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HomeMy WebLinkAboutDWG 471-6; CT 04-08; LA COSTA VILLAGE TOWNHOMES; 01-18'. 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 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 DURING -CONSTRUCT/ON. 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 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 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 IAGREEMENT. 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. THE 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, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANl(:S. THE SOILS REPORT WILL BE SUBMI TTEO TO THE Cl TY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD . COMPACTION REPORT(S) SHALL BE IMMEO/A TEL Y SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRFCONSTRUCTJON MITT/NG SHALi Bf HFi D AT TH[ SITE PR/OR TO llif BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE . FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO 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 8£ 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 TH[ DAY BEFORE TH[ INSPFCTJON IS NITDm. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTr/ERW/SE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH JHE 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 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 ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA T/ON. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS [STAB/ /SHFD BY TH[ CON$TRI/CDON SAITTY ORDER$ TIT/ f 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 WILi CFASE IMMFDIATFi Y AND THE PERMITTEE WILL NOTIFY JHE CITY ENGINEER. OPERATIONS WILL NOT RESTART · UNTIL THE PERM/TT£[ 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 OPERA T/ON 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 SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA T/ONS 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 TH[ HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF TH[ GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION 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 LOCA T/ON DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES ·TO l?ROTECT 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 CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON 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 CONSTRUCT/ON NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E AT&T TIME WARNER CABLE COX COMMUN/CA T/ONS Cl TY OF CARLSBAD(STREETS AND STORM DRAIN) *CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) *SAN 0/EGU/TO WATER DISTRICT *LEUCADIA WASTEWATER DISTRICT *VALLECITOS WATER DISTRICT *OLIVENHAIN WATER DISTRICT *BUENA SAN/TA TION DISTRICT * AS APPROPRIATE 339Imp-tltle 02 18 11 (800)422-4133 (800)660-7 343 (800)892-0123 (760)438-7741 (760)806-9809 (760)434-2980 (760)438-2722 (760)633-2650 (760)753-0155 (760)744-0460 (760)753-6466 (760)726-1340 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 Tr/£ ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING 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 HANO-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. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED W/Trl/N 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 JHE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADM/NISTRA TIVE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS ?F WORK OF THIS PLAN PER SDRS DWG M/9. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED •IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATESTEDITION), VOLUME /- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, ANO VOLUME J -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON, LATEST 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. J. 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 CONSTRUCT/ON. (TELEPHONE NO. [760] 438-3891) WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL 8[ CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & 3. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF QF OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. J. 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.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 CONSTRUCTION, TELEPHONE N0.(760) 438-3891 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 .Pf/OTECTED 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 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 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 11" 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 SEPARA T/ON OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA"S DEPARTMENT OF HEALTH SERVICES. 14. AXIAL DEFLECT/ON 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 DEFLECT/ON 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 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONS/STENT 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: C&V CONSUL TING, INC. ADDRESS: 4-8-JH;Hi>JGUJG¥,-S,J!-+f;_/54,. 'J.7151., 6<.\12. B/\f" I'.'. CITY, ST.: -/R-VINF;,CAel/CORNIA-925.1-8... foo,H ILL fcANC!--11 CA '12-1,I O TELEPHONE: -tf/49-)-169-6600-(9~~} q I lo-31300 BY: VINCENT W. SCARPA Tl DA TE: FEBRUARY 25, 2011 R.C.E. NO.: 33520 REG/STRA TION EXP/RATION DA TE: 6/J0/2012 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 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006 OR LA TEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS. J. 'ALL SIGNING AND 'STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEV/AT/ON FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY Tri[ [NG/NEER OF-WORK ANO PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING· SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CA T/ONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 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. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO /NSTALLA T/ON. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 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. . 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD ?OOJ 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 W/Trl STRAPS. 17. EXISTING SIGNS REMOVED BY TH£ CON1RACTOR SHALL 8£ DELIVERED BY TH£ CON1RACTOR TO THE Ci TY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE. 18. ALL SIGNS, SHOl\1'/ ON THESE PLANS SHALL 8£ NEW SIGNS PR0"1DED AND INSTALLED BY THE CON1RACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO 8[ RELOCATED OR TO REMAIN. VICINITY CITY OF OCEANSIDE PACIFIC OCEAN 7& MAP AVE CITY OF ENCINITAS CITY OF VISTA LEGEND WORK TO BE DONE Tr/£ 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 3. THIS SET OF PLANS 4. RESOLUTION NO. 6054 THROUGH 6063, DA TED APRIL 5, 2006. 5. lHf STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC. DATED FEBRUARY 17, 2011. 7. JHE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS . 8. 9. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED APRIL 5, 2006.?<;.R PIAlvlJli'lC-COMl~SIOiJ P.~SOlUTIDiJ MO, GOSZ.. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY C&V CONSUL TING, INC., DA TED FEBRUARY, 2011, WDID NO. 9 37S STORM WATER MANAGEMENT PLAN PREPARED BY C&V CONSUL TING, INC., DA TED MAY, 2011. 11. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCT/ON HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. ABBREVIATIONS AB AGGREGATE BASE INV PIPE INVERT AC ASPHALT CONCRETE LP LOW POINT CB CATCH BASIN NG NATURAL GROUND CF CURB FACE PCC PORTLAND CEMENT CONCRETE ES EXISTING SURFACE PE PAD ELEVATION FF FINISH FLOOR PVI POINT OF VERTICAL INFLECTION FL FLOW LINE TC TOP OF CURB FS FINISH SURFACE TF TOP OF FOOTING FG FINISH GRADE TRW TOP OF RETAINING WALL GF GARAGE FLOOR TSW TOP OF SCREEN WALL HP HIGH POINT ALL SHOWN ARE PUBLIC UNLESS OTHERWISE NOTED VC VERTICAL CURVE WTJ WATER TIGHT JOINT 19. (IF NECESSARY) Wl-ifRE R4-7 SIGN AND OM1-J OBJECT MARKER AR£ TO BE INSTALLED ~D~E=S=C=R=I=P~T~I~O~N~------~D=W~G=·~N~O=·~--~S=Y=M=B~O=L~ __ Q=U=A=N~T~IT=Y= IN A 2-FOOT 'MD£ MEDIAN NOSE, THE R4-7 SIGN SHALL 8£ 18"X24" AND THE OM1-J STREET OBJECT MARKER SHALL BE 12"X12" (i)- DESCRIPTION SEWER DWG. NO. SYMBOL QUANTITY REFERENCE DRAWINGS INTERIM GRADING DWG. NO. 301-2. WATER SYSTEM IMPROVEMENTS OWG. NO. 305-6[. IMPROVEMENT PLANS DWG. NO. 377-6. RECLAIMED WATER IMPROVEMENTS DWG. NO. 305-6F. STORM DRAIN AND SEWER PLANS DWG. NO. 305-6. GRADING PLAN DWG. NO. J77-6A. EROSION CONTROL PLAN DWG. NO. J01-2A. TRAFFIC SIGNAL PLAN DWG. NO. 377,-6C. IMPROVEMENT PLANS DWG. NO. 189-1. IMPROVEMENT PLANS DWG. NO. 305-68. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, (1991.35 EPOCH). THE GRID BEARING· BETWEEN CITY OF CARLSBAD FIRST ORDER HORIZONTAL CONTROL STATIONS "CLSB-038" AND "CLSB-069" AS PER RECORD OF SURVEY 17271, RECORDED FEBRUARY 8, 2002, BEING N19'20'04"E. BEARINGS FROM OTHER DOCUMENTS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED SCALE FACTOR AT STATION CLS,B-069 IS 0.99995415 (GRID DIST. = GROUND DIST. X COMBINED SCALE FACTOR) SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL SURVEY AND CROSS-SECTION METHODS FROM INFORMA T/ON GATHERED ON FEBRUARY, 2011, BY C&V CONSULTING, INC.• TOPOGRAPHY SHOWN HEREON .CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WllH/N ASSESSORS PARCEL NUMBER(S) 215-050-73 THE CALIFORNIA COORD/NA TE INDEX OF THIS PROJECT IS: N 10752.7921 E 8597.8780 BENCH MARK DESCRIPTION: CLSB-069 2 1/2" D /SK IN CURB LOCATION: SW CORNER EL CAMINO REAL & PINSETTIA LANE RECORDED: CITY OF CARLSBAD SU 235 FEET FROM C/L 0 RVEY CONTROL STATION F EL CAMINO REAL ELEVATION: 272. 