Loading...
HomeMy WebLinkAboutDWG 455-3; CT 06-01; LAGUNA BREEZE CONDOMINIUMS; 01-04GENERAL 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 STANDARDS 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 PROMPT!_ Y 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 CERTIF/CA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERM/TTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPR/A TE SHEET OF THE PLANS AND T/Tf_E SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE /MMEDIA TEL Y SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRFCON$TRUCTION MEETING SHALL BF HB D AT Tl-IF SITE PRIOR TO Tl-IF BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTA T/VES 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 CONSTRUCT/ON. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON 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, LAW.SAND 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 PROTECTION 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 [$TARI l5ff[U RY TH£ CQNS1Rf/CVQN SAEFTY ORDERS nn F B 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 EXCAVA T/ON. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS W/ll CFA5f /MMWfAm 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, EAR-T/;/MOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED GRAD/IVG EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6 P ,'/)f:ACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPEW)ONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY Hf:!t{DA YS 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 7HE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WI-THOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE ANO LOCA T/ON OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCT/ON TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCA T/ONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORD/NA TE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1-800-422-4133 SDG&E 1-800-660-7343 PACIFIC BELL 1-800-892-0123 TIME WARNER CABLE 760-438-7741 COX COMMUN/CATIONS 760-806-9809 CITY OF CARLSBAD (STREETS AND STORM DRAIN) 760-434-2980 CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) 760-438-2722 IL ENGINEERING • l . ""' 760} 439-2866 ace 92054 .. ~ . STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R' VALUE TESTS AND THE ENGINEEREO STRUCWRAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. SPECIAL NOTES: CONTRACTOR COORDINATION ON EXISTING WATER AND SEWER PIPEIJNES THE CONTRACTOR SHALL COORDINATE w'ITH THE CITY OF CARLSBAD ALL w'□RK RELATING WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE 1PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS /)IRECTED BY THE CITY ENGINEER. TD THE EXISTING w'ATER AND SEw'ER PIPELINES A CONSTRUCTION SCHEDULE w'HICH DELINEATES DATES, TIMES AND PROCEDURES PERTINENT TD ,HE SHUT-D□w'N, CONNECTION TD DR THE ABANDONMENT OF EXISTING FACILITIES SHALL BE SUBMITTED TD THE DEPUTY CITY ENGINEER PRIOR TD THE START OF w'DRK. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUil i PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. ND w'DRK SHALL BE STARTED UNTIL w'RITTEN ACCEPTANCE BY THE DEPUTY CITY ENGINEER ON THE CONTRACTOR'S 'INTENDED SCHEDULE AND PROCEDURES HAVE BEEN RESPONDED TD BY THE CONTRACTOR, CITY INSPECTOR AND PUBLIC w'□RKS □PERA TIDNS MANAGER 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. OF THE w'ATER SYSTEM. w'ATER SERVICE SHUT-D□w'N SHALL BE LIMITED TD OCCUR w'ITHIN A 6-HDUR PERIOD EXTENDING FROM 9•00 AM TD 3•00 PM. SE'w'ER SHUT-D□w'N SHALL BE LIMITED TD 4-H□URS EXTENDING FROM 9•00 AM TD 3:30 PM. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED OEPTH IS LESS THAN 15 FEET ANO BACKFILLED WITH 3/4" ROCK PER SDRSD 5-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE 1ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR .STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED THE CONTRACTOR SHALL HAVE IN PLACE A CITY-APPROVED METHOD OF PROVIDING SERVICE TD THOSE RESIDENTS w'HERE SERVICE MUST BE INTERRUPTED FDR PERIODS OF TIME EXCEEDING 6 HOURS, w'RITTEN NOTICE SHALL BE GIVEN TD EACH HOME□w'NER OR RESIDENT AFFECTED BY ANY SHUT-D□w'N AT LEAST 5 w'□RKING DAYS IN ADVANCE THE SHUTD□w'N. WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF T/Tf_E 24, CALIFORNIA ADMINISTRA T/VE CODE ... ,>· •· · ·· · . 7. STREET ,TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M/9. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROV/OED TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME /- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON, LA TES EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVA T/ON PERMIT FROM THE DIVISION P.L. w A ~ V) 10' >--:t-' V) <l: w ft,, .... 5 X. STREEJ LIGHT STANDARD ""60' 30' 20' EXISTING AC PAVEMENT AND BASE MATERIAL :4,. 5 I £..Ar-J01cA?i:; 30' 201 EXISTING r- ' • =·· CURB AND GUT ,::.__-~t:::~-',~·~ ~,f' PROPOSED SIDEw'ALI< ~ PER S.D.R.S,D, G-7 PAVEMENT SECTION (MINIMUM STRUCTURAL SECTION _ 4" AC OVER f AB BASED ON T.I. OF 5) 10' P.L. w A ~ V) >-V) w ;,, EXISTIN SIDEw'AL r~~□~ED~~;~ TYPICAL SECTION -MADISON STREET IAl<l: C.VTre:I<'.. p,,R. NOT TD SCALE Qc.-7'. <;H-r. 2A OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL RCQ,l))Ocr,. --T"'O,::-•·Tli\C•rr-,.,-...\-r?':>,._L ..-n_,.,_i.'{') A""'.,o, = PROVISIONS OF THE STA TE CONSTRUCT/ON SAFETY ORDERS. Jr::~c:~T,-;;l'--.:t;:.:=L,>;:;;=: / lr-cl't~::i:i:•~vl'l;f.@/ lliiL.V~tN~ l J:,LJ~¥r:'~U!~ "'';'.::i .. i::TN IPF'UJ@~u_~ffiaf 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT ( I ,</f)E 'U!::z~tPTiiir;N.ID\,:bJEi~~itl \P N\A.IL.l~CE ~1![",Jb M~)A]~ SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED ,46(~! -f'Jtf"b<t) BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. , • 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT ~R.VIOL.l ~le>.s1£ C..tft tr Cij,f<'.. '.2Jl ~ ~ kS t-\eEDffi OF WAY PERMIT SHALL BE REQUIRED. ~ ?,~0'1~ C.~ 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCT/ON. (TELEPHONE NO. [760] 438-3891) WATER NOTES j 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN • ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEER/NG STANDARDS" (LA TEST EDITION) VOLUMES 2 & 3. STREET LEGEND JEFFERSON STREET 18] MADISON STREET LAGUNA DRIVE 18] [;] 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT moM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA T/ON AND SHALL PROVIDE PROOF OF OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. CITY OF OCEANSIDE 3. BEFORE ANY CONNECT/ON OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCT/ON, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION <\,1.-~ DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE \, "o~'<-~S PROVIDED -TELEPHONE NO. (760)438-3891. c,'0 ':0~~ ~~\~ 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, .,Y~~,_f:,'f):.::,\ ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO c,v ~'-' COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN c,'\ PERMISSION FROM THE DISTRICT ENGINEER. 78 CITY OF VISTA OF 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA THOD/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN AL TERNA T/VE FORM OF PROTECTION. SHEET INDEX 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING \ SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE I" AND ALL '· METER.S SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 13. CONSTRUCT/ON OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STA TE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" •. H.D. FOR C900. ' ,.,,---... .