN' D/qQ 18) l'ilLKINS 850 SERIES BALL VALVE -LINE SIZE IN5T/.I.L IN q• ROI/ND YN.YE BOX· eAAND LID 'BY' ~ VEATHER-MATIC 8200CR-NP SERIES REMOTE CONTIROL VALVE, CHRISTY~ ID CONTIROL VAL VE TAG, LOCKABLE BOX BRAND LID "RCV" AN!, VALVE i [g CALSENSE ET2000E-24-R-RRE-SSE-R 24 STATION AUTOMATED CONTROLLER YV I-I.INTER MINI-CLIK·C-S<S-MC MOIJNTED IN STAINLESS STEEL fLIP-TOP' RAINSEN50R PEDESTN. CABINET l'\I RAIN 5EN50R ENGL~ H/qo • RECYCLED i"!ATER l'iARNIN<S I2'Xl8' ALUMIWM BLADE SIDE 'DO NOT DRINK' SIGN MOUNT TO METN. POST ® IRRloATION SLEEVE MARKER INSTALL q" ROUND VALVE; BOX AND BRAND LID l'ilTH "IRR-SLV" ~ 2' RECYGl.fD Yl-\lER IAAloATION GROSS GO!t£GTION MTER MENGIE5 STANDARDS DYl,l'IR-04 lEST STATION PER GMW 5T.>WAAVS [SJ MTTS 1115 SERIES ~ITH 504 STAINLESS PER MTER A5ENCIE5 5TAN!IARD5 DYl,J'IR-05 STEEL SCREEN STAINER §] MTTS "600 5ERIE5 RECYCLED MTER INSTN.L IN J!MBO YN.YE BOX GHECK YN.YE PER MTER MENGIES STANDARDS DYl,J'IR-05 SFRINKLER HEADS SPRAY HEAPS DTL. SYMBOLS MANUFACTURER/ MODEL# RAD GPM -AT 50 PSI DESCRIPTION q 100210560 q 100 210 560 F/qo F/ql lil e 0 F/ql ,,, 'I' ,;;, F/ql ., El 0 F/ql V \jl V VALVE KEY, WELO DATA LANDSCAPE; HYDROZONE TYPE • 0 'v D V Rl'iS-B·C-I404 RAINBIRD I000-SAM-I5 SERIES rt/ F, 15.5' _q2 H, T, a, -PCS NOZZLES A5 NOTED RAINBIRD I800-SAM-I2 SERIES W F, H, T, a, ·PCS NOZZLES AS NOTED 10' h5 RAINBIRD I800-SAM·IO SERIES rt/ F, H, T, a, ·PCS NOZZLES AS NOTED 8' _5q RAINBIRD l800·5AM·8 SERIES YV F, H, T, a, -PCS NOZZLES AS NOTED b' .:lb ~--BODY HEIGHT! I PR06RAMS VALVE STATION NO. I• TURF I PROGRAM; 2• SHRUB Pff."-7---VALVE SIZE 3• SLOPE ~fa-:+--GPM 4• DRIP 1.0 ROOT MTERI EffllLERSYSTEM 1.85 5.1 POP-UP SPRAY 1.5 2.b POP-UP SPRAY .1q l.5e POP-UP SPRAY .52 I.o; POP-UP SPRA , BODY HEIGHT OR TYPE; 12• 12' POP-UP HE:l<SHT B• BUBBLER ]J"'2'1!----'l'iELO' VALVE STA. 5• 8I0-Sl'iALE HYDROZONE AREA FIFING , 5LEEVINC; SYM. DESCRIPTION RECYCLED MTER PURPLE 'ALERT-LINE' 2-1/2" SIZE UNLESS NOTED MAINLINE PIPE: SIZING -CLASS 315 (2" OR LARGER!, SCH 40 (1-1/2" OR LE:SS) MAINLINE ALIGNMENT 15 DIAGRAMATIC RECYCLED i"!ATER PURPLE 'ALERT-LINE' PVC CLASS 200 NON-PRE5,:,JRE LATERAL LINE PIPINo • SIZE AS NOTED RECYCLED MTER PURPLE 'ALERT-LINE' FOR PIPINo, CONDUIT FOR CQNTIROL l'ilRES PVC SCH 40 AND 80 SLE:EVINo FOR MAIN, LATERAL LINE PIPING, CONTROL l'ilRES. SLEEVE SIZE 2X PIPE: DIAMETER OF l'iORKIN<S LINE 5HEET 83 fsRITT13 CITY OF' CAf?LSBAD f---+---+-------------------+---l---1----1 l_Jl_:l_j ENGINEERING DEPARTMENT f-------1--+-------------------+---+---+------I SHEETS 96 LANDSCAPE PLANS FOR: DRAWN BY: PA SCALE: AS lflDICATED f----+---+----------------------1----+----l----1 [L CAMINO REAL WIDENING /RR/GA T/ON PLAN Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE ________ _ REVIEVED BY• INSPECTOR ---------------··· ··········· ······-······· PROJECT MGR.· J. TAYLOR JOB NO.: 1373.02.2 DATE OArfr-1..7•/ DATE INITIAL DATE R.L.A.: 2961 ENGJN EER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL Cl"fY APPROVAL APPROVED BY: {u.11-1-,, JASON S. GELOERT ____ St;~~,l(.JIM.JiWAJ~-----'6• 16•lol~ RCE63912EXP.09 30 16 DATE ENGINEERING MA AGER DWN BY: ...cP.'2A __ PROJECT NO. DRAWJNG NO. CHKO BY: JT Jy(, RVWD BY: ~vi'--C1'13-03 477-6 I I I: I ~ I~~ □o ~6 ~ en ~ . p ~z ~~ ~:c ~~ m-I ij i z rn I ~ I I I 00 w 0 -ti (0 a, ~ 2 G) 2 C: ~ llJ m :.ti CJ I -2 G) 2 C: ~ llJ m :.ti CJ ll ~ 2 G) 2 C: ~ llJ m :.ti t-<.(~- ill z_, -~~ -~-~-···· -- . : ... . f>· • " r.• · . . . • I>. : FOR IMPROVEMENT& REFER TO EL CAMINO REAL WIDENING IMPROVEMENT& CITY DRAWING 477-bL C202 I<' 22 5LA 1232 fl'l C2I2 I' 8 5LA 32 , • t> . • . . . FOR IMPROVEMENT& REFER TO EL CAMINO REAL WIDENING IMPROVEMENT& CITY DRAWING 477-bL Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG / 1/ • ' ' \I .. -.. '\ \ IRRIGATION EQUIFMENT LEGEND VALVES, CONTROLS, ~MISC.EQUIPMENT DETAI 5YM. MANUFAC TVRER / MODEL " DESCRIPTION If-@ 1-1/2" REGYGLED MTER METER REFER TO CIVIL PLANS P.O.C. IRRl6ATION POINT OF GONNEGTION SYSTEM GONNEGTION Dc>ffi STREAM OF METER Nqo Cl) ~ATHER-MATIG 8200GR SERIES H01<i,,ILI.Y GLO:fD • I115TAW. IN 5TAAVAAD MASTER VALVE -2" mTAHGIJLAA V>-J.VE EiOX • lilWD LID Ml'' B/qo ~ GALSENSE FM -IB llAA:6 FLOY\ :OOOI'-• Pl:R H'R af'EGIFIGATIOll5 I115TAW. IN q• J1AND V>-J.VE EiOX • 1i1WD LID 'F,' ~ f'ilLKIN5 850 SERIES F\ILL FOO llAA:6 BAU. V>-J.VE c;;qo I115TAW. IN q• J1AND V/>I.VE BGX • lilWD 'IRR 51-1/T I' GIIIGK WJPlER V/>I.VE • I115TAl,L IN q• ROIID / / ./ r~4'='hr-1'' ···rt-r---h;,;__ ·/--Ji\ I , :'_J_l,ci. :L..L-A----....,L.-....,L--r-r'-.... ::...._.£.---,,'-. -=.· ·c .... -~ ....... ...,£.~s;,6:f':z= ~ d[) \If: 5/qo 0 NELSON •1!>45 f"I,/ AGME THREAD V/>I.VE EiOX • ElJ<loW LID YX,V' -•""• .-.. ..,_.,., ,"";,.· -.. -~=,.(-,-,-.,,Lffl..l,;,-~I . ,-.,-•-• --. ~ill--. ·: /. -t· .. ·c,· ~ . . . . \ . \' C232 &.- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I<' 20 5LA 1081 "AS BUILT" TITLE ________ ~ REV JEVED BY, JNSPECT□R \' ' DATE DATE '\ ---~-~---l~. \ D \ <t 0 Ql THE ~ ,= """'"--'~"'·"'b-~' ·. -~·/4--:t": .... " .. . ... . ...... :¼~' ----- I I \ \ \ \ 444 \ r uGttJF001 ,,oo PASTEUR couRT su1TE 110 \ -·- 6(Z;)' I =3 0 _J w co ill w u) w z _J o;qo 0 f'ilLKINS 850 SERIES BALL VAL VE -LINE SIZE I115T>-J.L IN q• ROJND V/>I.VE BQX -BRAND LID !lV' E/qo ~ ~ATHER-MATIG 8200GR-NP SERIES REMOTE GONTROL VALVJ;, GHRISTY'S ID GONTROL VAL VE TA6, LOGKABLE BOX BRAND LID "RGV" AND VALVE• [9 GALSENSE ET2000E-24-R-RRE-55E-R 24 STATION AUTOMATED WNTROLLER 11qo f"I,/ fl.INTER MINI-GLIK-G-55·MG t'OIJNTED IN STAINLESS STEEL fLIP-TOP' RAIN5EN50R PEDE5T AL CABINET f'\I RAIN SENSOR ENGLCr.lJRE • REGYGLED MTER MRNIN5 I2'Xl8' AIJJMIMJM BLADE SIDE H/qo '00 NOT DRINK' Sl6N i'Ol.tlT TO MET AL POST ® IRR6ATION SLEEVE MARKER INSTALL q" ROUND VALVE BOX AND BRAND LID f'ilTH "IRR-Sl. V" [§] 2' i<EGYGLED 11',TEJ( IRRloATION GROSS GONNEGTION YiATER MENGIES STANDARDS Df'ioffi-04 c;;q2 TE<;T STATION Pl:R GMYt> STAAVAADS 5J YiATT5 1115 SERIES l'1ITH 904 STAINLESS PER YiATER MENGIES STANDARD;, Df'ioffi-05 01q2 STEEL ¾REEN STAINER ~ YiATTS llWO SERIES REGYGLED YiATER INSTALL IN JJMBO VALVE eox 01q2 GHEGK VALVE PER MTER MENGIES STANDARDS Df'iol\R·03 SFRINKLER HEADS DTL. MANUFACTURER/ MODEL# RAD SPRAY HEADS 1 DESCRIPTION 6PM -AT BO qo 18021 qo 180 210 3/;0 F/qo 1.0 ROOT YiATERIN6 cMl6L.ER SYSTEM F/qJ -i e Q) 0 RAINBIRD I800-SAM-I5 SERIES f"I,/ F, H, T, GI, -PGS NOZZLES AS NOTED 13.5' ,q2 1.85 . 3.1 POP-UP SPRAY F/q[ " 'V i7 V RAINBIRD I800-5AM·l2 SERIES f"I,/ F, H, T, GI, -PGS NOZZLES AS NOTED 10' .l,5 1.3 2.6 POP·UP SPRAY F/qJ Iii El i!J □ RAINBIRD I800-SAM-IO SERIES f"I,/ F, H, T, GI, -PGS NOZZLES AS NOTED 8' _3q _;q 1.58 POP·UP SPRAY F/q[ V \jl V V RAINBIRD I800-SAM-8 SERIES Y'(I F, H, T, GI, -PCS NOZZLES AS NOTED 6' .26 .52 I.OS POP-UP SPRA VALVE K.EY4 WELO DATA ~--BODY HEl6HT' ; PR06RAMS VALVE STATION No. I• TURF ; BODY HEl6HT OR TYPE 12• 12" POP-UP HEl6HT B• BUBBLER F'ii2i:::4""'L-· PR06RAM; 2• SHRUB I< VALVESIZE o•SLOPE 20 6PM 4• DRIP 2 '~O' VALVE STA 5• BIO-Sf'iALE 2450 HYDROZONE AREA FIFING 4 SLEEVING 5YM. DESCRIPTION RECYCLED Y'!ATER PURPLE 'ALERT-LINE' 2-1/2" SIZE UNl.ESS NOTJ;:D - • -MAINl.lNE PIPE SIZIN5 -GLASS 015 (2" OR LAR6Ei<); SCH 40 (1-1/2" OR LESS) MAINl.lNE ALl5NMENT IS DIA6RAMATIG REGYGLED MTER PURPl.E 'ALERT-LINE' , ___ , PVC GLA55 200 NON-PRESSURE LATERAL. l.lNE PIPIN6 -SIZE AS NOTED REGYCLED Y'!ATER PURPLE 'ALERT-LINE' FOR PIPIN6, CONDUIT FOR CONTROL f'ilRES PVG SCH 40 AND 80 SLEEVIN6 FOR MAIN, LATERAL LINE PIPIN5, <;ONTROL f'ilRES. SLEEVE SIZE 2X PIPE DIAMETER OF f'iORKIN6 LINE &1-lEET e4~~ PlANNING CARLSBAD, CA 92008 GROUP (760) 692·1924 www.lightfaotpg.com fsHITf14 CITY OF' CARLSBAD l---+---l--------------------.je---1-----1-----l ~ ENGINEERING DEPARTMENT f---+-----1---------------------11---+---+----l SHEETS 96 PLANNING SITE DESIGN LANDSCAPE ARCHITECTURE DESIGNED BY: PA DATE: 9/5/2013 DRAWN BY: PA SCALE: AS INDICATFD l---+---l--------------------.j----1-----1------j PROJECT MGR.: J. TAYLOR JOB NO.: 1373.02.2 OATll. , 1.,1, DATE INITIAL DATE INITIAL DATE INITIAL R.L.A.: 2961 EMGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CIT( APPROVAL LANDSCAPE PLANS FOR: EL CAMINO REAL WIDENING /RR/GA TION PLAN APPROVED BY: JASON S. GELDERT ~--~.Li~~~~-~6 ·/6•!.o/5 ENGINEERING MA,' OWN BY: ~P~A __ CHKD BY: JT JIA,/ RI/WO BY: ..l l-J:: PROJECT NO. C.1'.13-03 DRAWING NO. 477-6 ---------········· - • § 2 Ci) 2 C: s: CJ m ll Cl JJ § 2 Ci) 2 C: s: CJ m :0 Cl JJ § 2 Ci) 2 C: s: CJ m ll I I' 'I I . ----------------··---------------------------------~-------------- I - t ------------- •· 494 I FOR IMPROVEMENT& REFER TO _ _, EL CAMINO REAL WIDENING IMPROVEMENT& CITY DRAWING 477-6L ,, ----RvV --/ / C TO BE DETERMINED <TYP.! MEDIAN PAYING PER CIVIL PLAN& PERMEABLE FAYER& COLOR 4 FINISH ---- ----~---:-,--~-;...:::-~::::::--,----.,.. -_:::;:-- ------------------- MEDIAN PLANTER <TYF.! CAMINO REAL ---------- ------=·-·=c..._= -----------------------------------------------------------------------------• ----------7---,-_::::_/ ---- " . , . ......