456 DA TU M: N. G. V.D. 29 OWNER CITY VENTURES .HOMEBU 2850 REDHILL A VENUE, SUITE 200 SANTA ANA, CA 92705 (949) 2518036 /LO/NG, LLC PREPARED BY : cw:,in1 ' SEE SEE C&V CONSULTING, INC. CIVIL ENOINl'F.RINO ' I.AND l'L\NNlNG AND. SURVEYING 1 6" CURB AND 18" GUTTER DRIVEWAY 4" PCC SIDEWALK ALLEY lYPE DRIVEWAY ©--STREET LIGHT (13,700 LUMEN) ©-SAWCUT & REMOVE A.C. PAVEMENT (j)---SAWCUT & REMOVE A.C. BERM ©-6" A.C. OVER 6" A.B. ©-4" A.C. OVER 6" A.B. ©---5 1/2" PCC SIDEWALK AT DRIVEWAY REMOVE EXIST. CURB & GUTTER 4 5 REMOVE CONCRETE REMOVE GUARD RAIL METAL BEAM GUARD RAIL 7 REMOVE CONCRETE V-DITCH 8 RELOCATE FIRE HYDRANT @--CURB RAMP, lYPE A @-ADJUST BOX OR MANHOLE TO GRADE @-STREET LIGHT (5,500 LUMEN) STORM DRAIN @-CURB INLET lYPE 'B' @-18" R.C.P. STORM DRAIN PIPE @-STORM DRAIN CLEANOUT-lYPE A @-WING lYPE HEADWALL SDRSD G-2 SDRSD G-14A 'It. SDRSD G-7 CSD GS-20 SDRSD E-1 ,i. CSD GS-12 CALTRANS A77A2 CSD W-12 SDRSD G-27 SDRSD E-1 SDRSD D-2 l'i SDRSD D-9 SDRSD D-34 @--RIP-RAP ENERGY DISSIPATER SDRSD D-40 ll: ®-24" R.C.P. STORM DRAIN PIPE @--30" R.C.P. STORM DRAIN PIPE @--CONCRETE PIPE COLLAR SDRSD D-62 @--STORM DR,IJN CLEANOUT-MODIFIED TYPE B5 SD_RSD D-10 CSD = CARLSBAD CllY STANDARDS CMWD = CARLSBAD MUNICIPAL WATER DISTRICT SDRSD = SAN DIEGO AREA REGIONAL STANDARD DRAWINGS SHEET NO. 2 FOR INDEX MAP & INDEX OF '\'?i;~~~Y(/ '¢,-o V/40'///21/,01/,02 1-:xw~):f':i'iM~:-1.~W?i;~~1%\~l~,.~~;·s.1 I ':::,.{(1:;/;f(~t{:~;1{ti'if.:~"' ,~\~:r,%;; •j\ I ========= -f~--c;-· -- ----0---0-----D 1.504 LF 60 LF 8,130 SF 1,500 SF 2 EA 4,530 SF 770 LF 21,220 SF 160 SF 160 SF 90 LF 730 SF 120 LF 130 LF 150 LF ~ 8-,cn--I 1 EA. -(3 EA.) 260 SF o □O 4EA t>-o 2 EA 1:0 :1 EA 186 LF @]. 6 EA ►--EA 140 SF ---291 LF 20 LF -0--3 EA @] EA @-4" P.V.C.-SDR 35 HOUSE LATERAL CSD S-7 ®--8" P.V.C.-SDR 35 SEWER PIPE CSD S-5 @---SEWER MANHOLE CSD S-1 & S-1A @--CONNECT INTO EX. SEWER MANHOLE CSD S-1 @-SAWCUT & REMOVE A.C. PAVEMENT @---TRENCH RESURFACING @---SLOPE ANCHOR WATER . ,. ®-6" P.V.C.-C900-,;DRJ'.('.. PIPE @)---8" P.V.C.-C900--.;'.1p~· (~,:. PIPE @--FIRE HYDRANT . . • · @--1" WATER SERVICE W/ I" METER @-1" WATER SERVICE W/ 5/8" METER ®-8" STEEL PIPE 6" FIRE SPRINKLER SERVICE DDCV 6" GATE VALVE 67 8" GATE VALVE 72 THRUST BLOCK 1" MANUAL AIR RELEASE . 2" MANUAL BLOW-OFF SAWCUT & REMOVE A.C. PAVEMENT CSD GS-26 SDRSD SP-05 CMWD W-2 CMWD W-2 CMWD W-12 CMWD W-3 CMWD W-3 CMWD W-2 & W-34 CMWD W-22 CMWD W-16 CMWD W-16 CMWD W-5 CMWD W-5 CMWD W-6 CSD GS-26 CMWD W-7 @-TRENCH RESURFACING @--2" AIR/VAC ASSEMBLY . @--ANCHOR BLOCK CMWD W-J4 @)--2" WATER SERVICE W/ 1 1/2" METER CMWD W-4 W-MODIFll'.D PEP., 'IOLUtl\G: :l, C.llAPTP.IL 'L OJ; TIHi:, C 11"'(_ Qli, Cl, ~L.!> 171\ V EU G HIE. e. 9.. Iµ G-'> TA\.\DA II.OS I 54 EA 708 LF ---,, )--14 & 2, RESPEC. EA. W/?22½½1/~ W/21//21/½07///2'.J I --IL§ -----0----- I> ■ --o---- v½½½½½//////1 tu1//21//2½½½½½1 EA. 80 SF 80 SF 1 EA 88 LF 1,165 LF 4 EA. 13 EA. 2 EA. 165 LF 5 EA. 5 EA. 15 EA. 19 EA. 7 EA. 12 EA. 180 SF 180 SF 1 EA. 6 EA. EA. CITY OF CARLSBAD FIRE DEPARTMENT "AS BUil T" REQUIREMENTS •' )~. NO. OF F.H.(S)_4_F.FLOW 3,000 G.P.M. 04f OF_2_F.H.(S). ✓ I,. ' \ . 3\"2..'-IJ\\..l .• B1. SPRINKLED I YESVNO ... F.FLOW 500· G.P.M. j-. p. E.~~ 'S--o EXP. '=,\\LI DATE SHEETS 1.,,12'__.-11/4*1.A,., 'I ~ SHE-E-'P-N&;-J:-B--,FOR-REehktMEH)-WA-'l'BR-NO-'l'BS-&-0.E-'l'AlbS-flRE M(:RSf AL , ,DATE R~ ) 4/z? fr4-I ' A...,...,.,... ' INSPECTOR DATE I SHlET I CITY OF .CARLSBAD ~ . ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LA COSTA VILLAGE TOWNHOMES TITLE SHEET ~l(~fESS IO,y.f. CDP04-'17 CP04-03. SDP04-05 ~ w '( 0 'o~ . So~ I APPROVED: !/I;,_ y _ < i-), 0_ GLEN K. VAJ/,'ESKI .'.;'L _,.1' % --<) ,., ,( ,JJ, ,.., ?,{L. .. ,!, ,'. 3 ! /-Z, 3 ~r'7 => = ENGINEERING ~ANAGER PE 41204 EXPIRES 3/31 /13 DATE • No. 33 20 * /1\ xp. 6/30/201 DWN BY: TAP PROJECT NO. DRAl'l1NG NO. P0011IIIL RANCH PHONE ~) 915-'ll'.Kl J'"11, c1vi'c ,;.~.,_ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ()f;(/.. Z1IS6 BURBANK FAX ~) 91fr-lll5 REVISION DESCRIPTION CT04-08 471-6 P0011IIIL RANCIL CA ~ CVC-INCNET 'OF C~LII~ ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: ·, ' 339imp01 11/16/11 032612 DESCRIPTION 8" PI/C SEWER MAIN 4" SEWER LATERAL 8" PVC WATER MAIN 6" FIRE HYDRANT ASSEMBLY 6" FIRE SERVICE VI/CHECK VALVE PROPOSED STORM DRAIN EXISTING SEWER MAIN EXISTING WATER MAIN EXISTING STORM DRAIN EXISTING FIBEROPTIC LINE A.C. PAVEMENT FEA,HER EXIST. PAV'T SECTION 24" LEGEND DWG.NO. CBD S-5 CBD S-7 CMWD W-2 CMWD W-12 CMWD W-22 SYMBOL I ----FO-- PROPOSED PAV'T MIN. STRUCTURAL SECTION 6" A.C. OVER 6" A.B. FINAL SECTION TO BE DETERMINED FROM "R" VALUE TEST. COLD PLANE AND APPLY TACK COAT AND FEATHER A.C. PAVEMENT TO MAKE SMOOTH JOIN. PAVEMENT JOIN DETAIL NOT TO SCALE INDEX OF SHEETS SHEET NO. 1 2 3-4 5 6 7 6-9 10 11 12 13 14-17 16 DESCRIPTION TITLE SHEET INDEX MAP, TYPICAL SECTIONS AND CONST. NOTES EL CAMINO REAL IMPROVEMENTS DOVE LANE IMPROVEMENTS POINSETTIA LANE IMPROVEMENTS DRIVEWAY DETAILS EL CAMINO REAL CROSS-SECTIONS STRIPING AND SIGNING PLAN -EL CAMINO REAL STRIPING AND SIGNING· PLAN -DOVE LANE STORM DRAIN IMPROVEMENTS STORM t>RA.I i't . . .. ' · DETAILS SEWER AND WATER IMPROVEMENTS TRAFFIC SIGNAL MODIFICATION PLAN KEY MAP LEGEND OJ STREET IMPROVEMENT PLAN SHEET NO. 0 STORM DRAIN IMPROVEMENT PLAN SHEET NO. ffi SEWER AND WATER SHEET NO. CI) TRAFFIC SIGNING AND STRIPING SHEET NO. 1 TRAFFIC SIGNAL MODIFICATION SHEET NO. , .. PREPARED BY : - ~ · ~i~fESSJo,y4. 4'~W-s'<: ~/~ C&V CONSULTING, INC. !c::?,~ ~ ?i-"' ..... ~>'ill t-1~ CIVIL ENOINl'FlUNG No. 33520 - lAND PlANNING AND SURVEYING • xp. 6/30/201 + FOOIHIIL RANCH ffiONB 00) 915-llXJ J''1 C/V\L -.,.-/:/c DATE INITIAL 27156 BIJIUIANK FAX 00) 915-JIJS 1< OF C~l \\ ~-,c FOOIHllL RANCH; CA !12610 CVC-INCNET ENGINEER OF WORK /1\ ADDITIONAL NEW WESTERLY R/W 126' ULTIMATE 63' RIGHT-OF-WAY 63' EAST R/W PUBLIC STREET --1 DEDICATION 10' 44' 18' 44' 6.5' 3.5' !--'°----',"-...._-1-8,-1' 1~-----"2---l~-"'-----+~--.'...:___---f--.:..:.:.- 4.5' 5,5' 8' 45' ---i--:~-+~--'-''---- ~ ~VMT. EXIST. R/W ~ 1 ------. NEW 1i1_ -~~-I PROPOSED SIDEWALK, CURB & GUTTER PROPOSED IMPROVEMENTS 37' SEE PAVEMENT JOIN DETAIL HEREON PRIME AR TERI AL EL CAMINO REAL PARnAL PUBLIC STREET IMPROVEMENTS (STATION 226+70 TO 241+75) NOT TO SCALE R/W R/W 60' -68' PUBLIC RIGHT-OF-WAY 30'-34' 1£ 30'-34' 5.5' 20•-24' 20'-24' r-1::1~-1 2,0% EX. C&G EX. C&G-. >-----% ---------C ,(_ EXIST./PR(•~OSED T --., 2 0% 2,0% \ ____ J -<, .,..,--SLOPE( c -.JI ---~------====::----=--"""---1r'.--\:_ , (2:1 MA,.) lc-r-------------------..,._,1 ! --------' EXIST. ,.-r---------------.. ---,__,~ EXIST. SIDEWALK ri-~;.------cEXIST. _____________ 1105 , SIDEWALK -_.j A.C. PAV'T & BASE --f--· COLLECTOR DOVE LANE -EXISTING PUBLIC STREET (STATION 0+95.6 TO 12+00) NOT TO SCALE MAJOR ARTERIAL POINSETnA LANE -EXISnNG PUBLIC STREEi'" (STATION 209+ 10 TO 210+55) NOT TO SCALE II.AS BUILT11 ✓i •o, ·&,-✓~, 1-,\---; RCE ">:> '> <;; ~, E:6'. 1.,\ ~~ ll&E WF. ~ BY: ~~/~~ 111.SP[l.10~ - "!:ii -Z..':i ll y OAlE 1_/23 /;1-_ DATE ,- I SH2ET I CITY OF CARLSBAD CTrJ ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LA COSTA VILLAGE TOWNHOMES KEY MAP AND STREET SECTIONS CDP04-17 CP04-03 SDP04-05 APPROVED: tit, X, iJL GLEN K. VA~ /2ESKI rp, . bl , 3 1 /Z, ENGINEERING AANAGER PE 41204 EXPIRES 3/31/13 'oATE OWN BY: ~8E' PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY: f.,(I.. CT04-08 471-6 OTHER APPROVAL CITY APPROVAL RVWD BY: JJ91mp02 11/16/11 032612 --~ ----/ / .. ,... . --- 1-;:::t=1=1=::··t::=::::t::::t:-=t=!=t:::::t::t::::t:=t=-t=t=!:, =i11r-r---i---r--r--r-r-r--r--r---r1-t--+----+---+ -f--+---f--l-+---+--+--f---+---fl--l-+---+---+--+---f-l-+---+--+--+---+-l--l--t---+--+--+---t-l-+---1---·t--+--+--+--t---t------f--+-+---l--+-l-···l--+-+--+--+--+--11-t--l·-· ----f--+-+--+--+-l--l-+-+-+--+--+-l-l-+-+--l--+--+--l-1---1--t--t--+---t----f-t-+---+--t--t -+-+--+--+-+--1-t--l··-l--+l -+--11----1--+------. -CON TRAC TOR TO VERIFY L OCA TION OF l---+---j----------t---+--1-1--+-+··· ·---·----1-1--+-+--+---I-l-l-f--+-+--1---+---+---t-+-1---t-f--l--+-I---+---+-·· ··---1---t--J-----1---1--1--lf---+----I---1---1--1---+-lf--l-· ·-·-I-I--+-+--+---+--+-+--+ ---l----t--f-1--1--+-lf--l---l---t--l--+-t----+----+· ------f-----1---I-• ------~-----l-l--l--+-l---+-----l---t-+--l--1--1--+--+-t---l---+---t--t-+--t--1---t---f ··----I--+-~I -+---1---I-·-· r . -EX/ s TING FA GILi TIES PRIOR TO CON s TRUC Tl ON l--+-ll--+--+---+-+---+-4 --+-+--t-+--,---+--l--+--+---+-+--+--1---1--+---1---1---l-+--l---l--t---+--+-l-+--l--+--,---t--l--+-t-+-ll---+--+---+-+--+-+--t-+--t-+--,---+--I··----l---l--+-!--1----+-,+-. -+---H-+-+-+-1--+-+--+--,1---l----l.......i-..._t-,L-f-+---jl--+-t--t-1--t--t--+-t--+-+-+-+--1-+-t--+-l-l·-t----t-t-t--t--t-11--t""" -OF N[ W IMPRO V[ M[ N TS TO EN SUR[ 1---+--+--;-J--+---1 -+--1--+----+---+--1--t--+-+---<--+-----1-+-+-1 ------------·t-+-+---+--t--t-+--+--+--t---+--t--tl--t-+--t--+---t--t-+---+-+--t---+--1···--f---+--+--+--t--+-+--;-J--+--+-+---<-+--+······ --l--+--11--t--1--+--l-----+--I HORIZ. 1' =40' • l----+-+--+-+--+-1t--+----r· --PROPER CONN[ C Tl ON s & [LEVA Tl ON s 1--+--t ----+-+--ti--+-f------1---t---t-4---t--+--I---1--1--1----l-----l---l--l--l-+-t----l---l--l--l-f---. ----1--r---+--t--+-·--· ---~-------------l-+---+--+-+-1--1--l--+--I---1--t-+-l--+-+-1--t----------1---+---+--+--+--+---+----;-J---r--+--+-I VERT. 1 '=4' 1--1-+-+--+---+-t-+-+-+-+--l---t--t-l---+-+-+-l--+-t--+---t-+-t--t--~-. 1---L 1 ..1I_L_I _)_I __l1-ILl_', __l_Ji_Li.ll _J,_L__IJ_I _JI_LL_L__L__J___l_J_Ll.__L_l___l__l_,LL_L...L__l.