HomeMy WebLinkAboutDWG 408-4A; CT 01-05; CALAVERA HILLS VILLAGE W; 01-10GRAD/NC NOTES
(IN AOOITION TO TH£ REQUIREMENTS OF CHAPTER 15.16 OF TH£
CARLSBAO MUNICIPAL COD£.)
/, THIS PLAN SUP£RSEO£S ALL OTHER PLANS PREVfOUSl Y APPROVED BY TH£ CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2 APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIJ.f" ANY POR710N OF TH£
CARLSBAD MUNICIPAL COD£, R£SOLU710N OF CONDl710NAL APPROVAL, CITY
STANDARDS OR OTHER ADDl710NAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. TH£ ENCINEIR IN RESPONSIBLE CHARGE SHALL
REVIS£ THESE PLANS llfiEN NON-CONFORMANCE IS DISCOJ.f"R[D.
3. CITY APPROVAL OF PLANS DOES NOT RELIEJ.f" THE DEJ.f"LOPER OR £NC/N££R-OF-
WORK FROM RESPONSIBILITY FOR TH£ CORRECTION or ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUC710N. ALL PLAN REVISIONS SHALL 8£ PROMPll. Y
SUBMITTED TO TH£ CITY ENGINEER FOR APPROVAL
4. A RICHT-or-WAY PERMIT FROM TH£ CITY ENGINEER HfLL 8£ REQUIRED FOR ANY
WORK IN TH£ PUBLIC RIGHT or WAY. PRIOR TO PERMIT ISSUANCE, A
CER71RCA TE OF INSURANCE MUST BE RL£D NAMING TH£ CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON TH£ P£RMITTE£'.S POLICY IN TH£ MINIMUM AMOUNT
or II 000.0DOOO FOR EACH OCCURRENCE or LIABIUTY. TH[ lNSURANC£
COMPANr' WRITING TH[ POLICY MUST HA VE A RA 71NG or ',l • -AND A silE
CATEGORY or CIASS VAS ESTABLISHED BY 'BESTS' KEY RA71NG G/J/D£
5. UNLESS EXEMPTED BY S£C710N JOl.(b)5 OF TH£ UNIFORM BUILDING COD£,
RETAINING WALLS OUTSIDE or P/JBLIC RIGHT or WAY R£0UIR£ SEPARATE
PERMITS FROM THE BUILDING /Jf"PARTMENT.
6. NO WORK SHALL 8£ COMMENCED UN71L ALL PERMITS HA VE BEEN OBTAINED FROM
Tl/£ CITY AND OTIIER APPROPRIATE AGENCIES.
1. APPROVAL or THESE PLANS BY Tl/[ CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UN71L THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS MLL BE MADE TO THESE PLANS HfTHOUT TH£ WRITTEN APPROVAL
or TH£ CITY [NC/N[[R, NOTED WITHIN THE REVISION BLOCK, ON TH£
APPROPRIATE SHEET OF TH£ PLANS AND TH£ 717l.£ SHEET.
9. ORIGINAL DRAltlNGS SHALL BECOME TH£ PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. TH£ ORIGINAL DRAWING SHALL BE REVfSED TO Rm.£CT AS-BUILT CONDl710NS
BY TH£ ENGINEER-OF-WORK PRIOR TO RNAL ACCEPlANC£ OF TH£ WORK BY TH£
CITY.
11. ACCESS FOR FIR£ AND OTl/£R EMERGENCY J.f"HIC/ES SHALL 8£ MAINTAINED TO
TH£ PROJECT SITE AT All 711,(£5 DURING CONSTRUC710N.
12. llf-/£R£ TRENCHES AR£ HfTHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPAC710N
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER or THE STA TE OF
CAUFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ RELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT Hfll BE SU8MITTED TO TH£ CITY ENGINEER/NC
INSPECTOR It/Tl/IN TWO WORKING DA Y.S' OF THE COMPLETION OF RELD TESTS.
13. A SOILS COMPAC710N REPORT AND COMPLIANCE J.f"RIRCA710N REGARDING
ADHERENCE TO RECOMMENDA 710NS OUll.lNED IN TH£ SOILS REPORT IS REQUIRED
PRIOR TO TH[ ISSUANCE OF A BUILDING PERMIT. ALL CONTROILED GRADING
SHALL BE DONE UNDER THE DIRECTION or A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE RELD OF APPLIED
SOILS MECHANICS. ALL FILL OR F/Jll.lRE Fill AREAS SHALL 8£ CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CA 710.NS AND TH£
• EARTHWORK SPEC/RCA 710NS • ATTACHED TO THE PRELIMINARY SOILS
/NJ.f"S71CA 710N. DAILY FIELD COMPAC710N REPORTS It/LL BE SU8MITTED TO THE
PROJECT INSPECTOR.
14. A PRECQNSlllUCTIQN M[[TING SHALL BE HEIO AT Tl-IF SITE PRIOR TO Tl-IF
BFC!NNING OF WORK AND SHALL BF ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUC710N, INSPEC710N, SUPERVISION. TES71NC AND ALL
OTHER ASPECTS OF THF WORK. THE CONTRACTOR SHALL SCHEDULE THE ME£71NG
THROUGH TH£ PERMIT CLERK (438-3891) AT LEAST f/VE(5) WORKING
DA Y.S' PRIOR TO STAR71NC CONSTRUC710N. APPROJ.f"D DRAWINGS MUST 8E
AVAILABLE PRIOR TO SCHEDULINC. THE GRADING PERMIT ltTLL BE PROVIDED BY
THE PROJECT INSPECTOR AT TH£ M££71NG.
15. All INSPECTION RFOUFSTS OTHER THAN FOR PRECQNSTRUCllON MFETINC fl//.L BF
MADE BY CAIi/NG Tl-IF ENCINFERING 2f HOUR INSPECTION REQUEST LINE AT
(760) 438 389I.INSP£C710N REQ(J£STS MUST BE RECE/1/f[J PRIOR TO 2·00 P.M,
ON TH£ DAY BEFORE THE INSPECTION IS NEEIJ[/J. INSP£C710NS llfll 8£ MADE
THE NEXT WORKDAY UNLESS YOU R[OUEST OTHERWISE. REQUESTS MADE AFTER
2·00 P.M. HfLL BE SCHEDULED FOR TWO FULL WORK DA Y.S' LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING. AND SHALL 8£ SOLEL Y RESPONSIBLE FOR CONFORM/NC TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS. LAH6 AND REGULA710NS.
11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE S£C710N 6705 BY SU8MIT71NG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN or SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MAD[
FOR WORKER PROTEC !ION FROM THE HAZARD OF CA I/ING GROUND DURING TH£
£\'CA VA 710N OF SUCH TRENCH OR TRENCHES OR DI.IRING THE PIPE INSTALLA 710N
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIJ.f" FEET (5) OR
MORE IN DEPTH AND APPROJ.f"D BY TH£ CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCA VA l/ON. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY lH( CONSTRUC710N SAFETY ORDERS. 71llE 8
CALIFORNIA ADMINISTRA 71V£ COO£ THE PIAN SHALL 8£ PREPARED BY A
R£(i!STERfJ2 ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA
EXCAVA 710N PERMIT MUST 8£ SUBMITTED TO Tl/£ INSPECTOR PRIOR TO EXCA VA 710N.
