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HomeMy WebLinkAboutDWG 427-6B; CT 04-15; LA COSTA GREENS NEIGHBORHOOD 1.07; 01-09GENERAL 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 CONDJT/ONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE [NG/NEER IN RE:SPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMA NCE 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 ADDJT/ONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF f1.ooo,ooo.oo FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BffiER AND A SIZE CATEGORY OF CLASS V OR BITTER 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 Tr/£ CITY ENGINEER, NOTED WITHIN Tr/£ 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, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PR£CONSTRUCTION MITT/NG SHA/ I RF HF/ D AT THF SITF PRIOR W TH£ BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTJON MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON TH[ DAY BF[ORF TH[ INSPECTION IS Nfm[D 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 STANDARDS fSTAR! /SHW BY THF CONSTRI IGTIGN SAEfIY ORDER$ I/Tl F B CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCT/ON, OP[RATIONS WI/ I GEASF IMMW/AW Y AND THE PERM/TT££ WILL NOTIFY THE 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 OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS JS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE; OR ADJACENT STRffJS AS A RESULT OF TH[ 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 CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCT/ON TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT JS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-413.3 SDG&E (800)660-7.34.3 PACIFIC BELL (800)892-012.3 ADELPHIA COMMUNICATIONS (760)438-7741 COX COMMUNICATIONS (760)806-9809 CITY OF CARLSBAD (STREETS & STORM DRAIN) (760)4.34-2980 CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) (760)438-2722 HUNSAKER & ASSOCIATES S A N DIEGO, I N C. PLANNING 10179 Hueonekens Street ENGINEERING San Diego, Ca 921:.11 SURVEYING PH(858)558·4500· FX(858)558--1414 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 8£ SUBMITTED TO THE ENGINEER/NG INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2/ CITY WORK I NG DAYS BEFORE THE WORK BEGINS. 2. STREET L I GHTS SHALL BE I NSTAL LED AS SHOWl'I ON THESE PLANS.UNDERGROUND CONDU I T RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UT I LI Tl ES AND LATERALS SHALL BE INSTALLED PR I OR TO CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF I, 350. 5. 6. 7, B. 9. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROV/DfD DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "C " AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE . WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL 8£ PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. STREET TREES SHALL BE I NSTALLED PER SECTION I V D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M/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 (2/ SETS OF SURVEY (CUTI SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 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. 2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCT I ON OF THIS PROJECT. INCLUDING SAFETY OF ALL PERS ONS AND PROPERTY . THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 8£ 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 RESPONS I BL£ TO INSURE THAT ALL SLOPES, STREETS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF Tf/ERE I S ANY QUEST/ ON REGARD I NG THESE PLANS OR FI ELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE 00 I NG ANY WORK BY CALLING THE ENGINEER OF WORK AT (B58/ 55B-4500 . 4. 5. THE CONTRACTOR SHALL VERIFY ALL STAKES FOR ACCURACY AGAINST APPROVED PLANS, PRIOR TO TRENCHING OR FORMING AND SHALL BEAR Ti/£ COST OF ALL REWORK THAT RESULTS FROM PROCEEDING USING INCORRECT STAKES THAT ARE NOT VALIDATED BY THE CONTRACTOR PRIOR TO COMt1ENCING CONSTRUCTION. THE CONTRACTOR SHALL ALSO TAKE THE N[CE~5ARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPER TY FROM ANY EROSION AND SI LTATION THAT MIGHT RESULT FROM HIS OPERA TIONS BY APPROPRIATE MEANS (GRAVEL BAGS, HAY BALES, TEMPORARY DES/LT/NG BASINS, DIKES, SHORING, ETC./ UNTIL SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE 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 NQ OTHER EXISTING UTILITIES EXCEPT AS SHOWI'/ ON THESE PLANS. BEFORE EXCAVATING FOR II . STREET LIGHTS PROPOSED BY THIS PLAN ARE PRIVATE. THE PRIVATE STREET LIGHTS THIS CONTRACT, Tl-/£ CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECT I NG THE WORK, WHETHER SHOWl'I ON THE PLANS OR NOT. ARE OWNED AND OPERATED BY THE HOA. PR I VATE MAINTENANCE RESPONSIBILITY IS COVERED BY AN ENCROACHMENT PERMI T PR 05-50. "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 Tf/AT THE DESIGN JS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CI TY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBIL I TIES FOR PROJECT DESI GN. FIRM, HUNSAKER a ASSOCIATES ADDRESS, 10179 Hl!FNN[K[NS AVE CITY, ST. SAN O!FGO CA TELEPHONE,_ul8,.5taB.L/-"5.1..5u,8ec-,..45o.i011.Qc__ ______ _ BY, :2.,.., _/~~!Jdk· RAYMOND L. MARTIN P.E. NO., RC£ 4B670 EXPIRATION DA TE, ~6=1~3=0l~b~• ,~. _______ _ SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL TOPOGRAPH I C SURVEY BY SAN LO AER IAL SURVEYS I 1-30-97 I TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. REFERENCE DRAWINGS CITY OF CARLSBAD DRAWING 397-2, 397-2H, 397-21, 427-6 8 427-7 OWNERS / PERMITTEES REAL ESTATE COLLATERAL MANAGEMENT COMPANY, A DELAWARE CORPORATION 1903 WRIGHT PLACE SUI TE 180 CARLSBAD, CA 92008 /760/ 929-2701 LEGAL DESCRIPTION LA COSTA VI LLAGE -THE GREENS NE I GHBORHOODS 1.04 8 1.07 {CT 99-03/ BEING A SUBDIVISION OF LOTS 7 AND 46 OF THE CITY OF CARLSBAD TRACT CT 99-03, VILLAGES OF LA COSTA -LA COSTA GREENS IN THE CITY OF CARLSBAD, COUNTY OF SAN ·D/EGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 14543 FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 12, 2003. PROJECT LOCATION THIS PROJECT JS LOCATED WITHIN ASSESSORS PARCEL NUMBER/SJ 2I3-JJ0-06 a 2 I 3-JJ0-13 THE CALIFORN IA COORDINATE INDEX OF THIS PROJECT IS N 1985 E 6252 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY JS THE CALIFORNIA COORDINATE SYTEM -/983, ZONE VI, 1991 .35 EPOCH, NORTH AMERICAN DATUM OF 1983 (NAD83/, GRID BEARING BETWEEN STATION CLSB-153 AND STATION CLSB -070 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY MAP NO. 1727 1, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002. IE, N 36'47' 12" W SHEET INDEX NOTES AND LEGEND SHEET I SHEET 2 SHEET 3-9 SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING. CONTRACTOR Sf/ALL NOTIFY THE ENGINEER OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING 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 EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR REPLACE I TEMS REQUIRED TO REMAIN IN PLACE WHI CH ARE DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION OF THE APPROPRIATE AGENCY. 