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HomeMy WebLinkAboutDWG 406-4; CT 02-21; LA COSTA GREENS NEIGHBORHOOD 1.12; 01-08GENERAL 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 ADDmONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POUCY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. 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 CONSTRUCT/ON. 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, PRING/PALLY 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 ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECQNSTRUCDON MEETING $HAI I BE HELD AT THE SUE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK(438-3891) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION RE;QUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEER/NG 24-HOUR INSPECTION R£QUEST LINE AT (760) 438-3891.INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE fNSPECUON IS NrrDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14-. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING 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 $TANQARQS fSTARI ISHFO RY TH£ CDNSTRIICVoN SAffTY ORDERS DV E B CALIFORNIA ADMJNISTRA TIVE CODE, THE PLAN SHALL BE PREPARED BY AN 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 WII I CFASE IAAMmlAm y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEJVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 AM. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKJNG DAYS PRKJR 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. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACIUTIES (ABOVEGROUND AND 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 FACILmES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL ADELPHIA COMMUNICATIONS COX COMMUNICATIONS CITY OF CARLSBAD (STREETS & STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) LEUCADIA WASTEWATER DISTRICT HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 10179 Huemekens Street ENQNEERING San Diego, Ca 92121 SURVEYING PH(858)553-4500· FX(858)5S8-1414 (800)422-4133 (800)660-7343 (800)892-0123 (760)438-7741 (760)806-9809 (760)434-2980 (760)438-2722 /760/753-0/55 STREET NOTES I. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY 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 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,UNDERGROUNO 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 ·cur OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF /,350 OR ASBESTOS CEMENT PIPE WITH A MINIMUM D-LOAD OF 2 TIMES THE MINIMUM D-LOAD REQUIRED FOR RCP. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN /5 FEET AND BACKFILLED WITH 314" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WI TH IN TWENTY FEET OF BU I LD I NG OR STREET AREAS AND REPLACED WI TH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG Ml9. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO /21 SETS OF SURVEY (CUT/ SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 11. ALL PROPOSED STREET LIGHTS CONSTFIUCTED BY THIS IMPROVEMENT PLAN ARE PRIVATELY OWNED AND OPERATED AND ELECTRICAL SERVICES PAID BY THE HOMEOWNERS ASSOCIATION PURSUANT TO THE TERMS OF AN ENCFIOCHMENT PERMIT PR 03-123, AND THE CCBR'S FILED FOR THIS PROJECT. "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 DES I GN IS CONS I STENT WI TH 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: HUNSAKER B ASSOCIATES ADDRESS: 10179 HUENNEKENS AVE CITY, ST.· 54# QlfGQ CA :~~EZ:V?t;::L ~ND L. MARTIN P. E. NO.: RC£ 46670 EXPIRATION DATE, ~6=1-3-0~/0=4~-------- SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL TOPOGRAPHIC SURVEY BY SAN LO AERIAL SURVEYS /1-30-97} AND FIELD SURVEY BY O'DAY CONSULTANTS IN APRIL, 200/. TOPOGRAPHY SHOWN HEREON CONFORMS TO NAT I ONAL MAP ACCURACY STANDARDS. PER LA COSTA GREENS PHASE I GRADING PLANS, PROJECT NOC. T. 99-03, DRAWING NO. 397-2A REFERENCE DRAWINGS CITY OF CARLSBAD DRAWING 397-2, 406-4A, 406-48 B/69-7 OWNERS / PERMITTEES REAL ESTATE COLLATERAL MANAGEMENT COMPANY, A DELAWARE CORPORATION 1903 WRIGHT PLACE SUITE /BO CARLSBAD, CA 92008 /760/ 929-270/ LEGAT. DESCRIPTION BEING A SUBDIVISION OF LOT 12 OF THE CITY OF CARLSBAD TRACT CT 99-03 LA COSTA GREENS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 14543, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 12, 2003 CATION PROJECT LO THIS PROJECT I 231-112-03 S LOCATED WI TH IN ASSESSORS PARCEL NUMBER (SI THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS 982 N ____ ~ E 6252 GS EARINGS FOR THIS SURVEY IS THE CALIFORNIA BASIS OF HEARIN THE BASIS OF B COORDINATE SYT EM -1983, ZONE VI, 1991.35 EPOCH, NORTH AMERICAN DA TUM OF / 983 (NAD83/, GRID BEARING BETWEEN STATION CLSB-153 AND STATION CLSB-0 CARLSBAD SURVE 70 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF Y CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY FILED IN THE OFFICE OF THE SAN DIEGO COUNTY MAP NO. 17271, RECORDER ON FE BR UAR Y B, 2002. IE, N 36'47' 12" W X END SHEET INDE NOTES AND LEG KEY MAP AND S IMPROVEMENTS SEWER LATERAL ECT/ONS TABLE SHEET I SHEET 2 SHEET 3-7 SHEET 8 LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER /.(__~~-q/1"/0'1 STEVE DEERING Rg 26514 DATE DUDEK AND ASSOCIATlS EXP. 03/31/06 ENGINEER'S NOTES I. NEITHER THE OWNER, NOR THE ENG I NEER OF WORK WI LL ENFORCE SAFETY MEASURES OR REGULATIONS. THE 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. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. 3. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT /858/ 558-4500. 4. THE CONTRACTOR SHALL VERIFY ALL STAKES FOR ACCURACY AGAINST APPROVED PLANS, PR I OR TO TRENCH IN<, OR FORM I NG AND SHALL BEAR THE COST OF ALL RE'M?RK THAT RESULTS FROM PROCEEDING USING INCORRECT STAKES THAT ARE NOT VALIDATED BY THE CONTRACTOR PRIOR TO COMrAENCING CONSTRUCT/ON. 5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS /GRAVEL BAGS, HAY BALES, TEMPORARY DESILTING BASINS, DIKES, SHORING, ETC./ UNTIL SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR MA I NTENANCE BY THE OWNER. 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK, VrHETHER SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EX I ST/ NG. CONTRACTOR SHALL NOT I FY THE ENG I NEER OF WORK OF ANY DEV I AT IONS PR I OR TO ORDER I NG MATERIALS FOR THE PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF AS-BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN. 7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EX 1ST I NG UT I LI Tl ES NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR REPLACE ITEMS REQUIRED TO REMAIN IN PLACE WHICH AFIE DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION OF THE APPROPRIATE AGENCY. 