18. NO BLAS71NC SHALL 8£ PERFORMED UN71L A VALID BLAS71NG PERMIT HAS B££N
OBTAINED FROM TH£ CITY OF CARLSBAD. SUBMIT APPL/CA 710N FOR BLA571NC
PERMIT WELL IN ADVANCE or THE SCHEDULING OF 8!.AS71NC OPERA 710.NS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOJ.f"RED HfTHIN ANY WORK AREA
DURING CONSTRUC710N, OPERA 710NS HfLL CEASE IMMEDIATELY. AND THE
PERMITTEE WILL N071FY THE CITY ENGINEER. OPERA 710NS ltfll NOT RESTART
UN71L THE PERM/TT££ HAS R£C£/J.f"D W/1/TTEN AUTHORITY FROM THE CITY
ENGINEER TO 00 SO.
20. ALL OPERA !IONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARll.lRE OR OPERATION or TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUC710N EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7.·00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOI/INC OR GRADING
OPERA 710NS SHALL BE CONDI.JC TED ON WEEKENDS OR HD.LIDA YS. (A LIST OF CITY
HOLIDAY.S' IS AVA/LAB/.£ AT THE ENGINEER/NC DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL 8£ Sl/8/,f/TlfD BY THE CONTRACTOR TO THE
CITY DIC/NEER FOR APPROVAL nm FULL WORKING DA Y.S' PRIOR TO BEGINNING OF
IKWK.
22 IMPORT MATERIAL SHALL 8£ OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROJ.f"D BY THE CITY ENGINEER. THE CONTRACTOR
SHALL B[ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA 710N.
23. BRUSH SHALL BE REMOVED ONLY HfTHIN TH£ AREA TO 8£ GRADED. NO TREES ARE
TO BE REMOJ.f"D UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. All AREAS SHALL BE GRADED TO ORAIN. GRADING RES.UL 71NC IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTIIEN SWALES AND DITCHES SHALL HAJ.f" A
MINIMUM ONE PERCENT SLOPE
25. THESE PLANS AR£ SUB£CT TO A SICNED AND APPROl,f"D SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOWN AND AS APPROJ.f"D BY
TH£ CITY ENGINEER OR AS DIRECTED BY TH£ PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRAOE TO PRODUCE A /JNIFORM
SURFACE AND CROSS S£C710N THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES. ROOTS OR OTHER DEBRIS SHALL BE REMOJ.f"D
AND DISPOSED OF AT A SITE APPROJ.f"D OF BY TH£ CITY ENGINEER.
21. ALL SLOPES SHALL 8£ IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
MTHIN TEN (10} DA Y.S' OF THE TIM£ llf-lEN £fill SLOP£ IS BROUGHT TO GRAD£
AS SHOWN ON THE APPROVED GRADING PLANS.
CARLSBAD TRACT NQ C. T. 01-05
CALA VERA HILLS WLLAGE 'W'_
28. LANDSCAPING SHALL 8£ ACCOMPLISHED ON All SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT. ORAMNC ND. 112.~±.lc:., AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE !HAT ALL CONTRACTORS SHALL COORDINATE
TH£ IKWK OF THESE GRADING PLANS WITH 7/IAT SHOWN ON BOTH TH£ LANDSCAPE
AND /RR/CA 710N PLANS AND THE IMPROJ.f"l,fENT PLANS AS REOIJIRED FOR THIS
WORK IN ACCORDANCE MTH TH£ LANDSCAPE MANUAL 71M£ R£0/J/R£!,f£NTS.
JO. STORM DRAIN PIPE SHALL 8£ REINFORCED CONCRETE PIPE It/TH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY 8£
U71LIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4'
ROCK PER SDRSD 5-4 TYPE ·c· AND PIPE MEETS AS.TM STANDARD 3034 FOR
SOR 35 SOLID WALL PIP£
JI. MiER£ AN £X/S71NG PIPE LIN£ IS TO 8£ ABANDONED AS A RESULT OF THE
GRADING OPERA 710N, IT SHALL BE R£/JOV£0 MTHIN lllENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIP£ HfLL 8£ PLUGGED ltTTH CONCRETE OR R£/JOITTJ AS APPROJ.f"D BY
THE CITY ENGINEER.
SITE
.._
7 .I NOT TO
SCALE
_,,--
32 THE CONTRACTOR SHALL VERIFY TH£ LO.CA 710N or ALL £X/S71NG FACILITIES
(ABOV£ GROUND AND UNDER GROUND} WITHIN TH£ PROJECT SITE SUFFIC/ENll Y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACll.lAL LOCAllONS ARE IN CONFLICT HfTH THE PROPOSED
WORK. ..HUNSAKER
-~~?R~~"fES 33. THE CONTRACTOR SHALL N071FY AFITCTED UTILITY COMPANIES (SEE BELOW} AT
LEAST 2 FULL WORKING DA Y.S' PRIOR TO STARTING GRADING NEAR TH£1R
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRES£NTA71V£.
UNDERGROUND SERVICE ALERT
SOCM
1-800-422-4133
1-800-660-7343
1-800-892-0123
(760) 4.JB-7741
(760) 434-2980
(760) 4.38-2722
PAC/RC BELL
ADELPHIA COMMUN/CA 710NS
CITY OF CARLSBAD(STREETS ,k STORM DRAIN)
CITY or CARLSBAD(SEWER,WATER ,k RECLAIMED WATER)
34. PERMIT COMPLIANCE REOIJIR£/J£NTS.·
A. FOR CONTROLLED GRADING-TH£ APPLICANT HIRES A CIVIL £NC/NEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO C/J.f" TECHNICAL ADVfCE,
OBSERVE AND CONTROL THE WORK IN PROGRESS /15.16.120 A.8/
CARLSBAD MUNICIPAL CODE
8. PRIOR TO FINAL APPROVAL OF A GRADING PfRIJIT-THE FOLLOIIING
REPORTS M/JST BE SUBMITTED TO TH£ CITY ENGINEER VIA THE
PROJECT INSPECTOR /15. 16.120 A.10/ CARLSBAD MUNICIPAL COD£-
{!} FINAL REPORT BY SUPERVfSING GRADING ENGINEER STA 71NG ALL
GRADING IS COMPLETE. All EROSION CONTROL, SI.OPE PLAN71NC
AND /RR/CA 710N ARE INSTALLED IN CONFORMANCE WITH CITY
COD£ AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENC/NEERING DEPARTMEN!).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, WHICH INC/UD[S
RECOMMENDED SOIL BEARING CAPACITIES, A STA TEM£NT AS TO
THE EXPANSIJ.f" QUALITY OF TH£ SOIL, AND SUMMARIES OF
RELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY TH£ SOILS ENGINEER THAT TH£
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
R[COMMENDA 710NS Ollll.lNED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT MT/I AS-BUILT GEOLOGIC PLAN, IF R£0UIR£D BY TH£
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (I)
TEAR AFTER THE CITY ENC/NEER's APPROVAL, THESE PLANS MAY BE REOIJIRED
TO BE RESUBMITTED FOR PLANCH[CK PLANCH[CK FEES ltfll BE REQUIRED FOR
ANY SUCH RECHECK.