__l__J_LL..L_l___l___l_J_LL..L_l___l__J_LLJ___L__J___l__J_Ll__L_l___l__l_JLLL...L_l___l__J_LL..L...L__l___l_J_Ll.__L_l___l__l1-LLJ__l___J__J___J_LL..L..L ______ J___L_j___J_L__l_J____J__[___j__j_L_J___L_J__[__j__j_L___j___J__.....L_L____l_l____[___j___j___,____J____J_L__+-...L.......L........L.....J.-''---'--~I- 224+00 226+00 228+00 230+00 . ·. E L C A M I N 0 R E A L PREPARED BY : CURVE DATA m ""~,,ro,aa s.mro ""' DELTA RADIUS LENGTH TANGENT ol southtm Collfcmla A 87'52'25" 15.00' 23.01' 14.45' Call: TOLL FREE 1-800-227-2600 B 69'/J'/J" /B,00' 21.75' 12.42' TWO WOII.KIHIJ OAYS IIEFOII.E YOU D10 C 70'30'44" 18.00' 22.16' 12.73' ~~ .. ' C&V CONSULTING, INC. CIVIL ENGINFERINO !AND PIANNINO AND SURVEYING FOOIHllL RANCH PHONE (!>19) 916--lDJ Z1l:i6 BURBANK FAX (949) 916--1'lS FOOIHllL RANCH, CA !llfilO CVC-!Nc.NBT 231+00 232+00 233+00 NOTES: I. 2, SEE SHEET 10 FOR SIGNING AND STRIPING, SEE DWG. NO. 471-6A FOR GRADING. \ CONSTRUCTION NOTES: @--coNSTRUCT 6" CURB AND 18" GUTTER --COMBINED PER SDRSD DWG, NO, G-2, ->¥-@--CONSTRUCT CONCRETE DRIVl:WAY PER SDRSD DWG, NO. G--14A. 0----coNsmucT 4" CONCRETE SIDEWALK PER CITY DWG. NO. G-7. 'it-@--CONSTRUCT STREET LIGHT W/ 13,700 LUMEN LIGHT PER SDRSD STD. OWG. NO. E--1. @-sAWCUT & REMOVE A.C. PAVEMENT. 0-----sAWCUT & REMOVE A.C, BERM. @-CONSTRUCT 6" A.G. W/ FOG SEAL OVER 6" A.B. PER CITY SPECIF/CATIONS. WIT/·/ S. C. 250 PRIME COAT (jj}-coNSTRUCT 5--1/2" CONCRETE SIDEWALK AT EMERGENCY ACCESS DRIVEWAY PER SDRSD DWG. NO. 6'--14A. @--PROTECT IN PLACE. 'It-MDDIFlll.D P~P-VDLOM,;, '!,, C.1-lAPTl!.ll 'Z. Of Tl-Ill C. IT Y DI' CA l!l ':>l'»IO IHI G l H l:!Q.Ll iJC-',-f,OIJDAl!-0'7. "A5 BU! LT" &::b lNSPfCTOR GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. , --1---t-----------t-----+--+-----t----, I SH3EET I CITY OF CARLSBAD ~ ~ ENGINEERING DEPARTMENT L..!J:LJ ;::=::='-'==============:::'..'.::==; /1\ DATE INITIAL DATE INITIAL DATE IMITIAL ENGINEER OF WORK REVISION DESCRIPTION. OfHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: LA COSTA VILLAGE TOWNHOMES EL CAMINO REAL CDP04-17, CP04-03, SDP04-05 APPROVED: ;// _ / ~ L J'J ,/GLEN K. VAN ~ESKI /-ff/."" Y. ?/(1.,,, /~ 7:/1112, ENGINEERING fAANAGER PE 41204 EXPIRES 3/31 /13 D~TE OWN BY: CHKD BY: RVWD BY: TAP l)ef--PROJECT NO. CT04-08 DRA'MNG NO. 471-6 JJ91mp0J 11/17/11 032612 CONTRACTOR TO VERIFY LOCA T/ON OF 'ib. EXISTING FACILITIES PRIOR TO CONSTRUCT/ON <-c£<1P OF NEW IMPROVEMENTS TO ENSURE it PROPER CONNECTIONS & ELEVA T/ONS DELTA A 88'28'00" B 88'28'00" 233t00 ------,- -----T-··-> GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. CURVE DATA RADIUS LENGTH TANGENT 35.00' 54.04' 34.08' 25.00' 38.50' 24.04' ~ ~ ''"--' . ...., ~I-..: V) V) h:; ~ V) CJ .............. 234+00 2 35 00 'II--- w--w- ---• ,--··· 160 235+00 236t00 0---rn _, WfST TOP OF CURB PROFILE EXIST. M"ST AN/SH SURFACE AT A.C. DIKE 237+00 238+00 239+00 ---rn ··-,0-··-" -~~-t-fO --l-¼-rn 2Jl+OO w . - 0 w-- ___ , E L C A M NOTES: 1. SEE SHEET 10 FOR SIGNING AND STRIPING. 2. SEE DWG. NO. 471-6A FOR GRADING. 3. SEE SHEET 18 FOR TRAFFIC SIGNAL MOD/FICA T/ON. 239+00 ---w----·---w-- -•------···--"c--l-1-~•---·· I N 0 TELEPHONE CONDU/TIAT& /2"A.C.P. WATER MAIN (CMWD} PER DWG. NO. 189-1 & 305-68 (H.G.L. 550} /6"A.C.P. WATER MAIN (CMWD} PER DWG. NO. 189-1 & 305-68 (H.G.L. 550) R E PREPARE:D BY : ---,--- A L @ Underground Service Alert of South■m Ca!lfomla ti'$~~ I Call: TOLL FREE 1-800-227-2600 TWO WORl<ING DAYS BIFORE YOU DIG C&V CONSULTING, INC. CIVIL ENGINl!EUNG IAND PiANNING AND SURVBYING RXlTIIIIL RANCH 27156 BURBANK RXlTIIIIL RANCH, CA 9llilO FHONE (9<9) 910-..., FAX /9<9) 916-l!OS CVC--INC.NEf f2 ~ 7--t.igi)-c--- EXIST. SOUTH TOP 0 PO/NSEmA LANE CURB ~ V) h: ">,__ _____ __, 54.98 L.F. 0. C. ---+-------------+-----------------------·-C-----------~-+------------~----------- L------------ ----- 240t00 HORIZ. 1'•20' VERT. 1'=4' --- 241+00 : I I POINSETTIA LANE SEE Sr,!Ei T f:./O, I 51' 4/' J+---f---=--+--+J~I L___----1 / D' }i 'V ""' 'le· ·o/ \ I I I -4 I I -,0 DETAIL ON ET 6 242+00 , __ _ --'II---,•1------ NOTE: CONTRACTOR TO COORDINATE TRAFFIC CONTROL AND STREET TRENCHING WITH CITY INSPECTOR. ,_ 0 c., CONSTRUCTTON NOTES: 0---coNST.RUCT 6" CURB AND 78" GUTTER -COMBINED PER SDRSD DWG. NO. G-2. (l)----coNST.RUCT 4" CONCRETE SIDEWALK PER SDRSD DWG. NO. G-Z •®--coNSTRUCT ST.REET LIGHT STANDARD W/ 13,700 LUMEN LIGHT PER S.DRSD STD. DWG. NO. E-1. ©--sAWCUT & REMOVE A.C. PAVEMENT. 0--sAWCUT & REMOVE A.C. BERM. @--coNSTRUCT 6" A.C. W/ FOG SEAL OVER 6" A.B. WIT/-/ s.c. 250 PRIME COAT PER CITY SPECIF/CA n9Ns. @--PROTECT IN PLACE. @--REMOVE METAL BEAM GUARD RAIL ASSEMBLY. @---coNSTRUCT METAL BEAM GUARD RAIL PER CALTRANS STD. PLAN NO. A77A2. @--REMOVE CONCRETE V-DITCH. @--REMOVE & RELOCATE FIRE HYDRANT ASSEMBLY AS SHOWN PER CMWD STD. PLAN NO. W---12. @--coNSTRUCT CURB RAMP TYPE 'A' PER SDRSD NO. G-2Z @--ADJUST MANHOLE, PULL BOX OR VALVE BOX TO GRADE PER REQUIREMENTS OF AGENCY. @--coNST.RUCT BUS PAD & BENCH PER NORTI-/ COUNTY T.RANSIT DIST.RICT SPECIF/CA TIONS. @--coNSTRUCT PAVEMENT JOIN PER DETAIL ON SHEET NO. 2. @--coNT.RUCT T.RENCH RESURFACING PER CITY STD. PLAN GS-25. @"--SAWCUT AND REMOVE A.C. PAVEMENT. • MODIFIED PER VOLUME J, CHAPTER 2 OF THE CITY OF CARLSBAD ENGINEERING STANDARDS. "AS BUil T" EXP. /.o I\ '-t ' DATE S/4/!r' I '° , ' ;DATE l----+--+-----------1---1-----l----l---l I SH4EET I CITY OF CARLSBAD ~8 ENGINEERING DEPARTMENT l__!_Qj :::==::::'....':::===============::::'....':::==== 5/08/14 JDS REPLACES SHE:E:T ORIGINALLY SIGNED J/01/2012 DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: LA COSTA VILLAGE TOWNHOMES EL CAMINO REAL CDP04-17, CP04-03, SDP04-05 APPROVED: GLEN K. VAN PESKI ENGINEERING MANAGER PE 41204 EXPIRES 3 31 13 DATE DWN BY: TAP CHKD BY: __ _ RVWD BY: PROJECT NO. CT04-08 DRAWING NO. 471-6 ' . ,.·; , I i I en l> ~ n 0 I 0 S TI mo •□o ~DC '~c:i i JJ Ul '" w g' ,n ·o • , l> i !I z ~z~ ,c ~~I ~ ~ tl '2 OJ [Tl •W 1s~ -z I ill sl ,. . ' .jl,, 0 ... ... 00 0 JJ ~ z (i) z C s OJ m :rJ D :rJ i z (i) z C s co m JJ 0 :0 i z (i) z C s co m :rJ D :rJ l> c~ :e z Cl Cil .jl,, 2 ._. 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I ' -■-----+-l---+--f--+---l-+--+---+--+--t----t----t--+-t---+---+---+-t-+---+--l--l--tl-+--+--+--+J..1%l: ~ j;.oi 1_2,0fo_ i' -..;, I ---~1--+---+---J-~~ ,..-: -0-~--Q.1!-1. • 0:1~ • o,N. --, , ~ '. i"----foP-OF •URl'l---+-----1 --1-t--+--+--+---+-+-+----+--f-t--+--➔--+---+-1---+---+----1·--t~+---+--1----+-1--+--+----+--t-t-+-s~ ---15:--.l;;,,_+--+---+-~~-t--+~---~1-+--+---+--<---<---· ---·--·-+---+---+---:-+--+---+--+-1---+---+--+----+-+--+---+--+---11----1-+--+---+-1----1------1-+---+----+-1-+--+---·<-+--1--+---,---1----+---+--+-1-t-+----+---+~r■ --CON TR A C TOR TO VERIFY L OCA Tl ON OF 1-1--+-+-----,---+--+----+-1 5 ----1---+---+--+-t--11-----t----1--+--+--+---+---+r-1--11 5 -----1----t--+---+----+--->--->---+--+-----+----,---+--e--+---+-· ·------t----+--i---+---+-+--1----,.--·--,--ll---,--~ [;; · ~ --~ ~--· -~ ~ ·~··~~ ~----1---+-+----+----,----1---+----+----+---1-----:---1---~,a5-,---1---11----1----1--t-----·---1--+--+---+---;185· --1-1c-t--t---1--+-+--+--+---+---+r--1--+---+--1-t----1--,-, -+--t--·-r---1-t--l -£XIS TING FA GILi TIES PRIOR TO CONSTRUCTION l~Tti.17'. ------· -n--aw..i----+--+---1--t---if---+---+--+--,f----+--jf---t---t--+---1--+--+--+--+-+---+--+---+---+---+-+---+--+-+--f---+---+--+cs'e01' ~--1:s--i/s :g· · "' "-'---~e': rs..~H--t-t---t-t-H__,__._....__....._'7:-J--j--J---t,,J~;a.~~lo-J~iimu --OF N[W I MPRO V[M[N TS TO [NSUR[ l--+--+-1---~ -+-+--1----1-1---1----+---.,.~ I c.' ,• I'.~ ~ ~ ."2 e;,;--,:,C ~ ~ ;'2 ~--~ ~ HQAIZ. 1' =40' I --::-+--+__.JJJJB./lJW.H'hm~I ( •!.rJi21fU0 J$,. :.llLlL!,~.l----jl--1----l---+-+--+-+-+-+---f-lH---l---+---l---t--+-+--+-+---t--t--+---t--t-· I -PROPER coN NE c n oN s & El[ v A T1ON s --f-t---+-t---+----!1---1---+--+---I---f----+---+-l:i1~f J.91i' "' Ss --~-+. --+----+--_; t----il--l-"'--+--+--+--+---+--t----t----l----i VERT. 1• =s· 1--+-J1 ;;1r,.1J4•---e----1----1---1--t--+-t---+---+--1-----1---1-----l-+--+-+--+---f----f----!--t-f-t---+--+---+----t---t-· -- , l 1 1 , 1 1 1 : , 1 1 ( 1 1 1 1 1 ·r· 11 t "1 1 o+oo 1+00 2+00 · EL CAMINO CURVE DATA SEE SHEET DELTA RADIUS LENGTH TANGENT A 84"04'/J" 20.00' 29.35' 18.OJ' 8 101 '32'35" 20.00' 35.45' 24.50' .. 3t00 REAL 3 4+00 s+oo NOTES: 7. 2. SEE SHEET 71 FOR SIGNING AND STRIPING. SEE DWG. NO. 477-6A FOR GRADING. Underground Service Alert of South1m C,illfomlo Call: TOLL FREE 1-800-227-2600 TWO WORKINO DAYS ~EfOll:E YOU D10 6t00 7+00 "AS BUlL1 r, ✓, ...,"4~, \ : PREPARED BY : ~·- C&V CONSULTING, INC. CIVIL FNGINEERING I.AND PUNNING AND SURVEYING FOO'lllllL RANCH PHONE 1949) 915-:BJO 27156 BUIUIANK FAX 1949) 915-311)5 FOO'lllllL ~ CA 92fi!0 CVC-!Nc.NET a+oo 9t00 (0-SAWCUT & REMOVE CONCRETE SIDEWALK. @-coNSTRUCT CURB RAMP TYPE 'A' PER SORSD NO. G--27. @---coNSTRUCT STREET LIGHT (5,500 LUMEN). STANDARD PER SDRSD STD. DWG. NO. E--1. @-coNSTRUCT FIELD INLET PER SDRSD NO. 16 & 17 AND DETAIL SHOWN ON SHEET 13. 10+00 11+00 12+00 EXIST 8" A.C.P. WA/fR (CMWD) PE11 DWG. NO. 377-6 {H.G.L. 315) GRAPHIC SCALE 40 0 20 40 ~~--L-;;~•~' -'~I 00 160 i I __ ------l. ( IN FEET ) 1 inch = 40 ft. f---+----+----------+---f----+-------l---ll SH5EET I CITY OF CARLSBAD ~8 ~=='-==::::::E:::N:::Gl=:N:::EE:::R:::IN=G::::=D=E=P=A=RTM=E=N=T===--=L!_!U==~ 11\ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTf!ER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: LA COSTA VILLAGE TOWNHOMES DOVE LANE CDP04-17, CP04-03, SOP04-05 APPROVED: ;// -../ _ , ..Ji .. J GLEN K. VAN/ /2ESKI ,('7(~,, ,';, 7.d-, /&~.