_ ------------- I . PLANT MATERIAL LEGEND TREES 5,M BOT AN I CAL NAME / VARIETY COMMCN NA'1E 0 LOf'H05Ti:MCN CONFERTU5 6Rl56ANE BOX SHRUBS ( AREAS TO RECl:IYE O""'ANIC MULCH) SYM 6OTANICAL NAMI: / YARll:TY COHMCN NAMI: SIZE / 5f'ACIN<l REMARKS 24' 6OX A5 SHOUN MATCHED ~'-![' X 4'-E:,' X \-tn• 5121: / 5f'ACIN<l RHAf'HIOLl:f'l5 INDICA 'ENCHANTRESS' DWAf'l' INDIAN HAWTHORN !:> GAL./ 3' O.C. 5YM I'~~ ~ I+~~ ~ BIOS~ALE 4 INFILTRATION BASIN PALETTE BOTANICAL NA'1E / VARll:TY LEYMU5 TRITICHOIDl:5 NA51:LLA Li:f'IDA ACHILLEA MILLIFOLIUM 'f'Affill<A' ARTEM151A DOUGLA51ANA DIANl:LLA CAERULl:A '6ECCA' CAREX f'RAl:GRACILl5 MUHLEN6E""'IA RIGEN5 COMMON NA'1E SIZE / Sf' ACING WILD RYE I GAL. / 12' O.C. FOOTHILL NEEDLI: GRA55 I GAL. / 16' o.c. ORANGE YARROW I GAL. / 16' o.c. MUGWORT I GAL. / 12' O.C. f'AROO LILY I GAL. I 3' O.C. CLUSTER SEDGE I GAL. / 16' o.c. Dl:ER GRA55 I GAL. / 16' O.C. SHEET 8B FOR IMPROVEMENT& REFER TO EL CAMINO REAL WIDENING IMPROVEMENT& :~~~~;;---=~-:=r~:;212_ :----~~----·-=-~< ~==-~-~~~--==--··-::_~_ .. -_c'.~~~;::~:1~-?~----·---··6rJ"---=---=c~· -== . --==·--· -~£~ w z __j -<[ r EL CAMI ✓ REAL Uncle, 111 Oul1d Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG / APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. -----<.)J-------i!!ls ''' ?Y ~ I THE 485 I 4~' I f;,~' I ~~l&iTJ~DJ i~~~s::i,r~~\io~~RT su1Te110 fsHillls CITY OF CJ.\RLSBAD SHEETS ---=-~===-=--=--= GROUP \760\692-1924 www.lightlootpg.com 1----+------1----------------------<---+---+--1 ~ ENGINEERING DEPARTMENT ________ _:::::::'::::::::: ____ ==;=:==__'.P~LAN:N:'.ING'.___.'.'.'''"..'□'.'.ES'.".IG'.'..N~LA~N~□S:_:CA~P:_:EA':RC;JllHIT~EC:'.'TLI:"'RE:__t=====t====j=======================================~c====t=====t===j r LANDSCAPE PLANS FOR: "AS BUil T" TITLE ________ _ DATE REVIEI-IED BY• INSPECTOR DATE DESIGNED BY: PA DATE: 9/5/2013 DRAWN BY: ~P~A ___ SCALE: AS IMDICATED PROJECT MGR.: J. TAYLOR JOB NO.: 1373.02.2 l----+------1----------------------{---+---+--I EL CAMINO REAL WIDENING PLANTING PLAN 96 'f!. 8 'O D El i'lo ~c ~@ ~ 'O • ~ : ~z e~ ffi~ ~-~;;: ru Z z ~ s 2 (j) 2 C s: m :c CJ :c i 2 (j) 2 C s: Ill m :c CJ D i 2 (j) 2 C s: Ill m D w z _J ; W' > C) co <( w w <D w z _J I u I- <( r C@II: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. \ IZ) 21Z)' 41Z)' I I I =----THE = ~ PIANNING CARLSBAO, CA 92008 PLANT MATERIAL LEGEND TREES &TM ec>T AN I CAL NAME / V ARIETT COMMON NAME 0 LOFHO&TEMON CONFERTU& 6Rl66ANE eox SHRUBS /AREAS TO RECEIVE O~ANIC MULCH) 5YM 60T AN I CAL NAME / YARIETT COMMON NAME 61ZE I &FACING 24' 60X Ae eHO\LN MATCHED ~'-!!' X 4'-&' X 1-1/2' SIZE / $FACING RHAFHIOLEFI& INDICA 'ENCHANTRESS' DWA""' INDIAN HAWTHOl'N & GAi.. / ;l' O.C. BIOS)l"IIALE 4 INFILTRATION BASIN PALETTE &TM I'~~ ~ ec>TANICAL NAME/ YARIETT LEYMU& TRITICHOIDE5 NA5ELLA LEFIDA ACHILLEA MILLIFOLIUM 'FAFRIKA' ARTEMI5IA DOUGLA5IANA DIANELLA CAERULEA '6ECCA' Efil CAREX FRAEGRACILl5 MUHLEN6E~IA RIGEN5 COMMON NAME WILD RTE FOOTHILL NEEDLE c;RA&& ORANGE YARROW M=RT FAROO LILY CLUSTER &EDc;E DEER c;RA&& 6f-lEET Bb SIZE / &FACING I GAL. / 12' or:,, I GAL. / 16' or:,, I c;AL. / 16' O.C. I GAL. / 12' O.C. I c,AL. / >' O.C. I c;AL. / 16' o.c. I c;AL. I 16' o.c. SHEETS 96 ~~UGHlfOOJ 5900 PASTEUR COURT SUITE11 □ ~ CI'I'Y OF1' CARLSBAD =-=-=== GROUP {7601692-1924 www.lighlfootpg.com 1-----+---+------------------+---+---f----j ENGINEERING DEPARTMENT -------~:::'::::::::::::=_ ___ -====-_..'.'.'PLA~NN:'.IN~G _:slT'...'E D".'.:ESl~GN'.._~lA"_'.N□:::SCA'.'.'PE~AR~CH~ITE~CT~UR~E _["=-=-=-=7~-=-=-=7~-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=7~-=-=-=7~-=-=-=-=t-=-=-=~ LANDSCAPE PLANS FOR: "AS BUILT" TITLE _______ _ REV !E\-/ED BY• INSPECTOR DATE DATE DESIGNED BY: ~PA~_ DATE: 9/5/2013 DRAWN BY: PA SCALE: AS INDICATFO PROJECT MGR.· J. TAYLOR JOB NO.: 1373.02.2 WORK: t-----+--+-------------------+---+---+----1 EL CAMINO REAL WIDENING PLANTING PLAN nAP~P~R~O~V=ED~B~Y_': ~il~,~J~1i~~=-_:_JA:S:ON~ S. GELDERT _ 6·/{,·LtJJS f-----+---+------------------+---+---1----j ~E=:NG=:IN:::::E::::E::::Rl=:NG~M:::::f :::::A:=G:;='ER;::=::::R::':C=:E 6::::3:::91:::'2::::E:::X:::::P.::::09::::::30:::::;16~DA=:T=:'E==:::: ·'--ilf/ci'/:cv'cc,'-+------'□="AT-=E~= ,_,-:;;;"l--:c1,--· f owN a,, PA I ,~ DATE INITIAL DATE INITIAL DATE INITIAL JT j\,,-f-- R.L.A.: 2961 ENGINEER OF WORK REVISION DESCRIPTION --~--+--~---; CR>VWIKDD BBYY, _l• n Cl". l 3-03 OTHER APPROVAL CITY APPROVAL ~~~'----'='=="""'=====-l ~------~ PROJECT NO. DRAWING NO. 477-6 _________________ ,,,,., ..... ,., . .,,., .. ., ....... ., _________________________ .,.,_, .. ,--,--, .. --------------~- en l> ~ " ~§ : :n C . ~~ ~ " . l> ~z ~~ ffi~ ' OJ JTI l 8J ~ ruz z m ~ Cl :0 § 2 Ci) 2 C: ~ CJ m ll Cl :.0 § 2 Ci) 2 C: s: CJ m ll 1· .. , ' I UJ z ~•· _j ----/?/!(-------~RVI ---- r7·.. EL CAMINO REAL '3 i ------·,,,_,,~------- Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. --------········ ....... . ---- THE 464 I ----Rf/ ---- 2!Zl' I ---- '· ~ Cl-~ f) ,! ' ml◊Jjf!KJ .,·;;,, ~ RW J, ,mm=--:-,- ' ~· - C() "mm ··-C() UJ --~ ~ ill u) Ch ill z _j =r: G) u t- -<( r RJ PLANT MATERIAL LEGEND TREES SYM OOTANICAL N.tME / VARIETY COMM~NAME 0 LOF'HOSTEM~ CONFERTUS BRISBANE BOX 5HRU85 (AREAS TO RECEIVE Ol'l:iANIC MULCH! 5YM BOTANICAL NAME/ VARIETY COMMON NAME SIZE/ SF'ACINc. REMAFKS 24' BOX AS SHOJN MATCHED 9'-11' X 4'-&' X 1-1/2' SIZE / SF'ACINc. RHAF'HIOLEF'IS INDICA 'ENCHANTRESS' DWAFir INDIAN HAWTHORN !> GAL. I :,• O.C. 81051-',ALE c$ INFILTRATION BASIN PALETTE SYM i.;.-;;:~ OOTANICAL NAME/ VARIETY LEYMUS TRITICHOIDES NASELLA LEF'IDA ACHILLEA MILLIFOLIUM 'F' AF'RIKA' ARTEMISIA DOX.LASIANA DIANELLA CAERULEA 'BECCA' COMM~ N.tME WILD RYE FOOTHILL NEEDLE GRASS ORANGE YARROW MUGUIORT F'AROO LILY CAREX F'RAEGRACILIS CLUSTER SEDGE ~ f--------......J------- DEER GRASS SHEET Bl SIZE / oF'ACINc. I GAL. / 12' O.C. I GAL. / 18' O.C. I GAL. / 18' O.C. . I GAL. / 12' O.C. I GAL. / :l' O.C. I GAL. / 18' O.C. I GAL. / 18' O.C. -~llGHlfOOJ ss□o PASTEUR COURT su11E11□ ~ CI'I'Y OF' CARLSBAD. =~-PIANNING CARLSBAD, CA 92008 r _______ .=::::::::~::::::::__ __ __::--=====-~==-~==--_'.:GR~O~UP~__:'.17~6□:::I 6:'.'.92·~''_"~w'.::ww~.l'.._'.igh:'.:tfo"."otp~g·~"m'.'.._J"===-===-=~t-===-==3~==-===-===-===-===-===-===-===-===-===-===-===-===-===-===-===-===-==;t==-==='j~=-===-===t~=-==='j~ ENGINEERING DEPARTMENT PLANNING SlfE DESIGN LANDSCAPE ARCHITECTURE 1 LANDSCAPE PLANS FOR: SHEETS 96 "AS BUILT" DESIGNED BY: PA DATE: 9/5/2013 DRAWN BY: PA SCALE: AS INDICATED f------1--+-------------------l---J.--...+-----1 PROJECT MGR.