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Home My WebLink AboutDWG 406-5; CT 02-20; LA COSTA GREENS NEIGHBORHOOD 1.10; 01-13GENERAL NOTES 1. THIS PlAN SUPERSEDES ALL OTHER PlANS PREVIOUSLY APPROVED BY THE C/7Y 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 CONDIT/ONAL APPROVAL, C/7Y STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAJN 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 C/7Y ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE C/7Y OF CARLSBAD AS AN AODITIQNAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIAB/L/7Y. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" ANO A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAJNED FROM THE C/7Y 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 C/7Y UPON BEING SIGNED BY THE C/7Y 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 C/7Y. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE JRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) lABORATORY WORK SHEETS AND (C) COMPAC110N CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL [NG/NEER OF THE STATE OF CALIFORNIA, PR/NC/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 COMPLE110N OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE C/7Y ENGINEERING INSPECTOR UPON COMPLE110N OF THE FIELD TESTS. 12. A PRFCONSTRLICTION MEFTING SHA/ l Bf Hf/ D AT THE SITE ffl/OR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTA11VES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK(4.38-.3891) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSJRUCTION. APPROVED DRAWINGS MUST BE AVAllABLE PRIOR TO SCHEDULING. 1.3. ALL IN$PEC110N REQUESTS OTHER THAN FOR PRECONSTRUCTION MEEJ)NG WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQU T LINE AT 760 4.38-.3891.INSPf.CTION RE! UESTS MUST BE RECENED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION 1$ NEEDfD INSP£CTIONS 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 MA!NTAJN 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 SUBMlmNG A DETAIL PLAN TO THE C/7Y ENG/Nf.ER AND/OR CONCERNED AGENCY SHOW//1/G THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DUR//1/G THE EXCAVATION OF SUCH JRENCH OR TRENCHES OR DURING TH£ PIPE /NSTALlATION THEREIN. THIS PlAN MUST BE PREPARED FOR ALL JRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE C/7Y ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PlAN VARIES FROM THE SHORING SYSTEM STANDARDS fSTABi tSHfD BY THE CONSTRUCTION SAFETY ORDERS Tm E B CALIFORNIA ADMINISTRATIVE CODE, THE PlAN SHALL BE PREPARED BY AN ENGINEER AT TH£ CONTRACTORS EXP£NSE. 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 Wll I CEASE {W,IEDIATEl Y AND THE PERMITTEE WILL NOTIFY THE C/7Y ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECE/VfD WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAJR, ARRIVAL. DEPARTURE OR OPERATION OF JRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWITN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPfRAT/ONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF C/7Y HOLIDAYS IS AVAJLABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINE£R 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 STREIT$ AS A RESULT OF THE GRADING OPERA T/ON. 19. NO BLAS11NG SHALL BE COMMENC£D WITHOUT A CITY ENGINEER APPROVED BlAST/NG PROGRAM. 20. THE EXISTENCE AND LOCATION OF LIT/LITY STRUCTURES AND FACJL/11£5 SHOWN ON THE CONSTRUCTION PlANS WERE OBTAINED BY A SEARCH OF THE AVAllABLE RECORDS. ATTENTION IS CALL£D TO THE POSSIBLE EXISTENCE OF OTHER LIT/L/7Y FACILITIES OR SJRUCTURES 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 UTIL/11ES 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 SUFF/ClENTl.. Y IONS OF THE CONSTRUCTION AHEAD OF THE CONSJRUCTION TO PERMIT THE REVIS PlANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED LIT/LITY CO LEAST TWO FULL WORKING DAYS PRIOR TO STARTING FACJL/11ES AND SHALL COORDINATE WORK WITH A CO MPANIES JSEE BELOVf! CONSTR CTION NEA AT THEIR MPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL ADELPHIA COMMUN/CATIONS COX COMMUNICATIONS C/7Y OF CARLSBAD (STREETS & STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER & REClAJMED WA LEUCADIA WASTEWATER DISTRICT TER) (800)422-41.3.3 (800)660-7.34.3 (800)892-012.3 (760)4.38-7741 (760)806-9809 (760 )4.34-2980 (760)438-2722 /760)753-DI55 STREET NOTES I. ACTUAL STRtlCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUS/NfSS IN THE FJELD OF APPLIED SOIL MECHANICS.ON THf 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.UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINAIRES SHALL BE ·cur OFF" TYF'E. 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 I ,350 OR ASBESTOS CEMfNT PIPE W/Thf 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 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. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONEO 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 PLUG6£D WITH CONCRETE OR REMOVED AS APPROVfD BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUJ'REMENTS 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. 9. FIRE HYDRANT MARKERS SHALL 8£ 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 SHALL BE RE-ESTABLISHED, PfRPETUATED, AND DOCUMENTED PER PROFESSIONAL LAND SURVEYORS ACT. WORK THE JO. TWO /2/ SETS OF SURVEY (CUT/ SHEETS SHALL Bf PROVIDED TO THE CITY ENGINEER/NS 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 HfALTH STANDARDS, LAWS AND REGULATIONS. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCT/ON OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REOU/REMENT SHALL APPLY CONT I NUOUSL Y AND NOT BE LIM I TED TO NORMAL WORK I NG 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, PRIOR TO TRENCHING OR FORMING AND SHALL BEAR THE COST OF ALL REWORK THAT RESULTS FROM PROCEEDING USING INCORRECT STAKES THAT ARE NOT VAL/GATED BY THE CONTRACTOR PR I OR TO CO/WENG I NG CONSTRUCT I ON. 5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROS I ON AND SIL TAT I ON THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS, HAY BALES, TEMPORARY DES IL TI NG BAS I NS, DIKES, SHORING, ETC./ UNTIL SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER. 6. THE fXISTENCE ANO 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 TH IS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK, WHETHER SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED I I. STREET LIGHTS PROPOSED BY THIS PLAN ARE PRIVATE. THE PRIVATE STRfET LIGHTS ARE OWNED AND OPfRATED BY THE HOA. PRIVATE MAINTENANCE RESPONSIBILITY IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL 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. IS COVERED BY AN ENCROACHMENT PERMIT, PR 03-123. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVf EXERCISED RESPONSIBLE CHARGE OVER THE DES' I GN OF THE PROJECT AS 7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EX I ST/ NG ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR REPLACE ITEMS REQUIRED TO REMAIN IN PLACE I\HICH ARE DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION OF THE APPROPRIATE AGENCY. DEF I NED IN SECT I ON 6703 OF THE BUS I NESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRfNT STANDARDS'. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS' AND SPECIFICATIONS BY THE CI TY OF CARLSBAD DOES NOT RELi EVE ME, AS' ENG I NEER OF WORK, OF MY 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. RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HUNSAKER B ASSOCIATES ADDRESS: 10179 HUENNEKENS AVE CITY, ST.: SAN DIEGO CA P.£. NO.: RC£ 48670 EXP I RAT ION DATf: ~6=1~3=0~/04=--------- SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL TOP06RAPHIC SURVEY BY SAN LO AERIAL SURVEYS /1-30-97/ AND FIELD SURVEY BY O'DAY CONSULTANTS IN APRIL, 2001. TOPOGRAPHY SHOWN HERfON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PER LA COSTA GREENS PHASE I GRADING PLANS, PROJECT NO C.T. 99-03, DRAWING NO. 397-2A REFERENCE DRAWINGS CITY OF CARLSBAD DRAWING 397-2, 397-2D, 397-2A OWNERS I PERMITTEES REAL ESTATE COLLATERAL MANAGEMENT COMPANY, A DELAWARE CORPORATION 1903 WRIGHT PLACE SUITE 180 CARLSBAD, CA 92008 I 760/ 929-2701 LEG.AL DESCRIPTION BEING A SUBDIVISION OF LOT 10 OF CARLSBAD TRACT NO. 99-03 LA COSTA GREENS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALI FDRN I A, ACCORD I NG TO MAP THEREOF NO. I 4543, FI LED IN THE OFF I CE OF THE COUNTY RECORDER OF SilN DI EGO COUNTY, FEBRUARY 12, 2003. PROJECT LOCATION TH IS PROJECT IS LOCATED WI TH IN ASSESSORS PARCEL NUMBER (SI 213-1/2-01 THE CALIFORNIA COORDINATE INDEX OF TH IS PROJECT IS N 1983 E 6252 BASTS OF BEARINGS TC GB BVC £VG VP/ BC EC HP LP FL DWY FS PRC ST. cc CB PUE THE BASIS <JF BEAR/NBS FOR THIS SURVEY JS THE CALIFORNIA COORDINATE SYSTEM -1983, ZONE VJ, 1991 .35 EPOCH, NORTH AMERICAN DATUM OF 1983 {NADB3}, 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 SURVfl' MAP NO. 17271, FILED IN THE OFF I CE OF THE SAN DI EGO COUNTY RECORDER ON FEBRUARY 8, 2002. IE: N 35•47• 12" W 9. 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 ENGINEfR OR OTHER PROFESSIONALS SHALL BE COMPLETED AT THE CONTRACTOR EXP£NSE. LEGEND OF ABBREVIATIONS WP OF CURB RT RIGHT GRADE BREAK LT LEFT BEGIN VERTICAL CURVE 7W TOP OF WALL END VERTICAL CURVE PCR POINT CURB RETURN VERTICAL POINT OF INTERSECTION MVC MODIFIED VERTICAL CURVE BEGIN CURVE CL CENTERLINE END CURVE BW BOTTOM OF WALL HIGH POINT N. T.S. NOT TO SCALE LOW POINT CTB · -:· CEMENT TREATED BASE , FLOW LINE RP RADIUS POINT DRIVEWAY £OP EDGE OF PAVEMENT FINISHED SURFACE CDS CUL-DE-SAC STATIONING POINT OF REVERSE CURVE RCP REINFORCED CONCRE:TE PIPE STREET SD STORM DRAIN CENTER OF CUL-DE-SAC KNU KNUCKLE STATIONING CURB PUBLIC UTILTIY AND ACCESS EASEMENT FIRE HYDRANT LAYOUT PLAN SCALE 1 "=400' • -ti r-,__ ><e, ' ., ..,l r ENGINEER'S NOT]j!S {CONT.) 10. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCT/ON, WHICHEVER OCCURS FIRST, THE: CONTRACT<JR SHALL NOT/ FY THE ENG I NEER OF WORK IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR. I I . THE CONTRACT<JR SHALL NOT I FY THE SURVEYORS 48 HOURS PR I OR TO BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN NECfSSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK WITH A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS ARE CONSTRUCT£D 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 15 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. 13. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION IS REOU I RED FROM THE BUILD I NG DEPARTMENT FOR ALL RETA I NJ NG WALLS. 14. THE SO I LS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE I NCIJRPORA TED INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCTION SHALL CONFORM WITH AND BE SUBJECT TO ANY TESTING DR INSPECTION REQUIREMENTS IN THE REPORT. 15. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TEES IN WATER SYSTEMS PURSUANT TO THE APPR0PRIATE WATER DISTRICT STANDARD. 16. