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Home My WebLink AboutDWG 427-7; CT 04-16; LA COSTA GREENS NEIGHBORHOOD 1.06; 01-13GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR £NGIN££R- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF 'i\-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO Tl-IE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TD THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRIICTION MITT/NG SHAI I Bf Hf/ D AT THf SIT[ PRIOR TO THf BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON INSPECTION SUPERVISION TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SC/-l[DUL[ THE MEETING BY CALLING (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON TH[ DAY BEFORE TH[ INSPECTION IS Nfffiffi INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS [$TARI /SHFD BY THE GONSTRIJGVON SAFITY ORDERS DD F 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCT/ON, OPERATIONS W/11 CEASf IMMW/AW Y AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STRITTS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7343 PACIFIC BELL (800)892-0123 ADELPHIA COMMUNICATIONS (760)438-7741 COX COMMUNICATIONS (760)806-9809 CITY OF CARLSBAD (STREETS & STORM DRAIN) (760)434-2980 CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) (760)438-2722 PLANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO, JNC. 10179 HU€f1nekens Street San Diego, Ca 92121 PH(858)558-4500· FX(858)558-1414 STREET NOTES I . 2. 3. 4. 5. 6. 7. 8. 9. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS.ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2/ CITY WORKING DAYS BEFORE THE WORK BEGINS. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS,UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. ALL UNDERGROUND UTILITIES AND LATERALS SHALL 8£ INSTALLED PRIOR TO CONSTRUCT/ON OF CURB$, CROSS GUTTER$ OR SURFACING OF STREETS. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF I, 350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN /5 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. WHERE AN EXISTING PIPE LINE/$ TO BE ABANDONED IT SHALL BE REMOVED WI TH IN TWENTY FEET OF BU I LO I NG OR STREET AREAS AND REPLACED WI TH PROPERLY COMPACTED SO/LS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER $DRS DWG MI9. ALL SURVEY MONUMENTS AND PO I NTS THAT ARE DISTURBED BY TH I$ WORK SHALL 8£ RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. /0. TWO (2/ SETS OF SURVEY (CUT/ SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. ENGINEER'S NOTES I. NEITHER THE OWNER, NOR THE ENG I NEER OF WORK WI LL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. 3. THE CONTRACTOR IS RESPONS I BL£ TO INSURE THAT ALL SLOPES, STREETS, UTILITIES, AND STORM ORA/NS ARE BUILT IN ACCORDANCE WITH Tf/ESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DO I NG ANY WORK BY CALLING THE ENGINEER OF WORK AT (858/ 558-4500. 4. THE CONTRACTOR SHALL VERIFY ALL STAKES FDR 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 VALIDATED BY THE CONTRACTOR PRIOR TO COl,f,!£NCING CONSTRUCT/ON. 5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS ( GRAVEL BAGS, HAY BALES, TEMPORARY 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 EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVATING FOR ENGINEER'S NOTES (CONT.) /3. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS. 14. 15. 16. 17. I . 2. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCTION SHALL CONFORM WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. CONTRACTOR Sf/ALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TEES IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STREET LIGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM. 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 DRAINAGE REPORT ON FI LE AT THE OFF I CE OF Tf/E CI TY ENG I NEER. ENG I NEER IS NOT RESPONSIBLE FOR USE OF THE HGL Sf/OWN HEREON, BY OTHERS, Wf!EN MAKING ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. ENGINEER'S STORM DRAIN NOTES STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCULATED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE CALCULATED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE REPORT ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, Wf!EN MAKING ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. DESCRIPTION SUBDIVISION BOUNDARY RIGHT OF WAY LINE PROPERTY LINE EASEMENT LINE SAWCUT EXISTING PAVEMENT A.G. PAVING/BASE 6" TYPE G CURB & GUTTER 8" MEDIAN CURB STREET CENTERLINE MONUMENT PEDESTRIAN RAMP TYPE 'i\" CROSS GUTTER MODIFIED CROSS GUTTER CONCRETE SIDEWALK STD. LEGEND DWG. **G-2 *GS-18 **M-10 *'*G-27 ***G-12 *GS-10 **G-7, **G-9, **G-10 SYMBOL --------- D. ~ __) .. . }-__ J~L • • • • • • • • A ••• ~ : PROPOSED SIDEWALK UNDERDRA/N (SEE DETAIL SHT. 2) (LOCATIONS TO BE SHOWN ON "AS-BUILTS'') ***0-27 DRIVEWAY ***G-14 J PRIVATE STREET LIGHT 9,500 LUM (HPSV) (MFCTR. AMERON, MODEL 581-24(201)) ***E-1, **E-2, **M-21 o---{) EXISTING STORM DRAIN QUANTITY 140 L.F. 159, 164 S.F. 9,755 L.F. 13J L.F. 25 £.A. 8 [.A. 956 S.F. (INCLUDED ABOVE) 39,798 S.F. 91 £.A. 17,152 S.F. 20 £.A. II. STREET LIGHTS PROPOSED BY THIS PLAN ARE PRIVATE. THE PRIVATE STREET LIGHTS THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK, "'1-IETHER SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION S/-IALL BE MADE IN AREAS WHERE THE PROPOSED STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT OR ABOVE THE PIPE SOFFIT SHALL BE CONSTRUCTED WITH WATER TIGHT JOINTS WITH AMERON REINFORCE CONCRETE PIPE WITH REINFORCED THERMOSETTING RESIN (RTRJ COUPLING OR EQUAL FOR THE ENTIRE REACH. COUPLING SHALL MEET THE REQUIREMENTS OF ASTM C76, C36/, AND C443. 18" PROPOSED RCP STORM DRAIN 24" PROPOSED RCP STORM DRAIN 36" PROPOSED RCP STORM DRAIN 855 L.F. 2, 170 L.F. 152 L.F. ARE OWNED AND OPERATED BY THE HOA. PRIVATE MAINTENANCE RESPONSIBILITY IS COVERED BY AN ENCROACHMENT PERMIT PR 05-50. "DECLARATION OF RESPONSIBLE CHARGE" HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM, HUNSAKER a ASSOCIATES ADDRESS, /0/79 HUENNEKENS AVE CITY, ST., SAN DIEGO CA TELEPHONE, 1858 I -558-4500 BY, 7 J _y~a-,;t.._, ~MARTIN P. E. NO. , RCE 486 70 EXP I RAT I ON DATE, ~6~1-3~0~/0_G ________ _ SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL TOPOGRAPHIC SURVEY BY SAN LO AERIAL SURVEYS (/-30-97/ TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. REFERENCE DRAWINGS CITY OF CARLSBAD DRAWING 397-2, 397-2H, 397-21, 427-6, 427-68. a 400-8J OWNERS / PERMITTEES REAL ESTATE COLLATERAL MANAGEMENT COMPANY, A DELAWARE CORPORATION /903 WRIGHT PLACE SUI TE 180 CARLSBAD, CA 92008 (760/ 929-270/ LEGAL DESCRIPTION LA COSTA VILLAGE -THE GREENS NEIGHBORHOOD 1.06 (CT 99-03/ BEING A SUBDIVISION OF LOT 6 OF THE CITY OF CARLSBAD TRACT CT 99-03, VILLAGES OF LA COSTA -LA COSTA GREENS IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 14543 FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 12, 2003. PROJECT LOCATION TH/$ PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S/ 2/3-//0-05 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N /985 E 6252 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR TH I$ SURVEY IS THE CAL I FORNI A COORDINATE SYTEM -/983, ZONE VI, /99/.35 EPOCH, NORTH AMERICAN DATUM OF /983 (NAD83J. GRID BEARING BETWEEN STATION CLSB-/53 AND STATION CLSB-070 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002. IE, N 36'47' /2" W SHEET INDEX NOTES AND LEGEND KEY MAP AND SECTIONS IMPROVEMENTS SHEET I SHEET 2 SHEET 3-/3 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. 7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR REPLACE ITEMS REQUIRED TO REMAIN IN PLACE "'1-1/CH ARE DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION OF THE APPROPRIATE AGENCY. 8. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, A LICENSED SOILS ENGINEER SHALL 8£ RETAINED BY THE OWNER TO COMPLETEi NECESSARY TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. 9. THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRED BY THE APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. THE COST OF ANY ADDITIONAL IMPROVEMENTS SHALL 8£ BORNE BY THE CONTRACTOR. ANY ADDITIONAL TEST/NO BY THE SOILS ENGINEER OR OTHER PROFESSIONALS SHALL 8£ COMPLETED AT THE CONTRACTOR EXPENSE. 10. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IN WRITING, WHENEVER THESE .PLANS SEEM UNCLEAR. I I. 12. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 /-/OURS PRIOR TO BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK WITH A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUB STANT I AL CONFORMANCE WI TH THE LINES AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUTHORITY. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONS/TE AT ALL TIMES FOR USE BY THE ENGINEER OF WORK, SOILS ENGINEER AND THE CITY INSPECTOR. THE GENERAL CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. 3. LEGEND OF ABBREVIATIONS ~i------1 r----1 ~ 1---1 BC ave aw CB cc CDS CL CTB DWY EC £OP EVC FL FS GB HP KNU LT LP MVC N.T.S. PCR PRC RCP RP RT SD ST. TC BEGIN CURVE BEGIN VERTICAL CURVE BOTTOM OF WALL CURB CENTER OF CUL-DE-SAC CUL-DE-SAC STATIONING CENTERLINE CEMENT TREATED BASE DRIVEWAY END CURVE EDGE OF PAVEMENI END VERTICAL CURVE FLOW LINE FINISHED SURFACE GRADE BREAK HIGH POINT KNUCKLE STATIONING LEFT LOW POINT MODIFIED VERTICAL CURVE NOT TO SCALE POINT CURB RETURN POINT OF REVERSE CURVE REINFORCED CONCRETE PIPE RADIUS POINT RIGHT STORM DRAIN STREET TOP OF CURB TOP OF WALL PD!' VtNI STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND SHALL HAVE A MINIMUM COVER OF /-/12 INCH OVER THE INVERT REINFORCING STEEL. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE fc • 5,000 PSI. FOR VELOCITIES EXCEEDING 30 FEET PER SECOND, USE le• 6,000 PSI. WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,. CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. CARLSBAD MUNICIPAL CODE. CITY OF CARLSBAD STANDARDS. THIS SET OF PLANS. IN ACCORDANCE WITH CITY OF CARLSBAD RESOLUTION NUMBERS 5840 AND 5841 DATED FEBRUARY 16, 2005 THE STANDARD SPECIFICATIONS FOR CONSTRUCTION (GREEN BOOK). PUBLIC WORKS SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC. SOILS AND TESTING, INC. DATED, MARCH 2000. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. FINAL PROGRAM EIR 98-07. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF WATER AND SEWER SYSTEMS. STORMWATER MANAGEMENT PLAN FOR CT 04-16 PREPARED BY HUNSAKER DATED JANUARY 20, 2005. \ I "'I y 0 "" 0 0 0 '>' y \\ "'°' ' osrA CITY OF ENC/NI/AS VICINITY MAP NTS PROPOSED CURB INLET TYPE "B-2" PROPOSED CURB INLET TYPE "8-1" PROPOSED CLEANOUT TYPE "8-5" ***D-2 ***D-10 PROPOSED MOD. CLEANOUT TYPE "A-5" PROPOSED CATCH BASIN TYPE '"F" DETAIL SHT. 6 **D-7 PROPOSED SEWER MAIN (SDR-35) PROPOSED SEWER MAIN (C-900) PROPOSED SEWER ACCESSHOLE *S-5, **S-11, "*S-12 *S-5, **S-11, **S-12 PROPOSED SEWER ACCESSHOLE (PVC-LINED) *S-1, *S-4 •S-1A EXISTING SEWER EXISTING WATER LINE PROPOSED WATER MAIN 8" PVC PROPOSED WATER MAIN 8" CML&C WELDED STEEL 8" GATE VALVE FIRE HYDRANT ASSEMBLY WITH MARKER END CAP ASSEMBLY THRUST BLOCKS 2" BLOW OFF ASSEMBLY 2" MANUAL AIR RELEASE ASSEMBLY 2" AIR-VACUUM VALVE 12" x 18" REDUCER CONCRETE ANCHOR BLOCK FL x PJ ADAPTOR 4" SEWER LATERAL W/TRAFFIC LID 1 " WATER SERVICE 2" IRRIGATION SERVICE W/ BACKFLOW PREVENTER 12" WHITE LIMIT LINE, "STOP" PAVEMENT LEGEND (THERMOPLASTIC) DOUBLE STREET NAME SIGN W/ Rl-1 SIGN STREET SIGN (TYPE PER PLAN) REMOVE BARRICADE *W-16 *W-12 *W-6 •w-6 *W-7 *W-34 *W-34 *S-7 *W-3 *W-4 SDM-102 SDM-102 M-9 • CITY OF CARLSBAD/CMWD STANDARD DRAWING '* COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWING **' AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS CARLSBAD FIRE DEPARTMENT REQUIREMENTS: NUMBER OF F.H. ·s_9_ F.FLOW.12if! G.P.M. OUT o[_J_ F.H. 's CARLSBAD MUNICIPAL WATER DISTRICT ,4__,-,__,wi;J,11; #~ ROBERT J. w,7 CIK '' JJEPUTY crrr ENGINEER R.C.£. JJ698 ,:, I.., k 5' 7 DATE EXP. 6/J0/06 BLDf. SPRINKLED? '([S _!L_ NQ__ F.FLOW __ G.P.M. f-.-.._., --Z~r-:., ._ 1,/r,/dS I FIRE MARSflAL I 1 'DATE =::-C9 @]= - . ~-- ~-- --s-------- --s-------- -s-0---- -s-O---- -w- -w- ~ FH ----➔ T _BO. _MAR -- _AVA~--• -I- -IE- -------{S -----------<W ITOI + r ------ ENGINEER OF WORK Z___,._,,1 _yt?j~ RAYf.!l)ND L. MARTIN R.C.E. NO. 48670 EXP. 6/30/06 "AS BUILT" ~/~a,t:L REVIEWED BY: c_-:?_a-'6\/flt~ INSPECTOR 2 £.A. 10 £.A. 9 £.A. 1 £.A. 5 [.A. 4,451 L.F. 331 L.F 11 £.A. 7 £.A. 4,820 L.F. 77 L.F. 15 £.A. 9 E.A. 2 £.A. 9 E.A. 5 £.A. 9 £.A. 4 £.A. 1 £.A. 2 £.A. 2 £.A. 91 £.A 91 £.A 1 £.A. 4 £.A. 4 [.A. 7 [.A. 1 E.A. 3/y/;3 DATE 7W VP/ VERTICAL POINT OF INTERSECTION FIRE HYDRANT LAYOUT PLAN SCALE 1 "=400' 1----t--+-----------+---+----t---t---J l.SHlEET I ~C~I-TY_O_F_C_A_R_L_S_B_A_D~ ~ ENGINEERING DEPARTMENT ~ BENCH MARK DESCRIPTION: BRASS DISC IN WELL MONUMENT (s.o. co. CONTROL PT. R/800-288+89 EC) LOCATION: ON EL CAMINO REAL, 2.63 Ml. NL'Y FROM LA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATION: 311.41 NGVD 1929 IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT /OENTJFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIGALERT J.D. NUMBER CALL UNDERGROUND SERVICE ALERT AT: TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG IMPROVEMENT. AND UTILITY PLANS FOi/: ' LA COSTA GREENS NEIGHBORHOOD 1.06 APPROVED&'. .3-/-/3 RL /15-BL.IIL..r /4../..---VC:# JA/~ 1·26 ·06 RLM ReY/Se tJWY/ Ll?Te/Ull Lt?C/1T/(ll/6; J, .1t> .,,_, /Whf,, . CITY ENGINEi'k RCE' 2 333q LLOYD 8. HUBBS r..l':l,lo 5" EXP 1:S/311057 DATE l-'.--=___c_:'-!-'=-'-----l-"="-==::....,:...:..:_:..,__:=:.===----==-'--'--=__:_:__'---'--__ -+-__ ---l---+~,'-#--'-'1'-''-=;''-=-1 I t------t----t--6_H_T_S_4-7,.~9_-_l3~-----------+---+---l--------,----t DWN BY: , ~--P-R_O_J_E_C_T_N_Q __ -~I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY, r-,,Jfj CT 04-16 REVISION DESCRIPTION RVWD BY·. , , 427-7 OTHER APPROVAL CITY APPROVAL I/ r ~-------~ R: \0385 \&Eng \lriproveMen Ls \U:JQSio.01.d wa[ OJ Mn yi,09-2005:08:34 W.O. No. 235? -116 i BIN: i ( I t ...... 0 _,;.... -" 0J ) • ) 0 ,<:. <:: (i) '~ rv ~ I "-J SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALlA TION OF ALL SIGNING AND STRIPING. 2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT, THE CALTRANS STANDARD SPECIFICATIONS (2002 OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED lWO WEEKS AFTER INITIAL PAINTING. 6. ALL S/GNAGE SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS AND SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING ANO MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BE THE CONTRACTOR. 10. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS STENCILS. 11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION 150 300 SCALE 1•~ 150' AS-BUILT$ T1?lil:T8E1c, TIO/VS LOCATION r~Ar,,.,c.. AC/ CL II l'/6 INl>I:'/ [1,vc,lldS) MICA R.P. <;,-'I lo t-oo ro 1:21-00 5.o 4-.6 ,;;.o MJ::A RO. "!.r///;J.fOo Tc7 /$/-00 -S.o 4.0/ 4.o N/JC.4 /(/:>.grA JS,a> To /greo 5.o 4-.o/ 8,0 M !U/ l('J,. Sr A IB t-oo ro :II roo s.o 4-,0/ 7.0 #I !CA ,f/>. 57 A .::,.1 ,'-oo To .:J 4rS<7 5.0 1-.0(1.0 f/AL.lrtff'L.S-714 9.,-75 ro l3f"o 5.0 4,o) 4-. o HJ/L/7§ I'£ sm /~NO ro l6foo 5:0 ,f,.o/ 6.o HA?rn1 A'.. 5rR 16-foo ro /'fN• ',.O 1-.0/;;;.o HAUT~ f'l. STA 9-foo ro .:,.;:,.,,:,a 5.0 ,f,. •J ,.o 450 31 SUBDIVISION BOUNDARY 93 4 3 2 1 8 7 6 5 PLC ' " ' 66 67 6 69 70 ' 7 ALI ~ --------.f. -~ ,~., -----~~ - - ---,I- 7 72 73 74 ;,9 75 76 r----✓85 86 71 78 84 79 .-:.~-~ "'" w~~• 83 80 81 97 I I 8 UNLESS OTHERWISE SPECIFIED. H.4t-lT6;bi.-STA ;;,_;;,.100 7o ;,5-,.c,o S.o 4:d fJ.o i I --·,, 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 13. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE MUTCD 2003 EDITION AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENTAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 14. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE MUTCD 2003 EDITION AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT UNLESS OTHERWISE SPECIFIED. 16. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BR£4MWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. '/1{.,/ Tef'/.. S.T/1 ;:,.,;-,,,, To .::,g~a:, HAurt-l'l-5-rA ;;,a,o0 ro 31""' HA-wre: )l, SlJ'I 31 'ZM r,, 3.4ADO KYAN1re ,k S.T4 Jo roo ro I J+O() l<YANI rE"'fll-S/Jt/ t~roo ro /6-t-ot:J L fYl(/TGAV6 '---~- S:o 4-.