· J. TAYLOR JOB NO.: 1373.02.2 TITLE _______ _ DATE WORK: REVIE\./ED BY, DATE INITIAL DATE INITIAL DATE INITIAL INSPECTOR DATE R.L.A.: 2961 ENGINEER OF WORK REVISION DESCRIPTION Ofl-lER APPROVAL CHY APPROVAL EL CAMINO REAL WIDENING PLANTING PLAN DWN BY: ~P~A __ CHKO BY: JT ~y\, RV'/1D BY: ,:i,& PROJECT NO. C."P.13-03 DRAWING NO. 477-6 • • § 2 Gl 2 C: s: tO m JJ Cl !J i -2 Gl 2 C: s: tO m JJ Cl I 2 Gl 2 C: s: tO m JJ I f w z _J -=r l) t- <{ w > 0 co <( r y '-+~~~~,·· '"""~-I.> 1.• ' . . w' w ti) ----.J-_______ l -------~--r---- w z. _J ---_ =r l) t- <{ r1 ----- -- ---- MEDIAN PLANTER (Typ) --- ---f?/11--_ I i I I _,_1 -------- -- '=•NM I "'I-=, ••••••: ,l,,_ "• A'""'~, ~,,-._,, '~ ••••-.. ---:--.-◄-/• ... ,:, :··~--. --- -- ----- Call: TOLL FREE 1-800 227-2600 ---------FOR IMPROVEMENT& REFER TO __ ___::::~1--..::-::__-==:_ EL CAMINO REAL R.O.UJ. IMPROVEMENT& CITY DRAWING 4776L "AS BUILT" TITLE ________ _ REV JEl;IED BY, 1WO WORKING DAYS BEFORE YOU DIG APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR - DATE DATE ,--.,.u~-- \ I I -----I I .:::t-I --L _,_ REAL MEDIAN PAVING PER C~-__, PERMEAE3LE PAVER& COLOR 4 FINl&f-1 ----fidff/-8®,--- TO E3E DETERMINED (TYP.! ~ 4~• I I 5900 PASTEUR COURT SUITE 110 --- 3 0 _J w co w w ti) w z ----_J =r ----l) <P ~ w w ti) w z _J =r l) t- <{ r t- <{ r PLANT MATERIAL LEG>END TREES &YM BOTANICAL NAME/ VARIETY COMMON NAME 0 LOf'HO& TEMON CONfERTU& BRl&BANE BOX SHRUBS (AREA& TO RECEIVE O!'l;ANIC MULCH) BOTANICAL N/111E / VARIETY COMMON NAME &IZE I &f'AClr-k; 24' BOX A& &HO\LN MATCHED 9'-11' X 41-&' x I-In' &IZE / of'ACING RHAf'HIOLEf'I& INDICA 'ENCHANTRE&&' DUIAl<f INDIAN HAU/THORN o C.AL. I 3' o.c. BIOSY'IALE ¢ INFILTRATION BASIN PALETTE &,M BOT AN I CAL NAME / VARIETY COMMON NAME &IZE / &f'ACING LEYMU& TRITICHOIDE& UIILD RYE I C.AL. I 12' o.c. NA&ELLA LEf'IDA FOOTHILL NEEDLE C.RA&& I C.AL. I lB' QI:-. E:£J ACHILLEA MILLIFOLIUM ' ' 'f'Af'RIKA' ORANGE YARROW I C.Al.. / IB' O.C. ARTEMl&IA DOUC.LA&IANA MlJC,Ul'.JRT I GAL. I 12' o.c. DIANELLA CAERULEA 'BECCA' f'AROO LILY I C.AL. / 3' O.C. ~ CAREX f'RAEC.RACILI& CLU&TER &EOC.E I C.AL. I IB' o.c. • MUHLENBERC!IA RIC.EN& DEER C.RA&& I C.AL. I IB' QI:-. &f-lEET 88 THE -~ llGHTfOOT = -PIANNING =--===== GROUP CARLSBAD, CA 92008 (760) 692-1924 www.lightfaotpg.carn SITE DESIGN LANDSCAPE ARCHITECTURE ~8 CITY OF' CARLSBAD f----+-----l--------------------f----1-----1----l ~ ENGINEERING DEPARTMENT f-----f--+-------------------1---+---+-----f SHEETS 96 PLANNING DESIGNED BY: PA DATE: 9/5/2013 DRAWN BY: PA SCALE: AS INDICATED f----+---+----------------------1---+----l------l PROJECT MGR.: J. TAYLOR JOB NO.: 1373.02.2 R.L.1 .: 2961 LANDSCAPE: PLANS FOR: EL CAMINO REAL WIDENING PLANTING PLAN PROJECT NO. C.l'.13-03 DRAWING NO. 477-6 ~~ § ~c "~ ~ 2 . I 11 • I J> (jJ ii~ 2 ;Ii'~ 2 . ~ C ;I mI i "~ s: I ~ as: CD ' ruz m z :0 m m ~ 1: I I I 111 ~ I~~ CJ :0 . go ~ ! ~c I "~ I ~ • 2 ' " (jJ • ~2 l E~ 2 I ii :t C • 0 ! ""O ~ ~ 31m ,~i CJ m z :0 m ~ I I I I I m " I a CJ "~ :0 I ~c § . ~~ j " i ~ . 2 . " (jJ ~ :Ejz • z~ 2 • C i ~ 2i C: ! ~ ill s: . " i 8l ~ CJ l ~z m z :0 ~ --.. -------------·····' '' ,,,,, -------------· -----. FOR IMPROVEMENT& REFER lfO ---~ EL CAMINO REAL RO.W. IMPROVEMENT& CITY DRAWING 4116L J \ / ,,, .... , ... -----------------------------------------------------------------------------------------------------------------i / / / - • ' ' I -~~-,..,.,,.,..,_~ -,:.,., ,,,,~·_',!,_,, ··t PLANT MATERIAL LEGEND TREES &YM 60TANICAl NAME/ VARIETY COMMON NAME &IZE / &FACING REMAl'K& 0 lOFHO&TEMON CONFERTU& 6Rl&6ANE 60X MATCHED 24' 60X ~'-ll' X 4'~~• A& &Holl.N x 1-1/2' SHRUBS (AREA& TO RECEIVE ORGkllC MUlCH) SYM 60TANICAl NAME/ VARIETY COMMON NAME &IZE I 6FACIN<a RHAFHIOlEFI& INDICA 'ENCHk!TRE55' DUJAf<f INDlkl HAWTHORN o <;AL. I 3' O.C. BI05V'lALE ~ INFILTRATION BASIN PALETTE &YM 60T k!ICAl NAME / VARIETY COMMON NAME &IZE I &FACINc. lEYMU& TRITICHOIDE6 WllD RYE I <;Al. / 12' O,C. ~ ~••o• .~-~' . . • •, • -.. ,,L-~,<.----r:,/-----y':- . .-... ) . ' .' ... .. NA&EllA lEFIDA FOOTHlll NEEDlE GRA&& I <;Al. I le' O,C. W· w ill uJ z -1 1 u t-- <( r . b_.. . ~ -· '. ~ • !), • MEDIAN FL.ANTER <TYF.! • ·. 1 .- T ~-MEDIAN FAYING FER CIVIL FLAN& PERMEABLE FAVER& COLOR i FINl&i-1 -- 3 () _J w co r TO BE DETERMINED --_________ _ _____ • --·-·•·-· -- <TYF ! ___ ~ ~ ------------_-c ... ---------------W-r-- ACHllLEA MllllFOllUM 'FAFRIKA' ARTEMl&IA DOUC.lAelANA DIANELlA CAERUlEA '6ECCA' ~ CAREX FRAE<;RAClll& MUHlEN6ERGIA Rl<;EN5 ORANCiE YARROW I GAl, / le' O,C. MUC.WRT I <;Al,. I 12' O,C, FAROO lll Y I GAl. / 3' O.C, ClU&TER &EDGE I GAl, / 13' O.C. DEER <;RA&& I GAL.iW o.c. ,.., .•.. t?) -----------------------£ ---------------------~ ~---~---:-_t:==~~~~~ ---··--}--=::::::::::::.:::::-.::::-3 -RW ,.,,,, , ,If ----f-,r'}f/1 ----/ l f i" w w ill w:~= z--- _l-· 1 u t--<( r· FOR IMPROVEMENT& REFER TO ---~ EL CAMINO REAL R.O.W. IMPROVEMENT& CITY DRAWING 4176L \i/ T' .,, .. 7-z ,·o,o,o,, ,. '"'"•• r•·-•m ;\ \/"1 \ 1---c,,_··_-::-(,,,_-,,_,, ·· __ 7':J I ' 'Yr.·, ,r····--.._.,,1 Call: TOLL FREE 1-600 227-2600 TWO WORKING DAYS BEFORE YOU DIG \ \ EL CAMINO REAL \ \ MEDIAN FAYING FER CIVIL FLAN& I PERMEABLE FAVER5 COLOR 4 FINl51-1 TO BE DETERMINED <TYF.! EL CAMINO REAL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE _______ _ REV JE\,/ED BY• INSPECTOR DATE DATE \ 444 I \ 5900 PASTEUR COURT SUITE 110 201 I 443 I 401 I -- 601 I 1 u t-- <( -E- 51-iEET 8':l THE -~ LIGHTFOOT = -PIANNING =_ -===== GROUP CARLS6AD, CA 92008 (760) 692-1924 www.lightfootpg.com SITE DESIGN LANDSCAPE AACHlfECrLIHE [sRITl1 CITY OF CARLSBJ\D 1-------1-------+--------------------+---+----J----j ~ ENGINEERING DEPARTMENT . 1-------1-------f--------------------f---+----J----j ~ ~ PLANNING DESIGNED BY: ~PA~_ DATE: 9/5/2013 DRAWN BY: PA SCALE: AS INDICATED 1-------1-------f--------------------+---+-----l----j PROJECT MGR.· J. TAYLOR JOB NO,: 1373.02.2 //f.:.----OATE: •t •f ,,,_---+--+------------------+-----+---+----< DATE INITIAL DATE INITIAL DATE INITIAL R.L.A,: 2961 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANOSCAP£ PLANS FOR: EL CAMINO REAL WIDENING /RR/CAT/ON PLAN APPROVED BY: JASON S, GELDERT ---_:;==-s~""'---~-t · /t.·Z.olS ENGINEERING M. OWN BY: PA PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: (';1'13-03 477-6 § 2 Gl 2 C s:: OJ m JJ CJ JJ ~ -2 Gl 2 C s OJ m JJ CJ I 2 Gl 2 C s:: III m JJ 1. r I .: ! ; I ., ' . I ;:i-------------i:'.~<'.:ll:,j; .. f,'i'?~ ROUND VALVE BOX 'y---&_ ____ _j~[!oll_!!.=-:.cPJ,'ll -QUICK COUPLER VALVE 0 ._,___..,I 1111,-FILTERFABRIC ,L-_,__I1---------++--I-O-14 BAR 24' LONG GAL. ........,-.-.;..I FIFE & TAKE ~---+ct--=~~ BRA&& NIFFLE 6' MIN. ~4 ~~ LENG H-1 ~-----+2'1-----+-BRA&& COUPLING 0 o Oo0 oO -'I.---------'- o0 oO ~r--=G=Ul=C.K=C.=-OU:.,..P..=LE=R--'----'-'Y AL'-=--'YE~l'--,-i,' __________ _ \::::.) f I SCALE: N.T.5. I' LETERINC. 2' LETERINCi -60LP 2' LETERINCi I' LETERINC. NOTE, ENCLOSURE &HALL HAVE 2' WHITE STENCILED LETTERING COPY WITH 'CITY OF CARLSBAD MEDIAN IRRIGATION' ON STREET SIDE OF ENCLOSURE In Order to Conserve Wa e .. RECYCLED WATER IN USE NOT~NO TOME DRINK \J;ly'EL AGUA 6'-12J' 12 GA 'U' CHANNEL SIGN FO&T. GREEN POWDER COAT COLOR BY TAFCO MFG. OR EQ. . 12J32 ALUMINUM BLADE-TYPE SIGN WASH HANDS AFTER CONTACTING AVESE SUS MANOS OESPUES OE R TWO COLOR SIGN FACE 2% ~ V • V • V • FURFLE FIELD W/ BLACK COPY VINYL HEAT TRANSFER LETTERING OR EQ. SCALE: 1-1/2'=1'-0" ---CONTROLLER ASSEMBLY IN STAINLESS STEEL 'FLIP-TOP' ENCLOSURE W/ BACKBOARD AND GFCI PANEl ALIGN PARAllEl TO WAlK 4 BlDG. ---3/4' SCH 812J CONDUIT w/ SWEEP Ell FOR TELEPHONE SERVICE CABLE 3/4' SCH 8121 CONDUIT w/ SWEEP ELL FOR 12121 VAC ElECTRICAl SERVICE ---26' SQ. x 1121' DEEP CONCRETE FOOTING -__.---FINISH GRADE -2' BELOW CONCRETE • <I! 2-1/2' SCH 8121 CONDUIT w/ SWEEP Ell FOR CONTROL WIRES CONTROlLER EXTEND 6' BEYOND PEDESTAL --::::m==~⇒- FLIP-TOP C.ONTROLLER ENC.LOSURE SCA! E: l"=l'-0" 11 1'.SiT/: •.. , '------FVC MAINLINE -REFER TO .