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN /NO/CAT/NG ALL STREET LIGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVI CE POINTS PR I OR TO ENERGIZING THf 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 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 ING ADDITIONAL CONNECTIONS OR REAL/SN/NG THE SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REG I STEREO ENG I NEER RESPONS I BL£ FOR THE REVISIONS. STORM DRAIN NOTES /. STORM ORA IN PROF I LES SHOW A GRAPH I CAL REP/i/ESENTAT I ON OF THE CALCULATED HGL DURING THE DESIGN .SFORM, AS REO/JIRED BY THE CITY. THE CALCULATED HGL CAN BE FOUND IN THE . APPROVED STORM 0/ilA INAGE RE:POFIT ON FI LE AT THE OFF I CE OF THE CI TY ENG.I NEER. ErJG/ NEER IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAKI NG ADDITIONAL CONNECTIONS OR REALI-GN/N6 THE SYSTEM. CHANGES TO THE SYSTEM, REOU I RE APPROVAL OF A FIEG I STEFIED ENG I NEER RESPONSIBLE FQR THE RfVISJONS. 2. STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT IJR ABOVE THE PI PE SOFF IT SHALL BE CONSTRUCTED WI TH WATER TIGHT JO I NTS WI TH AMERON REINFORCE CONCRETE PIPE WITH REINFORCED THERMOSETTING RESIN ( RTR / COUPL I N:G OR EQUAL FOR THE ENT I RE REACH. COUPL/ NG SHALL MEET THE REQUIREMENTS OF ASTM C76, C36 I , AND C443. 3. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND SHALL HAVE A MIii/MUM COVER OF 1-1/2 INCH OVER THE INVERT REINFORCJ.NG STEEL. THE CONCRETE DESIGN STIIENGTH IN THESE REACHES SHALL BE le = 5,000 PSI. FOR VELOCITIES EXCEEDING 30 FEET PER SECOND, USE le = 6,000 PSI. 4. INLETS TO BE STENCILED TO SATISFY SUSMP AND SIMIIP. \ \ """I )7 0 °""' o. 0 0 COSTA "' ~ \\ CITY OF ENCINITAS \ ,"l VICINITY MAP NTS SHEET INDEX NOTES AND LEGEND SHEET I KEY MAP AND SECTIONS SHEET 2 IMPROVEMENTS SHEET 3-12 SEWER LATERAL TABLE SHEET /3 F MARCOS II x"'(lrtSSiGtrw, v~~ If!} J.if.4◊~·..._% /;,-.....;,~ '\,\ -~\ ;:,--:, ~' /2:3, jY'\?'0\ '"-'/ NO r c•11 "', I ;:x; • ,.,-460, ''" f ;ol \ \ Exp. os 30-08 I } 1, ~ I f \ ' _,/ / \ ~>;'.:·:_~~~ / ~'{£[£~"" .... ,, ... , .... CARLSBAD UUNICIPAL WATER tJISTRICT 4-~!!•C~~F PdAW IL ll /\.ME. WMMER.~ .r/4./p'/ Dfu' DtfillC.T EN6111EfR R.CE ;;i_g171, EXP 3/31/06 LEUCADIA WASTEWATER DISTRICT CARLSBAD RRE DEPARTMENT BENCH MARK IMPORTANT NOTICE HUNSAKER PUBLIC SEWER SYSTEM APPROVAL REQUIREMENTS: DESCR/PllON: BRASS DISC IN WEU. MONUMENT SECTION 4216/4217 OF THE GOVERNMENT CODE APPROVED BY: LWD DISTRICT ENGINEER NUMBER OF F.H. 's _JJ}_ F.FLOW1.5ll0G.P.M. 0/JT OF_l_ F.H. 's (S.D. co. CONTROL PT. REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ///o:i/o7 RZAII '3\ '¾_ S-&l11..r " WORK TO RE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSFRUCTION, AS DIRECTED BY TH£ CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS. 3. 4. 5 . THIS SET OF PLANS. RESOLUTION NUMBERS 5472, 5016, 5473, DATED OCT. 15, 2003. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. 7. 8. 9. SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC. SOILS AND TESTING, INC. DATED, JUNE 25, 2001, UPDATE LETTER DATED 12/16/03. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MA y BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. FINAL PROGRAM £/R 98-07. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF WATER, RECYLED WATER, & CARLSBAD SEWER 10. 11. THE LEUDADIA WASTEWATER DISTRICT _STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF LWD SEWER. STDRMWATER MANAGEMENT PLAN F()R CT 02-23 PREPARED BY HUNSAKER DATED APRIL 15, 200.3. DESCRIPTION SUBDIVISION BOUNDARY RIGHT OF WAY LINE PROPERTY LINE EASEMENT LINE A.G. PAVING/BASE ALL WEATHER ACCESS ROAD 6" TYPE G CURB & GUTTER 8" TYPE 8-1 MEDIAN CURB PEDESTRIAN RAMP TYPE "A• CROSS GUTTER MODIFIED CROSS GUTTER CONCRETE SIDEWALK DRIVEWAY LEGEND STD. DWG. **G-2 ***G-6 **G-27 *"*G-12 "'GS-10 **G-7, **G-9, **G-10 ***G-14B SYMBOL --------- PROPOSED SIDEWALK UNOERDRAIN {SEE DETAIL SHT. 2) **D-27 PRIVATE STREET LIGHT 9,500 LUM (HPSV) ***£-1, **E-2, **M-21 o-Q L STREET CENTERLINE MONUMENT EXISTING STORM DRAIN PROPOSED 18" RCP STORM DRAIN PROPOSED CURB INLET TYPE "B" PROPOSED CURB INLET TYPE "B-1 • PROPOSED CURB INLET TYPE "B-2" PROPOSED CLEANOUT TYPE "A-4" PROPOSED CLEANOUT TYPE "B-5" ADJUST EXISTING CLEANOUT TO GRADE PROPOSED CATCH BASIN TYPE ''F" CURB OUTLET CONCRETE LUG CONNECTION PROPOSED SEWER MAIN(SDR 35) PROPOSED SEWER MANHOLE PROPOSED SEWER CLEANOUT **M-10 ""*D-2, *DS-1 ***D-2, *DS-1 ***D-2, *DS-1 **D-9 ""'D-10 **D-7 **D-25 **D-63 *""*5-11 ***""S-4, ****S-3 ****S-8 [9 c::!9 ~-------p --=[] ------ -s---0-- -s--------u PROPOSED SEWER LATERAL ****S-17, ***"S-18 @---- EXISTING SEWER LATERAL (PER DWG 397-2) ****S-17, ****S-18 @)--- EXISTING SEWER ----:,~------ PROPOSED 8" RECLAIMED WATER MAIN ---Rw-- EXISTING WATER LINE PROPpSED WATER MAIN PROPOSED 1 " WATER SERVICE GATE VALVE FIRE HYDRANT ASSEMBLY WITH MARKER END CAP ASSEMB/,.Y 2" AIR VAC ASSEMBLY 2• BLOW OFF ASSEMBLY 2• MANUAL AIR RELEASE ASSEMBLY 2• IRRIGATION METER *W-3 *W-16 *W-12 *W-15 *W-7 *W-6 *W-6 STREET SIGN, (TYPE PER PLAN) SDM-102 PER CAL TRANS TRAFFIC MANUAL DOU8LE STREET SIGN, (TYPE PER PLAN) SDM-102 12· WHITE LIMIT LINE, ·srop• PAVEMENT LEGEND PER CAL TRANS TRAFFIC MANUAL (THERMOPLASTIC) --w-- <?)--- ~ FH -·----:3 __ AVA 11:::-.- __ B09 _ _MAR 11-- 0>---- -,,- -t STOP QUANTITY 186,029 S.F. 1,958 S.F. 10,489 L.F. 392 L.F. 12 £.A. 2,116 S.F. (INCLUDED ABOVE) 50,400 S.F. 12,621 S.F. 64 £.A.. 20 £.A. 27 £.A. 1,742 L.F. 2 £.A. 7 £.A. 1 £.A. 2 £.A. 7 £.A. 7 £.A. 1 £.A. 1 £.A. 2 £.A. 3,256 L.F. 72 £.A. 3 £.A. 64 E.A. 612 L.F. 5,234 L.F. 6'4 £.A. B £.A. :ro £.A. 2 £.A. 3 £.A. 8 £.A. 3 £.A. .3 £.A. 1 £.A. 6 £.A. 5 £.A. * CITY OF CARLSBAD/CMWD STANDARD DRAWING "AS BUILT" "" COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWING ""* AS MOtJIAED BY THE CITY OF CARLSEJAD STANDARD;, ~. / o({?,.~-t:= tt/6/47 **** LEUCADIA WASTEWATER DISTRICT STANDARD DRA'l(l/f/GS OF WORK ENGINEER DATE ~rt<:t:2~ RCE <f:8&'7Q EXP. 11?! 3()/08 ~Je/41/ REVIEWED BY: .,,IL I.. 11/r~z ,/7~ -DATE R.C.E. NO. 413670 EXP. 6/30/04 INSPECTOR/ ---.. DATE I SH;ET I CITY OF CARLSBAD SHEETS 13 ENGINEERING DEPARTMENT PRIVATE: STREET & PUBLIC IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.10 & ASSOCIATES APPROVED /",::,,4_ LLOYD 8. HUBBS R/800-288+89 EC) ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE ,j12./o4 0, REV/'i,E. Se.WE{< LATE!<A.LS S,JJEE.T'S 7-q $1z. '7/1'/tJ '-f .A"t--0 ,_ ., ~~ ~, ~-;~ ¢ 6, 'I-LOCATION: ON EL CAMINO REAL, 2.63 Ml. VALID. FOR YOUR DIGALERT I.D. NUMBER CALL te.L.M CITY E~E?:iliB9°a Ex::zz,721,{05-", DATE. SAN DIEGO, INC PLANNING 10179 Huemekens Street ENGINE!ltlNG San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX(858)5511-1414 ~~· ✓SDEERWG 7;1.£. DUDEK AND ASSOCIATES Bl. gG. SPRINKLEJJ? YEs--@)_F.FLow.J!i!il,c.P.M. <fh~/4r I -~--1-~V ~/1~9"( 26514 DATE EXP. 03/31/06 trltft .1t4·. • l / TE NL 'Y FROM IA COSTA AVENUE UNDERGROUND SERVICE ALERT AT: 7/tzio4 RLM RECORD FROM: NORTH COUNTY CONTROL DATA TOLL FREE 1-800-422-4133 DATE INITIAL ELEVATION: 311.41 NGVD 1929 TWO WORKING DAYS BEFORE YOU DIG ENGINEER OF WORI 'f\ t<EVt<:,E. nR1VEWA'< l.QrA1JOAi'S, WATE~ : , ., IA '-#W 1.ATE.R.4LS SliEE:1"5 ?:,,1,-q, il•/2. , ' DWN BY: PROJECT NO. _., DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ~ij): CT02-20 406-,5 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: • • R, \ O 328 \ 1.E ng \IM prove Men ts \0 3 28io.01.clw,JC 12 75 l Apr-16-2004110151 W.0. No. 2352-69 1 L WD SEWER NOTES 1. LWO APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLJCANT, PRIVATE ENGINEER OR WORK, OR CONTRACTOR FROM RESPONSIBILJTY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN MATERIALS, AND CONSTRUCT/ON WORK SHAl.l.. CONFORM TO THE LEUCADIA COUNTY WATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE .. STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVEN OF CONFLICT THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFITY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHAl.l.. 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 PROVE 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. NEJTHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. 7. PRIOR TO CONSTRUCT/ON, 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 CONSTRUCT/ON AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 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 EJY SUBMITTING A DETAIL PLAN TO THE DISTRICT 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 TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST EJE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, Tin.£ 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. 12. ALL SEWER FACILJTIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATER/NG CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN A DRY STAT£ 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 DISTRICT 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 STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UT/UT/ES SHOWN ON THE PLANS AND OTHER · EXISTING FACILITIES OR STRUCTURES 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 EJE POTHOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COM PL YING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT UM/TED TO, TRENCH SAFITY AND CONFINED SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALJF/ED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LWD STANDARD SPEC. 18. SEWER E:LEVATIONS SHOWN ARE INVERT ELEVATION (I.E.) INSIDE BOTTOM OF PIPE. 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCT/ON. 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 FINAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL EJE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OR WORK. 22. THE CONTRACTOR SHALL PROTECT All SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE-ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR AU.. SIGNING AND STRIPING. 2. SIGNING, STRIPING ANO 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 ANO STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING ANO STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL.) 8. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING ANO 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. 7. EXACT LOCATION OF STRIPING ANO STOP LIMIT LINES, SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICT/NG PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL EJE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS. 10. LIMIT LINES ANO CROSSWALKS SHAU.. BE FIELD LOCATED. CROSSWALKS SHALL HAVE 1 Q' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES ANO FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAFFIC MANUAL UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL EJE SQUARE PERFORATED STEEL WEJING WITH BRD.!<}\WAY BASE P 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 YARO AT 405 OAK AVENUE. 18. AU.. SIGNS SHOWN ON THESE Pl.ANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR 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 NOSE, THE R7 SIGN SHALL BE 1.B"X24" AND THE N-1 OBJECT MARKER SHALL BE 12"X12". CMWD WATER NOTES 1. WATER MAIN AND APPURTENANCES SHALL EJE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RULES AND REGULATIONS FOR THE CONSTRUCTION OF POTABLE WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT," OCTOBER 1993 OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE OMS/ON OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA N071FICATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFITY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EX/Sr/NG C.M.W.D. LINES, A PERMIT SHAl.l.. BE OBTAINED FROM THE C.M.W.D. OfflCE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN (7) DAYS BEFORE CONSTRUCT/ON BE:G/NS. CONT.ACT CITY OF CARLSBAD ENGINEERING DEPARTMENT {[760] 438-3891) FOR SCHEDULJNG. Pt PL TYPICAL SWALE i l II FUTURE DRAIN BOX TO RW / .J CONNECT TO SIDEWALK -+'=4)-UNDERDRAIN PER PRECISE / GRADING PLAN ____ J~~TE5!RL!,LA~!!,RA1:.