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HomeMy WebLinkAboutDWG 483-4; CT 12-01; MILES PACIFIC SUBDIVISION; 01-06GENERAL 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. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED OUR/NG 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 CERT/FICA 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 VII 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 APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE Cl TY EN!j/NEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BU/LT 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 STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE 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 ENGINEER/NG INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRIICTION MFFTING SHAil BF HFI Q AT THF SITF PRIOR TO THF 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) 4J8-J891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEER/NG 24-HOUR INSPECTION REQUEST LINE AT (760) 4J8-J891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THF DAY BFFORF TH£ INSPECVON IS NFFQFO 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, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE 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 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 ESTABI ISHEO BY THE CONSTRUCTION SAEETY ORDERS TIT! E B CAI IFQRNIA 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 DUR/NG CONSTRUCTION oPfRATIONS Will CEASE IMMEDIATFI 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 ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA YS. (A LIST OF CITY HOLIOA 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 THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURES ANO FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLEO 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 ANO UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4/JJ SOG&E (800)660-7343 PACIFIC BELL (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAO(STREETS AND STORM DRAIN) (760)434-2980 CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE 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 ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEER/NG INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 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-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. J, ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 200J REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006 OR LA TEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS, 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEV/A TION FROM THESE SIGNING ANO STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL}. VICINITY CITY Of OCEANSIDE 78 MAP 0 NOT TO SCALE WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. 4, 5, THIS SET OF PLANS RESOLUTION NO. 6985-6988 DATED JUNE 19, 201J THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 4. WHERE AN EXISTING PIPE LINE JS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND 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. d 2· ~ CITY OF VISTA 6, SOILS REPORT AND RECOMMENDATIONS BY_~G=E~OS~O~/L=S_,_, ~IN~C ______ _ (j i$' -1. o'l-''l.-~~Li--_,,--r- fi''I-~ .p 7. W.O. 6324-A-SC DATED OCTOBER .31 2012 DECEMBER 27. 2012. & JUNF 23. 2014 THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS . 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA AOM/N/STRA TIVE CODE. 7, EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO /NSTALLA TION. '<-0 CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED 06-19-13 CITY OF 8· 6. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. ~"\'-I SAN MARCOS 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19, 9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OFTHE CAL TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED, 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LANO SURVEYORS ACT, 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. PACIFIC OCEAN SEWER NOTES 1. SEWER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME /- GENERAL DESIGN STANDARDS, CHAPTER 6-DES/GN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS ANO NOTES AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION ( GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION, (TELEPHONE NO, [760] 4J8-J891) WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & J. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.O. 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 HELO A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NG INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, TELEPHONE N0.(760} 438-J891 FOR SCHEDULING. 5, THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT. ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 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 1" AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17" X JD" 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. 1 J. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE 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. "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 670J 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 FOR PROJECT DESIGN. FIRM: BHA INC. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION/, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 18, ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19, (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"X12" INDEX OF SHEETS OWNER/SUBDIVIDER: 1 TITLE SHEET & NOTES 2 NOTES & KEY MAP 3 PLAN AND PROFILE-LANAI COURT SHEA HOMES LIMITED PARTNERSHIP 9990 MESA RIM ROAD, STE. 2DO SAN DIEGO, CA 92121 4 PLAN AND PROFILE-MOANA PLACE/SEWER LINE ''.4" 5 PLAN AND PROFILE-SEWER LINE "8" PHONE: 858-526-6500 6 PLAN AND PROFILE-PIO PICO DRIVE REFERENCE DRAWINGS DWG. NO. 129-4, 148-7 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAO BJ (CCS83) [EPOCH 1991.35}, ZONE 6, AS DETERMINED LOCALLY BY A LINE BETWEEN FIRST ORDER CONTROL STATIONS 122 AND 139 BEING A GRID BEARING OF N 4517'2J"W AS DERIVED FROM GEODETIC VALUES SHOWN ON RECORD OF SURVEY 17271 (CITY OF CARLSBAD SURVEY CONTROL), FILED ON FEBRUARY 08, 2002 AS FILE NUMBER 2002-0112862 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. THE COMBINED SCALE FACTOR AT STATION "CLSB-139" IS 0.999959570 GRID DISTANCE ~ GROUND DISTANCE X COMBINED SCALE FACTOR QUOTED BEARINGS FROM SAID REFERENCE MAPS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL PHOTOGRAMMETRIC METHODS FROM INFORMATION GATHERED ON JUNF 29 . 