~IJl;i;IJl;. l =-~fcc~ SPECIFICATION& ,'Ne ,i.-,----1--~-----&CH 812) FVC NIFFLE I' 'I [ I . FVC FEMALE ADAPTER ® BALLYALYE Dt-----------scALE: NT5 ,,.-----3121-INCH LINEAR LENGTH OF WIRE COILED ,..,-----WATER PROOF CONNECTION /I OF 2! ,,----VAL VE ID TAG -FURFLE COLOR .,,...----VALVE BOX WITH COVER o ,..,,.-lrJ·i'.>--06,._-3• FVC SCH 812) NIFFLE /TYF OF 2 AT EACH UNION! Oc, C) U---f-0--FVC &CH 412J ELL 1>'---PVC SCH W NIFFLE /LENGTH AS REQUIRED! BRICK /I OF 4! )...-i-c__.;;----&CH Bl2J NIFFLE /2-INCH LENGTH, ~,-HIDDEN! AND SCH 4121 ELL ~';;;;;7--,._....,_;;;;~~~.:::_.,;s;:;_~-l~~~~ '---PVC MAINLINE PIPE '-----PVC SCH 4121 TEE OR ELL NOTE, ALL LIDS MUST BE FURFLE COLOR 4 STAMPED NOTIFYING THAT IT IS RECYCLED WATER. '------3.12J-INCH MINIMUM DEPTH OF 3/4' WASHED GRAVEL '-------pvc SCH 412) FEMALE ADAPTER ~-----FVC LATERAL FIFE ® REMOTE C.ONTROL Y AL YE SCALE: N.T.5. FINISH GRADE FLANTER---- &AND FILL---~ COMPACTED BACKFILL-~ LATERAL PER FLAN --RAINBIRD RW&-BCG INCLUDE& FIFE, BUBBLER, CHECK VALVE AND GRATE /FLUSH W/ GRADE! RAINBIRD 141211 FC BUBBLER CHECK VALVE 1/2' SCH 8121 NIFFLE og --·· 11 :=rn=-0 ''",1 ....... --: __ L-··-:-.LU"' 0 0 -I I l--··-111---1 CK)O----ig'ib~ 1== MARLEX STREET EL /HIDDEN! Co -I MARLEX STREET EL ~ .. ' c0_ I . cO I _ .... ' SCH. 8121 NIPPLE 00 PVC &CH 412J TEE OR EL MARLEX STREET EL FEA GRAVEL FIFE TO WITHIN 6' OF GRATE SCALE: 1-1/2"=1'-0" =....---THE IRRIGATION VALVE I.D. TAG-- WATERTIGHT CONNECTOR& -~ 24' x I' DIA WIRE COIL& -- ~-VALVE BOX, . r FINISH GRADE ---MASTER CONTROL VAL VE - PER LEGEND ~--FVC UNION /TYF.! -LINE SIZE OQ ~o i 111 .ii:·1•.·····.!·.•·•.!i.·•.ii·L.~I~·~□?i~1Js 3" cL~'°Pc~ . ; ~iz,El~~~:~AN . 1 ' {JI /0 ~~ ~~~•~g~ ' . 0 0 BRICK SUFFORT - I! n11iin,, 0 1 i, 1 ;~~~~Co ~~c?o~ -FULL PERIMETER 11 c=i 11· i I 1:::.=:1 I l':,1 i i=:=1 i i"'i i !-',. cRU&HED GRAVEL . 'L i I !'JI!'::! I!• I I 1: ''' CLEANED AND WASHED NOTE, ,., '' '· . I. COMPACT &OIL AROUND VALVE BOX TO SAME DENSITY AS UNDl&TURBEDADJACENT SOIL. 2. VALVE BOXES SHALL BE GROUPED TOGETHER WHERE FO&&IBLE. 3. VALVE BOX SHALL BE 12' MINIMUM FROM ALL PAVED AREAS @i--:-M;:_A~5TE~R,;_Y.:...;,AL-=.:YE...:::;_ ___________ 8C_A_I F-· _NT5 __ _ FL.OW 6' CLR. ~-----------VALVE BOX ----------FLOW METER ~--------WATERTIGHT CONNECTOR& 2' TYF . ~ ········;.jJ-.:·.:::···; j_J __ . ih~o;;,+'""······•""l-'--' _· ___ FILTER FABRIC l'---fR,J,,'~·····•+f;..:.fT ____ 24' x I' DIA. WIRE COILS ,nnT"mvfliimri___j-J-~iJd±~---12' DIA. FVC FIFE fmirn,&r-t-tm!Hn.rl+i""'~+JJ'----COMMON BRICK SUPPORT f.r-;;~;;;,+j.l----CRUSHED GRAVEl -SURROUND r1iU~if fcJ1E~°%~~INE - +---SCH. 812J REDUCER BUSHING • TYF. f\jj)fJ;f\0~! I ··:•·••~ 1 :II ~f I ;\i\LUi 11 '~ ~¥;v~t!:~~~T~NBELOW VALVE 4!;' 'I. '~ I!~ 11,,,2·4· ii'-BOX LID ®1-~FL=O""-'~'--'-ME~TE=R~-------------- SCALE: NT5 ------VALVE BOX FER &FECIFICATION& . Ii ,. ..J \) ~---12' DIA. PVC OR AB& RIDGED PIPE RISER EXTENSION AS NEEDED ~---BALL VALVE LINE SIZE /&EE FLAN! MOUNT WITH HANDLE SIDEWAY& AS SHOWN 1 -~i,1,'. 'f;°,P· C FINISH GRADE MULCH /TURF _)I! , : I_ I,,,,--BRICK &UFFORT -. 7 FULL PERIMETER -~---3/4' MINUS CRUSHED ROCK I CU FT. MIN. ·,,----PVC SCH. 812J UNION '---PVC MAINLINE • REFER TO SPECIFICATION& ...__ __ 5C~. 80 NIFFLE TYF EA 51DE --.....__ __ OCR 40 FVC FEMALE T~READED ADAPTER @)1-----'1=50=L=-A...:....:.T-=-=IO:....:...N'-'B=AL-==L--'Y:....:...AL-=-=-YE=-----------sc-,.,-e·-l"=-l"-O-' _ ' , ~~ LIGHTFOOT 5900 PASTEUR COURT SUITE 110 =~-PIANNING CARLSBAD, CA 92008 -=-~===== GROUP [760) 692·1924 www.lightloolpg.com f-------+--+---------------1--./.-------l-----..J [sRETTl CITY OF CARLS BJ.\D ~ ~ ENGINEERING DEPARTMENT ~ Call: TOLL FREE 1-800 227-2600 lWO WORKING DAYS BEFORE YOU DIG APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE ______ _ DATE REVIE\./ED BY, INSPECTOR DATE PLANNING SITE DESIGN LANDSCAPE ARCHITECTURE DESIGNED BY: ~PA~_ DATE: 9/5/2013 DRAWN BY: ~PA~--SCALE: AS INDICATED l----+--I------------------.J.-..--1-------1-----a PROJECT MGR.· J. TAYLOR JOB NO., 137.5.02.2 DATE 1-t1t DATE INl"flAL R.L.A.: 2961 ENGINEEH OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL LANDSCAPE PLANS FOR: EL CAMINO REAL WIDENING LANDSCAPE DETAILS APPROVED BY·~~ JASON. -S. GELDERT , • .,. '------~6·!6·l.OJ! ENGINEERING MP AGER RCE 63912 EXP. 09 30 16 DATE DWN BY: -'-'PA~_ CHKD BY: JT ,\Vf., RYWO BY: ..),\Jt,.. PROJECT NO. C.1'.13-03 DRAWING NO. 477-6 ii "/ "' 2 . ~. -► (j) ii~~ :1 z 2 I! ~a ~j ffi C ~): D ;fl ~ ~· rn. r>I.Ul~ CJ 1~2 m z JJ ii m m ~ I' I II 11 I I Ii II I!/ I! ~ Cl JJ . ~~ ~ De fii '1 Dm "/ 2 I i 1 (j) , ~z ~~ 2 , !a C • D ;\I ~ m-~ s: CJ "'z m z JJ m m ~ - N <l:l t 11-011 NOTE, FOR FIFE AND CONDUIT SLEEVE DETAIL SEE DETAIL JI L-21 MYLAR TYPE DETECTOR T AFE ENTIRE LENG TH OF MAIN COMPACTED /50IL COMPACTED SOIL FINl5H GRADE ~-CONTROL CONDUIT '---MAIN / 1 FINI5H GRADE , AS , I NECE5&ARY f -.(-,f- 6" M!N. /~BtFACTED FINI5H ,4" MIN., GRADE 1· G . . . . ,:,. . .-_..<' , .. .., ... l .. t!-::/) ___ I __ I 5AND CONTROL CONDUIT MAIN AND CONDUCTORS LATERAL CONDUCTORS ONLY @ TRENCHIN6 DETAIL SCALE: N.T.5. LATERAL LINE IN SCH Be> ------':l" LUIDE RLU ID TAPE OR SCH 40 SLEEVE FER -----3" LUIDE RlU ID T AFE NOTE IB SHEET ~3==~:l.-~~_j__f__,--,.::::::::=:::=;-!PAVING '"'--'-'--'-'-<----CONTROL LUIRES IN SEPARATE SCH Be> OR SCH 40 <f)r··~~~➔~,.1',-/-,--,,,-+t,.,m"-<f)c:-'1-SLEEVE FER NOTE IB SHEET 3. w ~ MARK END OF SLEEVE LUITH MARKED VALVE BOX AT ~ ~ iEITHER END * * -i---;-f.-7~- NOTES, 1~---IFRE55URE MAINLINE IN 5CH 80 OR SCH 40 5LEEVE FER NOTE 18, 5HEET 3 "---SAND BACKFILL COMPACTED TO THE DENSITY OF EXl5T. 50IL -----UNDISTURBED 50IL FVC SLEEVES TO BE TLUICE THE DIAMETER OF THE FIFE OR LUIRE BUNDLE CARRIED. PROVIDE A MARK 5HOLUING LUHERE 5LEEVE UNDER PAVING END5. TYPICAL ALL 5LEEVE5. ALL SLEEVES UNDER BROLU DITCHES 5HALL BE ENCASED IN CONCRETE A MIN. THICKNE55 OF 6" ON ALL 5IDE5 OF THE FIFE 5EE NOTE 18 ON 5HEET 3 FOR DEPTH OF COVER DIMENSION5 ®r--"-S=LE=EYE;..;..=....;.;.IN=S...;..;.TAL-==L:......:AT.;_;_IO.::..:N...,;__ ___________ _ SCALE: NT5 tREVAILING 1'11ND LODGEPOLE STAKE ~-RUB6ER TREE TIE IN FIGURE EIGHT LOOP PATTERN 6EmEEN TRUNK AND 5TAKE ONE EA 5IDE '----5EGURE TIE 1'1/ 4d GALV. NAIL PLAN VIEY'l 0 TREE STAKIN6 z ,: rn -"-.---- SECTION --(2) -2" DIA x 10' LON6 TREATED LOD6EPOLE PINE STAKES. INSTALL TRUE AND VERTICAL. DRIVE INTO UNDISTURBED SOIL ADJACENT TO ROOTBALL '-:: r,,-e-n-, "'' NATIVE SOIL :«·cs: ~ BACKFILL -PER SPECIFICATIONS ,,JJ~ ROOTBALL -SEE PLANTIN6 DETAIL SCALE: l"=l'-0" INSTALL PERFORATED TUBES ON ALL TREES AND F ALMS FER THE FOLLOY'IING SCHEDULE CONTAINER SIZE QTY. PIPE DIA 14 5 GALLON 15 GALLON 36" BOX 4cl" BOX NONE NONE 2 2 4" :~ ----NDS SLOTTED GRATE - SIZE PER FIFE SIZE ----DUCT TAPE OVER HOLES Y'IITHIN 6" OF FINISHED GRADE ~~---RIGID PERFORATED HANCOR OR EQ. +..=Ti-F=rr-FIFE. SEE SCHEDULE AT LEFT •,: 11=~1 I-I FOR SIZE AND NUMBER PER · fl=I I 1=1 I 1= PLANT ····m·····m···"' ' · .... ·,. i'j--f1'rlJ; 1 ...... :.•·•·.·.1cn 1rnr ~::N::~~ GEOTEXTILE SOCK ~ ' ... ·. I 1··· .. ! . '. i ·.· ~:'}!;::j" BACKFILL MIX PER . . ~ _, . i1-m-SPECIFICATIONS · ' · · · · 11 B4B 4 4" . , I [.:.=.i TEE FITTING TO FERF PALHS ·.; :. i · ' ~ FLEX DRAIN FIFE LOOP 60" BOX 4 LARGER 4 4" BREATHER TUBE INSTALLATION .;_,:, .. ·~ 1!1.:1.:.1·~ NATIVE SOIL ~ ~:i~:bo~~~MQ~~~i~T ~111111111111[ llli~lll . n ··. :r EXCEPT BY Y'IRITTEN AUTHORIZTION . 1 , I.,. . •• · •• PERFORATED FLEX FIFE LOOP BY THE LANDSCAPE ARCHITECT ,T1·,,=.•_j_!._·-(SAME 0.D. AS RIGID RISER) .J AT BOTTOt-1 PERIMETER OF PLANT PIT ®r--=6-'-'RE=A.....aT-'--"HE=R-'-TU-'-"'-='BE=--------------- SCALE: NT5 NOTE5, ROOT BARRIER INSTALLATION DEPTH, 24' DEEP AT 5IDELUALK5 4 FLATLUORK 36' DEEP AT BACK OF CURB 4 VEHICLE WAY5 EDGE OF CURB OR FLATWORK 10' 10' EDGE OF CURB OR FLATWORK TOF OF PANEL I' BELOW FLATWORK 1/2' MAX. BELOW FINISH GRADE COMPACTED NATIVE BACKFILL 5EE SPECS. ®1--'-RO;;._O;....;T_;;6c.:...A_;;_R.;;__R=IE.;_;,R _____________ ---'-- scALE: 1/4"=1'.:0" --il···~·· 1, .... ,. ,.