8. WHERE TRENCHES ARE ADJACENT TO FUTURE 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. 9. THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRED BY THE APPROVING AUTHOR ITY IN ORDER TO OBTA I N 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. -'11 ,, 0 c;, -Q 0 0 t'-~ "7 \ \ '..."" '-. = :L4£~ a,>, COSTA CITY OF ENCINITAS VICINITY MAP NTS <7~ ,L_ \ ~ ( _,, f"'1Nr,: ~ ENGINEER'S NOTES (CONT.) 10. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR. I I. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 4B HOURS PRIOR TO BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE [NG/NEER OF WORK WITH A LETTER OF CERTIF I CATION STATING THA T 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. 12. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONSJTE 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 8£ CERTIF IED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLET I ON OF THE PROJECT, AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. 13. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. DfTA/LfD PLANS, A SEPARATE PERMIT AND INSPfCT/ON IS REQUIRED FROM THE BUILDING DEPARTMfNT FDR ALL RETAINING WALLS. 14. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCTION SHALL CONFORM WITH ANO BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN Tl-/£ REPORT. 15. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TEES IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD. 16. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STREET LIGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM. 17. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCULATED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE CALCULATED HGL CAN 8£ FOUND IN THE APPROVED STORM DRAINAGE REPORT ON FI LE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER JS NOT RESPONSIBLE FOR USE OF THE HGL SHOM'/ HEREON, BY OTHERS, WHEN /MK /NG ADDITIONAL CONNECTIONS OR REALIGNING THE SYS TEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. ENGINEER'S STORM DRAIN NOTES /. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCULATED HGL DURING THE DESIGN STORM , AS REQUIRED BY THE CITY. THE CAL CULATED HGL CAN BE FOUND IN THE APPROVED STORM DRA INAGE REPORT ON FILE AT THE OFFICE OF THE CITY ENGINEER . ENGINEER IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAKING ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REV/ S IONS. 2. STORM DRAIN PIPES DESIGNATED 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/ COUPLING OR EQUAL FOR THE ENTIRE REACH. COUPLING SHALL MEET THE REQU IREMENTS OF ASTM C76, C36/, AND C443 . 3. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND SHALL HAVE A MINIMUM COVER OF 1-112 INCH OVfR THE INVERT REINFORCING STEEL. THE CONCRETE DES I GN STRENGTH IN THESE REACHES SHALL BE I c , 5, 000 PS I . FOR VELOCITIES EXCEEDING 30 FEET PER SECOND, USE Jc , 6,000 PSI. WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. 2. 3, 4. 5. 6, 7. B. 9, 10. CARLSBAD MUNICIPAL CODE. CITY OF CARLSBAD STANDARDS. THIS SET OF PLANS. IN ACCORDANCE WITH CITY OF CARLSBAD RESOLUTION NUMBERS 58.37, 58.38 AND 5839 DATED FEBRUARY 16, 2005. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC. SOILS AND TESTING, INC. DATED, MARCfl 2000. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. FINAL PROGRAM £JR 98-07. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF WATER AND SEWER SYSTEMS. STORMWATER MANAGEMENT PLAN FOR CT 04-15 PREPARED BY HUNSAKER & ASSOCIATES DATED JANUARY 20, 2005. ~'---'' ~-< ~- v-' ----__,,i,,-;,...-, ---::::--;;:;;,~ ----CARLSBAD MUNICIPAL WATER DISTRICT /4&...-~=4-J4',-;'~ ROBERT J. WOJC!k' D/STR/0F-ENG/NffR R.C.f. 33698 EXP. DATE 6/30/06 LEGEND DESCRIPTION SUBDIVISION BOUNDARY RIGHT OF WAY LINE PROPERTY LINE EASEMENT LINE SAWCUT DUSTING PAVEMENT STREET CENTERLINE MONUMENT A.G. PAVING/BASE REMOVE AC BERM 6" TYPE G CURB & GUTTER 8" MEDIAN CURB PEDESTRIAN RAMP TYPE ';\" MODIFIED CROSS GUTTER CONCRETE SIDEWALK REMOVE EXISTING SIDEWALK PROPOSED SIDEWALK UNDERDRAIN (SEE DETAIL SHEET 2) PRIVATE STREET LIGHT 9,500 LUM (HPSV) (MFCTR. AMERON, MODEL 5B1-24(201)) EXISTING STORM DRAIN 18" PROPOSED RCP STORM DRAIN 24" PROPOSED RCP STORM DRAIN JO" PROPOSED RCP STORM DRAIN 36" PROPOSED RCP STORM DRAIN 42" PROPOSED RCP STORM DRAIN 48" PROPOSED RCP STORM DRAIN PROPOSED CURB INLET TYPE "B-2" PROPOSED CURB INLET TYPE "B-1 " PROPOSED CURB INLET TYPE "B-2" PROPOSED CLEANOUT TYPE "B-5" PROPOSED CATCH BASIN TYPE "F" CONCRETE CUTOFF WALL .36" CMP RISER 48" CMP RISER BRICK AND MORTAR PLUG STD. DWG. **M-10 **G-2 **GS-18 ***G-27 *GS-10 ***D-27 **D-10 **D-7 S-10 PROPOSED SEWER MAIN (SDR-35) PROPOSED SEWER ACCESSHOLE *S-5, *"'S-11, **S-12 PROPOSED SEWER ACCESSHOLE (PVC-LINED) SEWER END PLUG EXISTING SEWER EXISTING WATER LINE PROPOSED WATER MAIN 8" PVC (CL-150) PROPOSED RECYCLED WATER 8" PVC (CL-200) PROPOSED B" GATE VALVE FIRE HYDRANT ASSEMBLY WITH MARKER END CAP ASSEMBLY 2" BLOW OFF ASSEMBLY 2" MANUAL AIR RELEASE ASSEMBLY THRUST BLOCK 4" SEWER LATERAL W/TRAFFIC LID 1 " WATER SERVICE *S-1, *S-4 *S-1A *W-16 *W-12 *W-6 *W-6 2" IRRIGATION SERVICE W/ BACKFLOW PREVENTER 12" WHITE LIMIT LINE, "STOP" PAVEMENT *S-7 *W-3 *W-4 LEGEND (THERMOPLASTIC) STREET SIGN (TYPE PER PLAN) DOUBLE STREET NAME SIGN (DSN) WITH R 1 -1 SIGN BARRICADE CDS UNIT SDM-102 SDM-102 M-9 CARLSBAD FIRE DEPARTMENT REQUIREMENTS: NUMBfR Of F.H. 