20_1_1_ BY. MERCATOR ASSOC/A TES, INC, TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION 237J PIO PICO DRIVE, CARLSBAD, CA 9 THIS PROJECT IS LOCA TEO WITHIN ASS£ 0228 SSORS PARCEL NUMBER(S) 156-351-03 07 08 THE CALIFORNIA COORD/NA TE INDEX OF N 2007715 E __ BENCH MARK THIS PROJECT JS: 6226625 OT DISK, STAMPED 5-50.7 1989 DESCRIPTION: PT. #139, 2.25" BRASS D LOCATION: IN SOUTHERLY SIDEWALK N£ AR THE EASTERLY END OF THE LAS FLORES BRIDGE OVER IN RECORDED: R.O.S. 17271, FEBRUARY 8, ELEVATION:_8~2~.2~2_1_' ____ _ TERSTATE 5 2002 DATUM: NGVD 29 DESCRIPTION STOP SIGN R1-1 STREET LIGHT ff'RIVATEf; 5,500 LUMEN 40 WAT) EHi STREET NAME SIGN NO OUTLET SIGN TRENCHING GATE VALVE ACCESSIBLE RAMPS CITY OF CARLSBAD FIRE DEPARTMENT ADDRESS: __ cc.5.c..c11cc.5--'-A-'--'VE=N=l=cDA-'----"E'--"NC=/N'--'-A~S"--, --'Scc.Ul'--'-TE"-"L __ CITY, ST.: --~C"-A=R=LS=B~A=D,~CA~L~IF~OR~N=IA~--- TELEPHONE: __ 7~6~0_-_93_1_-_87~0~0----,,,,,----,+,f,t-,ffl BY: ----~RO~N~AL=D~L~, ~H=OL=LO~W.~A_,_Y~7L~=-uWJ....,..V~ DATE: ____ 7~-g~• 1_( ______ _ VESS RONALD L. HOLLOWAY NO. 29271 b~A,lnc. REQUIREMENTS NO. OF F.H,(S) ~ow /'560 G.P.M. OUT OF iF.H,(S). BLD;. SPRINKLE YE NO ... F.FLOW __ G.P.M. i-o+-n R.C.E. N0.: __ =29,_,2"-7_,_1 ________ _ REG/STRA TION EXP/RATION DA TE: --~J-~3~1_-~17 __ 1LlW land planning, cMI englnee~ng, surveying 5115 AVENIDA ENCINAS SUITE "L" 11-01.1L I _,,-1} 67-.1>? -2"''"" __, FV E MA stAL ~ DATE OATE CITY OF ENCINITAS PROJECT LOCATION C, a: VICINITY MAP NTS LEGEND (cont) DWG.NO. • **E-1, ••E-2 DS-13 W-14-12 GS-26, GS-27 W-16 SYMBOL q o-----D: q q ~ 1%) QUANTITY 1 EA 3 EA 2 EA 2 EA 63 SF 6 EA G-27 (MODIFIED) PER DETAILS ON SHEET 4 4 EA tH ;z,. AS· Bll'Ll.f foNf)-r..1IoNS D::J"~ r,,, ~nn ,, P,r, L.&"Wf" -LI u,.,. IL -i" ·-r,Z..M iJ.oN ,,..,,_.,,,.,,. ~4 A ~ "11,11,,-1.,,N -. .. .1 .,. • 4. INITIAL -fJ, l'JVl\, ~ OF Cl,\. CARLSBAD, CA. 92008-4387 (760) 931-8700 ENGINEER OF WORK REVISION DESCRIPTION 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY BHA, INC DATED 07-17-14 WDID NO. 9 37C370494. SW 14-213 STORM WATER MANAGEMENT PLAN PREPARED BY BHA, INC DATED 04-10-13 . SWMP 14-10 11. CALiFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. DESCRIPTION PROPERTY LINE CURB AND GUTTER 6" PCC CURB TYPE "A" AC BERM (PUBLIC) AC PAVING/BASE (PUBLIC) LEGEND DWG.NO. • SDRSD G-2 SDRSD G-1 SDRSD G-5 3" AC/7.5" AB/12" COMP NATIVE AC PAVING/BASE (PR/VA TE) 3" AC/7.5" AB/12" COMP NATIVE EXISTING ASPHALT CONCRETE SIDEWALK AC REMOVAL (PUBLIC) ·, RESIDENTIAL PCC DRIVEWAY SDRSD G-7 SDRSD G-14 B SDRSD G-14D PEDESTRIAN RAMP • G-27, G-30, G-J2A, G-32B PCC CROSS GUTTER (PUBLIC) PCC CROSS GUTTER (PR/VA TE) PROPOSED TYPE 8 INLET (11 ') D-2 GS-20 GS-9 PARKWAY DRAIN D-25 (MODIFIED) 8" GRAVITY SEWER LINE 5-5, GS-26 SANITARY SEWER MANHOLE 5-1 SANITARY SEWER CLEANOUT 5-6 4" SANITARY SEWER LATERAL S-7 1" WA/ER SERVICE LATERAL/I" METER CMWD W-3A 8" PUBLIC WATER LINE CMWD W-2 WATER MAIN CONNECTION W-14 FIRE HYDRANT CMWD W-12 2" MANUAL AIR RELEASE CMWD W-6 SEWER ACCESS ROAD 2" BLOW OFF ASSEMBLY CMWD W-6 SURVEY MONUMENT 2" AIR RELIEF VAL VE SDRSD M-10 CMWD W-6 SYMBOL I l . . . . ... . . . . . ... . : . . . . ... . . . . . ... . 1 · .......... ' ' ' ' ' j ................... . . . . . . . . . . . . . . . . . . . . ................. . ................... I; . '..: ;;,=·~:,'::, :,>:.' ·'l .:,, --~ .. ·. ·•· . '··· ... .,. '.' G===Jl 1>>llJf,~-:r --s-- ® © ®f----- @>----- --w---w--j ►•◄ 1 · ................ · 1 . ................. . . . . . . . . . . . . . . . . . . . . ................... . . . . . . . . . . . . . . . . . . . • CITY STD. UNLESS OTHERWISE NOTED QUANTITY 1,538 LF 317 LF 73 LF 572 SF J7,JJ7 SF 6,860 SF 211 SF 5,430 SF 952 SF 550 SF 1 EA 1 EA 1,745 LF 11 EA 1 EA 18 EA 17 EA 948 EA 1 EA 3 EA 3 EA 2,015 SF 2 EA 9 EA 1 EA •• AS MODIFIED PER CARLSBAD STANDARDS "AS BUil T" ~ ~ /2.•of-l7 P.E. l'IZ.11 EXP. 3-3/·/'I DATE REVIEWED BY: ,;;:;~J ( .,ij ~ rz(1-1/; 1= IN,SP!;iCTOF, DATE , I SH1T I 1 CITY OF CARLSBAD I SH6TS I ENGINEER/NG DEPARTMENT IMPROVEMENT PLANS FOR: MILES PACIFIC SUBDIVISION TITLE SHEET • APPROVED:/ L I , , • A JASON S, GELDERT :tJ. I D'II v. I u « :::J., 30 , I 5 17' ' ' CITY ENG/NlfER RCE 63912 EXPIRES 9/30/16 DATE OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:.._~ CT 12-01 OTHER APPROVAL CITY APPROVAL RVWD BY: DWG 483-4 r ti~~ s .. , ~ 2 J,: 1l • ~;1 :t> G) J;1 :!jz ,, z~ 2 .. C t < C •. aJ :r: f'mD s: '•" r;, (IJ fT1 C ttJ I ~i m z :0 m I ffi ~ I I I I : I t □ :0 i 2 (j) 2 C s: ttJ m :0 1. 081315 □ ' LAS FLORES DRIVE KEY MAP 50• 30• o· 60' 120· 180' SCALE: 1. = 60' KEY MAP LEGEND DESCRIPTION CONCRETE SIDEWALK RESIDENTIAL PCC DR!VEWA Y PCC CROSS GUTTER (MODIFIED) 8" GRAVITY SEWER LINE SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT 8" PUBLIC WATER LINE FIRE HYDRANT STREET LIGHT (PR/VA TE} LOT NO. b~A,lnc. land planning. cMI englnoo~ng, surveying 5115 A VEN I DA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 SYMBOL m1 •· f .'.·.," .. '.; ·t. m1·, ~ ~J:.:· ~'.)?, --s-- (S) # © --w-- ►•◄ ~ 14 DATE INITIAL ENGINEER OF WORK 5' WIDE SIDEWALK PROPOSED 1 O' WIDE DEDICATION PROPOSED J" AC PVMT OVER 7.5" AB (AClUAL SffiUClURAL SECTION TO BE DETERMINED BY R-VALUE TEST, SEE SHEET NOTE 1) 5' 2% - 58' 29' If. 29' 2% - PROPOSED J" AC PVMT OVER 7.5" AB _ 6.1 (ACTUAL SffiUClURAL SECTION TO I BE DETERMINED BY R-VALUE TEST, SEE SHEET NOTE 1) TYPICAL SECTION LANAICOURT(PRIVATE)-LOT20 NOT TO SCALE Tl= 4.5 R-VALUE = JO 34" 17' If. 12' PROPOSED J" AC PVMT OVER 7.5" AB (ACTUAL SffiUClURAL SECTION TO BE DETERMINED BY R-VALUE TEST, SEE SHEET NO TE 1) 12' TYPICAL SECTION 17' 5' 2% - 4.5' WIDE I SIDEWALK --6"1 MO ANA PLACE (PRIVATE DRIVE AISLE)-LOT 20 PROPSED EXIST. R/W R/W I 10' 5' 20' 10' NOT TO SCALE Tl = 4.5 R-VALUE = JO 40' 20· 10'± J'± I 8'± R/W .. ' .. 1~~i,;q· _,..l /~ .. ~XIS-TING AC PVMT & BASE SAWCUT & REPLACE WITH J" AC PAVEMENT OVER 7.5" CL II AB. (AClUAL DEPTH TO BE DETERMINED BY R-VALUE TEST) 0.5' 5' WIDE SIDEWALK PROPOSED CONCRETE CROSS GUTTER MOD. G-12 TYPICAL SECTION /1\ REVISION DESCRIPTION DATE PIO PICO DRIVE (PUBLIC)@ SlREET "A" (PRIVATE) NOT TO SCALE Tl = 4.5 "AS BUil T" 1L.__,~ 12 • o4--11 P.E. 2'fJ.1f EXP. 3-Sl·l'f DATE REVIEWED BY:,,/. 1¢p ~-f-c_.v/,. IN,3P( CTO ATE I SH2ET I 'CITY OF CARLSBAD I SH6TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: MILES PACIFIC SUBDIVISION PLAN AND PROFILE APPROVED: / / ¢1 A JASON S. GELDERT 1/ , . ;z-30, 15 CITY ENGINU'.R RCE 63912 EXPIRES 9/30/16 DATE DWN BY: PROJECT NO. INITIAL DATE INITIAL CHKD BY:, ({ CT 12-01 DWG 483-4 OlHER APPROVAL CITY APPROVAL RVWD BY: I I DRAWING NO. I I I I I I u, l> ~ I~~ □ ll • □ 0 § f ll C : fil ~ I ""' . ~ 2 I " • 11 ,_ G'l ·1 ~z ! 1' ~ 2 i ~ c:: , 1 rn a I m 'D s: • "m 1 gi · OJ I' w;:: ru ~ m m :o u, I' c::J l> JI : I : I I II II I! f! u, l> ~ I 8 □ ; :n ::g I _·, 2l 8 ll ~ f El C : f m ~ . "m . I ~ 2 ; r ;g • G'l . ~z I • ~ 2 I ! e t ~ a c:: !. ~ rt! s: u gi-OJ I ! R:l~ m .' I 2 ll m I' § ,, ! I i . i I ! I I I I I I I 081315 I I rg ~ I.