--- C FINl5H GRADE TURF OR PLANTING AREA 12' FOF UF 5FRINKLER FER FLAN FREA55EMBLED 5WING JOINT HUNTER '5J' 5ERIE5 OR APPROVED EQ. FVC LATERAL LINE 5CH. 40 FVC TEE (55T! OR ELL ® 12 11 POP UP SPRAY HEAD f 1-----------SCALE: 9"=1'-0" FORM 3' WATERING BA5IN WITH BACKFILL SOIL MIX BREATHER TUBE(5! -CONNECT TO PERFORATED FIFE LOOP· 5EE DETAIL ~-I!:> GALLON OR BOX CONTAINER TREE ~-MULCH LAYER -KEEF 12' CLR OF TRUNK 1/j !::::::I I l:::::I , FINl5H GRADE r1/ ;.: [:==:~~~ALL 50 ROOT BALL 15 1-1/2' TO 2' ~ ,-· ABOVE FINI5H GRADE ( AFTER BACKFILL ✓/J HAS SETTLED! PLANTER BACKFILL MIX - REFER TO SPECIFICATIONS FERTILIZER PLANT T AB5 FER 5FEC5. IN&TALL WITHIN 3' OF ROOT BALL C(,(_J!---PERFORATED FLEX FIFE LOOP AT BOTTOM PERIMETER OF PLANT FIT FLANTINC. FIT 2x ROOT13ALL 1----~~~-~~~---,r A 15 6ALLON OR BOX TREE INST ALLA Tl ON SCALE: l"=l'-0" ,_.,-:;.----FORM 3' WATERING BA5IN WITH BACKFILL 50IL MIX ~rz-:~--4' FOT TO!:, GALLON CONTAINER 5HRUB ,.--MULCH LA YER KEEF&' CLEAR OF TRUNK ~-UNDISTURBED NATIVE 50IL I 5UBGRADE ~-----------,r FERTILIZER PLANT TABS FER 5FEC5. INSTALL WITHIN 3' OF ROOT BALL @1--4_11 _P_O_T_T_O_S_6_AL_L_O_N_S1-_IRU_6_I_NS_T_AL_LA_T_IO_N ___ ec~;.;,=e~l"=-l1-o~" _ ~· ·-~---~-.. -~-· ;~~ ~ ~~iuu~~t~~~l~G~N~5:~~% A / \_/ , / \ / \},Ea~ PATTERNED AREA ON FLANS! SHALL @( s~t .. ·······~····· ·-~ -~:· ·tj) :~J~f~t~~~~ ~~tN~~~AtE~~~~~:R ~ ~ \ ; \ / ,~ 5FECIFIED ON-CENTER 5FfCING!. 'f>-·· _ •-· .. -(i)-...... (i'.).--_ FLANT5 5HOWN WITH INDIVIDUAL 5YMBOL5 \ F\ r\ 5HALL BE 5FACED A5 sH"oWN ON FLAN5. @--®--®-_'@--®---@--'><- --DISTANCE FROM EDGE OF PLANTER -------------~c-----".c TO NEAREST PLANTING ROW 5HALL BE 1/2 THE SPECIFIED ON-CENTER PLANT SPACING (SEE LEGEND!. EDGE OF PLANTING AREA @) PLANT SPACIN6 C,1---------~-=-=----SCALE: N.T..5. Underground Servtce Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. THE -~ uGttnoo1 5900 PASTEUR COURT SUITE 110 W c ·.[·.r•y OF' ·c l'IRLS B 1\ ·D W =~-PIANNING CARLSBAD. CA 92008 ·\. Jc\. ===== GROUP 17601692-1924 www.lightlaotpg.com 1----+--+------------------+---+--+---I L===-===EN:::::G::::IN::::E::ER:::IN::::G::::::::::D::EP:::::A:::::RT:::::M:::::E:::::NT:::::::=='::::· '-'==6==::; ! ,-------..::::::::~::::::=----==~=~PLA~N~NIN:'.'._G _='.'.'":.'.' D~ESl~GN~LA~N~DS~CA'.'..PE A~RC:':'.Hl'.:fEC:'.'.'.fUA~E J'=-=-=-=-=t~-=-=-=-r~-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=t~-=-=-=-r~-=-=-=-i~-=-=-.::1-I ~ "AS BUILT" TITLE ______ _ DATE REV !Ev/ED BY, INSPECTOR DATE DESIGNED BY, ~PA~_ DATE: 9/5/2013 DRAWN BY: PA SCALE, AS INDICATED 1----+--+------------------+---+--+----I PROJECT MGR: J. TAYLOR JOB NO., 1373.02.2 LANDSCAPE PLANS FOR: EL CAMINO REAL WIDENING LANDSCAPE DETAILS APPROVED BY: JASON S. GELDERT 6_•/6·?1JIS ENGINEERING MP AGER RCE63912 EXP.09 30 16 DATE fL--DATE4•-t1•fJ'\--~-+~~+------------------+---+--+----I ;=D::::WN:::::::BY::• =~P~A~~~~===PR::::O::::JE:::::CT:=N::::0.==·~1~0::::RA'::::Wl=NG=N=0~.1 DArE INITIAL DATE INITIAL DATE INITIAL ..) R.L.A., 2961 ENGINEER F REVISION DESCRIPTION CHKD BY, JT.,1.'1'= C.l".13-O3 477-6 0 WORK I OTHER APPROVAL CITY APPROVAL RVWD BY: v..-~------~ ---------------------------.......................... ,,----------------------- ,,_,,~~---~M~~,_,,_,_ !! ;~ ~ u ';! -ij" . 2 ~p GJ ,, ~z !\ E \g 2 U :S:I C: ij ~□ " ";H s: i rn,: DJ iiiz m z ll m I m ~ I I I I I I ' ' I' ~ I Di CJ ll f'lc, § ~~ ii ';! 2 !il t2 • GJ ,~z E\g 2 ; Ii~ C: eDm s: M ,,. ~~I DJ m z ll m m I ~ I I I CJ ll § ' 2 GJ 2 C: s: DJ m ll I I I I (I) l> c'l I ~i CD ,.~g n'1 ~ ii ~ m 0 " . .. ► j~z -ti IIE\g CD ii ~ 2i m 'O en ii D m ". l~i z ll I ~ I I I I , I BLANK r' I @i------------ BLANK @r--------- BLANK A FLAN VIEW A " BRA&& OR COFFER FIFE ~-----------@ WYE STRAINER -INSTALL HORIZONTAL TO LATERAL TO FRESSURE RE<:;ULA TOR NOTES, ½ ' BRASS BALL VAL VE BRASS UNION METER 60X WITH LID -&l"T FLU&la TO <:;RADE (TYF.) @ METER AS&l"MBL Y FER WS-01 I WS-02 ¾' MINUS CRUSHED ROCK I. REFER TO SECTIONS 15151 AND 1!>1!>2 Cf THE WATER AGENCIES' 5TANDARD5 CWASJ 5FECIFICATIONS. 2. INSTALL WARNIN<:;/IDENTIFICATION TAPE AS SHO.LN ON THE DRAWIN<:;S AND/OR WA.S. DRAWIN<:; WF-01 PLANT LAYOUT TYPE 'B' LEYMUS TRITICHOIDES THROUGHOUT NASELLA LEPIDA ACHILLEA MILLIFOLIUM 'PAPRIKA' ARTEMISIA DOUGLA&IANA DIANELLA CAERULEA 'BECCA' CAREX PRAEGRACILI& FROM RECYCLE:J WATER MAIN ~ © @ i METER STRAINER © ,. WATER LATERALS INSTALLED FOR THE USE Cf RECYCLED WATER SHALL BE IDENTIFIED A5 DE6CRIBED IN &l"CTION . l!>l!>I OF THE WAS. 5FECIFICATIONS 4. MATERIALS SHALL BE SELECTED FROM THE WA.S. ~ i MUHLENBERGIA RIC.EN& ~ D F1'E€€U':E TEST "53.LATOR STATION DIAc,RAMATIC VIEW MASTER FLOW VALVE SENSOR AFFROVED MATERIALS LIST. !>. ElACKFLOW PREVENTOR USE AND INSTALLATION 5HALL CONFORM TO LOCAL CODE5. ViATER IRRl<SATION CHECK VALVE INSTALLATION CONFORMS TO WATER AGENCY STANDARD DETAIL WR-03 SCALE: NO SC.ALE BLANK (A\A ___ e,;.;...IO,;.;...S,;.;...ViAL~E_4 ,;.;...IN_F,;.;...IL,;.;...TRA~T_IO_N;._;;6;,_;__A=S,;.;...IN;_;_P,;.;...AL=E;;;_l;_;_i ;_;__E ______ _ \C) SCALE: NTS FOUR ROW SHRUB GROUND PLANE SHRU6 ~-STREET TREE PER FLAN 1 _j,_ ___ ::-:--,=,----:=--___ J,_ 2ZI' 'I ~,t' OVERSIZED MEDIAN PLANTER --THREE ROW SHRUB GROUND PLANE SHRUB& PER FLAN 000 o~o 000 20' STANDARD MEDIAN PLANTER } ®i-----------®f---ME,;.;...D,;.;...IA'----'N_P;_;_L,;.;...A,;.;...NTE.;__:__;_R _____________ _ SCALEi NO SC.ALE BLANK FROM FRESSURE RE<:;ULATOR METER STRAINER /;/ • • ~ ~ FLAN VIEW SECTION VIEW TEST MASTER FLOW 5TATION VALVE &l"NSOR TO MASTER VALVE TO MASTER VALVE NOTE, ,14' SCH W FVC %? ELL ,/4' SCH W FVC CLO&I" NIFFLE ,/4' BRASS LOCKABLE BALL VALVE WITH 1/4' FEMALE THREAD FIF X METER SWIVEL 3/4' X 1/4' BRASS THREADED ElUSHIN<:; WITH 1/4' GAFFED OUTLET ,/4' SCH W FVC CLO&I" NIFFLE VAL VE BOX WITH FURF'LE COLORED LID LINE SIZED BRASS BALL VALVE LINE SIZE BY ,14' SCH W TEE FURFLE PVC CL ,I!> SCH 40 MAINLINE 3' MINIMUM DEFTH OF 3/4' WASHED <:;RAVEL BRICK OR CONCRETE SUFFORTS (END TO END UNDER FERIMETER OF VALVE BOX 60TTOM/ I. INSTALL ONE TEST 5TATION LOCATED DIRECTLY DO\LNSTREAM OF IRRl<:;ATION FRESSURE RE<:;ULATIN<:; VALVE. HlcAT BRAND 'TS' ON FURF'LE COLORED PLASTIC TEST STATION LID5. ®---------C, RECYCLED ViATER IRRl<SATION CROSS CONNECTION TEST STATION CONFORM& TO WATER AGENCY STANDARD DETAIL WR-04 SCALE: NT5 Undergrola,d Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. !HE ~--~1aiw~OJ ~~~OLs::i.Ti~\io~~RT SUITE110 [sHEIT1 CITY OF' CARLSBAD =:::=:=== GROUP 17601692-1924 www.lightlootpg.com :=====t====t=====================================t====t====jt===j ~ ENGINEERING DEPARTMENT . r-----~--:::::':===~::::::::_ ___ ==;:==-".'.PLA~N~NIN'.".G_~Sl".:TE.'.'.:DE:'.'.SIG'.'.'.N_LA~N~□S'.:CAP~E~A~RCH~IT=ECT~UH'.'..E-!•===t=:':=t:==================t=j==1==1 LANOSCAP£ PLANS FOR: ~ ~ "AS BUILT" TJTLE _______ _ REVIEVED BY, INSPECTOR DATE DATE DESIGNED BY: PA DATE: 9/5/2013 DRAWN BY: PA SCALE: AS INDICATED f----f----+-------------------1---+...----1--~ PROJECT MGR.-J. TAYLOR JOB NO.: 1373.02.2 EL CAMINO REAL WIDENING LANDSCAPE DETAILS APPROVED JASON S GELDER r DWN BY: PA CHKD BY: RVWD BY: PROJECT NO. C"P.13-03 DRAWING NO. 477-6 • I I I I '{; ~ I~~ 11 ~ g i ~~ ·1 ~ I • • 'I~ ll ~z ., i"~ ii ~I il Ill~ ii~- r ffi1 z m 11 m ~ 1; 11 I 11 I U) N 0 """ U) a, CJ I 2 Ci.I 2 C s: cc rn JJ CJ I 2 Ci.I 2 C s: cc rn JJ -C::::a.-. GENERAL NOTES 1. THiS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STAN.DAROS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 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 PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF .$1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE . POLICY MUST HAVE A RATING OF "A-" OR BETTER .AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF .THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. 