-3 ! z ENGINEERING 'iilANAGER PE 41204 EXPIRES 3/:11 /13 DATE DWN BY: CHKD BY: RVWD BY: TAP D6/I._ PROJECT NO. CT04--08 DRA'MNG NO. 471-6 3391mp05 11/15/11 032612 C 01 ::E 0 G') -.,:,. ~ """ 00 ~ I a, CONTRACTOR TO VERIFY LOCATION OF EXISTING FACILITIES PRIOR TO CONSTRUCTION OF NEW IMPROVEMENTS TO ENSURE PROPER CONNECTIONS & ELEVATIONS -- 209+00 NOTE TO CONTRACTOR: POTHOLE EXIST. 16" WATER MAIN TO DETERMINE PIPE LOCA 'llON & TAPPING SLEEVE SIZE PRIOR TO CONSTRUC'llON. EXIST. /6" P. V.C. DOMESTIC WATER ----PER D~. 0. 377-6 EXIST. 8 .. C. RECYCLED WATER PER D . NO. 377-6 '" ~~ --------=-----a, =">c~=hl==fe,.,=_cl=,==± DELTA A 88'28'00" TUNNEL WA R SER VICE UNDER MEil ISLAND ----"'·.-ii-st-"'-'t--"-s"'cj-------..._--~/-~+J-'µ.J,fH--11- "' CURVE DATA p 0 I N s RADIUS LENGTH TANGENT 35.00' 54.04' 34.08' I E T SOUTH TOP OF CURB PROF/L 210+00 53 p k' " -<n K " h. k' ~ k' k' ::ll Cl.. '<J ;/; -<n (3 "' <n ;,; " 'i;' " " "' " L/4 L/4 L/4 /4 L 4=13.75' 54. 98L.F. 0. C. CURB RETURN 'ROFILE 211+00 I ; I \ I I , I • I I 'o' I I Q I\\, ~ I 1 1 '\><'+-f--lk-t--~:+=i--+l--1--+ffil--16" A.C.P. WATER (CMW) I 12" A.C.P. WATER {CMW) ;:;j I ",-+--1--+++-'-TELEPHONE CONDUIT (AT&T) 1 1 , • I I I e e I \ I I ! 11 I 1 EL CAMINO REAL SEE SHEET NO. 4 T I A L A N E Underground Service Alert of Soiilh,m Calltomla Call: TOLL FREE 1-800-227-2600 TWO WORKING OAY5 BEFORE YOU DIG . I"' I I I I CJ • :7 DETAIL 1C1 SCALE: 1 "-20' NOTES: 1. SEE SHEET 10 AND 11 FOR SIGNING AND STRIPING. 2. SEE DWG. NO. 471-6A FOR GRADING. 3. SEE SHEET 18 FOR TRAFFIC SIGNAL MOD/FICA TION. PREPARED BY : tw:!41•--I ~i~fESS/o,r,: ~i~ w. s ~~ 0 ,,, c_, ~ ~~~ ~~ C&V CONSULTING, INC. ~ -,., ... ~ ·-- CIVIL llNGINEl'lUNG C:W::;>' 1 ~~ No. 33520 * !AND PL\NNINO AND SURVEYING • ,p. 6/30/2014 FOOlllll.L RANCH PHONE (949) !>lfr-BJO ¾;; C/V\C 'if.~-,_ ZIJS6 BURBANK FAX '949) !llv-3\I05 'OF W.\\~ FOOlllll.L RANCH, CA 92610 CVC-INC.NEf I \ HORIZ. 1'•20' VERT. 1'=4' DETAIL 1D 1 SCALE: 1''-10' GRAPHIC SCALE <C 0 20 40 80 ~ -..; --i i i ( IN FEET ) 1 inch = 40 ft. I I I I 5/08/14 JDS R<PL.ACES SHEIT OR/G//'IAU.. Y SIGNED J/01/2012 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 160 i DA1£ INITIAL OTHER APPROVAL CONSTRUCnON NOTES: 0---coNSTRUCT 6" CURB AND 18" GUTTER -COMBINED PER SDRSD owe. NO. G-2. (})--coNSTRUCT 4' CONCRETE SIDEWALK PER CITY owe. NO. G-7. @--SA WCU T & REMO VE A. C. PA VE MEN T. (ij--SAWCUT & REMO'![ A.C. BERM. @-coNSTRUCT 6" A.C. w/ FOG SEAL O'l[R 6" A.B. WITH s.c. 250 PRIME COAT PER Cl TY SPECIF/CA T!ONS. @---sAWCUT & REMO'IE CONCRETE CURB & GUTTER. @---CONSTRUCT METAL BEAM GUARD RAIL PER CALTRANS STD. PLAN NO. A77A2. @--REMO'![ & RELOCATE FIRE HYDRANT ASSEMBLY AS SHOWN PER CMWD STD PLAN NO. W-12. @--coNSTRUCT CURB RAMP, TYPE A, PER SDRSD NO. G-27. @--ADJUST MANHOLE, PULL BOX OR VAL VE BOX TO GRADE PER REQUIREMENTS OF AGENCY. @--sAWCUT & REMOVE CONCRETE MEDIAN CURB AND PAVEMENT. @--coNSTRUCT MEDIAN CURB NOSE PER CITY STO. PLAN GS-18. '@--coNSTRUCT MEDIAN PA'IEMENT TO MATCH EXISTING. WATER: @--coNSTRUCT TRENCH RESURFACING PER CITY STD. PLAN GS-25. @-sAWCUT AND REMOVE A.C. PAVEMENT. @-coNSTRUCT 2" RECYCLED WATER SERVICE & I 1/2" METER PER CMWD STD. ND. W-4. ' MODIFIED PER VOLUME J, CHAPTER 2 OF THE CITY OF CARLSBAD EN/NEERING STANDARDS. "AS BUil T" . : _ c_ •i1.\•~\"'I. '(-\ 1.-\ '-" "' ' ' RCE ~) ,;.:,._-.:, EXP. I..~\ '-l_ DATE REVIEWED BY: ~Uk J )_ J 3 /+ /_;_~ ltlSPE,CTOR ' DATE , I SH6ET I CITY 'OF CARLSBAD Lill ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LA COSTA VILLAGE TOWNHOMES POINSETTIA LANE CDP04-17, CP04-03, SDP04-05 APP!t_VE .q,soA.) 5. 4 lf LOii. e. T "'=:EN I<. VP,~~ PESKI I \,,v~ ~ ,. ,z. el -• .n "r'/J~("tot f ENr;fNEERING MANAGER PE m&J. EXPIRES J/3{ /1'5 ' DATE DWN BY: IM' I PROJECT NO. I DRA'MNG NO. DA1£ INITIAL CHKD BY: CT04-08 CITY APPROVAL RVWD BY: 471-6 0 0 J'J :i:, ~ . 2 Q 2 C $ ca m J'J I I' I I I "' )> ~ n 0 0 1:11 ~ J'J ~ :n 0 i 30C "~@ "' ~ a< 2 . " . ''"~ Q ~ ~z ,;z~ 2 0 .C :z· ~ I C '2·1llo ~-~JI $ iii m -w,: ca 1~1 m J'J I sl )> I I 0 J'J ~ . 2 Q 2 C $ [lJ m J'J 0 J'J Cl~ en :e- 0 C'l~ ... i:,. 2 ... ""' c:: 00 -:°' $ q, ca m J'J NEW C&:G EL : . · .. 2.0% · ,, "'·-·•1: 6" C.F. r O" CF 218.13 F.S. 9 >--~ ~ CC) ,::,,... -·q1~C'.:) c:; "1->-_I ~lA ~~ ~es'S- tr) Li:l c:::i ~ ~ ~ VJ l<J ,:: CAMINO 218,49 F.L. REAL EMERGENCY ACCESS ROAD DRIVEWAY DETAIL 'A, SCALE 1"=10' "'I R/W "" Ii, I -NEW. J . c::i ½"1 · ~ J l{) SIDEWALK NEW C&:G . '9 •('I "'. ~ M "' ~ "' ~ ?s VJ I-: % VJ fee E.Mi,.l!.GO,C'I ACCle.'b~ &Al'!'. PAD LCC~ ~\tt Di,.Pt\tz:TMllJJf AP'?12Dl.l~D, l'-.llDX Ltie,~ ILl2.'IQ,O A', ~UIII.Q.O I\,'/ T\.l\!. CIT'/ DI'-c.A\!.l'?l'>M1. PU!l\~,Q t;>QQ, 5Ht1:12T 12. /4,-Of' lit\?: PW11LCT LAIJOSl'.Aflc PLt.>lJS, C0U'rTlWC.TI0IJ Il.,YfAIL "D". Underground Serv!ce Alert of Stuthtm Cclllfomh:i Call; TOLL FREE 1-800-227-2600 TWO WORKtNO DAYS IEFOII~ 't'OU DJO DOVE 14 1 ST. STA. 6+89. 41 4 C/L DRIVEWAY INT. I ; ,: ' ' . . : . . ,. .. / BLACK SKIMMER DRIVE LANE DRIVEWAY DETAIL 18 1 SCALE 1''=10' CONSTRUCTION NOTES: (})--CONSTRUCT 6" CURB AND 18" GUTTER -COMBINED PER SDRSO DWG. NO. G-2. ~ @-coNSTRUCT EMER.GENCY DRIVEWAY PER SDRSD DWG. NO, G-/4A. (j)--coNSTRUCT 4" CONCRETE SIDEWALK PER CITY DWG, NO, G-7. @-coNSTRUCT ALLEY TYPE DRIVEWAY PER CITY STD, NO. GS-20, @-sAWCUT & REMOVE A.G. PAVEMENT. @-coNSTRUCT 4" A.G. w/ FOG SEAL OVER 6" A.B, V~TH S,C, 250 PRIME COAT PER CITY SPECIFICATIONS. @--coNSTRUCT 5-1/2" CONCRETE SIDEWALK PER SDRSD DWG. NO, G-14A &: CITY DWG. NO. GS-12. @-sAWCUT &: REMOVE CONCRETE CURB&: GUTTER. ([j)-sAWCUT &: REMOVE;. CONCRETE SIDEWALK. '"' MOPll'IQ,17 PE-ll \lOL\lM~ :,, CUAffi\\_ 'Lor-W[ CIT'! 0~ CAIU.$1',AO EUGI UQ.ULll-lC-STAt-.lOAUS, CURVE DATA \ DELTA RADIUS LENGTH TANGENT A 85'02'35" 20.00' 29.69' 18.34' B 101 '32'35" 20.00' 35.45' 24.50' ~?J~':~C--t!!.~~~,/=•~~----~• f/41/~ IN.51'r.LTOR 0/1.Tf' I SH7EET I CITY OF CARLSBAD 11 SHEETS I >----,>-----+-----------------,>----4---+----+----f ENGINEERING DEPARTh1EflT 18 f----+----t-----------------+---+----t----t---l PREPARED BY : ~ C&V CONSULTING, INC. CML ENGINEERING IAND PUNNING AND SURVEYING /1\ FOOTIIILL RANCH PHONE (949) 91&-JllO DATE INITIAL DATE INITIAL DATE lf/lTIAL Z7l56 BIJRIW<K FAX (949) 91&-lllS FOOTIIILL RANCH, CA 92DIO CVC-!Nc.N!IT ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: LA COSTA VILLAGE TOvVNHOMES DRIVEWAY DETAILS CDP04-17, CP04-03, SDP04-05 APPROVED:/// -,/ 7 / _J'l. .flLEN K. VAN PE;i~I · ;('fu-n A', I/th,, l-ftift,~ 7,/1//Z EflGINEERING MANAGER PE 41204 EXPIRES 3/31/13 DATE DWN BY: TAP CHKD BY: TlE/1, RVWD BY: PROJECT NO. 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LN[W R/W ' 1se 1:, 1:, 1:, 1:, E L C A M I N GRAPHIC SCALE ( IN FEE'!' ) 1 inch = 40 ft. 95 0 R E 10 ~ " .., \:! P'l '-" ~ ~ il2 (( 0. i:'§ ;., c:, \!i OJ :;;e. 's! :::I ~ c:, ~ i:'§ ~ ~ "' ~ OJ 0 R E © Underground Service Alert of SQuth•m C<11lfoml<1 Call: TOLL FREE 1-800-227-2600 TWO WORl<lMO DAYS IEfOI\E ¥OU DIG CONSTRUCT/ON NOTES: @-INSTALL 12" WHITE LIMIT LINE/CROSSWALK .PER CAL TRANS DETAIL (THERMOPLASTIC). @-GRIND & REMOVE EXISTING STRIPING, MARKINGS OR LEGENDS. @-PAINT 4" WHITE LANE LIN[ PER CALTRANS DETAIL 12. (i};-RELOCA TE SIGN AND POST AS SHOWN. @--PROTECT IN PLACE. @-!NSTALL WHITE 'SIGNAL AHEAD' MARKINGS (THERMOPLASTIC). @-,NSTALL WHITE 'BIKE LANE' AND ARROW PAVEMENT MARKINGS (THERMOPLASTIC). @--,NSTALL SIGN AS NOTED ON PLAN. @----,NSTALL SIGN ON STREET LIGHT POLE AS NOTED ON PLAN. @-PAINT 6" WHITE BIKE LANE LINE PER CALTRANS DETAIL 39. @-PAINT 6" BROKEN WHITE LANE LINE PER CAL TRANS DETAIL 39A. A L 1:, 1:, 1:, ' I I 1;i POINSEmA LANE I I ------------ ___ .....J "' 1:, ~ I . ~JJ+OO b, b, 1:, 1:, ' .. ~ ~ --~ 1--·1 2J4t ~ L -· __ _I a ~ ca STRIPING AND SIGNING GENERAL NOTES 1. TH[ CONTRACTOR IS R[SPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING. 2. ALL SIGNING, STRIPING AND PA VEM[NT MARKINGS SHALL CONFORM TO TH[ CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL D[V/C[S (LA T[Sf ll[RSION), TH[ CAL TRANS STANDARD PLANS AND SP[CIFICA TIONS (LA TfST ll[RSION), TH[S[ PLANS AND TH[ SPECIAL PROVISIONS. J. ALL SIGNING AND STRIPING IS SUBJ[CT OT TH[ APPROVAL OF THE. TRANSPORTATION DIR[CTOR OR HIS R[PR[S[NTA TIii[, PRIOR TO 11/STALLA TION. 4. ANY D[V/A TION FROM TH[S[ SIGNING AND STRIPING PLANS SHALL 8[ APPROll[D BY TH[ TRANSPORTA TIO// DIR[CTOR OR HIS R[PR[S[NTA TIV[ PRIOR TO ANY CHANGE. IN TH[ f/[LD. 5. ALL STRIPING SHALL 8[ RffL[CTIII[ P[R CALTRANS SP[CIF/CA TIONS. STRIPING SHALL BE R[PAINT[D TWO WE[KS AFTfR INITIAL PAINTING. 6. ALL SIGNAG[ SHALL 8[ Rffl[CTIV[ PER ASTM DESIGNA 7/0N D4956 AND SHALL US£ TYPE. IV PRISMATIC RE.FL[CTIII[ SH[[77NG (HIGH INTfNSITY PRISMA 7/C OR [QUAL) UNLESS OTHERWISE. SPECIFIED. RI-/ "STOP'; Rl-2 ''f/E.LD'. R2-1 "SP[[D LIMIT" AND STRffT NAM[ SIGNS SHALL US[ TYPE IX PR/SMA TIC CUBE-CORN[R R£FL[CTIII[ SH[[T/1/G (DIAMOND GRAD[ VIP OR [QUAL). 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LIN[S SHALL 8[ APPROll[D BY Tl-/[ TRANSPORTAION DIRECTOR OR HIS R[PR[S[NTATIII[ PRIOR ro INSTALLATION. 8. CONTRACTOR SHALL RE.MOIi[ ALL CONFLIC77NG PAINT[D LINES, MARKINGS AND PAV[M[NT LfGENDS BY GRINDING. DEBRIS SHALL B[ PROMPTLY ~[MOll[D BY TH[ CONTRACTOR. 9. ALL PAll[M[NT LEG[NDS SHALL 8[ Tl-/[ LAT[ST ll[RSION OF rr,:; CALTRANS STfNC/LS. 10. LIMIT LINES AND CROSSWALKS SHALL BE F/[LD LOCATfD. CROS~WALKS SHALL 8[ F/[LD LOCATED. CROSSWALKS SHALL HA VE /0' INSIO[ DIM[NSION UNLESS OTH[RWIS[ SPECIFIED. II. ALL CROSSWALKS, LIMIT LIN[S, STOP BARS, PA ll[M[NT ARROWS AND PA ll[M[NT SHALL 8[ THERMOPLASTIC UNL[SS OT/-l[RWIS[ SP[CIFIE.D. PRE.FORM[D Tt-lERMOPLASTIC ARROWS AND LEG[NDS SHALL NOT BE ACC[PTABLf. 