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Home My WebLink AboutDWG 405-4A; CT 01-06; CALAVERA HILLS VILLAGE X; 01-11KEY KAP l/fCENJJ PROPOSED EXISTING SEWER--• --....... -S--- ACCESS HOLES. . . . . . . 0 WATER -------------W-- RECLA/MED WAltR ....... -RW-- RR£ HYDRANT ASSY.. . . . . . -STREET UGH[ . . . . . . . . . ):!-- STORM DRAIN . . . . . . . . . . = =SD= = = SHEET NUMBER . . . . . . . . . . 0 MAP 10605 LDT 8 C,T, 00-,02 MAP 14541 /,,... ____ _ / -----L I // I I I I I I I I /I I I I I 124 GE:NE:RAL PLAN OPEN SPACE I I 4 9 I -~;/ I I I I I I I I /I I I I /I ;I /I :;/ I/I I/ I I/ I 124 ·1 ; GENERAL PLAN I OPEN SPACE I I 23 I/ I :.£i. I/ I OPEN SPACE -Ir _____ ,.,.____ __ '-' I /J I I ------~ --.,__ f.!/ r c· . . ------- 28 29 I I -- 30 31 .J2 33 I I I 106 107 ROAO 34 3 109 \· \ \ ,·· .. \ ·. \ ~ 115 114 47 51 ft 6 .. :m r- \? \ \ \ I;:: 117 I RECRE,171, I LOT o' 50 SCALE: 10 5 LDT 2 c,r, 00-02 MAP 14541 45 ! ~ ~ 100' 200' 1" = 100' 8 3 LDT 2 c,r, 00-02 'I>' =·. \ .\ \I i ii ~= = == ~~~ ~~--~=--:_=_ = ::,=: = --~~ ... =~_= -":--=_~;~ J~:ill:-,,~:c=c:=¼--=c\. \;. ·•·\· ------4-~-----vV--.::-:i~--~ ' 4.J 37 38 41 SOILS .ENGINE.EB'S C.Elll'IFICAT.E THESE PLANS HA l.f BEEN REVIEWED BY THE UNDERSIGNED, AND TH£ GEOltCHNICAL ASPECTS OF THE PLANS HA l.f BEEN FOUND TO 8£ IN CONFORMANCE WITH THE !NltNTIONS OF TH£ RND/NGS AND RECOMMENDATIONS CONTAINED IN TH£ GEOltCHNICAL REPORT PREPAIRED BY GEO SOILS INC. AND ALL SUPPLEMENTS THERETO. W.O. 2751-A-SC DAltD OCTOBER 22,1999. COPIES OF ABOl.f REPORT HAl.f BEEN SUBMITTED TO TH£ OFRCE OF TH£ CITY ENGINEER. GEO SOILS INC. 5741 PALOMAR WAY CARLSBAD CA 92008 PHONE (760) 438-3155 FAX (760) 931-0915 RCE c.f?!Jf"? DAlt: EXP/RATION DA TE: I a,. I .J. jl) J OWNER'S C.EBTinCATE I (llf) HEREBY CERTIFY THAT A REG/SltRED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE Ole?-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. DAlt q/q/o z I I DAT£ D.ECIABA.TION OF BESPONS/Rlf CIIABGE I HEREBY DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS PROJ£CT, THAT I HA l.f EXERCISED RESPONSIBLE CHARGE 01.fR THE DESIGN ON TH£ PROJECT AS DERNED IN SECTION 6703 OF TH£ BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONS!SltNT WITH CURRENT STANDARDS. I UNDERSTAND THAT TH£ CHECK OF PROJ£CT DRAWINGS AND SPEC/flCATIONS BY TH£ CITY OF CARLSBAD DOES NOT REL/£1.f ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJ£CT DESIGN. OVAY CONSULTANTS, INC. 2710 LOKER A l.fNUE WEST, SU/lt 100 CARLSBAD, CALIFORNIA 92008 (760) 931-7700 _J{dt~· ~:,c:__Jfy~l~~ !!:"• =-DATE K£JTH W. HANSEN R.C.£ NO. 60223 EXP 6/30/04 O"IYNEB/D.EV.ELOP.EB: ' CALA W'li'A HILLS II, LL C A CALIFORNIA LIM/ltD LIABILITY COMPANY 2727 HOOl.fR A l.fNUE NATIONAL CITY, CA 91950 (619} 336-3673 CITY OF OCEANSIDE HIGHWAY SITE CIYIL .ENGINEER OVA Y CONSULTANTS, INC. 2710 LOKER A l.fNUE WEST, SUITE 100 CARLSBAD, CALIFORNIA 92008 (760) 931-7700 ffOBK TO BE DONE TH£ GRADING WORK SHALL CONSIST OF TH£ CONSTRUCTION OF ALL CUTS ANO flLLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, ANO PLANTING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPEC/RCA TIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES C/ltD ON THESE PLANS. TH£ GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH TH£ FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF APPROVAL OR AS DIRECltD BY TH£ CITY ENGINEER.· 1. CARLSBAD MUNICIPAL CODE Z CITY OF CARLSBAD STANDARDS. 3. THIS SET OF PLANS. 4. CITY PLANNING COMMISSION RESOLUTION NO. 5307 & 5308. 5. CITY COUNCIL RESOLUTION No. 2002-368 6. TH£ STANDARD SPEC/RCA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 7 SOILS REPORT AND RECD.MMENDATIONS BY GEOSOILS, INC. DAltD OCl 22, 1999 117LED UPDAlt OF GEOltCHNICAL REPORT, CALA VERA HILLS, VILLAGE X, CITY OF CARS/BAD, CALIFORNIA 8. TH£ SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY 8£ MOD/RED BY THE CITY OF CARLSBAD STANDARDS. 9. ENVIRONMENTAL APPROVAL DOCUMENT DA ltD NOVEMBER 6, 2002, RESOLUTION No. 5307 10. STORM WATERBtM£U7711i/' PREl.fNTION PLAN BY OVAY CONSULTANTS DAltD AUG. 01, 2002 WDID 9375317517 L.EGEHJ) DESCRIPTION STD. DWG. SUBDIVISION BOUNDARY .................. . LOT LINES ••...........••.......... PROPOSED CONTOUR . . . . . . . . . . . . . . . . • . . . EXISTING CONTOUR . . . . . . . . . . . . . . . . . . . DA /1JGHT LIN£ . . • . . • . • • • . • . . . . . . . . . . SYMBOL ____ 770- ____ 170- ~ C 11----CUT/ RLL LINE. • . . . . . . .. -. . . . -. . --. F EXISTING SPOT £LEVA 110N. _ . . . • . . . . . . . . . . . -. -. . + 275.8 -~ PROPOSED SPOT £LEVA llQN . . . . • • . . . . . . . ---. . . . . CUT OR RLL SLOPE LINES • _ _ . _ . _ • • . . . ... LOT NUM9ER PAD ELEVATION . . . . . . . . . _ . ____ . . .•. BUILDING SETBACK LIN£ . . . . . . . . . . . --. . -- SOUND WALL (SEPARAlt PERM/7). ____ . __ . __ .. RETA/NfNG WALL (SEPARATE PERM/7}. . . . . .... _ • EARTH SWALE. . . _ . • . . •. __ . _ _ •• _ • . . . CKfl) NOTE :r 45 197.2 ------- NO GRADING SHALL OCCUR 01.fR EXISTING FACIL/llES WITHOUT APPROVAL FRD.M TH£ DISTR/Cl ALSO, ALL EXISTING FACILITIES MUST 8£ KEPT IN SERVICE UNTIL NEW FACILITIES AR£ INSTALLED, OPERAT!ONAL AND ACCEPltD BY C.M.W.D. lf$Al, DESCR(PTION LOT 1 CT 00-02 MAP NO. 14541 PBOIECJ' lOCJ.TJON SOl!RC.E Of TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA ltD BY SANLO AERIAL SURVEYS, DA 7t JANUARY 11, 1999, NOTE.