~}7.0 I S:o ,t,.a/8,0 32 I S'.o 4-.o/ 8,o S:o 4-.o/S.o s.o f.o/<f.o 5.o <f.o/7.o 94 .__/-------- LEGEND 17. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. SUBDIVISION BOUNDARY RIGHT OF WAY ---------- 18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 20. (IF NECESSARY) WHERE R4-7 SIGN AND OM/-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"X12''. SEWER NOTES: 1. ALL SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEER/NG STANDARDS VOLUME 1, CHAPTER 6 -DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES" AND 'VOLUME 3 -STANDARD DRAWINGS AND NOTES" DATED JUNE 30, 2004. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. SHEET NO. FIRE HYDRANT PRIVATE STREET LIGHT STORM DRAIN WATER LINE SEWER LINE STREET SIGN DOUBLE STREET NAME SIGN 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED ANO APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. N'LY R/W 74' PUBLIC UTILITY EASEMENT S'LY R/W 4. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING CONSTRUCTION (TELEPHONE: [760]-438-3891 ). 6. USE BUTYL NECK ROPE IN ALL ACCESS HOLE JOINTS. WATER NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 'CITY OF CARLSBAD ENGINEERING STANDARDS VOLUME 2 -POTABLE AND RECYCLED WATER STANDARDS" AND 'VOLUME 3 -STANDARD DRAWINGS AND NOTES" DATED JUNE 30, 2004. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCT/ON SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A ?RECONSTRUCT/ON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN (7) DAYS BEFORE CONSTRUCT/ON BEGINS. THE CONTRACTOR SHALL NOTIFY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS PRIOR TO BEGINNING CONSTRUCTION SO THAT INSPECTION MAY BE PROVIDED-TELEPHONE NO. ([760} 438-3891) FOR SCHEDULING. 5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE £4SEMENT. ALL EXISTING TREES AND STRUCTURE SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT 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. 7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH "CITY OF CARLSBAD ENGINEERING STANDARDS 2004" OR AS AMENDED. 8. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. CMWD CONSTRUCTION NOTES 1. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL POTABLE WATER METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 2. ALL WATER METER BOXES SHALL BE 17"X30''X12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 3. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS ANO SEWER SERVICES SHALL BE 10 FEET. 4. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 39' 10· 24' EXIT ONLY 4.5' 5.5' 12· 12' TURN TURN CONCRETE SIDEWALK (TYPICAL) \\\\\-=---\ 2% fi::..__ TYP. ttf':::c\\\\-,,,\_,,,,u, <'.: • -,.-;~ ~ 8" WATER MAIN .,+..---" ::, MEO/AN 5' I 5' i J5' 20' 10' TRAVEL 5.5' , 4.5' A. C. PA 1/EMENT "' AND BASE (TYPICAL) B" SEWER MAIN CONG. CURB (TYP) 4---._11_· _ _,_J_',__1J_'_--,r- NOT TO SCALE ON PLAN STORM DRAIN PROJECT ENTRY PORTION OF PYRITE AVENUE LOCAL STREET -DESIGN SPEED: 25 Ml'// PER MASTER PLAN -MEO/AN TO BE MAINTAINED BY HOA ACTUAL STRUCTURAL SECTION TO BC DETERMINED BASED ON THE "R" I/Al 1/t TEST, APPROVED BY THE CITY ENGINEER {.!. = 5,0 ·',.\<' ,1 ;·• .:;,,: ·.,: £XIS/ING PUBLIC COLLECTOR STREET AL/CANTE ROAD IMPROVEMENTS PER DRAWING 400-BJ AND 81 DESIGN SPEED: 30 MPH NTS NTS [XX] Q--o ci W'LY R/W J' TYPICAL DRY UTILITY BOXES, VAULTS, ACCESS HANDHOLE, £TC. 10' 11 MICA ROAD CONTINUATION PER DWG 427-6B / ! TYPICAL PR/I/ATE STREET LIGHT JO' 60' PUBLIC UTILITY EASEMENT ['LY R/W JO' 20' 20' 10' 11 4.5' 5' (HOA OPEN SPACE LOTS (TYPICAL) J' MIN. 6" CONCRETE CURB 11,loi-;,1111 AND GUTTER \ ,,,,,11v ( ) 'k· 11P I TYPICAL 2% '?'' . :II_ il'=cll/l~~;~p \_• C,llil ~~;~-/- ~ ~ ~ '< Si .. . CONCRETE -J-$ 8 WA TFT/ MAIN WALK (TYPICAL) 8" SEWER MAIN STORM I " DRAIN 1 J' 11' +---- NOT TD SCA ff ON PLAN HALITE PLACE PUBLIC CUL DE SAC (STA. 25+04 • STA. 32+47) "LfVABff STREET DESIGN" LOCAL S TR£[[ -DESIGN SPEED: 25 MP/I ACTUAL STRUCTURAL SECTION TD 8£ DETERMINED BASED ON TH[ "R" VAL 1/E TEST, APPROI/ED BY THE CITY ENGINEER T.I. = 5.0 NTS HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 11W9 Huennekens Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558·4500 · FX(858)558·1414 ·,., • -'I ., ', \ 3 KEY MAP 5' OR L PER PLAN PER PLAN • <o - PL PER PIAN CURB ONLY - Pl: ,J I I TYPICAL SWALE "' 7.0' "' "' EGO£ OF-~ GUTTER 6" TYPE G C&G 1.67' 1.5} CURB FACE CURB FACE TRAFFIC CALMING DETAIL NTS W'LY &: N'LY R/W TYPICAL PRIVATE STREET LIGHT 60'/56'* PUBLIC UTILITY EASEMENT J0'/28'* Jo'/2a* J' 13'/10'* I 17' 18'* 1 l'/18'* MIN. 6' 5' ' 7.5' ~-2> 4.5'* CONCRETE CURB ~~:¾, TYPICAL AND GUTTER ~~'-+ _?£ FIR£ HYDRANT (TYPICAL) ~~ TYPICAL OT/ Y U T/L T "' TRENCH (SDG&:E, PHONE, CATV, £TC) ,-, 8" SEWER MAIN RW CURB TYPICAL SIDEWALK UNDERDRAIN DETAIL NTS NOTE: EVERY LOT SHALL HAVE 1 SIDEWALK UNDERDRAIN PIPE PER SDRSD 0-27. MAXIMUM PIPE DIAMETER THROUGH CURB IS .J''. LOCATION TO BE SHOWN ON ''AS-BUILT" PLANS. CLY &: S'L Y R/W 13'/10'* I I 7.5' • 5' 4.5'* r HOA OPEN SPACE LOTS (TYPICAL) J' MIN. 6" -~ 'P,x . 48670 . 6/30/06 ENGINEER OF WORK I\STORM ' * DENOTES 56' WIDE R.O.W. WITH 36' RA~~;'/4@A TYPICAL DRY UTILITY fl. ..,-jg, /4.r BOXES, VAULTS, ACCESS \_ [)}DRAIN I WIDE CURB TO CURB FOR CUL-0£-SAC HANDHOL[, £TC. STREETS (PER MASTER PLAN). ' 7 DATE A.G. PAVEMENT IJ' 11' R.C.E. NO. 48670 EXP. 6/30/06 AND BAS[ (TYPICAL) NOT ro SCALE ON PLAN "AS BUILT" PUBLIC LOCAL STREET/CUL DE SAC 2,.,~y~ .J)y/13 MICA ROAD, *HALITE PLACE AND *KYANITE PLACE v DATE "LIVABLE STREET DESIGN" NTS RCE 4-B<o7o EXP. 4,/ 30/1,;. LOCAL STREET -DESIGN SPEED: 25 MPH ACTUAL STF/UCTURAL S[Cl!ON ro 8[ DE/£T/MIN£D BASED REVIEWED BY: /, f. I.. ON TH£ "R" VAL VE TEST, APPROVED BY TH£ CITY ENG/NffR 3/(...,!tJ. U = 5.0 C': P:,,,._,.,~ . ...,. r:L INSPECTORP • , DATE I SH;ET I CITY OF CARLSBAD rn ENGINEERING DEPARTMENT 3 IMPROVEMENT AND UT/LIT( PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.06 APPROVED /JY' LLOYD B. HUBBS /4./...-"<"#. ve:-;~ CITY ENGINEER RC~9 c.lr/=5 EXP l?/3//W5 ' -, ' DATE 3-/-13 !?LM '.:/_\ ,t:f S-Bl.l/l T DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY:-t\/E'___ RVWD BY: J",--' OTHER APPROVAL CITY APPROVAL R.: $J:385 \&Eng\ [ -.:i~'uVc>rien Ls \0385io.02 ,ciwg[ 0JMo. y·-09-2005:08:46 CT 04-16 427-7 W.O. No. 2.352-116 BIN: $ 0 ~ rv G) 0 -,., ~ _. t,.,) (,.J ........ I "'-..J - I C l BEARING/DELTA 1 N 87"5 7'oo· w 2 s13•00· 3 N 88'50'00" E □ BEARING/DELTA 1 86'01 '11" 2 N 87"57'00" W J s13•00· 4 N 88'50'00" E 5 36'52'12" 6 36'52'12· 7 N 88'50'00" E B 90·00·00· 9 90·00·00· 10 N B8'50'oo· E 11 29·55'35• 12 29·55'35• 13 N 88·50'00· E 14 s1J'oo· 15 N 87"57'00" W 16 86'1 7'24" 1, 180·00·00· 18 N 87"57'oo· w 19 s 1 J'oo· 20 N 88·50•00· E 21 180·00·00· 22 N 88·5o'oo· E 2J 3·1soo· 24 N 87"57'oo· w J BEARING/DELTA 1 N 88.0J'41" W 2 J'06'09• J N 88'50'00" E I +-I , r l- CENTERLINE DATA RADIUS LENGTH REMARKS 72.07' 200.00' 11.23' 129.88' CURB DATA RADIUS LENGTH REMARKS JO.OD' 45.04' 6" TYPE G C&:G 24.12' 6" TYPE G C&:G 171 .00' 9. 60' 6" TYPE G C&:G 21.43' 6" TYPE G C&:G JO.DO' 19.31' 6" TYPE G C&:G JO.OD' 19.J1' 6" TYPE G C&:G 22.45' 6" TYPE G C&:G JO.OD' 47.12' 6" TYPE G C&:G JO.OD' 47.12' 6" TYPE G C&:G 24.68' 6" TYPE G C&:G JO.DO' 15.67' 6" TYPE G C&:G JO.OD' 15.67' 6" TYPE G C&:G 28.27' 6" TYPE G C&:G 225.00' 12.6J' 6" TYPE G C&:G 23.85' 6" TYPE G C&:G JO.DO' 45. 18' 6" TYPE G C&:G 5.00' 15.71' 8" MEDIAN CURB 19. 17' 8" MEDIAN CURB 195.00' 10.95' 8" MEDIAN CURB 21.4J' 8" MEDIAN CURB 5.00' 15.71' 8" MEDIAN CURB 21.4J' 8" MEDIAN CURB 205.00' 11.51' 8" MEDIAN CURB 19. 