12. ALL SIGNS SHALL BE STANDARD Sil[ AS SHOWN IN Tl-/[ CALIFORNIA MUTCD UNLESS OTHERWIS[ SP[CIFIE.D. 13. S1GN POSTS SHALL 8[ SQUAR[ PERFORA T[D STE.fl TUBING WITH BR[AKAWAY BAS[ P[R SAN DIEGO REGIONAL STANDARD DRAWING M-45. 14. Vil/EN A SIGN IS ATTACH[D TO A POL[, IT SHALL B[ MOUNTfD USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACK[T WITH STRAPS. 15. EXIS77NG SIGNS R[MOVED BY Tl-/[ CONTRACTOR SHALL 8[ D[Llll[R[D BY Tl-/[ CONTRACTOR TO Tl-/[ CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A ll[NUE. /6. ALL SIGNS SHOWN ON THESE PLANS SHALL 8£ NEW SIGNS PROVIDED AND INSTALL[D BY Tl-/[ CONTRACTOR EXCEPT THOS[ SIGNS SP[CIFICALL Y SHOWN AS EXISTING TO BE R[LOCA T[D OR TO R[MAl/1. 17. FIRE HYDRANT PAVEMENT MARK[RS SHALL CONFORM TO THE. CALIFORNIA MUTCD AND SAN DIEGO R[GIONAL STANDARD DRAV#NG M-19, 18. ALL MEDIAN NOSES AND FLAFR[S SHALL BE PAINT[D '([LLOW. i's OJ G OJ i'i :,, -<>: .,. ~ <" '"' V"J :as '-<J 's! c:, a "' ~ V"J '"' .., <: C5 i:'3 v; i'i -~ ~ 's! '"' c:, V"J a :as '-<J "' "AS BU\ l1~,. ~Y:'.I "sh:-'>1►(y' \ j . 5\].y\1y_ ll.CJ°3,\.:S:"". E:<.P. .'=>\ \Y, 1)1\ TE l@ I I I Rf.V)-J.\IIEA,B'/! / P 't::-'E 1/..i. //.,et,,,,,,,,1; ·•..-4l t3 /11 A L PREPARED BY : C&V CONSUL TING, INC. CIVIL ENGINEl!lUNG UND PIMINING AND SURVEYING FOOl1III.L RANCH PHONE (94&) 91&-llXl 27156 BURBANK FAX (94&) 91&-llJS FOOl1III.L RANCH. CA 92&0 C'VC·!Nc.NIIT 01N,J1 mA LANE 1,, ,rEc.,oP... D/1.TE ~==i==+=============~~:5===r==r===r=~.:=:~~===============:::::-:::=====:--fsBE[rl CITY OF CARLSBAD I SHEETS I i-----+--t---......1...---------------1----1----l--__j_ _ ___J L!__Qj ENGINEERING DEPARTMENT .18. ' ~='....'::::::============-==::::::::'::====='----'===; DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: LA COSTA VILLAGE TOWNHOMES SIGNING AND STRIPING -EL CAMINO REAL CDP04-17, CP04-·03, SDP04-05 APPROVED:!! -,/ _ /_, --(l,,./,GLEN K. VAN ff;:~KI ,(f!.Y 11 A. 7/d.... I.~ ?Jlilrz ENGINEERING MANAGER PE 4120(EXPIRES 3 31 13 'oATE OWN BY: TAP CHKD BY: 'Q&I. RVWD BY: PROJECT NO. CT04-08 DRAWING NO. 471-6 J391mp10 11/16/11 032612 EL CAMINO REAL SEE SHEET NO. 10 ORI WAY I D 0 V E m Under9round Service Alert ol S.lllhtm Calllomlo Coll: TOLL FREE 1 -800-227-2600 TWO WORKINII DAYS IETO!IIE YOU DJO 94 BLACK SKIMMER DRIVE L A N E •. . .. PREPARED BY : C&V CONSULTING, INC. CIVIL F1'IOINl!ERING IAND PI.-NNJNG AND SURVEYING FOOIHllL RANCH PHONE (949) 91&-'IOJ 2Jl56 BIJRBANK FAX (949) 91&-Jllll FOOIHllL RANCH, CA 92110 CVCHNCNIIT CONSTRUCnON NOTES: @-INSTALL 12" WHITE LIMIT LINE/CROSSWALK PER CALTRANS DETAIL (THERMOPLASIIC). @-INSTALL RI-I 'STOP' SIGN AND POLE & WHITE 'STOP' LEGEND (THERMOPLASTIC). @-INSTALL DOUBLE YELLOW LANE LINE PER CALTRANS DETAIL 28. @-INSTALL DOUBLE STREET NAME SIGN ON STOP SIGN POLE. ') .:'>'~►•&e ✓d"h _)\)...L\\IY . Rl[ 3,'3:S\.Q, D<.?. Go. I\'::! -OAT[ \Nf.l'EC'illi. ' GRAPHIC SCALE 40 0 20 ,,o 80 160 I I I .____, 1 ~-I I tt ( IN FEET ) 1 inch = 40 ft. ~ CITY OF CARLSBAD ~ f--------t--+-------------------t----1---t----+------l Ll!J ENGINEER/NG DEPARTMENT l___!_§j /-------t--+----------------1---+--l---/-----l l-------t--+----------------l--·f-----1---+---I /1\ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: LA COSTA VILLAGE TOWNHOMES SIGNING AND STRIPING -DOVE LANE CDP04-17 CP04-03 SDP04-05 APPROVED: /JI _ I I _fl./ GLEN K. VA~/ PESK/ ,~.t,11 1". 21/t... ~ ~-3/1/12 ENGINEERING MANAGER PE 41204 EXPIRES 31:11113 '□~IT DWN BY: TAP I PROJECT NO. I DRAWING NO. CHKD BY: Dl:it CT04-08 471 6 RVWD BY: -. . 3391mp11 11/16/11 0326/2 10+00 032672 ( IN FEET ) \ 1 inch = 20 ft. 3391mp13 11/16/11··!-.. i ' . PROPOSED SLOPE -200--------------------------------P./L---------------\----------------------------2O0-- ____ ,c... ·1-80--- PERF. PIPE INLET & GRA VEL --1-75,-----------------------'-'\·------~ Ef1!!fsf1gf,1!Mrbt/a!J,,'!JYEIIorro•·M.r --------------------1 '," 75----- Exisr. 24" R.C.P, ·1-''lO ----------·-··----------·--·--··-·---------DUTLET.-------------· ----------------------------···----------·---1?0-- SECTION A-A SCALE: 1 "=20' HORIZ.; 1''=10' VERT. "A.S BU\ L 1" , - RU: 3 '> ~ EW G, \ \ Y BOECO COPOLYMER POL YPROP YLENE STEP OR EQUAL J' h...,t--------+·Lr -1--- / !,-, (3 -----......_________ __ ~-~n ~ ::s " ru.rf----------f,_rl-~---+--- MARCON PRECAST ACCESS -----_j HOLE SHAFT OR EQUAL ~• PROVIDE LANDING WITH J' DIAMETER ACCESS OPENING. ALIGN OPENING TO 4' DIAMETER h ALLOW UNIMPEDED VIEW OF THE INVERT ~ FROM THE TOP OF THE CLEAi/OUT ,----'--'--\-\---'' -"\ -_J: -----_I,~~ --------l-- 1,,, l ~-----------------'-- 12" P.~C. INLET ----f--1-------o FROM NORTH AND SOUTH 5' l 1----1----1-------' 24" R.C.P. STORM DRAIN NOTE: SEE SDRSD 0-10 & 0-11 FOR ADDITIONAL DETAILS AND NOTES. 24" R.C.P. STORM DRAIN \ t'JB", _____ _..;.M:.:..;;O;.;;;.D.:.:..IFl=ED::......;.TYP..;..;...:E_'.:.:B5=-' -=C:.::LE:::..A.::..:N.=..:OU:...:T~----- "2!V NOT TO SCALE i-----t---+------------+--+--1---+---l u!] CI~llN~fiNG ~~~~~;~AD ~ R.1¾l}~I}~ 'o::. (fLf)/1,(u., r..:.-II u It+ __ .-----'---'-1'-'N""~'-'-~~-·-C..'..:..;·titl.'""""". _____ · ----=D:..:.IX:.:..:r=.E_!----+--J--------------+-----1---+--+----I IYPROVEMENT PLANS FOR LA COSTA VILLAGE TOWNHOMES STORM DRAIN DETAILS PREPARfD· BY : t•&INI C&V CONSULTING, INC. C1VJL ENGINEERING LAND P!ANNINO /IND SURVEYING F001lllLL RANCH PHONE 00) 9lfr-ml 27156 B1.JRBANK FAX 00) 9lfr-:lll5 F001lllLL RANCH. CA 926!0 CVC-INc.N!IT CDP04-17. CPQ4-03. SDP04-05 t----+---t--------------J-.---l----1----1---l ~A==P==P7R0':7v'=E7D,= /,,,7,,c,=J=o=,-,== 1.= -~"" /~),,,f='==~GLf~I K. VAl'j fESKI /.1i lM )✓-t/1... r"4!fa_ ?,/lt/Z. DATE INITIAL DA TE INlllAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ENGINEERING ~ANAGER PE 41204 EXPIRES 3/ il/1.l □'ATE DWN BY: TAP CHKD BY: De;' B RVWD BY: --PROJECT NO. DRAWING NO. CT04-08 471-6 3J9Imp13 11/16/11 032612 ! I ) J I I I I I I I I I I I o+oo (SEW.) 1+00 (SEW.) 2+00 (SEW.) ~ '- ti cS Q. 2. TRACER WIRE SHALL BE AWG NO. B STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POL YETI/YLENE (HMW/PE} !NSULA TION SPECIF/CALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POL YETI/YLENE INSULATION SHAU CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WIT// CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE ANO REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRE/! AT TI/E CONTRACTOR'S EXPENSE. J. INSTALL 20 FEET OF STORM DRAIN Pf PE ACROSS EASEMENT PRIOR TO CONSTRUCTION OF WA TERUNE. 3+00 (SEW.) o+oo PREPARED BY : (l':JtAnl C&V CONSULTING, INC. CIVIL EN<JINFlllUNO LAND PlANNING AND SIJRVEYINO RlOl1illL RANCH PHONE 194')) 91&-lffl 27156 BURBANK FAX (9fJ) ~'BlS roonnu, RANCH: CA 91QJ CYC-INC.NET 1+00 WATER SEWER DATA• NO. BRG. LENGTH REMARKS <I) N40'/8'06"E 67.09' 8" P. V. C. SOR 35 / '.) N0175'28''W 47. 79' 8" P. V.C. SOR 35 / D N7I'26'43"E 75.00' 8" P. V.C. C-900, OR/4 ' ,,,,.4;, N63'25'00"E 98.93' 8" P. V. C. SOR 35 (5) N63'25'00"E 133.90' 8" P. V.C. SOR 35 ' ALL LENGTHS IN DA TA BOX ARE ACTUAL LENGTHS MEASURED i.F. TO i.F. OF CLEANOUTS/MANHOLES. WA7E'R DATA: NO. BRG. LENGTH REMARKS (D N40"I8'06"E 28.00' 8" P. V. C., C900, DR/4 (l) N40'I8'06"E 34.25' 8" STEEL CMLC. Q) NOi ·25•oo"E 37.87' 8" P. V. C., C900, ORI 4 © N63'25'00"E 34.38' 8" P. V. C., C900, ORI 4 @ N63'25'00"E 40.50' 8" STEEL CM LC ® N63'25'00"E 114.27' 8" P. V.C., C900, DR/4 DR-1 '1 @--coNSTRUCT 8" P.V.C.-C900 CLASS 2()() ~'ATER MAIN W/ BEDDING FOR CMWD STD. NO. W-2. @-·coNSTRUCT 8" STEEL WATER MAIN PER CMWD STD. NO. W-34 W/ BEDDING PER CMWD STD. NO. W-2. · @--coNSTRUCT 6" GATE VALVE PER CMWD STD. NO. W-I6. @--·CONSTRUCT 8" GATE VALVE PER CMWD STD. NO. W-I6. @--coNSTRUCT 8"xB"xB" D.i. TEE (JOINT TYPE PER PLAN} PER CMWD SPECS. @-coNSTRUCT CONCRETE THRUST BLOCK PER CMWD STD. NO. W-15. @--coNSTRUCT /" MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. NO. W-5. @--coNSTRUCT 2" MANUAL BLOW-OFF ASSEMBLY PER CMWD STD. NO. W-6. @--CONSTRUCT TRENCH RESURFACING PER CMWD STD. DWG. NO. GS-26. @---SAWCUT & REMOVE A.G. PAVEMENT. @---CONSTRUCT FLANGE TO PUSH-ON JOINT ADAPTOR PER CMWD SPECS. @-coNSTRUCT 8" 0.1. 45· BEND (JD/NT TYPE PER PLAN} PER CMV,V SPECS. @--CONSTRUCT ANCHOR BLOCK PER CMWD STD. NO. W-34 (A=/8''.-8=12~· C=/2''.· 0=4.4'}. @---coNSTRUCT 8" 0./. 22-112· BEND (JOINT TYPE PER PLAN} PER CITY SPECS. @-coNSTRUCT 8" 0.1. DEFLECTION COUPLING (JOINT TYPE PER PLAN} PER Cl TY SPECS. @--CONSTRUCT 8" D.i. 11-1/4' BENO (JOINT TYPE PER PLAN) PER CITY SPECS. @-INSTALL 10 GAUGE /NSULA TED TRACER WIRE ON WATER MAIN PER NO TES ON SHEET 14. :f ,;z:: 1:klLL. f/ INSPECTOR OJI.TE GRAPHIC SCALE 20 0 , 10 ~-1 20 i 40 80 l ___ ~I ( IN FEET ) 1 inch = 20 ft. ~ CITY OF CARLSBAD ~ 1-------1---t--------------------11---t---t---t----t LW ENGINEERING DEPARTMENT L..!!LJ I-----------J---+---------------------ji------i---i-----;--1 1------------l---+---------------------J~---i---i-----;----i IMPROVEMENT PLANS FOR: LA COSTA VILLAGE TOWNHOMES SEWER AND WATER SEA ROCKET LN., BLACK SKIMMER DR. AND ALKALl HEATH LN. CDP04-17 CP04-03 SDP04-05 APPROVED: //,/ --../, /.. ...JJ. .Q~EN K. I/AN f'~SKI ,;{'Z/'~;1 ,( £41, •. //Ate,., ?.,/1/12, ENGINEERING MANAGER" PE 41204 EXPIRES 3/31/13 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: TAP I PRO-JEC1 NO. I DRAWING NO. ~KD B~ oa CT04-0_8 471-6 RVWD BY: 3391mp 1 { 12/08/11 032612 ■--+--t--+--t--+-+--+---+-------+--t--+e--1--1----+--t---t---+---+----+--+-+--l---l-t--+--t---t---+---+----+--+-+--l-l-!---l------s --l--1-1-1-1----f--1--1---t-l-------1----+--t---t----l--+---+--+-l---+-l-!