--.. . APPROVED THIS ISTl1E APfROVEPTE'.N'TA1lVE MAf/SITE PLAJII fO~ PROJl'!CT NO. CT 06·01 Pl:R CONDITION WO. 55 . Of Pl.ANNIN~ COMM1'9S10N lltSOLUTlON NO. ';fO~"f PACIFIC OCEAN CITY OF ENCINITAS VICINITY MAP LEML SOURCE OF TOPOGRAPHY SCALE: 1 "=50' TOPOGRAPHY SH □VN ON THESE PLANS VAS GENERATED BY FIELD AND AERIAL SURVEY METHODS FROM INF DR MA TI□N GATHERED ON JANUARY 31, 2005 BY MELCHI□ R LAND SURVEYING. TOPOGRAPHY SH □VN HEREON CONFORMS TD NATI□NAL MAP ACCURACY STANDARDS, PROJECT LOCATION THIS PROJECT IS LOCATED VITHIN ASSESSORS PARCEL NUMBER(S) APN: 203-110-42 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS, N 365, E 1664 ELEVATl□N• 20.04 DA TUM• YtAVD Z9 ---------.,,...., ~~ TE MAP I I I .. ~ ~J-\ 153 \', 06/30/2016 ~" f / C IV\\. /4.;i>/) FC!\\.~ 1. CARLSBAD MUNICIPAL CODE 2, CITY □ F CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4, DESIGN REVIEV BOARD (CT 06-01) RES□LUTI□ N ND. 316, DATED NOV. 13, 2006 5. THE STANDARD SPECIF!CA TI □NS FDR PUBLIC V □RKS C □NSTRUCTl □ N (GREEN BOOK). 6. S □ILS REPORT AND REC□MMENDATI □NS BY VINJE & MIDDLETON ENGINEERING, INC. DATED OCTOBER 25, 2007, JOB ND. 07-334-P 7. THE SAN DIEGO REG!□NAL STANDARD DRAVINGS AND AS MAY BE MODIFIED BY THE CITY □F CARLSBAD STANDARDS, 8, COASTAL DEVELOPMENT PERMIT: NIA ., 9. STORM VATER P □LUTl□N PREVENTI □ N PLAN (SVPPP 08-17) BY AQUATERRA ENGINEERING INC., D\TE: □CT 21, 2008 10. STORM VATER MANAGEMENT PLAN (SVMP 08-17) BY AQUATERRA ENGINEERING INC., DATE• OCT 20, 2008 11. CALIFORNIA STORM VATER QUALITY ASS □CIATI□ N BMP CDNSTRUCTI□ N HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL LEGEND THE QUANTITIES LISTED BEL□w' ARE PROVIDED FDR REFERENCE ONLY AND DOES NOT RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE QUANTITIES AND COSTS ASSOCIATED w'ITH THE IMPROVEMENTS REQUIRED FDR THIS PROJECT. DESCRIPTI□N DVG,N □. AC PAVEMENT -4' AC/ 4' ClASS II BASE OR AS SPECIFIED BY GEOTECHNICAL ENGINEER CONCRETE CURB AND Gl/TTER S.D.R.S.D. G-2 (TYPE G) CONCRETE SIDEWALK S.D.R.S.D. G-7, G-9, G-10 .. . ' PEDESTRIAN RAMP S.D.R.S.D. G-27 (J(JJ!tk CONCRETE DRIVEWAY S.D.R.S.D. G-14B .. DIKES-ASPHALT CONCRETE S.0,R.S.D. G-•3 (TYPE A) SYMBOL ~n"r1rnm-1z1 uLflLJ_[h_L , -" •... ~ v ~ (',;;;,-,;.S;.;T□_.R,M..;D~R.:;,,A:;,:IN.;...;_P;:;,IP,,::.E:.....::_<P.::_U:.BL:,:l~C:._) --._,---,,,,.---.--~·R,;\;::_D·_.:;D~:_6:_:0-./ ,.------~ =~~~~~~=-ccc=--= CURB INLET (T;Y;.P..::E...:B:..-.;:1):.-__ ,.,,,...--.......__--...,,,__s_,D_.R.S.D/._D_-_2.....,_ ___ --[? ill l_'BACK FLOW INSTALIATION SlDEw' ALK UNDERDRAIN 1" WATER SERVICE CONNECTION (DOMESTIC) 1' WATER SERVICE CONNECTION (IRRIGATION) FIRE HYDRANT SEWER lATERAL WITH CLEANOUT AC OVERlAY TRENCH RESURFACING STOP SIGNS STOP BAR / UMrT UNE STOP BAR / UMIT UNE C,M,V,D, Dw'G. V-20 S.D.R.S,D. D-27 C.M.W.D. DWG. W-3 C.M.W.D. DWG. W-3 C.M.W.D. DWG. W-12 --~ifil}=-,,.... :-------✓ CITY OF CARLSBAD DWG. S-7 ~ xxxSoooo LSBAD STD. DWD, GS-25 itJ ~ CALTRANS STD. PlAN RS2 ---CALTRANS STD. PlAN A24E CALTRANS STD. PlAN A24D STOP BASIS OF BEARINGS QUANTITY 2."14 L.F. ; 111 ~ S.F. 1 EACH 217 S.F. L.F. 27 L.F. EACH 2 EACH @) 1 EACH 1 EACH 5 EACH 3,5) S.F. /°"7L.F. 1 EACH 1 EACH 1 EACH APPLICANT AND OWNER RUDY ZAVALANI 4516 SALISBURY DRIVE CARLSBAD, CA 92010 TELE, 760-729-7598 THE BASIS OF BEARINGS FDR THIS PLAN IS THE CALIFORNIA COORDINATE SYSTEM ZONE 6, EPOCH 1999,92, MEASUREMENTS TD G.P.S. STATION ND. •121• AND G.P.S. STATION ND. "122' PER RDS 1727. ('-_/'-·...__..., SHEET INDEX I TITLE SHEET, NOTES 2 LAGUNA DRIVE PLAN AND PROFILE 3 MADISON STREET PLAN AND PROFILE I.E. NOi '03'08'\v' REFERENCE DRAWINGS RECORD OF SURVEY ND. 2816 CARLSBAD DRAVING NUMBER 153-9 (SHEET 3) CARLSBAD DRAVING NUMBER 140c:6 (SHEET D CARLSBAD DRAVING NUMBER 141-7 (SHEET 2) CARLSBAD DRAVING NUMBER 455-3A L.l® rlJ..t:K ~1'.T,Nl.4 ~- Cl55'S Cd~~f:"".