~ -l t9 a I "C i ~~ N =-·1 ~ u, ! 'D • ' <I • 0 ·1 ~ z I z~ --i1 ~ ii ~ a 0) • ",11 11 rn-1~~ 2 m w ~ I I ,, l-----+-------l ' ■-+---+---+---->8§ I -!------- f----+-+---+---i -----r--+----+--+----+ ,IE ourr82.!/1 -+--+--+--f------+--+--+---+--+--+--+-+---+---+--+----,---+---f-------11--+--~- -+---+--+--f------l--+--+---+--~--+--+------1-------190 • •-~+------+------4---+ - f ; --~- -----~ -+---+-+---+---,----t--+----+--f ! CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS N00"48"43"E 38.05' 6" TYPE: ':4 • G-5 BE:RM 2 54·22'11· 30.00' 28.47' 6" TYPE: ':4" G-5 BfRM 3 24"23'27" 30.00' 12.77' 6" TYPE: G-2 CURB & GUTTfR 4 N89"25'04 "W 86.53' 6" TYPE: G-2 CURB & GUTTE:R 5 48"28'48" 218.00' 184.46' 6" TYPE: G-2 CURB & GUTTfR 6 48"23'29" 182.00' 153.72' 6" TYPE: G-2 CURB & GUTTfR 7 N89' 30 '22 "W 78. 70' 6" TYPE: G-2 CURB & GUTTfR 8+00 <> BEARING/DELTA 1 N89"25'04"W 2 N74"43'46"E 3 N49"24 '56"E 4 N59"20'00''E 5 N89'30'22''W 6 N89'30'22"W 7 N37"42'28"W - i 7+00 SEWER DATA RADIUS LENGTH -127.39' -109.27' -98.39' -77.40' -204.44' -87.02' -5.21' +---+--+--+-------- REMARKS 0 8" PVC SOR 35• 1 8" PVC SOR 35• 2 8" PVC SOR 35• 3 8" PVC SOR 35• 4 8" PVC SOR 35• 5 8" PVC SOR 35• 6 8" PVC SOR 35• 8 29"59'16" 100.00' 52.34' 6" TYPE: G-2 CURB & GUTTfR • DISTANCE REPRESENTS CENTER OF MANHOLE TO CENTER OF MANHOLE. 9 N59"31 '06''W 10 214"08'48" 11 N86"20'06"E 12 04"09'32" 13 N89"30'22"W 14 21·13'03• 15 86"38'32" 16 78"58'03• 17 03"37'29" 18 48"28°48" 19 NB9"25'04"W 20 21"09 '59" 20 12"43'35" 42.00' 100.00' 218.00' 25.00' 25.00' 218.00' 182.00' 30.00' 30.00' 50.00' 6" TYPE: G-2 CURB & GUTTfR 156.98' 6" TYPE: G-2 CURB & GUTT[R 50.00' 6" TYPE: G-2 CURB & GUTTfR 7.26' 6" TYPE: G-2 CURB & GUTTfR 132.82' 6" TYPE: G-2 CURB & GUTTfR 103.56' 6" TYPE G-2 CURB & GUTTfR 37.80' 6" TYPE: G-2 CURB & GUTT[R 34.46' 6" TYPE: G-2 CURB & GUTTfR 13.79' 6" TYPE: G-2 CURB & GUTTfR 154.00' 86.14' 11.02' 6.67' 6" TYPE: G-2 CURB & GUTTE:R 6" TYPE: G-2 CURB & GUTTE:R 6" TYPE: G-2 CURB & GUTTfR 6" TYPE: ':4 • G-5 BERM 7+97.11-CL= 2+62.47-CDS 0 1 2 3 4 5' WIDE PARKWAY DRAIN, PER 0-25, TC=85. 05 FL=84.22, PROPOSED COVENANT OF ACCESS EASEMENT-===------ BEARING/DELTA N89"25'04 "W 48"28'48" 48"23'29" N89"30'22"W FOR THE BENEFIT OF ADJACENT PROPERTY STA. 8+05.54--_i---::---- (APN 156-351-01) AS SHOWN ON FM 12-01. ENO CAP & 2• BLOW OFF SEE ENCROACHMEN,,.T _______ _ AGREEMENT PER - PR ____ ~ 7+99.68~28.16' LT c.o. DOC. ____ ~ REC. ____ ~ CONTRACTOR NOTE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. WATER DATA RADIUS - 211.00' 189.00' - LENGTH 117.63' 178.53' 159.63' 258.98' V") 8 I V") ~ 8 8 d VJ I IO 8 ~ur--.. +-·~,._ ~ ~ ~ ~ -.J .. , + 0 0.. • + ~ "' "' ~· + - REMARKS 8" PVC DR 18 8" PVC DR 18 8" PVC DR 14 8" PVC DR 14 LOT7 V") V") V") 8 8 a I I U -"-I ~&s~~~ O> <c • a -~ + + + ... ... ... LOT9 -+---+---f-1 ---+--1------- 6+00 5+00 CENTERUNE DATA BEARING/DELTA RADIUS LENGTH REMARKS N89"25'04"W -127.15' CENTERLINE 48"28'48" 200.00' 169.23' CENTERLINE 48"23'29" 200.00' 168.92' CENTERLINE N89"30'22''W -78.70' CENTERLINE 10·59'49• 118.00' 22.65' CENTERLINE N78"30'34''W -135.49' CENTERLINE SEWER LATERAL NOTE FOR LOTS 6-8 DUE TO SHALLOW COVERAGE, THE 4" PVC SEWER LATERALS FROM THE SEWER MAIN TO THE P /L ON LOTS 6 THROUGH 8 WILL BE 1.0% MIN, THEN 2.0% MIN TO HOUSE CONNECTION. ALL LATERALS THAT 00 NOT MEET A MINIMUM OF 12" VERTICAL