8. WHERE TRENCHES ARE ADJACENT TO FUTUFIE BUILDING SITES, A LICENSED SOILS ENGINEER SHALL BE RETAINED BY THE OWNER TO COMPLETE NECESSARY TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. ,. THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRED BY THE APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. THE COST OF ANY ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE. LEGEND OF ABBREVIATIONS TC GB BVC EVC VP/ BC EC HP LP FL DWY FS PRC ST. RT LT TW PCR MVC CL BW TOP OF CURB GRADE BREAK BEGIN VERTICAL CURVE END VERTICAL CURVE VERTICAL POINT OF INTERSECTION BEGIN CURVE END CURVE HIGH POINT LOW POINT FLOW LINE DRIVEWAY FINISHED SURFACE POINT OF REVERSE CURVE STREET RIGHT LEFT TOP OF WALL POINT CURB RETURN MODIFIED VERTICAL CURVE CENTERLINE BOTTOM OF WALL NOT TO SCA/.£ ENGINEER'S NOTES (CONT.) 10. PRIOR TO ORDERING MATERIALS OR BEIHNNJIIG CONSTRUCTION, WHICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NvT I FY THE ENG I NEER OF WORK IN WR I TI NG, WHENEVER THESE PLANS SEEM UNCLEAR. I I. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO BACKFILL/ NG TRENCHES FOR ALL NEW UT I LI Tl ES. THE SURVEYOR SHALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK WITH A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUTHORITY. /2. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE ENGINEER OF WORK, SOILS ENGINEER AND THE CITY INSPECTOR. THE GENERAL CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT. AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. /3. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION IS REQUIRED FROM THE /JUILDING DEPARTMENT FOR ALL RETAINING WALLS. / 4. THE SO I LS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED INTO AND MADE A PART OF TH IS PLAN. ALL CONSTRUCT I ON SHALL CONF;ORM WITH AND BE SUBJECT TO ANY TESTING GR INSPECTION REQUIREMENTS IN THE REPORT. /5. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS ANO TEES IN WATER SYSTEMS PIJRSIJANT TO THE APPROPFIJATE WATER DISTRICT STANDARD. 16. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STREE:T LIGHT CONDUIT RUNS. ACCESS POINTS, HAND HOLES AND SERVI CE POINTS PR I QR TO ENERGIZING THE SYSTEM. 17. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCULATED HGL DURING THE DESIBN STORM, AS REQUIRED BY THE CITY. THE CALCULATED HGL CAN BE FOUND IN THE APPROVED STORM DRA I NAG£ REPORT ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAK I NG ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPQP/5I/iJLE FOR THE REVISIONS. STORM DRAIN NOTES /. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCULATED HGL DURING THE OESIGN STORM, AS REQUIRED BY THE CITY. THE CAL GULA TED HGL CAN BE FOUND IN THE APPROVED STORM ORA INAGE REPORT ON FI LE AT THE OFFICE OF THE CI TY ENGINEER. ENG I NEER IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAK ING ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. 2. STORM ORA IN PIPES DES I GNATED AS HAVING THE HGL AT OR ABOVE THE PIPE SOFFIT SHALL BE CONSTRUCTED WITH WATER TIGHT JOINTS WITH AMERON REINFORCE CONCRETE PIPE WITH REINFORCED THERMOSETTING RESIN ( RTR I COUPLING OR EQUAL FOR THE ENT I RE REACH. COUPLING SHALL MEET THE REQUIREMENTS OF ASFM C76, C36 I , AND C443. 3. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND SHALL HAVE A MINIMUM COVER OF 1-/12 INCH OVER THE INVERT REINFORCING STEEL. THE CONCRETE DES I GN STRENGTH IN THESE REACHES SHALL BE f c : 5, 000 PS I . FOR VELOCITIES EXCEEDING 30 FEET PfR SECQNI), USE le • 6,000 PSI. 4. ALL INLETS TO INCLIJDE INSTALLAT/011 OF A "NO DUMPING" TILE PER S'M'PP. CIT( OF SAN MARCOS II LAGOON coSTA CIT( OF ENCINITAS N. T.S. CTB RP £OP CDS RCP SD KNU cc CB CEMENT TREATED BASE RADIUS POINT EDGE OF PAVEMENT CUL-DE-SAC STATIONING REINFORCED CONCRETE PIPE STORM DRAIN VICINITY MAP KNUCKLE STATIONING CENTER OF CUL-DE-SAC I CURB 20+00.00 CDS REFERS TO A CUL-DE-SAC ALIGNMENT MEASURED ALONG THE FACE OF CURB 40+00.00 SD REFERS TO A STORM DRAIN ALIGNMENT MEASURED ALONG THE CENTER OF PIPE THROUGH CLEANOUTS jso+oo.ool REFERS TO A SEWER ALIGNMENT MEASURED FROM CENTER OF ACCESSHOLE TO CENTER OF ACCESSHOLE ALONG THE CENTERLINE OF PIPE . NTS I \ '® \ . ,, ' ' ' I "Z 111'--' I I '-' / I I ' FIRE HYDRANT LAYOUT PLAN SCALE.: 7'~500' ' '-.,._, ..., WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH TH£ FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS. 3. THIS SET OF PLANS. . 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 5. SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC. SOILS AND TESTING, INC. DATED, MARCH 2000. 6. TH£ SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 7. FINAL PROGRAM EIR 98-07 8. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF WATER. 9. THE LEUDADIA WAS71:WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF SEWER. 10. IN ACCORDANCE WITH CITY OF CARLSBAD RESOLUTION NUMBERS 5474 DATED OCT 15, 2003 11. STORM WATER MANAGEMENT PLAN FOR CT 02-24 PREPARED BY HUNSAKER & ASSOC., DATED APRIL 15, 2003. LEGEND DESCRIPTION SUBDMSION BOUNDARY RIGHT OF WAY LIN£ PROPERTY LINE EASEMENT LINE A.G. PAVING/BASE 5• TYPE G CURB & GUTTER PEDESTRIAN RAMP TYPE "A" CROSS GUTTER MODIFIED CROSS GUTTER CONCRETE SIDEWALK DRIVEWAY GUARD RAil STD. DWG. **G-2 **G-27 ***G-12 *GS-10 *"G-7, **G-9, **G-10 ***G-148 **M-30-38 SYMBOL --------- ,J I K □□□□□□ □ □ PR/VAT£ STREET LIGHT 9,500 LUM (f{PS)V) (MFCTR. AMeRON, MODEL 581-24 (201 ~ STREET CENTERLINE MONUMENT ***E-1, **E-2, **M-21 **M-10 o--Q D. EXISTING STORM DRAIN PROPOSED STORM DRAIN 18" RCP PROPOSED CURB INLET TYPE "8-1" ***D-2, *DS-1 PROPOSED CLEANOUT MOD. TYPE "B-5" **D-10 PROPOSED CATCH BASIN TYPE nF" "*D-7 ADJUST CLEANOUT RIMS TO GRADE CURB OUTLET **D-25 lot I PROPOSED SIDEWALK UNDERDRAIN **D-27 (DETAIL SHEET 2) PROPOSED SEWER MAIN(SDR 35) PROPOSED SEWER MANHOLE 4• SEWER LATERAL W/TRAFFIC LID EXISTING SEWER EXISTING WATER LINE PROPOSED WATER MAIN GATE VALVE FIRE HYDRANT ASSEMBLY WITH MARKER END CAP ASSEMBJLY 2• AIR VAC ASSEMBLY 2" BLOW OFF ASSEMBLY 2• MANUAL AIR RELEASE ASSEMBLY PROPOSED 1" WATER SERVICE 2• IRRIGATION SERVICE REMOVE EXISTING BARRICADE DOUB/.£ NAME STREET SIGN PER CAL TRANS TRAFFIC MANUAL ****S-12, ****S-11 ***"S-3, ****S-4 **""S-17 *W-16 *W-12 *W-7 *W-6 *W-6 *W-3 *W-4 12• WHITE LIMIT LINE, "sTOP" PAVEMENT LEGEND PER CALTRANS TRAFRC MANUAL {THERMOPLASTIC) SDM-102 SDM-102 * CITY OF CARLSBAD OR CMWD STANDARD DRAWING *" SAN DIEGO REGIONAL STANDARD DRAWING '** AS MOD/RED ar THE CITY OF CARLSBAD STANDARDS -LEUCADIA WASIEWA7ER DISTRICT STANDARD DRAWINGS CARLSBAD FIRE DEPARTMENT REQUIREMENTS: NIJMBEl? OF F.H. '.,_7_ F.FL0'1l1fl[)/)G.P.M. OUT OF......LF.H. '.5 -s--0-- --------<@ -w--- -~---,§ FH ---:l AVA ---~- -· _BO. __ __ MARIi-_ ---------1@ ----------</ ENGINEER OF WORK ~ .. ./ ""'"2.i:. RAND L. MARTIN R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" Q //f_ ~ , QUANTITY 112,241 S.F. 6,952 L.F. 2 £.A. 1,037 s.1::. 32,674 S.F. 7,668 S.F. 118 L.F. 14 E.A. .24 £.A. 753 L.F. 2 £.A. 3 £.A. 1 £.A. 3 £.A. 1 £.A. 36 £.A. 3,336 L.F. 14 £.A. 36 £.A. 3,476 L.F. 9 E.A. 7 £.A. 1 £.A. 1 £.A. 5 £.A. 2 £.A. 36 £.A. 1 £.A. 34 L.F. 2 £.A. 1 E.A. fdf&~ATE ~ '<~utESSiOJv.4 i!Y '' it{i CARLSBAD MUNtCJIW. WA 1ER DISTRICT RC~'l'B(.:,20 <,., I 30 !._08 DAL EXP. / §f *i;,':\U L !,t, @ii /;:.} ~ '¼ ~ 7itSPmNKUD? ~ F.FLOW .haDG.P.M. cli,~ ~,~ ~w;-r••fz REVIEWED B~ "'/ NO ·'-4~6"' )"' r"11.ftl ;1/4s/n .Cl:: . •"-' .u -V ::,0 \ Exp, 06-30-03 ~4· i<.iwiu.iAMC LtJMMiR DATE OJSTRICT EWINEFII If.