'S_L F.FLOW 1500 G.P.M. OUT OF_I F.H. 's BL9f, SPRINKLED? YES~ NO___!__ F.FLOW __ G.P.M. L. ·-1._,/4_ 1J,;,/,i,:; 1 ARE f1R5H'1L l I 'DATE SYMBOL --------- o---{l ~-- ~----+-==--== O= O= --s-------- -s-0-- -s-O-- -s---------1 ---w-- --RW-- ~ FH -----:l _BO. _MAR 11- 'f,f ----------;S )TOf r + -----■ 0 ENGINEER OF WORK R.C.E. NO. 48670 EXP. 6/30/06 249 L.F. 10 £.A. 63,840 S.F. 240 L.F. J,7.34 L.F. 220 L.F. 10 £.A 1,105 S.F. 16,734 S.F. 2,156 S.F. 18 E.A. 8 £.A. 1393 L.F. 213 L.F. 282 L.F. 1393 L.F. 251 L.F. 7 L.F. 2 £.A. 5 £.A. 2 £.A. 18 £.A. 7 £.A. 2 £.A. 1 £.A. 1 £.A. 2 E.A. 1,979 L.F. .3 E.A. 7 E.A. 4 £.A. 1,924 L.F. 1,561 L.F. :, i· 15 £.A. 5 £.A. 7 £.A. 9 £.A. 1 J £.A. 15 £.A. 1B £.A. 18 £.A. 5 E.A. 5 £.A. 8 [.A. 3 £.A. 4 E.A. 2 £.A, DATE oe, h.z:> !co I i DATE REVIEWED BY: ./!~4-"-- INSPECTOfl DATE KEY MAP ANO SECTIONS IMPROVEMENTS LEGEND OF ABBREVIATIONS BC ave BW CB cc CDS CL CTB DWY EC £OP EVC FL FS GB BEGIN CURVE HP KNU LT HIGH POINT KNUCKLE STATIONING LEFT \~~~; FIRE HYDRANT LAYOUT PLAN SCALE 1 "=400' 1---e-------+-----------+---+---+--t-"----"'··------1 ~1 _c_,_rY_o_F_c_A_R_L_s_s_A_D~ I sH~ETS I l__2__J _ ENGINEE RING DEPARTMENT BEGIN VERTICAL CURVE BOTTOM OF WALL CURB CENTER OF CUL -DE -SAC CUL -DE-SAC STATIONING CENTERLINE CEMENT TREATED BASE DRIVEWAY END CURVE EDGE OF PAVEMENT END VERTICAL CURVE FLOW LINE FINISHED SURFACE GRADE BREAK LP MVC N. T.S. PCR PRC RCP RP RT SD ST. TC TW VP/ LOW POINT MODIFIED VERTICAL CURVE NOT TO SCALE POINT CURB RETVRN POINT OF REVERSE CURVE REINFORCED CONCRETE PIPE RADIUS POINT RIGHT STORM DRAIN STREET TOP OF CURB TOP OF WALL VERTICAL POINT OF INTERSECT/ON BENCH MARK DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R/800-288+89 EC) LOCATION: ON EL CAMINO REAL, 2.63 Ml. NLY FROM IA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATION: 311.41 NGVD 1929 IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIGALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT AT.· TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT AND UTILITY PLA NS FOR: LA COSTA GREENS NEIGHBORHOOD 1.07 BACKBONE APPROVED &r LLOYD 8. HUBBS d.,. 6 . " -,c O )/ ,,:..---.....-,.:,.. :-4 /~ /,, / 0 5 CITY ENGINEE~RCE 2,3009 EXP /? /31 /().'j/ ' DATE OWN BY: ___ _ CHKD BY: C-J\JP RVWD BY: PROJECT NO. CT04-15 ' ' I DRAWING NO. 427-6B y,- ...... ! °" trJ SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING. 2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT, TH£ CALTRANS STANDARD SPECIFICATIONS (2002 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 STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. 6. ALL SIGNAGE SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS AND SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCT/ON PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR, 8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BE THE CONTRACTOR. 10. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS STENCILS. 11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 13. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE MUTCD 2003 EDITION AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENTAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 14. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE MUTCD 2003 EDITION AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT UNLESS OTHERWISE SPECIFIED. 16. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 17. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. 18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED DR TO REMAIN. 20. (IF NECESSARY) WHERE R4-7 SIGN AND OMl-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM/-3 OBJECT MARKER SHALL BE 12"X12~ SEWER NOTES: 1. ALL SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS VOLUME 1, CHAPTER 6 -DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES" AND "VOLUME J -STANDARD DRAWINGS AND NOTES" DATED JUNE 30, 2004. 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 STATE CONSTRUCT/ON 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 CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQU/RFD, 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING CONSTRUCTION (TELEPHONE: [760)-438-3891). 6. USE BUTYL NECK ROPE IN ALL ACCESS HOLE JOINTS. WATER NOTES W'LY R/W 10' 100 0 100 200 ----- SCALE 1 '= 100' 74 39 40 41 74' RIGHT OF WAY E'LY R/W J9' 35' 24' 10· 20· 10' EXIT ONLY ME:o/AN TRAVE"L 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS VOLUME 2 -POTABLE ANO RECYCLED WATER STANDARDS" ANO "VOLUME 3 -STANDARD DRAWINGS AND NOTES" DATED JUNE 30, 2004. 5.5' 4.5' 12' 12' 5' 5' 4.5' 5.5' 2. TH£ 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 CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.O. LINES, A PERMIT SHALL 8£ OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. A.C. PA VfMENT AND BASE (TYPICAL) 1///--1///1 1/1/J_:::;;; CONC. CURB PER GS-18 (TYP) 300 75 31 32 44 45 ROAD CONTINUATION DWG 427-7 MICA PER 30 33 46 47 ·-··- W'LY & N'LY R/W 28 48 9 I I I I' I I I ✓ ~ N E--t ~ PR/VA TE TYPICAL STREET LIGHT 60'/56'* 30'/28'* 3 J' 13'/10'* 17' 18'* 30'/28* 17'/18'* MIN. 14 77 E'LY & S'LY R/W 13'/10'* 3' I I MIN. .............. .............. 60 59 LEGEND SUBDIVISION BOUNDARY RIGHT OF WAY ---------- SHEET NO. FIRE HYDRANT PRIVATE STREET LIGHT STORM DRAIN WATER LINE SEWER LINE DOUBLE STREET NAME SIGN POINSETTIA KEY MAP ADJACENT TO HOA SLOPES PL-- [XX] Q--o 0 LANE I j /" I I I 1-=,== I PL- ""'"· ..... ~~\ I l I I >--.. I I I I ....... ....... , ccc-,.ncw aLIA.f"..T~ \..J.,O..'{ oTA, 10+-G.'910 1:z.+ eFI f-'!IGA F".D.C.0 t:,TA. -".,-'\-+ED To Z..t+CO HIC..6., R..OAO t>IA. :Z...7+co To Z.,~,+-€,Q 1-'1\c..6.,e=o -c,TA. 2/'1-'r'EO TO ~+co r'llcA f'o.60 -5\A. "bZ..+CO To 1':>4+!:0 t-11GARc,;Q -t>TA. 1:>4-+,eo TO =,t--,5 MICA 1".0AO <5\A. 1:>b-1-'75 To 40+5, ffi .............. ' i ' i I i 8 1 TYPICAL SWALE Tl'?AF\"IG Aq"WAL-T IUOe..'x. (TI J 6.0 E,.o s.o S.o s.o S.o s.o ' ~ (IUCHe:'.:>) 4.o -'\-D 4o 4-0 4.0 .............. 6 I I ~"'"'"""-"-··~ ~'<-<;fi.SSIQfi)'::-, ,@ ~io L M,1,iif;f\ /:}-'>..~ ~~~ . df rrl . lffi NO. C-4~670 ';l, t , El,p. 06-30--10 \ J},'-,,__QNI\. c;;¢'P I I "j,O 1-0 4.0 C,.0 1.0 b.o 9.o SUBDIVISION BOUNDARY '?