~=i.Y2...jb.___:::::::.!SEWER~'gf! LATERAL II SIDEWALK UNDERDRAIN PER SDRSD 0-27 CURB 7 TYPICAL SlDEWALK UNDERDRAIN DETAIL NTS NOTE: EVERY LOT SHALL HAVE 1 SIDEWALK UNDERDRAIN PIPE PER SDRSD D-27, LOCATIONS SUBDIVISION BOUNDARY ----~~-5':f:,.. 8!..J;!.~~2lL'1I::f!.1!.!~(:_t'0!J-S-----,...--• . .,_-__,~ AS·IIU/Lr PAVEMENT SECTl"N!I "_;,, STAT/()N A.C../Cl. .2 aASt:. /'(-~ \ TANZAIVJT£ PlACt:. 9 r(,,/ TO /3-tOO 4-"/5" 20 j /31"00 TO //f,t-C10 4'/<o_" It;, <' /b+-OOT0/9+00 4"-/(i,," 15 , /9+0() TO .22-HJO 4·•/6," l<o i 22rOO TO 23r58 4-"l7" II ( CITR.JNE a?IVE q t-4B TO J2-t5() 4'"/7" 8 I l2-t50 TO /(,,-tOO 4"18" 5 1 /(,,t-00 TO l"rrOO 4"/7" II \ !"I +-00 TO ..22 tOO 4-··/8" 7 ' .22t-OO TO 24+-50,, 4'"/7" 8 200 0 AS-BUJt.r PAVEMENT LEGEND SUBDMSION BOUNDARY RIGHT OF WAY SHEET NO. RR£ HYDRANT PRIVATE STREET LIGHT STORM DRAIN WATER LINE SEWER LINE @ [XX] (:)--o --!ol= ~~ \ •, ..#:. ::CJ$._ ?~ ·\\ t "e i ' ' ' ' . ,f '11, .. li 1:1' 'i : THE GREENS NEIGHBORHOOD 1. 10 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. 5. THE CONTRACTOR SHALL NOTIFY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY EJE PROVIDED -TELEPHONE NO. {760) 438-3891. $TAT/ON ( SeCrttJI,($ A.c./cL.:2BAS£ R-VALtlE. EY MAP K 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 SHAl.l.. ONLY BE 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 EJE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED EJY LWD ON THE PLANS. 27. A 2-/NCH HIGH "s' SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION EJY THE CONTRACTOR. 28. A 10 GAGE SHIEWED COPPER WIRE SHALL EJE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHAl.l.. TERMINATE 5• ABOVE PAVING SUBGRADE WITH ANAL 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 EJE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL EJE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETn.EMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCT/ON IS NOT IN PROGRESS. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE UM/TED TO LESS THAT ONE-HALF OF THE ANGLE RECOMMENDED BY THE PIPE MFGR. 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE. 34. MANHOLE BASES SHALL BE MONOLITHICALLY 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. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2• EJY 2• BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS-210 EJY PRESS-SEAL GASKET CORP., OR APPROVED EQUAL. 35. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, 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 APPLJCANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL EJE DONE AFTER CONSTRUCT/ON OF ALL OTHER UTILJTY LATERALS. 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 6. NO TREES OR STRUCTURES SHALL EJE 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. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL EJE PROTECTED EJY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DIRECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION 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 SERVICES SHALL BE 1• AND ALL POTABLE WATER METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 1. 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 5 FEET. 4. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 20' * 3' MIN. 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 5-4. 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 15" OR GREATER; 2) ALL MANHOLES WITH INLET PIPE SLOPE 5% OR GREATER; 3} ALL EXISTING MANHOLES WITH NEW CONSTRUCTION; AND 4) ALL MANHOLES WITHIN 7,000' DOWNSTREAM OF A FORCE MAIN DISCHARGE TO GRAVITY SEWER. , > \ HELEN/TE !"LACE. "I -t 77 TV /3t-OO 4-"/7,, /2 ~ 13-t-OO 7V 15-NaO 4•/8" 7 15 t-50 TO /{,, ri!JB ,r-··/4,. ::,.7 < !VOi'( Y Pl.ACE. 10+00 TO l.3+00 4'"/7"' II !3+-00 TO /(,, t-50 4-•/7 .. /0 l ' lb t-GO TO ..2.0+00 4 "/ 8" 7 ,I .:i.o-,oo T() ~,-gr,, 1"/B" ~ 1 •' -...._.__, ___ '• -B(J'PRlvAfi 5/REE(/PUBLIC JnuiY E:ASEMENf-.. , .. J' 42' £ 38' 12.5' 27' 23' 12.5' EXIT ONLY 10 MEO/AN. TRA\1:L ' 5' 7.5' 13.5' • 13.5' 5· 5' ~L ' 7.5' 5' ~-' .. IRA.~ ' ' IRAlfl/lflll'I . 6" rwE G CURB /~s1DEWALK AND GUTIE\ ..4.. 2% HO•H -,. _15.. . I A_ f.l _,, -II' ' -_._ _______ -~..a C "!""........, ___ ----.1..-.::-..-.t I -•· -,/ ~6- Scfr AS~11.!f.T-fY~T-~~.:;y 4 A.C. PAVEMENT AND 4" BASE (MIN.) SEE SJREET NOIE 1 71=5.0 PORTION OF PRIVATE CITRINE DRIVE NTS PVT STREET UGHT ' 3' MIN. -<·7 NOIE: PVT STREET LIGHT PR/VA TE STREET/PUBLIC UTILITY EASEMENT 60'/56'* ..::::!!====, 30'/2ci'* J' 13'/IO'* 17' 18'* . MIN. 6 5' 7.5' 4.5'* :=-...,..-SID£ WALK 2.0' * DENO"fiES 56' 'MOE R. 0. W. VlfTH 36' WIDE CURB TO CURB ** SEE NOTE 1 BELOW PRIVATE TANZANITE DRfVE, 30'/28* 17'/18'* 13'/70' 5' ~5• T/=5.0 LOCAL STREETS 71=4.5 CUL-DU-SAC Ml , PRIVATE CITRINE DRIVE, PRIVATE HELEN/TE PLACE AND PRIVATE IVORY PLACE NTS ENGINEER or WORK 1. 3' MINIMUM SETBACK TO HOA MAJNT.AINED SLOPE. 7').9/or TOP /TOE OF SLOPE AT f OTHfRWISE, UIILESS SPECIF/CALLY DIMENSIONED. HUNSAKER & ASSOCIA .. TES SAN DIEGO, INC PIANNING 10179 Huermelcens Street ENQNEERING San Diego, Ca 92121 SURVEYING PH{658)5511-4500· FX(85&)558-1414 "AS BUILT" 12. t2'~ ~-/4 ✓ Rc.f Lae.70 EXP. (o/30/08 Dl;TE . REVIEWED BY: -100' PR/VA 1E STREET/ PUBUC UllUTY EASEMENT ~✓/k,i: ,dlk 1/ /J$/47 R~,1-l'ITIN DATE ' ' R.C.E. NO. 48670 EXP. 6/30/04 INSPECT<>!> T DATE 50' 16' MIN. 23' MEDIAN 50' 21' MN, 20' 7' 5' 8' 3' 6" TYPE G CURB MIN. AND GUTTER\ I ,ll~~2%~i-----"\ 2%-F1 71=5.0 PR/VA TE STREET ** SE:£ NOIE 1 ABO,£ PORTION OF TANZANITE DRIVE NTS /l/=/<'7 Jf'LA1 $\'AS-BUILT" DATE INITIAL EN.GINEER OF WOR! REVISION I S~ET I CITY OF CARLSBAD LEJ ENGINEERING DEPARTMENT 3 PRIVATE STREET & PUBLIC IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.10 APPROVED =_,.e LLOYD B. HUBBS A ./ --4 . -J..-:.1 ;?;/~L<!.> t. CITY ENGINEER &llCE .,, EXP 1?/ ,1 /05--DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: GVP CT02-20 406-5 DESCRIPTION RVWD BY: ,.] i,(C, OTHER APPROVAL . CITY APPROVAL R, \ 0328 \&Erg\ I r1p rave r1 en ts \03 28io.02. ci wg[ 12 75] Apr-20-2004, 18 ,o 9 W.O. No. 2352-69 ______ ] ____ :_L - . ----_J - ·-·--I -----T· ·:_:~___:__:__:__:__:..::.:-_··-· -----+- ' -----f- ' -----+- Q BEARING/DELTA 7 N 33"43'20" E 2 N 33"43'20" E 3 24"48'33" ----+------ -1--- ~-----+---• ··f ,-- --j---; ---;--- --------·r:=--- ----···--····-· ·-----f-i --, ~==:==:1 :-====== =· r·=----------~ --·----:-:--:-L CENTERLINE DATA RADIUS LENGTH 146.23' 237.27' 500.00' 216.50' PRIVATE CURB DATA □ BEARING/DEL TA 213"09'17" 2 N 50'77'58" E 3 15·34'39• 4 N 33"43'20" E 5 N 35'59 '53• E 6 N 33"43'20" E 7 24'48'33• 8 24"48'33" 9 N 33"43'20" E 7 O N 33"43'20" E 77 16'34'38" 72 N 17"08'42" E BEARING/DELTA N 33'43'20" E RADIUS LENGTH 38.00' 147.37' 50.00' 100.00' 28.93' 45.72' 25.18' 225.33' 483.00' 209.14' 517.00' 223.86' 191.24' 10.92' 100.00' 28.93' 50.00' WATER DATA RADIUS LENGTH 159.15' ---<--. REMARKS REMARKS 6" TYPE G C&:G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&:G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&:G 6" TYPE G C&:G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G REMARKS 8" PVC CL 150 2 N 33"43'20" E 248.50' 1 8" PVC CL 150 3 24"48'33" 511.00' 221.26' 8" PVC CL 150 PRIVATE STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 7 N 40'08'33" W 24.73' 18" RCP 1350-D* * WA 7ER TIGHT JOINTS +-- LEFT CURB RIGHT CURB LEFT CURB RIGHT CURB , ·---------_ ..... -+-....... _--+--!-:~_: ~'. L,--- -----~'-_--_----~-:;_-_ ----1-==-: -------:-_:-_-_-,_,-_---,--:::::~J_., •_-_i:::i:~--:= -···,-----------, -------------- . .... --. ---- --t=-----------'---- +--~·--, i OF -···-·•• 102 : -----! : _____ , _______ , __ -- -----"-------'--------+~~ .--•-•--t--1 - -. .-\- 0) G-------=r: ----.. ---- --• ----------------I 21+37.38 CDS= 9+61.82= 20+00.00 SD TYPE B IN~,~~\ t~oo 7-C'-\ 14 NOTE: 13 ------t ----t • 10+00 ALL SURFACE IMPROVEMENTS ON THIS SHEET (PAVING, CURB, GUTTER, SIDEWALK, AND STREET LIGHTS} ARE PRIVATELY MAINTAINED. ALL UNDERGROUND UT/UT/ES ON THIS SHEET (WATER, SEWER, RECYCLED WATER, STORM DRAIN) ARE PUBLIC. ADJUST ALL EXISTING STORM DRAIN CLEANOUTS TO PROPOSED GRADE. ----------, ·-- 12 15 -----·------~ T "--f-"'------'="-'--'--'-"--cc-cc-c_---"i-1 ----,---- ----------------t---__ ,_ --------------·-··>-·-· 11+00 12+00 13+00 fl 11 c:, I Ii I IVORY PLACE SEE SHEET 6 ~ NOTE: * POSmoN VALVE BOX OUTSIDE OF CROSS GUTTER 10 LWO SEWER EASEMENT REC-:'"::":"!''-':':":7:::-:c. DOC -"""'-"''-"''-L!a...,,_Tj 63 0, -!-~ fl 9 64 PR/VA TE TANZANIT£ DRIVE 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. NL 'y FROM lA COSTA AVENUE RECORD fR()l,f: NORTH COUNTY CONTROL LMTA ELEVATION: 311.41 NGVD 1929 14+00 15+00 8 ll:i a: --~~---~---:- .-:,f~ -- ~,.Y,_,,__:/::::s.•.,:_,:;::•"-:.~'.'-~--;-•. ~;_.:'..,..-:: -~.; =-:."~··:·· ~-.!.--: • "ffi,1:: ,, "0" ~ ' " ~ " » "'"""""""-"'" -!-.... - HUNSAKER & ASSOCIATES SAN DIECO, INC PLANNfNG 10179 Huennekens Street 67 7 ·--_-; -----·-------------~--- ------------'·-. ' ---:-i --___ ( __ -- EXISTING 20' LWD SEWER EASEMENT REC FEB 25, 2004 AS DOC. NO. 2004-0148558 40 80 -'------ --' ----:, -__ -: ______ :~-- ---------------' .... _,. _, __ , __ _ ---+--c-c~ -----'---- ----I ------'.-- -,~• =21J)g;J_'-c ' • - L/4=;'12,$_Q' : [./4-=7:.23' _ --.,, ---, 0018 _ rn ----_-1_~---------, .... -~ ---- -•--· :,-.. __ <-SoF'='==jc~"'- -----~ ---;,:.;,__· C,ti t<\~ _ f!l 120 HORIZ_ : VERT. • --+ - i "=40' 1 "=8' SCALE 1 '; 40' _:;;::::-PUBLIC UTILITY AND ACCESS EASEMENT PER FINAL MAP I -."") __,I -STORM DRAIN \ 1~:,, PER DWG NO 397-2 SHT 39 . zt\ \:-,,e \·~,,-' .\, )---4,\--%/: PE:DESTRIAN ACCESS SID£WALK SEWER LINE / '\·Y--PER LANDSCAPE PLANS PER DWG NO 397-2 I<\ DWG. NO W6-5L ENGINEER Of WORK ~.~~~«,L R ONO L MARTIN R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" EXP. (c,/30/08 Vffir REVIEWED sr, ~ " DATE i--",<'?~~~='7"::',(d~~~~====~ INSPECTok/ -_, ~ ENGINEERING DEPARTMENT L~ ~---------------~ CITY OF CARLSBAD PRIVATE STREET & PUBLIC IMPROVEMENT ANO UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.10 DRAWING NO. 406-5 ENGNEERING San Diego, Ca 92121 ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL SURVEYING PH(858)S58-4500 • FX(BS3)5513-1414 R \0328\&Eng \lrproveMents\0328ici0 3.dwg[ 1275JA pr-20-2004,)8,17 W.O. No. 2.352-69 _ _..J...: 1,17.6! --•T . _____ t : :::f .... I _____ r·· ' -----------i----,----,---r --<1:-:::J: 0•.·•••••·••r l••••••-••··••--:-'-_•=-~ii-•----•--•-·•-,•-·--••"-1·•-•c·\\f______ _ •---:~'~ ---I ------_, __ -- i· ··-1- -----:i:_· ---I -__ , __ _ ·!-• •ct ' ----' -_----1- -+- : .... ._;. ---------~~---, ___ ------1 ....... :c:: ......... ,. ----==l· --------,- L -------!::: ________ -+- ----:---- ---, ---'---'===-i:::.::.:..:_::_ ::::L .... :!·------1-- -------------------·-. ··------·--=t::. ' _:__] . ~+. -------. --'----I ... -+----_' i __ j __ --' -·--------,-------····r-:..:..:..:..:. ------c______'._'. • ------•p• ------·--t_ TOPOF = , ! L~Pf C[!RB 104------+----+- -----•••• J ••• ---_::_!:_ ... !. -----~--_,-_-·:__;:__· __ --·-·-·---+-- ------: : :: ·: ~ : -- ---------T - --_-__L_ -------------.. t::·· -----------, :::::1:: .. -~- ··--r-- ------------·· -~-- -----__ , __ --, --~i----' ---... , .. ------------ --TSO.do' 'k]. IP_ ST'A .,a+2ao0 .