£.£ . .l.8176 EllP. -:;/31/06 (7,n:"-4 . INSPECTO~-""" ,,,,"h" f••' ' ..I.: DAT[ ~";> ~ . ..._~~~*~ !torr~ I SffET I CITY OF CARLSBAD I SH~ETS I -~--;_,_"' . ENGINEERING DEPARTMENT IMPROVEMENT AND UTILITY PLANS FOR: .LA COSTA GREENS BENCH MARK IMPORTANT NOTICE NEIGHBORHOOD 1.12 DESCRIPTION: BRASS DISC IN WELL MONUMENT SECTION 4216/4217 OF TH£ GOVERNMENT CODE (S.D. CO. CONTROL PT. REQUIRES A DIGALERT IDENTIFICATION NUMBER BE RllJ00-288+89 EC) ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE 11/02/07 /4'<-M I~ '~S-BIAllT" APPROVED . . _ Pc>,,(LLOYD B. HUBBS LOCATION: ON EL CAMINO REAL, 2. 63 Ml. VALID. FOR YOUR DIGALERT I.D. NUMBER CALL a/n Jo4 R.JJ,( '3\ REJIISE 5/=.Wt=R 5/ff 4,, 'l/z.o//t;Lf h.,b fO · ?" -/4 6-e,, C ~ ~~~9 •. s/~/~ 1/ r,· - NL 'Y FROM LA COSTA AVENUE UNDERGROUND SERVICE ALERT AT: RLM lz.\ R.£.V/$f', l>RIVEW4YLOcATIOIJS S/./TS 3,4ic. 7 ,o.'(-ci( CITY ENGINEER ~£?388.:___ -EX 0 _2Z311'05' DATE ' at,jo•lj0<1 , RECORD FROM: NORTH COUNTY CONTROL DATA TOLL FREE 1-800-422-4133 ie,._J-1 1\0e.1...e:re ~L,~FY FI..Af'<E. ' OWN BY: PROJECT NO, :JRAWIMG NO. "" DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: GV[::> TWO WORKING DA Y.S BEFORE YOU DIG REVISION DESCRIPTION RVWD BY, JiE CT0Z-21 406r4 ELEVATION: 311.41 NGVO 1929 ENGINEER OF WOR/ OTHER APPROVAL CITY APPROVAL R• \ 032 9 \&Eng\] Mpr o veM en ts\ 032 9 iu 01. dw g[ 127 5 ]Ap r-16-2 004 •10•4 9 .W.O. No. 2352-71 LWD SEWER NOTES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSmUCTION. 2. ALL DESIGN MATERIALS, AND CON5mUCTION WORK SHALL CONFORM TO THE L£/JCADIA WASJEWATER DISmlCT LWD SEWER STANDARDS AND TO TH£ REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CON5mUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVEN OF CONFLICT TH£ LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENmY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE JOBS/TE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROV£ DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. QUANTITIES SHOWN HERON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. 7. PRIOR TO CON5mUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWD. 8. PRIOR TO BEGINNING THE SEWER WORK THE LWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD STANDARD SPEC SURVEY REQUIREMENTS. 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSmUCT/ON AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO CON5mUCT/ON. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE AGENCIES. 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE D/5m/CT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING mENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL mENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CON5mUCTION SAFETY ORDERS, Tin.£ 8, CALIFORNIA ADMfNISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST 8£ SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND mENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATER/NG CONTINUOUSLY UNTIL TH£ WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKRLL MATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE D/Sm/CT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATER/NG PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED OT THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR smUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR smucTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800} 422-4133, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, mENCH SAFETY AND CONFINED SPACE ENmY. 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT mENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIRCATIONS AND THE LWD STANDARD SPEC. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION {I.£.) INSIDE BOTTOM OF PIPE. 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSmUCTION. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS-BUILT DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO ANAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN mENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE Dl5m/CT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OR WORK. 22. TH£ CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESmOYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE-ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. 24. SEPARATION OF SEWER/WATER AND SEWER/RECLAIMED WATER SHALL COMPLY WITH LWD STD. DWG. S-2 AND WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS. 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY 8£ DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 27. A 2-/NCH HIGH •s• SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO 2" COPPER TAG TIED AND SOWERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 5• ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 30. PIPE JOINTS SHALL NOT 8£ DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED TO LESS THAT ONE-HALF OF THE ANGLE RECOMMENDED BY THE PIPE MFGR. 31. SEWER PIPE ZONE AND mENCH BACKRLL SHALL BE PER THE LWD SEWER STANDARDS. WATER JEmNG SHALL NOT BE ALLOWED. 32. ALL LATERALS SHALL 8£ CONSTRUCTED CLEAR OF DRIVEWAY.5'. ' 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE. 34. MANHOLE BASES SHALL BE MONOLITH/CALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SEmNG OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" S S WITH Dl5m/CT ENGINEER APPROVAL. 35. JOINTS BETWEEN MH BASE, SHAmNG, CONE SECTIONS, AND RING SHALL HAVE A 2• BY 2• BU RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRES SEAL GASKET CORP., OR APPROVED EQUAL. 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKRLL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CON5mUCTION OF ALL OTHER UTILITY LATERALS. 38. ALL SEWERS ANO LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 39. MANHOLES SHALL BE 4-FEET DIAMETER FOR PIPE UP TO 15-INCH DIAMETER PER LWD STD DWG S-3. MANHOLES SHALL BE 5-FEET DIAMETER FOR PIPE 18-INCHES AND LARGER PER LWD STD DWG S-4. 40. MANHOLES SHALL BE LINED WITH INTEGRALLY LOCKING PVC (T-LOCK) OR A POLYURETHANE PROTECTIVE LINING SYSTEM PER SECTION 500-2 OF THE GREENBOOK FOR 1) ALL NEW MANHOLES ON SEWERS 75• OR GREATER; 2) ALL MANHOLES WITH INLET PIPE SLOPE 5% OR GREATER; 3} ALL EXISTING MANHOLES WITH NEW CONSTRUCT/ON; AND 4) ALL MANHOLES WITHIN 1,000' DOWN5mEAM OF A FORCE MAIN DISCHARGE TO GRAVITY SEWER. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND smIPING. 2. SIGNING, 5m/PING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL, CALTRANS STANDARD SPECIFICATIONS (JULY 1999 OR LATEST 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 DEVIATION FROM THESE SIGNING AND 5m/PING 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 CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL US£ ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL) 6. PRIOR TO FINAL ACCEPTANCE OF smEET IMPROVEMENTS, ALL sm££T STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WJLL BE RESTORED TO A "LIKE NEW" CONDITTON, 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 INSTALLATION. 