>EE. A....,E"ili)E, ~ m:,u;c =,~ 'VI~ , d\ 't2.L1? I _ . I ~5,e., 5fi7-~D?D 'K-\bkl£ . 85a ·!ii!n-9.."1~ f+.',( . ~~L"1t'.-O,I-\E:T CITY OF CARLSBAD FIRE DEPARTMENT 11 AS BUIL T 11 REQUIREMENTS '•··----------_ _J--~-NO. OF F.H._1_ F.FLOW 2250 G.P.M. OUT OF _LF.H. ,---------------------! BLD SPRINKLED@)'No ... F.FLOW 1500 G.P.M. CARLSBAD MUNICIPAL WATER DISTRICT P.E. 'lB Is-EXP. 6-30·16 DATE U,./~ -S/tL/07 DAVID A. HAUSER DATE. DEPUTY CITY ENGINEER R.C.E. 33081 EXP. 6/30/10 Dl>:TE &~~ INSPECTOR JdJ /11.p DATE 1---+--+---------c--------j-----j-----t----t-----J I SH El ET I CITY OF CARLS BAD I SHE4ETS I ENGINEERING DEPARTMENT ;==~==========-=== 'I. ~ DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: LAGUNA BREEZE CONDOMINIUMS RP 14-/0 APPROVED: DA R 5(,2./0, DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30 10 DA TE DWN BY: CHKD BY:~ RVWD BY:~ PROJECT NO. CT 06-01 DRAWING NO. 455-3 ro C, .... lf) C, .... (\J -w >-<[ A ,_ □ _j n_ SECTION: MADISON STREET SECTION @ STA 1 +95.34 SCAL£: HORZ. 1'=10', VERf. 1'=4' IE]SECTION; MADISON STREET SECTION @ STA 2+00.00 SCAI..£: HORZ. 1'=10', VERT. 1'=4' [JSECTION: MA_DlS.ON _STR£ET.SECTION @ STA 2+25.00 SCALE; HORZ. 1"=10', VERT. 1"=4' I [)]SECTION: MADISON STREET SECTION -@ STA 2+50.00 SCALE: HORZ. 1'=10', VERf. 1'=4' EXISTING GRADE ~ ~ _/ ______ ~ WI I I ::I/,.. .~ ~f-----11,00'----.::;J II gj' tf5 ~I zl <I> f:51 ~ I :;ii ;/ ut I I I ;z;, .... , ""'' u' S=-(0.1 1% i3:.._-;:;i';' µwz~' ~~_w..! -----,i---~---~ i ~ ~ ~ l* EXISTI d 1~ ,,.. ~ I~ PA'IEMENT ~!12 ij ' a IE] SECTION: MADISON STREET SECTION @ STA 2+75.00 SCAI..£: HORZ. 1'=10', VERT, 1"=4' 0 UNIT NO. STA IE: AT MAIN 1 5+95 .36.29 2 6+.3.3 .37.2.3 .3 6+6.3 .37.96 4 6+87 .38.58 51 50 49 48 +7 46 45 44 43 ----· 42 41 40 5+80 SCALE: 1 "= 1 o' 10' 20' JO' SCALE: 1"= 10' SEWER LATERAL TABLE IE: OF LAT IE: AT PL SLOPE: FG E:LE:V AT MAIN AT PL COVE:R AT ft .37.59 .38.19 2.00% 4.3. 5.3 4.99' .38.5.3 .39.1.3 2.00% 44.85 5 . .37' .39.26 .39,86 2.00% 45.91 5.70' 39.88 40.48 2.00% 46.77 5.94' . - ~ "' ~ EXIS NG PAV MENT i I,.,... 0 li5 1 ' _, Al --l£RU i e--.. -----~ 8 :( I.:!-<b iS---____ .. -----~· g ; ;j; ig __ .l ----~ -----~-' ' •, I 1----------+ !f! ____ ---1-----.... ----~ " t------------- Pi OF!i [: ( ENT ~RL!i '[ -LA ;uN, DR VE ""' ~-HOR 7.=10'_ \IERT. 1 =4' 5+90 6+00 6+10 6+20 6+30 6+40 6+50 6+60 6+70 --' -TOP OF CURB I I = - ~ ~ I -- ---=-~ £XI Q I<) 0 0) ,3,4.a% -- 'I' e ·-··---• -T GROUND ,:i + 1...: ""! <o . 'f Af ~ "1 0) - 0) f<) ~ ~ --i~--------i~-- f<) f<) '-, "1 ~--"'-i:x1sT .30" RCP SD f<1 \;' "' '----PER DWG 15.3-9 f<1 C +. ~ -,.,ROF/[F: TOP -OJF C[JR: ~ •l= ' . . LAGUNA DRIVE: SCALE. HOR. 1 + Lu + I') "1 -<o !al EXIST 10" VCP SD 0 f<) Cl <o C + Lu 51 50 . ·- .. 49 C §' I f 48 ~ ,!, r 12 47 ----· ---12 -~----<.C --------46. ___ ... 45 44 . 43 42 41 40 6+80 6+90 7+00 Pl ST, · R./..Rn Pl £L£ 46.28 10' VG ~ ai- G1 ;;;3_ 48%, "G2=4:11% g}-- <J, 0 -Cl 0) Cl 0 ~ "1 0 !:::=... __ -Cl '1--"''Ii- -~ <o ~~-~-+ ~ a, ' '1-----" '1--~~- +. __ i, c,,_ ---1--.-s <o <o =--r-~ ~ -4:11 % - (tf --··-··---L,J . - ... ~ ~- . - .. ,- ... ~ . .. ·-~- ----~ [A.GONA DRIVE ... I-- [ ,---" ' ' - 0 "-Cl~ (EXIST SMH1 ~ - <o - PER DWG 141-7 ~--S.----r:tv-=------/----Siir1------.------.--------¥'J4--,-----"--:=--~'.-----~y-ffi--,~~--+--;-T""--tSll1--,=-:------';;--_Jr;__;..... __ .., 14 14 <o - ti L EX/ST, 6" W1R ttj EXIST £DG£ PER ore 141-7 ~ -----, n\ ~ '"·>•-i ·• ' i.i•;cci L --, \\ • J::: i ,::?-;,:-,,-~/j\1.; REQUIRED TREATMENT CONTROL BMP TABLE I "DECLARATION OF RESPONSIBLE CHARGE" DESCRIPTION P£RM£ABL£ CONCRETE GUTTER QUANTITY 170 S.F. I HEREBY D£LCAR£ THAT I AM TH£ £NGIN££R OF WORK FOR THIS PROJECT, THAT I HA VE £X£RC/S£D RESPONSIBLE CHARGE OF TH£ DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF TH£ BUSINESS AND PROFESSIONS COD£, AND THAT TH£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY TH£ CITY OF CARLSBAD DOES NOT RELIEVE M£, AS £NGIN££R OF WORK, OF MY R£SPONSIBIL/Tl£S FOR PROJECT DESIGN. 