~O'f ESS / O,v. 0<> ,>.V L . ;,,_;/< ~~~o ~~~ t,;v; -~ -a:: z z ~ NO. 48670 '" EXP. 6/30/06 !;J • 4. A PRECONSTRUCT/ON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN (7) DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS PRIOR TO BEGINNING CONSTRUCT/ON SO THAT INSPECTION MAY BE PROVIDED-TELEPHONE NO. NOTE: UTILITY LOCA//ONS ARE TYPICAL UNLESS OTHERWISE SHOWN ON PLANS ,£.' 5' I 7.5' 4.5'* TYPE 'G' CONCRETE CURB 7.5' I 5' 6" 4.5'* I ~ -CJy\ ;;f;'" "-:fl.If Of CS,.\.'>< ~ 0,-CAL\< '7 P-j &-~ -,A_ ({760} 438-3891) FOR SCHEDULING. 5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT. ALL EXISTING TREES AND STRUCTURE SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DIRECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH "CITY OF CARLSBAD ENGINEERING STANDARDS 2004" OR AS AMENDED. 8. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. CMWD CONSTRUCTION NOTES 1. ALL POTABLE WATER SERVICES SHALL BE 1 " AND ALL POTABLE WATER METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 2, ALL WATER METER BOXES SHALL BE 17'X30"X12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 3. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 4, THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. PROJECT 50' BUILDING BUFFER EASEMENT PROJECT ENTRY PORTION OF QUARTZ WAY AND MICA ROAD LOCAL STREET -DESIGN SPffU: 25 MPH PER MASTEF/ PLAN -MEDIAN TO BE MAINTAINED BY f/OA. ACTUAL STRUCTURAL SECTION TO BE DETERMINED BASED ON THE "R" I/AL VE TEST, APPROVED BY Tr/£ CITY ENGINEER T./,=5,0 MIN. NTS PUBLIC STREET WITH MEDIAN -EXISTING POINSETTIA LANE ROAD WITH MEDIAN IMPROVEMENTS PER DRAWING NO, 397-21 AND 2H MAJOR ARTERIAL STREET . I DESIGN SPEED: 50 MPH j NTS TYPICAL AND GUTTER FIRE HYDRANT (TYPICAL) 2% 1=!///1 -• -;Ell/I ~ ...;',/ \ :;,,:;11\1::r r J r\~.\\\lg::; r fp//1.=I !_ll!/=/111 TYPICAL ORY UTILITY_) I TRENCH (SDG&E, PHONE( TYP. \_ 0~1,-.,, =llli-1///::::d/E=: ~ '-f- CATV, ETC; " CONCRETE ~8" WATER MAIN WALK (TYPICAL) E~ 8" RECLAIMED WATER MAIN NOTES: TYPICAL DRY UTILITY BOXES, VAULTS, ACCESS HANDHOLE, ETC. i;~~: -p__· ~ l AC 1. •DENOTES 56' WIDE R.O.W WITH 36' WIDE CURB TO CURB FOR CUL-DE-S STREETS (PER MASTER PLAN} A.G. PAVEMENT AND BASE (TYPICAL) 10' 11' +--~- (NOT TO SCALE ON PLAN) PUBLIC LOCAL STREET 2. UTILITY LOCA T/ONS ARE TYPICAL UNLESS OTHERWISE Sf/OWN ON PLAN. *GEODE LANE, TITAN/TE PLACE, *BROOK/TE COURT AND A PORTION OF MICA ROAD "LIVABLE STREET DESIGN" LOCAL STREET -DESIGN SPEED: 25 MPH ACTUAL STRUCTURAL SECTION TO BE DETERMINED BASED ON Tf/E "R" VALVE TEST, APPFWVED BY THE CITY ENGINEER T.l.=5.0 MIN. PLANNING ENGINEERING SURVEYING NTS HUNSAKER & ASSOCIATES SAN DIEGO, INC 10179 Huemekens Street San Diego, Ca 9Tl21 PH(858)558•4500· FX(856)558·1414 c<.,/<.b/06 F'-L..f-'1 DATE INITIAL ENGINEER OF WOR I !"""L___j ) ! ENGINEER OF WORK • I / ' 2. ,J_ ,<"'2,a-.±:_ I FUTURE DRAIN BOX TO S?'.0/4, / r-, 1 CONNECT TO SIDEWALK RAY.MUND L. MARTIN • L>-1 \\ -UNDERDRAIN PER PRECISE DATE RW"-,, --.::--::·-,[~') GRADING PLAN R.C.E. NO. 48670 EXP. 6/30/06 j " "AS BUILT" W TER LATERAL ~ II ..______ SEWER LATERAL j \ IIS/OEWALK UNOERDRAIN PER SORSO 0-27 ~Jy~J::. I CURB 7 =l=/oe, R&/4'ecno • • TYPICAL SIDEWALK UNDERDRAIN DETAIL EXP. ='.,L"'9LIO DATE NTS RE:::::~L& --NOTE.· £VERY LOT SHALL HAVE 1 SIDEWALK ,t ,/i /o S UNDERDRAIN PIPE PER SDRSD 0-27. LOCATION --,--.. TO BE SHOWN ON "AS-BUILT" PLANS. INSPECTOR , DATE I SH;ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.07 BACKBONE APPROVED QY LLOYD B. HUBBS a ~ C • ...-.d'. ~-=-r'~ <@17/0 ~ CITY ENGINEERv'RCE lilA_~ EXe 12Z}1105' 7 DATE Vi\P<S-6UtL..-r DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: <".VP CT 04-15 427-6B REVISION DESCRIPTION RVWD BY: OTHER APPROVAL CITY APPROVAL :..;, \0:.386 \8.Eng \lMproverien-ts \Bc.H..:kbune \0386io.02,dwg[ OJApr 30 ·200~:[)9:14 W.O. No. 2352-120 RIN: 0 ~ i'J G) 0 .~ -r,..) ·-O -.,J i °' to + . j l _j__-~---~-~=-•--•----~--- +---+-- , __ _ ----- -------__ ::: __ . -1-' ----- --_,___ .: - ------------- -_--"-__j_------L---=; • +==-= f---.-I • L I ----,-- ' i ····_ - -----,-- • ____ , __ _ ' ~ _j_ I--+'-+ - ---... --:.:..:..:: -i:..:.:.:.· :+---+-----"·--+ -+------+-l-- i .,::: -- I .. -----1-- I CENTERLINE DATA 11 BEARING/DELTA RADIUS LENGTH REMARKS 1 N 2J"J8'J4 • W 229. JO' CURB DAfA □ BEARING/DELTA RADIUS LENGTH REMARKS 1 88"27'06" .35.00' 55.29' 6" TYPE G C&:G 2 N 2.3".38'.34" W 40.96' 6" TYPE G C&:G 3 20"47'24" 50.00' 18. 14' 6 • TYPE G C&:G 4 N 2°51'10" W 15.46' 6" TYPE G C&:G 5 20"47'24" 50.00' 18. 14' 6" TYPE G C&:G 6 N 2.3".38'.34" W 16.90' 6" TYPE G C&:G 7 89"0.3'26" .30.00' 46.6.3' 6" TYPE G C&:G 8 90"56'.34" 30.00' 47.62' 6" TYPE G C&:G 9 N 2.3".38'.34" W 23.47' 6" TYPE G C&:G 10 1 ,5J'oo· 50.00' 15.61' 6" TYPE G C&:G 11 N41"31'34"W 10.32' 6" TYPE G C&:G 12 1,53•00· 50.00' 15.61' 6" TYPE G C&:G 13 N 23°38'34" W 41.32' 6" TYPE G C&:G 14 90·00·00· 35.00' 54.98' 6" TYPE G C&:G 15 180"00'00" 5.00' 15.71' 8 • MEDIAN CURB 16 N 23°38'34" W 41.32' 8 • MEDIAN CURB 1. 180°00·00· 5.00' 15.71' 8 • MEDIAN CURB 18 N 23°38'34" W 41.32' 8 • MEDIAN CURB WATER DATA l BEARING/DELTA RADIUS LENGTH REMARKS 1 N 24"43'26" W 18.38' 8" PVC CL 150 2 N 23°38'34" W 118.75' 8" PVC CL 150 SEWER DATA l BEARING/DELTA RADIUS LENGTH REI.IARKS 1 N 23"38'34 • W 164.10' 8" PVC STORM DRAIN DATA C) BEARING/DELTA RADIUS LENGTH REMARKS N 22"27'39" W 150.27' 42" RCP 1350 o- 2 N 22"42'00" W 18.00' 42" RCP 1350 o- 3 N 66"21 '26" £ 13.62' 18" RCP 1350-D- 4 N 66"21 '26" £ 35.88' 18" RCP 1350 o•• 5 N 2.3".38'41" W IJ.66' 42" RCP 1.350 o- -WATER nGHT JOINTS ALONG £NnR£ PIP£ REACH •• SE£ PROFILE FOR LOCATION OF WATER TIGHT JOINTS - - --l I 10+00 11+00 55+29.07 PCR POINSETTIA LAN£ SUBDIVISION - BOUNDARY BEGIN SURFACE IMPROVEMENTS &: BEGIN EXISnNG BERM REMOVAL PER OWG 397-21 56+53.74 PCR POINSETTIA LAN£ POINSETTIA LANE SEE DWG 397-21 BEGIN SURFACE IMPROVEMENTS &: £ND EXISnNG BERM REMOVAL PER DWG 397-21 FOR MEDIAN AREAS SE£ RIGHT QUARTZ WAY 12+00 13+00 PLANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIECO, INC 10179 Huennekens Street San Diego, Ca. 92121 PH(858)558·4500· FX(858)558·1414 ---- MEDIAN AREA .., I -~ 40 ------ ----- -+--I---.:::!::::: ---1 -, + --+-----~ ci, - -]__ PROFILE SCALES 0 40 80 HORIZ. VERT. ENGINEER OF WORK RA~i:12 ~ R.C.E. NO. 48670 EXP. 6/30/06 "AS BU IL T" i'.