8. COMTRACTOR 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 8£ THE LATEST VERSION OF THE CALTRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 1 O' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPEC/RED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS ffiAFFIC MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL 8£ PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAFFJC MANUAL 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 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 COMTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R7 SIGN AND TYPE N-1 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOS£, THE R7 SIGN SHALL BE 1B"x24" AND THE N-1 OBJECT MARKER SHALL BE 12"X12". CMWD WATER NOTES 1. WATER MAfN AND APPURTENANCES SHALL BE CONSmLJCTED IN ACCORDANCE WITH THE •CARLSBAD RULES AND REGULATIONS FOR THE CONSTRUCTION OF POTABLE WATER MAINS -CARLSBAD MUNICIPAL WATER Dl5m/CT, • OCTOBER 1993 OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSmUCT/ON 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.D. OFFJCE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HEW A MfNIMUM OF SEVEN (7) DAY.S' BEFORE CONSTRUCTION BEGINS. CONTACT CITY OF CARLSBAD ENGINEERING D£PAR7MENT ([760} 438-3891) FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY CITY OF CARLSBAD ENGINEER/NG DEPARTMENT 4IJ HOURS PRJOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760} 438-3891. 6. NO TREES OR smucTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT. ALL EXISTING TREES AND smUCTURE SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISmlCT 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 8£ PERFORMED IN ANOTHER MANNER, THE DISmlCT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF TH£ FIRE LINE LOCATED BETWEEN THE DIRECTOR CHECK VALVE AND BU/WING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIR£ MARSHAL. 9. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSmLJCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CON5mUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT,• OCTOBER 1993 OR AS AMENDED. AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER PROTECTION. CMWD CONSTRUCTION NOTES 1. ALL POTABLE WATER SERVICfS SHALL BE 1 • AND ALL POTABLE WATER MITERS SHALL BE 5/8 (UNLESS OTHERWISE NOTED ON PLANS). 2. ALL WATER METER BOXES SHALL BE 17"x30"x12" POLYMER CONCRETE AS MAUFACTURED BY ARMORCAST OR EQUAL. 3. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 5 FEET. 4. THE TOP OF WATER METER BOXES SHALL 8£ FLUSH WITH THE FINISHED SURFACE GAAD£. 200 0 ~ R/W *3' 13'/10'* MIN. 6 5' 7.5' 4.5 ~'t-i- <J:·' FIRE HYDRANT 200 400 I SCALE l'= 200' --4/) \suBDIVISION BOUNDARY 600 I 8 9 KEY MAP LEGEND SUBDMSION BOUNDARY -- RIGHT OF WAY SHEET NO. @ FIRE HYDRANT iXXI 5mEET LIGHT <>-0 STORM DRAIN ==@= WATER LINE - - SEWER LINE {LWD) PVT. STREET LIGHT 60'/56'* R/W J0'/28'* 30'/28* 17' 18'* 17' 18'* 13' 10· .5 5' PL . I . , I I I 24 26 Pt I i-t-+--TYP/CAL SWALE ~ I i I ! I I ' DRAIN BOX TO CONNECT TO ,J; .---r"""'r"-SIDEWALK UNDERDRAIN PER ·""••~•o~Yao ~ THE GREENS NEIGHBORHOODS 1.12 '(.O'DIAC ST. I I 9EE A.S-i'Jl./lLT PAVEM6WT SECTIONS .BELOW ** . -------------...__ " ( RW PRECISE GRADING PLAN ---~_... ___ ..,, * DENOTES 56' WIDE R,O. W. WITH 36' 'MOE CURB TO CURB AMBER LANE 34+50 TO 40+50 ** ACT/JAL PAVEMENT SEC710N TO BE DElf:RMINED FiY R VALVE (SEE STREET NO'IE 1} Tl = 5.0 LOCAL Tl = 4.5 CUL-DE-SAC *** 3' MINIMUM SETBACK TO HOA MAINTAINED SLOPE:. OTHERWISE TOP/TOE OF SLOPE IS AT ROW. AMBER LANE ZODIA.C. STREET AMBER LANE, AND ZODIAC STREET PAVEMENT 5:TATION /3 r'i-O TO t7 +oo I 7 ,-I)() ,r, :zo-,.50 20,-so ro 23r50 23 r50 TO 27-rOD 27-f-OO TO 30f-SO 30 t-50 TO 34-+00 34--t-OO TD :'37-t-50 ..37 -f-50 TO 401'00 / .2. -t-00 ro I~ -;-So /S ;--50 TO 18 +-4-0 A.C./CL.:ZaAS£ R-VALlle 5 /3 /4- / f!, :i.. 0 /0 14- 12. II 13 ~ \ j ( ,~~-~,:,,/?Jc .. ,.,,_,./~~----.)' HUNSAKER & ASSOCIATES SAN DJ EGO, !NC PLANNING 10179 Huennekens Street ENClNEBIING ,an Diego, ca !l2121 SURVE\'lNG PH(858)558-4500· FX(858)558-1414 . 11/0:./07 RLNI ll,ITE INITIAL ENGINEER OF WOR! CURB./ ENGINEER OF WORK TYPICAL SIDEWALK UNDERDRAJN DETAIL i 'f Lz. ., ~ t. ·•·-' Y/J~ OND L MARTIN DATE NTS R.C.E. NO. 48670 EXP. 6/30/04 NOTE: EVERY LOT SHALL HAVE 1 SIDEWALK '1\\.1lfESSI04'.4t "AS BUILT" UNDERDRAIN PIPE PER SDRSD D-27. LOCATION TO BE SHOWN ON "AS-BUILT" PLANS. #~~V,,DL~~ ~~:~~ ti;~ ~ ~ <!5 ';I'-~ iii NO. C-48670 !.l· Exp. 06-30-08 <1?, CM\.. ~'t-REVIEWED BY: 4/4 ' '4lfoF Cl\1..1\~ alt'!. lo? ~~,, INSPECTOR ;' -' DATE I S~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT IMPROVEMENT ANO UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.12 APPROVED UY LLOYD B. HUBBS 4 --o'~ -' L ·V 0=' r,f CITY ENGINE£'!( RCf~ ·~ C\!P 1 ? 131105 DATE • Ai:\ ':,/.S-/3#/L T " DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: C-1,,) ~ CT02-21 406-4 REVISION DESCR1PTION OT+lER APPROVAL CITY APPROVAL RVWD BY: J .LJ! R, \ 032 9\&E n g \I Mpr o v eM en ts\ 0329 io 02. dwg[ 12 75 JAp r-28-200 4, 18 •3 4 W.0. No. 2352-71 . I : ''2 I l -----------, i.J I ----;-------~--~ ___ -j _. ' -_) --------------e:::::_r ··-----··------. :::::1 -! -l - _ _1 __ _ _, __ -,-_-:t:..:..:_ ___ .. -·-·--·------"--::·::1:·:·:·:t==== -----r : __ , __ _ -1 -' 0 2 3 4 □ 2 3 4 5 6 7 8 2 3 4 0 7 2 3 4 5 ·=t:::=r~--====:-_ .... ---+ ----1---- .-:::::1 _:::-:1,:: -------I ---1 4 --------•! _____ ]__ -------~-::-----'-------+ I ----------, -----,--- CENTERLINE DATA BEARING/DELTA RADIUS LENGTH N 30'47'05" W 51.99' 48'23'30" 200.00' 158.92' N 79'10'35" W 100.07' 83'20'51 • 200.00' 290.94' CURB DATA BEARING/DELTA RADIUS LENGTH N 30'47'05" W 55.10' 48°23'30" 182.00' 153.72' N 79'10'35" W 96.50' 83'20'51" 217.00' 315.57' 83'20'51" 183.00' 266.21' N 79·10•35• W 104.08' 48'23'30" 217.00' 183.28' N 30'47'05" W 49.32' WATER DATA BEARING/DELTA RADIUS LENGTH N 30'47'05" W 43.76' 48°23'30" 189.00' 159.63' N 79'10'35" W 97.39' 83'20'51" 211.00· 306.94' LWD SEWER DATA BEARING/DELTA RADIUS N 30"47'05" W 48°23'30" 200.00· N 79'10'35" W 11·43'40• 200.00' 5T17'41" 200.00' HUNSAKER & ASSOCIATES .. ~AN DIEGO, INC PLANNING 10179 Huennekens Street ENGINEERING San Diego. Ca 92121 SURVEYING PH(8S8)558-4500· FX(856)558-1414 LENGTH 41.26' 168.92' 97.39' 40.94' 250.00' ----1-- ! REMARKS REMARKS 5• TYPE G C&G 5" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&:G r;• TYPE G C&G 6" TYPE G C&:G 6" TYPE G C&:G 6" TYPE G C&:G REMARKS 8" PVC CL 150 8" PVC CL 150 8" PVC CL 150 8" PVC CL 150 REMARKS 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC ·-· -'-------'- -!--' --------------_____ , __ ----------·-- ' ···--·----·-·----- LEFT CURB TC= CL FROM STA 13+38.10 TO 13+93.54 UNLESS OTHERWISE SHOWN LEFT CURB TC = CL + 0.06' FROM STA 15+62.56 TO 19+50.00 UNLESS OTHERWISE SHOWN RIGHT CURB TC= CL FROM STA 13+38.10 TO 13+87.41 UNLESS OTHERWISE SHOWN mom cu TC = CL + 0.06' FROM STA 15+55.30 TO 19+50.00 UNLESS OTHERWISE SHOWN - -' -----------:::~ ----, __ ' ,: py(•ttda",291;97' •···•··· Gf=f2,11o/(·•p215.lll1SC•••••- ----- ...... ---------- ----<--·-·--- -, __ _ :::[ ..... , .. ' I_- i i -- :: 1 - : •. 