17' 8" MEDIAN CURB WATER DATA RADIUS LENGTH REMARKS 88.6J' 8" PVC CL-150 J89.00' 21.06' 8" PVC CL-150 83.89' 8" PVC CL-150 • • REFER TO CITY OF CARLSBAD ENGINEERING STANDARDS -VOLUME II, CHAPTER 6, DIVISION 15, SECTION 15064, PART J.5 SEWER DATA ( ) BEARING/DELTA RADIUS LENGTH REMARKS 1 N 88.0J'51 • W 88.54' 8" PVC 2 so6'09• 400.00' 21.66' 8" PVC J N 88·50•00· E 72.89' 8" PVC STORM DRAIN DATA 0 BEARING/DELTA 1 N 87"00'08" W 2 1·40•40• J 2·42•59• 4 N 87"26'10" E 5 N 55'22'10" W 6 N 88'49'00" E 7 N 84.JJ'21• E 8 N B2' JJ'28" E 9 7"44'46" 10 N 74'48'4J" E 11 N 1·18'54• E 12 N 4·12'15• E RADIUS 200.00' 200.00' 22.50' • 4' LENGTHS BEVELED BOTH ENDS + 4-' LENGTHS LENGTH 9.04' 5.86' 9.48' 127.J2' 31.84' 170.98' 26.J2' 5.92' J .04' J.89' 40.88' 8.6J' -WATER TIGHT JOINTS ALONG ENTIRE PIPE REACH •• SEE PROFILE FOR WATER TIGHT JOINTS □ SEE ENGINEER'S STORM DRAIN NOTE NO. J REMARKS J6" RCP 1350-D- J6" RCP 1350-D-+ J6" RCP 1350-D•• + J6" RCP 1J50-D** 24" RCP 1J50-D 24" RCP 1350-D'* 0 PRIVATE 24" RCP 1J50-D0 PRIVATE 24" RCP 1 J50-D0 PRIVATE 24 • RCP 1 J50-D•0 PRIVATE 24 • RCP 1 J50-D0 PRIVATE 18" RCP 1350-D** 24-" RCP 1350-D- 10+00 SUBDIVISION------._ BOUNDARY '\ \ \ 11+00 h. I-t-_ _, _ _, ,...J " g ~ If) 98 ~ I ~ ~ ~&l ~il;§: 9J+78.60 PCR AL/CANTE ROAD PER DWG 400-BJ ~ ~ 1§ 11 [;l~ ,.._ ~ o o o BEGIN SURFACE IMPROVEMENTS, AlJCANTE ROAD I ~ :::,8~ "' El "'.''1 ~ "' Cll Cll Cll END EXISTING C &: G REMOVAL " "' ~ c:, ,. ,-, ,-, ,-, ,-, ,-, AND CONNECT TO EXISTING I L \ I "' Lu "< c:,Cll, "-~ '-' <o "I '-' '-' SIDEWALK PER DWG 400-BJ ' l· I ,· 6 Cl~ '% ~tti== 6 :;,i ~ ~ ~ ~ ~ LIMIT LINE AND ~3 -<: :a: c:, iik: Ii --1--1--1--1--1--I-PAVEMENT LEGEND•~ , '< !;:; --.J ~ :: :: :: :: :: 10+29.89~1J.71'LT · ""-.. I I~ / REMOVE END CAP &: t. ~ i'! 0:: 12+00 -::i -\, --71 CONNECT TO EXIST WATER ~ ~'°''"' : i ' ~ "' ~ SEE SHEET 6 12?<8" REDUCER I : 1 , .\. \ I <..) I ' " a• PER DWG 400-BJ &: CONSTRUCT .. ':T'i---1'-k, ~-· \ 0e:,, I• HAUTE PLACE 1 ' V""-~ " I' :. .. c, W14 1 SIGN If!. 10+J0.00~2.71'LT 8 • , . , , , 1; Ji I ~ _ 12~?4.17-- REMOVE ENO PLUG &: ~ , I:! ~ '' ,le: ' ' ' · · , ..._ ' ' ,: B "I I V 24+68.6J HALITE PLACE CONNECT TO EXIST SEWER t '-1 " • ~ I " • • ·, • >-- PER OWG 400-8J • , ...... .:.-, • Gi 2, • • r,,L ~ --· -.. .. : .. , . .,. 71.;r~, 7= CL INT IM-/._ • .,._ . Cf" .:!J · ~ g Li.JIE_ '4 6 " 'J. 24+57:6J HALITE ""CE 10+00.00= . I -._ 1 1 •W-71 -~ s_,,. v-" 1J1+8J.09tAH NO 1 !~:!~~~ ;~CANTE ROAD . . : ;; ~':b <'-~ ' (2 ~,-I-</ ~ r.\ /'?\;::I ,1_JJ j ~.,..,....-,~ 1;;:~i;~I REMOVE EXISTING HEADWALL /' ,1) _ -'fl_, ~/ ~ 2 J • ~ '-~ ~ " ~ ~ rc;;i 24+4 .J9 HALITE PLACE &: CONNECT TO EXISTING so ( fT, c, .• , . ·. ·• ~ • 12•L 11, 4-• ~ 't; _-,:; Msf2ED.OP'J.:IEL ASHT.5. C60 2'+J8.6' ,. PER OWG 400 BJ 1 ,•, , 1'' _115,_;_ -~ "' ,, ;; c, c,~ T T "-~~ ~ "'"'r'T \ z--;t. ~ '. , ,. ; ,,. , _ . " ! : · .:~,., ~ 96 ~ """ = ON FINAL MAP RELOCATEEXISTING ' / '• :/11 ~1-~.101 ·• •·,. ~~-h. ~L '._;j 'i~ I,,"" ., ,oNI/!. ST LIGHT TO PCR ' .L I:_:.., ---I ' I J I ~ I '1' HAUTE PLACE !~;;~:~g ':al/TE P! •CF iigq;;;~i;~Al~~i£iti, II / t J / ~ ~ S 11 [;l~ ~ ~ t : ~ ~ ~::,: ~ ~ ~ '-" SEE SHEET 6 [_;!'f 8-2 INLET 69 ANO CONNECT TO EXISTING I • · "< "> _, "> o, _ -~ ~ Cll ~ ll. "( -.J ll SIDEWALK PER DWG 400-BJ AlJCANTE ROAD / ~ ": '-: cl, "'l "l I ~ ~ I ll O § "' "-\,;! !;, :;J ~ PER DWG 400-BJ I i lg rJ '-" ~ ill:., ~ :lj ~ &l it °' !:jj ;;; :::i ~ ~ ~ c cl; cl; ll-cl; 611::ii cl; cl; , ::i :;i li'l ~ ~ '% ""~ -1-- -... -(::_ -C0h...J -... -:: ~ ~ : !;:; :: ~ ~ ~ ~ 93 :t: ::. :t: .'.. ~ ---Q::V) 70 '-FOR MEDIAN AREAS SEE DETAIL RIGHT PYRITE AVENUE 6., .,,....----SUBDIVISION r BOUNDARY I ;/; I ;/; i i on (/j ,-; ~<'i .,; '--i ~ I I 7 I HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING ENQNEERING SURVEYING 10179 Huennekens Street San Diego, Ca 92121 PH(858)558-4500· FX(858)558·1414 I -+--+-----,-' _j: : 1 -_J_ i + --+' ----+----+ .I --+ 7 T _, __ _ -- - HORIZ . VERT . 1 "=40 ' 1 " 8' .. .. 11 r::n CONNECT TO EXISTING STORM DRAIN PER OWG 400-8C 40 0 t ~ 40 SCALE 1 "= 40 ' 80 120 MEDIAN AREA DETAIL ENGINEER OF WORK ~£~~ RAYMDLMARTIN DATE R.C.E. NO. 48670 EXP. 6/30/06 "AS BUILT" ' ~ ~a.I= :rA_,__,0~1~1 _ RCE 4-81,,70 EXP . ,k/.30/(¢.. DATE REVIEWED BY: / ,1 c---A'~ INSPECTOR 7 • I SH~ET I CITY OF CARLSBAD ~ 1----+---+-------------------+-----t---t---t---i ENGINEERING DEPART~ENT ~ 1----+---+-------------------+-----t---t---t---i IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.06 APPROVED qr LLOYD B. HUBBS ~,,x:_.t? i,,,e,-__;_~ "'-/7/.o.S- CITTENGINttR £E,1";,J;j® r•e 12 1 31 In?' Y DATE 1-::---,-c.-i-:=---:-ti,--~--:=-------------t---t----ii---,-, ~=====~;:.-=-=-=-=-=-=-=;:-=-=-=-=-=~'.='.,=-=-=-=-=-=-~ .J// //3 /i'.!"1 1-i\ ""'s-Bu /L. r DwN BY, ____ I PROJ ECT NO. I DRAW ING NO. DATE IN ITIAL DATE INITIAL DATE INITIAL CHKD BY: --->;G"c\/uP~-CT 04-16 427-7 REVISION DESCRIPTION 1'R('!VW,viDIJ_.".BY,-_,_:~'-nF'=fl=c=J ~-------~ ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL L . - R:\0385\&Eng\lmprove me nts\0385ia 03.dwg[ 0]May-09-2005: I 0:24 W.O. No . 2352-116 BIN 0 =E I\) '-I I '-I ) J I I J ! r ~ i 1 -+-+--+----+--+--+ + ,----+ + PROFIL - I ' +---+ -+--+-f-------{ t + r l CENTERUNE DATA I 1 BEARING/DELTA RADIUS LENGTH REMARKS 1 N 64'43'00" W 26.16' 2 33·43•00· 200,00' 117.69' J N 31°00'00" W 61.06' 4 48'14'00" 50.00' 42.09' 5 N 17'14'00" E 102.99' CURB DATA □ BEARING/DELTA RAO/US LENGTH REMARKS 1 195°06°58" 38,00' 129.41' 6" TYPE G C&G 2 N 64'43'00" W 26.16' 6" TYPE G C&G 3 33°43'00" 218.00' 128.29' 6" TYPE G C&G 4 N J1'00°00" W 14.66' 6" TYPE G C&G 5 27'57'10" 60,00' 29.27' 6" TYPE G C&G 6 104'08'21" 60.00· 109.05' 6" TYPE G C&G 7 27'57'10" 60.00' 29.27' 6" TYPE G C&G 8 N 17'14°00" E 56.59' 6" TYPE G C&G 9 N 1 T14'oo· E 103.89' 6" TYPE G C&G 10 48"14'00" J0.00' 25.25' 6" TYPE G C&G 11 N 31"00'00" W 46.84' 6" TYPE G C&G 12 48'49'58" 100.00' 85.23' 6" TYPE G C&G 13 N 79'49'58" W 50.00' 6" TYPE G C&G WATER DATA I ( : BEARING/DELTA RADIUS LENGTH REMARKS 1 N 64°43°00" W 44.16' 8" PVC CL-150 2 JS4J'oo· 189.00' 111.22' 8" PVC CL-150 J N Jroo·oo· w 75.76' 8" PVC CL-150 4 N 14·00•00• E 28.11' 8" PVC CL-150 5 3°14'00" JOO.DO' 16.93' 8" PVC CL-150 6 N 17'14'00" E 77.Jl' 8" PVC CL-150 •• USE 1 O' LENGTHS IN ACCORDANCE TO CITY OF CARLSBAD ENGINEERING STANDARDS -VOLUME II, CHAPTER 6, DIVISION 15, SECTION 15064, PART J.5 SEWER DATA { : BEARING/DELTA RADIUS LENGTH REMARKS 1 N 64'43'00" W 44.16' 8" PVC 2 33°43'00" 200.00' 117.69' 8" PVC J N 31'00'00" W 83.45' 8" PVC 4 N 17'14'00" E 125.J7' 8" PVC •• •• I .+-:c t +-- t I t -t+---=--- SUBDIVISION BOUNDARY 9+92.00 END CAP ASSY de 2" AVA 40+64.70 CDS ST LIGHT (PVT) + l + + 2J0 + 23 t I -1.00:Jr rv~---i+ ~ ! 240.Jo L C ~ C g ::i + d ~ ... .<', . t -j----,--t- --t TC = CL + 0.04' UNLESS OTHERWISE I + ~~ . SHOW+ I +-+-"•'-Cf II~ T. l· c:,.iC --~ l - --<- + I f +==-+--+--"'-'== L +~=+=+=-+-+-. 1 =-=--+-----"-~--+---+- --+--+---+----+ [ . I +-----+-LJ29~27''+---+-+- l/2_' 4.64 L=/09.0 '· ~--_ -L=:i9-:27' . C/2=14.64' f I 1 -+---+-+'---'!'---!--+---+-~ +c====-+-+-+-+-'-----1---l-' I ~ +-+ 45' MIN CO R (,;YP.) --~- -t I -~122,87'LF ~ e• ' ~C---'---'I!! ~ -I!! ' =+-"-1-=cj~ Pf II) + I.() +--~+-+ --+=+----+----jl'-c>,.,.,1-1~ ~ IIV, 1-f.ltJ I ----+ h u 1;;; l I~ "' ~-+ i ~ +' + T ct I '. + r J 1 t + -f--+=F==--t---f--l------l--l--'---'==+--. 1 I '246 i • 1 1 I ]_•~ . -~-4f-i--~To-=--tpc-1-~o ±c--+--'+=+-"+==--'-- +4=4__ I R7GR DR&'--+c--±=--'----'cc-- -242 ~---->---c~=-c=cct===',,--±-+- +- I ' -----------.,. i I --+-- I I ---------r I -242-······· I ----- L ' t + t ---- --t ' I -----+ f-- ::_·_·t----+---f _--+- f B-~P_R_O-FI_L_E----'-~C-A_L_E_S--1 + <--+-----+~-+-. l ·•----=-----------fl ( ) I DICA1Pi F1/cLl1 £L_E:v. HOR IZ. VER T. 1 "=40' T l -+---+--'----1--'.["""]~l-+-DICA -, Ev. FROM REfERENCE DRAWING$_ 1 "=8' 10+00 11+00 12+00 13+00 14+00 ' ' 21 ft. 24 20 ft. ~ ~ &l :;i ~ t + ... - 25 HALITE PLACE ~ ~~ :;i C ~to +- ~(3 27 HUNSAKER & ASSOCIATES SAN DIEGO, IN C PLANNING 10179 Huennekens Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500 · FX(858)558·1414 ., 40 0 40 80 120 ~---- ENGINEER OF WORK ~htdY~~ R~D L. t.lARTIN ' DATE R.C.E. NO. 48670 EXP. 6/30/06 "AS BUILT" ~.J£'/Jt~ RCF "c$1, 70 EXP. (,/3,,//~ J/r/!r DATE INSPECTOR / ----.; 1------1--+------------+---+------t--+------------l j sH~ET J .c_1_TY~o_F_c_A_R_L~s_s_A_D~ ~ _ ENGINEERING DEPARTMENT L____!2__J DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPR0V[M[NT ANO UTI L/1Y PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.06 R:\0385\&Eng \Improvements \0385io04.dwg[ 0]Apr-24-2705: 14:25 W.O. No. 2352-116 BIN : -+- i I ' l .. j j I ' . . - --r-,- .11 I . o : l --+=+--+----c----c= + . -J_ +----CURB PRVFtLF 9 .. ·------------'--11 I I f CENTERUNE DATA ll BEARING/DELTA RADIUS LENGTH REMARKS 1 N 1,14'00· E 110.27' 2 N 1,14•00· E 170.90' 3 N 1,14•00· E 210.34' 4 32"59'00" 300.00' 172. 