36. TH£ SOILS REPORT 717l.ED INTERIM REPORT OF CEDTECHNICAL /Nlt[":j_TG_A_Tl_~_t;_A(AVERA H£1CHTS
VILLAGES W-X-Y. TAMARACK AND COLLEGE BOULEVARD, CARLSBAD, CALIFORNIA DA TED MAY 15,
1990 PREPARED BY 50//THERN CALIFRNIA SOIL & TES71NC, INC. AND UPDATE OF CEO TECHNICAL
REPORT. DILAWA HILLS. VILLA CE 'W'. CITY OF CARSLBAD. CALIFORNIA DA TED OCT. 22 1999
PREPARED BY CEO.SOILS, INC. SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL
GRADING SHALL 8£ DONE IN ACCORDANCE MTH TH£ R£COMMENDA 710NS AND SPECIF/CA 710NS
CONTAINED IN SAID SOILS REPORTS.
ENC/NEEB NOTES
I. ~E>Vl~IDN Of THE::'.':>b r1..1.~I-;;, t-1L'>Y ('je;, 11'.f:QUl~E;:;D If THE:: Fl".:DrO"':iE:;P 1Mf'~OVE::M!:1NT, ME:;
Nor ?CN';:'fW,:;.TE::17 f"~IOfl:. TOTI-\!::' !7f;"t,[7LINE;:; P.tl-TB OFTHE;: lfvlf'IZ'.OVE::tvJE::i'IT ¼~f:ME:NT
2.1rte: ~)(I-STAN~ t.NC7 t..ocdl.nof,l Of Ujll.,11'( STCLl&TLJl'BSt,.N17 fLICll.,lflf::':> SHOIVN ONTHE:.
CONvflZ,UC.-flON f'l.-AN"" \V~ Of;1A I NE:+' ~y A 5EoAf.~ C>f THE1 AVfl.l t...Ae'>U':: ?-e;cofZ-v';:,. t,. TTISN-r ION
1017t HUfNNIKtNUt
Pl h N NIN G 5ANOIECO.C..0Zltl
[HGfNUIING PHfJl!il)5!111-f500 s u RV [ y INC Fl( i.asausa-u:•
VICINI TY MAP
1VO SCALE"
SOILS ENGINEER'S CEBTIJi1CATE
I, TH£ UNDERSIGNED, A REGISTERED CIVIL ENGINEER OF TH£ STA TE OF CALIFORNIA,
PR/NC/PALLY DOING BUSINESS IN THE RELD OF APPLIED SOILS MECHANICS, HEREBY
C£R71FY THAT A SAMPLING AND Sll.lDY OF THE SOIL CONDITIONS PREVALENT WITHIN
THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN TH£ DATES OF
SEPTEMBER, 1999, AND OCTOBER,/999. TWO COPIES or THE SOILS REPORT COMPILED
FROM THIS Sll.lDY, WITH MY RECOMMENDA 710NS, HAS BEEN SUBMITTED TO TH£ OFFICE
or THE CITY ENGINEER.
EXP/RA l/ON DA TE.· -~/z...-+/2~J~l-;-~=t?~f'~--t /
O'JYNEB'S CERTIFICATE
I (Hf) HEREBY CER71FY THAT A REGISTERED SOILS ENGINEER OR
CEOIOGIST HAS BEEN OR WILL 8£ RETAINED TO SUPERVISE Ol.'1:R-ALL
GRADING AC71VITY yo ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE. / _ .7 , /
j/~ / G ((~lfaJ,
DATE
//.:i; . .,3
DATE
PROJECT LOCATION EABTmYORK {)UANT/1'/ES
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NO 168-310-02,
THE CALIFORNIA COO.RD/NA TE INDEX OF THIS PROJECT IS N 2004 £ §1il
CUT' &4', 1,00 C. Y.
RLL: he,, ':>00 C. Y.
EXPORT.· 0 C. Y. IMPORT.· lbOO C. Y.
.
/
I? C<lL-L-E,-P TD Tl-le> r0;01 ~ t:lCl'.":>Te:Ne-1':' of t771-I~ ur1 LI TY F'A?1 t... 1-r IE::!'> oit :;nz.uc.-ruU:5 NoT SOllBCE OF TOPOGRAPHY R£/JEDIAL: o c. Y.
~O\VN ON THE: fl/4N~. THi,, ?ONWXTOf'.. IS ?-eou 1 ?,8P -ro jLl.l".f; PUE:: f'i:".1:':?.LIUTIOflil.~y Ml?il.f,{JU,S TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY NOTE.· THESE QUANT171ES AR£ FOR BONDING PURPOSES ONLY.
TO ~"fBVf jH[;, L.-ITI L-111 ~ ?1-fO\VN Of-I THE: f'L,AN":> ANP AtJy O'[He:.i.-b:ISfl iJ4 pit:! ~Iii f;:S Df?-. SANLO AERIAL SURJ.f"Y5, DATE JANUARY II, 1999 iii A~t7 t71V,,-?iO-"lA THEY DO NOT INCLUDE SHRINKAGE OR EXPANSION OR
~l:'t.JC,-ruiir,,s ~or ~HO,VN' ,t< TOfOtllcAfl-1'( ~ Hf£W at-/faM'7TO ~ATlct-lAL MAf ,liW L"Al\ M(l?Af.',P:',. 'Jt,MftJ~/RADINC QUAN!l71£S. ACll.lAL QUAN71T/ES
3. ,Hte: coN-r~12-.. ,f-lAL-L-Vf:'l<'-1 fY 1H"' La:AftoN of Al-I.-f?"IST1iJti fAvlL-1,1 E::~ (4eove:4uuN1? LEGAL DESCRIPTION
ANP UN~l:!.C<f~Lli-1 P) II.II 1H IN THI:' rizoJ.e?-T !>!Te 5iJ f'/"lvl [?t-lTL-Y AH e,Llt7 Cf "fi-tE'< LOT 2, IN THE CITY OF CARLSBAD, COUNTY /JF SAN DIEGO,
C:C'N0itz.U&f1DN 1V ft'l:!'.-Hlf1Hi:' f,2f:.v'ISIDN:7 of "THI:': t41sret]C,floi--l f'LA.N:':> If 111:> f'OUNP STATE OF CALIFORNIA, PER MAP 14541, FILED IN TH[ THE
"f>-lt-f jl-11? /1?-jl-lAL. l.a:-ATION6 .Aee 11-1 atlfl.-lvf WITH THE:: r~~C7 ~V,?IZ-IL-. OFRCE OF THE COUNTY RECORDER OF SAID COUNTY ON
FEBRUARY 12, 2003.