1. I -------~ --- ··-.• J __ _ '---"------!--··-- ----,-___ --,-·· __ :::J::~_ r~--~ --_--,---_---._---.,_~I __ ..__ __ ~_ ----·------------' -j _:--------------., ---~-~~T::: __ _ 1 ----'----- _, ----~ . --. --------------,- -<----------1 ---)___· -____ ::,-·. - ---------, --•----c--· ----------f ··'· ______ [ PROFILE SCALES HORIZ. : _ , + --• · · , ----------[) #Jprq.:rx.s if/,fY.i fJ,fJM RF_Ff.Rf.~F_ [Jf<A_'II/~ , VERT. : 1 "=40' 1 "=8' SUBDIVISION BOUNDARY_, NOTFS: CONTRACTOR, TO ADJUST STORM /JffA/N RIMS TO FINISHED GRAD«.-V & STORM WAIB'<' QUALITY OBJECTIVE FOR THIS PROJECT ARE MET BY OFFS/TE VORTECHNICS UNIT ON P.A 1. 10, TANZANITE DR., LOT 65 CONSTRUCT£(] PER DWG. NO. 397-2 14+00 ) 15+00 40 re. 16+00 PRIVATE HOA MAINTAINED STORM DRAIN PER DWG NO 397-2 3 re. 2 17+00 18+00 }> > ) I ' \ j t I \ ' ,.,;,__,~•.K_--~·•, ;;,_ :,.;.::-~ ·,:~-~..,•-.--~·.;· -~:"'.:''~.. I . " . "" . <~:-: --:.7:~x_,-,_, __ ,,,_,,,.,., -·--oo -· -•-7' _,_ • '' -' 19+00 <SUBDMSION BOUNDARY \ 20+00 £)(!STING STORM DRAIN PER DWG NO. 397-2 40 0 40 80 120 ■■■iiiiiiiiiiiiii■ SCALE 1'=40' ENGINEER OF WORK ONO L. MARTIN DATE ,E. NO. 48670 EXP. 6/30/04 REVIEWED BY: INSPECTO AM8£R LANE 1--+--+-------------+--+--+--+-~I sH3Enl,c_1_r_Y-=o=F==c~A=R=L=S=B~A_D_jlsH~Tsl ~ ENGINEERING DEPARTMENT DESCRIPTION: LOCATION: BENCH MARK E/RASS 0/SC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC) ON EL CAMINO REAL. 2.63 Ml. NL 'Y FROM LA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATION: 311.41 NGVD 1929 ''AS-Bll fl. r DATE INITIAL ENGINEER OF WOR REVlSIOf DESCRIPTIOM DATE !Nff14L OTHER APPROVAL CITY APPROVAL IMPROVEMENT ANO UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.12 APPROVED .Perl LLOYD B. HUBBS A.,<; ~ ~~ .s-/~/p"f CITY ENGINEERRCE 231l~p j?/31/05' ' DATE , DWN BY: ____ _ CHKD BY: GVP RVWD BY: JU~ PROJECT NO. CT02-21 DRAWING NO. 406-4 R, \032 9\& Eng \I ~prove Men ts\ 03 2 9io.0 3, ci w g[ 12 75] Apr-16-2004 ,09, 4 0 W.O. No. 2352-71 1-,-- - -::::::1_: - -----1--' ··········l.· o-.-.·.-. i-,.-~=---j-------_-_:::~-- ······1 ::: .. ::::=------·-! ------r-I -----------------, _-__ :-:-:~ ---=~-J-_:-_ T----___ J: --_, ____ -<--- --_:--j :~:~~!=~~: r~:-±:: I·+ _: __ :: -:=---f-: ___ :: ,'----'-----,----- L-: , . ····f---.. • ....... -.--.-1-.----------'----==~ :_ .. ;._ ==r= :, ....... : .. f IIF + T i ··················'·· L ' ----__ j -1 ----·----j--··--·-·1------r l=T===-cc'====icc⇒=.::-... -.. :~.-.-·.· -.. -.. -.. +-! -.. -.+-~---.-.-, -0----.. "T-.. -. ~ .. -.+_,--. -... -.-.. -... -.-.-.-.. -.-._+-._.:-._.: -- _____ , __ ... :---- ------------r ::-:::::::::1:: -------=-=r --------1 ,:-_-:.:: :t..:..:_~_------.---·•·'--'-'---'"---c__ -~ ___ ,_ _____ -___ : ___________ -__ !_ ---1 ___ -_; __ -- ' -----------------_, ' -----7 . -------"' \ .. ' ·-T ·-L[(j)_p: .QF+ ' ' :: ~!Ff £~~ ~ifg ··••••· ' -·----r __ -__ ·-__ ---I - - .. ,. ··-·+ -·--·f--. -----______ [__ :--_----t--- ' : ---_J __ _ ---.!--.-.. 1 .. I ----------------------------------, ---__ '--_----··=--·-··==-··---···r '=+==t=i=t===EEff-----=+====f=:r==t=~~fa!:=b:==f'tci~7'.-;Z:::=~i'ili34 -----,-- ~1 ====~=··"--r. : --"=======· !!l,_:t_\s_'!,l• ...... ··· .. / ---~'--j-d~22-------?F7··:-.· .• · ..• · .. ·.···~,.· •• · .•••••.•.•• c?tt-7--------------2c··:_ •.• I j .. ,.i . T: 'Ew_E_R[HfJ_()Rt_f11 ••••• ·-·--··· ...... 1. - -7--I --- 0 BEARING/DELTA 1 33°30'02" 2 45·52•50• 3 N 84"33'08" E 4 44·27'02· 5 4"19'29" 6 43"05'04" 7 N 1'19'37" E 8 45·33•25• 10 N 49·01 '40• E 11 45·37•35• 12 N 0·24•00• E 13 30·15•30• 14 N 30"40'30" E 15 5·11'27" 16 5'11'27" I 7 N 30•40•30• E 18 30·15•30• 19 N 0-24'00" E 20 48"37'35" 21 N 49·01 •40• E 22 2"24'47" 23 44·21•55• 24 N 89.01'12" W 25 47"10'24" 26 4•45•53• 27 45"38'41" 28 N 5'37'10" W 29 42"48'08" 30 32·00•43• 0 BEARING/DELTA 5"23'37" 2 38"27'47" 3 N 49·01 •40• E 4 5 3051'02· 6 N 0-24'00" E 7 8 15·05•32• 9 N 30"40'30" E 1 1 w -----:~ --:-=J= ==-=========, ~ ~ ~ ~ -. ------~:: ___ t::-:·j~ _·_ ·___ ·••==tc'-======="'i=+--=== --------1--__ ·::::::::;r== __ ,_ .. . . .. .. ... . .... + " "'<:> " ' .. ,.. +==~~J c1 ' ···1 ........... + . ' .................... , ···••,: ... · . ·· ... · .. ·.·.·.·.·11.·. • •·•····.•.·.· .. • .. ·.11·· ···';·· ·········1··.~• "===--" , .. ---r ' 19+00 EXISTING STORM DRAIN PER MAP NO 5800 REC 12/09/1970 CURB DATA RADIUS LENGTH REMARKS 217.00' 125.88' 5" TYPE G C&G 5.00' 4.09' 5" TYPE G C&G 2.78' 6" TYPE G C&G 5.00' 3.B8' 5" TYPE G C&G 212.00' 15.00' 5" TYPE G C&G 5.00' 3.75' 1 5" TYPE G C&G 3.08' 5" TYPE G C&G 5.00' 3.98' 5" TYPE G C&G 217.00' 8.13' 5" TYPE G C&G 102.32' 6" TYPE G C&G 183.00' 755.31' 6" TYPE G C&G 158.37' 6" TYPE G C&G 217.00' 114.55' 6" TYPE G C&G 125.71' 5" TYPE G C&G 183.00' 19.77' 6" TYPE G C&G 217.00' 23.45' 6" TYPE G C&G 125.71' 6" TYPE G C&G 183.00' 95.70' 6" TYPE G C&G 158.37' 6" TYPE G C&G 217.00' 184.17' 6" TYPE G C&G 102.32' 6" TYPE G C&G 183.00' 7.71' 6" TYPE G C&G 5.00' 3.87' 6" TYPE G C&G 2.75' 6" TYPE G C&G 5.00' 4.12' e• TYPE G C&G 188.00' 15.59' 6" TYPE G C&G 5.00' 3.98' 6" TYPE G C&G 3.11' 6" TYPE G C&G 5.00' 3.74' 6" TYPE G C&G 183.00' 102.24' 6" TYPE G C&G LWD SEWER DATA RADIUS REMARKS 200.00' 8" PVC 200.00· 8" PVC 8" PVC 200.00' 8" PVC 200.00' 128.53' 8" PVC 158.37' 8° PVC 200.00' 53.00' 8" PVC 200.00' 52.58' B" PVC 125.71' 8" PVC 200.00' 2/.fj/' 8" PVC 30.00' B" PVC 0 2 3 4 5 6 7 -~}"""' ! ~ ID~ ti-•-.......--_ --/ -, _ ; ____ ......... -.... _:'.____ -----_-..:..:..:..:;.: ==-=.=.= .,= .. =•=.= .. '".i-"'. c.···4 cc..= ... ","'.". ===----"--'-----' _________ :::::1~·•----~ 20+00 21+00 NOTE: CONTRACTOR TO ADJUST STORM DRAIN RIMS TO RN/SHED GRADE. BEARING/DEL TA 44·51 •24• N 49"01'40" E 45·37•40• N 0·24'00• E 30·15•30• N 30"40'30" £ 5·71'27• CENTERLINE DATA RADIUS LENGTH REMARKS 200.00· 155.58' 102.31' 200.00' 159.74' 158.37' 200.00' 105.58' 125.71' 200.00· 21.61' 22+00 /SUBDIVISION BOUNDARY .,,,,.. .,,,,.. c., 38 It 23+00 35 5 It WATER DATA 2 3 4 5 6 7 BEARING/DELTA 44·51 '24" N 49•01 •40• E 48"37'35" N CT24'00" E 30•15•30• N 30"40'30" £ 5·11•27• RADIUS LENGTH REMARKS 211.00' , 1t55.19' B" PVC CL 150 102.32' 8" PVC CL 150 189.00' 160.40' 8" PVC CL 150 158.37' 8" PVC CL 150 211.00' 111.49' 8" PVC CL 150 125.71' 8" PVC CL 150 189.00' 20.42' 8" PVC CL 150 34 6 25+00 32 33 It ,,-------...,...,,,. 'ft:, ; --J '·,_,\ It 7 AMBER LANE PIANNING ENGINEERING SURVEYING 8 HUNSAKER & ASSOCIATES SAN DIEGO. INC. 10179 Hllemekens Street San Diego, Ca 92121 PH(85S)55a-4.500 · FX(8SB)s58-1414 ----f-- 26+00 27+00 31 It It 9 10 re. ' ---T-- -------- 28+00 40 DESCRIPTION: LOGAllON: 0 I BENCH MARK BRASS DISC IN WELL MONUMENT (S.D. GO. CON7'ROL PT. R1800-288+89 EC) ON EL CAMINO REAL, 2. 