70' 5 N 15'45'00" W B5.79' CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS I N 1,14•00· E 60.27° 6" TYPE G C&G 2 N 17"48'2J" E 100.00' 6" TYPE G C&G 3 N 17"14'00" E 331.24' 6" TYPE G C&G 4 32·59•00· 2B3.00' 162.91' 6" TYPE G C&G 5 N 15'45'00" W B5.79' 6" TYPE G C&G 6 N 15'45'00" W B5.79' 6" TYPE G C&G 7 32'59'00" 317.00' 182.49' 6" TYPE G C&G 8 N 17"14'00" E 162.34' 6" TYPE G C&G 9 90·00·00· JO.OD' 47.12' 6" TYPE G C&G 10 90·00·00· JO.DO' 47.12' 6" TYPE G C&G 11 N 17"14'00" E 75.90' 6" TYPE G C&G 12 N 17"14'00" E 63.27' s• TYPE G C&G WATER DATA { 1 BEARING/DELTA RADIUS LENGTH REMARKS 1 N 17"14'00" E 99.27' B" PVC CL-150 2 N 17"14'00" E 170.90' 8" PVC CL-150 3 N 17"14°00" E 221.34' 8" PVC CL-150 4 32'59'00" 311.00' 179.0J' 8" PVC CL-150 5 N 15°45°00" W B5.79' 8" PVC CL-150 •• USE 1 O' LENGTHS IN ACCORDANCE TO CITY OF CARLSBAD ENGINEERING STANDARDS -VOLUME II, CHAPTER 6, DMSION 15, SECTION 15064, PART 3.5 SEWER DATA < J BEARING/DELTA RADIUS LENGTH REMARKS I N 1,14•00· E 110.27' 8" PVC 2 N 17"14'00" E 170.90' B" PVC 3 N 17"14'00" E 112.46' B" PVC 4 N 17"14'00" E 97.B8' 8" PVC C-900 5 32'5B'59" JOO.OD' 172.70' B" PVC C-900 6 N 15·45•00· W 60.79' B" PVC C-900 7 N 15'45'00" W 25.00' B" PVC STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 N 17"14'00" E B5.63' 24" RCP 1350-D 2 23'JJ'53• 290.00' 119.27' 24" RCP 1350-D 3 B'J7'42" 290.00' 43.67' 24" RCP 1350-D 4 N 15'45'00" W B5.79' 24" RCP 1350-D 5 N 72'46'00" W 4.75' 1B" RCP 1350-D 6 N 12"4"'00' W 24-'50' 24" RCP 1350-D 7 N 83'16'24" E 39.09' 1B" RCP 1350-D •• PRIVATE 13+00 I LEFT CURB TC = CL + 0.04 ' FROM STA 13+50.00 TO 14+10.27 UNLESS OTHERWISE SHOWN +-~ L ~ RIGHT CURB TC = CL + 0.04' FROM STA 13+50.00 TO 14+13.27 UNLESS OTHERWISE SHOWN i +----+--+-+--+-+ -T --+-t-+--t 1 f--C-.;.-+--+---+--+~+=t--C LEFT CURB TC = CL + 0.06' FROM STA 15+10.27 TO 21+00.00 UNLESS OTHERWISE SHOWN I •---1 Q ~-i ---j-+-e-~---+-~~•t--C+c=---->- . ;--+---,. --+--+---+c._ T -L r 1:i • PVC o -2.0/}Jr t ~ ! f ++ 14+00 ---. + FINISHED ,SURFACE +-+, OVER ·CENTERUNE .J- .-+- ~ t ~ 15+00 -J ~B t'VC O -2.oox r-"'1 "' -j_ " ~ ~ " -+- -1 I + 16+00 ------~ I ' MAR TOP OF 8 • PVC W1J1 r, -1/':_ HC, :}75 7 I Cl.-150 }--- T 17 .--r---•~ t =;=+=e==--..j .... -t- I ... "' "'1 ., 0 -!c:i "' "> Cl Cl) + + <c <DC> :~ <o ... • ~[ _:_d:_ t; b t ~ "-• • • • Cl Cl • <o -- 'Al.IT£ P CE 17+00 18+00 RIGHT CURB TC = CL + 0.06' FROM STA 15+07.27 TO 21+00.00 UNLESS OTHERWISE SHOWN .,- : I f ± 19+00 6 7 r ' - ---- ----· ! I ~ I 20+00 16 15 13 If 12 If ::; ci 8 ~ ' "' .... '-., ' r 0 0 r c:i -t IO ( 1~ ( ;! r Ul ~ t l -0-- , l:i 0. " " ...; 2 7 -+ ... - ~ 11 . . . ... 45 ::; ...; <o + "' -+ ., - s <o <o --... ~ ~ + ., ., -- 63 ~ ~ + ., - --. - ,sl ~ <o Cl -~ <o -t i:l " " ...; ~ ~ ., + ., d -+ + 0 h ., ., "':~ --lg-+ -.J Cl) h 64 -.Vj bl :a: ~~ Vi J::::i, o'i 8~ C:,tJ c:i ct~ 00::;:~ ~ Vj )CC +- 1/l ~~ a, Cl l!J Cl Cl -""'"' "' <o ..... ..: "' <c ~ ~ ~ O<-.., ~~ 9 6 + + + + ~<3 Cl) Cl) --"' -65 If _,/ ....__/ ..._..,. ._/ '-...-/ .__/ - \_./\-__,,,._/ In----~ HALITE PLACE HUNSAKER & ASSOCIATES .3 J, //3 .0, .,, AA ~s-..,. ,,., r __/ ! t ( ___ t i I ' I • + I • ' + I 21+00 40 ':. "" _./ 6 J _/ 0 I SH~ET I F : t]j+-+ --!::: I I I ...,...z4 0 ~ 40 BO 120 SCALE 1 "= 40' ENGINEER OF WORK rfr"'N~ad; s-/ei/4., • RA~D L. t.l ARTIN DATE R.C.E. NO. 48670 EXP. 6/30/06 "AS BUILT" ~-,✓~~ ,r./'1//:J DATE RCE 'it-1?,f,_ ZI? EXP. C,/ 34//¢- REVIEWED BY: .JI~ '3/ 'Y>J /,3 .....-:::! Ct .. • , ► i INSPECTOR OATE CITY OF CA RLSBA D ~ ENGINEERING DEPARTMENT 3 IMPR0V[M[NT ANO UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.06 APPROVED ,JY LLOYD B. HUBBS d &; • ~d -----~· 't!j Ci fY ENGINE-RC[ = )f.iig ~L7/=S:. Exe 12Z31 t05' --DATE J SAN DIEGO, INC (·26 ·06 /i'LH ;/}\ /i'cVISc PWY I LR7E/i'RL L0t'R7IONS ~/• I -OWN BY: PROJECT NO. DR AWING NO. PLANNING 10179 Huemekens Street DATE IN ITIAL ENGINEERING San Diego, Ca 92121 ENGINEER OF WOR1 REVISION DESCRIPTION SURVEYING PH(858)556-4500-FX(858)558-1414 DATE INITIAL OAl't INlflAL CHKD BY: i;;,l,!P RVWD BY: \. ' OTHER APPROVAL CITY APPROVAL R:\D3B5\&Eng\lmprove ments\03B5ia05.dwg [ O]Apr-24-20□5• 14:24 CT04-16 427-7 W.O. No. 2352-116 BIN : (J1 g_ BOECO COPOLYMER POLYPROPYLENE STEP OR EQUAL MARCON PRECAST ACCESS HOLE SHAFT OR EQUAL\_ 1--4' DMMETER--l PROVIDE LANDING WITH 3 ' DIAMETER ACCESS OPENING. ALIGN OPENING TD ALLOW UNIMPEDED VIEW OF THE ---!--ll----a + I ----/ _-IF,-1cl-!k--ll--l--+--''fu. -L I 1 ; ,,Ml, I CL "1 -R• SWR -----.... I 1. - .. I CENTERLINE DATA J BEARING/DELTA RADIUS LENGTH REMARKS N 1·1o·no· w 316.17' 2 747•00· 1000.00' 135.84' J N 8°57'00· w 42.90' CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS 1 N 1"10'00" W 316.17' 6" TYPE G CdcG 2 J"JJ'20· 980.00 ' 60.81' 6" TYPE G CdcG 3 31'02'27" 100.00· 54. 18' 6" TYPE G CdcG 4 N 35·45'47" W 50.00' 6" TYPE G CdcG 5 206"48'47" 40.00' 144.38' 6" TYPE G CdcG 6 N 8"57'oo· w 42.90' 6" TYPE G CdcG 7 747•00· 1020.00· 1J8.56' 6" TYPE G CdcG 8 N 1•10•00• W J16.17' 6" TYPE G CdcG WATER DATA J BEARING/DELTA RADIUS LENGTH REMARKS 1 N 1"10'00" W 316.17' 8" PVC CL-150 2 26"56'06" 464.76' 218.49' 8" PVC CL-150 • • REFER TO CITY OF CARLSBAD ENG/NEERING STANDARDS -VOLUME II, CHAPTER 6, DIVIS/ON 15, SECTION 15064, PART 3.5 SEWER DATA l BEARING/DELTA RADIUS LENGTH REMARKS 1 N 1"10'00" W 7.63' 8" PVC 2 N 1"10'00" W 308.54' 8" PVC 505.8J' 199.59' 8" PVC STORM DRAIN DATA 0 BEAR/NG/DELTA RADIUS 1 N r10·00· w 2 N r10·00· w 3 N 8"41'42" W 4 N 88"5o'oo· E 5 48'/1'14' 22.50' 6 N -1z·ss u;• w 7 N 88"5o'oo· E 8 1o·u•33• 90.00 ' 9 N 78"36'27" E + 4' LENGTHS BEVELED BOTH ENDS • 4' LENGTHS BEVELED ONE END LENGTH REMARKS 61.24' 24 • RCP 1 J50-D 298.71' 18" RCP 1350-D•• 175.51' 18" RCP 1350-D 8.02' 148.64' 16.06' 15.52' 18" RCP 1350-0~ 18" RCP 1350-D + 18" RCP 1350-D 18" RCP 1350-D" PRIVATE 18" RCP 1350-D" •PRIVATE 18" RCP 1350-D" PRIVATE -WATER TIGHT JOINTS ALONG ENTIRE PIPE REACH •• SEE PROFILE FOR WATER TIGHT JOINTS TC -CL UNLESS OTHERWISE L--~--S==-H'-'--"-0-'-'W'.-'-'N'----__ --,---l.__ t ·+ ;--+ -+--+ ' .• r--+--+.. ---+--, ,_ -I--ct- ' ,/-0.00' VC O TA 28+96.'13 ,_ --j EYI EL~ 2J,.0.59 +-_+-_-~1-•·-cr+----G1 =/$. 75;r_ 2=9. 70X -------+- _____:_:_:....:. -------------. 27+00 28+00 29+00 30+00 ( 0 0 (s) 89 7 Fe. 88 Fe. . 91 +99.57 SD BC -r--~-~~--- SUBDIVISION___./ \ BOUNDARY '-'9e.s,:?+~J~?.-~o~~-n_~---- MODIFIED TYPE F CATCH BASIN 87 86 ___.. HALITE PLACE ' .. I •.... j---- --+---+- 31+00 ..- '---~ Pl.ANNING ENQNEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO, l~C 10179 Huennekens Street San Diego, Ca 92121 PH(8S8)558-4500· FX(858)55S.1414 32+00 81 33+00 FOR WATER LINE CONTINUATION SEE SHEET 8 9 7_.,/.___/ J _) ) ....__,, ./ 40 0 •· 40 80 120 ~---- SCALE 1 "= 40' ENGINEER OF WORK ~l iJ ~/)i~ RAONO L. l.4ARTIN R.C.E. NO. 48670 EXP. 6/30/06 REVIEWED BY: ;J. c--,A .~ INSPECTOR f I j --1 --J . ----- L - ----r ---·- ' DATE l----+--+----------+--e------l-------1--11 SH;ET I c ITY OF CAR LS BA D ~ ~===--====E=N=G=IN~E~E=R=IN=G==OE~P=A=R=TM=E=N=T==='-'LE_J==~ IMPROVEMENT ANO UTILITY PLANS FOR: LA COSTA GRE,ENS NEIGHBORHOOD 1.06 APPROVED .OJ-LLOYD B. HUBBS A~ -./7 ~ .• //.$" t~"'t't ,7,~31~-·t·t ·~b~\A~'.5~-,BGt;'tl~Ltr~~rf!_~~~~"@~===t==±==~'UJ~t~d ~C=IT=Y=E=NG=l=N=E·=..,.·==R=C=E=~r=-=-·=-~'=-0'=-"=-=-=-=-=E-=X-="-=-''=-"~-='-'"=--~/-o,,,~5'==s=="'=o=A=n~-/·2" ·06 /fLM 17,\ /fcYl6t P WY I LRTe/fRL LOCRTIONG 3 ' --;,-;;,:_ r r OWN BY:--=-I PROJECT NO. I DRAWING NO . DAJE l''TIAL r · •p DATE INITIAL DATE INITIAL ENGINEER OF WOR REVISIO N DESCRIPTION " '"' CHKD BY: g Y CT 04-16 427-7 CITY APPROVAL RVWD BY: ~ ~-----------" OTHER APPROVAL R:\0385\&Eng\lmprovements\0385io07.dwg( D]Apr-18 -2005: 15:25 W.O. No. 2352-11 6 BIN ..... 0 --(..) ) 0 G) -..J I -..J I ------... --------------- ···.k .. ·•· '--rt1··········· ------_____________ +-.. -.. -.. -.. -.