· IN AREAS BEING MASS GRADED PER DWG 390-9A, RN/SHED GRADES PER 390-9A AR£ REFLECltD AS 'EXISTING' CONTOURS ON THIS DRAWING. THIS PROJ£CT IS LOCATED WITHIN ASSESSORS PARCEL NO. 168-280-49 TH£ CALIFORNIA COOR/JINATE INDEX OF THIS PROJ£CT IS N 366 £ 1677 .EABTHOlll( IJUJ.NTD'IES cur 60, ooo c. r. RLL: 60,000 C. Y. £XPOR1' 0 C. Y. REMEDIAL: 0 C. Y. NOTE.· THESE QUANT!TIES ARE FOR BONDING PURPOSES ONLY. THEY DO NOT INCLUDE SHRINKAGE OR EXPANSION GRADING QIJAN71Tl£S. ACTUAL QUANTITIES MAY VARY. DESIGNED BY: K.H. DATE: DEC 2002 DRAWN BY: J.S., N.C., K.F. SCALE: IS .iftilWN PROJECT MGR.~: ~K-~H~. __ JOB NO.: 98-1020 ENGINEER OF WORK: -_..L.. _ _j__t--L--L_l _ _l__(J __ L_J_ __ L_.l--L __ L__,.-122 H.O.A. --------- --------------------OPEN SPACE \ 2710 Loker Avenue West Suite 1 DO Carlsbad, Californi<1 92008 760-931-7700 Fox: 760-931-8680 Civil Engineering Planning Processing Surveying DATE: ~/4,,J RCE: 60223 I I I I HU SAKER & A:'SOCIATES ---------------------. KEY MAP SCAlE 1• = 100' SHEET INDEX OESCRIPTl'ON PORTION OF LOT E PER MAP 828 SHEET NO. 1 2 3-6 TlllE SHEET -LEGEND & KEY MAP SECTlONS, DETAILS & NOTES GRADING PLANS 7 EROSION CONTROL DETAILS ANIJ LEGENIJ 8-11 EROSION CONTROL PLANS NOTE.fl ELECTRONIC DATA f!LES AR£ FOR REFERENCE ONLY AND ARE NOT TO 8£ USED FOR HORIZONTAL OR l.fR TICAL SUR l.fY CONTROL CITY OF ENCINITAS PLANNING DEPART}.fENT APPROVAL lM•i~2?JJ'.W?~, DATE:10/iS /oJ .lllCHm J. IIOWIIILER, PLANNING DIRECTOR KEITH W. HANSEN "AS BUil T" ~ ~,a. .. ;i vt,los-~ EXP (p-30-0(p 1 ~ATE VICINI TY MAP G".½,.. Mc,,,.-~ DATE:1°/8 "'3 (SJGNED) ;- BENCHMARK: DESCRIPTION: STANDARD M-10 STREET C£NltRLIN£ WELL MONUMENT LOCATION: CENltRUNE OF £L CAMINO REAL AT ENGINEERS STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEl.fLS (NO. COUNTY W'li'l CONTROL DA TA) ELEVATION: 68.479 DATUM.· NGVD OF 1929 RllCOIIMENIIED BY: Crt' /Vl '-'i-'9:£ ('l'RINT NAIIE) IMSPECTOR qftz.lo.s . DATE CITY OF CARISBAD ENGINEERING DEPARTMENT I SH1E1TS I GRAOIHG Pl.ANS FOR: CALAVERA HILLS II VILLAGE X APPROVED ,,:; ""'A! LLOYD B. HUBBS f--------.. +----+-----------------+---+---f-----lf----l RCE 2388l<PIRES ~-31-05 CITY ENGINEER f-F"~--.2."cc~cc-O;s:_;R~~L.~M~~~/:,\-:_~,-v~'£~.;.-.... w~-. ._. ~&.:.-"-'. O~,~w.-.=.. -::.. -.,_. -... AS~~. ---=13~-14:.:.-.:.'-L,=--.,_,=========1=====1=====~====~~===-=: ~o==w=N=:::;B==Y=-.-=-=-=~-=;==_-=.=:7::;-;::========~====~ PROJECT NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:~ C T. Of O',::, i ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: -.ez_ . . -u /4%-"e~~ic '-£ ,-{~,;.'.!I /DA DRAWING NO. 405-4A ,::;: \JOBS\2CC•2 \981 C2Cl\982CX~01. :we OS/22/2•J03 D~: 20: U8 :;\1 :JCT ,'.REFS 9821]\:;: 9820XM/.\~. 982D>'.S;R; 9820:<L TL; 98201'.1.JTL: 982CA.STF cc 0 .. "' m' < _, .,, 0' cr ~ i .,, ~ .,, a. ~ 0 al ~ 0 3 .:• 0 < (/) .,, a. • ( --- C.BAJ)JNC NOTES (IN ADDfTlON TO THE REOUIREMENTS OF CHAPTER 15. 16 OF THE CARLSBAD MUNICIPAL CODE.) I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2 APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORllON OF THE CARLSBAD MUNICIPAL CODE, RESOLUllON OF CONOfTlONAL APPROVAL, CITY STANOAROS OR OTHER AOO/llONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECllON OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCllON. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBM/TlEO 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 CER11FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDlllONAL INSURED ON THE PERMITTEE's POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY THE INSURANCE COMPANY WR/llNG THE POLICY MUST HA VE A RA llNG OF fl. ANO A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS' KEY RA 11NG GUIDE 5. UNLESS EXEMPTED BY SECllON 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REOUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNllL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNllL THE PROPERTY OWNER's PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED MTHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO THE llTLE SHEET. 9. ORIGINAL ORAMNGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING 5/GNEO BY THE CITY ENGINEER. TO. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONO/llONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY II. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL llMES DURING CONSTRUC110N. 12 WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACllON CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR WITHIN TWO WORKING DA rs OF THE COMPLEllON OF FIELD TESTS. /.J. A SOILS COMPACllON REPORT ANO COMPLIANCE VER/FICA 710N REGARDING ADHERENCE TO RECOMMENOA llONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE OIRECllON OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CA llONS ANO THE • EARTHWORK SPECIF/CA llONS ' A TTACHEO TO THE PRELIMINARY SOILS INVEST/GA 710N. DAILY FIELD COMPACllON REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE HELO AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO SHALL BE A TTENDEO BY ALL REPRESENTA 11VES RESPONSIBLE FOR CONSTRUCllON, INSPECTION, SUPERVISION, TESllNG ANO ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEEllNG THROUGH THE PERMIT CLERK (438-3891) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUC170N. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECT!ON REQUESTS OTHER THAN FOR PRECONSTRUCT!ON MEEllNG MLL BE MADE BY CALLING THE ENGINEERING 24-HOUR /NSPECllON REQUEST LINE AT (760) 438-3891./NSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2·00 P.M. ON THE DAY BEFORE THE /NSPECT!ON IS NEEDED. INSPEC110NS 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 DA rs LATER. 16. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY OEII/CES, INCLUDING SHORING, ANO SHAil BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL, STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULAT!ONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECllON 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOMNG THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCA VA 710N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA 710N THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5) OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA 710N. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, 711LE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVA770N PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VA l/ON. 18 NO BLASTING SHALL BE PERFORMED UNllL A VALID BLASllNG PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICAllON FOR BLAS71NG PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA710NS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AR£4 DURING CONSTRUCllON, OPERA 710NS WILL CEASE IMMEOIA TEL Y, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERA llONS MLL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 20. ALL OPERA llONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA 770N OF TRUCKS, EARTHMOVING EOUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETl'IEEN 7.· 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA 710NS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS (A LIST OF CITY HOLIOA rs IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. 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. 22 IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERAllON. 2710 Loker Avenue West Suite 100 Corlsbod, California 92008 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying GRADING NOTES CONTINUED: 2.J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AR£4S SHALL BE GRADED TO DRAIN.GRADING RESULT!NG IN THE PONDING OF WATER IS NOT PERMITlEO. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECllON. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONO!llON. ALL STONES. ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED ANO/OR HY!JROSEEDED WITHIN TEN (10) DA rs OF THE llME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 405-5L, ANO/OR AS 0/RECTEO BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE ANO /RR/GA 710N PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL llME REQUIREMENTS. 30. STORM ORAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15• PVC MAY BE UllLIZEO PROII/OEO DEPTH IS LESS THAN 15 ITET ANO BACKFILLED WITH 3/4' ROCK PER SORSO 5-4 TYPE •c• ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. WJ-/ERE AN EX!SllNG PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERA 710N, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCA 170N OF ALL EX!SllNG FACIL/17£5 (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFF!C/ENllY AHEAD OF GRADING TO PERMIT THE REII/SION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOllFY AFFECTED UT!LITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DA rs PRIOR TO STAR71NG GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E /-800-422-41.J.J (800)660-7343 (800)892-0123 (160)438-7741 (760 )438-2980 (160)438-2722 PACIFIC BELL ADELPHIA COMMUN/CA llONS CITY OF CARLSBAD(STREElS & STORM DRAIN) CITY OF CARLSBAO(SEWER, WATER & RECLAIMED WATER) 34. PERMIT COMPLIANCE REQUIREMENTS.- A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL THE WORK IN PROGRESS /1516.120 A_8j CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR /15.16. 120 A.TO/ CARLSBAD MUNICIPAL CODE.- (!) FINAL REPORT BY SUPERVISING GRADING ENGINEER STAllNG ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANllNG ANO !RR/GA 770N ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING OEPARTMENl}. (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WJ-/ICH INCLUDES RECOMMENDED SOIL BEARING CAPAC/17ES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, ANO SUMMARIES OF FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENOA llONS OUTLINED IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REOUIREO BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER's APPROVAL, THESE PLANS MAY BE REOUIREO TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT llTLEO UPOA TE OF CEO TECHNICAL REPORT, CALA VERA H/llS, VILLAGE X'. CITY OF CARSL.8AO, CALIFORNIA DA TEO OCT. 22, 1999 PREPARED BY GEOSOILS, !NC. SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENOA710NS AND SPEC/RCATIONS CONTAINED IN SAID SOILS REPORT. SPEC/Al NOTES 1. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 2 THE EXISTENCE AND LOCA 170N OF UT!LITY STRUCTURES ANO FACIL!llES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTEN710N IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UllLITY FACIL/17ES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU710NARY MEASURES TO PROTECT THE UllLITIES SHOWN ON THE PLANS ANO ANY OTHER EXISllNG FACIL!llES OR STRUCTURES NOT SHOWN. DESIGNED BY: K.H_ DATE: DfC 2002 DRAWN BY: J.S., N.C., K.f. SCALE: AS SHOWN PROJECT MGR. ·'--"K.,,,H~. __ JOB NO.: 98-1020 "AS-BUILT ~ ,,✓ .,,_Y/4. z ,k 1------------------1 P.E. 4'8(.70 EXP. (,/30/of,,, ENGINEER OF WORK: KEITH W. HANSEN RCE: 60223 ,, DATE 73' 5.0' 60' ROW 17' AC PAVEMENT OVER APPROVED BASE 0.07' 17' 13' 5.0' 1.5' r 2% _____ .di£._ ___ j.lNE rn--c::;::r'\ CURB & GUTTER 0.5' (TYP) PCC SIDEWALK GRAOE TO THIS LINE NON-CONT/GUOUS TYPICAL SECTION RIFT RIJ.. GENTLE KNOLL ST.. RA VINE DRIVE PLEASANT VALE IJR.. & CRATER RIM ROAD NO SCALE 102' ROW 4/' 4/' /0' I 8' MIN. VARIES ?