-,,fY~ b01 0 EXP. 6c:.;l:xy10 INSPECTOR7 - 120 1 "=40' 1"=8' ' DATE DATE t----+---+------------+---1-----1-----l---~ I SH~ET I CITY OF CARLSBAD I SH~TS I ~===--====E=N=G=I N::'E':'E=:R=I N=G=D=EP::'A::R:::T=M=EN=T==='-'==== IMPROV[M[NT AND UTILITY PLANS FDR: I----+---+---------------- DATE INITIAL ENGINEER OF WOR~ REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LA COSTA GREENS NEIGHBORHOOD 1.07 BACKBONE APPROVEDdr LLOYD B. HUBBS A t". e& L7 ,,.,:,:;:; . --~ t:.f7/e5 CITY ENGINEER""Rc01iii£ rxe 12/31 /05 ' ~ DATE DWN BY: ___ _ CHl(D BY: C,YP RVWO BY: PROJECT NO. CT 04-15 I DRAWING NO . 427-6B R:\0386\&Eng\lmprovements\Bockbone\0386ia03_dwg [ D]Apr-18-2005: 15:55 W.0. No. 2352-120 BIN C -0 ....... I -+- - -.... -I I ' _;: ----___ :::-·- ······- 1 - I I ' -I- ---~ . --:-:-t:.. -- -------r-- ---- --- - - I ------ l f/EARING/OELTA 1 N 64"21 "00" E 2 34·51 ·oo· J N 8D"48'oo· w 4 37·54•00· 5 N 67"18'00" £ 6 N 67"18'oo· £ 7 N 67"18'oo· £ □ f/EARING/O[LTA 1 N 67"18'00· £ 2 N 67"18'oo· £ l f/EARING/OELTA 1 N 67"18'oo· £ 2 N 6,1a·oo· £ J f/EARING/OELTA 1 N 67"18'02" [ 2 N 67"17'51" £ I I 1 CENTERUNE DATA RADIUS LENGTH REMARKS 160.00' 200.00' 121.65' 169.99' 200.00' 111.35' 39.14' 180.50' 50.83' CURB DATA RADIUS LENGTH REMARKS 97.06' 6 • JYP[ G CdcG J.05' 6" TYPE G CdcG WATER DATA RAO/US LENGTH REMARKS 65.17' B" PVC CL-150 41.89' B" PVC CL-150 SEWER DATA RAO/US LENGTH REMARKS 56. 10' B" PVC 50.96' B" PVC STORM DRAIN DATA 0 f/EARING/O[LTA 1 20·01·1a· 2 N 64'21 '00" £ 3 34'18'16" 4 N ao·48'oo· w 5 25'59'26" 6 4'42'11 • 1 N 67"18'oo· £ 8 N 67"18'00" £ g N 57"18'oo· £ 10 J9"J0'02" RADIUS 306.00' 210.00' 190.00' 190.00' 22.50' LENGTH 706.93' 50.69' 125.73' 167.99' REMARKS 18" RCP 1350-0 18" RCP 1350-0 18" RCP 1350-0 + 18" RCP 1350-D 86.19' 18" RCP 1350-D + 15.60' 24• RCP 1350-0 + 27.14' 24" RCP 1350-0 76.55' 35• RCP 1350-0•• 95.29' 35• RCP 1350-0~ 18" RCP 1350-0 • J0+00.00 so TYPE F CB 38 <::i l II!. 11 N 9·43'08" w 12 N 17"23'37" W 15.51' 71.71' 5.75' 18" RCP 1350-0 PRIVATE 13 N 22'42'00" W • 4' SECTIONS f/EVELEO f/OTH ENOS + 4' PIPE LENGTHS 18" RCP 1350-0 71.47' JO" RCP 1350-0 ~ WATER TIGHT JOINTS ALONG ENTIRE PIPE REACH •• SEE PROFILE FOR LOCATION OF WATER TIGHT JOINTS ---------... •······ - -_::: __ ------__ :::: --~ -- 10+00 11+00 74 8 l ' + 42 40 39 It ----- :. _::: - --------' -,----.... -- -- - 12+00 13+00 II!. 10' EASEMENT FOR GRADING ANO WATER PURPOSES GRANTED 10 THE CITY OF CARLSf/AO RECORDED DECEMBER 1, 1997 AS FILE NO. 1997-0605498 OF OFFICIAL RECORDS 10 8£ ABANDONED ON FINAL MAP. EXIST. SEWER LIN[ TO 8£ Af/ANOONOEO PER C/JY OF CARLSf/AD R[COMMENOATTONS GEODE LANE - ------ ' 14+00 II!. ... .,. J 75 It - I - -----------------------------... - -----------_[_ __ -' --------------- -----------j--·-I _( __ _ l-:--- 15+00 16+00 17+00 40 -1-20 I __ , __ - PROFILE SCALES -,_ --:· - -l--+ (/ IND/CAW I -u:, EtEV. - -----j -----[ I IND/CAT[ -C, fY. E_R_()_M RFJ§_8[NCf__DRA_~ING~ _ HORIZ. VERT. 1"=40' 1 "=8' 18+00 , . I ? I ENGINEER OF WORK R~i:~ R.C.E. NO. 48670 EXP. 6/30/06 "AS BUILT" ~~~ RCE 4-bv7o EXP. o<;b>qh,-, DATE 0 120 REVIEWED BY: SCALE 7"-40' --~'~ INSPECTQO / OATE l-----+--+-------------t----+---+---t-------11 SH~ET 1 _c_1_r_Y_o_F_c_A_R_L_s_s_A_o~ I SH~ETS I _ ENGINEERING DEPARTMENT PLANNING ENQNEERIN(; SURVEYING HUNSAKER & ASSOCIATES SAN OIECO, INC. 10179 Hueonekens Street San Diego, Ca 92121 PH(858)558-4500-FX(858)558-1414 1\t>O-o.JILT DATE INITIAL ENGINEER or WOR~ REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IMPROVEMENT AND UTILITY PLANS FDR: LA COSTA GREENS NEIGHBORHOOD 1.07 BACKBONE APPROVED qy LLOYD B. HUBBS A r( 4,e?C° d. ~~8 -,.,. i§>/y,..5 CITY ENGINEEl(/RCE 2 F<P l 2/3 l lri DATE DWN BY=--~- CHKD BY: G\JP RVWD BY: PROJECT NO. CT04-15 DRAWING NO. 427-6B R:\0386\&Eng\lrnprovernents\Backbane\03B6;a04.dwg[ O]Apr-18-2005:15:00 W.O. No. 2352-120 BIN : 0 - C =E (i) ...... I 0,.. 0, 1 ' ' ' i t t I ' ' '~ '--+--~' I ---------------- I-;~ --_ _,_l_:··: i ----' -+ I I l I -• -----. ----.L ' . I I ' I ' I l l I -----:: .. - I t ---f--- 1 ,. . .. -·-.J. .. . ' ..... f :: : --__ J_ ... T . . ' ----- - ---·•·-- -f I f ' . ... ····-··· ...... . ' ' •· ' . I J_. _:j_ I . CENTERUNE DATA l J BEARING/DELTA RADIUS REMARKS 1 N 22'42'00" W 163.10' STORM DRAIN DATA C) BEARING/DELTA RADIUS LENGTH REMARKS 1 N 22'42'00" W 43.20' 24" RCP 1350-0 2 N 22'42'00" W 94.77' 1B" RCP 1350-0 3 N 67"1B'oo· E 4.75' 1B" RCP 1350-0 j 4 N 67"1B'OO" E B.71' 1B" RCP 1350-0 PRIVATE f-'5-+-"3'-0-=-· 4:,7.,.,•o=,o-=--=---=---+--4,-,5=-_o-=-o::-;·-t----:2:':4-'c_ 1:-:B:.. -+-=,-=s:.· -:Rc:C:::P;--:-13:cc5;:-:0:-_-:D:--1 + PR/VA TE '-'=6'....L.:.:N'...-"'.B.:.:1 '.::.5.:.:4.::.'5.,_7_" -'W'----'-----'---lc::2:::9.:....4c:2c..' _,__;1.::.B_" ..:.R;.:C_;_P_;_13:..:5:..:0c..-_:O'-'-PR/VA TE + 4' SECTIONS BEVELED ONE ENO I T +-' t f --------- ---I--... t. , f( RMccfJi . 'A!N PR(]EltE-.n';+--"----' 1·---+-+--l.---+ 1 . I ·I ' 46 47 48 ' . ... .. :f ...... . 1 1· I _ __, __ +----, + --+ 1-------_ -120- ----+ - 10+00 SURFACE IMPROVEMENTS PER OWG 427-6 I ------1: + I T j f I 11+00 TITAN/TE PLACE 35 If. 34 If. 8 ~ C, - I I _t_ -! . I ' ' . ..... . t . t += • t ' ' --·----I I ------~. - j-·i---f--- +---- -----+- j . '. --L - --t-----c-J- - ' • l- : j: ·-, -. ---.. ! j -~_,_-,--_f :: :::; i--~ -----i-: ! -----i --------, .. -----__ -_ + :_ ~ ------. + ------ T • I . . ----- . -s-.•• 12+00 13+00 36 6 77 74 20+00.00 so rTYP""'E~F'7'°CA.1nS;;;cH;:;--;B4=s1wN 32 HUNSAKER & ASSOCIATES SAN DIECO, INC 40 0 40 80 120 SCALE 1 "= 40' ) I & ENGINEER OF WORK RAND L. t.lARTIN R.C.E. NO. 4867D EXP. 6/30/06 "AS BUILT" l~-Lk- RC[ 4¢6]0 EXP. c6/?>0(lo , j INSPECTOR 1 DATE -,,/4 /4s DATE ~ CITY OF CARLSBAD I SH~TS I 1----+---+-------------------t------j----;----,--, ~ ENGINEERING DEPARTMENT 1----+-~-+----------------t-----t---r----t-----i IMPROVEMENT AND UTILITY PLANS FDR: LA COSTA GREENS NEIGHBORHOOD 1.07 BACKBONE APPROVED OY LLOYD B. HUBBS 1,A=,',,L..,.., ... "'<"'-<:s,,.,d.