53 Ml. NL 'Y FROM lA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATION: 311.41 NGVD 1929 ---------... ' .... : . =·:::-- PROFILE SCALES HORIZ. : 7 "=40' VERT. : 1 "=8' 120 SCALE 1 •~ 40' ENGINEER OF WORK ~p/~4,/:, vj6(oy RAOND L MARTIN DATE R.C.E. NO. 48670 EXP, 6/30/04 REVIEWED BY: C'"Z-~ 4/Ja. INSPECTO > -.... llks/2z DATE sH4EET L.c_1_r_v....:::..:..:o=F=c--=A=R-'-'=Ls=B-A_o__J I sH~ETS I 1----+---+-------------------+---+--+--+---I ENGINEERING DEPARTMENT l----l---+--------------------+----+----+-----t------1 1----+---l------------------1----+---1----+-----I IMPROVEMENT ANO UTILITY PLANS FOR: 6/17(04-RU4 8 17/04 fiLf1 DATE INITIAL ENGINEER OF WOR 3 REJl(BE. Sl=WER 2. ~EV!$E. l>RtVEWAY lOCAT10/.{ REVISION DESCRIPTION '?, Z."/, DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL LA COSTA GREENS NEIGHBORHOOD 1.12 APPROVED CITY ENGINEE OWN BY: ____ _ CHKD BY: ~G~v-P __ _ RVWD BY: .Jt.J3, LLOYD B. HUBBS EX PROJECT NO. CT02-21 ,s;/~/4>7' 05 DATE DRAWl'~G NO. 406-4 R, \ 0 329\ & Eng\ IM prove Men ts\ 03 29i Q04 .d w g[ 212 4 JAp r-0 2-2 0 0 4 •l 5,4 1 W.0. /\i, 2352-71 __ :..- ~o~ :__Ji'._ --:::! - ::::-=! ___________ , -., -------,-------------,--- -_: I_ ------------:-i:- --+-- ---- ----__ ,_ .......... ::t -+-------------- ----------------__ ; -- .!... ·-!--- -------------------- ·. - ---------· ............ ·---·- ••. Jl'.l ---·-----··· ---, --- -·-,-----------· ------ ------' _.".::PVC·•;-,··· : . • i 03% ··--· -· ·-· •. t ..• ·---··· -------------------·--- ----·------···-·· -· ...___;__--'-~=--···-------·-----------<--· _ _I-- ----~---------··_··_·_···_··--+---~----------+- - ---,-----·,··· -----,---- -' I , ____ -,-.- ·'· ·······--. --1-------,-- - _ I.:. --·. ___ ,_ ---- ' ------·------,---- -'----- -~ ---' ' .-~------- --,---~ --------1··· 28+00 29+00 CENTERLINE DATA Q BEARING/DELTA RADIUS LENGTH REMARKS 1 29"50'43" 200.00' 104.18' 2 N 5'21 '40" W 254.62' 3 30·02'20· 200.00' 104.86' 4 N 35"24'00" W 215.77' 5 20·13'09• 200.00' 70.58' CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS 29'50'43" 183.00' 95.32' 6" TYPE G C&G 2 N 5'21 '40" W 254.62' 6" TYPE G C&G 3 30·02'20· 183.00' 95.94' 6" TYPE G C&G 4 N 35·24'00· w 129.59' 6" TYPE G C&G 5 17'56'19" 218.00' 68.25' 6" TYPE G C&G 6 21·24'79• 182.00' 67.99' 6" TYPE G C&G 7 N 34'12'40" W 50.08' 6" TYPE G C&G 8 N 35'24'00" W 161.93' 6" TYPE G C&G 9 30·02·20· 217.00' 113.77' 6" TYPE G C&G 10 N 5'21'40" W 254.62' 6" TYPE G C&G 7 I 29'50'43" 217.00' 113.04' 6" TYPE G C&G WATER DATA BEARING/DELTA RADIUS LENGTH REMARKS 11 29·50•43• 189.00' 98.45' 8" PVC CL 150 2 N 5'21 '40" W 254.62' 8" PVC CL 150 3 30·02·20· 189.00' 99.09' 8" PVC CL 150 4 N 35'24'00" W 193.81' 8" PVC CL 150 5 N 35'24'00" W 21.96' 8" PVC CL 150 6 20·13•09• 211.00' 74.46' 8" PVC CL 150 LWD SEWER DATA BEARING/DELTA RADIUS LENGTH REMARKS 7 14'19'.26" 200.00' 50.00' 8" PVC 2 N 5'21 '40" W 218.80' 8" PVC 3 11'48'15" 200.00' 41.20' 8" PVC 4 18'14'05" 200.00' 63.65' 8" PVC 5 N 35'24'00" W 186.35' 8" PVC 6 N 35'24'00" W 29.43' 8" PVC 7 20'13'09" 200.00' 70.58' 8" PVC STORM DRAIN DATA C) BEARING/DELTA RADIUS LENGTH REMARKS 1 N 64'06'38" E 6.25' 18" RCP 1350-0 2 N 64'06'38" E 26.25' 18" RCP 1350-0 3 10'06'.20" 190.00' 33.51' 18" RCP 1350-0 LEFT CURB RIGHT CURB LEFT CURB RIGHT CURB 100'°0' VC @ STA-:29+70.0@ . PVF&=•·357 75 . ······· ······l·--T--·· ·· ·····•····· lJ4a;.6"".·i=·· --" -------~-=~--~-~--~---·· ---------------------- , _-_----r -=--+---1------ ------r_--~--.. , ---•1 -··::c:: -·-·------_-1 __ ,_-r--·· ----=--===-=-l_----,-· -----'----= ---------, -1 ------, . -----'---·+--- --::::::::::::::::-1 ---------' ____ ,--- {5,48 ' . ·······:::-:~cc=::.._ _ _, _:._ ....;;...,:..;. ...:__ j__ , ____ T--C====cc-t-=tt=1 I ., i •• '· - · ----- ·············· i i.. .............. . .. ·······•········ .... ······· :~.:-:;:v-@-:.-·~&.ir i::::···t· -'.. =c-t-=±7i+:c .. :::: .. cc.:C.::Cj::::= ... ••• ~~i io.~k~wJtij: · .. ~ .. ~··••··•··=••······-,-c,····••=·•····•~·•····•t=1~c-c==~.~ ..... ~ ... -....... -'-+.t··· ................. ~+;!;i=7=· ===~~~· ... -·~············. ... : --------------------------------,--- ·-------. -----·-·---····-- -.-.. -... -. ~ ... -.. -'-_.·.··. ---------____ -----:::t: --------~---- 30+00 13 . ----· ----~ __ -------*-- - ---- ----. - - - -:\:::_ . ··-----------------------: 14 ----------1-- ~ ..., ,. -;. ~ ,., If AMlilER LANE 32+00 15 If. 33+00 34+00 -_--L_· --- . .... ····· ... i •··~'ffe.~pJ~:IJ:tdJJ~·@'~··~···•f··~~•· ·~1:?.•41!?.· ·+':z:·· 2: =~V ············· l·····~::.W=.·•···········-· ___ ""__ ·•cc.=--'--l-• ...__--'----___ ,---------i I ----------·- ~=cc=~~"-'~~ HOR!Z. : ---------,--- --,------+-, VERT. 35+00 MOTE • P0$ITION VALVE EJOX 0/JT our OF CROSS G'IJTTER 36+00 -- 40 0 40 80 120 SCALE !'= 40' ENGINEER OF WORK 1 "=40' 1 "=8' 18 y 1tJ/4Y RA · ND L. MARTIN DATE R •. E. NO. 48670 EXP. 6/30/04 BENCH MARK "AS BUILT" 17 DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC) 16 HUNSAKER & AS SOCIA TES SAN DIEGO, INC PLANNlNC 10179 Huemekens Street ENQNEERINC San [);ego, Ca 92121 SURVEYING PH(B58)558-4500 • FX(858)SS&-1414 LOCATION: ON EL CAMINO REAL, 2.63 Ml. NL 'y FROM LA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATION: 311.41 NGVO 1929 EXP. <,,/30/od REVIEWED BY: e 7 4/e INSPECTOR 2 ---~7 DATE 1---+---+-----------------+---+---l-----+----l I SH;ET I -c_1r_Y~o=F---'-------'---c=A=RL=s=s ....... A_o-" I SH~ETS I ENGINEERING DEPARTMENT DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IMPROVEMENT AND UTIL/Tf PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.12 APPROVED -LLOYD 8. HUBBS ~----"~ ~ ~ V ~L'2t CITY ENGINEER CE= ::::::--EX-12,Z3.1 {05 ---DATE OWN BY: ____ _ CHKD BY: GVP RVWD BY: ,) LR PROJECT NO. CT02-21 DRAWING NO. 406-4 R: ,o 329 \,&Eng\ I Mpr ave Men ts \03 2 9 ia O 5. D vi G[ 12 7 5 J Apr-l 8-2 004 •2 o, 5 4 W.O. No. 2352-71 l I I ' 1,'. : : I ': ' : i : I' 1 F""""''t".".· ............. 7 .. , ........... ~,--"";-;-----.-cc7.,--r ........ --.t, -""-"•-cc.-.... -. "T-="T---"""T=l=----=-==3,7. "T'"""::''3'=r77:-:7'.""'"". ....... T:7""TT"=----"'.J=7 -T ,'"";"""J"-::-:==-------r=---==="""":":=r"""T7:77-F---r-7r,r.c:--:~cr.Lt-:+:--io1.r.o;:;4;,,--r .. 1,.:::·--Jr:::•••:T'=-'=7'7:5'.==---T"J=T"-7:"+==r=:r;:s::x::::zrI5IIZEE"JI5Jl"S?"T=F[J_~-._-. _ _;-, __ 1_-5i"'.'i"'.'J""J:J___.':::_::J__:7~--_.... __ -_:?SFTJ]J]0""c_':::[J["'",-.... rf°Jii=~l~Z""5;."""T-~7;---=-=-+--+----+-~-~· 1--... -... e-.... --;icc.~:1 ·--~f.--···· i ·-~-·-- . --+-----+-----·· -.. _·. ! --··-~--+ "T• ..... : =---'-;.c'-'------+-~-'--"-~---------CCC UNL£s1Hgf/.jrfRWISE i, •••.. . ........ '.. : C r ·----ccc-.c ... <;. -•c-7"--=----+--=--c-+---:--=..-c-----:cc-=c,...,,....---;---.--..--:c=t---,,---~=.= .. = .... =. ·-c--70,ip-+-Q-F 34§--2 ·. , '====--,-,cc··=·-, .... -.... -... -.-=,-. -----,c-r, •.. ,___,_, · ' · , • •: . • r __ --+--+--+-------+--~-~ ---+-~~-· _· ··_•••·-~/ffF7'-~TJ;·······F.,_·. ~ 3#~ ~-• ; ••~•• PORTION OF ·•·•···•••••• , · ······ ·· · ·I ................ ····_· ·ic-·· ~----,. '--- 1 .. ~----_----_·'·-----+--+-+-~--~---+-----+--+------'-. .. I .. •·•t ::J• --+-~-----·~•-··,,z,,00,'!r.iJJ0_,,,-'-:-l'J'C<-~C/j'!,4,-"C:#j'f--a,2i;Za-j~·•-·•-··_··_···_··_···_··_··-,.