-_,. PER PLAN , ""'+ SOUNOWALL 5.5' ' 32' I 9' 9' 5' 8" TYPE '8-J' MEDIAN CURB I 0% J2' ENHANCED MEDIAN PAVEMENT 2%' - OG TRAIL VARIES PER PLAN 0.5' ___j f- 6' TYPE "G' (TYP.) PCC SIDEWALK 5.5' CURB & GUTTER EXISTING COLLEGE BLVIJ. STA. 73+84.55 TO STA. !03+34.72 NO SCAt:E PER Pl.AN 3!I0-9 46' ROW 76' 18' I LIN£ 2'' I I 2% 7 1.5' AC PAVEMENT OVER APPROVED BASE r CROWN I 1 S' -"-"--[!i,~~t 2% PCC SIDEWALK -' 0.5' (TYP) 2.28% '-GRADE TO THIS LINE 2% CURB & GUTTER TYPICAL SECTION BASIN ROAD HUNSAKER & ASSOCIATES S A N () : E C 0, I N C BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE IIELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER's STA710N 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DA TA) ELEVATION: 68.479 DA TUM.· NGVD OF 1929 NOSCAI.£ /-~/DS' t> J.,, AA I,\ Nl!!W 1%.(). W. DATE !NlT!AL ENGINEER OF WORK REVISION AS-Bt.Jll.t DESCRIPTION LOT LINE T!PICAL BLOC. FOOTPRINT 11~ I 2% ' TY? FF ~ PA0+0.61 \ 4" SAN0/4'CONC. \ j .---1-+-.14% MAX AT STEEPEST SIDE OF ORIVEWA Y ----,-'---'---..i....,--~--+----'--WA_L_K_~._R.O.W. NOTE I) LOTS WILL SURFACE DRAIN CURB & GUTTER 2) TYPICAL LOT ORA/NACE PER GS-15. TYPICAL LOT DRAINAGE DETAIL f I I I I NO SCALE (80' TYP.) 70' GRADE~ I BREAK \ 1 \ I * I .J... s_ .J.5'-USE VERTICAL CUT LEVEL f I 1t!.5' ;>_ J.5'-USE VARIABLE SLOPE k SIDE SLOPES WITH ELEVATION 0/FFERENCE -1--TOP OF CURB LESS THAN OR £DUAL TO 2' BETWEEN f-., GRAD£ PADS WILL BE cur VERTICAL. \ f~~---:J: ~ =CT= IC c::!"~ 2% / JI ! :_FRONT ! rREAR o;II EB i J I I~ \ ~ ffffACK I HOUSE LINE fl J 1 1 i /% $ LEVEL I% : r 1 / 4 ~f m,av,= : : : : f-<] LJfil_ I EBI EB:~ ~--I _J ______ L __ __l ___ !~I I t _________ _ EB PAO CERTIFICATION SHOTS * 1.5' MEASURED FROM FACE OF CURB TYPICAL LOT ROUGH GRAIJING DETAIL NO SCALE SOUNIJ'JYALL SECTION NO SCALE I S2ET I CITY OF CARLSBAD I SH1E1TS I ENGINEERING DEPARTMENT GHAOING Pl.ANS FOR: CALA VERA HILLS II VILLAGE X APPROVED ,Ca,? LLOYD B. HUBBS ./4~,ui:~~ ~ RCE 23889 E IRES 12':;jif-OSCln' ENGINEER ~ 3.;,I,,, :J DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: r.ve - OTHER A?PROVAL CITY APPROVAL RVWD BY: r// C. T. 01-06 405-4A S: \JOBS\2'.J'.J2\'28; c,20\932:,XGC12.DWG :,:=;:::rs· 9a2oxc: 92-20\.'i'.: " 1oz1 • • • 73 251.9 - I I I ' - !J6' 0, so:._/ __ _ Ii ·- 90 2.J4.7 ~~3-~(h+-,1;~t, •'fi-~~ IOI 2.J4.1 e,__, --· IJlr' i 228..J -· 225.-1 86 222.6 84 215.9., /81 211.9 :::: I I I I lb-H I I . . " !OJ 226..J 104' !(}I 220.7 i lb+-<!:\ 2Jt" I , 1,111g' 102 2.J0.8 I . /,r I 8.l, 1, / I " I 11/ c,J--++..... µ) l"'---""t'7"--8~o~ .. ~----I/.. 11 I /I llf:>+.-'I~ IJb-H, Jl)6 ,21-1.2 :g I l<'li-~-----,."---! /107 · 21.J.O "' ; 100 236.5 110 211 . .J 99 238.7 SEE SHEET 5 ., :;\~ 98 ~';, 2.JIJJ 00 47 204.6 49 216.-1 - 52 227..J 50 219.9 ,? Ii_....,.• /' ~ 46 ~ I / I /,,, C 45 SEIIENl L MAP 197.2 ', \ I \ I ; \ \ \ \ \ I . i • I \1 \ I \ 0 0 M \ \ ---._ ,/ U """'~t.~7 =.+ec~-"' ~=---=·---= ""---»-...._--:::-::=~~"~·::::.$i~,-.+----'.::~+---~~-+;~rT"ff~+-;"ITliTr'ifff~~~====l==-c2'"1==!=~(.=..~==~-+~111--~"""~~<r====•==...,..==O -•"" •0~1111w- 1 .5 .JO ,/ 212.0 / 31 ,. Ii,/ • 211.6 /~ ! 48' SAN OIEOO,:NC, 1017t MUENNliK!N!I $7, PLANNING SANDIE00,CA9.21ll:1 ENCINHlillNG l"Hl!S&ISSMSOO S U R V E Y t N G l'X 1&5111556-141-4 4'f- ,,> /,rlr I 61 I i~· • 0 G? -;:; NO. 60223 if; \;il EXP. 6/JIJ/04 !li ~ ·- J3 210.6 37 208.6 ~ ~ I ~ 40 201.6 -- -w- I ~ I I 41 199.6 " --- "AS-BUILT " DES1GNED SY: K.H. DATE: QB: 2002 ~ 0 ;~:7 DRAWN BY: ,,s N;C,. K.F. SCALE: --1 ~//1<~ PROJECT MGR.· K.ll JOB NO.: 9S-192Q ~ ---=c--=o:-:-N;-;:s,--,.u;-;-L--:;:T-7"~N:-;--:T:;;-;s::---1---------------; P.E. 11-ero,o EXP. <eLH/ate 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 760-931-noo Fax: 760-931-8680 Civil Engineering Planning Processing Sun,eymg ENGINEER OF WORK: KEl1H w. WiNSEM DATE: RCE: 60223 DATE , I I , 42 1!JIJ.-I I I ' 20' PIJ8LIC Ulli!TY EASEMENT PER FINAL MAP 43 , 197.0 / v.· • i / /' /. PORTION OF LOT E PER MAP 823 BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STAM)Afi[} Al-10 Sll?EET CENlERUNE HEU AIOMIAIENT CENlERUNE OF El CAAi/NO /?£Al. AT ENGINEEH'S STA710N ,t6#92 PER R.S f8{)(J-f CO/INTY 8£NCH L£YELS (NO. CO/INTY ',ERT. CCWTROL DATA) 68A7fl OATVAI: NG'4J OF 1!129 ! \ \ \ DATE \ \ I I ' I \ l INITIAL ENGINEER Of WORK \ \ o8=11 H II l) \ \ \ I \-<I I ' \ \ I l ' \ \ I /4 \ I \ \ \ \ \ \ LOT 2 c,r., 00-02 'AP 14541 \ \ \/ \ \ NE;W e.o.w. AS-/31,//LT / I s ; I / DATE \ \ \ ) ! \ \ \ I \ I I I / I ! I I i / \ / ! . I ); // I /; I ; ' // \, I I ; / I ' I INlTIAL DATE / I I I I I ' ' ' ' J ' I I \ \ ' \ \ \ \ I I I / I I ' ' l / / I r I I I I I ! I / ! ! f I \ I / I / ' \ j I ' o· 10· 20 \ I ! 40' SCALE: 1• = 40' NOT£!! £1£CTRON/C DATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USE!} FOR HORIZONTAL OR VERllCAL SURVEY CONTROL Qllf/JIN(/ PI.AIIS flJII: I sH115 I CAI.AVERA HILLS II VlllAGE X APPROVED P,A LLOYD B. HUBBS 61-... ~ ~ . q ·,& 1~/.b,/0'1, RCE 238897¼Esi2..i1-os CITY ENGINEER ?oA>t'. OWN BY: --=--PROJECT NO. DRAWING NO. REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: -"'=:;!:w-C, f. Of /I~ ,10,1.c_44 RVWD BY: • • -vu "f 'oJ G: \JOB5\2002\981020\9820XG03.DWG 08/29/2003 02: 37 34 PM PDT_, "--_ ,. XREFS, 9820os:r: 9820autl: 9820XG: 982Dxgrd: 9820xm□o: 9820XSTR; 9820GRD; 9820Xu TL; 982•u ,eOo-r -- I / ' \ ' o' 10' 40' 10 ·--SCALE: 1 • = 40' '--<~ ____ ·"_··-~,/, _,-.