• , ----------:_: __ : :~~f-El_'!=_ __ }/:j'J!.79-:-: ---~:-~--·-___ :J:: ----------~::--_________ , ______ , ·---·S -___ • • ',-GI ' 1,1)0$, __ G2~7-'o6Jl_ _____ -_ !- -.,_ t-- ____ : _____ !_ --________ r ~-----;- f-I -----1 - -----1 --___ , __ ---_____ J_ __ _ -_______ ] - -------------: --·---~_:_:-_:_:_:_ ---: -----:--------! - 8~~=:;=~~w~~~~=-==-=:=~-.--F~-----'---,'-,--c=~-===i=~=='i------=+=='f-=---=----'~P:fifi=-----==i='-=·~-.-- 0 2 3 4 □ 2 3 4 5 6 7 8 2 3 4 0 , __ ---, --,-- CENTERLINE DATA BEARING/DEL TA RADIUS LENGTH 7°29'47" 500.00' 65.42' N 1·25•00• E /29.69' I 5•42'00· 500.00' 49.74' N 7°07'00" E 205.15' PRIVATE CURB DATA BEARING/DELTA 7°29'47" N 1"25'00" E 5·47 •50• N 7°06'50" E N 7°06'50" E 5·41 ·so· 7°29'47" BfARING/DE:LTA 7°29'47" N 1"25'00" E 5·41•50• N 7°06'50" E RADIUS LENGTH 483.00' 63. 79' 129.61' 517.00' 51.41' 205.25' 205.25' 483.00' 48.03' 129.61' 57 7.00' 67.64' WATER DATA RADIUS LENGTH 511.00' 66.86' 129.67' 489.00' 48.62' 205.25' REMARKS REMARKS 6" TYPE G C&G 6" TYPE G C&:G 6" TYPE G C&:G 6" TYPE G C&:G 6" 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 PRIVATE STORM DRAIN DATA BfARING/DE:LTA RADIUS LENGTH REMARKS N 86'23'04 • W 3.23' 18" RCP 1350-D __ , -, -------------' -----------, ---,-- ----------.'-:::ff t~:-----g: =~ t.,~::_: - -------1 ' ___ ,_ . ------_, __ --.. tQB _ -----,------..... ·-. -' ------,-- NOTE: ALL SURFACE IMPROVEMENTS ON THIS SHEET (PAVING, CURB, GUTTER, SIDEWALK, AND STREIT LIGHTS) ARE PRIVATELY MAINTAINED. ALL UNDERGROUND unLmES ON THIS SHEET (WATER, SEWER, RECYCLED WATER, STORM DRAIN) ARE PUBLIC. ADJUST ALL EXISTING STORM DRAIN CLEANOUTS TO PROPOSED GRAD£ : ----------, --~ 16+00 7 -!------------------:=+-- --------J-- -----7-- •• J ___ _ -.-... , .. - :_:: I 17+00 6 BENCH MARK DESCRIPTION: EJRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC) LOCAnON: ON EL CAMINO REAL, 2.63 Ml. NL 'Y FROM LA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATION: 311.41 NGVD 1929 --.-•--> ±·~~~bi' 1r-----,--c-. '= ...-<c_~_o,.i)il,i-&l!!il----+'--------. ·~, ----i T.___ _ _ ,-c__c_ ----=-= ------••••••J•-•-----•••T•••••~•• -----=-- ---------. - ' -----'------- ='-,isP- i _____ - --------L_ ::1 ~~:; _; l1--m~' _---'~---•-::~;:_-=-_+ f •_foc_._:_·---•-•~•-5~-□-•-~=-~G-·~-•_r, c~~,;~c_-~T'-'-c,;;;~'1'Iii\''-=""-~'-cs Hbvc-.~gc.,1.-.."'-..-; ~ :~ __,',--·· c_,IF'-_;;;;-;;--c_--_ TC'-=~~-_.__'_ :_=::,_..:,_;;.---:-:cc~~·t -.;.-. ~ ~ ---~~:::;;~;-----=---===/,CCfr::::::i:.::: --::-:'.'.'.'.,==::: ·_:/·:;:_\,,_<_-_---- -:::_;_;~ :::::;::;.;._f ···----·-··- ---------------------------- ----------- + -__ ,_ -----------·----' ..... ······=1 ' ___ ----_;-, --- ---+- -------------1 ' ---- , __ _________ ,, _______ , ---; -----------------l __ ' ---:-:::l.---< -----;-____ : ______ ; __ - ----_____________ I_ I ______ L_-::::::::::t: I ---.--.+- '~:__9oc..;.._ ~<ih-'>'~zLf==, :-::: -1--- 1=-=---·1 ::::-:~:~;='. ~~:~-~-: _____ _ ' --__ 11~"-~----------, ---ft~r~)- _________ -_-__ -_ ~----•--= t.. •••••••• H7 --±----'.-_-_,:--- ' --::::::::::::1 ---(') JNtik:Aii::i_ i}f;,l[)__ E_J:fY. i, •----, -.--•• -; . ' -: -[_ J_ IND/Q,,/E$_ -fj;jy. fflOM'REFE-RfNCE QIJAW/_N_t;$_ --+- PROFILE HORIZ. VERT SCALES 1 "=40' 18+00 19+00 20+00 21+00 5 4 PRIVATE TANZANITE DRIVE PLANNING ENGINEERING SURVEYING I I I I I I \ EXISTING GEME/i/AL \ UTILITY EASEMENT~ TO BE ABANOONED 1 ff_ 67 I I I I I I I \ I I I I 3 I '----~ ~ ~ I I I I I I \_ ff_ EXISTING 20' LWD SEWER EASEMENT REC FEB 25, 2004 AS DOC. NO. 2004-0148558 40 0 4 ~0 ■■■iii■■■■80 120 SCALE 1 '= 40' t=====i====t============================~=====+====~===~====11 SH~ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT HUNSAKER & ASSOCIATES SAN DIEGO, INC 10179 Huennekens Street San Diogo, Ca 92121 PH(858)551>4500· FJ((8s$58.14'4 °AS-E5Ul(.T " ENGINEER REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL :,____----~-~-.----~~---------, PRIVATE STREET & PUBLIC IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.10 APPROVED P-" LLOYD B. HUBBS A' <£ .... -e--4? ~ ::. r:--U. g.-,/41/ CITY ENGINEER ~GERBI FXP 7 2737 /05 DATE DWN BY=-----1 CHKD BY: cG=VLP---1 RVWD BY: PROJECT NO. CT02-20 DRAWING NO. 406-5 R, \0 328 \~Eng\ ]Mp rove Men ts\ 032 8 i QO 4, ci w g[l 2 7 5 J Apr-20-2004' 18,20 W.O. No. 2352-69 11 ••• -·1 • ---:-.-.-~ .. ~--~~---~--'----···-·-·-:-- 1 ---==~---· -------- :• :':• : : :: :+ cc•'ccccc•••·"'··· ••:·••~1_·••·· ········•~· ·--···---1:::·--···---;---:· --------~ -______ !__ ·------,· ----,_____ . ----··-----l····--.•• . . . -:------+------, ' -=-= ---· -----' -·-··-· ' ' --' --, -----,--------··•-"-·:...:..:..::..:_, -----f----··1 -- ~---·_·_·,_ ~ ---~-··············•'••·.•··•·•·&nJiJ}.J/18 •:•PROE!LE.•.l±J.·,10:;ill &izl• :•·•••·:•• • ••_·• ~ ---i -- --,---------------,--- _____ 1- ······l-- -----··:•142·· --------------------- ...... --•:0 · l4lJ.• ·:· :•:· -------' --------------------------·-----·----.. ·····'·· 136, ...... :-·~,. ------, __ -' : ---.--, ---,----· -:-------- o---;...--. --f--------~-·-··_··_···..c--: ~----_J__ ---------__ , __ ~---~ -----·-·· ' ---, -- --------4 •• _,_ ---C-- ---,-- I --------- ' ------··-------- ·······1 ---· --·----~· J: -··---·-,-- ' ____ [ ___ -···:<::::::t:--· : .I -- ------------------·----. ' ---·-·----··'--- ! --; _:_ ___ ... .... _, ----' -'----'----.. :r-· -·------· --- :,:::---------: --'_-- --------t I ----1 ---f--_!_ __ -. ___ j ___ l - ---------_,: _____ -·----_Q:: -----, ____________ J __ ---. . . . . . . . .. . .,. . . ,,. ' . . ·1, ;,,·'l--;.--;.--~-+---- --__ __ -,-________ 1-----,-c-c-ccc--c---===cc--,--~ ---· -: --· ::.: .. ::'1:·4i: · --.=t:.:..:.'_____ .. i~ -........... T ........... :-:=-=:--:-: 4=----.cc==~T ·. •--~. --: .... ='---• -~-+ ... , Ls .. -=--=-~:,,..+, ·~·.-2~_;-:--t-=_:::~·-.::-,-.. t--J. ~ .. ···••-;-~3-4-.. ---.. ·.-.. ~.-; __ · ... _, ~ · 1;~s 7:.'ff..H__~ , ~., ; ........... y ... , ... . ----"--·--·-r------_ -f-= .... ··----------,-------- --------__ , ••• -1 -_, ___ -' .,. ___ _ --,-· -,---- ----:_;::::,::_: - ·--·· ·---~=--__ ! - : -··•-· .. PROFILE 3CALES !"-'-== ~-....••..••.•••••....• ··••·· mdirn--ci.IRllPRQf1tE@.§,[)1&[fQ) ---'. -. ------r------------· --7--------· · ,------r-----------, -.... -----· ·--,·---· · ----· .. -, ---· ... --------------- . -. 126~ ····•··· ::H?4u~~ ti2 ff__ t i , ......... .._=4 .. 'j....______.__l+~ ·~•(¾-'f<;o . ·~ ·t ..... •t l ·c.;_,; __ :_:__;_c__....,_..:__~.-_._-+1 -:---------~ -:::::: -: ·j··---r -- =-~-+----.:.!- ------·------;::::-----_ ---+----1-- :_::::,::- I ---------i. HCR!Z. : 1 "=40' VERT. : '1"=8' CENTERLINE DAT A Q BEARING/DELTA RADIUS LENGTH /,£MARKS N T05'50" E 95.41' 2 58"08'57" 300.00' 304.47' 3 N 55'15'47" E 100.22· PRIVATE CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS 7 N T06'50" E 122.08' 5• TYPE G C&:G 2 12·50•19• 200.00' 44.82' 6" TYPE G C&:G 3 24'03'50" 319.93' 134.37' 6" TYPE G C&:G 4 46'53'42" 30.00' 24.55' 6" TYPE G C&:G 5 105"28'4 I• 52.00' 96.64' 6" TYPE G C&:G 6 38'19'47" 30.00' 20.07' 6" TYPE G C&:G 7 N 55"15'47" E 47.68' 6" TYPE G C&:G 8 85'30'30" 35.00' 52.23' 6" TYPE G C&:G 9 85"30'30" 35.00' 52.23' 6" TYPE G C&:G 10 N 55·15•47• E 38.33' 5• TYPE G C&:G I I 4T14'15" 30.00' 24.73' 5• TYPE G C&:G 72 83°25'09" 52.00' 75.71' 6" TYPE G C&:G 131 59'33'10" 30.00' 31.18' 5" TYPE G C&:G 14 2"47'59" 280.00' 13.58' 5" TYPE G C&:G 15 9"36'57" 283.00' 47.50' 6" TYPE G C&:G 7 6 N T06'50" E 95.47' 5• TYPE G C&G 17 180·00·00· 2.00' 6.28' 8" TYPE 8-1 CURB 7 8 5·45•44• 302.00' 30.46' 8" TYPE 8-1 CURB 19 150·00·00· 2.00' 6.28' 8" TYPE 8-1 CURB 20 5·45•44• 298.00' 30.06' 8" TYPE 8-1 CURB 21 1ao·oo·oo· 5.00' 15.77' 8" TYPE 8-1 CURB 22 2"00'05" 305.00' 10.55' 8" TYPE 8-1 CURB 23 150·00·00· 5.00' 15.71' a• TYPE 8-1 CURB 24 2'00'05" 295.00' 10.30' 8" TYPE 8-1 CURB 2s 1ao·oo·oo· 9.00' 28.27' 8" TYPE 8-1 CURB, 26 N 65'15'47" E 35.61' 8" TYPE 8-1 CURB 27 1BO·oo·oo· 9.00' 28.27' 8" TYPE 8-1 CURB 28 N 65"15'47" E 35.61' B" TYPE 8-1 CURB I WATER DATA BEARING/DELTA RADIUS LENGTH REMARKS 7 N T05'50" E 95.41' a• PVC CL 150 2 23°20'03" 289.00' 117.70' a• PVC CL 150 3 7•59•09• 289.00' 10.02' a• PVC CL 150 4 N 43'20'25" E 88.82' 8" PVC CL 150 5 N 55"15'47" E 40.08' 8" PVC CL 150 PRIVATE STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 7 N 81'51'10" W 24.75' * WATERnGHT JOINTS RECLAIMED WATER DATA BEARING/DELTA RADIUS LENGTH REMARKS A N 15'44'00" W 27.85' 8" PVC CL 150 8 26"50'19" 318.75' 149.31' 8" PVC CL 150 NOTE: 20+00 EXISnNG 20' LWD SEWER EASEMENT. REC FEB 25, 2004 AS DOC. NO. 2004-0148558 ALL SURFACE IMPROVEMENTS ON THIS SHEET (PAVING, CURB, G=R, SIDEWALK. AND STREET UGHTS) ARE PR/VA TE.LY MAINTAINED. ALL UNDERGROUND ununES ON THIS SHEET (WATER, SEWER, RECYCLED WATER, STORM DRAIN) ARE PUBLIC. ADJUST ALL EXISTING STORM DRAIN CLEANOUTS TO PROPOSED GRADE. ?. 21+00 22+00 ~ "' ~ ll" • ' LWD DESCR/PnGN: LOCAnON: SEWER EASEMENT REC Q4/:Jfllaf OOc.. a Dll4-03765:Jit BENCH MARK BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R/800-288+89 EC) ON £L CAMINO REAL, 2. 63 Ml. NL 'Y FROM LA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATION: 311.41 NGVD 1929 PRIVATE TANZANITE DRIV£ 24+00 "'POSmON VALVE BOX OUTSIDE OF CROSS-GUTTER PIANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO, INC. 10179 Huennekens Street San Diego, Ca 92121 PH(8S8)558-4500 · FX(858)551l-1414 25+00 26+00 STORM DRAIN &: LWD SEWER PER DWG NO 397-2 . - 50+04.l:J2 PCR AUCANTE ROAD MATCH EXIST CURB &: GUTTER RECLAIMED WATER PER DWG NO 397-20 Cl INT 25+50. 11= 49+44.07 AL/CANTE RD "1¼TER PER DWG NO 397-20 12" WHITE LIMIT LINE &: "sTOP" PAVEMENT MARKING PER CALTRANS STANDARD 0 40 80 120 SCALE 1'= 40' "AS BUILT" +83.31 PCP Al/CANTE ROAD MATCH EXIST CURB &-GUTTER _____ E_N_G_I_N_E_E_R_O_f_W_O""'R.,..,K------i ,~1:1; # RANDL.MARTIN DATE ~ora#..L REVIEWED BY: R.C.E. NO. 48670 EXP. 6/30/04 INSPECTOR/ .. I SH~ET I CITY OF CARLSBAD l------+----t--------------------t----t----y---1--7 ENGINEERING DEPARTMENT 1---+----t--------------t---t--i---i---, ./!!,\''AS-i3UILr" DATE INITIAL DATE INITIAL DATE INITIAL ENGIN·EER OF WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRIVATE. STRE.E.T & PUBLIC IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.10 APPROVED ~ LLO~D B. .c/UBBS 4 4 e-=~ ~~~~ .S-/;;./o't CITY ENGINEER ?1889 EX 12/}1,/05✓ DATE DWN BY:--.,,----I CHKD BY: GVP 1 PROJECT NO. CT02-20 DRAWIIJG NO. 406-5 RVWD BY: JfK I ~~:...:"~~===-~---------~ ------ R•\0328\&Erg \!MproveMe r ts\0328iQQ5.dwg[ 1275] Apr-20-2J 04,18•30 W.O. No. 2352-69 1 -------,-- ------·-:-:_ :_ ----------'------l--- ' ' -------------------,--- ----' -------,------;----,.., ... ----------1 -------------------------'----' ' __ , --... . . '1 5.tKJ'.LF@ T3.5.IX1 ........ . ...... 'Q . ' . . . ' ' CENTERLINE DATA 0 BEARING/D[LTA RADIUS LENGTH ,REMARKS I N 55"04'40" W 30.J.97' 2 45·47•54• 240.00' 196.0.J' PRIVATE CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS I 88"48'00" 33.00' 51.15' 6" 7YPE G C&G 2 N 55·04•40• W 257.95' 6" TYPE G C&G 3 45·47•54• 223.00' 182. 