OECMBATION OF RESPONSIBLE CHARGE
NOTE•!! •
REF. OBA "ff/NCS
39{}-9
J9D-9A
'
,oBK TO BE DONE
TH£ GRADING WORK SHALL CONSIST OF THE CONSTRUC710N OF ALL CUTS AND FILLS,
REM[[}/AL GRADING, DRAINAGE FAC!L/71£5, EROSION CONTROL FACIL/l/£5, AND
PLAN71NC OF PERMANENT LANDSCAPING AND PREP.ARA 710N OF AS-BUil T GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS. ALL AS SHOWN OR REQIJIRED ON !HIS SET
or PLANS AND THE CITY STANDARDS. SPEC/RCA TIONS, REQUIREMENTS, R£SOLU710NS
AND ORDINANCES Cl TED ON THESE PLANS.
THE GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE It/TH THE FOLLOHfNG
DOCUMENTS, CURRENT AT THE 711,fE OF APPROVAL OR AS DIRECTED BY TH£ CITY
ENGINEER.·
' I. CARLSBAD MUNICIPAL CODE
2 CITY OF CARISBAD STANDARDS.
3. THIS SET OF PLANS.
4. PLANNING COMMISSION R£SOi.U71DN NO. 5311, 5312, 5420 DATED NOJ.f"MBER 20, 2002
5. CITY COUNCIL RESOLUllON NO. 2003-184
6. TIIE STANDARD SPEC/RCA 710NS FOR PUBLIC WORKS CONSTf?UC710N (GREEN BOOK).
1. SOUTHERN CALIFORNIA SOIL & TES71NC INC. INTERIM REPORT DATED MAY 15, 1990 AND SOILS REPORT
AND RECOMMENDA710NS BY GEQSO/lS. INC. DATED OCT. 22, 1999 717l.ED UPDATE OF GEQlfCHNICAl REPORT.
CALAmi'A Hill$. VILLAGE Z 2' VILLACF 'W' CITY OF CARSl8AD, CALIFORNIA
8. THE SAN DIEGO REGIONAL STANDARD ORAltTNCS AND AS MAY BE MOD/RED BY THE CITY OF CARLSBAD STANDARDS.
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED NOJ.f"MBER 20, 2002, R£SOI.U710N NO. 5311.
10. STORM WATER POLLUTION PREJ.f"Nl/ON PLAN PREPARED BY CALAJ.f"RA HILLS II DATED AUGUST 2, 2002,
WDID No.9375317511.
T 'J:'lf'P'llm NOT£: OUANTITIFS SHOWN H£R£0N AR£ FOR BONO/NG PURPOSES ONLY.
.1.a:,r.r.1:,1,u ACTUAL OUANTIT/£S MAY VARY.
OFSCRIPTION
SUBDIVISION BOUNDARY.
LOT LINES •
PROPOSED CONTOIIR .
EXIS71NG CONTOUR .
DA '11./GHT LINE •
CUT/ RLL LINE.
EXIS71NG SPOT ELEVA 710N.
PROPOSED SPOT £LEVA !ION
CUT OR RLL SLOPE LINES
PAD ELEVATION
TRAIL (PER J9D-A).
STO. OWG.
SOUND WALL (SEPARATE PERMIT REQUIRED).
RETAINING WALL (SEPARATE PERMIT REOIJIRED).
DIRECTION OF DRAINAGE.
STORM DRAIN (PER 390-9).
GRASS LINED SWALE (DETAIL SHI: 2).
BROW DITCH. .D-75, TYPF tJ'.
O'JYNEB I DEVELOPER " CALA VERA HILLS II, LLC
A CALIFORNIA LIMITED LIABILITY COMPANY
2727 HOOJ.f"R A VENUE
NA 710NAL CITY, CA 9!950
(619) 336-3673
271 O Loker Avenue West
Suite 100
Corlabod, C.olifornin 92008
760-931 -7700
Fmc 760-931-BSBO
Civil Engineerin~
Plannlng
Processing
Surveying
SYMBOL QUANTITY
----110-
, ________ ,10-
_:j/L_ _ ____cj/,___J.--
c 11----r
273.1 PAD
1 m: m::1ii::@;ru:m
CIVIL ENC/NEEB
OVA Y CONSUL TANTS. INC.
1,422 LF
4,487 LF
1,170 Lf
2710 LOKER A 'IENUE WEST. SUITE 100
CARLSBAD, CALIFORNIA 92008
(760) 931-7700
DESIGNED BY: K.H., J.T. DATE: SEPT. 2002
DRAWN BY: SW. BO'D, NC SCALE: K;, SHOWN
PROJECT MGR.· K.H. JOB NO.: 98-1020
ENGINEER OF" WORK: u;t. ..
KEITH W. HANSEN RCE: 160223
I HEREBY DECLARE THAT I AM TIIE ENGINEER or WORK FOR THIS
PRO,J£CT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE
DESIGN OF THE PRO£CT AS DEFINED IN SECTION 6703 OF TH£ BUSINESS
AND PROFESSIONS COD£, AND THAT Tl/£ DESIGN IS CONSISTENT MTH
CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PRO£CT DRAltlNGS AND
SPEC/RCA 710NS BY THE CITY OF CARLSBAD DOES NOT RELIEJ.f" ME,
AS ENGINEER OF WORK, OF MY RESPONSl8/Ll71ES FOR PROJECT DESIGN.
ELECTRONIC DA TA FILES AR[ FOR REFERENCE ONLY
AND AR£ NOT TO 8£ USED FOR HORIZONTAL
OR VERTICAL SURJ.f"Y CONTROL
CITY OF CARLSBAD I SHFFTS I
ENGINEERING DEPARTMENT 1 0 1----+--+---------------i----t----,t---t--, I SH,ET I
~CIWJ.==='ING::::...'.PIANS====FO/i=.====CA==l.A=VDM=.===HlllS:::::~ll=Vlll.A:::==:GE~~=a:'....::::::===;
OVA Y CONSUL TANTS, INC.
2710 LOKER A VE Jtf"ST, SUITE !OD
CARLSBAD, CALIFORNIA 92008
(760) 9/1;:,7700 1/ ~ ;ti,-. •'>•-DATE.·_ 1;(14~
K£1 TH HANSEN
R. C.£ NO. 60223 EXP. 06/30/04
BENCHMARK:
DESCRIPTION: STANDARD M-10 STREET CENTERLINE
Hfl.L MONUl,fENT
LOCATION: CENTERLINE OF EL CAMINO REAL
AT ENGINEER'S STATION 454+92
PER RS 1800-1
RECORD FROM: COUNTY BENCH LEJ.f"IS (NO. COUNTY l,f"RT.
CONTROi DA TA)
ELEVATION: 68.479 DAll.lM. /J.S.C. &: G.S.
I I
TITLE SH££T
NOTES AND LEGEND
APPROVED dt' I~ ., ,,;e?l~ ' , "-If. LLOYD B. HUBBS 1---+-----+-----------------i-----,---;---,----, PE 238~S 12-31-05 CITY ENGINEER
l--:--:-1f-::---+-?'C""C-::--:-::-:-:-:---=---=-------t---i----r-,--, 01/l'L/o<, fGL-1-1 /1\µ~ !:.01,J, .:so-CLJIL..T
DAT£ INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
G. \Jobs\2002\981020\9820WG01.dwg Nov 18, 2003 2: oopm
Xrefs: 9820WG; 9820WVIC
DWN BY: --:--::;c--
DATE INITIAL DATE INITIAL CHKD BY: ($V~
OTHER APPROVAL CITY APPROVAL RVWO BY: .----~
PROJECT NO.