8 __.;q-~i:-~:--~-::-:~:--:----r~ ~. ~ a:: . /: ' . 'Q: o, : ' ' . . . . _;" • ---" _. (b0~J;:~~y0/:i s.~fs~~~ e:, ·/ -.. )r ~·: L -----;.'• ·•~ ". --· ·, --·<:; -: • •• -----• (D PAVEMOO SECWN (MINIMUM SJRUC1UR,IJ., SECTION ' s ~ ~. · £X. R/W - -4 AC OVER 4' AB BAS8l ON T.L Of 5) /~ - © ~~~~£~!ll!c~~J 0l#h '~£Wti1H1Js 1~o~~R~~/8') ( i-i<'52L---'.: ..... (D 5' CONCR£lf SIOCWMJ< PER S.D.R.S.D. G-7 GUTTER PER D£T THIS PAGE (V CONCRETE PIPE COUAR PER S.O.R.S.D. 0-62 @ 8-1 CURB INU:J S.D.R.S.D. D-2 (L=l0') (j) P£DES1RIAN fWAP PER S.D.R.S.O. C-27 0YPE A) @ 18' RCP STORM DR,!JN BACK fll.l PER S.D.R.S.D. D-60 ® EX. IJTIUlY POLE ANO GUY WIRE TO BE REMOVED WITH CONVERSION Of ftERIAL UNF.S TO UNOERCROUND CONOUff ' . EXISTIMJ AC PA 'IEJENt --/lllDTH VARIES) - PLAN: LAGUNA DRIVE SCALE:: 1"=10' r .a.ENI GR4VEL 6" ai«:Rm WlB PER S(R3[). Q~1 ·.1">~1eu--,:u.f· .. ·*.f~ ·a;,;.:f ,· ,,:->'.· ,.~ .•• ,.,\., , •••• '' .•. " 4 .• . ·"' SYMBOL LEGEND QFSCRIPIJQN SYMBOL ELEVATION, TOP OF-FOOTIN---_TWTF ELEVATION, TOP OF WALL ELEVATION, TOP OF CURB:_-::__-::__:_-::__-_-TC ELEVATION, TOP OF BERM -:----TB ELEVATION, FINISH SURFACE ___ fS ELEVATION, FINISH GRADE ____ fG ELEVATION, TOP Of GRATE ____ TG ELEVATION, HIGH POINT ___ HP -------------------------------·-----------·--1·----1----,.,,-, --LANDMARK CONSULTING ------j-----t----+--1----1-----t-----:/· ,i-----,---9555 GENES££ AVENUE, SUIT£ 200 @) )A;iRRIGATION M£J£R (IRRIGATION PfAK FLOW = 12.6 G.'1/IJIN.) @ 4' SEWER Sffi'llCE LATERALS PER CAALSBAD DWG. S-7 VI(l,6 Ll/'61 "{j,/ .SIIES .LIIER. ~ Tl£ BOTITJI. TO ALLCM. Jlf'IL Tf!A TirJI INTO NATM: SOILS ELEVATION, LOW POINT ___ LP ELEVATION, FLOW LINE ~---FL ELEVATION, FINISHED FLOOR:-:-:c::::---ff ELEVATION, TOP OF STRUCTURE_ TOP ELEVATION, INVERT ELEVATION _:-:-::clE ELEVATION, EXISTING _---(950.50) ELEVATION, PROPOSED=-=---950.50 PROFILE: STORM DRAIN SCALE:: HOR: 1"=10', VE:RT: 1"=4' L NDMARK CONSUL.TING Planning EnginBsring Surveying 9555 Genesee Avenue, Suite 200 San Diego, CA 92121, (858) 587-8070 SAN DIEGO, CA 92121 (858)587-8070 BY: MARK A. BR£NCICK DAT£: r,,(,v,,/vc; R.C,£. NO.: 48153 R£GISTRA TION EXPIRATION DAT£: 06/30/16 "ASSUMPTION OF RESPONSIBLE CHARGE" AS OF _ff,(t.,'1,_.,./_iq ___ , I HEREBY ASSUM£ RESPONSIBLE CHARGE FOR THIS DRAWING. r--:~· R.C.£. NO.: 48153 EXPIRATION DAT£: 06/30/16 MARK A. BR£NCICK LANDMARK CONSULTING 9555 G£N£S££ A VENUE, SUIT£ 200 SAN DIEGO, CA 92121 (858)587-8070 @ 6' CHECK VN.~ OEJECTOR ASSEMBLY PER C.M.W.O. DWG. W-22 @ AC Dl1<£ (T!'PE A) PER S.D.R.S.D, G--S @ TRENCH R£SURFACIING PER CARlSBAO S!O. DWG. GS-25 @ REl.s?iV f!STING "NO PARKING" TO IN BACK Of BERM SE£ @) GRIND EX. PA\IEMOO Willi NEW AC O'ltRlAY fOR SMOOrn 1RANSITION @) t' BACK FLOW INSTAUATION PER C.M.W .. O. DWG. W-20 no\ SIDEWAU< UNDERDRAINPIPE PER S.O.R.S.D, 0--27 'tV 1" @ 9feL OOMfSllC "WATER METERS @ flRE HYOAANT PER C.M.W.D. W-6 @ CORNER SIGHT LINE @ 6' PVC flRE Sl'RJNKLER SERVICf, AWIIA C-900, CLASS 150 ~ 111\lilER GOOGE htYIIF0~ PER Ol!J11dL V 811 8111!£ d @ STRE~lJ()ffTII si:ifAR8 ~ s.~~o. E-1 MD 887~ ~ ~~8 80WAf01i i, ii~ 1~18~ 8'8P ~BAD M llONS) NATIVE soil. DETAIL: CONCRETE CURB AND PERVIOUS GUTTER SCALE::NTS LANDMARK CONSUL TING, INC. 9555 GENES££ A VENUE, SUIT£ 200 SAN DIEGO CA, 92121 858-587-8070 PHONE 858-587-8750 FAX MARK@i..MCO.N£T '' DETAIL REFERENCE ~ETAIL LABEL \_]j(;,HEET NO. "AS BUil T" ~ "114------~, RCE 4Bl5"3 EXP. 6-~-11, INSPECTOR S'-211--16 DATE DATE ® STOP SIGN PER C.M.U.T.C.O. SYMBOL 'RI-I' WITH SIR£Ef .~--,--,------------,----'-,--,---,--.-1=====-"1 ~~c~r=T==-=y:;:::.=o:;:::.=F::::;....=---.