74' 6" TYPE G C&G 4 45•47•54• 257.00' 209.91' 5" 7YPE G C&G 5 N 55"04'40" W 252.98' 6" 7YPE G C&G 6 91·12·00· 30.00' 47.75' 5" TYPE G C&G WATER DATA BEARING/DELTA RADIUS L[NGTH R[MARKS N 55'04 '40• W 292.74' 8" PVC CL 150 2 46'47'54" 251.00' 205.01' 8" PVC CL 150 LWD SEWER DATA BEARING/DELTA RADIUS LENGTH REMARKS N 55"04 '40" W 150.00' 8" PVC 2 N 55"04 '40" W 153.97' 8" PVC 3 1:Y25'29" 240.00' 56.23' 8" PVC 4 3:Y22'25" 240.00' 139.80' 8" PVC PRIVATE STORM DRAIN DATA C) BEARING/DELTA RADIUS LENGTH REMARKS N 55"00'51" W 60.72' 18" RCP 1350-D* 2 N 55"04'40" W 243.48' 18' RCP 1350-D** 3 81°45'15" 230.00' 185.86' 18" RCP 1350-D 4 N 60"06'23" E 5.80' 18" RCP 1350-D* 5 N 29"16'04" E 25.37' 18" RCP 1350-D* * WATERTIGHT JOINTS ** SEE PROALE FOR LOCATION OF WATERTIGHT JOINTS . ., '-----.: ---~-+-'---'--'---'-----'---""-'---=-"'-"--'--'----+-c--L_c . . ........ . __ j __ ---' : -i -- :j :: --FINISHW--SIJRFACE-------· ---------, -- OVEfl S'F/'ll?mU~·.~n~,R~A~liJ~·.cc· ~-=-'---=='-----'--'---'--'--==' =-+~ .. • l::2?1iP ---_• -' [}8 -------::s....2-· ... r••··•·••··•········· 1.f-6..IJU ctF 1'M!Nc ClR -----------,------------ ! 92 ···-·-··-----,·-- •. ······• 90[_. __ _:__ -----+-------,--- --------,--- 10+00 11+00 12 NOTE: ALL SURFACE IMPROVEMENTS ON THIS SHEIT (PAVING, CURB, GUTTER, SIDEWALK, AND STREET UGHTS STORM DRAIN} ARE PRIVATELY MAINTAINED. ALL UNDERGROUND U77L/71ES ON THIS SHEET (WATER, SEWER, RECYCLED WATER) ARE PUBLIC. THE STORM DRAIN COLLECTING DRAINAGE FOR THIS PRNATE STREET SHALL BE PRIVATELY MAJNTAINED BY HOA. BENCH MARK DESCR/PllON: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. RIB00-288+89 EC) LOCATION: ON El CAMINO REAL, 2. 6.J Ml. NL'Y FROM LA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA £LE.VAT/ON: 311.41 NGVD 1929 63 8/ ~ -j. C - 15 TC = CL + 0.06' UNLESS OTHERWISE SHOWN . ' ----------------------------,--- ---::,_ :--- ' , : ··· -cc1--.cc··cc·· =---'-----= --_j -----: :--___ ::r ····1·· 'T''cc, ., '·"'· ---:::::i:::::------' ---· ccc=i==L_L::__:._:_:) if·:•''F .. •.•:•::_ ~~~-=-·'--'-··"··-'-·· ·, _-~--i-----'--cf',-· ~t'if ~~-, _I j___ -"- .............. , .. --------'---'-'-.-... ~ .. -... -... -•.. ~....... =~~~~~J\1EMWJ9i•:c:• :::c---..-c'-==' ' ' , .. ·=+== . .--- ' -:_-::±: . f-- ----' ------,.-- --'---· -----+·- ----L . ' · [=47. '5' : -------------<-- _~---------~-:::::~ ---~ t ~c:, ltj . -<o i---cj - ff. ,__ ~ ~ :5! ~ 1;,-., i-S7 C -ii5 -Clo; ~ ~ c,; if£ "' i-i----- If .. :/ 62 ff. <o 0, 61 'Ci i-- \:,,,.f-:.,--:<,.y .. , ,,• .... , ,;;,.,,,.,-, __ .--, .. , ..... :,,..... -- .. ~-, -;--J••. F:;;_ ,_--.:~.:<v·:_._\ :,,_:, - LWD SB'IER EASEMENT REC D4!.Ji/0'1- ,,., D0 C.. 2-D04-03765b1-,,_ <li 16 ff. <o ,,. gf -1-!::' C ! -~ ~ ~ <o ~ -~ -cj - 17 PRIVATE IVORY PlACE HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 10179 Huennel<s,s Stmet ENQNEERINC San Diego, Ca 92121 SURVEYING PH(858)558-4500 · FX(858}55B•1414 -----<--= ·-----------------i-_____:__:_c__:_:_ -------,::_· _ ____::::_:- --, __ _ -:::::j-- ------SCALES --,- I ::':::_ •• \ __ _ --HORIZ. : VERT. : ~ "=8' 14+00 15+00 60 40 80 120 -----; 19 18 If ENGlNEER OF WORK ~&•~~:2dd~ RAl-tD L. ~ARTIN R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" ~.//4/4 # RCE "f:B{p7o EXP. "/.3o/o8 D TE REVIEWED BY: INSPECTO 1----+---+-------------------+----+---+---+---l I SH~ET I -C_IT_Y_O_F_C=A~RL_S_B_A_D~ ~ ENGINEERING DEPARTMENT ~ PR/VA TE STREET & PUBLIC IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.10 APPROVED F_.-c LLOYD B HUBBS A /4 ~ v.i,,-wz :.q ..:r/,t;,/4>'1 l-l/.-1/.<--c'lfl-J:--/4-,--7--t-R-l-M-+,,,.cc,:4:-:-:.s::---=&l=rc:L-:-T:--"------------+----,c---l---t----l _..':c=:1T::Y=::E::N:=Gl:::N:::E=:E=:RR== 4'1=:C=,E=_2~::"3_8~Rc,,l_~~':_':_~~-:'_E!,X!P~-7~2:z:._(':_3~7~/c.:l:::J5:::7==="===D=A=T=E~ 1 fl o4 felM ~iii.VISE t::,l</VeWaY '/ DATE INITl'AL ENGINEE:1 OF WOR REVISlON DESCRIPTION DATE INITIAL OTHER APPROVAL D,,_TE I ITIAL CITY APPROVAL OWN BY: ____ _ CHKD BY: ...cG01Y><!Eec---- RVWD BY: .J1,IZ. R, \0328\ &Eng\ I Mp r o v eM e nts \ 032 8 i a 06 ,ci w g[ 12 75 ]Ap r-2 D-2 DO 4, 18, 3 2 PROJECT NO. CT02-20 DRAWING NO. 406-5 W.0. No. 2352-69 ·······_d_=-_______________ , _____ i __ _ . :·j-·--~--+ , __ ' ' ----: ______ ]-----·-_ -_, -------=-- ----, __ -----·------'-· ----'---------------------------] -- =:c=-===c =c==-c=+==--=-=--====----+ l , . : .......... ='---,----,---,--------c-------c.----.-----t -----> -_i-••• ::::i ::::: ::::: :::::::-_::: __ :i:::-- •• ___ ._J __ ----------------1-- -' ,__J'------'------+-----+"-+==---==---~=---= ~--,· < ~ -----,- I :::::1: ---,--- ------L- ' ___ -I ~L-- -------! -' ,----,--=-,----,---- _-_, ' _' _____ _l__ -------:_ •-•-----,,cc_==-' -----! --T---,--cc==cc•-'•.------' -' -' __ . __ .. .:.:.: ::::::: -•-+--------,------r -·-----:.-:-::L __ ---- -l -- '._ --------'.2~£" ' ---- ---... "N"' --ro - .•• " ~-ffj,,,.4---~=== ---... ,. ---_--__ ----_-_i ~-----,--' -------~'. •• -.• •·-:=== ___ C7i····1·_-__ ·--_____ ---···••-•·••-•······~·~•-•··••-····•--------t . ---------__ __; ---=====cc:-' -----------•-------------------,------------------1 - -----+- :) ::-t5lllff -~ .• '-__ "'_._"' ___ '-_ •• .----cc!•-·;' __ ~~t-Jr~-:-~~-,;::~::::~-'"-;;·•=ct'.:~':l---: ___ 5 ___ 0 1~---•----------:: ___ :..c--------------------4!f;l~r----.------E,-2---J-'----.-----=--=--=-----.------___ -c--=---I•============r:=:-..,,_;I------.-=-c.'==-~_:':~S: p .:: ----:-t-:--~-== -J -------=~. :,600....... I-___ , ___ --_,-_-_ -•'B"--_,.------' ' ---------,-----------,-------------------------------------•------;--- ----------: _ _] -----------------------------------r --------'-------·-------------------·------,--- 1--···•--- •.• '!--' , __ _ CENTERLINE DATA 0 BEARING/DEL TA RADIUS LENGTH REMARKS 72"45'01 • 240.00' 304.74' 2 N 5'22'25" E 195.26' PRIVATE CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS 7 72"45'01 • 223.00' 283.15' 6" TYPE G C&:G 2 N 5"22'25" E 195.26' 6" TYPE G C&:G 3 N 5"22'25" E 195.26' 6 • TYPE G C&:G 4 72·45'01· 257.00' 326.32' 6" TYPE G C&:G WATER DATA BEARING/DELTA RADIUS LENGTH REMARKS 7 72"45'01" 251.00' 318.70' 8" PVC CL 150 2 N 5'22'25" E 195.26' 8" PVC CL 150 LWD SEWER DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 11'56'12· 240.00' 50.00' 8" PVC 2 1·07'50• 240.00' 4.74' 8" PVC 3 N 5'22'25" E 195.26' 8" PVC PRIVATE STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 35"27'15" 230.00' 142.32' 18" RCP 1350-D 2 N 4T49'43" W 69.14' 18" RCP 1350-D ~ --:-___ -_,- -----___ , -------' ~---=+4~ d' '° 0 . E'<,O • ---~ ~ -" ----+-----,,,,,-,ij , I -/ ' ---- ±1::~r-.c's'-cc. 8"_ eve ~ 46. 4:0_ L£ , ,;, 0,1_" > -120 ,-= -==±--=--;----,--------t- j__ ---,--- i -----· ----------: TOP OF -______ it 4' 15+00 19 NOTE: ALL SURFACE IMPROVEMENTS ON THIS SHEU (PAVING, CURB, GUTTffi, SIDEWALK, AND STREIT LIGHTS STORM DRAIN) ARE PRIVATELY MAINTAINED; ALL UND£RGROUND UTILITIES ON THIS SHEET (WATER, SEWER, RECYCLED WATER) ARE PUBLIC. THE STORM DRAIN COLLECTING DRAINAGE FOR THIS PRIVATE STREIT SHALL BE PRIVATELY MAINTAINED BY HOA. : 16+00 60 ';¢.,F----...... ···~ -~ __ __,. ? •• ( ( BENCH MARK DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R/800-288+89 EC} LOCATION: ON EL CAMINO REAL, 2.53 Ml. NL 'Y FROM IA COSTA Alt£N/JE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATION: 311.41 NGVD 1929 18+00 19+00 LWD [i-:,&, I , ' ,r , ' ~ -' ' SEWER EASEMENT REC D+/a,8/04: DOC W04-037(, 561- PRIVATE IVORY PLACE PIANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO, INC 10179 Huennekens s ... , San Diego, Ca 92121 PH(35&)55ll-4500· FX(858)55&-1414 ----. [; ··--:: I '-----,--__ j -----==.------1-----;-----------------, . ·, --•--cf§ •. "+-~--'-.-='=-c-_J'4,0 --: o.,i i ff'S-~ g;,9--- -+-~----t.c --+-... :~.:..:..:..:..:. ... .,.,.--::[ --__ J ' ----------, 20+00 40 . e--- -,- ==cc+----':...I 0 -------·+-··--' -----1 - L _______ : ----•--_;! ::_:::-----~ --=- ----__ , -------------... :::t:: PROFILE SCALES ----r-·- ())ifiJidAtts ffI1J tttv, __ , _ -I J l/>/V!Cf,TW5c Ej:i:v.i F8QM B~l(tktNCE DRAWINGS-! ---·'·-····+-·---~----l ----,-----, --------------: HORIZ. : VC:RT, 40 80 120 SCALE 1'= 40' BUILT" ~~------==--:-=:-----1~~✓~~ "AS ENGINEER OF WORK (o/30/08 0 RC EXP. .Y /lfa'( REVIEWED BY: R Nil L. MARTIN DATE R. .E. NO-46670 EXP. 6/30/04 1-------1---1----------t----t-----t----i---.l sH~T l.c_,r_Y_o_F_cA_R_L_s_s_A_D~~ _ ENGINEERING DEPARTMENT ~ II/~ 'O? RLM 7/tz.104-!(L/vl 7/12-/04 !<LM I DATE INITIAL ENGINEER OF WOR 'AS-8tULT '" frEVISE. -&eWE/lt. L/l.TEl<AL t> RE.V/$6:. OFl!iliEWA'( ~ JA/d Tl='~ u!T~ DATE INITIAL DATE I ITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRIVATE STREIT & PUBLIC IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.10 APPROVED ~.M'f! LLOYD B. HUBBS A? :< ..--c..,e <Z CITY ENGINEER t:R'CE DWN BY: ____ _ CHKD SY· GYP RVWD BY: ..if& ~ . . :6 P"'✓""'" v-= Fl<P 171;1/05 DATE PROJECT NO. CT02-20 ' DRAWING NO. 406-5 R, \ 0 3 2 8\ t Eng\ ]c,p rove a e rt s \032 Sic O 7, d WQL 12 75] Apr-20-2 0 04•18• 34 W.O. No. 2352-69 11Z -----. ---------:-------i--- -----<-----T--, - I -,---, -------,---- -----' -. ' -----: :: _:i..__-::"-----_:_- ----·---- +--~-'-----+--=~--i-----~--'----4-______:_.:.::. ----------,-------' -------!- ---_, ______ , _---------------.. , : ______ J TC = CL + 0.06' UNLESS OTHERWISE SHOWN _____ : ______ J --------___ --------;------1"·-··-·::: TAD '0•77. ·····--··--··········1-VF-···· _re-• •••••122••-LEF[:· G_ .... ~= ---. - ----·-------------=·:-,:----:_~•::=•=·=cc _ ::::i:: --------. ______ , __ • -·---_ -------! ----·---·!· - -:±: -------" .... :.". ·:-+--- (26, --•.·.~:s··-···-· ··-··· ... ··-······-· ... ··-+ _, __ _ ---, ___ ' ---' '-'c=cct===-'-"-_~cc-=+~--.-~--.--_,·~=== .... -=--.--"'-·'-"···-"----"----.- 1.,..----"----'-··"'--"--'--'-=H;;rt:1-'--,---'-'·"'-··•._..-'-'.a,,·•c;liN::;'·• r-~~P•=f--=cf==+''S~E-=3'~~S: =====-+---.-~···••-·••··· ~;,--<'=~--~c:,'.1-, ---c.-:---:---'•-1\· ··-···-···-·•· •·~ ~··--·· 1 c·•-·---==c± :::!::::: :: :----, -.-----.. ···--. -[;ij -. . _ •• ,-=-==___:_____j_· ·_.:·•·1: _____ l_i-____ . i-------------,.---~.,.-.-~----···•-.• 12~;-~t._._.-.. ~=~=:'F :r,=.;;::g~ ~~ 1k22·······~~••i .CC----------' _, ' ----,--- -----,-- CENTERLINE DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 N 5"22'25" E 78.51' 2 79·54•05• 200.00· 278.91' 3 N 74'31 '40• W 70.41' PRIVATE CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS 1 N 5"22'25" E 78.51' 6" TYPE G C&G 2 79'54'05" 183.00' 255.20' 6" TYPE G C&G 3 N 74'31 '40" W 14.89' 6" TYPE G C&G 4 97'26'40" 30.00' 51.02' 6" TYPE G C&G 5 78°55'54" 33,00' 45.46' 6" TYPE G C&G 6 N 74'31 '40" W 28.67' 15• TYPE G C&G 7 79·54•05• 217.00' 302.62' 6" TYPE G C&G 8 N 5"22'25" E 78.51' i 15• TYPE G C&G WATER DATA BEARING/DELTA RADIUS LENGTH REMARKS N 5'22'25" E 78.51' 8" PVC CL 150 2 79•54•05• 211.00' 294.25' 8" PVC CL 150 • 3 N 74'31 '40• W 54.02' ! 8" PVC CL 150 4 N 84"14'46" W 7.00' 8" PVC CL 150 * USE PIPE LENGTHS OF 18' USE DEFLECTION OF 2.45 LWD SEWER DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 N 5°22'25" E 78.51' 8" PVC 2 79·54•05• 200.00' 278.91' 8" PVC 3 N 74'31 '40" W 32.58' 8" PVC 4 N 83°47'42" W 37.33' 8" PVC ----. ----!;_ ~r. . .. -.. -. . . . --~ ·l,--'-"=PS:~1'=~,----'-C'-_'--c ... cc+'=-·-O!llffi'lj1 '1£.~.•-•l§!cew~: ~~E: . ____ ::i!c~·c'\?~~t~ ~vi • · ~ is -•• ·-~·· . ······•·-··•·--···· -.• _-· . =···-.-.