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. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THt ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (c) COMPACTION CURVES, SHALL _BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECl:IANICS. _THE SOILS REPORT WILL Bt SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A 1 PRECONSTRIICTION MEETING $HAI I BE HEID AT THE SITE PRIOR TO THE BEGINNING OF .WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION INSPECTION SUPERVISION TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ,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 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE ,CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROllECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND /OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABI !SHED BY THE CDNSTRIICTIDN SAFETY ORDERS TIJI E 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WJI I CEASE IMMEDIATE! Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, _REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ·ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL 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. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. WN 20. THE .EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHO ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILAB RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF 0TH UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERE FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE D PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS A LE ER NT UE ND ANY OTHER EXISTING F AGILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING F ACILIT IES TLY ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIEN AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCT PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT W ION 1TH THE PROPOSED WORK. 22.--THE CON.TRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCilON NEAR TH FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E . PACIFIC BELL TIME WARNER CABLE COX COMMUNICATIONS CITY OF CARLSBAD(STREETS AND STORM DRAIN) *CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) *SAN DIEGUITO WATER DISTRICT *LEUCADIA WASTEWATER DISTRICT *VALLECITOS WATER DISTRICT AT EIR RETAINING WALL PLAN FOR ROBERTSON RANCH WEST VILLAGE (RANCHO COSTERA) EROSION CONTROL NOTES 1. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 2. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE INSPECTOR. 3. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 4. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING BASINS AND THE BASINS PUMPED DRY. 5. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 6. A GUARD WILL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS TWO FEET. 7. EROSION CONTROL SHALL BE INSTALLED WITHIN OR ADJACENT TO ANY GRADED AREAS AS SHOWN ON THE PLANS. 8. AFTER STORM EVENT, RESTORE ORIGINAL CONDITIONS OF ALL BMP'S. 9. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN BRICKLEY (760)877-9885 .. SHT NO. 1 2 3 4 EL CAMINO REAL INDEX OF DRAWINGS DWG DESCRIPTION NO. C100 TITLE SHEET C101 DETAILS C102 RETAINING WALL "H" PLAN AND PROFILE S100 STRUCTURAL DETAILS CONSTRUCTION NOTES NOTE DESCRIPTION CD CONSTRUCT RETAINING WALL PER PLAN AND PROFILE. SEE TYPICAL WALL SECTION C ON SHEET S 1 00 0 INSTALL 4" PVC PERFORATED SUBDRAIN EMBEDDED IN CRUSHED ROCK AND WRAPPED IN FILTER FABRIC PER DETAIL 2 ON SHEET C101 0 INSTALL 4" PVC SOLID PIPE (SR35) WITH BEDDING AND BACKFILL PER CITY OF CARLSBAD STD S-5 0 INSTALL 6" PVC PIPE SLEEVE THROUGH WALL AS INDICATED ON PROFILE ® INSTALL NDS ATRIUM GRATE INLET NO. 981 PER DETAIL 5 ON SHEET C101 ® INSTALL 3" SIDEWALK UNDERDRAIN PER SAN DIEGO REGIONAL STANDARD DRAWING 0-27 0 CONSTRUCT 2' WIDE BROW DITCH (TYPE B) PER SAN DIEGO REGIONAL STD DRAWING D-75 ® INSTALL 4"x3" PVC REDUCER ® INSTALL 4"x4"x4" PVC TEE @ INSTALL 4" PVC LONG RADIUS ELBOW GJ) INSTALL 4"x4"x4" PVC 45· WYE REFERENCE DRAWINGS TITE PIPE BEDDING AND TRENCH BACKFILL FOR SEWERS SIDEWALK UNDERDRAIN PIPE DRAINAGE DITCHES STANDARD CITY OF CARLSBAD SAN DIEGO REGIONAL STANDARDS SAN DIEGO REGIONAL STANDARDS NO. S-5 0-27 D-75 .. QTY UNIT 2755 SF 307 LF 345 LF 3 EA 3 EA 3 EA 3 EA 3 EA 3 EA 2 EA 2 EA CITY OF OCEANSIDE . PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. "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: PENCO ENGINEERING ADDRESS: 16842 VON KARMAN AVE STE. 150 CITY, ST.: IRVINE. CA TELEPHONE: (949) 753-8111 BY: GEORGE JURICA DATE: (NAME OF ENGINEER) R.C.E. NO.: 26564 REGISTRATION EXPIRATION DATE: 03/31 /16 ~ESS/~ PREPARED BY: t;;~'I-~ Jul?, ~ PENCO ENGINEERING Ii (f t7'<'-r t INC. Nff. ese-1-16842 VON KARIIWI. AVENUE Civil Engineering EXP. 3-31-16 surrr 150 Planning SOILS ENG: PROJECT LOCATION EL CAMINO REAL BETWEEN LISA STREET & CRESTVIEW DRIVE ASSESSOR'S PARCEL NOs. 208-040-12, 208-040-11 CALIFORNIA COORDINATE INDEX No. (CCS-83) 358-1677, 356-1683, 354-1677, 354-1683 (200-6240) SOURCE OF TOPOGRAPHY EXISTING TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL SURVEY ON DECEMBER 28, 2010 BY SAN-LO AERIAL SURVEYS. ADDITIONALLY, TOPOGRAPHY & EXISTING UTILITIES ON EL CAMINO REAL VERIFIED BY FIELD SURVEYS CONDUCTED BY O'DAY CONSULTANTS ON JUNE 2013. SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS BASIS OF BEARINGS: BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, L.S, 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER A(,UA HEDIONDA CREEK, 120 FEET SOUTHWEST OF EL CAMINO REAL RECORDED: R.O.S. NO. 17271 (PL NO, 105) ELEVATION: 45.410 M.S.L. DATUM: NGVD 1929 PREPARED FOR: PACIFIC OCEAN LGC Valley, Inc. -S.D. TOLL ARCHITECTURE 2420 GRAND AVENUE 725 TOWN AND COUNTRY ROAD VISTA, CA 92081 SUITE 500 7a CITY OF VISTA ROAD CAMINO L_ AVE CITY OF ENCINITAS VICINITY MAP LOCATION MAP -I C100 "AS BUil T" P.E. EXP. --DATE REVIEWED BY: ;,, . INSPECTOR . DAllE I sg3T I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 6 RETAINING WALL IMPROVEMENTS TITLE ' .. '·· APPROVED:// ~~ , " JASON S. GELDERT /I ' ,JJ 6·t£•ZP/5 ENGINEERIN1s/MANAGER RCE 63912 EXPIRES 9/30/16 DAllE /1\ *OLIVENHAIN WATER DISTRICT * BUENA SANITATION DISTRICT * AS APPROPRIATE 800 422-4133 800 660-7 343 800 892-0123 760 438-77 41 760 806-9809 760 434-2980 760 438-2722 760 633-2650 760 753-01 55 760 744-0460 760 753-6466 760 726-1340 * * ·,•-!!;' . "J'!-~ CIVIi.~~ ~ OF C'A..\ _,, IRVINE,(TNIA 92606 .: • (949) -11 ·•• SuMying .-. "/:···•···· s/4,./r,s-..r .... .J,,,,. : . GEORGE J\E!l_1"41' RCE C26564 DAllE ' PHONE: (661) 702-8474 ORANGE, CA 92868 DWN BY: PROJECT NO. DRAWING NO . FAX : (661) 702-8475 PHONE: (714) 347-1300 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: j(.l'-CT 13-03; 477-6 FAX : (714) 835-9685 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 1,.g ORA NG FILES TITLE SHEETS CLSB-IP.DWG REVISED: ·OB 09 07 Cl :0 ~ 2 G) 2 C: s: OJ m :0 Cl :c § 2 G) 2 C: s: OJ m :c I 6 . " FL PIPE 82. 54 I I I I I I PROP. CURB ANO .CUTTER ANO S/OEWAl,K · · ... PER CRA.0/NG ANO OEMOL/T!ONJ?[Afl FOR ROBERTSON RANCH ~ST-·VILLACE . ( EL CAMINO REAL PRO✓, #'C. T. 11-01 . 6" CURB FAC5 / ,. " LIP OF/ · /'_-".-. / __ !· .... _.:' / / ,· L_l~--------1-· -,r· iR TAINING 1 WALL \ 5 T STA 462+46.14 = :4.LL STA 12+73.90 FL INLET 84.46 FL PIPE 82. 77 SEE OU7l.ET \ TYPE 1 DETAIL_ .HEREON \ \ \/ \ FL 7 ENLARGED PLAN-A RETAINING WALL )NSTALL WATERPROOF MEMBRANE AROUND PIPE DRILL HOLE THROUGH BLOCK FG~ CONNECT TO CURB oun.ET SCALE: 1" = 5' oun. TEE .. PIPE OUTLET TYPE 1 DETAIL c' J NOT TO SCALE 2 c' .J o s· SCALE : 1 " = 5' 1 o· 9 TOF / .• ,/ 2 . --------, / / / / \ 6" CURB FACE ·-. - 7 /\ B 5 FL INLEt BB. 50 FL WYE _81.83 · 0n ~1.ao SEE OU7l.ET --... __ TYPE 2 DETAIL HEREON . \ I • ,, ' ·' I PROP. CURB ANO CUTTER ANO SIDEWALK PER CRAOINC ANO OEMOLIT!ON PLAN FOR ROBERTSON RANCH ~ST VfLLACE EL CAMINO REAL PROJ. # C. T. 11-01 ,--;~~"=-::-i:\'. 