->,~: ~ 3? 29 __,.-:~< <----:~~•-~~\ / I / ./ -(-_ \. \ 120.01, ·X , i ' i ' ! i "\ \ i ' \ \ \ \ ' / I I / I . --.. ,·. \'" \ \ ' f \ \ / i ! I i I \ \ I \ ' ' ' ) ! ' \ -, · 177.80 )('-' \ \ \ \ ' : I \ I ! i \ / ! \ \ 2J 221.0 "AS-BUILT v'O.. •7 DRAWN BY= J.s.. N,C,, K.F. SCALE: ____ ~ ,,y-!1 L A"'\ ~ ..di DESIGNED BY: KJ,J. DATE: w 700? ~ __ c_o __ N_s_u __ L_T_fi/_"N~· -r--s--,__PROJ __ Ec_T_MG_R_.-_K.H. ___ J_o_s_N_o_ •• _-_•_1_t1211_· _ ... P.~~ EXP ~;;:;le 2710 Loker Avenue West Suit-e 100 Carlsbad, Califomia 92008 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying ENGINEER OF WORK: KElll-1 W. IW4SEN DATE: RCE: 60223 INSPECTOR 24 220.() DATE qµ~/4s DATE 2() 2.Jl.6 SEE SHEET 5 19 2.15.7 NOTE ff 26 215.4 18 2.Jl.2 ~ ~~ 11 2.15.4 27 21.J.7 EL£C1RONIC OATA Fll£S ARE FOR REFERENCE ONLY ANO AR£ NOT TO B£ fJSEO FOR HORIZONTAL OR 1€R77CAL SIJRVEY CONlROI.. BENCHMARK: DESCRIPTION: LOCATION: STAMJARfJ Al-10 STREET CENTERUNE llfU. MONfJIIIENT CENTERUNE OF El CAJIINO REAL AT ENGINEEl?'S STAllON 4§4+92 Pf!R R.S 1800-1 ;,,-,,· ~ 15 ) I I f ' I ........ /J,J ' ' / I i .................. ' / I I -....:::..,, ;½ / 80 21.J.5 28 21.J.O ~ ! (a / /3' _ . ..,: 20 / / 214,0 W 213.5 7F 213.0 81 212.9 I I I • I 736' --·--" 22tJ..J , r -• V -• • ;;::-------11r--- 225.4 129' • 86 222.6 !H 215.9/ · /8.J 211.9 !JO 234.7 t I 103 226..J 104 220.7 105 217.2 IOI 234.1 100 2.J6.5-.--'1_3 --~---~--- . 99 238.7 / 9 23! 6::~~ ~$) ~ 22, ·- ___,.--~-.....---~-·--~ .,/ I 13 -rJJ-l,}. 216.1 8w 2 1f 2 112 21.J.9 /.., .. ,.,,,, ! I ., I ,/ / I __ ...,✓ 212.5 110 211.3 P l""---.:r--c30;;-,---s_ :-,c----VJ.! / 80 lfJo 214.2 fOl 21.J.O "" "' J5 .6 CITY ~/ -,,<,, "y -· __...: ·. ~------;-. . . .. ~-,_ . . . ·-.. f ! -_,.L / J7 208.6 OF CARLSBAD I s4ET I ENGINEERING DEPARTMENT I SH11s I (;IIAfJfN(J PUNS flJII: CAI.A VENA HlllS II VIIJ.AG£ X APPROVED ;C~ LLOYD B. HUBBS & M" ~ JP'-'i111 ~ lol~ex RCE 1,, ""g EJRES 12 -1-05 CITY ENGINEER TDAE {,,/ ;J,HJ< R,1-11\ 1,\ NB"W E-0-W. , AS-l:JUIL T DWN BY: PROJECT NO, DRAWING NO. RECORD FROM: ELEVATION: COUNTY BENCH I.EVEl.S (NO. COI/NTY '£RT. CONTROL OATA} 68. 479 OA Tl/II: NCl;fJ OF 1929 DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL CHKD BY: -c..,;p REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:~ C.T. 01-06 405-4A Gr \JOBS\2002\981020\9820XG04.DWG 08/29/2003 02: 56, 41 PM PDT XREFS: 9820TP03-A: 9820xg; 9820xgrd; 9820xmap: 9820xslr; 9820xut!: 9820GRD 7 I I ' ' i ' I ! _· . • I . · MAP 10fl(}6 / I ' / \ "·~, .. , .... ,. ... -- -~---·-. -. _ 2_05.-7-4-x· NOTE!! ) ' \ \ \ E.ECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERl!CAL SURVEY CONTROL / I I ! ! ! ! ' . _, -· -· 16 ti 248.1 / I I / 12 267..J I II 268.3 6' .. 72 256.1 . 10 268.8 9 269.3 70 265.0 8 270.0 69 267.5 . -,i-. -. 13 251.9 SEE SHEET 4 271 0 Loker Avenue West Suite 100 Carlsbad, California 92008 760-931-7700 Fox: 760-931-8680 Civil Engineering Planning Processing Surveying ti '---- 21/7.8 •. _ /;/ I. ·, / I . / / ?, f • "J/jl/ !J ,. / _f .. DESIGNED BY, KJI. DATE: Dl1C 2'JA2 DRAWN BY: J.S,, NC K.F. SCALE: ___ _ PROJECT MGR.~· ...,K."-'H._. __ JOB NO.: 98--1Q?P "AS-BUILT ti;, -,:-wlY/Ju t: · i------------------1 P.E. :+81#70 EXP ?,/W4(? ENGINEER OF WORK: W. HANSEN RCE: 60223 7 271.6 68 268..t/ 90 2.H.7 t/4sla.r DATE .:,jz/4.s DATE 5 272.7 4 272.2 92 237.1 101 2.H.1 ·--• 94 238.7 96 258.1 SEE SHEET 6 6.J 268.5 95 239.7 99 238.7 --~---~_:··~~-·,.½ •' -~~---- ~ 64 \~ :to \ 59 259.0 98 . 239.8 lt 221.0 \ \ 115 1 H-''i\ ·" 228..J 1- \ IH-:'ql 21/1.1 52 227.J \ \ \ \ SEE SHEET 3 f-------+--+-------------l----1----+----l---l I SH5EET I CITY OF CARLSBAD I SH1EET1 s I ENGINEERING DEPARTMENT BENCHMARK: DESCRIPTION: STANOARO kl-10 STREET CENlERI..INE /ltEl1. klONWENT LOCATION: CENlERI..INE OF £l.. CMIINO REAL AT ENGINEER'S STAllON 45#92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lEVELS (NO. COUNTY 'vERl CONTROL OA TA) ELEVATION: 68.479 OA Tl/kl: NG',f/ OF 1929 ~=:'...'::::========='....'::::==::::! GIWJINGPUNSFOH: CAlA VEHA HlllS II VII.LAGE X APPROVED ,~ LLOYD B. HUBBS 1---1----+-----------------1----11-----1-----1----1 A Ii r o;c::z ~~, · ,4 ,,,J.•• /,s,.:J RCE 23889 £M>iRES12-f-05 CITY ENGINEER ?'oA7!: DWN BY: ---PROJECT NO. DRAWING NO. ~~g ~{: V C. T. 01-06 405-4A DATE INITIAL ENGINEER OF WORK e.o.w. AS-til./ll.T REVISION DESCRIPTION DATE INITIAL DATE INmAL OTHER APPROVAL CITY APPROVAL G: \J0aS\2002\981020\9820XG05.DWG 08/29/2003 03: 00: 36 .0 M PDT XREFS: 9820A.STR; 9820auti; 9820TP03-A; 9820xg; 9820XMA.P; 9820XSTR; 9820XGRD; 9820XU,L; 9820GRD 7 ,, '9 -\ • \ ·, ' . ' . ' \ .. \ . ' \ . . . '~' b'· -' ' ' \ . - -. , MA? fD!J(J!J . I --: l . .,.. --...,.__. 324.55 X "\"---,.,._--.L "'-,____ 2s714 c.,I X j . I \ \ ' \ ' \, I \ I , ' 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 760-931-7700 Fox: 760-931-8680 Civil Engineering Planning Processing Surveying DESIGNED BY: IC.H. DATE: Df!i ?QQ2 DRAWN BY: J.S.. NC K.F. SCALE: ___ _ PROJECT MGR.· K.H. JOB NO.: 98-11!2D ? AS-BUILT " ~~~"l.J. ,/4/4r: 1-------------------l P.E. 4-8~70 EXP A,/3(/./!J(p DATE ENGINEER OF WORK: ED BY: KEllH '11. IWISEN DATE: 2--o/~.l RCE: 60223 BENCHVARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STAN!)Alfl) lil-10 S17?£ET CENltRUNE v.£ll. lilON{M£NT CEN1EfflJN£ OF £L CAJIINO /?£Al.. AT £MJINEER's STA 110N 45/.