CLE:ARANCE FROM THE WATER MAIN SHALL BE C-900 PVC. LOT4 LOT6 LOT5 LOT JO PLAN: LANAI 30' SCALE: 1'' = 30' WATER LINE INT 4+47.54 LANAI COURT~//' LT= 0+89.00 ~ 8" FL TEE WITH ~ 3-8" FL x PJ GA TE VALVES, + "' 1-2• MAR, 2-2" 8.0. LOTJJ COURT 60' 90' I 5+12.25~7.1 LT SMH #5 LOT12 4+00 3+00 PRIVATE ACCESS EASEMENT TO APN 150-351-01 PER DOC. NO. __ _ REC. ___ ---s---.. LOT2 " r '+ "' 0 °al --,--,-- 1 I ---+----'I ___ _ -f ---+-- 2+00 LOTJ W14-2 "NO OUTLET" SIGN. MOUNT TO _ LIGHT POLE - PROFILE SCALES I __ _ HORIZONTAL: 1" = 30' VERTICAL: 1" = 6' -+-----0-~-+---f I--~--+---- i -l -- ,----- I : -----+-------;-l~ ! -~--~1------+--+--■ i -r V SEEDETAIL SHEET6 ~--+---=--EXtSnNG 12" STEEL WATERLINE I PER DWG 148-Z VERIFY TYPE, HORZ/VERT LOCnON IN FIELD ot'IO-fO -r,.-~STA. I 1 09.00, CONNECTION TO EXISTING 12" STEEL WATER MAIN PER CITY sm W-14. VERIFY BY POTHOLING. IF PIPE IS ACP __ ,.___ LOTJ THEN CONNECT PER ACP /PVC WATER CONNECTION DETAILS ON SHEET 6 OF 6. 1). ~~ s CL INTERSECnON 4+39.06 -LANAI COURT 1+00.00 -MOANA PLACE -------- LOT17 ij Rl-1 STOP SIGN r r ' I n DOUBLE STREET NAME SIGN-----L b~A,lnc. land planning, cMI engineering, suiveylng 5115 AVENIDA ENCINAS SUJTE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 I 0+99.31 SMH 1 CONNECT TO EXIST. 8" VCP SEWER LINE (FIELD VERIFY OEPTH/LOCA TION) ':° ct INTERSECTION 1+00.00 -LANAI COURT 2+10.91 -PIO PICO DR. ~ '"' cl MONT. v~1 I~ "AS BUil T" '\l...._-\~ P.E. 2'(1.1/ EXP. REVIEWED BY: J 2· 04--17 DATE r--t----t---------------i---+--+---t-----1 I SH3EET I CITY OF CARLS BAD I SH6EETS I ENGINEERING DEPARTMENT :=:=='-'================'-'=:::::::::::==! AS· BIi DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: MILES PACIFIC SUBDIVISION OWN BY:~~- CHKD BY· .,!I?, RVWD BY: PLAN AND PROFILE PROJECT NO. CT 12-01 DRAWING NO. DWG 483-4 I 11 I I I I I □ :0 ~ 2 G) 2 C s: UJ m JJ □ i 2 G) 2 C s: UJ m :0 0813'1.:i 1+00 J 1+00.00 ~ -r!: f -1 PROPOSED 5 SMH PER r,;;y.., 1 ORA WING NO. 483-5 /1:5":"c:,..,-~ "'CJ'--. : 30' 15' o' 2+00 PROPOSED 20' PUBLIC SEWER LOT2 EASEMENT 30' 60' SCALE: 1" = 30' ADA RAMP DETAIL 1 o· 5' o· 1 o· 20' SCALE: 1" = 10' ADA ACCESS RAMP NOTE: ''A'' 90' TRUNCATED DOME TILE AREAS FOR ACCESSIBLE RAMPS SHALL BE 3.0'(MIN) X 4.0'(MIN) AND SHALL COMPLY WITT-I THE MOST CURRENT REQUIREMENTS PER THE STA TE OF CALIFORNIA TITLE 24 ACCESSIBILITY CODES. 3+00 CENTERUNE DATA Q BEARING/DELTA RADIUS LENGTH REMARKS 5 N35.32'21 'W 35.09' CENTERLINE 6 35·03'09" 90.00' 56.63' CENTERLINE 7 Noo·30'4B"E 138.22' CENTERLINE CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS 15 86'38'32" 25.00' 37.80' 6" PCC CURB G-1 16 75·53•03" 25.00' 34.46' 5• PCC CURB G-1 22 33"45'14" 102.00' 60.09' 6" PCC CURB G-1 23 N00'30'48"E 30.43' 6" PCC CURB G-1 I 24 90·00·00" 28.00' 43.98' 6" PCC CURB G-1 90.88 re / / 90.38 FS C:::C=:::r:::d;;; 25 NB9.29'12"W 7.00' 6" PCC CURB G-1 26 Noo·30'4B"E 24.00' 6" PCC CURB G-1 27 NB9.29'12'W 7.00' 6" PCC CURB G-1 28 90·00·00" 28.00' 43.98' 6" PCC CURB G-1 29 N00'30'48"E 27.79' 6" PCC CURB G-1 90.60 TC/FS --30 N89'29'12"W 24.00' 6" TYPE G-2 CURB & GUTTER 31 N00'30'48"E 138.22' 6" TYPE G-2 CURB & GUTTER 32 30·35'42• 18.00' 41.65' 6" TYPE G-2 CURB & GUTTER SEWER DATA ◊ BEARING/DEL TA RADIUS LENGTH REMARKS 8 N3S/4'44"W 187.65' 8" PVC SEWER SDRJ5 9 N35'32'21 "W 63.42' 8" PVC SEWER SDRJ5 10 N00'30'48"E 161.50' 8" PVC SEWER SDRJ5 WATER DATA 0 BEARING/DELTA