···=--=t7~~±"~~=t -------------~ -----------·-----------------r ----,--- : -------I- ---' --------___ , ______ l ___ • .... ·-·---·--------·--·-·- I :_-_:r 21+00 22+00 23+00 <\ 65 NOTE: ALL SUl?FACE IMPROVEMENTS ON THIS SHEET (PAVING, CURB, GUTTER, SIDEWALK, AND STF?EET UGHTS) ARE PRIVATELY MAINTAINED. ALL UNDERG/?OUND UTILITIES ON THIS SHEET (WATER, SEWER, AND RECYCLED WATER) ARE PUBUC. BENCH MARK DESCRIPTION: BRASS DISC IN WELL MONUMENT (5.D. CO. CONTROL PT. R1800-288+89 EC) LOCATION: ON EL CAMINO REAL, 2.63 Ml. NL Y FROM IA COSTA AVSNIJE /?ECORD FROM: NORTH COUNTY CONTROL QI\TA ELEVATION: 311.41 NGVD 1929 21+32.54 ll 66 LwD SEWER EASEMENT REC 04/;J.!f[O+ DOl :l,QOf-DJ76H,t PRIVATE IVORY PLACE 24+00 ,,," . -----·11 ..... . ::, ...,~ ~•c-~ o,~f!!N e:i:-,--~_ I --«1 .... ...,,;1; ~ '. ~-;;-::--' ----;--- ~ {I riiP ~<!-" ,, ,'I,· ~ ~" :1 · i,";" -·1--- 50 ----, ,-------~-••·-··••·•••-·--+-~ 1i~;-••·•-•··· ____ ~-··-,---. ~ -- . I -;-! §t~ -~- -----. ---. ---------------~ ------.o------1 -·+ - -: I ···--·-·r------ • --'-·---r-----·-----r---· .. --·•···--------- -------------------·--: -•--· :::::: ::::::: :: ' -~----,;, .·-.tc.; •• =-=cftRB REitlf?lsl? . '.-... -. ~ [TI&ill :.+ --······' 40 . ' :---+-- --' ' ----:_::::::::,.:_ ---··---·· ------------------t PROFILE SCALES ----------:: ::± •---+-----_------. __ ,___ l c/•1&tJl<:-ATE-sroo_j:_ftv.'--------•····· 1 ---LJ 1/'{_QK;ArES--fuy_ FRO/ii_ R_lfEl?ENCE flRAW/NG!j_ HORl2. : VECff_ : 1 "=40' 1 "=8' ..... ·--;- 0 40 80 SCALE 1 '= 40' ENGINEER OF WORK R ()ND L MARTIN R.C.E. NO. 411670 EXP. 6/30/04 120 DATE "AS BUILT" /~1/r;,,e. EXP. {,./.30/08 REVIEWE~ BY: 4 ' 4£7" ~ INSPECTOR = -""i. 11h/4z 1-----+------l~-~~~~------t------t-------t----t-~ cH~ET 1 ~C_I_T_Y_O_F_C_A_R_L_S_B_A_D_ ENGINEERING DEPARTMENT ~ LE_J HUNSAKER ''AS-l$t,itt. 7 " & ASSOCIATES Rt.NI l(L/V/ JeevtSE Sfiv,./lf=,'f. ulTl"ML SAN DIEGO, INC ffl./'4 /eei>J/SE W&T~ U,.-retu.L PLANNING 10179 Huennekens Street DATE INITIAL ENGINEER.INC San Diego, Ca '12121 ENGINEER or WOR REVISION DESCRIPTION SURVE\llNG PH(S58)558-4500 · FX(858)556-1414 't 17 O'f t> -- DATE INITIAL DATE OTHER APPROVAL CITY APPROVAL PRIVATE STREIT & PUBLIC IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.10 APPROVED A,A_ LLOYD B. HUBBS A LC ..z--~ ~ ~;,6 S/~/..,:,1/ CITY ENGINEER cr'rbie E'<P 12/31,/05' DATE DWN BY: ____ _ CHKD BY: GYP RVWD BY: JI.II, PROJECT NO. CT 02-20 j DRAW:NG NO. 406-5 R, \ 032 8\~ Eng \T MP ro v ef'le n ts\ 0 32 8 io 08.ciw g [ 2 2 75 JAp r-2 0--200 4 '18 13 5 W.O. No. 2352-69 --, ' , . .'-. 1126( ' ··-_:::t _J_ ------~•••-+-- --------_, ____ -----,------·- -------" TP --~-'--- H~:SWR "' =.,-sc---cc-:_,_·:::::: __ --~--~ --__ ·:·:::~::. (~::.: I ---(;;)..,._ ~--'-::N~:::·:·· _______ _,, ___ _ +--- ---------__ L __ ---+--, ---- --· --·-... ----- ------1--- ----~ ---I ' ---• ---------,--- -----· ---------- C j~ @i ; =;c:"-1> --c-¥-=-=f ffe!] --. ·---. -' -------,-___ ------. ----------. --' , .. _-_ -=~-•- --; STO' _ --·--- -"~~l'JR;'.IN'c. ==cc====c,='111,i!J-_ , j ~ ~ (Ci-_1fi:: ----___ 139.89 JP' Rf'-7,iJU'--'2" Aw,\ - 115:_ -----------!- ------' ---• : ::1 ' ' -' 'i'""'S.t1•, ,----· PROFILE t--•CD ------______ )_ __ _ -----l__ 0 BEARING/DELTA N 14"29'05" E 2 8"30'45" 3 2•23'25• 4 N 3°34'55" E 5 43°55'05" 6 N 47°30'00" E --------j ----·1·-- CENTERLINE DATA LENGTH REMARKS 156,55' 1500,00' 222.86' 1500.00' 62.58' 62,81' 200.00' 153.30' 70.71' If 55 If'_ 9+77,00 END CAP ASSY & 2• AVA 21+32.32 cos CL 12 DWY 21+ 18.31 CDS 21+08.28 cos PRIVATE CURB DATA If'_ 21+00.80 □ BEARING/DEL TA RADIUS LENGTH REMARKS 213°09'12" 38,00' 141,37' ' 5• TYPE C&:G 2 N 31'03'40" E 50,00' 6" TYPE C&:G 3 15·34'35• 100.00' 28,93' 6" TYPE C&:G 4 N 14'29'05" E 69,26' 5• TYPE C&G 5 5·37'35• 1482.00' 145,53' 6" TYPE C&G 6 N 8·03•49• E 93.16' 6" TYPE C&G 7 N 3°34'55" E 106.21' 6" TYPE C&G 8 43·55'05• 217,00' 166.33' 6" TYPE C&G 9 N 47"JO'oo· E 25,91' 6" TYPE C&:G IO N 47°30'00" E 23.28' ' 6" TYPE C&G 11 43·55'05• 183,00' 140.27' 6" TYPE C&G 12, N 3°34'55" E 62.81' 5• TYPE C&G 1517.00' ------ ---------~ _c:; - ---c::. :+ 10+00 64 ------------ -·----,-------------:--_--_- -.. ----------; -------L -... : -------··:··---, __ ----- -: ,_, ----+->-+8 RCP ~ 192 48'LF @ ;;c99,r- ---Q/Oo;;;,_15;7cFS;:V.tOffei:fEEfPS : •-------------,----J -' ' ----- --L ... ----__ ' ___ ::::::~ :.:Jt; :j~ :_ -·::·. :·--· ···--;:::::·r: -f_£()!+_ --'--__ _ ----------.,---·-·--~-~-'--~--------- -------------1: - ----------7 ---------------------------------·:::::,::::: , 11+00 12+00 13+00 14+00 P£DESTRIAN ACCESS SIDEWAfJ< PE:R LANDSCAPE PLANS ~ NOTE: DWG. NO 406-5L /TORM DRAIN PER DWG NO 397-2 SEWER LINE ;ER DWG NO 397-2 SHT 39-----...._ /.. 53 :Jt 52 Fl!.\,~ .. 11:. .. , ; ' .,.: 0) ni-01 "",_ 'f -, •VJ 51 II "> [;]8 0, Cl &l 15 , .. _/-:-· ·-~ 'i,, ~---~.-:~ ;...:._:~-,.:;-;.-~:-:-:;;_.,,~-;; ·,~::•·-;:,;.-:.:,----.;;.-:,.:. 66 l i-t ~~ -! ~ .. ~-,::, ~if Ii : ,. ,--;i 1 ,,' l :f: ,--·- ' f :·- ' l;j c,~ JI Vj-.:;;; 0, "'"' 10 It> I " till> "'"'4J· -+-'f-,i. " ~~~~ l_.v,/D SEWER EAS£MENT REC 04/J,.8(04- DO c. .LOtl4--0376S~4- PRIVATE HELEN/TE PLACE * POSITION VAL \IE' BOX OUTSfTE OF CROSS GUTTER 50 8 "' -- ~ (l_ " Cl .; -'f-... - NOTE: --------------~------------------·------1-- 15+00 49 1JI 0•49•19• 21.76' 6" TYPE C&G 14 6"27'25" 1518.00' 177,07' 6" TYPE C&G RECLAIMED WATER DATA ALL SURFACE IMPROVEMENTS ON THIS SHEIT (PAVING, CURB, GUTTER, SIDEWALK, AND STREET LJGHTS STORM DRAIN) ARE PRIVATELY MAINTAINED. ALL UNDERGROUND UT/UT/ES ON THIS SHEIT (WA7ER, SEW£R, RECYCLED WATER) ARE PUBLIC. 15 N 14"29'05" E 16 75·34•35• 171 N 2"05'30" W BEARING/DEL TA N 14'29'05" E 2 8"49'13" 3 2°04'57" 4 N 3°34'55" E 5 43·55•05• 6 N 47°30'00" E 69,26' 5" TYPE C&G 100.00' 28,93' 5" TYPE C&:G 50,00' 6" TYPE C&:G WATER DATA* USE PIPE LENGTHS OF 15' USE DEFLECTION OF 2.45 RADIUS LENGTH REMARKS 179.55' 8" PVC CL 150 1511,00' 232.61' 8" PVC CL 150 1511.00' 54.92' 8" PVC CL 150 62.81' 8" PVC CL 150 189.00' 144,87' 8" PVC CL 150 • 80.96' 8" PVC CL 150 ( 1 I BEARING/DELTA A i 11'44'51 • a!N 47°30'00" E C I N 13'03'40" £ BEARING/DELTA N 14"29'05" E 2 1·37•04• 3 6'39'43" 4 2·37•23• 5 N 3°34'55" E 6 12°57'07" RADIUS LENGTH REMARKS ' 199.00' 40.80' 8" PVC CL 150 i 27.46' 1 8" PVC CL 150 ! 42.22' ' 8" PVC CL 150 LWD SEWER DATA RADIUS LENGTH REMARKS 179.55' 8" PVC 1500.00' 42,36' 8" PVC 1500.00' 174.41' 8" PVC 1500.00' 68.67' 8" PVC 62.81' 8" PVC 200,00' 45.21' 8" PVC PRIVATE STORM DRAIN DATA C) BEARING/DELTA RAO/US LENGTH REMARKS 7 N 78'14'01 • W 6.25' 18" /?CP 1350-D" 2 N 78'72'42" W 26.25' 18" /?CP 1350-0* 3 7°24'05" 1490.00' 192.48' 18" /?CP 1350-D** 4 0"33'11" 1490.00' 14.39' 18" /?CP 1350-D** 5 N 3'34'55" E 62.81' 1 18" RCP 1350-0** THE STORM DRAIN COLLECTING DRAINAGE FOR THIS PRIVATE STREIT SHALL BE PRIVATELY MAINTAINED BY HOA. HUNSAKER & ASSOCIATES SAN DIEGO, INC. 6 43'55'05" 210.00' 150.97' 18" /?CP 1350-0** • WATER TIGHT JOINTS PLANNING ENClNEERING SURVEYlNG 10179 Huennekens Street f--f-----------+-----+--------+---------, 7 N 47°30'00" £ 58.74' 18" /?CP 1350-0**, *" SE£ PROALE FOR LOCATION f----i----~~----,------+-------+-------f--8 N 83°70'37" E 25.72' 18" /?CP 1350-0* , OF WATERTIGHT JOINTS San Diego, Ca 921Z1 PH(8Sll)558-4500· FX(858)551l-1414 ~ ; ·--,--... , ·-··· :1 : ' -----_l - ----f!'S~ it<i v11i-o-' 1• 1 --__ .. 4-. · ·• " -- __ i =_= ___ = ____ ~j~H~~-~-@-L_:L~==== -.-----,------- ------_;_i_-~--17]~~·rs•-•~· -~-~-,-¥--~-'i,'~±=2-==· -=--=---=-•=i--~~L-i1!;;4~1t'3;iir?--~-~cc. -===--;=~=--=-=-~=Ltfaz:;;r;;;;Jf~2~]a~'•"i~ "'~-FG~ZB~--"'-------'- •-0-]B :. l] ----... ---··--···- --: 4 -----__ -_--------'------)-------~ ti--------- ==----••------------------ff ,SJ/J;~5~i)£'::.:'s'i.c PROFJtEQ&);@),UJ;lil~&c:m<-•-PROFILE SCALES 16+00 48 If'_ ---------------:- ~----+I -- 17+00 47 12" WHITE UMIT LINE &: ·srop• PA \IE'M£NT MARKING PER CALTRl!NS STANOAl?DS DESCRIPTION: LOCATION: ••••• ;_.{_J ff{t;l¢A~ f(tw::trt;y_ __ HOR,Z. : {] lliJ)/,;/3~:El,,FY-! F'RQM B.Mt._lf{NCE IJR-Al'IJF/(;S_ f VERT. : 40 0 BENCH MARK BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R/800-288+89 EC) ON EL CAMINO REAL, 2. 63 Ml. NL 'Y FROM LA COSTA AVENUE 40 80 ~-------' SCALE I'= 40' 1 "=40' 1 "=8' 120 RECORD FROM: NORTH COUNTY CONTROL OATA EL£VATION: 311.41 43 42 NGVO 1929 ENGINEER OF WORK ~ .. ,~~L R<>ND L. MARTIN DATE R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" 1f ,/~ ,;.,,E__. RCE 48670 EXP. (p/30/08 _,L /..7 ---3/:-£-f- REVIEWED BY: INSPECTOR -/ .... l-----+---+------------------+----+---+----t-----11 SH~ET I ,c_l_TY_O_F_C=A"-'-R=L=S=B-A_D~ I SH;~TS I _ ENGINEERING DEPARTMENT /4l ''AS·/3tllt.T" 01£ !?ial//5£ SEff#IE,/e. u!TE/0.AL 7/12./04_ ~LM DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION , . DATE INITIAL DATE OTHER APPROVAL CITY APPROVAL PRIVATE STREET & PUBLIC IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.10 APPROVED .."'i,,d LLOYD B. dUBBS /4 6 ..... #~ ~ ✓-4 rr,/,,." CITY ENGINEER RE,~ EXP 1?/31 /0 DATE ' ; DWN BY: ____ _ CHKD BY: ...<6:i:Vs,'P"---- RVWD BY: J!J!: PROJECT NO. CT02-20 DRAWIIIG NO. 406--5 R· \ 0 328 \&.Eng\ I Mpro v er, e nts \0 32 Bi o.O 9, d w g [ : 2 7 5 J A p r-2 0-2 0 0 4: l 8: 4 0 W.O. No. 2352-69 r,z , l : _____ --::::L ------. ·-·- :--_:_:_:_:.f _------=-1------f:: -- -----,------······-·-····---· -___ !_ ,---------,--~----... --.~>--.. -.,,-; ----:-:-::~.'----·-·r-·- _l:.:__!_:~--;~ ----·-+" ----C----' --t. ____ :_::-_______ : ;------,----:-, __ _ ' _t..:..:_ ---.- I ,.,; ' •• " ' ,-:+: -- __ , __ ---~-··· ---,---------··----______ , . ---::.::::::: -J- ------=·::::::·===·::j: ---' -----------·-----···-·-· --------+-- _..:.:..:.::..___ :.:..:.:..:.:_---:- ·---.· :: , · ,R. ·, ..... ··. • :~• · TOP OF• :----+: ' . ______ , ----I -------=--=--T-·-·-,----___ _I ___ --- ------' -- -_ __;____---· -~· ----.~~~~ -· .,'. . --' . ~_-J ' --· . --' --: ' :::J __ _ _ -..:..:..:..:.i:~-.:..:..:..:..:. ·,--,:__:__:__:__:c·_-,-- -,---- ·-.-·•-\---\ ' ··---------,-·- ---1- -----·-·-.... : CURB 'REJ11RN BRf.ftfltsTJJ& 11] > -· I -1-----------' ----' ---·-------1 ----- --·----i ----. ·-· --- -----,---+--~---a----_____ ! -- ---__ 1-- -----------' _____ _,__ ------ ~-_-::t__ " :: -- _______ ,_ -----__ )"' CENTERLINE DATA Q BEARING/DELTA RADIUS L[NGTH R[MARKS 1 N 61"44'00" W 146.98' 2 27°47'40" 200.00· 97.02' 3 N 33"56'20" W 100.31' 4 6°09'28" 200.00· 21.49' 5 10·04•02· 200.00' 35.14' 6 N 50'09'50" W 204.59' PRIVATE CURB DATA D I B[ARING/D[LTA F?ADIUS LENGTH REMARKS 100·50•10· 30.00' 52.80' 6" TYPE G C&G 2 N 61°44-'00" W 92.52' 6" TYPE G C&G 3 2/47'40 .. 