+92 PER R.S 1800-f COl/NlY BENCH m£1..S {NO. COl/NlY '.e?T. CONTROL OATA) 68./.79 OAllJlil: NGl,fJ OF 1929 ENGINEER OF WORK DATE INfTIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL Cl1Y APPROVAL o· 10· 40' 20 80' SCALE: 1• = 40' CAlAVERA HILLS II VII.LAGE X APPROVED r' •tf LLOYD B. HllBBS ../4. di ,, W ~~--= (< Je:,~i('l RCE 23689 IRES 121-05 CITY ENGINEER 775A OWN BY: __ _ CHKD BY: 6VP RVWD BY: PROJECT NO. C.T. 01-06 DRAWING NO. 405-4A G, \JOBS\20D2\981020\9820XG06.DWG 08/29/2003 03, 05< 1 PM POT XREFS, 9820ostr; 9820outl; 9820TP03-A: 9820xg: 9820XGRD; 9820XlsiAP; 9820XSTR; 9820XUTL; 9820GRD . 1:02 -- EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED. CONTACT MARK CARPENTER AT 619-520-9557. 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES OUR/NG THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHAU NOT 8£ MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END or EACH WORKING DAY WHEN THE FNE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHAU BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERM/NATION OF HYDRO SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF TH£ DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTAUED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS ANO THE FOLLOWING: A. HYOROSEEOING SHALL BE APPLIED TO: 8. C. 0. E. 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT ANO ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR /JORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREA1MENT. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER ANO THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HANO WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEAOS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2 AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYOROSEEOING, THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIO[ IRRIGATION TO TH[ CITY ENGINEER. THE PROPOSAL SHALL 8£ SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF TH[ ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR TH£ GROWTH OF THE HYOROSEEDED GROWTH. HYDROSEEOING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCU£ c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM ( CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF OIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY 8£ OMITTED ON LOCATIONS WHERE THE AREA BEING HYOROSEEDEO IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA ANO APPLIED ORY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEOING. i. ALL SEED MATERIALS SHALL 8£ TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH TH£ CALIFORNIA DEPARTMENT OF FOOD ANO AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDEO TO THE HYDROSEEO SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MUI.CH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO TH£ SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% or THE STRAW INTO TH£ SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT TH[ RATE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEOED SHALL BE PREPARED PRIOR TO HYOROSEEOING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6:1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEEOED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL TH£ PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEOING IS THE PERMANENT LANDSCAPING, UNTIL TH£ PROJECT IS COMPLETED AND ALL BONDS RELEASED. EXISTING GROUND \ l T 50'MJN. PRQFll£ , I, 11 I I ''i I PUBLIC RIGHT - OF-WAY PUBLIC RIGHT-OF -WAY \\ PROVIDE APPROPRIATE TRANSlnON BETWEEN STABILIZED CONSTRUCT/ON ENTRANCE AND PUBLIC RIGHT-OF- WAY STABIIJZED CONSTRUCTION ENTRANCE 4" VERTICAL FACE C!'.YDPftr QEJAJL ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE ---..~ ,-ft~rt\~ "4t. , i!f ' ' r, s ----~~iJ <;.L~ON PLACED ON THE CONTOUR I ,,,, ·' _ 2 RE-BARS.STEEL PICKETS.OR / 1 __ -·::..= 2"X 2" STAKES 1 1/2' TO ___ ---2' IN GROUND ANCHQRfHG DETAIL " DRAINAGE AREA LESS THAN 1 ACRE STRAW BALE DIKE 1. SET POSTS ANO EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FRO/J AND ALONG THE LINE OF POSTS. J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE ANO EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO TH[ POSTS. 4 IN (10 CM) 4. BACKFILL ANO COMPACT THE EXCAVATED SOIL. FILTER. ·.FA.·BRI.Cd"-'f'"'-1),____ //~ l!,11111 W!R£ :: -1_1 ,I! , 1 '-,li"""~-=•1:::: :_-::::_..._, i I i i I i I ' ' I i 11 I I I I I I SILT FENCE FIU SLOPE 9 IN (23 Cl.I) 1./INj 2 FT I (0.6 M) EARTHEN RIDGE UNLINED SWALE & BERM ~ I RUNOFF WATER WITH SEDIMENT SEDIMENT ' ' I WIRE SCREEN / FILTERED WATER ..... -- DROP INLET WITH GRATE ~--coNCRETE BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN DROP INLET ( WITH GRATE ' ---·--~ ..... ________ ---; fj COMPACTED SOIL ·- TO PREVENT PIPING RUNOFF WATER . -WITH SWIMENT ~- -----"-, \ STAKED 1 STRAW BAL£ I STRAW BALES // STAKED WITH TWO STAKES PER BALE END AND SIOE OVERLAP AT CORNERS FLOW HAY BALE SILT BARRIER GRAVEL BAGS OVERLAP ONTO CURB \ ' RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY 3 FT (0.9 I.I) MIN, THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS 0 : \I 0 \ 0 o I 0 \ ~ -- 18" I LOG CHECK DAM POINTS A SHOULD Bf HIGHER THAN POINT B HAY BALE CHECK DAM 6 IN (15 CM) 24 IN (61 CM) j COARSE AGGRE~GRATE I FLOW -24 IN (61 o I CM) (8) L-0/STANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION -,, ~1 • ~-,...~~7tfl'ffi\1'1ti•r ~ L ___ _.,,B ,, I 1 1 1, 111 , _ r""'b. ' Ii I 11 I ·I· ' i ' ' I I - GRAVEL CHECK DAM FIBE:R ROLL 4" MIN. ..__ ..... VE:RTICAL SPACING VARIFS BF/MTN 8' TO /0' NOTE INSTALL FIBE:R ROLL ALONG A LE:VF! CONTOUR ..... ..__ ..__ ..__ 4" MAX 12" MIN -J/4"xJ/4" WOOO STAKES MAX 4' SPACING "---,, --....'