• ---+--'------s----~- -1 ___ ---iPVfi-El=--:343.92--------:==-'--:j ' - I 1 ---- 1' •T ;4~f ----"---i-----:_···1··-••! ~tj§✓,·· I :j: ___ j ----------:-1::::.J ... ·-1----·-----------1-----1 ---,- - -1-------_______ ,_ --:_;:__:__:__:_:-_' -__ · _____________ ,_ :r: :..:c_:_ --: _________ C) - _-j-- -----------------~ - ; ·-·~----------~----r --. ' ' ___ , ______ , ______ _J_ r-__ . ____ , __ ---__ _ ----+-- ----'---+~~-~"----=--'--'-+---+--+--+---+-+- ---·-------------7--- --'--' ---___ , ____ , __ - . -----+~'·-------'----- -= .. :.:::::::: _____ : _____________ 2_ ___ ---1---:_: - - - -_:_ -- ··1?fJ: 0.0•· ,,v:0··$',. ,if.Ol 00~0.0 .. ·· .. ~-'--= • .......... PVl!EU= :2P,9.85.. . .... t;1C=.~12,00%. i G2L-5,0/J:I& . -----·----_______ ,,_,____ I -----------·-----··----·---·---i------7-- ····-·-·-----r_ l - --i ··-·-------1- ' ------------------ : ' - ---:::: f ........ _··----'--.-ti ---= r I -i ---r -----------i --1_::-- ·-' --<--- ----i--- ----··-·----l- _____ ,.. __ _ --+~-----+-------~· ·---===------+ , ______ ) __ I------------[:-___ -----i-----T :::::l ::::::::::::: ______ -_-_----!----_____ l __ --·-:r-- ···------·-----!--·· --------------...... ~ .......... ., .. =· ··= .... = .. ·=····~ .. 1:c.•• ::.l.--~_._ ........ •c• ----------[---------------j --······)·---,--------------: ... -,: -----,--- . ··-------------!· ~ ----•I·-·· ----,----+-- ------1---- · ............... · c , ~~..-_'llGtfi{-.i ___ I ,-::: I - ---'---·--1-- Q BEARING/DELTA I 48"29'41" 2 N 33'18'50" E 3 20·33•20· 4 N 12'45'30" E □ BEARING/DELTA I 48'29'41" 2 N 33'18'50" E 3 20·33•20· 4 N 12'45'30" E 5 208'11 '46" 6 N 40'57'16" E 7 28'11'46" 8 N 12'45'30" E 9 20·33•20· 10 N 33'18'50" E 11 48'29'41" BEARING/DELTA 48'29'41 • 2 N 33'18'50" E 3 20·33•20· 4 N 12·45•30• E Q BEARING/DELTA 21·29•09• 2 2700'37" 3 N 33'18'50" E 4 20·33•20· 5 N 12'45'30" E 6 N 29'25'32" E CENTERLINE DATA RADIUS LENGTH REMARKS 200.00' 169.28' 101.05' 200.00' 71.75' 225.75' CURB DATA RADIUS LENGTH REMARKS 218.00' 184.51' 6" TYPE G C&G 101.05' 6" TYPE G C&G 182.00' 65.29' 6" TYPE G C&G 225.75' 6" TYPE G C&G 38.00' 138.08' 6" TYPE G C&G 50.00' 6" TYPE G C&G 100.00· 49.21' 6" TYPE G C&G 116.48' 6" TYPE G C&G 218.00' 78.21' 6" TYPE G C&G 101.05' 6" TYPE G C&G 182.00' 154.04' 6" TYPE G C&G WATER DATA RADIUS LENGTH REMARKS 211.00' 178.59' 8" PVC CL 150 101.05' 8" PVC CL 150 1B9.00' 67.81' 8" PVC CL 150 225.75' 8" PVC CL 150 LWD SEWER DATA RADIUS LENGTH REMARKS 200.00' 75.00' 8" PVC 200.00' 94.28' 8" PVC 101.05' 8" PVC 200.00· 71.75' 8" PVC 118.60' 8" PVC 106.90' 8" PVC STORM DRAIN DATA C) BEARING/DELTA I 48'29'41 • 2 N 33'18'50" E 3 N 33.18'50" E 4 20·00'35• 5 N 12•45•30• E 6 N 30-28'38" E 7 N 66'50'37" W RADIUS LENGTH REMARKS 190.00' 160.81' 18" RCP 1350-D 28.72' 18" RCP 1350-D 70.33' 18" RCP 1350-D 210.00' 73.34' 18" RCP 1350-D 116.60' 18" RCP 1350-D 134.15' 18" RCP 1350-D* 111.60' 18" RCP 1350-D*~ * SEE PROFILE FOR EXTENT OF WATERTIGHT JOINTS ~ PRIVATE -HOA MAINTAINED ------------- · --' ·,--, --------------::r 35+00 36+00 - 19 NOTES: STORM WATER QUAUTY OBJECTIVE FOR THIS PROJECT ARE MET BY OFFS/TE VORTECHNICS UNIT ON P.A. 1. 10, TANZANITE DR., LOT 65 CONSTRUCTEO PER DWG. NO. 397-2 --·--------, ____ ··· ----1-----f-- 37+00 38+00 39+00 ..... C, -"' + "' ..., IP. ll!. 20 ·----·----- 26 8 ll!. -C, -I -- s ,., -+ \"!l 21 IP. AMBER LANE i■• HUNSAKER & ASSOCIATES °"'"""""'""-M~,s-:c,;»~,,s ~> SAN DIEGO, fNC PLANNING 101t'J Huennekens Street ENONEERING San Diego, Ca 92121 SURVEYING PH(358)558-4500· FX(858)556-1414 ----t-'---==~+~~==a:w . .. . .. . , .. ·'·· ·•· TOP.OF ----·-::: 1 PROFILE SCALES 40+00 25 -· . ,...--. ···-<-- '· "--/¢'{~HT Cl)Ri:J • ,~ •. 7.-._.·-•-·•-i-•-••-•-••+•- 1-•-•••=:=•··---t---=-t-----t-~ r ===~7 : 1 •••••.. 1 ---=-r1·• ;]•~.•:ta::i~~~!RUri~;•i;vnNG$. 41+00 \ \ \ SUEJIJMS/ON BOUNDARY 20+00.00 SD, PRIVATE TYPE: F CATCH l!MSIN NOTE: LETTEFI OF PERMISSION TO GRADE FROM SDG&E DATED D£C£M8£R 18, 2003. +,/,.,'"el-iM.,<¥~25"-u~g,,';i~: ;).O' SfWER l:-AS~ll.\1:-IVT TO LWD LUM ------::,,-.f'lfR DDL IVO ;i..004-014-85'58 40 80 120 I l SCALE 1 •~ 40' HORIZ. : 1 "=40' VERT. : 1"=8' -~~ -, ·:·~:. ~.,.-· ...... ;·" . ~ REC. O.l../aS/o+ ·••' . - DESCRIPTION: LOCATION: s 22 ~ (j ~ STORM DW<IN EASEMENT PER FINAL MAP "-i '.j! J'4'. CIVIL ENGINEER Of WORK RA ONO L MARTIN DATE R.C.E. NO. 48670 EXP. 6/30/04 "AS EXP. &130/08 ~ I rfoFcAU'< /l!. RE;: BY-: 4 _1,.. 4 I ~-~ --llk.s/4? R;:d.Ji.0~ PLUG ,ii: , INSPECToii.7<". --. 4 • DATE CONNECT TO EXIST SEWER .-------.-----------------,-----,---.-----,,--...,..---...a.:.:_!:-_::-~~_"".!:"_::-_::-_::-_::-_-_::-_::-_::-_::-_::-_::-_::-_::-_::-_::-_::-_-_::-_::-_::-_,:'"-"''----1 PER DWG NO 397-2 l------+---+--------------+---1---t----t-------i I sH6EET I .c_ir_v __ o_r __ c_A_R_L_s_s_A_D~ I sH~ETs I BENCH MARK BRASS DISC IN WELL MONUMENT (S.D. CO. CONTFIOL PT. R1800-288+89 EC) ON EL CAMINO REAL, 2. 63 Ml. NL 'y FROM LA COSTA AVENUE _ ENGINEERING DEPARTMENT IMPROVEMENT ANO UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.12 APPROVED ,co;< LLOYD B. HUBBS A,-;;~~~ -f//, 1..,1,1 CITY ENGINEE!l E? EC2Z31/o'"' DATE RECORD FROM: NORTH COUNTY CONTROL DATA II o;i,/07 RL ':4.S-Bll!LT " DWN BY: -~=---- CHKD BY: GVP PROJECT NO. CT02-21 DRAWING NO. EL£VA710N: 311.41 NGVD 1929 DATE REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL RVWD BY: JLfS 406-4 R,\0329\&Eng \!MproveMents\0329iQ06.D\./G[ i 275]Apr-19-20041!11l 9 W.0. No. 2352-71 r1·' . i 0 BEARING/DELTA 1 N 89.16'09" W 2 98'33'16" 3 N 7'49'25" W 4 17'27'55" 5 N 9•38'30" E 6 34·57'30• 7 N 44'36'00" E □ BEARING/DELTA N 89"15'19• W 2 98'34'06" 3 N 7'49'25" W 4 17'27'55" 5 N 9•38'30" E 6 35•09'59• 7 77'55'39" 8 105•37'22· 9 29•20'08" 10 N 9•38'30" E 1 7 17'27'55" 12 N 7'49'25" W 13 23"33'23" 14 146"49'47' 15 24"42'18" 16 N 89.15'19" W BEARING/DELTA 1 N a9•15'79• W 2 N 0-44'41" E 3 N 25•55•35• E 4 N 7'49'25" W 5 17'27'55" 6 N 9·33'30• E 7 34·57'30• B N 44•35'00• E 9 N 54•35'00• E 0 BEARING/DELTA 7 N 7'49'25" W 2 17'27'55" 3 N 9·33•30• E 4 N 9·33•30• E 5 34·57•30• 6 N 44·35•00• E ,---1 7 ,-- !---j --r·-···.-·-. ·- CENTERLINE DATA RADIUS LENGTH REMARKS 45.34' 50.00' 86.00' 109.44' 200.00' 60.97' 196.95' 200.00· 122.03' 41.15' CURB DATA RADIUS LENGTH REMARKS 45.18' 6" TYPE G C&G 33.00' 56.77' 6" TYPE G C&G 108.44' 6" TYPE G C&G 217.00' 66.15' 6" TYPE G C&G 196.95' 6" TYPE G C&G 217.00' 133.19' 6" TYPE G C&G 30.00' 40.80' 6" TYPE G C&G 30.00' 55.30' 6" TYPE G C&G 183.00' 93.70' 6" TYPE G C&G 196.95' 6" TYPE G C&G 183.00' 55.78' 6" TYPE G C&G 86.74' 6" TYPE G C&G 63.00' 25.90' 6" TYPE G C&G 57.00' 146.07' 6" TYPE G C&G 63.00' 27.16' 6" TYPE G C&G 18.71' 6" TYPE G C&G WATER DATA RADIUS LENGTH REMARKS 22.04' 10• CML&C • 38.75' 8" CML&C • 87.2.J' a• PVC CL 150 126.21' 8" PVC CL 150 211.00' 64.32' 8" PVC CL 150 196.95' 8" PVC CL 150 211.00' 128.74' 8" PVC CL 150 21.77' 8" PVC CL 150 10.00' 8" PVC CL 150 • WELDED STEEL PIPE, 10 GAGE. WELD ALL JOINTS. LWD SEWER DATA RADIUS LENGTH REMARKS 109.98' 8" PVC 200.00' 60.97' 8" PVC 92.97' 8" PVC 103.98' 8" PVC 200.00' 122.03' 8" PVC 41.15' 8" PVC NOTE: CONTRACTOR TO VERIFY LOCATION OF NEAREST JOINT AND DETERMINE LENGTH OF STEEL PIPE BEFORE FABRICATION. 