--+-+-+----l--+--f---+--l---f-----+--l-----l -!--+-+---t----l--+--+-+-+-+-l-!--+-+-+-l---·l---f-------t-+---t--l--+--l---+-+--l----l-!---f------4-+---t--l---+--+-+-+--I -·-1--f--------1----J-l--t---t-~---t----t----+--+-+-+--l-l----f-------t-+---t---i-----+--1--··f---1--l--· --------1---'--+-I-------C--1-11--l--+-C---t--'-----'--+---t--+1--1--+---··-+--+--+--+-----·-+-+-1-1--,---1---l--l-l---!---l---l-~--l----l--+-l---l-l-ll---/.--l--l-CJ-0 -l-1---l---l---l---t--l--l---l----l---j---j-f-j--l---/----J----J---f-----l---l--l---J-11-1--l---/----l--l---+-+-+-+--I ----+-+-l--··i---1-··-i--+--t--+---+-+--+----+----+----+--+-+--+--+l--l---+-+--+----+---+--1---+---+---f-----1---------'--+-+-+-1-IL_ .. 1-.-1-_f---f--l--f-li-l-+---/--+---+-·-+--t-+----t----+----+-+--l---+--+-+-+-l-t---f-------t---t--+--l--t---t-+-t--+---t----l----i-----+--+-+-+-----l-t---l---t---t----l----i----f---l--l--+-l-l--l---t-+---t--l---+--l-+---t----l--l---+---+-+-+--l-t--+--I ■--+--·-·---+---t---ll--t---t--t---t----t----+--+--+-+--l---ll---t--+--l----t----t----+--+--!------------1-+-4-------t--+----+-+---1------1---1-------1---+-C--1--------11---------f--J--l--l-l--+-+--+----+-----I-+-----------1-1---1--l---+----+----+--+--+-+------+--l-l--+--+----l-------------1-------+---l---+---+----+--+-+-··-----f---+-+------+--l---l--1-1-1-------! ···+·-+--1----l---t--t--t--l---1--~---t--l--1-1-11--1---·- J-··--1---+---+--·-->-+-+--1-------·--+-+--+--f-----+--+--+-+------+--+-·f----+--____,____ ·----------··-~ -+--l-1--1-+-+---t--+--··--f-----t---l---l--+--J-f-!---l-+---J---+-+-1----1-------+--J-I ·-· --·l---il--1--1------I--+--+----··-+---t-------1------· :---t---t---i----l---l---t--l---1-1-1--------t--l--l-t---f-------t-+---t--l---i----·---'----'----'--+-- c:, --~ p , ,,,,--I~ :i: SEWER DATA: I I NO. BRG. LENGTH REMARKS ,..:t. N26'35'00''W 50.19' B"P. V.C. SDR 35 ¢ N26'35'00''W 80.31' B"P. V.C. SOR 35 l<S:: N26'J5'0D"W 48.65' B"P. V.C. SD'? 35 <t> N26'J5'oo"w 80.26' B"P. V.C. SDR 35 '@ N26'35'oo"w 44.65' B"P_ V.C. SD·? 35 0 N21 '19'49"W 92.48' 8"P-V.C. SD/I 35 WATER DATA: NO. BRG. LENGTH REMARKS 1 N26"35'00"W 24.07' 8"P. V. C., C900, DR/4 2 N26"35'00"W 31.42' 8"P. 11. C., C900, DR14 3 N26"35'oo''W 29.55' 8"P. V. C_, C900, DR/4 4 N26'35'00''W 78.40' 8"P. V. C., C900, DR/4 6 N26'35'00''W 22.74' 8"P. V. C., C900, DR/4 7 N26"35'oo''W 29.56' B"P. V. C., C900, DR/4 8 N26'35'00''W 54.71 8"P. V. C., C900, DR/4 ~!L N26"35'00''W 34. 71' B"P. 11. C., C900, DR/4 IU_ N26"35'oo''W 15.95 B"P. V. C., C900, DR14 f-12_. N26"35 OO"W 4.28' 8 P. V.C., C900, DR/4 -------•--· 1--+---+--+--1 ---+--+-· r---1-----+--+-+------+--1-1--+-_,__ _____ -----·-----<----'-1---1---+----+---'•-·----· ____ ,________,__, __ -+-+-+-+-I----------1-1---\... -·-·+-+---+---+---+-+-+-+--l-11--l-+-+---+---I--t---t---t---t--l---+--+-+-+--l-t--+--+---t---t--l··--'---'-11--t--+-+--+----+---+--+-+-,--1-11--1--+-.,_--, . __ ----~--1--1--i-----1 --,--1--,-1-1-1 --1---1-+--1---1--1-1-1f---f---1 --f----f---,_____, __ -·-------1--1--->-+-~ 1---1----'-----'-_.__-'--+-+---t---+----+--+-------11---+~l-t--!--+---!--1----11-----i-+-+-+--+-----+----+---+-+--+--l-1---l--l-ll--t---l---!---t-~f-----l----f---+-+--l-ll---t--+-+-+----L_-·l-+---!----!--lr--l--+-+-----.j-----i----1--f----r-·--+--+--+--+--+----+---+------< I ~ JQI" :..,J,t_r.i -;:±-:±:::i=±::±, ±=J=±::±=±=±=±:±:±:::i=±::±, :::±--1--·11ti11t1-r-H1t-1----t-H--t-t-ttiH---+-t--t-H-t-M---t-H-t-l--t-tif----t-+-l--t-~B!;;!-'R~O.~ff/i~:=B~'Ui~~-j;!!-~~~ ~-~ll1---~'M~.f£~H-t-H+-H--t-t-t-J-~-~-f---f-----4f----J-l--/----+--l---+-+-1---+-~-+--+-+-+--+-+-1 --coN TRA c TOR To VERIFY L ocA TION oF -----f------+-+--'--'---1----1----+-' -------l---+---------1----+--1---l---,---------1--L---'---L-L-'---l-+-l--+--I-------I----I--+ -f--+----+------4-->------+---+--------1----+-+--_L_ 'l_l __ L ___ , ___ '.ll __ L_J_-±-__,_-+-~r1-,-L, ___ I---i---i---Jl---l--1--1-1---.. ---l-l--1---------1---1-+--+--+-+-+-+--+--+-l-+-f----l---+---+-+-f----l--+----+-+----,f----l--j-- -EXISTING FA GILi TIES PRIOR TO CONSTRUCTION i--t--i-H-t---H-J--t--t-t--i-t-t--t-H-t---H-t---H-t-----l-1------+-t-t----+-t--t-+-t---H-t-----t-l'--t---l-t-t--l•..:-1~· '/?,~---:w!E/J~'LE;~_ .'-4_1f'.~'/li~fli~_ ...:51:;t'f~~:!::.!Tr\J---_;:.L/i::.;~--::...'f,+..:'8.~--~---:--+--, -OF NEW IMPROVEMENTS TO ENSURE t--+--+-+-----+---1----J-.--+-1--··--i---t---+---+----+---+-+-l----l-t---f------+---t---t--+---+--1----11---+-l-t--t--,---!----l---f-----+--+--ll----l--1-l---l---l---!---t--l--l--+-l--l--l--l--+-+-+-l-l'---/.--l---l-+----lr--+---+--+-l-l-ll---/.--l---l---t--l----1 --PROPER CONNECTIONS & ELEVATIONS I I I I J I \ I ! I I l l ! I I I 1t00 (SEWER) PUBLIC UTILITY & ACCESS EASEMENT PER FM 04-08 40 40 o+oo (SEWER) a+oo (SEWER) 9t00 (SEWER GRAPHIC SCALE 10 20 40 80 1_1---1=:::=:::~---~I ( IN F'EE'I' ) 1 inch = 20 ft. 10t00 (SEWER) PREPARED BY : • C&V CONSULTING, INC. CIVIL F.NGINEF.RINO LAND PU.NNINO AND SURVEYING FOO'lllllL RANCH 27156 Bf.JRIW« FOO'lllllL RANCH, CA 97&0 PHONE (949) 916-Ml FAX (949) 916-311)5 CVC·INCN!!T DATE INITIAL ENGINEER OF WORK HQAIZ. 1'=20' Ir; ----f-+--+-f--+--+-1----+-+----+-+--+·--+-----f-+--+--I VERT. 1'=4' 1~+----l---l----+-l--·-·l--+-----t--+----t--f---+-+--l---l-f---1 11t00 (SEWER) /1\ REVISION DESCRIPTION DATE CONSTRUCnON NOTES: SEWER: @--coNSTRUCT 4" P. V.C.-SDR 35 HOUSE LATERAL PER CITY STD. NO. 5-7 W/ BEDDING PER CITY STD. ND S-5. @--coNSTRUCT 8" P. V.C.-SDR 35 SEWER MAIN W/ BE[IDING PER CITY STD. NO. S-5. @--CONSTRUCT STANDARD SEWER MANHOLE PER CITY 510. NO. S-1, WATER: . DR·l'i @--coNSTRUCT 6" P. V.C.-C900 et:i&H!OO WATER MAIN W/ BEDDING PER CMWD STD. NO. W-2. DR-1'-i @--coNSTRUCT 8" P. V.C.-C900 CLA55 f!oe-WATER MAIN W/ BEDDING PER CMWD STD. NO. W-2. @---coNSTRUCT FIRE HYDRANT ASSEMBLY PER CMWD STD. NO. W-12 .. ITT11,---CONSTRUCT 1" WA/ER SERVICE CONNECTION AND /" METER (BA!l&l'.R /Y\ 0 D f. L l'O 5 f£R CMWD STD. NO. W-3. INITIAL @---coNSTRUCT 6" ABO'IE GROUND DOUBLE CHECK VAL'IE DETECTOR ASSEMBLY PER CMWD STD. NO. W-22. @-coNSTRUCT 6" GATE VALVE PER CMWD STD. NO. W-/6, @--,coNSTRUCT 8" GATE VAL'IE PER CMWD STD. NO. W-16. @--coNSTRUCT 8"x8"x6" 0./. TEE (JOINT TYPE PER PLAN) PER CMWO SPECS. @--coNSTRUCT 8"x8"x8" 0./. TEE (JOINT TYPE PER PLAN) PER CMWO SPECS. @--CONSTRUCT CONCRETE THRUST BLOCK PER CMWD STD. NO. W-15. @--coNSTRUCT 1" MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. NO. W-5. @---coNSTRUCT 2" MANUAL BLOW-OFF ASSEMBLY PER C\IWD STD. NO. W-6. @-CONSTRUCT 8" 0.1. 90' BEND (JO(N,T TYPE PER PLAN) PER CMf!V SPECS. -~ CONSTi\J)C.i \"WATER SF.RV\lE CtJNNEli\ON I\.AJD \'' /V\EfER l6ADb[RMOOEL55:'l ~ERCMVDi;.TD. NO. \M-~ DATE INITIAL ' ' /' 3,\J.:'-\ "':\ l)P-JE PLANS FOR SEWER & WATER IMPROVEMENTS OF: LA COSTA VILLAGE TOWNHOMES SEWER AND WATER BLACK SKIMMER DRIVE & BRASS BUTTONS STREET CDP04-17, CP04-03, SDP04-05 APPROVED:///_ ,,~II ENGINEERING MANAGER -/ _ / ~l/d'CLEN K. VA!)I f'ESKI J::. 7,/,t,... ~I-IA: 3/t /JZ. PE 41204 EXPIRES 3 /31 /13 DATE OTHER APPROVAL CITY APPROVAL DWN BY: TAP CHKD BY: Df,?. RVWD BY: PROJECT NO. CT04-08 DRAWlNG NO. 471-6 JJ91mp15 11/16/11 0.32612 2+00 1t00 (SEWER) o.+oo o+oo PREPARED BY : tl'&tAnl C&V CONSULTING, INC. CIVIL ENGINEP.IUNG I.AND 1'1ANNING AND SURVEYING FOOilllLL RANCH l'IIONB ~) 91&-JDJ Z7J56 BURBANK FAX ~) 91&-Jlll5 FOOilllLL RANCH, CA !12610 CVC-INCNBT I. l 1+00 DATE INITIAL HORIZ. 1'=20' · VERT. 1'=4' /1\ ENGINEER OF WORK REVISION DESCRIPTION --- ~ DATE INITIAL OTHER APPROVAL SEWER DATA: NO. BRG. LENGTH REMARKS <I) N6J'25'oo"E 110.95' 8"P. v.c. SOR 35 ¢, N68'40'25"E 67.04' 8"P. V.C. SOR 35 l<i"> N68'40'25"E 59.65' 8"P, V.C. SOR .35 WA1E'RDATA: NO. BRG. LENGTH REMARKS I N68'40'25"E 100,32' 8"P. V. C., C900, DR 14 ,-p N68'40'25"E 17.83' 8"P. V. C., C900, DR 14 J N68'40'25"£ 15.92' 8"P. V.C .. C900, DR 14 ,, 4 N6.3'25'00"E 110.4.3' 8'P. V. C., C900, DR 14 '-5 N18'25'00"E /J.57' 8"P. V.C., C900, DR 14 6 N18'25'00"E . 39.63' 8" STEEL CMLC 7 N4078'06"E 40.37' 8" STEEL CMLC 8 N40'/8'06"E 21.41' 8"P. V. C., C900, DR 14:_ CONSTRUCnON NOTES: SEWER: @-coNsmucr 4" P.V.C.-SDR .35 HOUSE LATERAL PER CITY STD. NO. S-7 W/ BEDDING PER CITY STD. NO S-5. @----CONSTRUCT 8" P. V.C.-SDR .35 SEWER MAIN W/ BEDDING PER CITY STD. ~NO. S-5. ~ CONSTRUCT STANDARD SEWER MANHOLE PER CITY STD. NO. S-1. @-CONSTRUCT 5'EWER LATERAL CLEANOUT PER CITY STD. NO. S-IJ. WATER: ., . DR-17 ~ CONSTRUCT 8" P. V. C. -C900: 6bl55 zf}f) WATER MAIN W/ BEDDING PER CM WO 5'TD. NO. W-2. @--coNS'fRUCT FIRE HYDRANT ASSEMBLY PER CMWD STD. NO. W-12. @-coNS'fRUCT I" WA/FR SERVICE CONNECTION AND I" METER PER/_llADG£R/'\OD£.L1') CMWD STD. NO. W-3. @-cofsmUCT /" WAIFR SERVICE CONNECTION AND \"Mt\Hl. fER[BADvF.RMODr.tss CMWD STD. NO. W-J. @-coNS'fRUCT 8" STEEL WATER MAIN PER CMWD STD. NO. W-.34 W/ BEDDING PER CMWD STD. NO. W-2. @-coNS'fRUCT 6" ABOVE GROUND DOUBLE CHECK VALVE DEIFCTOR ASSEMBLY PER CMWD STD. NO. W-22. @---coNS'fRUCT 6" GAIF VALVE PER CMWD STD. NO. W-16. @---coNS'fRUCT 8" GATE VALVE PER CMWD STD. NO. W-16. @---,coNS'fRUCT 8" x 8" x 6" 0./. IFE (JOINT TYPE PER PLAN} PER CMWD SPECS. @-----CONSTRUCT 8" x 8" x 8" 0./. /FE (JOINT TYPE PER PLAN) PER CMWD SPECS. @-coNS'fRUCT 8" 0./. END CAP W/ MECH. JOINT PER CMWD SPECS. @--CONSTRUCT 8"x8"x16" D.I. CUT-IN TE£ PER CMWD SPECS. @---CONSTRUCT CONCRETE THRUST BLOCK PER CMWD STD. NO. W-15. @--cONS'fRUCT /" MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. NO. W-5. <[J;------coNSTRUCT 2" MANUAL BLOW-OFF ASSEMBLY PER CMWD STD. NO. W-6. @--coNSTRUCT 8" D./. 