--+-------------------r·-·+---t----t---+- -------------------- ---:::-: --- ··· ------~ . -+----+---t---+-- ---:::+ l i-: ·: -_ J-- . --t.----l .----+--+ I -+-~----+·---------------- ------ - -::_ !- . i -- --. :::::: ___ '. __ ----------- +----+-+------+· _--------~ - . ' -----!-- .. , .. ---------· t------"--t----'----+-,_ ..•••.•. = 1---+-··· ~ --+--+-· -. ' T -----+ ---+---+-l--,. l ___ - -----•-- t ' I-+-+ -•-------:: - -----1-I ····••••.f.' ,--.-,-,, -.. -. l,--··-····-····--t•• : .. ·i-···--t--~--+--~ i----r-----+-_· -+-'t----t---+----+ .. -. ··t· ... ·r ----:·==;=--- --_______ ::·e:: --:r _: --T ' i -r-- ------. ---J_ + - . -----. --1. l ----- ----------------1-- . ·--- --1=- --------------T -----------····----------------- - - ---r_ -t---+------c - ' ----•-_r--t-------1--t--~ + ---------- ---.. Jc_ _____ .,_ __ ----------T -- i -j__ I ; -:::··_t···· -! -- . . ' __________ F __ _ L J._ __ J-· ::: ------------------- i • r ; r --+----.+--+---+-f-t- -----~ -------. I . 1· ,. . . WATER DATA I l BEARING/DELTA RADIUS LENGTH REMARKS 1 N 27'48'35" W JO.OD' 8" PVC CL-150 2 N 84'51 'JO" W J0.1J' 8" PVC CL-150 3 N 75'J6'JO" W 154.13' 8" PVC CL-150 4 N 65'19'J9" W 47.53' 8" PVC CL-150 5 N 19'29'00" W 13.58' 8" PVC CL-150 6 N 19'29'00" W 15.00' 8" STEEL CML&c~ 7 N 87'59'27" W 62.22' 8" STEEL CML&c~ ~ WITH WELOED JOINTS PER W-34 80 fl!. 81 ------- - ----- -~ -~ -+- +- - 39+00 s - T t I- - " I I -_,_ I t . ' . .. 1 1-, --i-:---~ l -' ~ j -----: ----- . . . j. •...... - . . t -i-------- 1 • r 40+00 l t -+------- + --+- - - 83 __ , __ _ ·+ 41+00 SUBDMSION BOUNDARY WATER LINE -. ---. ----------------"-- -. ,--- ' I . -----------· -------------. ------------ --.-· ... --r --··· - 42+00 43+00 ' ;;;;E-;;;;T TO CMWO ~ R DOC. NO. .:/ oo S -O(p 3 91.:Z. 3 CORDED 1-:J. ?-0 5 04-121 -~-~----- ' ----1---- . ' 1·:: __ _ -t----+---· ----+- -------•------. [ ' -1----l-----+ ... ---------------•-- ; ----------L -------------- i 1--~---.-.-+-: __ =! - I ·l I 44+00 43+17.59 wrR CONG. ANCHOR BLOCK PER W-34 A=14!! 8=1.0', C=1.25', 0=3.75' 43+22.59 WfR= 10?+80.~0 ··,,;r.ANTE ROAD REMOVE END CAP & CONNECT TO EXISnNG WATER PER DWG 400-BJ FL x PJ ADAPTOR PER W-34 40 0 40 80 SCALE 1 '= 40' ' ---t- + --1 1 !• ·_··_··-=• :.::·--:-: _, t __ _,_ __ _ . ' I ~ PROFILE SCALES 120 HORIZ. VERT. ENGINEER OF WORK RAOND L. f.4ARTIN R.C.E. NO. 48670 EXP. 6/30/06 "AS BUILT" ~, .. ief <4• .I: RCE c;t 8,k 70 EXP. 6 / 3w,£ DATE DATE 1----f----+------------t----t----t--t------i I SH~ET I ~c_1_rY_o_F_c_A_R_L_s_s_A_D_ ENGINEERING DEPARTMENT fsiirn5l l_12_J ■ HUNSAKER & ASSOCIATES SAN DIECO, INC PLANNING 10179 Huennek.ms Street ENQNEERING San Diego, Ca 92121 SURVEYING PH(658)558·4500· FX(858)558·1414 IMPROVEMENT AND UTILITY PLANS FDR: LA COSTA GREENS NEIGHBORHOOD 1.06 APPROVED ,Yr LLOYD B. HUBBS J ,4 ,--.....,,:.4~<"'!-r;;,o~, ~k£..~;1';"'~"'::;<"""hci_-=c;;-.,s-7,,--L /7/ o 5 1-----+----+---------------------1------t---r----r--, 'c1n ENGINEEiPiicE ~1fa rxe 121 1 11n5 IV DATE ~3-:;r/,=1 /--;cl 3::-t-=-R,z-n--=-t-n,.,.--A-::;-c=---12=-u-(l_l,_ ,----------t---,--,--,-, ~D=W=N=-=B-Y=-,~-.... =-~-=;~-=~~-=~~===P=R=o=J:::EC=T==N=o=.==~rD=R=A=W=IN=G==N=o=. DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY, GIIP CT 04-16 427-7 RVWD BY, ),N--OTHER APPROVAL CITY APPROVAL Rc\0385\&Eng\lmprovements\0385;008.dwg[ O]Apr-1 8 -2005;18c49 W.O. No. 2352-116 BTN : ()0 0 - c.,., C (i) I\) ...... I ...... --t =t-c ~-"+--t t I + -+-~-+--+-- t + ~ f f l I <., + + f 2 44---.-t--+.-.J.f-:,,1 ~~ -~ ~ -:t :0 . -244 t .. -......... c__S; c::, ... , f --'--+-.L90" . , ---, '.17§iix -+-+-~-+--+--+--+---+-+-+-...:.! ---'----'---+---'----i- I -l __ t "' 240-t ! I 1 . .. 1 -1----,~40 B~RETURN PR@F~£r.1f-----~~--1--+-+ I ---'--- -+ -+ + +--+---+ -+ --------+------: 1 --r-+ -- ~ T I + l t t I I ~ + -l--+-, ~---+-- + J ' CENTERUNE DATA \ I BEARING/DELTA RADIUS LENGTH REMARKS 1 N 72"46'00" W 277.57' 2 53"D6'01" 240.0D' 222.43' CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS 1 90·00'00· JO.OD' 47.12' 6" TYPE G C&G 2 N 72'46'oo· w 230.57' 6" TYPE G C&G J SJ"06'01 • 223.00' 206.67' 6" TYPE G C&G 4 53"06'01 • 257.oo· 2JB.1B' 6" TYPE G C&G 5 N 72'46'00" W 229.57' 6" TYPE G C&G 6 90·00·00· J0.00' 47.12' 6" TYPE G C&G WATER DATA \ J BEARING/DELTA RADIUS LENGTH REMARKS 1 N 72'46'oo· w 266.57' B" PVC CL-150 2 53"06'01 • 251.00' 232.62' B" PVC CL-150 •• USE 1 O' LENGTHS IN ACCORDANCE TO CITY OF CARLSBAD ENGINEERING STANDARDS -VOLUME II, CHAPTER 6, DIVISION 15, SECTION 15064, PART J.5 SEWER DATA I< BEARING/DELTA RADIUS LENGTH REMARKS 1 N 72'46'00" W 204.57' 8" PVC 2 17'17'29" 240.00' 72.4J' 8" PVC J J5'4B'J2" 240.00' 150.00' B" PVC •• 240 I I --'llf"- ·-0, + -1------'-f---+------1-----+ --~ -! ± ~ ' = -----,----0 r 13 ( If W/4-1 SIGN 10+00.00= [ CL INT 14+60.27 HALITE PLACE 14 64+80.94 AH NO 5 14+49.27 HAUTE PLACE ( 10+11.00= +- t 1 TOP IOF +-+---+- 10+00 "' > c:, I c:, HAUTE PLACE SEE SHEET 5 ~('; ~~ ~~ +::i -::':'i'! +- i "' <I) ... "' '-~ ~ c::, C ~ i-C - 27 !---+-- ~+-+- TC = CL + 0.06' UNLESS OTHERWISE SHOWN tc i +-t I l . " +--~-+·. =f=-f +--+----'-----0- 1 I _l ---f ±--:-__ , !---" -··t ---->- .~ ---+---+--+--,-+ L t l ORIG/NALL, · Ufi/0 OVER CEN LINE -- + - t 11+00 NISHED SURFAC OVER CENTERLINE, t r i TOP OF 8" G 375 -~ < 273.00 LF ~ B I ..,, ,. + .MICA ROAD I T -+ 12+00 . . . . . . . . . . . .. 2 11+00 5 ~ -.: "' ,_ ~ ~ ~~ ;:; ~ ,.. -lo "' it: ... ., c:, ; ; ..g ~ In c:, ~ "' "" a ~ ,._ (::)... q ..; <o co ~ ~ ,-..: ,-..: lrri (Q oi "' '11 "' ... -"' co ~ "' 0, ,-..: "' '--... '--0, " i-i-"' .,_ i-i--~ i- s;:, ._J i--.... --i--.... --i-~d ~ -c::, -c., ----c., --~il: -- t + I t ct I - I ! + 13+00 s 5 <I) "' :,._ -.... ... .:: .; ,,j Q) ~ "' "" vi ' '-.. "' "' ., .. ---., .... :;i -<> ~ oi "' ,-..: i-" ~ i-~ I ! I ' ' ,. If l t- 28 29 If 30 31 '--\___ ~£-'------"" '-..__.,,--.__/ MICA ROAD HUNSAKER & ASSOCIATES SAN DIEGO, l NC. fll..ANNING 10179 Huemekens Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX(858)558-1414 I 1 .,. 1---+~~24011---'--+---+-... -+--+--c---+--+ <'i "''-+---i-"--ln. 1~7. 0 £ 14+00 32 _,) l ' . ~·· f/l . ·r.1 • +-'1'+.., t-+--+---·l"/l . i1 I ~0 I c::, '--+-f--+-----+- 15+00 If 34 J _) 33 _; J ./ I I I i--1-----'---+- ' I -!- I t 40 0 I I 40 I ---1 - -i J__ ..=_.C-- ! 24-~· ..------+ += ----··t 1--.... t += 1~ ~ " +---+---·----i~·--------- 80 ••• , PROFILE SCALES 120 HOR IZ . VERT. 1 "=40' 1 "=8' SCALE 1"=40' ENGINEER OF WORK S, D L. MARTIN DATE NO. 48670 EXP. 6/30/06 "AS BUILT" RCE °?-8~ 76 EXP. <, /3t>/1/~ DATE REVIEWED BY: /J j <" -fi6~ INSPECTOR ~ --. 1----+--+-----------+---~-+----+~[s~ETl .c_1T_Y_o_F_c_A_RL_s_s_A_D~~ ~ ENGINEERING DEPARTMENT ~ IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.06 R:\0385\&Eng\lmprovements\0385io09.dwg[ O]Apr-1 8 -2005: 15:30 W.0. No. 2352-11 6 BTN : C --(.,) --+ - --+-' ---+--+-- :: - ' ---------- T-- t-----+------t - ~ ---+-- 1-----·...:..:-·· 1-----1--•==: :: : :_ - --I - ----• ' - --------------· - • ---.! ' j i I I ----------r -+- ' -f---_____ : CENTERUNE DATA l BEARING/DELTA RADIUS LENGTH REMARKS 240.00' 144.58' 2 N 19'37'00" E 102.37' 3 36'14'48" 400.00' 253.05' CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS 34'30'59" 223.00' 134.34' 6" TYPE G C&G 2 N 19'37'00" E 102.37' 6" TYPE G C&G 3 36'14'48" 417.00' 2 63.80' 6" TYPE G C&G 383.00' 242.30' 6" TYPE G C&G 5 N 19'37'00" E 102.37' 6" TYPE G C&G 6 34·30'59• 257.00' 154.82' 6" TYPE G C&G 7 3'03'46" 415.33' 22.20' 6" TYPE B-1 CUR! 8 50'09'38" 2.00' 1.75' 6" TYPE B-1 CUR! 9 N 15'05'09" E 7.56' 6" TYPE B-1 CUR! 10 28'47'03" 2.00' 1.00' 6" TYPE B-1 CUR 11 0·42•01· 410.00' 5.00' 6" TYPE B-1 CUR! 12 28'57'52" 2.00' 6" TYPE B-1 CUR! 13 N 72'08'02" E 7.51' 6" TYPE B-1 CUR! 14 49·39'55• 2.00' 1.73' 5• TYPE B-1 CUR! 15 0'43'26" 390.00' 4.93' 6" TYPE B-1 CURI 16 30'47'53" 2.00' 1.08' 6" TYPE B-1 CURI 1, N 74"49'17" E 7.36' 6" TYPE B-1 CURI 18 48'29'34" 2.00' 1.69' 6" TYPE B-1 CURI 19 3'09'56" 384.67' 21.25' 6" TYPE B-1 CURI 20 50'58'21" 2.00' 1.78' 6" TYPE B-1 CURI 21 N 11"57'17" E 7.17' 6" TYPE B-1 CURI 22 31'20'42" 2.00' 1.09' 6" TYPE B-1 CURI WATER DATA I BEARING/DELTA RADIUS LENGTH REMARKS 1 34·30•59• 251.00' 151.21' 8 " PVC CL-150 •• 2 N 19·31•00· E 102.37' 8" PVC CL-150 3 36'14'48" 389.00' 246.09' 8" PVC CL-150 • • REFER TO CITY OF CARLSBAD ENG/NEER/NG STANDARDS -VOLUME II, CHAPTER 6, DIVISION 15, SECTION 15064, PART 3.5 •• USE 10' LENGTHS IN ACCORDANCE TO CITY OF CARLSBAD ENGINEERING STANDARDS -VOLUME II, CHAPTER 6, DIVISION 15, SECTION 15064, PART 3.5 SEWER DATA ( > BEARING/DELTA RADIUS LENGTH REMARKS 1 34·30'59• 240.00' 144.58' 8" PVC 2 N 19'37'00" E 102.37' 8" PVC 3 29'40'28" 400.00' 207.17' 8" PVC 4 1,34•20· 400.00" 45.88" 8" PVC STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 12·11'11· 230.00' 49.32' 24" RCP 1350-D 2 N 19"37'00" E 102.37' 24" RCP 1350-D 3 7'19'10" 410.00' 52.38' 24" RCP 1350-D 4 28"22'06" 410.00' 203.00' 24" RCP 1350-0 5 N 57•35•55• W 4.75' 18" RCP 1350-0 6 N 57'35'55" W 24.75' 18" RCP 1350-0 I I 40 0 15+00 16+00 17+00 18+00 r 35 \____ 40 r SCALE 1 "~ 40' ff'. 