6 fL PIPE 81.65 ,/ , ..... Vl 11. p' .... 9 ~ WALL .FL-81.1;/_0 SEE OUTI.ET · -.. ., --. '• - TYPE 2 .. . · ·· · DETAIL HEREON I \ • ;' --.,,. /_ ··-. - ENLARGED PLAN-B RETAINING WALL INSTALL WATERPROOF MEMBRANE AROUND PIPE 4 DRILL HOLE THROUGH BLOCK FG~ 1.5" M~ ---- CONNECT TO CURB OU 71.ET / SCALE: 1" = 5' SUB-DRAIN ROCK TOP OF FOOnNG TOF OUTLET TYPE 2 DETAIL NOT TO SCALE RETAINING WALL ,·1 9"X9" A TR/UM GRATE NOS NO. 981 OR APPROVED EQUAL SEAL CONNECnON W/GROUT FL BROW DITCH PER SDRST 0-75 DEEP HOUSING SPIGOT ADAPTER NTS NO. 931 OR APPROVED EQUAL ADAPTER BUSHING NTS NO. 933 OR APPROVED EQUAL 4" PVC SCH-40 SD PIPE INLET DETAIL _ NOT TO SCALE RETAINING WALL • 11 '<L,..itl,t.._ CONNECT TO• · · ·outt-r TYP . .,t=-·.::.2 _ _,,..j.__"" SE!; DETAIL ·· ···HEREON ---·c-·"-· ---1- 1 • I i I i TOP OF FOOnNG (TOF) .. , , •, 4" P£f?ORA TED P VG SUB-fRAIN PIPE SUBDRAIN CONNECTION DETAIL NOT TO SCALE STREET RW VARIES 5.2 TO 26.6' RW I RES/DEN nAL LOT / / EG'\./ _.,.,- / / BROW DITCH 0 "'~" FLOW CONSTRUCTION NOTES CD ® 0 CONSTRUCT RETAINING WALL PER PLAN AND PROFILE. SEE 1YPICAL WALL SECTION C ON SHEET S100 INSTALL 4" PVC PERFORATED SUBDRAIN EMBEDDED IN CRUSHED ROCK AND WRAPPED IN FILTER FABRIC PER DETAIL 2 ON SHEET C102 INSTALL 4" PVC SOLID PIPE (SR35) WITH BEDDING AND BACKFILL PER Cl1Y OF CARLSBAD STD S-5 G) INSTALL 6" PVC PIPE SLEEVE THROUGH WALL AS INDICATED ON PROFILE ® INSTALL NOS ATRIUM GRATE INLET NO. 981 PER DETAIL 5 ON SHEET C101 ® INSTALL 3" SIDEWALK UNDERDRAIN PER SAN DIEGO REGIONAL STANDARD DRAWING 0-27 (j) CONSTRUCT 2' WIDE BROW DITCH (1YPE B) PER SAN DIEGO REGIONAL STD DRAWING D-75 ® INSTALL 4"x3" PVC REDUCER ® INSTALL 4"x4"x4" PVC TEE @ INSTALL 4" PVC LONG RADIUS ELBOW @ INSTALL 4"x4"x4" PVC 45" WYE RW STREET RW RESIDENTIAL LOT VARIES 4.4' TO 5.2' PROP. CURB ANO CUTTER ANO SIDEWALK PER CRAOINC ANO OEMOUT!ON PLANS / /]10' / SLOPE ');,\ \ PROP. 10' PROP. SLOPE "AS BUILT" RCE __ _ EXP, ___ _ REVIEWED BY: INSPECTOR PENCO ENGINEERING INC. 16842 VON KARMAN AVENUE SUITE 150 IRVINE, CALIFORNIA 92606 ) 753- Civil Engineering Plum1ing DATE DATE DATE SOILS ENG: LGC Valley, Inc. -S.D. 2420 GRAND A VENUE V/STA,"CA 92081 PHONE: (661) 702-8474 FAX : (661) 702-8475 ·'/ / BACKCUT BY WALL CONTRACTOR 4" PCC SIDEWALK EX. CURB SECTION "A" HINGE LINE PROP. CURB ANO CUTTER ANO SIDEWALK PER CRAOINC ANO OEMOLIT!ON PLAN FOR ROBERTSON RANCH ~ST VfLLACE EL CAMINO REAL PROJ. # C. T. ft ~01 HINGE LINE NOT TO SCALE NOT TO SCALE C101 l---+--+---------------+----l-----f--1------1 Lill Cl1!1N£!G ~tl;T~~~AD PREPARED FOR: TOLL ARCHITECTURE 1-----+-+-------------1------.J.--1-----.J.---1 725 TOWN AND COUNTRY ROAD SUITE 500 ORANGE, CA 92868 PHONE: (714) 347-1300 DATE INITIAL FAX : (714) 835-9685 ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL RETAINING WALL IMPROVEMENTS DETAILS APPROVED: JASON S. 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J--- ----w--- 12+00 845 11 +00 10+00 PROFILE -WALL "H" ·:.~ --,7----~~ I ~-\=--8J~·f ____ =--___ -·----. --,-7/_ -FE------., ---- --~---------------·--·-------EE--W __ -::___ __ __ __ 1 -ss·~ ---------,- -·--- ---{ ------------ --- WALL H NUMBER RADIUS LENGTH i'.\BEARING TANGENT C1 1937.09 218.10 6'27'03" 109.16 L1 54.14 S67'21'37"E L2 29.10 S15'31'27"W L3 5.33 N7'55'26"E F I I --L. --1·-r--r----.. _ ...... , ! --+--,-\._[_-_ •1_> __ !----t-i· -I i ---· f -i-l I I -: ---r---·-- I __ ) I I CONSTRUCTION NOTES: --·------ ' CONSTRUCT RETAINING WALL PER PU\N AND PROFILE. SEE TYPICAL WALL SECTION C ON SHEET S100 ", ...... , ' ,--·--•·-~t---t--i-· -•- ----1·. ·- ' I -·--[- -----!- PROFILE SCALES HORIZ: 1" = 20' VERT: 1" = 4' CD 0 0 INSTALL 4" PVC PERFORATED SUBDRAIN EMBEDDED IN CRUSHED ROCK AND WRAPPED IN FILTER FABRIC PER DETAIL 2 DN SHEET C101 -. CONSTRUCT 2' WIDE BROW DITCH (TYPE B) PER SAN DIEGO REGIONAL STD DRAWING D-75 "AS BUil T" RCE __ _ EXP, ___ _ DAlE REVIEWED BY:· INSPECTOR DAlE C102 ~ CITY OF CARLSBAD ~ l-------l--+-------------------1---+--t----+-----l ~ ENGINEERING DEPARTMENT ~ ~RE~T~AI~N;;,IN;,G~WC::ALL~~I~MP~R~O~VE~ME~N~TS~====:::::'._.:====; 20' 1 0' I ■■ ■"•-- 0 SCALE 20' 40' -· I 1" = 20' PREPARED BY: PENCO ENGINEERING INC. 16842 VON KARMAN AVENUE SUlfE 150 IRVINE, CALIFORNIA 92606 (949) 1 ~I Civil Ertglneering Pkmninq Surveying ;/4&,J? DATE SOILS E~G: LGC Valley, Inc. -S.D. 2420 GRAND A VENUE VISTA, CA 92081 PHONE: (661) 702-8474 FAX : (661) 702-8475 PREPARED FOR: TOLL ARCHITECTURE 725 TOWN AND COUNTRY ROAD SUITE 500 ORANGE, CA 92868 PHONE: (714) 347-1300 FAX : (714) 835-9685 OAT!; INITIAL ENGINEER OF WORK 1 OAT!; INITIAL REVISION DESCRIPTION OlHER APPROVAL OAT!; INITIAL CITY APPROVAL RETAINING WALL· "H" PLAN AND PROFILE OWN BY:-~- CHKD BY: .>yl, RVWD BY: .\\Jl: PROJECT NO. CT 13-03 ·1 DRAWING NO. . 477-6 § 2 (j) 2 C: s: Ill m lJ CJ lJ § 2 (j) 2 C: s: Ill m lJ ! RETAINING WALL SPECIFICATIONS 'ALL WALLS SHALL BE CONSTRUCTED OF THE HIGHEST QUALITY WORKMANSHIP, IN ACCORDANCE WITH THE UNIFORM BUILDING CODE, 1997 EDITION, AND THE FOLLOWING SPECIF/CATIONS: I. MASONRY BLOCKS 5HALL BE PRECISION BLOCK CONSTRUCTED OF GRADE N (1500PSI) BLOCKS, CONFORMING TO ASTM DESIGNATION C90, UNLESS OTHERWISE SHOWN. 2. CONCRETE SHALL BE 2500 PSI AT 28 DAYS, UNLESS OTHERWISE SHOWN ON THE WALL DETAILS. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, ANO AGGREGATES TO ASTM C33, LA TEST REVISION. USE TYPE II CEMENT. 3. GROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN THE RA TIO BY VOLUME: 1 PART CEMENT, J PARTS SANO, 2 PARTS PEA GRAVEL. MINIMUM GROUT STRENGTH ~ 2000 PSI. PORTLAND CEMENT SHALL CONFORM TO ASTM C150 AND AGGREGATES TO ASTM C404, LA TEST REVISION. 4, MORTAR SHALL BE UBC TYPE S (1800 PSI), ANO SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO BY VOLUME OF, 1 PART CEMENT, 1/2 PART LIME PUTTY, 4-1/2 PARTS SAND, AND SHALL CONFORM TO ASTM C270, LA TEST REVISION. PORTLAND CEMENT SHALL CONFORM TO ASTM CJ 50, SAND SHALL CONFORM TO ASTM CJ 44, AND LIME PU TTY TO ASTM C207, LA TEST REVISION. 5. RflNFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM OESIGNA TION (\615, GRADE 60, UNLESS OTHERWISE SHOWN ON THE DETAILS, EXCEPT THAT 1/4-TIES MAY BE PLAIN BARS. STEEL LAPS SHALL BE 48 BAR 0/AMETERS OR MORE, ANO SHALL OCCUR ONLY WHERE SHOWN. SPLICES IN REINFORCING STEEL ARE OPTIONAL, AND THE STEEL MAY BE CONTINUOUS WITH THE LARGER BAR DIAMETER USED. 6. ALL CELLS SHALL BE SOLID-GROUTED, EXCEPT WHERE OTHERWISE NOTED. 7. GROUT LIFT IS NOT TO EXCEED 5' UNLESS CLEANOUT HOLES ARE PROVIDED IN BOTTOM BLOCK ANO CELLS ARE CLEANED AND INSPECTED. WHEN GROUTING IS PERFORMED IN MORE THAN ONE LIFT, STOP THE INTERMEDIATE GROUT LIFT 1-1/2 INCHES BELOW THE TOP OF THE BLOCK IN ORDER TO PROVIDE A KEY FOR THE NEXT LIFT. MAXIMUM GROUT LIFT SHALL BE 24 FEET. 8. UNLESS OTHERWISE NOTED, INSTALL SUBDRAINS BEHIND THE WALLS AS FOLLOWS: PLACE A PERFORA TEO 4" DIAMETER PVC SCH 40 OR ABS SDR-35 DRAIN LINE AT 1% MINIMUM SLOPE BEHIND THE WALL AT THE TOP OF THE FOOTING. EMBED THE PIPE IN 1-1/2" OR 3/4" CLEAN GRAVEL WRAPPED IN FILTER FABRIC. FILTER FABRIC MAY CONSIST OF MIRAFI 140N OR EQUAL. EXIT THE SUBDRAIN LINE OUTSIDE THE WALL AT A LOCATION WHERE THE DISCHARGE OF WATER WILL NOT BECOME OBSTRUCTED. LOCATE OUTLETS PER PLAN. 9. ALL FOOTINGS TO BE POURED ON UNDISTURBED NATURAL GROUND OR ON COMPACTED FILL WITH A MINIMUM DENSITY OF 90% RELATIVE COMPACTION, UNLESS OTHERWISE REQUIRED BY THE SOILS ENGINEER. TOE OF FOOTING SHALL BE POURED AGAINST A SHARP CUT WITH NO FORM WORK. 10. VERTICAL CONTROL JOINTS SHALL BE PLACED AT INTERVALS OF 4 TIMES THE WALL HEIGHT. EXPANSION JOINTS SHALL BE PLACED AT 200-FOOT INTERVALS. FOR WALLS SHORTER THAN 200 FEET IN LENGTH, EXPANSION JOINTS ARE NOT REQUIRED. LOCATE AT WALL STEPS WHERE POSSIBLE. SEE CONTROL JOINT AND EXPANSION JOINT DETAILS. 