90' BEND (JOINT TYPE PER PLAN) PER CMWD SPECS. @-coNSTRUCT TRENCH RESURFACING PER CMWD STD. owe. NC. GS-26. @--sAWCUT & REMOVE A.G. PAVEMENr @-coNSTRUCT FLANGE TO PUSH-ON JOINT ADAPTOR PER CMl:-0 SPECS. @)~CONSTRUCT 2" AIR VACUUM ASSEMBLY PER CMWD STD. NO. W-7. @--coNSTRUCT 8" D.I. 45' BEND (JOINT TYPE PER PLAN) PER CMWD SPECS. @-coNSTRUCT ANCHOR BLOCK PER CMWD STD. NO. W-.34 (A=/8''.· 8=12''.· c;;,12''.· 0=4.4'). @---CONSTRUCT 8" D.I. 22-1/2' BEND (JOINT TYPE PER PLAN) PER CITY SPECS. 20 0 ~~ DATE INITIAL CITY APPROVAL GRAPHIC SCALE ,0 20 " 80 I I I I i ( IN FEE'!' ) 1 inch = 20 fl. APPROVED: //,/ --., / ~ / ~a/J ... -':'LE;I K. VA;-J ?[p_KI ,..,3/&;1 ,I( . ..t(d-,1 /~~ 3/1//Z ENGINEERINGvMANAGER PE 41204 EXPIRES 3/31/13 'oATE DWN BY: TAP CHKD BY: l)f.',': RVWD BY: PROJECT NO. CT04-08 DRAl'<lNG NO. 471-6 3391mp16 11/16/11 032612 I. ____ J _ , --------e------+-----+-----+----+------>------->--+--+----t-----+------+----+------+------+----+----+-----I--+--+------1----------l------l--------l--------1--------11----,-------1------1---1------+---, -t---t---t---t---1----------f-----1------1------1-------l-------· -----1 ------t------t----+----l------+----+----+-----l--------l--------l----ll------l----l-------l-------+---+---+-+---+---+---+----l-----+------1-------1-,_ 1-----1-------1-------l------1------+---+---+-----1---- : I -+--+-+-+-+--!-t---1--------l---<:sl ~Is UND ~ ■--+--+--+-----+---+----1 ----1-------1-------1-----____ , .. ---1--------1-------1-------1-------1------+---1-------1--1-----1------<-------1----11-.... 1-------1----1 -------,----l----ll------1----1----1----~ ---+-----+---+---+----1-----+-----+---+---+----+-----+---+-----t----t----l----l------,1----1----t---l------+----l----+---+---+---+----+--+----1------------1-+---+---+---+---+---+-----+---+---+----I----+--+----l----+---+---+---+-----11----1---W, tL-~ Q D ---~1 ~+-+---+---+---· I---1----+-----1--------j -f------+---. ----+-----+----+-+---+---+-----+---+-----1---1-+----1~1--, ---"---+-____,___ 1------+---+---+---+---+----+---+ _ _ N)/!' RtW--'---G:1 --------11--,-1---------1----1----1-----+----+-----+----I-----1----+---+---+---+-----I----1----1-------1-------I-------I-------+----+---------l-----+-----1----t--------l---,----ll-------l---------1------+---+---+---1------1-----l----1----1----1-1------f---+--+-+-+----------l------t---t---t-1--1-----l----+----1----+----+----I-+-----1---+---l--1----+---+----l----l-----l----l---l---l---1-------1-----1------l---1------11-------1-------1----l--,·,w ...... ----• , --__ :JL _=~l=-:ct-------t-----+:::-F·-r--t----+-I R/·;,, -11· -r l:-_ _. ------ ----·---·+-----+-+----+-+-----+-----1---+------l-------l--------1----1------1-------I----+--+ . ---+---+----l-------1-------l------l-----1-------1-------1----+-----------· --1------1----1 --••-l-------1---------~ ·--· 1----+---+---+---+---l----+---+---+---+-----1-l----+---+---+---+----+-------l--+----+-----+-----1-------l-------l----+--1----1--------l-----l------l-----+----+----+-l--------l-ll----l----l----l-------+---+---+-+---+---+----+-----+----+-----+----+------1------1111 I ..j---::: ~~ ,._ ----· t-. -+-----+---+-+----+--i-- il -,,,. ·---·- 1t00 (SEW.) .... ·y, ,½I o+oo (SEWJ o+oo (SEWJ 1+00 (SEW.) --~ -·-- 2t00 (SEW.) -------EXIST. JO" HIGH PRESSURE GAS MAIN-SOGE -----------EXIST. TELEPHONE CABLE-AT&T -------EXIST. 16" FUEL OIL LINE- ~------EXIST. 10" FUEL OIL LINE- ____ EXIST. 16" A.C.P. WATER MAIN (CMWD) (H.G.L. 550) ~--EXIST. 12' A.C.P. WATER MAIN (CWMD) (H.G.L. 550) EXIST. TELEPHONE CONDUIT-AT&T SEWER DATA: NO. BRG. LENGTH REMARKS l<l"'o N63'25'00"E 127.40' 8"P, V.C. SOR 35 ¢, N63'25'00"E 131.64' 8 "P, V. C. SOR 35 WA7ERDATA: NO. BRG. LENGTH REMARKS 1 N63'25'00"E 49.54' 8" STEEL CM L-C. 2 N63'25'00"E 132.00' 6" P. V. C., C900, DR/ 4 J N63'25'00"E 43.77' 8" P. V.C., C900, DR/4 CONSTRUCTTON NOTES: SEWER: @--coNSTRUCT 4" P.V.C.-SDR 35 HOUSE LATERAL PER CITY STD. NO. S-7 W/ BEDDING PER CITY STD. NO S-5. @-coNSTRUCT 8" P.V.C.-SDR 35 SEWER MAIN W/ BEDDING PER CITY STD. ~ NO. S-5. ~CONSTRUCT STANDARD SEWER MANHOLE PER CITY STD. NO~ 5-1. WATER: D 11'--1 '-j @---coNSTRUCT 8" P. ~C.-C900 0U.55 EWJ WATER MAIN W/ BEDDING' PER CMWD STD. ND. W-2. @--coNsmucT FIRE HYDRANT ASSEMBLY PER CMWD STD. NO. W-12. @--coNSmUCT 1" WATER SERVICE CONNECTION AND 1" METER PER!BI\DC.ERf-\()D£l.-f0) CMWD STD. NO. W-3. @----CONSTRUCT /" WATER SERVICE CONNECTION AND 11,lllDE~ l'l~,l;'l>A\JG-£P.MDtlfl. 5':i) CMWD STD. NO. W-3. ([,j)--coNSTRUCT 8" STEEL WATER MAIN PER CMWD STD. NO. W-34 W/ BEDDING PER CMWD STD. NO. W-2. ©---coNSTRUCT 8" GA TE VAL VE PER CMWD STD. NO. W-16. · @--coNsmucT 8" x 8" x 6" 0.1. TEE (JOINT TYPE PER PLAN) PER CMWD SPECS. @---coNSTRUCT 8" x 8" x 8" 0./. TEE (JOINT TYPE PER PLAN) PER CMWO SPECS. @----coNSTRUCT 8" 0.1. END CAP W/ MECH. JOINT PER CMWD SPECS. @--coNSTRUCT CONCRETE THRUST BLOCK PER CMWD STD. NO. W-15. @-coNSTRUCT 1" MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. NO. W-5. ®--coNSTRUCT 2" MANUAL BLOW-OFF ASSEMBLY PER CMWD STD. NO. W-6. @-----coNSTRUCT FLANGE TO PUSH-ON JOINT ADAPTOR PER CMWD SPECS. @-CONSTRUCT 2" AIR VACUUM ASSEMBLY PER CMWD STD. NO. W-7. @-------coNSTRUCT ANCHOR BLOCK PER CMWD STD. NO. W-34 (A=/8''.· 8=12''.· C=/2~-0=4.4). 8-------coNSTRUCT 8" D.I. 22-1/2' BEND (JOINT TYPE PER PLAN) PER CITY SPECS. (b3l) (0,1]5\Rl)C\ l"WAlE.\l-.Sf.R\JICt C.OAIN"EL,\Ot\l A.Alt) b/f/'/"\F.1ER PER C.M.VQ .S10. i\JO, W-2> ''A9 BUIL1" -}iw,, ~-·'--l'b, ',J. y :.; \:-:'::\ "" PA:-!E \l\l5?ECiDR ' PREPARED BY : tw&tlnl C&V CONSULTING, INC. CI\IIL ENGINFFJUNO I.AND l'LINNING AND SURVm'ING /1\ FOOl1lllL RANCH PHONll 00) 91fr-lOJ Z7l56 BURIIANK FAX (),49) 9llr11l5 FOOl1lllL RANCH, CA "'1illJ C\IC-INC.NIIT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL :1 Si :;? -i' GRAPHIC SCALE 20 O 10 20 I 4-0 80 1 _____ 1 I I I --------,------I IL• I ( IN FEET ) 1 inch = 20 ft. APPROVED: //,/ -/ ---fJ✓.1/GLEN K. _::'AY ~ESKI ./.,£( t,)f Y /.'. , _-,,,,112 DATE INITIAL CITY APPROVAL ENGINEERINGP'MANAGER PE 41204 EXPIRES 3/31 /13 'oATE DWN BY: TAP CHKD BY: D r;p. RVWD BY: PROJECT NO. CT04-08 DRAl'llNG NO. 471-6 3391mp17 11/16/11 032612 CONDUCTOR SCHEDULE AWG SIZE OR CABLE TYPE p H A s E POLE OR CIRCUIT CONDUIT SIZE AND RUN 2- DETECTOR ASSIGNMENTS DET. NO. 1 2 SLO-FIELD TERMINAL CONNECTIONS I2U T2-5 &-6 PHASE DIAGRAM WORK TO BE DONE: The improvements consist of the following work to be done according to this plan and: I. The City of Carlsbad Special Provisions, 1 2 3 2. California Dept. ol Transportation Standard Specifications, latest version. 3. California Dept. of Transportation Standard Plans, latest version. ___j l ' 4. The California Manual on Uniform Traffic Control Devices (M.U.T.C.D.), latest version. 5. Standard Specifications for Public Works Construction, latest version. ,vo. 14 CABLES POLE -A 2 2 l2L T2-7 &-8 \ \ -u 0 6. San Diego Area Regional Standard Drawings, latest version. ! ~ T b J 12 C 0 N D u C T o R TOTAL CABLES 6 12 6 PAIR 119 TYPE 'B' DLC TOTAL DLC EV CABLE TOTAL EV CABLE CAMERA CABLE 2 6 POLE B POLE -C POLE -D POLE -E POLE -F' POLE -G POLE -H J CON 112 CON SIGNAL SERVICE SAFETY UGHTING I./.S.N.S. INTERCON. CABLE LOOP LOOP EVA (¢2 &-¢5) £VB (¢4 &-¢7) EVC (¢1 &-¢6) BELDEN 8281 .,,, .,,, .,,, '/1 '/1 V1 V1 V1 / / / 1// 1// V1 VJ V1 1/1 1/1 1/1 / / / / ,.,,,, / v, v, / / / / v, YI 1/2 'l. 'l , ~ ~ B 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 I 2 2 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 2 2 4 1 1 1 1 1-2 2 4 J 2 /JU 4 2 (BIKE /JL 5 5 JIU 6 4 l6U 7 4 l7L 8 4 (BIKE) /6L· 9 7 J5U 10 6 J2U 11 6 JJL 12 6 BIKE JJU 13 1 14 8 J6U 15 8 J6L 16 8 BIKE J7U 17 J l5U PPB 2 l12U PPB 4 &-7 l12L PPB 6 l13U PPB 8 1/JL EVA 2 &-5 J12U EVC 1&-6 J12L EV8 4 &-7 J1JU EvD J &: 8 JIJL FLASH SENSE T2-9 &-10 T2-11 &-12 TJ-1 &-2 T4-9 &-10 T6-J &-4 T4-11 &-12 T5-5 &-6 TJ-5 & 6 TJ-7 &-8 TJ-9 &-10 T2-1 &-2 T5-9 &-10 T5-11 &-12 T7-1 &-2 T4-5 &-6 TB-4 &-COM 6 TB-5 &-COM 6 TB-7 &: COM 9 TB-8 &-COM 9 T9-4 &-COM 6 T9-5 &-COM 6 T9-7 &-COM 9 T9~8 &-COM 9 5 6 7 i -A- CU~B OR E.P. ---..__ t .>--+---t-----:S-B A B.C.R. -Bf-4- 0:: <J L,,j POLE PLACEMENT DETAIL 5 300' TO X-WALK I I 08[ (BIKE) ,- / 08 08 \ -~ r::_~ ~ ~ ~ ~ y ~ ~ ~: z en rn ::t -)> ~ z rn 03 03 f I_/ ® @ _08_i ~~ ~ ~ ~ _: ~ --:--11 ) \ E GENERAL NOTES: 1. -The location of all underground utilities on these plans 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 cons1ruciion. 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 feet. 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 vehicle signal indications and pedestrian signal indications shall be L.E.D .. 7. -Pedistrian 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 a 211 ADA 8. -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 HA-120V/277V-150W-5K-FG or approved equal). Luminaire shall have Type IV P.E.C .. 9. -Anchor bolt nut covers shall be provided for all standards. 10. -Street name signs shall be non-illuminated metal blade signs. Sign panels for street name signs shall be fabricated using Type IX prismatic, cube corner, reflective sheeting (Diamond Grade VIP or equivalent) and shall not exceed 6' (width) and 18" (height) unless otherwise approved. Lettering for the street name signs shall be 8" upper case and 6" lower case in Clearview font. 1-1. -The contractor shall be responsible for the layout and installation of traffic striping, pavement markings_ and legends, par~ing removal and traffic signing shown on these plans. 1 u~,:;:;,:~1-i1I ~l~~=c~~JJl·<j\;~i'-7-?T l_ Of~,\~" u ® / , · -04 ~ C JEX. 1ST. 2"C., 1-DLC CAMERA PO'MR J -116 1 1 1 1 1 2 2 4 /14U T8-10 &-COM 12 -._,/·/-· t ~ 08P -01 r 1;;~.