7_55'LT TS 40 ~ (\ ~ ~ II~ ~ it ~ ~ ~"' ~ <O "' 0, -... "' ::s ... i:'j C "' ... "' "' "' -0 :g ~~ ..-; 1 gj ~~ 0 0:, r-+ ++ + + + C: -..,--.., -"') -J ~ .-c "' -"' "' -"' -(j" "' C: -+- re. .., 30 -If 0 39 ... -0 -I _,,_ -1 C "1 :ti i_, -e5 0) Cl. ~ $1 ~ 10 .., - s " '>--~ '-I :;: .<::, "° C ~ ... 0 ' J I<) ~ "' "' + -.., "' " " ... y' "' -0 --\J + + -+-~d "' "' i?l 1:l -- ~ ~ & -+-+ .., .., -- 28 fl 27 29 ZODIAC STREET HUNSAKtR & ASSOCIATES SAN DIEGO, INC. PLANNING 10179 Huenru!!kens Street ENClNEERING San Diego, Ca 92121 SURVEYlNG PH(858)55s-4500· FX(858)558-1414 BENCH MARK DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R/800-288+89 EC) LOCA T/ON: ON EL CAMINO REAL, 2. 63 Ml. NL 'Y FROM £A cosr,,,, AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVA770N: 311.41 NGVD 1929 17+00 ~ ~ g,! + "' - RI & ADD DOUBLE _:::::,."<'~;:-),~-( STREET NAME SIGN PER CALTRANS STANDARDS 17+ 1.38 PCR 12 • WHITE UMIT LINE & "STOP" PAVEMENT MARKING PER CALTRANS STANDARDS 40 ~ ~ ff HORIZ. : 1 "=40' ' .. 1N.Dl··'.eUV.•·, ................ ·. VERT. : 1 "=8' ---- - t -···i· ...• ---- 0 40 80 120 l ____ \-------~I SCALE 1•~ 40' ENGINEER OF WORK MONO L. MARTIN DATE R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" ~✓~-Rc+8w70 EXP. Co (30/oe i#n ATE REVIEWED BY: INSPECTOR 1------+--+--------------+---+---+--+--~I sH7En l,c_1_r_Y-==O=F=~c~A~R=L=S=B~A_D~lsH~Tsl _ ENGINEERING DEPARTMENT 1//0. '117 RLM ''AS-Bllll.T " DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL 1c-f-o DATE CITY APPROVAL IMPROVEME:NT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.12 APPROVED ,A,;C LLOYD B. HUBBS AG--:;~~~ £/~/4:>1/ CITY ENGINE~ 23889 u/31,/!Vi DATE DWN BY: ____ _ CHKD BY: GVP RVWD BY: II.fl . PROJECT NO. CT02-21 DRAWING NO. 406-4 R \0329\iEng\IMproveMents\0329iQ07 dwg[ 1275]Apr-16-2004·09,44 W.O. No. 2.352-71 11-10030 6254323.6 1983781 .0 346.00 8 PVC 6.79% Amber Lane 11-10020 6254372.9 1984121.3 263.38 8 PVC 10.98% Amber Lane Amber Lane 11-10010 6254541.7 1984323.1 277 .13 8 PVC 4.61 % Amber Lane Amber Lane 11-1001 11-10000 6254423.8 1984554.1 344.01 8 PVC 12 .40% Amber Lane Amber Lane LAST DOWNSTREAM MANHOLE 4 COORDINATES ARE: 6254133.6, 1984713.6 11-10070 TO 11-10080 6254243.6 2.03% Amber Lane Amber Lane 11-10080 TO 11-10090 6254379.6 171. 00 8 PVC 2.05% Amber Lane Amber Lane 1-10090 TO 11-10100 6254432.4 1982839.5 191.33 8 PVC 9.64% Amber Lane Amber Lane 1-10100 TO 11-10110 6254345.2 1982667.1 186.35 8 PVC 11 .03% Amber Lane Amber Lane 11-10110 TO EXISTING 6254291 .1 1982485.8 104.90 8 PVC 6.03% Amber Lane Amber Lane LAST DOWNSTREAM MANHOLE 4 COORDINATES ARE: 6254236.4, 1982388.8 LAST DOWNSTREAM MANHOL£4 COORDINATES ARE: 6254379.6, 1983001.J SEWER LATERAL TABLE STREET STREET LATERAL DEPTH LENGTH DROP LAT. STATION INVERT STATION ELEV. BEWW OF TO SLOPE LOT NO. OF OF AT PL LATERAL MAIN % LATERAL AT MAIN LATERAL PL FS TO IE AT MAIN IE AT PL IE (1) (4) (2) (3) 1 14+38.19 245.26 14+38.65 248.29 5.86 31.53 2.40 2.00% 2 15+29.88 256.58 15+29.88 259.40 5.86 30.41 2.21 2.00% J 16+40.86 270.33 16+40.86 272.74 5.86 30.00 1.81 2.00% 4 18+32.21 287.66 18+32.21 291.07 5.86 Jo_oo 2.81 2.00% 5 22+35.00 JIB.OJ 22+35.00 321.73 5.86 30.00 3.10 2.00% 6 23+28.92 324.88 23+28.92 328.34 5.86 30.00 2.86 2.00% 7 24+21.98 331.20 24+21.98 335.78 5.86 30.00 3.98 2.00% 8 25+38.38 339.10 25+38.38 344.40 5.86 30.00 4.70 2.00% 9 26+78.39 344.90 26+78.39 349.20 5.86 30.00 3.70 2.00% 10 27+72.JO 346.81 27+72.30 350.14 5.86 30.00 2.73 2.00% 11 28+45.00 348.28 28+45.00 350.87 5.86 30.00 1.99 2.00% 12 29+45.00 349.05 29+45.00 351.71 5.86 30.00 2.06 2.00% 13 30+13.68 346.77 30+13.68 350.36 5.86 30.00 2.99 2.00% 14 31+04.73 343.75 31+04.73 346.73 5.86 30.00 2.38 2.00% 15 31+93.93 340.79 31+93.93 343.21 5.86 30.00 1.82 2.00% 16 32+65.06 339.17 32+65.06 341.97 5.86 30.00 2.20 2.00% 17 33+42.63 337.59 33+42.63 341.19 5.86 30.00 3.00 2.00% 18 34+36.03 335.69 34+36.03 340.24 5.86 29.51 3.96 2.00% 19 35+57.95 333.08 35+57.95 339.74 5.86 28.00 6.12 2.00% 20 37+68.83 317.88 37+68.83 321.58 5.86 28.00 3.14 2.00% 21 38+77.96 306.77 38+77.96 308.48 5.86 28.00 1.17 2.00% 22 39+92.81 294.10 39+92.81 296.12 5.86 28.00 1.46 2.00% 23 40+69.13 288.59 20+60.65 CDS 290.34 7.23 27.75 1.20 2.00% 24 40+73.92 288.29 40+74.78 290.11 5.86 47.06 1.20 2.00% 25 39+72.81 295.93 39+72.81 297.92 5.86 28.00 1.43 2.00% 26 38+34.86 311.53 38+34.86 313.66 5.86 28.00 1.57 2.00% 27 16+24.85 349.23 16+24.85 354.14 5.86 30.00 4.31 2.00% 28 15+17.94 358.00 15+17.94 366.71 5.86 30.00 8.11 2.00% 29 13+98.02 370.21 13+98.02 381.30 5.36 30.00 10.49 2.00% 30 13+21.88 377.91 21+84.03 KNU 379.74 6.26 31.44 1.20 2.00% 31 27+02.28 345.39 27+02.28 349.44 5.86 30.00 3.45 2.00% 32 25+92.98 342.81 25+92.98 347.39 5.86 30.00 3.98 2.00% 33 25+15.05 337.52 25+15.05 342.77 5.86 30.00 4.65 2.00% 34 24+ 16.98 330.86 24+16.98 335.38 5.86 30.00 3.92 2.00% 35 23+16.59 324.05 23+16.59 327.35 5.86 30.00 2.70 2.00% 36 14+22.93 243.38 14+23.28 246.41 5.86 28.31 2.46 2.00% 353.64 328.46 307.04 285.36 341 .66 321 .41 300.45 CL 328.46 319.66 307.04 31 9 .46 290.53 285.36 290.33 277.55 245.00 277.35 234.70 345.75 340.45 335 .45 341 .66 335.25 331.75 321 .41 331 .55 313.11 300.45 312.91 292.35 294 .12 292.15 285.70 (4) LENGTH OF LATERAL 1 0 .49 9.00 16. 71 8.01 8.20 1 0 .50 1 0 .11 8.50 8.30 9.00 16 .71 STD 8.01 STD STD 10.50 STD STD 10.50 STD 1 0. 11 STD STD 8.50 STD STD 8.30 STD STD 8.62 STD STD PL TC (1) DEPTH BELOW PL DROP TO MAIN (2) TYPICAL LATERAL F!EVATION NTS NOTES: CONTRACTOR SHALL CONSTRUCT LATERALS WITH PRESCRIBED SLOPE AND DROP TO MAIN. 2 3 3 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 ABBREVIATIONS: ID -IDENTIFICATION UPS -UPSTREAM OWN -DOWNSTREAM DIA -DIAMETER IN -INCHES MH -MANHOLE EL -ELEVATION ANG -ANGLE STD -STANDARD DE -DEAD END DRP -DROP SMT -SUMMIT HUNSAKER & ASSOCIATES SAN DIECO, INC PlANNING 10179 Huennek-ens Street ENGINEERING San Diego, Ca 92121 SUltVEYING PH(853)558-4500· FX(B58)5511-1414 ///1).2/(}7 J:>✓ <A DATt INITIAL ENGINEER OF WORf -, . ENGINEER OF WORK 2 /~/7 k J//t"e,/4tt . ~ONO L. MARTIN DATE ~ ~"\l.llfESS!~~ . NO. 48670 EXP. 6/30/04 ~ ~l'llil ~ ~ "AS BUILT" @;,i-~~ <Ji "1'-"' lit NO. C-48670 S:l ~£4,.L~ ,~/47 Exp. 06-30-08 <&: CMt ~~ DATi"c RCE <f8 Ii, 70 EXP. 6:, /.30/ 08 '41f OF CALl~ll'll REVIEWED BY: ~J p',_ ,/7 u!t.s,la? INSPECTOR / -, DATE I S~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT IMPROVEMENT ANO UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.12 APPROVED r<Sv( LLOYD B. HUBBS A ::;; ~ &:? ~~ S?'~L.,e~ CITY ENGINEER.?Rci: ?1~Exe 12,Z11,L'05'--DATE /4\ ''AS-/3U/t.T " OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: GVP CT 02-21 406-4 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ,JL~ ' R, \ 032 9 \ & Eng\ I Mpr o v eM en ts\ 03291 a O 8'. olwg [ 1275 JAp r-16 -20 0 4,09 ,5 3 W.O. No. 2352-71