C.T. 01-05
DRAWING NO.
408-4A
1
) ..
011404
--cl
BOTTOM SlllEET
UNDERCUT
SEC. A-A
1,.,,---SETBACK f LINE
/2"
MIN,
l-Li/f
I 12· !
SEC. 8-8
12·
MIN
If
~
I . ,2· I I
'£_!,IIN.
SEC. C-C
TYPICAL LOT .ROUGH GRADING .DETAIL
IJ'
PCC SIDEWALK
NO SCALE
17'
2.5'
AC PA vf:MENT 011:R
APPROVED BASE -
TYPE l;' CURB
& CUTTER
2%
60' ROW
17' /J'
F
0. 5 '-H--
( TYP) PCC SIDEWALK
RICH FJEIJ) DRIVE & MOON FJElJJ DNJVE'
& MEA.DOTY .DRIVE
I
I
tJ'
LI ~""5-• _,_-'-14. 11-· -I
I
17'
,25'
NO SCALE
60' ROW
I
17'
AC PA vf:MENT 011:R
APPROVED BASE
IJ'
F
8' MIN.
VARIES
PER PLAN
:f< SOUNDWALL-~
HEIGHT PER PIAN
TRAIL ESMT
11· 10·
HOA LOT
5.5' '
-1%_
41'
J2'
8" TYPE '8-1'
MEDIAN CURB
\
\
102' ROW
4/'
J2'
122
GENERAL PLAN
OPEN SPACE
ENHANCED MEDIAN
PAVEMENT 1 o· \
! I t,' J I
--SOUND WALL
11'~,:1-, .l.--
...l.%. ~----• __ ,.....i...., -2L __gx ; I
I , I t . vi)-7////7,f!}}/)a,lj-i-;---J _, J "°:.-_ 8 'L'.L½1/,cL~ . ---~ci/ ~ k'.LL-LLl.c~LLL<'.u'./fil 1.5 !---,L---1 ,...-,,.
'-f-----DG TRAIL 0.5' PCC SIDEWALK ____ /,, v---.__ SEE LANDSCAPE 6, TYPE 'G" (TYP)
PLAN FOR DETAILS CURB & GUTTER
-
PL
I
120
HO.A.
OPEN SPACE
-"
--~: o~--•7'?,•----
KEY MAP
SCAlE 1• = 100'
5' MIN
GRASS-LINED SWALE
NO SCALE
LOT LIN£
120
HO.A.
OPEN SPACE
-I I
"' 5' LTYPIC4L BLOG.
MIN..__..,
I
17~ -~ ~ I --23.. -"" (:, \ MIN. ~
l \. ~ ~~
FOOTPRINT
FF=PAD+0.67'
.. ,~ -::.
5'
MIN
___.tt-14% U4X. AT STEEPEST ~I~/ SID£ OF DRIVEWAY
-----'--.L.---'--+----+---'----R.O.W
· • -WALK
NOTE: I) LOTS WILL SURFACE DRAIN
2) TYPICAL LOT DRAINAGE PER GS-15. \._ CURB &-GU!TER s:":,~,'--j -1%_
i :hl1:::::;::r----"71
');\
.1L -2% _1%.
,c, . /
CENTERLINE ELEVATION
SHOWN ON PLAN
* NOTE: WHERE SOUNDWALL HEIGHT EXCEEDS 6' US£ 5' BLOCK WALL WITH
REMAINING HEIGHT TO 8£ CLASS.
TYPICAL FINISH LOT .DRAINAGE .DETAIL
PCC SIDEWALK
--I e-----0. 5
(TYP)
PLAINS WAY
NO SCA!E
~ 'I--
CURB & GUTTER
C~/~T s
2710 Loker Avenue West t.ivil F:ngineering
Suite 100 Planning
Carlsbad, California 92008 Processing
760-931-7700 Surveying
Fax; 760-931-8680
COLLEGE BLVD. {.DWG 390-9)
NO SCALE
"AS-BUILT " SEPr. 2002 DESIGNED BY: K.H. DATE:
~, .. ./ ~"2a,i.. DRAWN BY: ____ffll'D,J!C _ SCALE: s-/2~/4.::
PROJECT MGR., $.(), JOB NO.: 98-1020 I
P.E. 4bGor0 EXP. «t,--e.o-oc, DATE
ENGINEER OF WORK:
Rt 7_ ED. ~r -if:~,"-◄ltir,. ;h&,/,i DATE t,!i-.t
INSPECTOR W. HANSEN RCE: 6 23 DATE
,
BENCHMARK:
DESCRIPTION: STANDARD M-!D ST11E£T CENTERLINE
M:LL MONUMENT
LOCATION: CENTERLINE OF £L CAMINO REAL
AT ENG/N££R's STA 770N 454+92
PER R.S 1800-1
RECORD FROM: COUNTY BENCH L£VCLS {NO. COUNTY 11:RT.
CONTROL DATA)
ELEVATION: 68.479 OATIJM: ii.SC. & G.S.
~1/l'L/<a'., !<.U-'1
DATE INITIAL
ENGINEER OF WORK
NO SCALE
..
h\1.-el..J e..au, "6-o.J1LT
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL Clll" APPROVAL
KEY MAP LEGEND
PROPOSED
·nun, .-S---Scffcn • • • • • •••••••••
ACCESS HOLES • • • • • • • • • • 0
WATER ••••••••••••.•. -W-
FIR£ HYDRANT ASSY • • • • • • • • -
RECLAIMED WATD?. • •••.• _ • .-RW -
STREET LIGHT. • _ .•••• _ • _ fr-
STORM DRAIN • • • • • • • • • • • • = -::Sb:::. = =
DOUBLE STRFET NAM£ SIGN (DSN). • X.
SHEET IN.DEX
DESCRIPTION SH££T NO.
I Till£ SHEET -NOTES ANO LEGEND
P£R 390-9
0
----w--
2
J-6
KEY MAP, SECTIONS, SHEET INDEX 1k DETAILS
GRADING PLANS
7
8-10
NOT£!!
£ROS/ON CONTROL DETAILS
£ROS/ON CONTROL PLANS
ELECTRONIC OA TA FILFS ARE FOR REFERENCE ONLY
ANO ARE NOT TO BE USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROL
I S2ET I CITY OF CARLSBAD I SH1E0S I ENGINEERING DEPARTMENT
GHAOING Pl.4NS FOR CALA Vl"NA HILLS II Vil/AGE 'r.•
KEY MAP, SECTIONS, SHEET INDEX
ANO DETAILS
APPROVEDJ/Y
_... . ~J,V-• ei~ ~A!' LLOYD B, HUBBS 1:,j,•J,'}
Pi: 2388 EXPl'its 12~31~05 CITY ENGINEER DA"rE
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY: =vP C. T. 01-05 408-4A RVWD BY: f!l=
,
'
2710 Loker Avenue West
Suite 100
Corlsbod, Colifornio 92008
760-931-7700
Fell(; 760-931-8680
Civil Engineering
Planning
Processing
Sur,,eyiing
"AS-BUILT '' 4&' .,15-'/J,,J....
f-----------------1 P.E. 4b<'..1D EXP.ot.,/<:>ojf&-.