~c"cve✓-:.,..,_=?91:...,_~A~---:c:-:-::-=~ ~/~/...,. r l----+--+-----------------,----;--,--,--7 CITY ENGINE~RcrLJRRlL FXP 72,/37,/()5 DAT[ l-<X,/-:-;:,~::~=1,~:::-t-:::;,.,_-:--:-,_,-:-r,,,,,b-0-:-:::---_~0<::-:::IIL-:.:r;:::-------------,--,-----r----r--7 ~o~w=N::;BY=,~~~~~=~~=;";==~P;R;O=J~EC;T~N~O~.'===~~D~R~A~W~IN~G~~N~O~.~ PLANNING ENQNEERING SURVEYING 10179 Huennekens Street DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY, GYP CT 04-15 427-6B San Diego. Ca 91121 PH(858)558-4500· FX(8S8)558-1414 ENGINEER OF WORI REVI SION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: R,\0386\&Eng\lmprovements\Bockbone\0386io05.dwg[ O]Apr 30 2005,□9,16 W.0. No. 2352 120 RTN C ~ (i) ,.._,:, ...... I 0,. 0, ;. ---+ ~ Jg.o ,i LF ~ ~4• R(JP O 1.01% QI00•2J.0 CFS vi'oo=r5 FPS -©CD© ( ) BEARING/DELTA 1 76"4J'55" 2 N 62"44'00" W J N 62"44'00" W 4 N 62"44'00" W 5 26"48'28" □ BEARING/DELTA 1 1,21•25• 2 N 62"44'00" W J .30·00·00· 4 N J2·44•00· w 5 Jo·oo·oo· 6 N 62'44'00" W 7 .30·00·00· 8 N BT16'oo· E g Jo·oo·oo· 10 N 62'44'00" W 11 26"48'28" 12 26'48'28" IJ N 62'44'00" W 14 90·00'00· 15 90·00·00· 16 N 62'44'00" W /, .30·00'00· 18 N 32"44'00" W 19 Jo·oo·oo· 20 N 62'44'00" W 21 30·00·00· 22 N BT/6'00" E 2. 30·00·00· 24 N 62'44'00" W 25 90·00·00· 26 90•00·00· 2 . N 52·44•00· w 28 15·59•22• CENTERUNE DATA RADIUS LENGTH REMARKS 200.00' 58.41' 97.2.3' 185.95' 7 74.J5' 200.00' 9.3.58' CURB DATA RADIUS LENGTH REMARKS 217.00' 65.74' 6" TYPE G CdcG 170.15' 6" TYPE G CdcG 7.00' .3.67' 6" TYPE G C&G• 10.25' 6" TYPE G CdcG• 7.00' .3.67' 6 • TYPE G CdcG• 1.3.85' 6" TYPE G CdcG• 7.00' .3.67' 6" TYPE G CdcG• 10.25' 6" TYPE G C&G• 7.00' .3.67' 6" TYPE G CdcG• 195.59' 6" TYPE G CdcG 183.00' 85.62' 6" TYPE G CdcG 217.00' 101.5J' 6" TYPE G CdcG 67.J5' 6" TYPE G CdcG 30.00' 47.12' 6" TYPE G CdcG J0.00' 47.12' 6" TYPE G CdcG J4.24' 6" TYPE G CdcG 7.00' 3.67' 6" TYPE G CdcG• 10.25' 6" TYPE G CdcG• 7.00' 3.67' 6" TYPE G CdcG• 13.85' 6" TYPE G C&G• 7.00' 3.67' 6" TYPE G CdcG• 10.25' 6" TYPE G CdcG• 7.00' 3.67' 6" TYPE G CdcG• 24.92' 6" TYPE G CdcG 30.00' 47.12' 6" TYPE G CdcG 30.00' 47.12' 6" TYPE G CdcG 49.23' 6 • TYPE G CdcG 183.00' 51.07' 6 • TYPE G CdcG • PAINT CURB RED. THE WORDS "NO PARKING FIRE LANE" SHALL BE PAINTED ON THE HORIZONTAL de VERTICAL SURFACE AT INTERVALS OF NO MORE THAN 25'. LETTERS SHALL BE WHITE & 5" HIGH. WATER DATA I l BEARING/DELTA RADIUS LENGTH REMARKS 1 19·17'55• 189.00' 63.66' 8" PVC CL-150 2 N 62'44'00" W 108.2.3' 8" PVC CL-150 J N 62'44'00" W 185.95' 8" PVC CL-150 4 N 52·44•00· w /OJ.JS' 8" PVC CL-150 5 26"48'28" 211.00· 98.72' 8" PVC CL-150 6 N 2T16'oo· E 49.00' 8" PVC CL-150 7 N 2T16'oo· E 51 .00' 8" PVC CL-150 •• USE 10' LENGTHS IN ACCORDANCE TO CITY OF CARLSBAD ENGINEERING STANDARDS -VOLUME II, CHAPTER 6, DIVISION 15, SECTION 15064, PART 3.5 RECYCLED WATER DATA ( ) BEARING/DELTA RADIUS LENGTH REMARKS A l9'J5'4J" 206.00' 70.45' 8" PVC CL-200 B N 62·44•00· w .397.5.3' 8" PVC CL-200 C 26'48'28" 194.00' 90.77' 8" PVC CL-200 •• USE 10' LENGTHS IN ACCORDANCE TO CITY OF CARLSBAD ENGINEERING STANDARDS -VOLUME II, CHAPTER 6, DIVISION 15, SECTION 15064, PART .3.5 T •• •• l BEARING/DELTA 1 19·35•4.3• 2 N 62'44'00" W J N 62'44'00" W •• 4 N 62'44'00" W 5 26'48'28" •• 6 N 25·44•00· E 7 N 2T16'oo· E --T 24+00 BRICK & MORTAR PLUG STORM DRAIN SEWER DATA RADIUS LENGTH 200.00' 68.40' 25.78' 71.45' 300 . .30' 200.00' 93.58' 90.69' 60.00' • 25+00 20' SEWER ESMT PER FINAL MAP 10 REMARKS 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC rt '"' ~~ ',j . It. ~~--r-,,;: Ill (.j "' ::i <o ij) ~ -~ -. "'-·• C "< ......... ~ C'<> ~ ;. '>-t C "--I«> ;, !') ill ~ ! (p_..., --_,._ -"' - 26+00 27+00 ! ! 1:.:l fil "' "' -0, ..; l!i 0, ;. ;t: "' "' "' MICA ROAD fr --t-. ' 28+00 HUNSAKER & ASSOCIATES S~N DIEGO, INC Pl.ANNING 10179 Huemekens Street ENQNEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX(858)558•1414 I -+--+-=-c-+-+--+--+-==+--1·-·19tJ.HTO=£+·=···=·=+--i---"'-----l!--+--+--+--"Fl!Jfl!_i°t:wE'/?uN_o_·_1--,J,,-=== ==c--1-~--1---1--1~euR 29+00 30+00 ~ ~ QI; 5 ~,,.,,,.~--~ \---{5 64 If. 63 40 0 f PROFILE SCALES HO RIZ. : VERT. : STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 J"2.3'45" 210.00· 12.45' 24" RCP 1350-D•• 2 12'.37'28" 210.00' 46.27' JO" RCP 1350-D J N 62'44'00" W 164.72' .30" RCP 1350-D 4 N 62'44'00" W 226.81' .36" RCP 1350-D 5 25·12'11· 190.00' 86.90' 36" RCP 1350-D 6 N 2T27'56" E 22.99' 24" RCP 1350-D- 7 1J"21 •59• 22.50' 5.25' 24" RCP 1350-D- 8 N 14'05'56" E 10.77' 24" RCP 1350-D- g N 26'17'4.3" E .32.90' 18" RCP 1350-D•• 10 1,17•35• 22.50' 6.79' 18" RCP 1350-D•• 11 N 9'00'07" E 19.92' 18" RCP 1350-D•• 12 N 2T16'00" E 24.75' 18" RCP 1350-D + 4' PIPE LENGTHS • 4' PIPE LENGTHS BEVELED BOTH ENDS -WATER TIGHT JOINTS ALONG ENTIRE PIPE REACH •• SEE PROFILE FOR LOCATION OF WATER TIGHT JOINTS + + + PRIVATE • PRIVATE PRIVATE PRIVATE • PRIVATE PRIVATE ENGINEER OF WORK RA<;;; L. IAARTIN R.C.E. NO. 48670 EXP. 6/30/06 "AS BUILT" ffeLY~ RCf 40(.,10 EXP. 0v/~o/1c, , j 40 80 120 REVIEWED BY: SCALE 1 "= 4 0' DATE 1----+---+-------------f----+---+---t-------i I sH~ET 1 _c_1r_v~o_F_c_A_R_L_s_s_A_o~ I SH~ETS I _ ENGINEERING DEPARTMENT IMPROVEMENT ANO UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.07 BACKBONE APPROVED BY· LLOYD B. HUBBS /46:<~ J-4/~ {'../3/°p~ c1n ENGINEER'RcF?hiC EXP 1?/31/nY DATE l-~~+~ccc---c-+.,_-t>-O---p~,-L-T'-------------jf---+--+---+----1 ~======~!-}:_.=_.=_.=-=-=-=-=-=~-=-=-=!'.·_.=~~•~~====-=-=-=-=-~ DWN BY:____ PROJ ECT NO. DRAWING NO. DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION CHKD BY: GUP' CT04-15 427-6B RVWD BY: DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL R: \ 038 6\ &Eng \Im prove me nts \ Ba ckbane \ 0386ia06. dwg [ 0] May-09 -2005: 09 :52 W.0. No. 2352-120 BIN : 0,. 0 --0 C Ci) -+-- j t 178- I ~-----,----i----a----t '--=f----'-i-----'----+-,RI:e.