11. WALL BACKFILL SOILS SHALL BE APPROVED BY THE SOILS ENGINEER PRIOR TO PLACEMENT. ALL RETAINING WALL BACKFILL SHALL BE PLACED IN 6-/NCH THICK MAXIMUM LIFTS, WA TEREO OR AIR . DRIED AS NECESSARY TO ACHIEVE NEAR OPTIMUM MOISTURE CONDITIONS, ANO COMPACTED IN PLACE TO A MINIMUM RELATIVE COMPACTION OF 90%. FLOODING OR JETTING OF BACKFILL . MATERIALS IS NOT PERMITTED. THE SOILS ENGINEER SHALL VERIFY PROPER COMPACTION OF ALL . BACKFILL. SELECT BACKFILL, WHERE SPECIFIED, SHALL BE CMB OR SAND WITH LESS THAN 20% PASSING #200 SIEVE WITH E.F.P. < (E.F.P. OF NATIVE SOIL FROM GEOTECHINAL REPORT) P.C.F. 12. THE RETAINING SECTION OF WALLS SHALL BE WATERPROOFED AS FOLLOWS: DAMPEN THE SURFACE WITH CLEAN WATER AND APPLY TWO GOA TS OF THOROSEAL FOUNDATION GOA TING, MINIMUM OF 2 LBS. PER SQ. YD. PER GOAT TO THE EARTH SIDE OF THE WALL. ADD 1 PART ACRYL 60 TO EVERY 3 PARTS OF MIXING WATER. FOLLOW THE MANUFACTURERS RECOMMENDATIONS REGARDING THE APPL/CATION PROCEDURE. THE CONTRACTOR MAY USE AN APPROVED EQUAL DESIGN FOR WATERPROOFING. SUBMITTAL OF ALTERNATIVE WATERPROOFING IS REQUIRED. 13. VERTICAL STEEL SHALL BE HELO IN PLACE BY WIRE TIES OR MECHANICAL FASTENERS AT TOP AND BOTTOM OF BARS, BUT NOT EXCEEDING 8 FEET IN SPACING. STEEL PLACEMENT IS CRITICAL AT BASE OF WALLS AND AT CHANGES IN BLOCK SIZE. ADHERE STRICTLY TO THE DIMENSIONS SHOWN ON THE PLANS. 14. HORIZONTAL STEEL IN WALLS SHALL BE PLACED IN BONO BEAM BLOCKS (CUT SLOTS WHERE REQUIRED). BEND HORIZONTAL STEEL AROUND CORNERS AND CONTINUE 48 BAR DIAMETERS NOT LESS THAN 24". HORIZONTAL BARS MAY BE SPLICED ANYWHERE. 15. ORIENTATION: WALL PROFILES, WHEN PROVIDED, ARE DRAWN LOOKING AT THE EXPOSED FACE OF WALL. 16. ALL WALLS SHALL HAVE COLOR AND FINISH PER ARHITECT AND/OR LANDSCAPE ARCHITECT PLANS. 17. FORM A DEPRESSED KEY IN THE FOOTING CONCRETE AS FOLLOWS (SEE DETAIL): A. FOR 6" WIDE AND 8" WIDE BLOCKS, PROVIDE A 3-1/2" WIDE BY 1-1/2" HIGH KEY IN THE CENTER OF THE BLOCK. B. FOR 10" WIDE AND 12" WIDE BLOCKS, PROVIDE A 5-1/2" WIDE BY 1-1/2" HIGH KEY IN THE CENTER OF THE BLOCK. C. FOR 16" WIDE BLOCKS, PROVIDE A 7-1/2" WIDE BY 1-1/2" HIGH KEY IN THE CENTER OF THE BLOCK. 18. GEO TECHNICAL ENGINEER TO INSPECT AND APPROVE FOUNOA TION EXCAVATION BEFORE ERECTION OF FORM WORK ANO REBAR. 19. BACKFILL SHALL NOT BE DONE UNTIL FOUNDATION AND BLOCKWALL HAS ATTAINED DESIGN STRENGTH. "X" BAR~ _, -i------ #4 BAR HORIZ,-, , @ 24" O,C, (TYP) ~;=-1 "Y" BAR-.. ~ J" CL --,-.. ~--r J" ··-· CLR "Z" BAR" /SUBDRAIN 1 r"F" STEMWALL BASE, .• • I --l T USE CONSTR. J0:1/NT ,f • ·< . ,_~,2: qR,1 , KEYWAY OR MONOLITH/ =:;!.,.!i!'"'~=::::::J~==~•:::::::fJ POUR go• BENO ;;; . ,• J" cL· I l-+- ON EACH~_,,._, .. , '--#501~~ KEY #4@ 12"-_,, K_/ 1-•~:t:~"4 CONTJ" CLR-- TOP AND L -~•------~- BOTTOM KEY DISTANCE 12" HEEL w ©-=====TYP===IC=AL===:=~r.=I!=.· =S"'Ecc=C=T=IOcc=N~=- TABLE FOR RETAINING WALL "H" DESIGN H 4 6 8 A 4•-on 4•-0· 4'-0" B N/A 4•-0· C N/A N/A N/A w J'-o" 5'-o· a·-o· T 12· 12· 12· TOE 6" 6" 6" HEEL 2'-6· 4'-6" KEY 12· 2·-0· KEY DIST 1'-0" 21-0· 2'-0" / SOLID GROUT ALL CELLS 7F 10 J'-4" 2·-a· 4'-0" 12·-o· 18" 6" 11'-6" 4•-0· 2·-0· X y #5@24" N/A N/A #4016" j6@16" N/A #4@16" #7@8" N/A #5@24" •• j6@16" • z #7@8" F #5@12" #7@8" K #5012· /5012· /5012· /5012· • •y• BARS SHALL BE EMBEDDED INTO FOOTING WITH STANDARD HOOKS WHEN "Z" BARS ARE NOT REQUIRED. ** "X" BARS SHALL BE EMBEDDED INTO FOOTTNG WITH STANDARD HOOKS WHEN "y" ANO •z• BARS ARE NOT REQUIRED. I 4d I (2.5" MIN.) 18D• HOOK d #3 THROUGH #8 BARS /9 THROUGH #11 BARS #14 & #18 BARS D 6d Bd /Od ' \ D I [ '--... // ~ -- ~ 9D' BEND d #3 THROUGH 1/8 BARS 1/9 THROUGH #11 BARS 1/14 & 1/18 BARS l D 6d Bd /Dd STANDARD 18D. HOOK STANDARD go• BEND STANDARD REBAR BENDS & HOOKS NTS • . ' (1) WATERPROOFING MEMBRANE BROW DITCH TW I /(2) GRAVEL CMU WALL~ . ---I/ '--.., ---S~~v(3) FILTER FABRIC ·· ,2· -(5) WEEP HOLES---.i_--l'-...._ EG/FS PROPOSED GRADE SLOPED TO DRAIN PER PRECISE CIVIL DRAWINGS - y :12'' -~ -" l ,1 ., ., 4 .,~ ,, ., (6) FOOTING fr>', SUBDRAIN DETAIL ½J -==========N=. T=.s=. ======= (1) WATERPROOFING MEMBRANE:. (2) GRAVEL CLEAN, CRUSHED, 3/4 1-1/2 INCH (3) FILTER FABRIC MIRAFI 14DN OR APPROVED EQUIVALENT (4) PIPE, 4-INCH DIAMETER PERFORATED PVC, SCHEDULE 4D, OR APPROVED ALTERNATIVE WITH MINIMUM OF 1 PERCENT GRADIENT SLOPE TO SUITABLE, APPROVED OUTLET POINT (PERFORATIONS DOWN) (5) WEEP HOLE, MINIMUM 2-INCH DIAMETER PLACED AT 20-FOOT CENTER ALONG THE WALL AND PLACED 3 INCHES ABOVE FIN/SHED SURFACE. DESIGN CIVIL ENGINEER TO PROVIDED DRAINAGE AT TOE OF WALL NO WEEP HOLES FOR BELOW-GRADE WALLS. (6) FOOTING: IF BENCH IS CREA TED BEHIND THE FOOTING GREATER THAN THE FOOTING WIDTH, USE LEVEL FILL OR CUT NATURAL EARTH MATERIALS. AN ADDITIONAL "HEEL" DRAIN WILL LIKELY BE REQUIRED BE GEOTECHNICAL CONSULTANT. (7) CMU WALL TO BE OF ORCO SPLIT FACE BLOCK, WHEAT COLOR.• *BLOCK COLOR AND FINISH PROVIDED BY ARCHITECT I - / / / / 3/4" MIN. CLR J / / / / / / / ...L ,.1 I / '/ / ---... / <I K _ BOND BEAM I/ (USE SPECIAL / BLOCKS OR CUT WHEN NECESSARY) / I/ / , '~ TYPICAL BOND BEAM DETAIL NTS - - 1: 1 (H: V) OF FLATTER BACKCUT ' I_ / / / / w X w ' 8" 3-½" 12" 5-½" MASONRY / -16" 7-½" BLOCK . •:-_,,,-CONSTRUCTION ··,. / KEYWAY 0 /~; 1 t8~n°k . 1~ ___ /_~ n~1-w· ,? ! , ' X ' 'I " KEYWAY DETAIL NOT TO SCALE 12" 12" SEE RET. WALL VARIES SEE RET. WALL STEEL PER RET. - WALL SECTIONS '\..: b,_ #4@12" ~ _ LsTEEL PER I'-#4@12" RET. WALL SECTIONS FOOTING STEP DETAIL NTS PLACE VERTICAL STEEL ~ 2• 2• IN CELLS ON EACH , , SIDE OF THE CONTROL ~ ~ ~ ~ r-STOP HORIZONTAL JOINT r---,--,-,----\---,-,-~,---t,---,. / BARS -./// \/// '> / , / /. /,/ / / -) <'/ ll . ,., / -\ ' / ~ >~lj, / ---"''---'7·-_---_ -/ -------- •;! .• '.\ .(', /I~ ,. / / -•/···,' ,, /·• // / / /i : ',-~~-+"-,---!1 : \,.\-~~~~--,-'/ '-,1·~-+-, // /'/• 11111/X //,' //,I 1" MIN, _j \__ \ CAULKING ¼" PREMOLDED ' DEPTH (TYP.) EXPANSION JOINT FILLER EXPANSION JOINT DETAIL NTS .. ,. IN CELLS ON EACH . ·:i 2" PLACE VERTICAL STEEL ~ 2 .. SIDE OF THE CONTROL -'---'--r- JOINT / STOP HALF OF HORIZONTAL BAR,$ AT CONTROL JOINTS -+-n,----f-,-,-/7/--✓-1/I .·//_./ //\/ 10 //,I/ ,//,· . 1// \ ,, ./''>-..... /_ / ' / -..... ., / ,., • .{J_J / / ]' / - ., / - -/ / _/' ~· /~_---_,..,--/~~<1//½-1~./~'I RAKE MORTAR JOINT 1" MIN._j AND PLACE CAULKING (BOTH SIDES) CONTROL JOINT DETAIL NTS S100 't--_________________________ ..J.._ __________________________ ..;__ __ ,L_ _________________ __._,--r-r------------,--,-,-,-~====:::::===================~==::::::i ~ CITY OF CARLSBAD ~ "AS BUILT" RCE __ _ EXP,----DATE ,t---------------------t REVIEWED BY: INSPECTOR .DATE PREPARED BY: PENCO ENGINEERING INC. \6842 VON KARMAN AVENUE ~UlfE 150 IRVI E, CALIFORNIA 92606 9) /53t:'.;Y .,... . .,_,,,,;, GEORGE JURllA~CE C26564 Civil Engine,;riny Planning Surveyi}/~1✓~ . DATE SOILS ENG: LGC Valley, Inc. -S.D. 2420 GRAND A VENUE VISTA, CA 92081 PHONE: (661) 702-8474 FAX : (661) 702-8475 -_ t------t--+------------------t---+---t----+---1 ::_::~::::;:=6==='-c'=:=:::::E::::N::::G::::IN::::EE::R:::IN::::G:::::::::'D:=EP':::'A:::R:::TM:::E::N:::T==='-':~==6~ +---+-----,-----------------+---+-----,e------,---< RETAINING WALL IMPROVEMENTS STRUCTURAL DETAILS PREPARED FOR: - . . TOLL ARCHITECTURE AP=PR;;::cO:;c;VE:::;D~: /;~'L~-·~~JJ'.!''~~JC ~~' JA.SON }:1~:lf:,R5T 725 TOWN AND COUNTRY ROAD "" =--1-!>. _!! .,,., SUITE 500 ENGINEERING •ANAGER RCE 63912 EXPIRES 9/30/16 DATE ORANGE, CA 92868 1----+--,--+""/ll..._\ ______________ -+--+----l---+----I ~D";WN';=:;B::'Y:====;'-;===P=R=oJ=E=c=T=N=o=.==2';:D=R=A=W=IN=G=N=;O. PHONE: (714) 347-1300 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:~->~LJ--~.-CT 13-03 ! 477-6 FAX : (714) 835-9685 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: .IUL- - _J i: Ii I' I' Ii s 2 Ci) 2 C s: 1fl ::0 CJ ::0 § 2 Ci) 2 C s: IIJ m ::0 CJ ::0 § 2 Ci) 2 C s: OJ m ::0