DESIGNED BY: K.H. DATE: SEPT. 2002
DRAWN BY: BO'(), NC SCALE: . 1 • = 40'
PROJECT MGR.· G.O. JOB NO.: 98-1020
DATE
ENGINEER OF WORK:
--4db~_DATE 12/4/4~
Kffiff' W. fWISEN RCE: 60223
NOTE!!
£L£CTRONIC DATA FILES AR£ FOR R£F£R£NC£ ONLY
AND AR£ NOT TO 8£ USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROL
BENCHMARK:
DESCRIPTION: STANDARD M-10 STR££T CENTERLINE
WELL MONUMENT
LOCATION: CENTERLINE OF £L CAMINO REAL
AT ENCINE£R's STATION 454+92
PER R.S 1800-1
RECORD FROM: COUNTY BENCH L£1-€LS (NO. COUNTY V£RT.
CONTROL DA T,4)
ELEVATION 68.419 OAT/JAi: U.S.C. & GS.
~
oij,z./,z ~ in~ e.o.u' l>.'0-!::ULT
!;,-1.,. 04-~ /1\ ~1!:>V I 5f:, T \i./ OfJ L,Of:S 1:,,.5 i, ~4-
DATE IN;TIAL
r-----~--~ REVISION DESCRIPTION ENGNEER OF WORK
o' 10·
EASEMENTS
11] A PIPELINE £AS£M£NT IN FA W1R OF OC£ANSIO£ MUTUAL WA T£R COMPANY
(ACC/IJIR£0 BY CARLSBAD MUN/C/LPAL WATER DISTRICT} R£COR0£0 JULY II,
1930 IN BOOK 1196, PAGE 142 OF 0££DS.
(I] A 150' ELECTRICITY TRANSMISSION £AS£1r1£NT TO SOC&£ R£COR0£0 JUN£ I,
1953 IN BOOK 4814, PAC£ 143 OF OFFICIAL RECORDS.
[Ij A 20' TREE TRIMM/NC EASEMENT TO SOC&£ R£COR0£0 JUN£ I, 1953 IN BOOK
4814, PAC£ 143 OF OFFICIAL RECORDS.
ll] AN £AS£MENT FOR CABLE TEL£1//SION IN FA W1R OF DANIELS (IF ANY)
CABLE"7SION, INC. RECORDED SEP. 26, 1990 AS FILE No. 90-526046 OF
OFFICIAL RECORDS. TH£ ROUTE OR LOCATION CANNOT 8£ DETERMINED FROM
SAID INSTRUMENT {THIS £ASEM£NT IS BLANKET IN NA TUR£).
[Ij AN £AS£M£NT FOR OPEN SPACE Ol-€R, UPON, ACROSS ANO UNDER LOT 122
PER MAP NO. 14541.
40' ----20' 80'
SCALE: 1" = 40'
I SJET I CITY OF CARI.SHAD I S1EOS I ENGINEERING DEPARTMENT
GRADING PLANS FON CALA VERA HILLS II VILLAGE ~
NORTHERN MOST PORTION
APPROVED dY-
-~--~ 1 • -~ • • • "' ,. LLOYD s. HUBBS ,..w:y-1 -~
PE 23889 EXPIR 12-31-0o CITY ENGINEER DAE
5"/tor,iitL ff/ OWN BY: PROJECT NO. DRAWING NO. DAT£ INITIAL DATE INITIAL CHKD BY: -"V. ;,, C. T. 01-05 408-4A OTHFR APPROVAL CITY APPROVAL RVWD BY: r .,
'J
y
u·,
c-3-::i_:-:--,
·:--IN
~CD
• ,::J) i
... I
100404
C
:E
wG')
a~ -o
C 00
t
VILLAGE X
2710 Loker Avenue West
Suite 100
Carlsbad, Californio 92008
760-93' -7700
Fa){: 760-93'1 -8680
Civil fngineering
Planning
Processing
Surveying
DESIGNED BY: K.H. DATE: SEPT. 2002
DRAWN BY: 80'0. NC SCALE: 1 • • 40"
PROJECT MGR.c G.0~-----JOB NO.: ~8-1020 __
16'
181.6
~►d~~
>-----------------1 P.E. 4e,(.,"10 EXP tX../'!>o/0(.,__ DATE
ENGINEER OF WORK:
~~'1'4'111o.._41,j1,+----D.,,.A~TE:~o,3
KEITH w. IWISEN RCE:'7 ~3
7 /7..' /•~ DATE
DESCRIPTION:
LOCATION:
RECORD FROM:
ELEVATION:
STANDARD M-10 STREET CENTERLINE
/tell MONUMENT
CENTERLINE OF EL CAMINO REAL
AT ENCINEER's STAT/ON 454+92
PER R.S 1800-1
COUNTY BENCH LE~LS (NO. COUNTY ~Rr
CONTROL DATA)
68.419 DATUM: U.S.C. & G.S.
\'
'
\ i\
o· 10· 40' -----20· 80'
SCALE: 1" : 40'
EASEMENTS
[ZJ A PIPELINE EAS£!,(['NT IN FA 11'.!'i' OF OCEANS/OE AIUTIJAL WATER COMPANY
(ACQUIRED BY CARLSBAD MUNICILPAL WATER DISTRICT} RECORDED JULY II,
1930 IN BOOK 1196, PAC£ 142 OF DEEDS.
@ A 150' ELECTRICITY TRANSMISSION EASEMENT TO SDGJ:E RECORDED JUN£ I,
1953 IN BOOK 481t PACE 143 OF OfflCIAL RECORDS.
QJ A 20' TR££ TRIMM/NC EASEMENT TO SDC&E RECORDED JUNE I, 1953 IN BOOK
4814, PAC£ 143 OF OfflCIAL RECORDS.
11] AN EASEMENT FOR CABl£ Ttl.EVISION IN FA 11'.!'i' OF DANIELS (IF ANY}
CABLEVISION, INC. RECORDED SEP. 26, 1990 AS flLE No. 90-526046 OF
OFflCIAL RECORDS. TH£ ROUT£ OR LOCA l/ON CANNOT 8£ DETERMINED FROM
SAID INSTRUMENT (/HIS EASEMENT IS BLANKET IN NATURE).
(I] AN EASEMENT FOR OPEN SPACE O~R, UPON, ACROSS AND UNDER LOT 122
PER MAP NO. 14541.
0 AN EASOIENT FOR PI/Bl/C ROAD PURPOSES DEDICATED PER MAP 14541.
[z] AN EASEMENT FOR PEDESTRIAN TRAIL PER CT 01-05 flNAL MAP.