-. 4' ~~t I '---- .. ~ ~ ROLLS ---1 ..__ \ '-~· SET DETAIL ABOVF FIBER ROIL J,EGEND DESCRIPTION SY\WOL QUANTITY STABIIJZED CONSTRUCTION ENTRANCE 2 EA GRAVEL BAGS cx::x::x::x:x:x 700 EA SILT FENCE -0---<0>-----<0>---0 1,425 LF EROSION CONTROL BLANKET 86,576 SF FIBER ROUB 5,750 LF NOT[: OUANTIT/[S SHOWN HEREON AR[ FOR BONDING PURPOSES ONLY. ACTUAL OUANTITl[S MAY VARY. C 0 2710 Loker Avenue West SuitP. 1 DO Corlsb(ld, (',()lifornio ~?OOB 760--9.31-7700 rmc 760-qJ\ --8680 L T s Civil F:nq,neering Plonnir,g Processir1g Scirveyir,c I I IL }JOTE !! ELFCTRONIC OA TA f/LFS ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR vfRT/CAL SURVEY CONTROL DESIGNED BY: K.H. OATL _DEC 2!!Q2._ DRAWN BY: J.S...J!.C ..... KE. SCALE: AS SHO\V.N -- PROJECT MGR.; JUI, ___ .. JOB NO.; 9.!!-10.20 _ ENGINEER OF WORK: I ·" _I;. // --~~~-,' _·:--~- KEITH W. HANSEN I I DATE: ::1 ~ ~-::;,,- ---'--"-" RCE: 60223 PLANNING DEPARTMENT APPROVAL "AS BUil T" (SIGNID) DATE: / / ~L~. IIICIIAIL J, HOLZIIIUJ!ll, PIANNING DIRl!CTOR fsCE .±fl..~ EXP. (i,/.3o/o(p IJATE (SIGNID) DATE: / / REVJEWj?D 8Y: / l!ECOIIIIENDIID BY, ___________ _ (PRIN'I NAIii) L~~-~~ t------+----<------------------+----+---+-----+--------i ---·----------·-· ---------·-------···-- M_s: ~=lN\'-'-+........_,_,/v.ff.JY. l:-_Q,_~~~ll~ll~T~----+---+------+---+-- oATE. INITIAL DAT£ INITIAL rJATF INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAl :::1TY APPROVAL , I· I J:· 1, (I, I INSPECTOR r Sf~7FEFT~.·1 crrY oF CARLSBAD I SH1,,1Ts I LLJ ENGINEERING DEPARTMENT EROSION CONT1IOI. Pl.ANS FOR: CAl4 VERA HILLS II VILU.6£ X APF'ROVED ;"' "It .cb d' I ~y~~-•-'-4 RC[ 23889 XPIRES 2-31-05 LLOYD B. HUBBS ,~~4:1.:-, CITY ENGINEE~ • DA(E DWN B'(: __ _ PROJECT NO DRAWING NO. CHKD fJY: ~ RVWD 13Y: _£2:z_ C.T. 01-06 405-4A 102403 C :E ...... G) 0 ~ 0 CJ'1 -~ ~ I ~ )> / lJ 251.9 ·, 72 256.1 C ·- -· 89 2J1.6 90 234.1 --·~- 228.J -· • 87 225.-1 102 2J0.8 r-111_,~r~-~-~-~~~~1 lr~T , -· I I !OJ 226.J NOTE !.1 'J .5 [l. ~- ,----./ I I I 82 212.-1 JO 212.0 ELECTRONIC OATA FILES ARE FOR R£f[RENCE ON/ Y ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL 86 222.6 84 215.9 BJ 211.9 ,/ / JI • 211.6 I I I + 32 211.f l 33 21a6 104 220.1 105 217.2 106 21-1.2 107 21J.0 34 21a1 o/<o"' --✓ CONS U:: ;T s -' ---- 2710 Loker Avenue West Civil En(lineerinq Suite 100 Plunn,ng Car!sbod, Colifornia 92008 Pro(.:essing /60-931 -7700 Surveyirq Fax: 760--931-8680 • IOI 2.J-1.1 100 2.16.5 I I I JS 209.6 DESIGNED BY: l(Jj. I I 110 211.J .J6 209.1 DATE: DRAWN BY: _J.S.._l!.C.. K.f. SCALE: 99 2J8.1 ,/ 98 2J9.8 ' __ ,;;r;_' -~,i. 111 212.5 115 228.3 114 22aa c __ .-\ 1/J .. 216.1 \. 112 21J.9 37 208.6 48 207.-1 38 207.1 I I \ ) I ' 41 2fH.6 39 2fH.-I "AS-BUILT ,, DEC 2002 ,r') _&~_ I I I I I . I 52 227.J ~"'"''""'•~-.. . 'Tr' ,., "'"~-,,:,,,, "' - >t 50 219.9 1/ II II ===l~-i~ 40 201.6 I· I 41 199.6 BENCHMARK: I I \ fl 11/18 \ \ WA!ER ,11_5._fAlla{ 1 2fJJ.5 \ \ \ \ 42 198.-1 \ I I -14 196.8 === PORTION OF LOT E FER MAP 828 PROJECT MGR.;_K.H. JOB NO.: 98-1020 ~~k#).~ 8' • ,, , df ----.. • i ------ JESCRIPflON: STANOARO M-10 STREET CENTERLINE ~L AIONUMENT ENGINEER OF WORK: 1~:::1:1. I I ! .1 I ' 1'-· ~ _.._ DATE: ? r ':J . -------KEl1li W. HANSEN RCE: 60223 P.E. r,, 70 EXP _(e/..,3~/,;,i.,_ DATE REVl,E)'IED 9Y, .oo_Uc~ '?J,_~z,,le,. INSPECTOR DATE LOCATION CENTERLINE OF £1. CAAi/NO REAL AT ENCINEER's STATION 454+92 PER R. S 1800--I RECC~D FROM: COUNTY BENCH L£V£LS (NO. COUNTY ',£RT. CONTl?OL OATA} tLEVATION 68479 OAT/JAi: NGl,fJ OF 1929 "'/..l ;,5 /<l-M DATE IN1TIAL ,____ ENGINEER OF WORK \ LDT 2 c,T, 00-02 MAP f454f ' ' I _:, NOTE: INSTALL FIBER ROLLS ACROSS FRONT OF ALL LOTS o· 10· 40' 20 80' SCALE: 1 ' = 40' NOTES L!J IMPROVEMENTS PER 390-9 1(H.•~ i'<Ul,j<,;',:fra<, I',. J, N fJ IN I :lM'ii"lf~(iC !.f,io,i l'Nf;IN\f~<N/ rHJR',A)~~l~••l'iH<'. ':•Rvr,11v, r)!M8\~:ti~-HH ~-,~'''"~• ., ••--"-"rn~•~••=-"•...,,.,_,. , ..... £lfOSK1N CONTllOl PUNS FOR: CALA VENA HILLS II VILL46£ X APPROVED F'<>lf LLOYD B. HUBBS ,---:-:=------+--+---+---+---1 Rct~a!fu1 ~1tffi""ifi':~ CITY ENG,NEER Lo/ifA_~..-, UffW e.o.w, AS·Bt/1~.T DWN BY PROJECT NO. DR1\WING NO 1-...CDC.::.AT=--E _LC.::.INlc_cTIAJ_"_____f------':"-DATE INITIAL REVISION DESCRIPTION CHKD BY:----"':~~ OTHER APPROVAL CITY APPROVAL RVWD BY: _ C.T. 01-06 405-4A ' ' ,.; It 11' ! 102403 C :E 00 G") S..i=a, ~o ~CJ1 I .i=a. )> 2710 LQker Av.nu• West Suite 100 Carlsbad, Colfomia 92008 760-931-7700 Fax; 760-931-66BO Ci¥il Engin-Nring Planning Processing Surveying "AS-BUILT 11 DESIGNED BY: K.H. DATE: DEC 2002 ~ DRAWN BY: J.S., N,C., K.[. SCALE: AS SHOWN / {//) L /, /4 PROJECT MGR . ._· K,,,.,H..,___ JOB NO.: 911--1920? 'fl-LL°A'AA,.... f,,(~ ,~ 1----------------1 P:;;S(,70 EXP. (,/3tJ/¢{, DATE ENGINEER OF WORK: DATE: 1 h/4J' KEITH W. IWtSEN RCE: I0223 --... --...:;:: ----/ 16 t, 2NJ.1 . --~-· -. -'lLJ, I 77 2.15.-1 27 213.7 BENCHMARK: 80 213.5 DESCRIPTION: STANOARO Al-10 SlHEET CENTERUNE HElL AICW/JAl£NT LOCATION: C£NltRL!N£ OF £1. CAMINO HEAL AT ENCINEIR's STATTON ~92 PE1? R.S 1800-t 81 212.9 RECORD FROM: COUNTY 9£NCH LEVELS (N(). caJNTY '£RT. CONTROl OA TA) ELEVATION: 68.-f.79 OA TIJII: NCI{) OF 1929 l2 258.1 r,,;_:iJoS DATE RLhl INIT!AL ENGINEER OF WORK SEE SHEET JO ' >Y , --• ~ 2~• t, ·-89 2Jl.6 " ____ .. __ ,_..-___ :{\C'r (, -· ,,,,,... --· 00 \ 228.J "BJ 211.!J 4-,,ve,AI E .o.w. AS-B~IL7 \ \ 99 238.7 s 23 100 \\ 236.~ .. --",J\r !OJ 226.J 104 220.7 101 2.J-1. f ==/'==~=== / DATE INITIAL DATE INrTIAL . \ 110 211.J \ \ . • I ; i :; / .. / !