=c:;:::.A:==R==-=1~s;;.B;;:::.A==n=--,=-=1 =sH=EE=T=s~I NJOVf. PER CITY Of CARLS!lAD R£QUIREMENIS 1------i~---+--------------------t-------t---t----ir--.----i . ENGINEERING DEPARTMENT 4 @ 1" WA T£R SERVICE CONNECTION :=::::::::~,=:::::=:=:=:::::::;:;::;::=======:'....:::==~ PER C.M. W.D. W-.3 IMPROVEMENT PLANS FOR: @4" WHIT£ S1R/PIING @EXIST WTR SVC TO REMAIN. MTR TO 8£ RELOCATED IN FRONT OF SIDEWALK 12 23 14 MAB CHANG£ £NGIN££R OF WORK ADDED "D£CLARA TION OF RESPONSIBLE CHARGE" ADDED "ASSUMPTION OF RESPONSIBLE CHARGE" LAGUNA BRHlH:ZE CONDOMINIUMS PLAN AND PROFILE BENCHMARK PR. SEW!:"R LATERAL PR. WATER SERVICE ADDED CONSTRUCTION NOTE REVISED S£W!:R APPROVED: DESCRIPTION: A STANDARD DISC STAMPED "oc 155, 1968" LOCA T/ON: IN CONG BAS£ OF A T&SF RR SWITCH BOX. 0.1 Ml NORTH OF BRIDGE OVERCROSSING OF CARLSBAD BLVD ELEVATION: --~2=0-.0~4~----DATUM: NGVD 29 LATERAL TABLE DA TE IN117AL ENGINEER OF WORK REVISION DESCRIPTION DATE IN117AL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: M.A.B. PROJECT NO. I DRAWING NO. 2~~g ~r--CT 06-01 . 55-3 I I I I I I il ~ i " j i il r I I I I I I I I ! !a 'ii I ; ii I I I 48 w "' 47 ~ W WO 37 <( IL P OF! £: OU £ ST GU D !VE AND MA oc m I-::, ,.,, "' :;,: I- ... :;,: I- <.!) Sccl.9 48 47 46 45 44 43 42 41 40 39 38 37 46 45 44 - 43 .. ---~--42 ----------s~1.n• 41 '° = ---------1--------1-------------·--------~' S 1.9% S 1.9% g a, 0 -"l 0 -<D "' d N r-- "'~, u, 46 ":, d 0 ~ ----------~----._. I ·+ 45 ,-, L .,,_ <nzl "-W I EX. DRIVEW y S= Ml: 44 --, ( ,,,3_3% p YEMEN S 2 0% -- n'l!'. --r --43 --w 0 ..tw ~~ )._ ~ 0 0 "' \ "' 42 0 N:,<OC w 0 ~ "'"' ZI-<.!>Zw ,.,, ~ "' ;1, Oz ~o~ c-,io zw0 ,!; "!:! 41 r--FW F ::a <C ''""' .... 36 35 ---S ALE: H RZ. 1" 1 O', VE -u•~ ' --+----+--,•1~~---1'-GtJ= R--ll---+----+~---+ DEPR SSION 36 40 ~ N + :;,: § ::;: ;:!,j ~ ~ N m,'\-t-='UU.:-+ ~<.!) "-N I-0 1-<C z~ <n<Co Q_ 40 +::::, <C<( "-o w;::': 34 33 i 0£64'P1lal QllAAIT~ PE.e.MGJAE c.ulc.tere uit.lr(ee,. ~-44 ~f. SYMBOL LEGEND DESCRIPTION SYMBOL ELEVATION, TOP OF FOOTIN~ __ TF ELEVATION, TOP OF WALL ____ TW ELEVATION, TOP OF CURB ____ TC ELEVATION, TOP OF BERM ____ TB ELEVATION, FINISH SURFACE ___ FS ELEVATION, FINISH GRADE ____ FG ELEVATION, TOP OF GRATE ____ TG ELEVATION, HIGH POINT ____ HP ELEVATION, LOW POINT ____ LP ELEVATION, FLOW LINE ____ FL ELEVATION, FINISHED FLOQ, ____ FF ELEVATION, TOP OF STRUCTURE __ TOP ELEVATION, INVERT ELEVATION __ IE ELEVATION, EXISTING ____ (950.50) ELEVATION, PROPOSED ____ 950.50 DETAIL REFERENCE ~DETAIL LABEL '\]_)(jSHEET NO. SET TOR DRAI PRO IL£ N SH ET 2 35 34 33 -~ "<.!>Z fl': IL zO x 39 ·~ ( PRO/ /LE: £AS -ERL y C 'RB A AD/.C ON GTRE ET <3 wt;S w 39 -w 1 ICALE: IORZ. 1 =10', v ::::RT. 1 "= ,4' a,-<( 38 38 37 37 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 44 ~ ~ EXI TING PA MENT 44 t.:i <e GR DE AT ENJERLI E ::i.~~~ -------------43 f--43+---+--~l'=>'c------\--+----+---l---+---+--+--l--+----+--+---+---+--+----\--+----+--+---+---+--+-f-----\--+-'---'--=+=---+---+---+-~=J-----\--+---f---k-ft:c. ~,J---+--r===¼-!""="""2·4%'-'"''---r==EF=---+--t--+----l--+---+---t-'-'---/ 42 ~ :5 =(0.8% ----S':..(Q,!)_ .=l<l:~% ---------------::(1~1% ----------S -------------o )2 ;;t; 42 / 1-----4--+1 ---+----+--+---_-_-_-+----_-_-_-+----_-_--+----_-_---+---_-_-_--+----_-_-_,__--_-_-_-+----_-_-+------_--+----_-_-_-1-------_-+----_-_--+-------_--+---_-_-_-+----+----_-_-_-,_ __ , __ '<f-~G ~--L---+---1--+--0Q+~ss.--+--J---+-----\---'g,?! . ..c:;...• -+---+--+----+-~ ~ ~ 41 40 q~ ui~00 ·~ ui'"'t ~-----+c.n N 40 8i ~V)O-----N.