-0_6,53:r~H~,.f-'H'."f'===-+---+-=t~= + --+----+-+ 1 i HGL CENTERLINE DATA f l BEARING/DELTA RADIUS LENGTH REMARKS 1 18'32'32" 200.00' 64,72' 2 N 71·55'00• E 219.20' 3 78.44'18" 230.00' 316.08' CURB DATA D BEARING/DELTA RADIUS LENGTH REMARKS 1 1B'J2'J2" /BJ.OD' 59.22' 6" TYPE G C&G 2 N 71 '55'00" E 219.20' 6" TYPE G C&G J 1a·44•1a· 247.00' 339.44' 6" TYPE G C&G 4 78'44'18" 21J.OO ' 292.71' 6" TYPE G C&G 5 N 11 •55•00· E 219.20' 6" TYPE G C&G 6 1a·J2'32• 21 7.00' 70.2J' 6" TYPE G C&G WATER DATA { J BEARING/DELTA RADIUS LENGTH REMARKS 1 1B'J2'J2" 211.00' 68.28' B" PVC CL-150 2 N 11·55'00• E 219.20' B" PVC CL-150 3 1a·44 '1a· 219.00' 300,96' B" PVC CL-150 •• USE 10' LENGTHS IN ACCORDANCE TO CITY OF CARLSBAD ENGINEERING STANDARDS -VOLUME II, CHAPTER 6, DIVISION 15, SECTION 15064, PART J.5 RECYCLED WATER DATA I J BEARING/DELTA RADIUS LENGTH REMARKS A 1a·32'J2" 194.00' 62.78' B" PVC CL-200 8 N 11·55•00• E 219.20' B" PVC CL-200 C 1a·«·1a· 236.00' J24.32' B" PVC CL-200 •• USE 10' LENGTHS IN ACCORDANCE TO CITY OF CARLSBAD ENGINEERING STANDARDS -VOLUME 11, CHAPTER 6, DIVISION 15, SECTION 15064, PART 3.5 SEWER DATA ( ) BEARING/DELTA RADIUS LENGTH 1 1a·J2'J2" 200.00' 64,72' 2 N 71"55'00" E 139,07' 3 N 11 •55•00· E 80, 12' 4 74'JJ'OO" 230.00' 299,26' 5 4'11'18" 230.00' 16.81' STORM DRAIN DATA 0 BEARING/DELTA RAO/US LENGTH 1 1T56'21 • 190.00' 59.49' 2 N 71'55'oo• E 162.94' 3 N 71 '55'00" E 50.26' 4 J5'J4'06" 240.00' 148.99' 5 42'12'54" 240.00' 176.8J' 6 N 18'05'00" W 4.75' 7 N 18'05'00" W 66.63' B N 6'16'38" W 67.36' 9 N 64'54'45" E 4.84' 10 46'56'03• 22.50' 18.4J' 11 N 1 T58'42" E 24.32' + 4' PIPE LENGTHS * SEE ENGINEER'S STORM DRAIN NOTE NO. J D 4 ' PIPE LENGTHS BEVELED BOTH ENOS REMARKS a• PVC B" PVC a• C-900 B" C-900 B" PVC REMARKS 36" RCP 1350-0 J6" RCP 1350-0 36" RCP 1350-0 36" RCP 1350-0 36" RCP 1350-0 18" RCP 1350-0 18" RCP 1350-0 18" RCP 1350-0 18" RCP 1350-0 18" RCP 1350-0 18" RCP 1350-0 •• •• •• •• + PRNATE PRIVATE PRNATE □PRNATE PRNATE I ~1.1 :r--=F' 3.5' AIIN 4.5' AIIN ---------· HGL • 1 100=48.1 CFS, VTOOc= 1 ,.4 FP 2 :2 .1,~ _F ~ 8" p f + + t- f + 30+00 31+00 32+00 72 10+23.38 SD S-10 CUTOFF WALL :g -~ Pl "' "' bl C, C, f Q;) Qj ~ "' "' -"' -1--1-1§1,.. --"" --~ --~ h. ., ., "' ~~ " 0, (3 C, -1--1--1-! c:i SJ ~~ -,. Slit __, -1-65 SJ h. V) ., Fe. 66 Fe. 67 68 MICA ROAD 374.38 L 33-f.00 10+00.00 SD TYPE F CATCH BASIN 8 ~ '? ~ 0, ~ .i -1-Pl -- I ~ TC = CL + 0.06' UNLESS OTHERWISE SHOWN - -------•--- 1"' .. + ... f =f'.d=+'-'1--+.= .. .cc., +---+-----1~=1 I· · 1oool vc o sTA~.85~·•·-··-+--'+-=ir=.i=+ 4-. PVI-EL~ 17.4.9 t-J-. _,__G+--,i,_1.12:r, G2=-T.B0X 34+00 34+70.00 1~8 PJ GV 1~2" MAR t ~2 • BO i-+- ! ~=.bcc+=cc=+c~t+-c-.f- 35+00 10+00.00 SD TYPE F CATCH BASIN 10+33.29 SD S-10 CUTOFF WALL 10+70.36 SD TYPE F CATCH BASIN J4+42.35 34+ 9 34+84,57 Fe. " " 0, ,. 0 "' ..,: 0, "'i "' • -1--1-"' ::i ::i ., 1 .!..!. f 36+00 8 .. +-----+--=-c=+=! ---+--+-l I -+--+--+------+--+--1·~9 0· '--'"'+~ 40 0 tf-+---,0~16' i<:!r'== I '1-"' 40 80 SCALE 1 "= 40 ' I _-J:_ i I r I I r I --+---I ~ ORIGiNAL GROUND 7 RM DRAIN ·~-+-- ------+ ----J +--c PROFILE SCALES 120 HORIZ . VERT. ENGINEER OF WORK 1 "=40' 1 "=8' 70 71 ~x RAY~~~~ 77 HUNSAKER & ASSOCIATES SAN DIEGO, INC. PLANNING 1017i Huemekens Street ENQNEERING San Diego, Ca 92121 SURVEYING PH{658)558•4500· FX(858)558-1414 6 R.C.E. NO. 48 670 EXP. 6/30/06 ~, \,. oo .oo w,: s"Ef. sllf.'E't s +95.40 Fe. 6 "AS BUILT" ~. PY¾,£: RCE 4b670 EXP. o<-;/e.o/K? =I~ !Qf'> ' DATE REVIEWED BY'/4L c ........ INSPECTOR / I SH;ET I CITY OF CARLS BA D I SH~ETS I 1-----+---+------------------+----t----+---+----t ENGINEERING DEPARTMENT 1---1---+---------------+---+--+----t---------t IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.07 BACKBONE APPROVED ,6'Y' LLOYD B. HUBBS 1.,::/4.(-...,, """~<r.dfL..1<~~-',f!J:e_~~~-----cc=-..~. ~/~ 5 1-----+---+------------------+----t----+---+----t CITY ENGINetfl Ref ,?,'lRiffL FYP 17/J 1 /n5DATE DATE IN ITIAL ENGINEER OF WOR REVIS ION DESCRIPTION DWN BY; __ ~_ DATE INITIAL CHKD BY, (-.VP >-----~---+---~----, CITY APPROVAL L'.Rc'.v_,.w.-,D_.a.,Y.:c, ====l DATE INITIAL OTHER APPROVAL R:\0386\&Eng\lmprovements\Bo ckbone\0386io07.dwg[ D)Apr-18-2005: 15:47 PROJECT NO. CT 04-15 DRAWING NO. 427-6B W.O. No. 2352-120 RTN : ) ~ ...... I 0,. OJ t t -l- CENTERUNE DATA I J BEARING/DELTA RADIUS LENGTH REMARKS 1 28'18'42" 230.00' 113.65' 2 N 1'02'00" W 164.10' 3 22•35•34• 200.00' 78.92' 4 N 23'J8'34" W 118.17' CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS 1 28'18'42" 247.0D' 122.05' 6" TYPE G CdeG 2 N ro2'00· w 164.10' 6" TYPE G CdeG 3 2'38'09" 183.00' 8.42' 6" TYPE G CdeG 4 19'58'25" 50.00' 17.43' 6" TYPE G CdeG 5 N 23'38'34" W 87.61' 6" TYPE G CdeG 6 90•00·00· 35.00' 54.98' 6" TYPE G CdeG 7 90•00·00· 35.00' 54.98' 6" TYPE G CdeG 8 N 23'38'34" W 36.75' 6" TYPE G CdeG 9 22·35•,34• 100.00' 39.46' 6" TYPE G CdeG 10 N 1·02'00• W 218.70' 6" TYPE G CdeG 11 28'18'42" 213.00' 105.25' 6" TYPE G CdeG 12 180·00·00· 5.00' 15.71' 8" MEDIAN CURB 13 N 23'38'34" W 37.17' 8" MEDIAN CURB 14 180·00·00· 5.00' 15.71' 8" MEO/AN CURB 15 N 23'38'34" W 37.17' 8" MEDIAN CURB WATER DATA I ; BEARING/DELTA RADIUS LENGTH REMARKS 1 28'18'42" 219.00' 108.22' 8" PVC CL-150 2 N 2s32•00· w 57.49' 8" PVC CL-150 3 N 1·02'00• W 99.20' 8" PVC CL-150 4 22'36'34" 200.00· 78,92' 8" PVC CL-150 5 N 23'38'34" W 41.77' 8" PVC CL-150 6 N 88'58'oo· £ 46.00' 8" PVC CL-150 •• USE 1 O' LENGTHS IN ACCORDANCE TO CITY OF CARLSBAD £NG/NEERING STANDARDS -VOLUME II, CHAPTER 6, DIVISION 15, SECTION 15064, PART 3.5 RECYCLED WATER DATA ( J BEARING/DELTA RADIUS LENGTH REMARKS A 28'18'42" 236.00' 116.62' 8" PVC CL-200 8 N 21·28'00· £ 44.42' 8" PVC CL-200 C N 1•02'00• W 153.92' 8" PVC CL-200 D 22·35•35• 200.00' 78.92' 8" PVC CL-200 E N 23'38'35" W 8.52' 8" PVC CL-200 F 75·27•54• 252.52' 68.16' 8" PVC CL-200 •• USE 10' LENGTHS IN ACCORDANCE TO CITY OF CARLS BAO ENGINEERING STANDARDS -VOLUME II, CHAPTER 6, DIVISION 15, SECTION 15064, PART 3.5 SEWER DATA ( ) BEARING/DELTA RADIUS LENGTH REMARKS 1 28'18'42" 230.00' 113.65' 8" PVC 2 N 1·02'00• W 86.35' 8" PVC 3 N 1·02•00• W 77.75' 8" PVC 4 7,49'59• 200.00· 62.25' 8" PVC 5 4·45•35• 200.00' 16.67' 8" PVC 6 N 23'38'34" W 57.59' 8" PVC 7 N 71'08'01" W 43.63' 8" PVC •• •• •• •• •• 36+00 40 0 40::.._ ___ _:8 0 120 SCALE 1 "-40' 5 II!. 3 6 ...-.-~ ... ·-.. .. 77 STORM DRAIN DATA C) BEARING DELTA RADIUS LENGTH REMARKS l-~1:+76~~79~•0=9~•==---t-~2~4~0~.o~o~·-+--==2~7~.8~7~'+~3~6~·~R~C~P~D~-__:_:13~5~0-+□ 2 N 1·02•00• W 252.83' 36" RCP D-1350 f-,,+--,,-,-,-,--,-:------t---~-+--==--'c,--+--'-~-------=-□ 3 5'20'10" 200.00' 18.63' 36" RCP D-1350 f-'--+-"--'--,'-~-----t-~=c.:..,-+---'=~-+-=c-'-'-'-'--~__:_:=-+□ 4 16'07'38" 200.00' 56.30' 42" RCP D-1350•• + 5 N 23'38'34" W 12.77' 42" RCP D-1350 .. 