RADIUS 5 N35.32'21 "W 6 Noo·30'45•E CONTRACTOR NOTE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. LENGTH REMARKS 72.94' B" PVC DRIB 160.62' 8" PVC DRIB b~A,lnc. land planning, civil englnoorlng, surveying 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92D08-4387 (760) 931-8700 1+00 LOT16 i5:'. I -----------------+---+--+----+--+----t--+----t'~-+--t---+--+-i' -+-' --+----+-+-----i I PROFILE SCALES HORIZONTAL: 1" = 30' VERTICAL: 1" = 6 ~------+--t---+--+------t---t---+--+---+--+----+'--+----t--+--lt---+--;-----+---t-----t-'---,-~~-~-~~-~~- --~' --+----+!---+----t: ______ _l ___ ' -■ 2+00 LOT15 PLAN: 15' o· i5:'. MOANA 30' 60' SCALE: 1" = 30' 3+00 LOT14 PLACE 90' I - ------------- -- --r-------------------~--+----t--+----t--+--t------■ ,,,.---SUBDIVISION ./ BOUNDARY 3+29.94 END C/G 3+24.90~3.0' LT SMH# 11 ! 4+00 3+25.66~8.0' RT END CAP & 2" ARV "AS BUil T" 1L__~ 12.-01-11 P.E. 2'U1/ EXP. 3·3/•/'f DATE 1--------------------1 · REVIEWED BY: I <:7,1Jr.A ·~ ,1....__ IN;;lPECTO , ' 1zl!tJ!f ' OAT t--------t-----i-----:----------------,f-------,f---+---+--1lsH4Enl CITY OF CARLSBAD ISHEETSI ENGINEERING DEPARTMENT 6 ~=:::'._.'.::==========:::'._.'.::===: IMPROVEMENT PLANS FOR: MILES PACIFIC SUBDIVISION . PLAN AND PROFILE I APPROVED:Uai,,,,,, 1/ l ',~· JASON ;z., ~;~SRT CITY ENGl~R RCE 63912 EXPIRES 9/30/16 DATE DA TE INITIAL ENGINEER DF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY:~~-,, PROJECT NO. I DRAWING NO. CHKD BY•QR CT 12---01 DWG 483---4 RVWD BY: _ . ' -------------------------------------------------------------------------------..1,i 081315 □ JJ § 2 in 2 C s: OJ m JJ +---+-~-+---. ·---1------1--+----+--+--+---___ i I ! I I ! ! I , , f -'-' -+---+--+---+--+---l---+-~--+-1-----c-,' -+---+----i ! I--+--+--+--+--+ -+---+--l---------1-' - -. -------+--+----- ' ' ' 1----1--+--+-1 -+-+---+--L1 -+---~ ----+-' --~--+--Ci-+---+-+-----1--+--f- l I I ! I ! i --+-----+----------'-,! ~--': ---~------I-~-+--+-~--+-+---+--'-',-+---+- I I ! I---+--+--,---------- ! ' - ---------+----+--+---+---t-----t--1 : PROFILE SCALES HORIZONTAL: 1" = 30' VERTICAL: 1" = 6' ---T" ----- ' I 1 ]+00 2+00 ]+00 4+00 5+00 6+00 7+00 8+00 ----. SEWER DATA ◊ BEARING/DELTA RADIUS LENGTH REMARKS 11 N00"37'26"E 151.40' 8" PVC SOR 35 12 N34'27'04''W 45.88' 8" PVC SOR 35 13 N33'03'36"W 109.65' 8" PVC SOR 35 14 Ll=3'15'24" 500.00' 28.42' 8" PVC SOR 35 15 N37'42'28''W 240.05' 8" PVC SOR 35 15 N38'40'31"W 46.89' 8" PVC SOR 35 CONTRACTOR NOTE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. LOT19 65 ----50 55 PLAN: ~ 30' 15' ~ o' SEWER 30' I SCALE: 1" = 30' 60' LINE 90' I ''B '' b~A,lnc. land planning. cMI engineering, surveying 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 ----------------- ------------- -h 5 ' ' ' 10' SEWER ESMT. 1-----CAL TRANS R/W 75---------~~~c=----------75 STA 4+20.60 SECTION: '.A-A' SCALE: HOR/Z.: 1"=20' VERT.: 1"=4' "AS BUil T" 12·0/.·/7 P.E. :J.'lt7[ EXP. 3, 3/• If DATE IN,SP tz/Lt/ti= DATE ' I --l-----+---------------1---+---+---+--------I I SH5EET I 'CITY OF CARLSBAD I SH6EETS I t-ENGINEERING DEPARTMENT :::::::::==='---'=============::::....:::===; IMPROVEMENT PLANS FOR: MILES PACIFIC SUBDIVISION PLAN AND PROFILE APPROVED: I/. J L I fTT. JASON S. GELDERT / /. ,V / ,,e-.JCCl:r' --:;z., 30' 15 CITY ENGINE£R RCE 63912 EXPIRES 9 /30 /16 DA TE /l\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ~~-I PROJECT NO. I DRAWING NO. CHKD BY:'-[,<!. CT 12-01 DWG 483-4 RVWD BY: □ I 2 G) 2 C s: OJ m D 081315 ------------------+--- ~1iE~~G C~~?f:iLE EXISTING EDGE OF ------+[ --+--___ PA,_' 1-i_E_MENT PROflLE ---t-----:t.' 15-, - ~EP 111.22) I -----------------+-- I , I I I i ~ I I t-------j-----:;;;;;:;:~-;-;;.;:, =7~-,---;:13 -\---+------E=x=,s=1,~1N=G""'8" SEWER LINE ~~~L1tltrli· M~~tNtf£'~7TJ0s~x,i~~~. 