36 '---'---- 80 120 ,. . • 37 - s - al ~ <ci .. ;t 39 .....,,,,--.r--~ 95 s r I:::! ..: l 40 If If 41 MICA ROAD HUNSAKER I & ASSOCIA TES SAN DIEGO, INC PLANNING 10179 Huennekens Street ENGINEERING San Diego,, Ca 92121 SURVEYING PH(858)558•4500· FX(858)558·1414 19+00 '-._,., 42 20+00 TRAFFIC CALMING DEVICE 1/fllI; PAINT CURB RED. THE WORDS "NO PARKING Fl~ LANE" SHALJ. BE PA/lflED ON THE HORIZONTAL .t-VERTICAL SURFACE AT INTERVALS OF NO M= THAN 25 FEEr. LETTERS SHALJ. BE WHITE .t-5 INCHES HIGH. - ------------i-. -t-----,--1 i ---------------+,---------- -------------) PROFILE SCALES HORIZ. VERT. ENGI NE ER OF WORK ~~~'/4a4~ · RAYt.lD L. MARTIN R.C.E. NO. 48670 EXP. 6/30/06 "AS BU ILT " ~~~/,kL RcfflZo EXP. 6/~(1/¢. 1 "=40' 1 "=8' , DATE DATE REVIEWED BY: , / / .-O\.L"-~(Jn . -- INSP ECTOR • '3/4.,/, .3 DATE CITY OF CARLSBAD 1-----+-------,f------------t-------t----t-----t---, 0 ' -~~~--ENGINEERING DEPARTMENT ~ ~ IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.06 l---+--+-----------------t-----t---t----1r----1' APPROVED (fr LLOYD B. HUBBS 1,4'~ .. E,.,_~~::,:&I'_~-i:.:_-_J,_-.~~~-~-~ ~-~---~~ c.L7,1Pz:- ~tz3,1,~'l~'/.t'li3~t~R~L~'.-""~~;t;~::i\~i=i~'c~~-t R~,,,~~/L..~-1T~;~~;~~[1;~~~~~ii=====f=~~:==~=~==)i-~ •~~i 1~~~~-i~ ~C=IT='Y=-=-E=N_G:::_l::N__:::E_iff'=._:::_=--:::R.=C.=;E~~=====::::::E:=X:::P=:1:::2:::/:::3:::1=:/~0~5=:'=-=-=-=-:_'-D:::A_:::T_E=:, 1-26 -06 KLH 't\ KEv1sE owv r LRTcKRL Loc11r10Ns owN BY, -.:_;~ .. MES= PROJECT No. I DRAWING No. DATE INITIAL DATE INITIAL • DATE INlflAL CHKD BY:_ \l/,.,J, _ CT 04-16 427-7 ENGINEER OF WORI REV ISION DES CR IPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~-------~ R:\0385\&Eng\lmprovements\0385io1 O.d wg[ O]Apr 18-2005:15:30 W.O. No. 2352-116 BIN : _. (,J ...... I ...... I + + ---r I l !------- i l .... -........ . . .. ·:. -'f-------~ - _j_ ~-+-; --~ t i -+----'--+- - CENTERUNE DATA ( ) BfAR!NG/DELTA RADIUS LENGTH REMARKS 1 21·5.3'12· 400.00' 152.80' 2 N 7r45'oo· E 218.15' 3 2747'05" 200.00' 79.53' CURB DATA 0 BfARING/DELTA RADIUS LENGTH REMARKS 1 21·5.3'12· 417.00' 159.29' 6" 1YPE G CdcG 2 N 77"45'oo· E 218.15' 6" TYPE G CdcG 3 19·55•1 r 217.00' 83.93 6" TYPE G CdcG 4 .3'.36'20· 18.3.00' 75.15' 6" TYPE G CdcG 5 N 77"45'00" E 218.15' 6" TYPE G CdcG 6 21•5.3'12· 383.00' 146.30' 6" TYPE G CdcG WATER DATA ( l BfARING/DELTA RADIUS LENGTH REMARKS 1 21·53'12· 389.00' 148.60' 8" PVC CL-150 • 2 N 77"45'oo· E 218.15' 8" PVC CL-150 3 19'55'17" 189.00' 66.69' 8" PVC CL-150 •• • REFER TO CITY OF CARLSBAD ENGINEERING STANDARDS -VOLUME II, CHAPTER 6, DIVISION 15, SECTION 15064, PART 3.5 •• USE 1 O' LENGTHS IN ACCORDANCE TO CITY OF CARLSBAD ENGINEERING STANDARDS -VOLUME II, CHAPTER 6, DIVISION 15, SECTION 15064, PART 3.5 SEWER DATA < l BfARING/DELTA RADIUS LENGTH REMARKS 1 21·53'12· 400.00' 152.80' 8" PVC 2 N 77"45'oo· E 103.32' 8" PVC 3 N 77"45'00" E 114.83' 8" PVC 4 19"55'17" 200.00' 69.54' 8" PVC STORM DRAIN DATA C) BfARING/OELTA RADIUS 1 13'16'33" 410.00' 2 8'03'06" 410.00' 3 N 77"45'00" E 4 2•50•14• 210.00' 5 15·59•35• 210.00' 6 N 8"52'02" W 7 N 8'52'02" W 8 N 8°52'02" W • 4 ' PIPE LENGTHS •• SEE PROFILE FOR WATER TIGHT JOINTS LENGTH 95.00' 57.62' 218.15' 67.72' 14.50' 5.25' 24.75' REMARKS 24" RCP 1350-D 24 • RCP 1350-D .. 24 • RCP 1350-D•• 24" RCP 1350-D .. • 24" RCP 1350-D .. • 18" RCP 1350-D•• PRIVATE: 18" RCP 1350-D 18" RCP 1350-D - t -----•--- t + . -H 20+00 21+00 95 . . ' . .. . 22+00 ' . I _- 23+00 1 . ' . I MICA ROAD SUBDIVISION ---.2°.:!_NDAR~ 24+00 25+00 I 40 0 40 BO SCALE 1 "-40' 94 ' ' I 1 i ..... -----•----- ' -----1--- . ----------.... --i .. t --1--: u ~ ---··- ----- I • I 120 ' HORIZ. VER T_ ENGINEER OF WORK RAY ND L. MARTIN R.C.E. NO. 48670 EXP. 6/30/06 REVIEWED BY: INSPECTOR P -- ---c-d- I------- 1 "=40' 1"=8' DATE CITY OF CARLSBAD ~ 1----+--+-------------------t--------,-------t-----t------J 1 ENGINEERING DEPART~ENT 3 HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 10179 Huennekens Street ENGINEERING San Diego, Ca 92121 ENGINEER OF WORI SURVEYING PH(858)558-4500· FX(858)558-1414 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~-~ IMPROVEMENT AND UTILITY PLANS FOR: LA COST A GREENS NEIGHBORHOOD 1.06 R\0385\&Eng\lmprove rnents\038 5io11.dwg[ O]Apr 1 B 2005:15:3 1 W.O. 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I _l --- - - - --r -- _________ ( --1--- --~--- +-+---+ ---+----.----a:io --+-+---t---,. -+---· r----.-i.. ________ ----G --------·::-o,-'--o : --[lJ ='-----+-=----+ -q --±!-+-:,Krl-ccf.~F =..:iii _-:: -:~1,·~· c, -cc:::cc::_-...o,i+---<SI --+----+--+--··_···_ ... _ ... --+-r-·-:::-: ::::f~ -...•. '.=.~.~ ---=.:.•.--:~-: ___ ➔.~I-.__-~ _______ I.() -,:~ :::::: . '?~ ~ ~-·· - ' . . "' "' ____ jga . ---•:llf........;t--~li ----... ...... ::i,· ...... . -. ------- :t -·I· .. . i .. . .. 6 • 7 --- ----. .--,--.. =••c ---t==-=+==~+---i ··· ·· ···· : 2§fl·.----+-r -r ' . i -+---+--~+· . .ct . ...... ' ... i :• ~--·~-----i-' ~-=-=± ----t--t== t +--+--+--t-~ j i ' -------=---1-- J __ _ - - -------------!-- I . I --T -i------j-- -------------------1--- _, __ i ------f lln•-±=--t I -+ ===~--i----.----,-,--- L-+----· t----=:y::: r::: -:e ~•+-~-+--j-+--+---+----+ I· . I ~~--+---+ ---r -+---+-+--+---+----_1::-::-__ t-==-----i--- CENTERLINE DATA I l BEARING/DELTA RADIUS LENGTH REMARKS 1 N 72·46'00· w B1.61' 2 8°20'00" 200.00' 29.09' 3 N 81·06·00· w 129.67' 4 11·14•00· 50.00' 62.16' 5 N 2740'00" E 281.66' CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS 1 N 72'46'00" W 34.61' 6" TYPE G C&G 2 8°20'00" 182.00' 26.47' 6" TYPE G C&G J N 81'06'oo· w 129.67' 6" TYPE G C&G 4 11·14•00· J0.00' 39.78' 6" TYPE G C&G 5 N 2740'00· E 172.39' 6" TYPE G C&G 6 28'11'46" 100.00' 49.21' 6" TYPE G C&G 7 N 0'31 '46" W 50.00' 6" TYPE G C&G 8 208'11 '46" 38.00' 138.08' 6" TYPE G C&G 9 N 2740'00· E 241.17' 6" TYPE G C&G 10 2757'10" 60.00' 29.27' 6" TYPE G C&G 11 12708'21" 60.00' 133.14' 6" TYPE G C&G 12 2757'10" 60.00' 29.27' 6" TYPE G C&G 1.' N 81·06·00· w 89.18' 6" TYPE G C&G 14 8'20'00· 218.00' 31.71' 6" TYPE G C&G 15 N 72'46'00" W 34.61' 6" TYPE G C&G WATER DATA ( ) BEARING/DELTA RADIUS LENGTH REMARKS 1 N 72'46'00" W 70.22' 8" PVC CL-150 2 706'44" 211.00' 26.19' B" PVC CL-150 •• J N 79'52'44" W B6.83' 8" PVC CL-150 4 3°27'07" 1000.00' 60.25' 8" PVC CL-150 • 5 N 83'19'52" W 31.22' 8" PVC CL-150 6 N 2740'00" E 188.86' 8" PVC CL-150 7 10·22·20· JI 1.00' 56.JO' 8" PVC CL-150 •• 8 N 1717'40" E 103.86' 8" PVC CL-150 • REFER TO CITY OF CARLSBAD ENGINEERING STANDARDS -VOLUME II, CHAPTER 6, DIVISION 15, SECTION 15064, PART J.5 •• USE 1 o• LENGTHS IN ACCORDANCE TO CfTY OF CARLSBAD ENGINEERING STANDARDS VOLUME II, CHAPTER 6, DIVISION 15, SECTION 15064, PART J.5 SEWER DATA ) BEARING/DELTA RADIUS LENGTH REMARKS 1 N 72'46'00" W 81.61' 8" PVC 2 a·20·00· 200.00· 29.09' 8" PVC 3 N 81'06'00" W 165.49' 8" PVC 4 N 2740'00" E 180.9B' 8" PVC 5 10·22'20· JOO.OD' 54.31' 8" PVC 6 N 1717'40" E 103.86' 8" PVC HUNSAKER & ASSOCIATES SAN D I EGO, INC PLANNING 10179 Huerinekens Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558·4500· FX{858)558·1414 =-.-c~t=-i----i----i----..~-+~+-- '-fl-i,~·-· '7,,_...r..___,_~"'. .•• "'.P· · •·ofii·· f -V ---- . /GHT ,U'R .:· ' I i ~ -+-+---------+ 10+00 11+00 12+00 45 46 47 48 '--~ 13+00 50 If_ 14+00 .