217.00' 105.27' 6" TYPE G C&C 4 N 33"56'20" W 100.31' 6" TYPE G C&C 5 75·73'30• 183.00' 51.82' 6" TYPE G C&C 6 N 50°09'50" W 204.59' 6" TYPE G C&C 7 N 50'09 '50" W 196.24' 6" TYPE G C&C 8 82°20·10· 33.00' 47.42' 6" TYPE G C&C 9 81"26'20· 33.00' 46.91' 6" TYPE G C&C 7 O N 33"56'20" W 78.90' 6" TYPE G C&C 7 7 27°47'40" 183.00' 88.77' 6" TYPE G C&G 72 N 61'44'00" W 91.92' 6" TYPE G C&C 73 701°32'13" 33.00' 58.48' 6" TYPE G C&G WATER DATA BEARING/DELTA RADIUS LENGTH REMARKS 7 N 61'44'00" W 135.77' 8" PVC CL 150 2 27°47'40" 211.00' 102.36' 8" PVC CL 150 * 3 N 33"56'20" W 100.31' 8" PVC CL 150 4 9'21 '12" 189.00' 30.85' 8" PVC CL 150 •• 5 5·52•13• 189.00' 22.67' 3• PVC CL 150 ** 6 N 50·09•50• W 204.59' 8" PVC CL 150 * USE PIPE LENGTHS OF 18' ** USE PIPE LENGTHS OF 16 USE DEFLECT/ON OF 2.45 USE DEFLECTION OF 2.45 LWD SEWER DATA BEARING/DELTA RADIUS LENGTH REMARKS N 61'44'00" W 16.37' 8" PVC 2 N 61'44'00" W 13.44' 1 3• PVC 3 27°47'40" 200.00' 97.02' 8" PVC 4 N 33'56'20" W 100.37' 8" PVC 5 16"13'30" 200.00' 56.64' 8" PVC 6 N 50°09'50" W 204.59' 8" PVC PRIVATE STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 12"08'22" 210.00· 44.49' 18" RCP 1350-D 2 N 50'09'50" W 134.99' 78" RCP 1350-D 3 N 50"09'50" W 65.60' 18" RCP 7350-0 RECLAIMED WATER DATA BEARING/DELTA RADIUS LENGTH REMARKS A N 67°44'00" W 131.95' 8" PVC CL 150 B 27°47'40" 190.00' 92.17' 8" PVC CL 150 C N 33"56'20" W 100.31' 8" PVC CL 150 -----. ------------., ·-••·· :-,~: -·-- -----------_:+-------- -----·--' ---, _____ ,-__ 8+00 9+00 8+97.63= 12" WHITE UMIT UN£ & "sTOP" PAVEMENT MARKING PER CALTRANS STANDARDS 22+56. 71 TANZANITE DRIVE 50+ o.oo CONNEC TO EXIST MH 11-10570 PER owe NO 397-2 SHT 38 CL INT 8+94.47= 22+56.17 TANZANITE DRIVE 9+09.50= 22+45.64 TANZANITE DRIVE 45 BEND & TB (ANCLE=45'00'00"} & 1-2· 80 NOTE: ALL SURFACE IMPROVEMENTS ON THIS SHEET (PAVING, CURB, GUTTER, SIDEWALK, ANO STREET LIGHTS STORM DRAIN) ARE PRIVATELY MAINTAINED. ALL UNDERGROUND UTILJT/ES ON THIS SHEET (WATER, SEWER, RECYCLED WATER) ARE PUBLIC. THE STORM DRAIN COLLECTING DRAINAGE FOR THIS PRIVATE STREET SHALL BE PRIVATELY MAINTAINED BY HOA. fl'_ TC = CL + 0.06' UNLESS OTHERWISE SHOWN -, .. ---: _-__ -____ ,.__ ·. ]$Q.(XJ'~tr:~Sflf.;\1t, 1n.1!it,+,ic4-__ 0;cc·OO __ ··•--·••cc"--·cc·· +++=F-'=~.,.--=c'-.l¼!'i"c"r~ •~=-'=~E -------; .. -:fJ;.;,20~••0~,00% • • •··•••-□ . - . . . < !1--__ : ___ -------:: __ l --- --------------·--- ---------------c--.. -------. -----· - ----: -::, __ _ -----I·----------··---- ·---j 10+00 12+00 13+00 67 45 It re. 44 l-WD SEW£fl EASEMENT REC 04f:J.f:lo4- DOL J.004-0376564- 46 BENCH MARK DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC) LOCATION: ON EL CAMINO REAL, 2.63 Ml. NL 'Y FROM LA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL ll4TA ELEVATION; 311.41 NGVD 1929 43 47 re. 42 ~ HELENITE PLACE fr a: SEE SHEET 9 81::' ~~ ., liJ -f. ~,-.J "' - PRIVATE CITRINE: DRIVE: I -- re. HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 10179 HuennekOlls Street ENGINEERING San Diego, Ca 92121 SURVEYING i'H(858)558-4500· FX{85&)558-1414 14+00 41 20 ----_I _-_--_I--_- • : -• 7---:..:..:c.:.:___ ' --------' --: -- ----·····---------' ' ·····-·------------_, __ Jf.L ---------, __ 'Jail.,. ' .. -. ·•~·· >:tso· -------! ::-- --------'-·· --------,-- -1-- -----1 - -----------------_ _I ___ --- ----------1-- -. ' ---' -----------+- ----__ --------!- -I -____ J_ ---,---------------~---·r- -------<------- ------· •• I ---------{ -6; -1--· .. :tt.73-'--···· 9 ; ••••• 11: ••··. ----. -i---- ---------------' --- -----:.:....:::_~-~··_:_·::_~-· ____ L ---;---;:: ::_,:-:-:_::·: <1-__ _ . -·_-_i_ __ ---- PROFILE SCALES -----:-:-:;:--~ ----_::-:i:--:---_____ .; ___ ;;;::::::,:: __ _ -~---::~L -------\ -- __ , _----=----J----______ ,-···--·+ . :::[: -----! ------ ' --:: :.: ::[ ------: __ j_: :-- -----:--- 15+00 ff!. ...... t t, re. 21 HORIZ_ : VERT. : _____ , -------,--- 40 0 40 80 120 ~ •••••••• 1 ___ ~1 SCALE !'= 40' "AS BUILT" ENGINEER OF WORK 2 .~4,,,,,L R~ 70 EXP. (,,/.30/08 __2~7~"'~-,.,-L_.l,f'!;~~~~-~ .. ,,~L~ _ _l_Y,".j_J,/4'."~2'__".a~r-l RE;~ BY: -~!. 11 R~ l. MARTIN ' DATE ::::'::=-e ~.&! R.C.E. NO. 411670 EXP. 6/30/04 INSPECTOR?'' =, 1------+---+--------------+------J--t----t-----i~ CiTYENG~frRINf !~~~~AD ~ ~==--================='-'===~ PRIVATE STREET & PUBLIC IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.10 APPROVED ~ LLOYD 8. HUBBS 1------+---+------------------+----+---+----j------a £ EiZ&INE~~~ ~£ e =t"e 12731 /()_f{~/1hE • DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: ____ _ CHKD BY: ~G=V~P~-- RVWD BY: \ 1£ PROJECT NO. CT02-20 R,\0328\&Eng \Ir1prover1en ts\ 0328;QlQ .dw g[ 1275]Apr-20-2CQL,j 8,46 DRAWING NO. 406-5 W.O. No. 2352-69 I j i i I : I ------·-, -. --·--· --_, --··--·· --,--. ~,_ ;')½+------,-+-- ·····------'·-· -·--+ -·--J =~· ----·----:::j::: ·····--! - -·-·i ·- ' ' ' ----·-~--· ·-··--·· ····· --·-,-·-., . ····----t·-·- .. -----~--: --.· ____ l_ ' ------ ' ---" --··-·---------,_~--.-·- --·-·--_·_'._~-~--· --: ::::: _ _:-__ : ---- --·--~ --·,--·--•• . ·-. ···---!___- --. ' ----·---:-c:: - ----,- -·-' ------ ---· ·--· ··-·--·::::::i -:_ ·----i ·-·-·----,_._._. ··-J__ ---·-·:--. ----·--.: .::_:j-. i --··_. __ -___::: ---. ·-.-· -:::::[·_·· _. •..•... ___ I-· -~=--c•==~ ·==.---··t-.' ,,---i----...-------,---_J __ ----T _____ I __ _ : -_:::~ 1-----·+-- ,_,--_-- --~. ~=-=·=····~!~ _/"' ,. 1:0P OP -Ill .l=l '·••· RIGHT €-l.A_'tR_'B.,13S~J. ,·, ,, ··----···----·-·----·--·-! ----··--·-·-'------·;-_ ··--··-·--·-.------·--·-1·----:-=====-r-_ ------~--;---==±===cc -----,------f -.r 2 3 □ 2 3 4 5 6 2 3 0 2 3 4 5 -----,-·-· CENTERLINE DATA BEARING/DELTA F?AO/US LENGTH N 50"09'50" W 30.58' 54·11 'oo· 400.00' 378.27' N 4"01'10" E 191. 15' PRIVATE CURB DATA BEARING/DELTA N 50"09 '50. W 54·11 '00· N 4·or10· E N 4·01 '10• E 54•11'00· N 5o·og'50• w BEAF?ING/DELTA N 50"09 '50 • W 54•11 'oo· N 4"01 '10" E BEARING/DELTA N so·og'50• w 15•11'21· 37°51'15" N 4'01 '10" £ N 4'01'10" £ F?AOIUS LENGTH 30.58' 417.00' 394.35' 191.15' 191.15' 383.00' 362.19' 30.58' WATER DATA RADIUS LENGTH 30.58' 411.00' 388.67' 191.15' LWD SEWER DATA RADIUS LENGTH 30.58' 400.00' 113.02' 400.00' 264.27' 80.00' 111.15' 6" TYPE G C&:G 6" TYPE G C&:G 6 • TYPE G C&:G 6" TYPE G C&:G 6" TYPE G C&:G 6" TYPE G C&:G REMAF?KS 8" PVC CL 150 8" PVC CL 150 8" PVC CL 150 REMARKS 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC PRIVATE STORM DRAIN DATA C) BEARING/DELTA RADIUS LENGTH REMARKS N 50'0!! '50 • W 30.58' 18" RCP 1350-D 2 14·27'45• 390.00' 98.45' 18" RCP 1350-D 3 N 54·35•34• E 25.25' 78" RCP 7350-D* 4 , N /2"21'45" W 25.82' 18" RCP 1350-D• * WATERTIGHT JOINTS 15+00 NOTE: ALL SURFACE IMPROVEMENTS ON THIS SHEET (PAVING, CURB, GUTTER, SIDEWALK, AND STREET UGHTS STORM DRAIN) ARE PRIVATELY MAINTAINED. ALL UNDERGROUND UT/UT/ES ON THIS SHEET (WATER, SEWER, RECYCLED WATER) ARE PUBLIC. THE STORM DRAIN COLLECTING DRAINAGE FOR THIS PRIVATE smEET SHALL BE PRIVATELY MAINTAINED BY HOA. ' ·--··---1--. ---·· TC = CL + 0.06' UNLESS OTHERWISE SHOWN -·~··-•.~-· -•••.•• __,_:_,_~--.•.... ~~-~-,-----,~=-~.~+:--=· -~:~· .=:..::.~;::::==--~~::·~~~ --·-·-·-.J:::~ ---·-·=I ........ ,c=;c-==cc=-c,==-.--"'~~=--==== ···-···-··-· : ' ..... :-- ··•··· OV£R_ CENTERLINE --. --.. ······::-:-1-··-c•~·-~ ... ~~----,-- -··-···--:J .. -· ~.-r:,Lj-~G·-··· · J~~=z=• cc=--~-----· ·cc-cc= cc --='-'--=+---==cc ··•·-· -·----•==cccL··· .... . .. •... -I -----'--~=--c=cc••· -•····· 1:$f TOP oi ,~-==~'--"••••••c·•••191•·••t£FL CURB[•·-:; ....... ,.-~~';•--r_-.-----~-- -----:••·-- ----·f·· ---------·-·-I-----. ·····--·-· -·-·-:-~ --18_:-~::::::..:. ... ; BOHfO' vc: 0 [STA TS+CJ(L011- . . ._ . '.PJ/f-£1},.;Fl!J.8.E'' ·~----- ... •.Gt ,;,,,t10:i.'iG2k-tcQO%•··: • _c?/1=-*=,.,.,..ii,;-i,-__ _ .. ·· . . . ·•· ... C, 1NAL .. GROUNIJ ----_, --------I•· . -·---·-....... --······ :_. ___ ---,-·-·-e==C£m£Fll:JN£_-_=---·--~-0 1~j!f ········•· .;toor :::'.~:~~==~-:· -:i: . _ --=--=-·,--_ •·0 •0 ·'·•••••••+:f-,-T __ ; _ ---- ~ 1--'7-0 < --·- ------- -------· ----__ --=-'"'1'1 ---· --... . . . ·-· ~allf'.H ----------- ···-i :_-- 16+00 -·-·------·-- ------· _, __ . I -~ r ---·-·--· ... ··········-·--- .......... t .. ·.··, -: L'...&?4~, f =;TI'_s ~ ~ • ·-· -. ----: • r ~ ' ~ ~-=-__.-< --_ _,. __ ·-·-----·-···--· . ----· +==~-,--CT'' -~=~,..··--r~~: ----•-·-··· i- ...... ,_ ---·····-1 ·· -·-----··-·-•-•I-.-· . ··--1- -----·,--"· ..... •··_I-·'--- -. T ---· ·---·---' ____ , -.... -... , ·:__:.:..:__· _._ · ··'-• -_:J_: -+ -· .. VA.TE CJTR/F/13:_ Q. ···• ·. •· ----=,L-,-· --=:c=:.cc==c·•~-'--'=c; ===~ --,. --· ·1··- -------·-·--·•·- ' -·-·---1 .. 17+00 19+00 re. 37 36 ff!. ... 35 ~ ~i flf <o 1-... ·--,-- ·-·-···'-·-··--'···----· ·--·--1· ,------+-----;-- 21+00 34 '=. !~~~~,{c~·2i1Jo ... ··-, .. -, • --+-•• -••• -••• "'",.d)_ .• ,: . -. .. • ••••. -~----,-,-,,-·=-· ·· ········ '-1-;sa--t i •·•-· • - ' ---:; --·Ji:-,-- -" ---:±:: -' -·· ··---------,--:_·c:__,-_,c_=-·-··-· _· _-_-~·:.:..:..:). ------·-·---···-· .... ,. ._-·--. --1 ---·----'----- . -· 1--::::,:::·· ----- -------. __ :_ -----: -------------·----+- ----·----·--·---__ : -+,----~----~---, PROFILE SCALES ---·-·--· J __ HORfZ. : 1 "=40' VERT. : 1"=8' ~<i DESCRIPTION: LOCATION: ~ ⇒"°~ "'· ~ I ~ I ~ ~ ? ':l, BENCH MARK BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R/800-288+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 "' L-WP SEWER EASEMENT REC 0'1:[;J,8/04 Dor ;,_oo+-03z,a·61- 23 24 PR/VA TE CITRIN£ DRIVE ff!. HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 10179 Huennekens Street ENQN!EERING Sart Diego, Ca 92121 SURVEYING PH{858)558-4500-FX(858)55&1414 40 0 ENGINEER OF WORK If ~--1~12,.L ()ND.rt. MARTIN R.C.E. NO. 4BS70 EXP. 6/30/04 DATE 120 ~~\lttSSlo,v4._, ~~'-'Wl L. 4ii;,,1;~ f:J-$ ;q;,~ {g NO. C-48670 ';l Exp. 06-30-08 CM\. ~ OF C'-\.\~'-'~ RCE '4{11,,?<J EXP. (p/3a/<J8 REVIEWED BY: INSPECTOR 0 - 0. 48670 P. 6/3U/04 ,P:/4 DATE ~ CITY OF CARLSBAD SHEETS l------i---+-----------------t---+---l;-----f--7 ~ c_ __ _cE ___ N ... GI._N_EE_R ... IN__.G_D_EP ___ A ___ R ___ TM ___ E_N_T __ ~ ~-1_3~ PRIVATE STREET & PUBLIC IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.10 APPROVED fl'='~ LLOYD B. dUBBS A--6 et;r,---?. ve---_,;--a( S/~/-'i "-"S·"""T" CITY ENGINEER Pkcr 238&2 ~P 72/,31/0VYoifE f/~/ /4f-o:z~A,~t7 tR~l.e~Mt· =t~~,,~~~,_,~5-,L~~~~~r_================~=~~:==+~~~~~~~~~ij~~~~ L':'.'_'_l__':"'.'.'_"!::.'~~'=-=-==-~=='='='==;::==-=--=--=--'=-"= I-7/12 o4 ~ /<!!:.VISE M!VlEWAY OWN BY:____ PROJECT NO. DRAWIMG NO. DATE INITIAL ITIAL CHKD BY: Gvp CT 02-20 406--5 DATE INITIAL ENGINEER OF REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: JU:. R, \0 3 28 \&Enc \I cpr o ve M e>n ts\ 0 328 ic 11. d w g [ 12 7 5 J A p r-20-2 00 4, 18 ,4 8 W.O. No. 2352-69 -----1 _____ I_ __ --.-- ·--,----___ _l __ ::: -------:._-_ -. __ : ______ .,_ ~ =~- ----1 -' ------'-------1 ---------•------ ' +==c=:c,. ----s,··----r:: ~--- ---L ----f-- --+-----'-----,,_-~--~-----~+--=----~ ---'--'----'-====-==---"'--------:--: --.--- --------.. ----~--. --1 -------• -+93:-' ==-= T-OPOF-~·•~· ...... : -·· :.-:---L ... ---------- fEFI'CURB ;-- ··•···· -_ ••• -.• ·-•-•--•··· -•----• +Ejfj_; ' --; -i------, - ' , ••••.. ~ GROUND OVER C/£MT£Fll/NE ' ------. ----------·-··--------- ' . -------- -S---L--±22±---=-=-2,-2 ----·-----··------·-----••-•••-•· g, I~r a" i wri it:-!la)=s.i = -ti's. ·---J ......... • .---•• Is: . i -a' --,...,-g_,-:· ---... ~ --.-_ r0P ira:::: . ~ =,- :::::-:-::::::: .. J_::---'---·--·· ··-·. :(--- :-___ :~F -i -----,· ------1-- ------•••• 1 •••• :.:::::~:::-- ' ' ______ I __ --------., ·· ___ : __ ---l ----1· ----: --·---------·-------- ' --, -,------- . ----'--__ : ---------,---···· --------·-·+--- ----------. ~,.,8_••••_-_:,_,_a:::_:,,,._-_•.-.-.·.·_-_-__ -_-_ _. !:: •~..,: . -· -2-·-1•0·. . .... ' f:9·-0 ;: !i,~ -;;.]iG> -----_:• -----= -'-~""'-""•· «ilstislf l'i~~.a:;w c , ~,C--C-CC -'"~'"""'0 . ·~-• -----------__ -___ --;-,-----+--, ------t----:;_11:sr:~~-===-c _ ___c_ ____ ==c:!