12 ~Ii VER/FY BY POTHOLING. IF PIPE l,S ACP , THE('/ CONNECT P~R ACP /PVC WATER CONNEC,TION "i! DET. /LS ON THIS SHEET I ' i EXISTING " SEWER LINE --------+-------+--------------+-----+----+-----+----------ii ____ ~ C NSTRUCT BO~TOM OF NEW MANHOLE BAS TQ CHANNEL EX(STING FLOWAG.E INTO NEW I ---:SEWER MAIN FOf PROJEGT~IN~TALL-45'BE"(D ---~--- W/CAP AT END ,OF EXISTING SEWER LINE ON 1+00 CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS 1 N00'48'43"E -38.05' 6" TYPE ')\" G-5 BERM 2 54'22'17" 30.00' 28.47' 6" TYPE 'ii" G-5 BERM 3 24"23'27" 30.00' 12.77' 6" TYPE G-2 CURB &.-GUTTtR 20 21'09'59" 30.00' 11.02' 6" TYPE G-2 CURB &.-GUTTtR 20* 12·43'35• 6.67' 6" TYPE ')\" G-5 BERM CONTRACTOR NOTE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ADA ACCESS RAMP NOTE: TRUNCATED DOME TILE AREAS FOR ACCESSIBLE RAMPS SHALL BE 3.0'(MIN) X 4.0'(MIN) AND SHALL COMPLY WITH THE MOST CURRENT REQUIREMENTS PER THE STA TE OF CALIFORNIA TITLE 24 ACCESSIBILITY CODES. SQUTHERL Y SID9 OF MANHOLE; : , I - -----------------+--- Plf OFitE: f IO IPICQ D~IVE I I I 2+00 1 Q' 5' o' 10' 20' 30' SCALE: 1'' = 1 O' -115 PROFILE SCALES HORIZONTAL: 1" = 1 O' VERTICAL: 1 " = 5' EXISTING EDGE OF PA VEMEN t PROFILE 110--+------{----+-----+---~--+---■ -105--+--~ ---+----+-------+--100-----l ----+ --+-95- REMOVE EXISTING 14" ACP WATERLINE TO EXISTING JOINTS.® (Bf ACP /PVC WATER CONNECTION DETAIL (NTS) 3+00 bJ.iA,lnc. land planning, cMI engineering, surveying 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 CONSTRUCTION NOTES FOR ACP PIPE CONNE'.;CTION: ® ® i EXISTING AC JOINT (FIELD LOCATE), DO NOT CUT AC PIPE. 14" X 8" TEE (FLANGED). - 11-IRUST BLOCK PER CMWD sro W-15. 14" FL X PJ GATE VALVE PER CMWD STD W-16. 8" FL X PJ GATE VALVE PER CMWD sro W-16. ® ® PLACE REPLACEMENT PIPING ON SAME VERTICAL AND HORIZONTAL ALIGNMENT AS EXISTING. ASSUME 13 L.F, FOR BIDDING PURPOSES, SEE NOTE K . @ AC TO PVS ADAPTERS. PROVIDE FITTINGS AS REQUIRED TO MAKE CONNECTION. @ 8" C-900 PVC, DR 18. (]) BLOW OFF ASSEMBLY PER CMWD STD W-6. 0 2" MAR (MANUAL AIR RELEASE VAL VE) PER CMWD STD W-6. @ EXISTING 14" ACP WATER MAIN. WATER LINE NOTES: [El LOCATION OF TIE-IN POINTS & PIPING (FITTINGS, PIPING MATERIAL, FITTING END/TYPES) MUST MEET THE APPROVAL OF CMWD. CONTRACTOR MUST COORDINATE WITH CMWD FOR PRECSE PIPING REQUIREMENTS AFTER TIE-IN POINTS HA VE BEEN COORDINATED WITH AND APPROVED BY CMWD. I I I RONALD L. tj HOLLOWAY ~ !(j NO. 29 71 l!:i * 1l.... l"-Yl.ll/ FC --(GAS) "AS BU I LT" ~,~ P., 2,'ll,7/ EXP. 3·31-Jf REVIEWED BY: 12-01-11 DATE I SH6EET I CITY OF CARLSBAD I SHEETS I t----t----+----------------1-----+---+---+----+ ENGINEERING DEPARTMENT 6 t----t----+----------------1-----+---+---+----+ tl•0+•11 fl 1 uws DA TE INITIAL OA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: MILES PACIFIC SUBDIVISION PLAN AND PROFILE DWN BY: ~--PROJECT NO. CHKD BY: ,,Jl' RVWD BY: CT 12-01 DATE I DRAWING NO. _ DWG 483-4 08'1315 □ ll ~ 2 (j) 2 C s: co m ll