~ CITY OF CARISBAD I SHEETS I 1----1----+-----------------t-----!---+---+----t ~ ENGINEERING DEPARTMENT 1 0
1----1----+-----------------t-----1---+---+----t
GRADING PLANS FOH CAlA JlliVA HlllS U VILLAGE ~
SOUTHERN PORTION
P.PPROVED8Y
PE 23889
LLOYD B. HUBBS t¥~•1
CITY ENGINEER lJAI _
DATE INITIAL
ENGINl:.c:R Of WORK REVISION DESCRIPTION
[)ATE INITIAi. DATE INITIAL
OTHER APPROVAL CITY APPROVAL
PROJECT NO.
C. T. 01-05
DRAWING NO.
408-4A
<(
I n
C
fl-u ~ cc m
cc 6::" V_;..f-
/ if) 8 ~i cO
c;-~
--;F, er-,
L
.~~'f
. C .._ ______________________________________________________________________________________ _,.,,,x
011404
)
,,.
275.10
V!'LLAGE X
266
LOT i
c,r, 00~02
"AS-BUILT " ~ A DESIGNED BY: K.H. DATE: SEPI'. 2002 ~ 0/ u~:-") DRAWN BY: BO'D, N!:_ SCALE: 1" = 40' J::::/),, t:.. ~
, PROJECT MGR.: G.O. JOB NO.: 98-1020 .:t,, ~ CJ, __ _
--C~O~N~S~U~L~T--c-lN'-c-cT=-=sc---f----------------1 P.E. "\e,(,'10 EXP. tx,('•:,o/ot., DATE
2710 Loker Avenue West
Suite 100
Carlsbad, California 92008
760-931-7700
Fax: 760-931-8680
Civil Engineering
Planning
Processing
Surveying
ENGINEER Of WORL/ µ rJf---• ~ DATE/z,MLZJ
KtlTH W. HANSEN RCE: 60223
' '
DlSCRIPTION:
LOCATION:
RECORD FROM:
ELEVATION:
I
STANDARD /.f-10 STREET CEN /'ERLINE
WELL MONUMENT
CENTERLINE OF EL CAMINO REAL
AT ENGINEER's STATION 454+92
PER R.S 1800-1
COUNTY BENCH LEVELS (NO COUNTY VERl
CONTROL DA TA)
68419 DATUM: 1/.S.C. & G.S.
\ . { . . I • I 'lf l I ·, ( · · J • l i ,"' I I ·~ . Q ....., ' /. I ::J
~r, 4 --1--/i.l 11 j
j l/
' . I : I I ) ' "' \ . /
I • / II ~ I, \
I \ '?. / , I .. :1 /
o</1~/= itLn 11\ 1,..1,ew e...ou. i,..o-e...J11...T
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
I
I
(
I
I
I
I 10&.n· /
X
I
I I
I
I
/ I
I I I
·-·, ·(1,_
: • ' i .
)
I I
'/! :_ '
"/, ( o· 10· 40' -----20· 80'
I I
I I
I
-~ ~L~~t --~ 1e,.»
'l,1£:-~
/-I
--~···-
DATE INITIAL DATE
I '
SCALE: 1" = 40'
·EASEMENTS
ill A PIPELINE EASEMENT IN FAVOR OF OCEANSIDE MUTUAL WATER C{)l,fPANY
(ACOUIREO BY CARLSBAD MUNIC/LPAL WAT£R DISTRICT} RECORDED JULY fl,
1930 IN BOOK 1196, PACE 142 OF DEEDS.
[Ij AN EASEMENT FOR CABLE TELEVISION IN FAVOR OF DANIELS (IF ANY}
CABLEVISION, INC. RECORDED SEP. 26, 1990 AS FILE No. 90-526046 OF
OFFICIAL RECORDS. TH£ ROUT£ OR LOCATION CANNOT 8£ DETERMINED FROM
SAID INSTRUMENT (THIS EASEMENT IS BLANKET IN NATURE).
0 AN EASEMENT FOR OPEN SPACE OVER, UPON, ACROSS ANO UNDER LOT 122
PER MAP NO. 14541.
[fJ AN EASEMENT FOR PUBLIC ROAD PURPOSES OED/CA TEO PER MAP 14541.
0 A TRAIL EASEMENT DEDICATED TO THE PUBLIC PER CT 01-05 FINAL MAP
FENCE
0-15 TYPE 'B'
BROW 0/[CH
r RETAINING WALL
WHERE INOICA TEO
I TOE OF SLOPE
I
I PAO
DETAIL A-A
NTS
NOT£!!
ELECTRONIC DATA FILES AR£ FOR REFERENCE ONLY
ANO AR£ NOT TO 8£ USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROL
I ssu I CITY OF CARLSBAD I SH{os I ENGINEERING D[PARTMENT
CHAO/NG Pt.ANS FOIi CALA VENA HlllS U Vlll.ACE ~
CENTER PORTION
APPROVED8/" ~ ~ ~ --• • • 1-ALL0YD 8. HUBBS /~~...,.]
23889 [XPIRLI!' '.2-Jl-05 CITY lNGINEER --D-E
DWN BY: PROJECT NO. DRAWING NO.
INITIAL CHKD BY:'-'vP
OTHER APPROVAL CITY APPROVAL RVWD BY: °== C. T. 01-05 408-4A
II
011404
NOTE /I
VILLAGE U
LOT 4
c,r, 00-02
ELEC TRON/C DA TA FILES ARE FOR REFERENCE ON/ Y
AND ARE NOT TO BE USEO FOR HORIZONTAL
OR VERl/CAL SURVEY CONTROL
2710 Loker Avenue West
Suite 100
Carlsbad, California 92006
760-931-7700
Fax· 760-931-8680
Civil Engineering
Plonning
Processing
Surveying
ENGINEER OF WORK:
... _· .. eMo-J, -~DBY
I PECTOR
50
223.
1/z,Jet,_
DATE
JS 22
01:.SCRIPTION:
LOCATION:
STANDARD M-10 STREET CENTERLINE
~LL MONUMENT
CENTERLINE OF EL CAMINO REAL
AT ENGINEER'S STATION 454+92
PER R.S 1800-1
36
22,(.,5 < <,r
I
19t),1.3 X ,
\
(l] A PIPEl/NE EASEMENT IN FAI-VR OF OCEANS/OE MUTUAL WATER COMPANY
(ACQIJIRm BY CARLSBAD MUN!Cllf'AL WA /Di' 0/STRICT) RECOROm JULY 11,
1930 IN BOOK 1196, PAGE 142 OF DEEOS.
11] A 150' ELECTRICITY TRANSMISSION EASEMENT TO SOC&£ RECOROEO JUNE I,
1953 IN BOOK 4814, PACE 143 OF OFFICIAL RECORDS.
11] A 20' TR££ TRIMMING EASEMENT TO SIJG&[ RECORDm JUNE I, 1953 IN BOOK
4814, PACE 143 OF OFFICIAL RECORDS.