__ +en NLL 39 + (/) ,,_. LL ct f'.2 ct [:2 N LL 39 l----+--+-~-~,-1..,_-----I----+-----+----+ --+--+---+--+---+----,'---+---+--+---+--+---+----\'---+---+'----'-''t-'=~-+--+---+----\'--'--0 f-==---+--+---+--t----+--i'---+---l--+---+--t----+----i---t---+--+---+--J--+----i--+----J ~ ~ 37 -MA 37 36 ERT. 1' 36 ~ ~ 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 / I I I I / I I / /: I I I I / I / / SEE PAVEMENT MARKING AND SIGNAGE IMPROVEMENTS ON SHEET 4 -------------- STREET LINEAR DAT A NUMBER DIRECTION LI N 33'58'01' 'vi STREET CURVE DATA DISTANCE 98.34' l _.l I DESCRIPTION 6' CURB & GUTTER, S.D,R,S.D, G-2 NUMBER DELTA ANGLE RADIUS ARC LENGTH DESCRIP'tl□N I ---------------------~ I I I I I ~LAN: MADISON ~TREET ~ SCALE: HORZ.=10 STORM DRAIN LINEAR DATA 1 NUMBER DIRECTION DISTANCE DESCRIPTION LIO N 33'20'08' 'vi i,.10' 18' RC PIPE (2000-Dl Cl 124'38'02' 30,00' 65.26' 6' CURB & GUTTER, S,D,R.S.D. G-2 EXISTING CURB LINE _______ EXISTING RIGHT OF WAY LINE,f_______________________________ ! __ I LEGEND CONCRETE DRIVEWAY P~R S.D.R.S.D. G-14 8 PAVEMENT 5£t;.THlt\ {1'liltt,IUM STRUCTURAL SECTION ·-· . 4" o'iar,,4•·.,.a[JASED.QN J.I. ~ 5) · • ,,1 Q) CD!IJC!l£1E Cl.IA& A.~O fl:lf.\llOUSet~ ~~'1 . . ----. --: si\E£r 2A • © s' c.oMC.icere. 5,~wllW< Pe-~efl'/ EN<!:>""~ 1 / ~ QES'1i,.1 . 0 1'-' • ' 1 ® (J) B-1 CURB INLET• S.D.R.S.D. D-2 (L=10') . ' ' PEDESTRIAN RAMP Pfll. 5,D. -JZ.. S,_D. G,-l'I CTVY£ /l @ 18" RCP STOR~ DRAIN BACK FlLL PER S.D.R.S.D, 0-60 @ EX. UTILITY POLE AND GUY WIRE TO BE REMOVED WITH CONVERSION OF' AERIAL LINES TO UNDERGROUND CONDUIT @)1','.iRRIGATION METER (IRRIGATION PEAK FLOW = 12.6 GAL/MIN.) @ 4" SEWER SERVICE LATERALS PER CARLSBAD DWG. S-7 @ AC DIKE (TYPE A) PER S.D.R.S.D. G-5 @ TRENCH RESURFACIING PER CARLSBAD STD. DWG. GJ"25 ;'/ @ RliWCOrli @t;la:rl►lb "►IQ AA~: .l~l(t W IH QASI( QF BERM SEE 1Sll(;E+ 4, @ GRIND EX. PAVEMENT WITH NEW AC OVERLAY FOR SMOOTH TRANSITION @ 1' BACK FLOW INSTAUATION PER C.M.W .. D. DWG. W-20 - @ SIDEWALi< UNDERDRAINPIPE PER S.D.R.S.D. D-27 0 , / '.1 DOMESTIC WATER METERS @ FlRE HYDRANT PER C.M.W.D. W-6 I ~-------,------------// AS BUIL T11 V'--------1 s--2.1-1~ P.E. 481~3 EXP. 6-30 -\b DATE INSPECTOR -DATE CITY OF CARLSBAD I SHE4ETS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: LAGUNA BREEZE CONDOMINIUMS MADISON STREET PLAN AND PROFILE ro D ', lf) 0 ', (\J - I t . r-·- SYMBOL LEGEND . DESCRIPTION SYMBOL ELEVATION, TOP OF FOOTIN~ __ TF ELEVATION, TOP OF WALL ____ TV/ ELEVATION, TOP OF CURB ___ TC ELEVATION, TOP OF BERM ___ TB ELEVATION, FINISH SURFAC[ ___ FS ELEVATION, FINISH GRADE ____ FG ELEVATION, TOP OF GRATE ___ TG ELEVATION, HIGH POINT ____ HP ELEVATION, LOW POINT ___ LP ELEVATION, FLOW LINE ____ FL ELEVATION, FINISHED FLOO,~ __ FF ELEVATION, TOP OF STRUCTURE __ TOP ELEVATION, INVERT ELEVATION __ IE ELEVATION, EXISTING ____ (950.50) ELEVATION, PROPOSED ___ 950.50 DETAIL REFERENCE fl:ZS:\DETAIL LABEL \l.J(_;SHEET NO. I I 0 0 g + ~ I I I -I I I I I I I I I I I I I I I I I EXISflNG--RfW-€ElfFER~INIINEc--- I I I I I I / I I I I I I I I I / I I I I I I I I I I I I I RADIUS~50' EXISTIN PRIVATE DRIVE AY I --------------------- / I / / I I I I I I I I EXISTIN PRIVATE DRIVE AY I ----- I I I I CONSTRUCTTON LEGEND @) STOP SIGN PER C.M.U.T.C.D. SYMBOL "R1-1" WITH STREET NAME ABOVE PER CITY OF CARLSBAD REQUIREMENTS @ "STOP" PAVEMENT MARKING PER CALTRANS STD. PlAN A24D AND C.M.U.T.C.D. FIGURE 3B-20 (PAGE 3B-61) @) "UMIT UNE" PAVEMENT MARKING PER CALTRANS STD. PlAN A24E.AND C.M.U.T.C.D. SECTION 3B.16 @) PAVEMENT CENTERUNE STRIPING PER C.M.U.T.C.D. FIGURE 3A-104, DETAIL 21 0 0 ci N NEW CURB LINE EXISTING PRI ATE DRIVEWAY MADISON STREET EXISTING CURB LINE STREET PAVEMENT STRIPING AND SIGNAGE PLAN SCALE: HORZ.=1 O' 0 0 ci N SIGNING AND STRIPING NOTES I. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING, 2, SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TD THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHII A'S MUTCD 2003 REVISl□Nl, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATI □NS <JULY 2006 DR LATEST VERSI□N THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3, 4. 