__/ __./ 51 J '-__/ ___ /_ .. +--+-+--~ "--l----1---+- :: :: :-t 15+00 ~~ --" "' " "' -r .., ~ "" -~ U' ~ " a,. " -"' If_ " 'o 0 ~ <;!, ~ "' ~ -1-0 16+00 -" • . .,. \G> 46+ • 4 lS+O . 7 ASSY k END CAP 2• AVA 40+ 4.24 cos CL 12 DWY .... ,s .... If_ " 6' X o)r a ..., ~ •q,.9 <Sl J Ch~ 54(!' _/ J _; !:. ~ -53 ..... '¾ If_ ~ 't _/ 52 ~ J "-----"' / V ~// /1/~ RLn '.ll. ,;4 S -Rt,/ U T 1·26 ·()6 KLM '1\ KEY/SE PWY ( LRTelrRl LOC,97/0NS DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION ----------L PROFILE SCALES I --, --- 1 ;· _· ---+-------+----·····•···.. . ······. .. i i (j) lNQl9"lt$ f'je'W ft&. ................... ··••· - · -[ 1, .. /NP!Cf.~S..~V;v. f'ROM,·RU(l<ENCf · ORAWIN HORIZ. : VERT. : 1 "=40' 1 "=8' ~ W 120 1----1 __ ~_1 SCALE 1 "~ 40' ENGINEER OF WORK ~ £1 .lk-?,,o.£.-s/elos-' DATE RAOND L. ~ARTIN R.C.E. NO. 4B670 EXP. 6/30/06 "AS BUILT" ~c•,/~/44: Jlr/43 RCE $If, 70 EXP. ~j~/,,f,, DATE REVIEWED BY: -.AU 'J /,z, ,./ g ----. ' ,2 ----.. ' INSPECTOR DATE rn ~ CITY OF CARLSBAD 2 ENGINEERING DEPART ~ENT 3 /MPROV£MENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.06 APPROVED ,11"' ." LLO(O B. HUBBS -~ --~~ . ., 1, L-r/ '2..r CITY ENGINEE..-RCE ., ,N EXP 1 'l,, n /05' ~ DATE I I ~ DWN BY: PROJECT NO. DRAWING NO. DATE IN ITIAL DhE IMlTIAL CHKD BY: ~-CT 04-16 427-7 RVWD BY: OTHER APPROVAL CITY APPROVAL R:\0385\&Eng\lrnprovernents\0385io 12.dwg[ 0]Apr-24-2005: 15: 18 W.O. No. 2352-116 BIN : - ) C =E (i) I\) ...... I ...... HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 10179 Huennekens Street ENGINEERING San Ditb'J, Ca 92121 SURVEYING Pl 1(658)558-4500 · rX(8:i8).'i58-1414 I I / ( ( \. ( ( ( ( I ' ( I, ( ( ' ( / STREET STATION LOT NO. OF LATERAL AT MAIN 1 23+71.49 2 23+02.86 3 22+37.53 4 21+71.90 5 20+99.30 6 20r30.46 7 19t5/.l9 8 18+55.37 9: lit 14. /6 10 17+37.37 11 16+63.37 12 16+03.37 13 15+43.32 14 14+83.26 15 14+23.37 16 /3t54.l6 17 IZt-93.79 18 12+54.51 19 12+32.54 20 11+72.88 21 11+24.25 22 10+76.02 23 10+ 16.95 24 10+21.95 25 10+92.55 26 lit 56.40 27 !0t 95.29 28 11 +36.44 29 11+97.43 30 12+59.53 31 /3t02.75 32 13+65.26 33 14+ 16.92 34 14+68.94 35 /5t04.5'f 36 15+71.04 37 /6 r0T. 70 38 16+74.74 39 17+36.78 40 !8t/5.7Z 41 18+87.56 42 /9t86.51 43 20+61.69 45 10+70.62 46 11+34.76 47 12+04.36 48 12+50.23 49 l2t75.52 50 13+09.07 51 13+73.49 52 14+36.13 53 14+97.66 54 15+50.71 55 15+94.90 56 15+92.77 57 15+31.04 58 14+41.13 59 13+79.90 60 13+ 16.00 61 17+17.37 62 f7r64. If, 63 18+34.16 SEWER LATERAL STREET LATERAL DEPTH LENGTH DROP INVERT STATION ELEV. BELOW OF TO AT MAIN OF AT PL LATERAL MAIN LATERAL PL FS TO IE IE' AT PL IE (1) (4) (2) 202.36 23+71.49 205.51 5.36 30.00 2.55 205.90 23+02.86 208.26 5.36 30.00 1.76 209.27 22+37.53 212.65 5.36 30.00 2.78 212.67 21+71.90 218.62 5.36 30.00 5.93 216.53 20+99.30 225.44 5.36 30.00 8.31 218.75 20r30.46 230.13 5.36 30.00 10.78 220.38 /9r5l. l9 232.36 5.36 30.00 .11.38 222.38 18+55.37 233.31 5.36 30.00 10.33 224.00 liti4. /6 234,13 5.36 30.00 9.5J 224.92 17+37.37 234.49 5.36 30.00 8.97 226.40 16+63.37 235.23 5.36 30.00 8.23 227.70 16+03.37 235.83 5.36 30.00 7.53 228.90 15+43.32 236.43 5.36 30.00 6.93 230. 10 14+83.26 237.01 5.36 29.46 6.32 231.40 14+22.80 237.53 5.36 . 28.26 5.56 232.78 13r54.16 258.24 5.36 28.00 4.90 234.ot l2t93.79 258.85 5.36 28.00 4.28 234.77 21+23.19 KNU 239.21 5.36 40.08 3.64 235.22 20+ 77. 10 KNU 239.58 5.36 44.43 3.47 236.56 20+ 16.37 KNU 240.07 5.36 29.86 2.91 237.54 11+24.25 240.54 5.36 28.00 2.44 238.50 10+76.02 241.02 5.36 28.00 1.96 239.68 10+16.95 241.76 5.36 28.00 1.52 239.58 41 +39. 1 7 CDS 241.91 5.36 63.79 1.05 238.17 41+98.52 CDS 240.75 5.60 41.79 1.74 236.89 /Ir 50. 40 239.84 5.75 28.00 2.39 232.4-0 /Or 91. 03 235.02 5.79 30.30 2.01 231.55 11 +36.44 234.13 5.79 30.00 1.98 230.30 11 +97.43 232.92 5.79 30.00 2.02 229.02 12+59.53 231.68 5.80 30.00 2.06 228.14 l3t02.75 230.83 5.79 30.00 2.09 226.76 13+65.26 229.60 5.79 30.00 2.24 225.73 14+ 16.92 228.57 5.79 30.00 2.24 224.69 14+68.94 227.63 5.79 30.00 2.34 223.98 15t04.54 227.27 5.79 30.00 2.69 222.65 15·! 71.04 226.61 5.79 30.00 3.36 221.92 /6t07. 70 226.24 5.79 30.00 3.72 220.48 16+74.74 225.27 5.79 30.00 4.49 219.24 17+36.78 224.95 5.79 30.00 5. 11 211. 66 /Bt/5.72 224. 3/ 5.79 30.00 6.05 216.22 18+87.56 223.44 5.79 30.00 6.62 214.14 l9t86.51 222.45 5.79 30.00 7. 71 212.64 20+61.69 221.57 5.79 30.00 8.33 233.55 10+70.62 235.88 5.75 28.00 1.77 235.62 11+34.76 237.79 5.77 28.00 1.61 237.86 20+05.40 KNU 239.83 5.84 28.20 1.41 239.34 20+55.00 KNU 241.44 5.39 41.91 1.26 240.39 Zlt20.86 KNU 242.38 5.79 40.54 I. 18 241.47 21+52.59 KNU 243.44 5.38 38.35 1.20 243.36 13+73.49 245.12 5.60 28.00 1.20 245.21 14+36. 13 246.97 5.63 28.00 1.20 247.02 15+03.09 248.87 5.74 32.65 1.20 248.60 15+58.38 250.65 5.62 42.57 1.20 249.93 40+15.58 CDS 252.06 5.41 46.75 1.20 249.86 41+ 19.31 CDS 251.98 5.36 47.20 1.18 248.02 41+79.41 CDS 250.18 5.36 33.05 1.50 245.35 14+41.13 247.39 5.36 28.00 1.48 243.26 13+79.90 245.55 5.36 28.00 1.73 241.67 13+16.00 243.63 5.36 28.00 1.40 225.32 17+ 17.37 234.26 5.79 30.00 8.34 224.22 l7t64.16 234.23 5.36 30.00 9.41 222.82 18+34.16 233.09 5.79 30.00 9.67 LAT. SLOPE % 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% STREET STREET LATERAL DEPTH STATION INVERT STATION ELEV. BELOW LOT NO. OF OF AT PL LATERAL AT MAIN LATERAL PL FS TO IE AT MAIN IE AT PL IE (1) 64 18+92.77 221.61 18+92.77 232.50 5.79 65 19+45.59 220.52 19+45.59 231.98 5.79 66 20+65.06 218.05 20+65.06 227.64 5.79 67 22+62.02 208.01 22+62.02 210.37 5.79 68 23+31.32 204.43 23+31.32 206.46 5.79 69 23+96.58 201.06 23+96.58 204.55 5.79 70 24+52.63 198.17 24+52.63 204.29 5.78 71 25+26.60 202.68 25+26.60 205.90 5.67 72 25+95.72 207.51 25+95.72 209.41 5.67 73 26+66.35 212.44 26+66.35 214.96 5.67 74 27+40.21 217.61 27+40.21 221.42 5.67 75 28·f36.26 226.24 28+36.26 229.83 5.67 76 29+ 11.03 233.49 29+ 11.03 236.52 5.67 77 29+84.26 240.60 29+84.26 243.62 5.67 78 30+57.68 247.72 30-1-57.68 250.74 5.67 79 31+24.44 252.08 31+26.83 257.03 5.75 80 31+88.82 256.24 31+94.15 261. 11 5.65 81 3Zt53.09 260.4/ 4/Jt/5. 70 CPS '263.05 5.47 82 32+59.33 260.80 41+13.42 CDS 263.46 5.36 83 32+23.99 258.45 41 +54.40 CDS 262.31 5.36 84 31+51.62 253.84 42+26.77 CDS 258.71 5.36 85 30+72.27 248.70 30+71.51 252.39 5.36 86 29+96.72 241.81 29+96.72 245.13 5.36 87 29+21.09 234.47 29+21.09 237.80 5.36 88 28+47.62 227.34 28+47.62 231.14 5.36 89 27·f68.74 219.69 27+68.74 224.23 5.36 90 27+00.59 214.84 27+00.59 218.27 5.36 91 26+26.59 209.67 26+26.59 209.67 5.36 92 25+55.36 204.69 25+55.36 204.69 5.36 j' "--~'---· , __ \. ___ , \_✓\~\,~\ _ _. '•--~\._,..--"' \ ___ .. \..._ ______ _,,\~ ..... , .. /'•··,~-~··· \.._..___,, ) ) __/ ) ) ) ) ) ) ) \ / ) ) ) ) j _J CL PL LENGTH OF LATERAL TC 1.0' MIN. DROP TO MAIN LENGTH DROP OF TO LATERAL MAIN (4) (Z) 30.00 10.29 30.00 10.86 30.00 8.99 30.00 1.76 30.00 1.43 30.00 2.89 30.00 5.52 30.00 2.62 30.00 1.30 30.00 1.92 30.00 3.21 30.00 2.99 30.00 2.43 30.00 2.42 30.01 2.42 32.80 4.29 39.93 4.07 49.46 l.65 44.71 1.77 45.91 2.94 26.96 4.33 29.88 3.09 30.00 2.72 30.00 2.73 30.00 3.20 30.00 3.94 30.00 2.83 30.00 1.65 30.00 2.15 . DEPTH BELOW PL LAT. SLOPE % 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% ENGINEER OF WORK RA¥MOND L. MARTIN R.C.E. NO. 48670 EXP. 6/30/06 "AS BUILT" ~/~ RCE vc/-8i'P 7CJ EXP. Co /30//? ' DATE DATE ~====t===~==========================;===----:::===:===~===·-~ CT] LC_I T_Y_EN_Go_lN_~_RI_Nf_A_DE_~-~-T~_E_~_A_D~ m ~------~~~----------, IMPROVEMENT ANO UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.06 APPROVED 8 ;--LLOYD B. HUBBS /4 & ,-,;;e u'. ~..,...;__.~'A_. ~/ -7 lo S CITY ENGINEEif" RCE 218[/9 EXP 12,Zn/o~ ' DATE 3/;//3 /-?.lM I;).\ /7 S-BUILT ·---------+---+---i--.~-+---1 f-26·06 RLM l(t\ REY/6fi LIITEl?R~ TRBLE ,J:1,./.,,, .4(".!"" ~D_W_N-BY-,====~==' I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL o;.;fE INITIAL CHKD BY, GVP CT 04 _16 427_7 ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY, MP: ~------- R:\0385\&Eng\lmprovements\0385ia 13.dwg[ 0]Apr-18-2005: 15,33 W.O. No. 2352-116 BIN: ) \ /