~ -- -- - - - - -~ --==----=-~---=~---_-_ -----=-~--------PF----(r;;h 102R --~::;::::--=::::::;::-::;;:;:::::;~==:::::;::-:::::;:::::;=-:::::;;::::;::::::;::-==-=--=-~-=-====--=-====--=-~=--=-;;;;;::;;;;;::;;;;:.-_-___ __.:__--=-=-=:::=:...::_= -- -----------+---::_::-"f5k!--l> 02 R73-~:iAf4 & 07 02P I 'w -~~~ -~=~~-. -----· --- TOTAL CONDUCTORS / CABLES 8 12 12 12 19 22 32 JJ -1-,,.~f;!'<J 07 ~~~"'~S~':"=~:=:ss:s:i~~L0".:.2=-":(B:".'IK.::E:1_) __ --:-;:-, ---------------------------------~' -::c__ ---"~(\ ~----=--=.:_- (N) = NEW CONDUIT AND CONDUCTORS _~ --1-"-'A; l, J 02 - - -----,-1--T II [~~0:S2T//47-~71 -------__ o_·'~~~~-1_ ---------_ -_-_-_-__ 1 --=--=--=--=--=----_ =--==3==5=0' ~T~'.l;;,:=-W=A=LK~l--==:=+~1--=-=-=-=-=-~+r=-t. ir-~ ·v += -----1 -----------t--~17z~/0~2~•Vz~//2-~1_ ,..; ,' / '/ , '1 ------IV\ , ---------M --"''f1'f'A 51 ~==-__J=======E=L=C=A=M~IN=O=R=E=A=L==------~~6 ~l-l~L-~ 02 R73-5(CA) ~ ,;'EL CAMINO REAL ---l ·-_-__ci:,____ ~ 5;J /~ I t;:I :;:;:;;;:::;::;;~~~~---------=-----=:_:_--=--=--------'\1_) = Yl ==;;;~~Ay:==~c/'£1------~~f,,;½~1/~~½~/@1~0~1~/~ ~1/~v~zt~:~~~~}-ttf>=--=0~5 -----b~-~-\-=--<~-1+---~1~~r,;~Z@J2~05 ~~~z,,;~m~ t?1 ~· ~ -7/i'i~------~~:-:-=-=--~--+-+-----::3;;;-50~'-:;:T;:;;O~X~W~A~L~K=~=== <I " < I . 8 -/1 A ---- -,...! ·-I~-"' -' 0 1%21// /)0• 1/// v,c, -~ _Ev_A 0_2_& 0t O --+o_o_+Z'_fr_Z' __ ~_,::,0::-::~~' ¢=•=c~~l~[~'Ar=~~w~;~'= /,='= A==0:5V:' /,:'~ /,/~ /,l'\/,~:n~PH;f=l--!,!,tfr;-f,i;vtt=,~;~~;~~;~~;~+'¥~~;~~;=--1;;;~~\t?~J?~-=-=-=-=-=---=---=!:.O;O;+~O-fr,.~Af_-':... ____________ ..:::-=-=-=~~~-=-:=-=-=-=-=-l----->----,:;:es-----00-,f-A,: ~f\-'.[-Z' ___ _ _ :,,; _ _ ~(~,½ 06 -~--· , · ~61// ._~~1 'i~1 ~" ·tJ1~5-~5• U J ------t--------UJ ------------Uj ___ _ _ n J ---- --,,_ ---_1 _ _ R73-5(CA) -----,,,...-------~1 v, SC I , ~ / 06 ◄ ' _____ 12. -The contractor shall obtain approval of the City Engineer or his representative for the locations of the striping, pavement markings and legends, parking removal ~ Q.1 (~~ 06 P7Aoo EVD 03 & 08 \ EVC 01 & 06 °6 1 / _.,-;~,□;7/;\ and signing prior to painting and installation. if! 5 ·--/ ~J=c'.;'l'______ ,. '-< 12' // ~\!..; 13. -The contractor shall be responsible for the removal of all conflicting striping and pavement markings by grinding . . ------/ _ _ I / 1 - - · F Q I ( ) . / / _ n 14. -All traffic striping and markings within a 500 foot perimeter of the construction project shall be restor,ed to a "like new" condition, in a manner meeting 1he approval __ e;xisT.~,~LO="s-_ _ _ _ _ _ _ ~-~~ / T R73-5(CA)-==f\--/ 06 I -/ / ~ oftheCitylnsoector. ---- -s: / 3-=\=1'-=--'=-=~~~7~~~/,,'7 -\ ---------------_____________ ~ __ _ , --._ ,!~8 08P 08/' /\ .-,,~ . 1 ,f~ _: .-.-, ,.,. ·:--. _ .. _. ,.18. -Existing "STOP" and "STOP AHEAD" signs and pavement legends shall not be removed until traffic signal(s) are operational or directed by the City Engineer or his CONSTRUCTION NOTES '-~; ; ___ ~ : ~;:_i-_ _ 1 -I>' ~ \ ;6 • ,.~ g,l. ----·-□ ~-6 . -~ '\ -~, ~-. ~ 19. '.~~:~-~7~~-;:'L AHEAD" signs and pavement legends shall not be installed until traffic signal(s) are oper~tional or directed by the City Engineer or his representative ® ~·~ ........_....:...;,--~ n -x: / 04P ~ \ ·. w_ ., \ \ \ • • 20 -The contractor shall be responsible for any monumentation and/or benchmarks which are disturbed or destroyed by construction Such points shall be referenced (DAT LOCATION G, RELOCATE EXISTING STANDARD AND EQUIPMENT TO NEW LOCATION AS B ~,, . . _\ '~[ ) r---i)---Jf j,, ,~~,~ 0 '""l ~~/ 1 ' · . · ® and replaced with appropriate monumentatio.· n by a land surveyor or registered civil engineer authorized to practice land suiveying, A corner record or record of SHOWN. ABANDON EXISTING FOUNDATION. FURNISH AND INSTALL NEW MAST-ARM / , , r. . t1,,: survey, as appropriate, shall be filed by the licensed land surveyor or registered cIvII engineer as required by the Land Surveyor's Act. MOUNTED 06 VEHICLE HEAD. FIELD WELD TENONS AND POSITION 06 VEHICLE HEADS AS a \ ~ ~ / ,l ...... 21. -Limit lines and crosswalks shall be field located. SHOWN AND NOTED. ~ 1 ---, ,: /1 ' / ----~-z 22, -Testing of control equipment and cabinet wiring shall be accomplished at a facility designated by the Cit of Carlsbad, The contractor shall deliver and pick-up @ AT LOCATION H, RELOCATE EXISTING STANDARD AND EQUIPMENT TO NEW LOCATION AS L " --._, '-, ~ 1 equipment. 7 3 5 PUSH BUTTON LOCATIONS SHOWN. ABANDON EXISTING FOUNDATION. INSTALL 06 PEDESTRIAN PUSH BUTTON FROM =•• ~ __.,__ '-"-I/ !4"-fi-® 23. -The conductor schedule is furnished as an installation guide only. It shall be the contractor's responsibility to provide the correct conductors required for intended POLEGASSHOWNANDNOTED. 38 1 1 .,,.. 1 ,~, 3 / 0 7 ~ , 1~ 1 :'..:f H IRLI@ operation. @ I, /2\ J v 1 24. -The contractor shall coordinate service details and scheduling with SDG&E and pay the required fees for service connections. 3 EXISTING TYPE 170 CONTROLLER CABINET AND ASSEMBLY AND BATTERY BACKUP SYSTEM -TO REMAIN, ' ·, I/ I '-.' , , -041 · 3"C., SIC TO EXIST. 25. -All salvaged equipment shall become the property of the contractor. @ EXISTING TYPE Ill-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE -TO REMAIN. I ~ I'-,'-. CONTROLLER AT THE EL 26, -Video detection camera shall be placed within two feet of prolongation of lane line between outermost left turn lane and adjacent through lane on approaches with -/ / :-.,,, ,_, (BIKE r.:v;i CAMINO REAL & DOVE left turn phasing. On approaches with no left turn phasing, video detection camera shall be placed within two feet of the center of the approach travel way. A a-------~------0-----p-Q--L-E--S--C-H--E-□--LJ-L-E---------------------, _______ E_X_IS_T_. 3_"_C_ .• _3-_#_1-'-2--#-6~' 2·#8 ..._____, ~ 1 · 1 F;: I ~ ;s-/ ·/:'--~ LANE INTE~R_s_E_c_T_io_N _____ m_an_u_fa_ct_u_r_e_r _re_p_re_s_e_nt_a_tiv_e_s_h_a_11_c_he_c_k_v~id_e_o_c~amera placement and overall video detection system operation prior to signal turn,.-\,..n_. __ "'·'p.,"Sr;B'V;;l"L-:;l;;',,rr------ ZLLJ 1 / 11 • ·.; ~ NOTE: ,.1: , .r' . L -3..~lL'<--. STANDARD LOC. POLE MASTARM TYPE HEIGHT SIG. LUM. 26-4-80 JO' 45' 15' ® IA 10' © 29-5-80 JO' 55' 15' IA 10· ' 26-4-80 30' 45' 15' IA @ 29-5-80 JO' 55' 15' ® IA 10· PLACEMENT DIMENSIONS A B EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING VEHICLE SIGNAL MOUNTING PED SIGNAL MTG. 2-MAS SV-1-T TV-1-T 1-MAS 2-MAS SV-1-T TV-1-T 2-MAS SV-1-'TFJ TV-2-T INDICATION RA, YA, GA R, Y, G R, Y, G RA, YA, GA RA. YA. GA R, Y, G R, Y, G RA, YA, GA RA, YA, GA R, Y, G R, Y, G RA, YA, GA R, Y, G MTG, SP-1-T SP-1-T SP-1-T SP-1-T SP-1-T SP-1-T 2-MAS RA, YA, GA 6, 5' 1-----+-~R~, ~Y.~, ~G--, SP-1-T 11' 6.5' SV-1-T R, Y, G TV-2-T RA, YA, GA R, Y, G SP-1-T PED PUSHBUTTON INDUCnON ' LUM/NA/RE LOC. ARROW 6 1 150W 8 J 8 J ----150W 2 5 2 5 150W 4 7 4 7 150W 6 1 I Utility Contacts I ·· lfworkshownonthisplanisnotinstalledwithinone(1)yearofCity RC.!3b~"l,o E:Xf' "-\\Li OAil?. I .-.,. UNDERGROUND SERVICE ALERT (800) 422-4133 , . --. :S / / / / .. =~~:~~:•:iI~:;i~~~~~t~~;t~~~:~~=d ~~ ~:k csh:~~ i~~~~o~~~:::~i~ SAN DIEGO GAS & ELECTRIC (SDG&E) (800) 660-7343 RE:V \E\y ~tl \?,'./: <( 1 / [ /, 0 signal without prior written approval by the City Engineer. ~~~l~~~I~E~~flLE COMMUNICATIONS ~~~~; ~:~~;~ //ft Af,, ..... -:p::_ 4-/2..rJ?f , -/ I I --·: (: COX COMMUNICATIONS (760) 906-9809L.J.l:..:N=!,Pf"".C=-1'>..:0_,P.;.:,_,_" ___ _,O,_,AC!1.!.:E,,___ __ _ I I ·: DECLARATION OF RESPONSIBLE CHARGE CITY OF CARLSBAD (760) 434-2980 c. UJ I hereby delcare that I am the Engineer of Work for Traffic Signal Plans for this project, that I (STREETS & STORM DRAIN) -have exercised responsible charge over design of this project as defined in Section 6703 of CITY OF CARLSBAD I/SNS REMARKS El ,Camino Real EXISTING STANDARD (760) 438-2722 I EXISTING STANDARD l I understand that the check of the project drawings and specifications by the City of Carlsbad O g?--1- 1 1- I /- 1 /----1----i-~ // //\ the Business and Professions Code, and that the design is consistent with current standards, (SEWER, WATER & RECLAIMED WATER) I / 300' TO is confined to a review on!y and does not relieve me as Engineer of Work and of my EXISTING STANDARD CL /. I I ~ P'.7,H-1+!--,-1 _ _j->x-WALK respowr~sign, :J<fS72-11/;r;,/11 / 11 / fC:(, --:.<. /LL I / E , · / L. # Date I REFERENCE DRAWING: 397-21 (SHEET 20) I a'™'""'""-' I I I i "ul 'u 04 04 II I ng1neer 1cense ~ CITY OF CARLSBAD Poinsettia Ln 0 10' 20' 30' 40' 50' EXISTING STANDARD El Camino Real EXISTING STANDARD EXISTING STANDARD RELOCA TE STANDARD Poinsettia Ln ©® RELOCATE STANDARD ® I , l---+---+----------------l---+---l----+---t~L!!::!J====8:::::;,'.:==::::::~E=N=G=IN=E~ER=l~NG=D=E=PA=R=™=E=NT==::::'...::1==8=;1 IMPROVEMENT PLANS FOR: f @ LA COSTA VILLAGE TOWNHOMES ,~Essie.,," TRAFFIC SIGNAL IIODD'ICATION 'Y..,._Q 11-0 H. c '";f" e,~ BL CAIIINO RIAL AND POINsmIA JANE EXIST. 3" CONDUIT TO SDG&E SERVICE POINT AT SKIMMER LANE RC E TRAFFIC ENGINEERING 9255 Dillon Drive La Mesa, California 91941 Phone: (619) 589-9151 Fax: (619) 589-9209 ffe>;->' -, !I.~ CDPD4-17 CP04-03 SDP04-05 ~kv ~,-fit No. c 34512 "'\ APPROVED: /U ~J 7 bt ~I)~, GLEN K. VAl'l/,PESKI ,,(~Un~-//[$-,,, li£_ 131! 1-z -1< EXP, Sepl 30• 2013 >t ENGINEERING°MANAGER PE +120{ EXPIRES 3/31113 DATE ~II' C Iv\\. (F,;_'" Cf' ~\f DAlE INITIAL ENGINEER Of WORK /l\ DAlE INITIAL REVISION DESCR.IPTION OTHER APPROVAL DAlE INITIAL CITY APPROVAL DWN BY: I" I PROJECT NO, I DRAWING· NO. CHKD BY: ' rr~ ~R~VWD~B:c.!.Y:....::: ==D=!c=fl,=..l'~--C_T_04_-_0_8_~ 4 71,6 339imo04 03/15/11 032612