___--.i i ; ·, -,--20-+---.-.,•.-.•.••.·:_l_:,,,._; __ f_-· __ -,,-_._•_•_: ' : : 1 '-•·--•• §_, 20~-.· ... -.---.. -·.·:·---· ___ -.="'-.---'-.-_.-__ -_~_,-___ -·. ----••••• --~ --• --·--"-=~--~--'-I----. --------·_-----T ---____ .-····••i ~Jllilt~.: .. c±~~ttl-2-Si_T-J::tjc:__ i --•-·-•·-····-•-•:fill-_---'----"--.------1:c_a,-L ·----IF -------"'-'------ ' ----------t ! _=:cl----c.---'--7 ... "-... "-... ~-----.------""---____c_.c"--..---+~----=:_l:_:_::= ________ _::_, ---------=-----'-"----+="---'-----'-===2-==~~l====:~---=------1Sti-:-•·=·•-•---=•-•::_.•-~"'-r,;i;••~;r~;t;--------=--.-------'=-' -'=--±'-:------------------d------------;_::_;,==--.---------------=:'-c=+-4=~~---------J-----------------------____ --••:;'~-;I+---•-•;··•·=••-. ____ . •:____j~••----· ~~~?-t'f!~___:2::=::=~,---,--------,--,-------=----------------+"---------=-------~J--------_______::___t_~.::;____--------+=:1==--,µ'or.,;k-c=!:=4~~~1=----__:-t ,---------==-==..--=~~J' cc.-c;,:-'~-H~;-c-~~---µ,•--~~-----· ~-'=:20~+-=:-------c=-~=~--------=------1 r ·-----1 ~ -----' ' : ----,-'==-=cl=--=cl-. -· ----------' -' ----' ••• :_ ;:i -===='----""' '-""---'="-----_--,,__--_,_-"N:"'-~,-__,-.--"-. ==~!1;;----'"!"'==---'----+-roP·••OES --,--' .--• ---···-·••= . ••i ... --+---------e----+,-----; -----,.. •• g: •-:. c~ Q O "'f-,4.0{l2L i ---···· '··----------+-::·-· ---------,- ---' -------->--.-- Q BEARING/DELTA N 4'01 '10" E 2 80"40'14• 3 N 76'39'04" W CENTERLINE DATA RADIUS LENGTH 188.31' 50.00' 70.40' 147.83' ---: _.1:.:::--- R[MARKS PRIVATE CURB DATA □ BEARING/DELTA FIADIUS LENGTH REMARKS N 4'01'10" E 196.42' 6" TYPE G C&:G 2 80"40'14• 33.00' 46.46' 6" TYPE G C&G 3 N 76'39'04" W 18.09' 6" TYPE G C&G 4 50·12•29• 20.00' 17.53' 6" TYPE G C&:G 5 50'12'29" 30.00' 26.29' 6" TYPE G C&:G 6 N 76'39'04" W 40.00' 6" TYPE G C&:G 1 90•00'00· 30.00' 47.12' 6" TYPE G C&:G 8 90'52'53" 30.00' 47.59' 6" TYPE G C&G 9 N 76'39'04" W 59.15' 6" TYPE G C&G 1 0 29'02 '26 • 60.00' 30.41' 6" TYPE G C&:G 7 7 136'23'30" 57.00' 135.69' 6" TYPE G C&:G 72 26'40'51 • 83.00' 29.34' 6" TYPE G C&:G 13 N 4'01'10" E 161-81' 6" TYPE G C&:G 14 IB0'OO'oo· 2.50' 7.85' 8" TYPE 8-1 CURB 7 5 14·53•49• 95.00' 24.70' 8" TYPE 8-1 CURB 76 180'00'00" 2.50' 7.85' 8" TYPE 8-1 CURB 77 14·53'49• 100.00' 26. oo· 8" TYPE 8-1 CURB 1 s r ao·oo·oo· 5.00' 15.71' )B"TYPEB-1 CURB 19 N 76'39'04" W 20.00' '8" TYPE 8-1 CURB 20 1ao·oo·oo· 5.00' 15.71' , 8" TYPE 8-1 CURB 27 N 76'39'04" W 20.00' 1 1 8" TYPE 8-1 CURB , WATER DATA BEARING/DELTA RADIUS LENGTH REMARKS 1 N 4'01'10" E 235.39' 8" PVC CL 150 2 N 40"58'50" W 22.68' 8" PVC CL 150 3 N 76'39'04" W 130.25' 8" PVC CL 150 LWD SEWER DATA Q BEARING/DELTA RADIUS LENGTH REMARKS N 4'01 '1D" E 230.77' B" PVC 2 N 76'39'04" W 66.84' 8" PVC ----___ $ RIGHT CURB_~--= ' ----,g =-"'-••• -, ,_ _, -------' -:-:-.. -------(l'.)'< _, -----t------§~~·:·:'_--··'·-' ------------ ----------------------- _____:__:_:__J_-• __ ------1 ----- -----···· ···1···-------, ----------.;_.: I - 21+00 NOTE: ALL SURFACE IMPROVEMENTS ON THIS SHEET (PAVING, CURB, GUTTER, SIDEWALK, ANO STREET UGHTS) ARE PRIVATELY MAINTAINED. ALL UNDERGROUND UTILITTES ON THIS SHEET (WATER ANO SliWER) ARE PUBUC. 1" 40 0 40 80 120 ~ 1111111111111111111111111111111111:1 •••••• ~----"I SCALE 1 •~ 40' BENCH MARK DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC) LOCATION: ON EL CAMINO REAL, 2. 63 Ml. NL 'Y FROM LA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL W\TA ELE'IATION: 311.41 NGVD 1929 22+00 .---------------' ----• ··---------J -:._~·=·-· .. i ___ _ --------------.. "·-·. = Pf?NjT£ erFRINE fJRWE---' ' ----'------; 24+00 \ ,.,,----SUBDIVISION V BOUNDARY \ \ ,30 PRIVATE CITRIN£ DRIVE ===-f= r•••• •• ,______::___:_:__:___I___ '$1}~ r --,---------- !--.. ·-----i--- 25+00 /VISION NDARY ---SUBD BOU HUNSAKER & ASSOCIATES SAN DIEGO, INC. I I /0:2/r, 7 ,/12./04 7/IZ/04 PLANNING 10179 Huemekens Street DATE ENGINEERING San Diego, Ca 92121 ENGINEER SLJl!.VEYING 1'1-1(858)556-4500-fX(858)558•1414 RLM !(Lfa/ lfLM INITIAL OF WORI ------; ,,,,--.,,' ~916 -· -, .·.•-, ---,~- -~····••:i:•i ----c--:-=....-= •. = .••• ):· •. ~·/(;1[;;~~~~;~~···~, __ =--~-· -----=----" .. ···---------: ---1 -- PROFILE SCALES : • • , --••() 1/ii__/Ji_i::Art!Z$c f¥_fp 'Elf'/, L i •••••••••-• ·•-••-•• -----------:-t ;JtND!CATEf .,f;+l,½i flijOM RE~fl!N~ dRA~TNGS_ HCR Z. : VERT, : IRRIGATION SLE£1/ES PER LANDSCAPE PLAN OWG. NO. 406-5L ~-iorEss10~ #~~D L //4;;-; ~ §•_-$ "'1',2 <£, '-""" ,:;--~ li.t NO. C-48670 !;£ Exp, 06-30-08 CMl OFCALl'i 1 "=40' 1 "=8' MEDIAN AREA "AS BUILT" ENGINEER OF WORK ~,Ly/k,,I:. RCE 4-EJ(o70 EXP. (r,,/_3Qf_o.8 ~f7 -JI rJv /] -/!-¥k9/4Y REVIEWED BY: Al J_ ;t/ts/47 -i l(IQND L. MARTIN DATE C.E. NO. 48670 EXP. 6/30/04 INSPECTOR / -.. DATE V ~ CITY OF CARLSBAD ~ 2 ENGINEERING DEPARTMENT 3 PRIVATE STREIT & PUBLIC /MPROV£M£NT ANO UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.10 APPROVED ~ LLOYD B. HUBBS ~\ ':4S-8,t(tLT" ~ -_,-; . --. -, p.y=~ i,\ REVISE-W4Tlfi;R LA-US/eAL • ,f -CITY ENGINEER VRCE ?70u,- r • EXc 1 ? /,, /Q DATE 1\ REVISE Df?,IVJEWAY ~ Sf!,VVel'1, lATEERA.i.. 7/17/(Ju ,FU, . 4 _, fNITIAL DWN BY: PROJECT NO. DRAW'NG NO. DATE INITIAL DATE CHKD BY: G\le CT02-20 406-5 REVISION DESCRIPTION RVWD BY: JIJ. OTHER APPROVAL I CITY APPROVAL R• \ C 32 8 \&Erg\ I ci~ rove c.e n ts\ 0 328 iu 12 .d w g[ 12 7 5] Apr-2 0 -20 0 4•18, 5 0 W.O. No. 2352-69 ' ' ,, • 11 " 337 . 9 2 8 3 .5 6 % Citrine D rive Private . 7 5 1 8 7 1 9 2 02 . 9 9 8. 7 3 7. 3 8 1 1 TO 1 0 6253455.2 1984109.6 3 4 1 2 5 8 PVC 6 2 4 % Private C itrine D rive P r Iv ate C itrln e Drive 1 8 7 . 3 7 1 6 8 1 7 9 . 7 9 . 4 8 7 .3 8 1 0. 5 8 1 0 TO 9 6253393 5 1984441.0 344 .1 9 8 PVC 6 .0 1 % Private Citrin e D rive Private Citrin e D rive 1 6 8 . 8 6 1 4 6 . 8 8 1 5 8 .2 8 137.60 1 0. 5 8 9 .4 8 9 TO 8 6253137 .5 1984675 .3 323 42 8 PVC 2 .5 2 % Private C ltrin e D rive Private C itrin e D rive 1 4 6 . 8 8 1 3 6 . 9 6 1 3 7 .4 0 129.25 9 4 8 7. 9 1 8 TO Ex is tin 6252907 7 1984899 .7 7 2 3 7 8 PVC 1 3 5 % Private Citrine D rive P rtvate Tanzanite D rive 1 3 6 . 9 6 1 3 5 . 7 0 1 2 9 . 0 5 128.07 7 9 1 7 .6 3 Last downstream manhole 4 coo rd in ates a re: 6252840.5 1984935.8 Last downstream m anho!e 4 coordinates are· 6252957.7, 1984214 7 1 1 Existin Private Tanzanite Drive 106.67 9. 1 0 Lastdownstream manhole' coordinates are: 6252549.7 1983889.5 ~~~~~~~~~~ Last downstream m anhole 4 coordinates are. 6252957.7 1984214.7 5 6 8 PVC 2 Private Helenite Drive 1 0 . 2 1 Last downstream m anhole 4 coordinates are: 6252986.6 1984386.6 CL ANG STD STD STD STD STD STD STD STD STD (4) LENGTH OF LATERAL 2 2 2 2 2 2 2 Pl TC 2 2 2 2 3 ,,,. 1 ."- _/ I i ! '-- (I) DEPTH BELOW Pl 1.0' MIN. OR 2% MIN (3) 1.0' MJN. so DROP TO MAIN (2) TYPICAL LATERAL ELEVATION NTS NOTES: CONTRACTOR SHALL CONSTRUCT LATERALS WITH PRESCRIBED SLOPE AND DROP TO MAIN. HUNSAKER & ASSOCIATES 11/0:;_/07 RLM 13\ "AS-BM/lT " SEWER LATERAL TABLE ··- STREET STREET LATERAL DEPTH LENGTH DROP LAT:. STATION INVERT STATION ELEV. BELOW OF TO SLOPE LOT NO. OF OF AT PL LATERAL MAIN % LATERAL AT MAIN LATERAL PL PL TO IE AT MAIN IE AT PL IE {1) (4) (2) 16 11+91.46 101.46 11+91.46 104.96 5.36 30.00 1.26 7.45%" 17 12+99.46 111.58 12+99.46 114.68 5.36 30.00 1.63 4.89%' 18 13+81.17 119.00 13+81.17 122.04 5.36 30.00 1.82 4.05%' 19 14+69.93 127.07 14+69.93 130.02 5.36 30.00 1.73 4.05% 20 13+ 13.76 137.63 13+13.76 139.43 8.51 30.00 1.20 2.00%' ·~ 21 14+41.43 145.67 14+41.43 147.47 7.57 30.00 1.20 2.00:fo' 22 15+45.83 152.25 15+45.83 154.05 8.30 30.00 1.20 2.00% 23 16+91.75 161.38 16+91.75 167.20 5.36 30.00 5.22 2.00% 24 18+28.43 169.90 18+28.43 175.89 5.36 30.00 5.39 2.00:r 25 19+45.40 177.20 19+45.40 180.60 5.36 30.00 2.80 2.001{ --.26-----20,+-o5:40 ---·ffl+..;,_fj.-·--12.fU::_35.,40. • 1 {:j{J.2/J ..•• ••. ---5...3..6 30.00 2.02 2.00%' -. • '-. ,,,1 .,_ - "'./• 5.36y/ sb.oo ---2.42. 2.00% 27 21+25.40 184.78 21+25.40 187.80 -..,, . "'""'-. 28 22+40.00 1sq -a<S 2t.+4o.oo 1q-z.. ?,/ 5.36 30.00 z.. (,,(,, ----2.00% ,, 42.77 2.71 •• , .. 2.00% 29 ;\ 23+13.98 191.5,f! 10+56.53 KNU 795.15 5.36 -·"3Er.-·...-'?:rf2g;r;s--n,2.61"·· rf+07.5>r"RNiJ --"'19t (]Jr· ---··-5:3e·· ·----->te. rr· -• 2A5 2.00% ,-,· 31 23+46.60 193.87 7 1 +52.45 KNU 197.02 5.36 49.89 1.57 3. 16%" 32 22+02.91 187.54 22+02.91 190.90 5.36 30.00 2.06 4.32% 33 21+03.91 184.01 21+03.91 186.94 5.36 30.00 1.64 4.26% 34 20+04.91 180.49 20+04.91 182.97 5.36 30.00 1.20 4.26% 35 19+06.12 174.74 19+06.12 179.03 5.36 30.00 2.99 4.32% 36 18+21.34 169.46 18+21.34 175.57 5.36 30.00 4.81 4.32% 37 17+35.84 164.13 l7+35.84 170.29 5.36 30.00 4.86 4.32% 38 16+59.99 159.39 16+59.99 164.98 5.36 30.00 4.29 4.32::S 39 15+66.28 154.78 15+66.28 158.42 5.36 30.00 2.18 4.84% 40 14+67.19 148.5.2 14+67.19 151.48 5.36 30.00 1.41 5.16% 41 13+70.19 141.97 13+70.19 145.07 5.36 30.00 1.80 4.32% 42 12+46.74 136.22 12+46.74 139.90 5.36 30.00 2.38 4.32% 43 11+45.13 133.6,6 11+45.13 135.47 5.80 30.00 1.21 2.00% 44 10+62.56 131.58 10+62.56 134.08 5.36 30.00 1.21 4.31% 45 9+63.13 129.01 9+63.13 131.77 5.36 30.01 1.47 4.31% 46 10+04.43 130.12 10+04.43 131.77 6.50 30.00 1.05 2.00% 47 11+87.53 134.73 11+87.53 136.38 6.51 30.00 1.05 2.00% 48 15+34.45 122.91'5 15+34.45 128.78 5.36 30.00 4.32 5.00% 49 14+40.91 114.91 14+40.91 119. 15 7.89 30.00 1.24 i'0.00:fo' 50 ,,~--~.31 10(U_O 13+35.31 112.92 8.12 28.15 1.20 l'0.00:fo' •·51~ 12+35. tr-106.90 ~ '°" 12;,oS:"fl -----u_ q,,eo· ""'1:&J .. _ ,. .uu 1.20 1'0.00~: 52 I 1+79.13 106.87 11+79.13 113.45 5.36 ---28.00 ~ 2.00% 53 /0 +5"f.!.7 /II. I"/ . 22 +.(,, 7. 75 CO$ //'5. O"/ 5.36 ' 32.4C, ?,_ 34 '-, 2.00% 54 9+97.83 113.40 21+85.50 CDS 116.66 5.36 47.30 2.31 2.00% 55 10+05.56 113.12 21+08.28 CDS 115.45 6.54 51.34 1.30 \ .2.00% ·- 56 21+20.78 138.83 21+20.78 142.18 5.36 30.00 2.75 ) 2.00% 5.36 30.00 4.30 ' 2.00%-l 57 20+04.74 145.55 20+04.74 150.45 ' 58 /'8+ 75.00 !'50.43 l8+7'5.00 /5C,_54 5.36 30.00 '5.51 ! 2.00% --'\[>9 .. -M.+28.9-ff;/' 152,}6,~ . /8,t2tt.~ .. -.J~~ ___ , .. /5:~ ........ -· ,'30..Q(} . .... .. h.,&_09,· . .. 2.00% , ' 135.45 5.36 30.00 2.30 2.00% 60 15+30.24 132.55 15+30.24 61 12+60.96 107.97 12+60.96 111.22 5.36 30.00 2.65 2.00% 62 11+59.96 98.51 11+59.96 102.37 5.36 30.00 3.26 2.00% 63 10+78.99 95.26 10+78.99 97.53 5.36 30.00 1.67 2.00% -- ' "AS BUILT" i I_.,, ~/J.-~ "/M? ENGINEER OF WORK RcPi:.B~'yo ' (,, t'. -3() !PB. DA:,E EXP. ~oY'A~ rfa/4v REVIEWED BY: di~ i tt&s/41 -I .. ~ND l. MARTIN bATE R.C.E. NO. 48670 EXP. 6/30/04 INSPECTOR/ -DATE ,.,--- ~ CITY : OF CARLSBAD SHEETS 13 E~GINEERING DEPARTMENT 3 ' PRIVATE STREET & PUBLIC IMPROVEMENT ANO UTILITY PLANS FOR: LA q:OSTA GREENS NEIGHBORHOOD 1.10 APPROVED ' ~ LLOYD B. HUBBS ~ ~ -~..:: 4. ~_,.; z=~tf 5"/"'L'-!i CITY ENGINEER Re"E21B89 7EX __ 273:1105" DATE ' ' SAN DIEGO, INC 1/12./o4-!fL/1 /z.\ {?E.V!SE. SeW/Eff. TA,131-6 w11h'f VJ. . -.. ~Aj DWN BY: I PROJECT NO. DRAWlhlG NO. . l'!ANNING 10179 Huemekens Street ENGINEERING San Drego, Ca 92121 DATE INITIAL DATE INlTIAL CHKD BY: G\/f:" DATE INITIAL ' ' CT 02-20 406-5 REV!S10~1 DESCRIPTION RVWD BY, .11& ' ENGINEER OF WOR OTHER /\PPROVAL CITY APPROVAL ,, SURVEYJNG PH(8saj558.4500 · FX(1153}5Sll-1"14 R, \0328\&Eng \I~prove~ents\0328io13.ciwg[ 12 75]Apr-20-20 4,1g,5 7 W.O. No. 2352-69