-----·- - t / o''[J/6 ·~fi7~,\ 'I>'' 'l7J ,, IIJ,w) 216. , e ~ a· 1 o· 19. TF !'!!!ii:.■ iiiil!'!'!!!!'!!!!li:::i■iiiiiiiiiiiiiiiiiiiiiiiiiiiil 112 213.9 J7 208.6 20' 80' SCALE: 1 • • 40' I SgET I CITY OF CARLSBAD I SH11TS I ENGINEERING DEPARTMENT OiOSION CONTllOI. PWIS RJlf: CALA VEHA HILLS II VILLAGE X APPROVED F•l'f LLOYD B. HUBBS 4 G <<1{ ~c ·;t. 1 l1 1 .. :, RCE 2J889 """PIRES 1 31-05 CITY ENGINEER ~A~ DWN BY: PROJECT NO. DRAWING NO. CHKD BY: r"" REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~, C.T. 01-06 405-4A . G:\JOBS\~0)2\ Sl81020\ 982DX1::;Q9.D\,;G 08/29/20ll3 OJ:W·4l P"1 fJ D X9EFS: 9820xg; 9820XMAF: 9820XGRD; 9820XSTR; 9820XL'TL; 9820xero; 982CGRJ· 9820TT703-A 7 102403 I ! '0606 --.,..._,,_ __ ' ' I I I I 122 H.OA. \ \ OPEN SPACE ' ' ' ; I I ' I I ' I I I I , I , I I I I I I I ; , , I I I I I I I I I I ' I ' I ; I I \ I // I ' I ' / \ \ I , I \ \ I I ' ' I I ' , I I I I , ' ' 124 CENERAL PLAN OPEN SPACE ' I ; I I I I I I I I I I I I I I I NOT£ .1! ELECTRONIC DA TA FILES ARE FOR REFER£NC£ ONLY ANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR V£RT/CAL SURVEY CONTROL I I I I I , I , I I I LOT 8 c,r, 00-02 MAP 14541 I I I -'- ' / ---- __ t-,5 -· i 252.2 16 e, 248.1 -.i-. -. 11 24.J.9 \j ·-·-i SEE SHEET 9 c~✓~, 13 26aJ s 2770 Loker Alfflnue West Civil Engineerin9 Suite 100 Planning Carlsbad. California 92008 Proc€ssing 760-·931-7700 Surveying fox: 760 931-8680 123 H.OA. OPfN SPA<:{ I/,, I I "' "- I I I I 12 267.J I I I 11 268.J /?/ I/,, c L,,1 ;// / / I fl,,/ I \, I -• , __ -· I I i . . t ✓-• --, 'S:: -· '- 10 268.8 i 9 269.J 8 270.0 1 271.6 -· -· 6 272.7 67 268.9 -·· . , 68 268.4 /J I > -. ' ' Is ·-,,.,_, 74 247.8 73 251.9 DESIGNED BY: _.JI.!:!,_~ DRAWN BY: J.S.. N.C.. K.F. PROJECT '4GR. · K.H. ENGINEER OF WORK: I ,,, ,. '/ ti,.,__ . ,..: /.:. KEflH w. HANSEN , I / 72 256.! DATE: 71 26a8 DEC 2002 SCALE:~-- JOB NO_: 98-1020 DATE: "~ I" ,' ' .1. ~ RCE: 60223 10 265.0 69 267.5 89 231.6 ---· 90 234.7 "AS-BUILT r) vvk,;L ~--""c· . .. -- P E. </-8<,, 70 c.XP (,,j_Ji),'p_{L_ ~Vlf,WlD l (; /11,(11.1~ -• -· INSPECTOR 5 272.7 66 269.4 4 272.2 !la,, I 92 231.! .. I I [r't,jf' DATE _iG/6.-- IJATE / I / I I I I 93 2Jl.9 101 234.1 97 266.6 94 2.JB.7 100 2.16.5 96 258.! 63 268.5 61 261.1 I I ,1 I 95 2.J!l.7 99 2.JB.7 SEE SHEET 8 BENCHMARK: DFSCRIPTION: STANDARD 1.1-IO STREET CENTERLINE Mell I.IONUMENT LOCATION: CENTERLINE OF El CAI.I/NO REAL AT ENCINEER's STATION 45~+92 PER R.S 1800· I I I I I I 60 262.9 / / / / 5g 259.0 . - ' 2J!.8 \, "(// .. ·: ·'.i.- 115 228.J / / / 58 255.1 \ ~ ~ I (...,'_-1,lo!. R,lM RECORD FROM: COUNTY BENCH L£'1El.S (NO. COUNTY '£RT. CONTROL OA TA) DATE INITIAL ENGINEER OF WORK ELFVATI0N: 68.419 OAT/JI.I: NC',,fJ OF 1929 \ -. ..56. ~-245.9 i -. S5 241.1 \j -. i / / . . -· i-· 5J 2J1.5 T I 52 221.J NOT[: LOT 2 C,1, 00-02 MAP 14541 INSTALL FIBER ROLLS ACROSS. FRONT OF ALL LOTS NOTE: Q' to' 40" 20 80' SCALE: 1 • = 40' LlJ IMPROVEMENTS PER 390-9 \ \ \ \ \ \ \ \ \ •t:111, rhUt.~fililc'f'l''' t> La MM' "II t, \f'ii'itlltt't(lt}\~.111' I t,, 1; I "I t I.~ ! N !, f>l•Hll~A! 1~114'JIY, s U ~\!I "1 "t, !~ !Mk\ ~~1>,.·11,1,J W,-~ .. .-,.._,,,,,-,k_ ,,.,~"-w~ Sll[[TS 11 --------+---+----+-. -------·-·----ETNJSION CONT1iOI. PLANS FDli: Ne'W e,o,w. AS:·BUIL.T REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL 'I-' ',' ,·1:' DATE , l\ll'IAL CID Af'rROYAL CAL.4 VE.RA HILLS II V/Ll4G£ X PROJECT NO. DRAWIN(; NO. C.T. 01-06 405-4A 4P 10608 --- NOTE 1! i--.JL \ \ \ ELECTRONIC DA TA FILES ARE FOR REFERENCE ONL Y AND ARE NOT TO BE USED FOR HORIZONTAi OR vERTICAL SURvEY CONTROL LOT 8 c,7'. 00~02 MAP 14541 I I I 123 H.QA. OPEN SPA(:£ I I 8 270.0 -· l 271,6 I I I 6 2721 I I I I I I I I l I / 4 212.2 I I I ; I Lor 4 e, 7'. 0{)-,02 MAP 14541 I I I I ·/ I V 3 277.fl: 2 268.6 5 212.1 . ;•oc,oc;f ' H--e, 62 ~-,,/ -~-·nt,;J : \ ,;r, ~ ' 8'' . ., SEE SHEET JO BENCHMARK: OlcSCR!PTION: STANDARD M-10 STREET CENTERUNE WELL MONUMENT \ \ I \. \ ·. I I I I \ 63 268.5 \ I I I 61 261.f I I I I I I I I 60 262.9 I \ \ \ \ / / / \ \ \ . \ \ \ \ \ \ \ \ \ · ........ NOTE: INSTALL FIBER ROLLS ACROSS FRONT OF ALL LOTS NOTE: UJ IMPROVEMENTS PER 390-9 LD12 C,7'. 00-02 MAP 14541 £IIOSION CONTllOl PLANS FOil: o' 10' 40' - ---20 80' SCALE: I " = 40' CAL4VE.RA HILLS II V/Ll.46£ X I 8CATION. DATE 2710 Loker Avenu~ Wf'~t Civil Lnqineerr·,g ENGlNEER OF WORK: CENTERLINE OF EL CAIi/NO REAL AT ENCINEER's STATION 4M+92 PER R.S 1800-1 APPROVED ~ llOYD 8, HUBBS t====j====j======================--··_···_···_··_·· --t---t--t---t--, l,,R'.2C;,.,F..42!i:-38°"8'-9l:';;.-XPi¾ret-3~~5 CITY ENGINEER ~1:r{fLI. Swte 100 Planr1111y .~El) Bf carlsb□d, Cali•ornio 9:?008 Pror:essing / / / 1 / .,,,f ~ ~? , ~ lj 'l. //, _/~.;:,::_. '60-931-TiOO Stir·•eying , _,, ~ __ .._.,. DATE· , \_,, ______ (t_"tl'_~•~· ____ ,., a7 ~-o~ '76() 9.1 I 8€R0 4.-.c: .......... ,.,_ , .....,_._ , . , . · -···----·"·-·-·-------_L~·~~·=-· HNISEN~~----...:RC=E'-: ~802'!:2~3'.__J_;l:.;;NS;;;.P.,;;f_;C;_;TO,:_R;__ _________ ,_DA_T_E _ __, RECORD FROM: ELfVATION: COUNTY BENCH IEVE:LS (NO. COUNTY vERT. CONTROL OA TA) 68.479 OATl/1,I: NCt,fJ OF 1929 ~ '..l b5 R.LM DATE. iNlflAL ENGINEER OF WORK Nf=W E=-6. w., ,4.S·BU::.:.c.,ll.=-T=-----1----+---t--c=-:=--. DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL C TY APPROVAL I I: I !( I 11 DWN BY: -· CHKD BY: ~v~~ RVWD BY I I PROJECT NO. C.T. 01-06 ORAWINC; NO. 405-4A 102403 C :e :::: G') o.a::., :o --01 I .a::. )>