6 N 18'38'34" W 7.49' 48" RCP D-1350~ 7 N 83'03'27" E 72.33' 24" RCP 0-1350 8 N 85'37'50" £ 17.30' 18" RCP 0-1350~ 9 N 66'21'26" £ JJ.16' 18" RCP 0-1350~ 10 N 68'J8'28" £ 127.46' 18" RCP 0-1350~ + 4' PIP£ LENGTHS ~ WATER TIGHT JOINTS FOR ENTIRE PIPE REACH •• SEE PROFILE FOR LOCATION OF WATER TIGHT JOINTS □ SEE ENGINEER'S STORM DRAIN NOTE NO, 3 37+00 t + l ; MICAf-R()A 38+00 39+87,84- 10+00.00 SD TYPE F CATCH BASIN NORTHERLY OPENING SUBDMSION BOUNDARY .... .!l: 7 ~C) ~ " c., J,..., -1 ..: Ill -"' ~~ 39+07.72~83.53' RT= 10+76.33 SD 36 CMP RISER 39+27.D5 BC CB~ .7 ' 39+40.00 69+39. 99 AH NO 4 80+00,00 (PVC-LINED PER SIA) MICA ROAD l 39+00 40+00 41+00 SEE DWG 397-2X FOR TRAmc SIGNAL PLANS FOR MEDIAN AREA SEE RIGHT 39+91.79 ~ 14.69'LT POINSETTIA LANE REMOVE: END CAP de 80 de CONNECT TO EXISTING WA 7D? PER OWG 397-21 CONSTRUCT 8 "x 12" REDUCER CL INT 40+74 = 67+51 --.: ;=.:::: ~ • CONTRACTOR TO COOR DINA TE WITH VALLECITOS WATER DISTRICT. END SURFACE IMPROVE:MENTS de MATCH EXISTING PER DWG 397-21 39+96.58~11.50' RT CDS UNIT MODEL PMSU 40_40_10 SEE DE1AIL SHEE1 9 39+61.67 PCR~5.00'RT 134.02 TC LEFT CURB TC= CL -0.10' RIGHT CURB TC = CL -0. 18' FROM STA 39+62.10 TO 39+98.85 UNLESS OTHERWISE SHOWN FROM STA 39+62.10 TO 39+98.85 UNLESS OTHERWISE SHOWN MEDIAN AREA PAINT MEDIAN NOSE l'FLLOW 39+98.85 PCR~5.00'RT 133.79 TC i "------'----'I ENGINEER OF WORK R.C.E. NO. 48670 EXP. 6/30/06 "AS BUILT" ~-IY~ Rr~ ..,0 EXP. o<..,/eo,t,o REVIEWED BY: A I I 4_,..,.~ INSPECTOR ' DATE rl{Z"?/ffi DATE l-----+--+-------------1---+---+---t------t l SH~ET I CITY OF CARLSBAD I SH~ETS I ~==~===:::::E:::N::::G::::IN:::::E::::E::::Rl=N=G=DE=P:::A:::R:::Tl,l=:E::::N:::::T===-----'===~ HUNSAKER & ASSOCIATES SA~ DIEGO, I NC. Pl.ANNINC 1m79 Hueonekens Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(658)558-4S00· FX(858)558-1414 IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.07 BACKBONE APPROVED 6r LLOYD B. HUBBS 1A. ---~~~c~~~d1'.,__k~~~~• ~~,,L· L_~~=·~ &,/?/o5' 1----+---+-------------------+------t---+---+----t 'crrv4NGINE6 RCE-~-EXP p /31105'' DATE 1--~c--+---h----------------f---+----+--t------t ~~~~~~':':'~==~~=====:'=· ~~===~ r:::--=="'1--1'!.U--1=:,___:'--J"l"'--="'6~-..::e,i='l::'-''...'.T" ____________ --le---+---+----+-----I DWN BY: __ =~ CHKD BY: G\/P RVWD BY: PROJECT NO. CT 04-15 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER or WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL R:\0386\&Eng \lmprove me nts\Bo c kbone\0386io08.dwg[ 0]May-0 9-2005: 15:55 DRAWING NO. 427-6B o:> 2. -0 ( 24"¢ AND 30"¢ Cf_ RISER SECTIONS Cf_ SCREEN, SUMP MH COVERS & FRAMES ACCESS I RINGS AS NECESSARY r GROUT OR USE GRADE t-~'Y. I \f~ I' I ' -- 1 2" I I I I /// '// I ~ ~ ~ t ~ ~ 1 '-8" I WEIR ~ \ ' r/// '/// I I / / « 42. 5" I 4.0'¢ I I I 1 SCREEN ! I 42,, I 42" RCP } RCP J, PIPE INLET -PIPE OUTI_ET SIZE AND MATL) 1 2" (SIZE AND MATL) ~I 28"¢ L SUMP 3 " OPE1NING SUIVIP 10'-o" CDS UNIT MODEL PMSU 40 30 10 SEWER LATERAL TABLE STREET STREET LATERAL DEPTH LENGTH DROP STATION INVERT STATION ELEV. BELOW OF TO 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) 1 39+ 10.30 127.06 39+ 10.30 130.29 5.36 31.30 2.61 2 38+49.71 132.32 38+49.71 134.84 5.36 30.00 1.92 3 37+92.14 137.04 37+92.14 139.33 5.36 30.00 1.69 4 37+35.26 141.51 37+35.26 143.77 5.36 30.00 1.66 5 36+84.48 145.51 36+84.48 147.73 5.36 30.00 1.62 6 36+37.65 149. 19 36+37.65 151.38 5.36 30.00 2.19 7 35+88.68 153.04 35+88.68 155.20 5.36 30.00 1.56 8 35+24.87 154.82 35+24.87 160.18 5.36 30.00 4.76 9 34+78.21 155.93 34+78.21 163.82 5.36 30.00 7.29 63 29+51.48 167.49 29+51.48 174.82 5.36 30.00 6.73 64 29+94.79 166.63 29+94.79 174.38 5.36 30.00 7.15 65 30+35.69 165,81 30+35.69 173.98 5.36 30.00 7.57 66 30+81.12 164.90 30+81.12 173.50 5.36 30.00 8.00 67 31+28.06 163.96 31+28.06 172.98 5.36 30.00 9.02 68 31+79.06 162.94 31+79.06 172.40 5.36 30.00 8.86 69 32+30.06 161.92 32+30.06 171.83 5.36 30.00 9.31 70 32+80.50 160.67 32+80.50 171.27 5.36 30.00 10.00 71 33+44.47 159. 13 33+44.47 170.55 5.36 30.00 10.82 FINISHED GRADE EL I 120.67 I 9'-10" PIPE INVERT EL. I 110.86 I 8' -7" LAT. SLOPE % CL LENGTH OF LATERAL 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% DROP TO MAIN 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 24"¢ AND 30"¢ - Ct_ RISER SECTIONS Cf_ SCREEN, SUMP MH COVERS & FRAMES ACCESS FINISHED GRADE EL \ l I 48" RCP PIPE INLET ( SIZE AND MATL) PL TC DEPTH BELOW PL HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 10179 Huennekem Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558ASOO· FX(858)55B•N14 I GROUT OR USE GRADE I I r RINGS AS NECESSARY 132.97 I t~'j ·~,~ I· (I .. I 1 2" I / / '/// '/// ~ I ~ 7'-2" ~ ~ ~ + PIPE INVERT EL. ~ ~ 2' -2" I I WEIR 125. 77 '/// '/// , I / / / / « ! ! I 4.0'¢ ---! 5 /' SCREEN ! I 48" I ! RCP ! PIPE OUTLET ! (SIZE AND MATL) I ···- 9'-7" 1 2" ~I 28"¢ I ___ SUMP " OPENING 3 SUIVIP I 10'-0" CDS UNIT MODEL PMSU 40 40 10 or,J2.bjoe, RLl--1 lt\"--'.:>-OUIL-r DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION ' . ---~\\()~£SS!0,y4( I ~<f),'!$-c;;*Q L ~ ~ ~~ofESS/04'. .> A;:~ ~~ ~\J L . 41..,_ "'< fl c:I NO. C-48670 • ~ \ ~~ ..... ~ ~ " V) "'{ --"' Exp. 06-30-lO -12:' -Z.z " NO. 48670 M > .., !;/ J';; CM\. ~ ";. EXP, 6/30/06 • ~ --• ,'f" 'Ill[ OF C~\.\~l:l~ .. ~ dlt & t'or CA\..\~ -'- ENGINEER OF WORK R~~~~J ,,-/g /4 s- / , DATE R.C.E. NO. 48670 EXP. 6/30/06 "AS BUILT" ~~~ = L z:~ Io"' I I RCE -4e;,(,, "10 EXP. e&!=/10 DATE ' ' REV;E:;/4/~---------,,;{/4~ INSPECTOR/ ~, DATE I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT IMPROVEMENT AND UTILITY PLANS FOR: LA COST A GREENS NEIGHBORHOOD 1.07 BACKBONE - APPROVED 6r LLOYD B. HUBBS ~ ,:;;;' /~~ ___c./_7 /o S CITY ENGINEEW' RCE "3?189 Exe 12!.11L05' ' DATE ' ' OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE !NITJAL CHKD BY: c~v? CT 04-15 427-6B RVWD BY: OTHER APPROVAL CITY APPROVAL R:\0386\&Eng\lmprovements\Bcckbone\0386ia09.dwg[ 0]Apr-1 8-2005: 16: Io W.O. No. 2352 · 120 F/Ti'l : I 0, Ut