5, 6. ALL SIGNING AND STRIPING IS SUBJECT TD THE APPROVAL OF THE PUBLIC 1/0RKS DIRECTOR DR HIS REPRESENTATIVE, PRI□R TO INSTALLATION. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF \/ORK AND PUBLIC 1/DRKS DIRECTOR PRI □R TO ANY CHANGE IN THE FIELD. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICA TI□NS. STRIPING SHALL BE REPAINTED T\o/D \/EEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY DR EQUAL), PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKINGS \/!THIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT \/ILL BE RESTORED TD A 'LIKE NEIi' CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC 1/DRKS DIRECTOR DR HIS REPRESENTATIVE PRIOR TO INST ALLA TI□N, 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PR□MPTL Y REMOVED BY THE CONTRACTOR, 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OFTHE CALTRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSIIALKS SHALL BE FIELD LOCATED. CROSSIIALKS SHALL HAVE 10' INSIDE DIMENSI□N UNLESS □THERIIISE SPECIFIED. 11. ALL CROSS\IALKS, LIMIT LINES, STOP BARS, PAVEMENT ARRO\IS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS □THER\IISE SPECIFIED, 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES <FHIIA'S MUTCD 2003 REVISl□Nl, AS AMENDED FDR USE IN CALIFORNIA) AND SAN DIEGO REGI□NAL STANDARD DRAIIING M-19. 13, ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELL □\/, 14, ALL SIGNS SHALL BE STANDARD SIZE AS SHO\IN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHIIA'S MUTCD 2003 REVISI□Nl, AS AMENDED FDR USE IN CALIFORNIA) UNLESS OTHER\IISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING \/ITH BREAKAIIAY BASE PER SAN DIEGO REGIONAL STANDARD DRAIIING M-45. 16. \/HEN A SIGN IS A TT ACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET \/ITH STRAPS. 17, EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC 1/DRKS YARD AT 405 □AK AVENUE. 18. ALL SIGNS SHO\IN ON THESE PLANS SHALL BE NEIi SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHDIIN AS EXISTING TD BE RELDCA TED DR TO REMAIN. 19, <IF NECESSARY) \/HERE R4-7 SIGN AND □Ml-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FD□ T \/IDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18'X24' AND THE □Ml-3 OBJECT MARKER SHALL BE 12'Xl2' -----EXISflNB R:/W eENlERtlNE - ___ I_ 11 AS BUIL T 11 fl\,.~ S'-2t·JE, P.E.18\5°3 EXP. f,-3Q-IE, DATE REV!Evl~ &,· INSPECTOR DATE I SH~ET I CITY OF CARLSBAD I SHE4ETS I ENGINEERING DEPARTMENT ~--........:::::=~::::=::::::_ _________ ==.:.....--,----,---...---....-----1 IMPROVEMENT PLANS FOR: LAGUNA BREEZE CONDOMINIUMS 0) 0 -v~~-------fil i BENCH MARK ~ MADISON STREET PAVEMENT STRIPING AND 1----+---+-------------+---+---+---+---1 SIGNAGE PLAN f)tSCRl/'TtON, A STAlvDARD DISC STAMPEO "oC 155 1368''' ~/,-z/o, ~ LOCATION: IN CONC BASe OF-AT&S,, BB: S.WrTCH aox Q I Ml 1'2./t'.S ' ~ ia.t'41..iEBZ. ~\Jl>el< /6 '!> /31', DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30 10 D'A TE' ~ WOR,H CF BRlbG"E OVE.fi!.Cf/.OSSIN6 OF-CA/il.l.SBAD. 81..Jj.{), ::::~~~~::~~~~-·-,;,c--=--'---''-=e"'-Drll-'-"-'--"-'E"C..1''--'J'--~-'---'---=-5..c1c..9&_M_'Af.-c...c.c/<.c.._ __ l--_---! __ -+---+----I DWN BY· GI I I PROJECT NO. I DRAWING NO. "' DATE INlllAL DATE INlllAL DATE INITIAL 1- L.-------------------------------------------------------------------------==~~t.al.:::A:~~:::;;;;;;;:~;;;:::Z~O=.=Q4:::;;:=::::;::::::;:;::•~:~D~~,.1l»,l,oliiiil; ~m=V=D;;;;;;;Z~9=·~~~-~~IE~N~G-l~N-E:E~R:-O•F~W~O-R:K;L_ ___ R_[_V_IS•l•Q•N-D•[•S•C•R•IP•T•l•Q•N----J.:.Olli=ER~A:P~PR:O;VA:L..L~C~IT~Y~A:P~PR:O~VA:LJ.:~~~~~~;g;~~~~:;::;:::;'~~~C~T~;Q;6;;;;;;~Q~l~~~4~5;;;;;5;-~3~~i liJ Ct/Mtte Gt,/41Nffl1-!lf'-WO/#, .l8t..rJC,l'fTG-P/IV' .Uit.u.t~ 7 I 1>15 Vfl.k..