[±] AN EASEMENT FOR CABLE TELEVISION IN FA 1-VR OF DANIELS (IF ANY}
CABLEVISION, INC. RECIJRD[l) SEP. 26, 1990 AS FILE No. 90-526046 OF
OFFICIAL RECORDS THE ROUTE OR LOCATION CANNOT BE DETERMINED FROM
SA/0 INSTRUMENT (THIS EASEMENT IS BLANKET IN NA TUR£)
@J AN EASEMENT FOR OPEN SPACE 01£1?, UPON, ACROSS ANO UNDER LOT 122
PER MAP NO. 14541.
II] AN EASEMENT FOR PUBLIC ROAO PURPOSES OEOICA TFD PER MAP 14541.
[zJ A TRAIL EASEMENT OED/CA TED TO 71/E PUBLIC PER CT 01-05 FINAL MAP
; '
I
Q' 10' 40' -----20'
SCALE: 1" = 40'
-,..t-=__-___,f-=-~-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-i=--=--=-~---i ~-I--_ -_Tt-___ __"fl:::::::;;;::;-;I ::::;C;;;I;;;TY;;;:::::O;;:;F;;:=:C;::AR:;::;;;LS;:::;;::;;;B;::::;A:;;D~I S::::::HE:::::;ET;:;;:::;-,S I
t--------t---t----------------r---+----1---t------l ENGINEERING DEPARTMEfH 1 0
t--------t---t----------------r---+----1---t------l
G/i,fO/NC Pl.ANS FON r::4LA VERA HILLS II VILLAGE 'W'.·
NORTHERN PORTION
RECORD FROM: COUNTY BENCH LEITTS (NO COLINTY VERr
CONTROL OATA) DATE INlflAL
ELEVATION: 68419 DATUM: U.S.C. & C.S. ENGINEER OF WORK REVISION DESCRIPTION
// J; ~-----------------------------------------------------------------------'~'' fl
C
100404
C ~
c,, G)
a ,1:11,. ..... o
0 00
t
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIREO, CONTACT MARK CARPENTER AT (619) 520-4557
2. EOUIPMENT 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 /$ EMINENT.
3. OEVfCES SHOWN ON PLANS SHAILL NOT BE MOVED OR MODIFIEO WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOF<!.
4. THE CONTRACTOR SHALL RESTORIE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF TiHE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENCJINEER OU£ TO UNCOMPLETEO GRAOING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WIH/CH MAY ARISE.
6. THE CONTRACTOR SHALL BE RES/PONS/BL£ AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS <ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZAROOUS CONDITION.
7. ALL EROSION CONTROL MEASUIRES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
B. GRADED AREAS AROUND THE PROIJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEV/ICES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT ANO OTHER DEBRIS SHALL BE REMOVEO AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULO GERMINATION OF HYOROSEEDED SLOPES FAIL TO PROV/OE EFFECTIVE COVERAGE
B.
C.
D.
E.
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 AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE
INSTALLED AND MAINTAINED AS REQIUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADEO 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRAOED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONOITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 OAYS OF ROUGH GRADING.
b. IDENTIFIED BY IHE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE: ANY SPECIAL CONDITION IDENTIFIED BY THE: CITY ENGINE:ER
THAT WARRANTS IMME:DIATE: TRE:ATME:NT.
HYDROSEE:OE:D ARE:AS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE: GRAOE:D 6: 1 OR STE:E:PER ANO THAT ARE::
a. THREE TO EIGHT FEE:T IN HE:IGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLE:RS/HOSE: BIBS OR A CONVE:NTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVE:RAGE:.
b. GREATE:R THAN 8 FE:E:T IN HEIGHT SHALL BE: WATERE:D BY A CONVE:NTION-
AL SYSTE:M OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. ARE:AS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE: CITY
E:NG/NE:E:R, PRIOR TO HYDROSE:EDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME: TO PROVIDE: IRRIGATION TO THE CITY E:NGINE:E:R. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSEO SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVE:L OF THE SOIL AT THE
OPTIMUM LE:VE:L FOR THE GROWTH OF THE HYDROSEEOED GROWTH.
HYDROSEEDJNG MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEE:D MIX SHALL CONSIST OF NO LE:SS THAN:
a. 20 lbs. PER ACRE: OF ROSE CLOVE:R
b. 20 lbs. PER ACRE: OF ZORRO FE:SCUE:
c. 3 lbs. PER ACRE: OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACH/LLEA MILLEFOL/A
e. 3 lbs. PE:R ACRE: OF ALYSSUM (CARPIT OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
g. ITE:MS c,d,e, AND f OF THIS SUBSE:CTION MAY BE OMJTTE:D ON
LOCATIONS WHE:RE THE ARE:A BE:ING HYDROSE:E:DE:O IS NOT VISIBLE: FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGE:N
FIXING BACTE:RIA AND APPLIED DRY EITHE:R BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
1. ALL SE:E:D MATE:RIALS SHALL BE TRANSPORTE:D TO THE: JOBS/TE IN
UNOPE:NE:O CONTAINERS WITH THE: CALIFORNIA OE:PARTME:NT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SA/0 CONTAINE:RS.
j. NON-PHYTO-TOX/C WE:TTING AGENTS MAY BE ADDE:D TO THE: HYDROSEED
SLURRY AT THE 0/SCRETION OF THE: CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE: RATE: OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYORAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW JS USED IT MUST BE
ANCHOREO TO THE SLOPE: BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE: STRAW INTO THE: SOIL.
J. FERTILIZE:R CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
ARE:AS TO BE: HYDROSE:E:OED SHALL BE: PRE:PARE:D PRIOR TO HYDROSE:EDING BY:
1. ROUGHENING THE: SURFACE TO BE: PLANTE:D 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 BRE:AK UP USING ITEMS a OR b ABOVE:.
2. CONDITION/NG THE SOILS SO THAT IT JS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE: A DAMP BUT NOT
SATURATE:D SE:E:D BED.
b. THE ADOIT/ON OF SOIL AME:NDME:NTS, PH ADJUSTME:NT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE: MAINTAINED TO PROVIDE: A VIGOROUS GROWTH UNTIL
THE PROJECT IS PE:RMANE:NTL Y LANDSCAPED OR, FOR ARE:AS WHE:RE: HYDROSE:EDING IS
THE: PERMANE:NT LANOSCAP/NG, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RE:LEASED.
E:XJSTING GROUND
I
50'MIN.
PUBLIC RIGHT-
OF-WA Y
30'MIN. _
T .EW1
j~fff ~d~~fE: RA1[s l
P/ROVIDE APPROPRIATE: TRANSITION I
BIETWffN STABILIZE:D CONSTRUCTION _j
EINTRANCE AND PUBLIC RIGHT-OF-WAY
FE:NCEIBARRIER TO RE:STRJCT 'f TRAFFIC TO THE CONSTRUCTION E:NTRANCE
STABIIJZED CONSTRUCTION ENTRANCE
PER CAIIFQRINA STORltfWAJFR BMP QWG n:-1
1 ' '
FLOW \~,
w0r1m-111-n n~l;i IWTII -'--'-111-1 1--111----'--'-j 1--111__1 : ''' '' ,,, ----'
~U,,;IJ~~lll~\I l,,,I I l,c;;I '----4" VE:RTICAL FACE
EMBfllD/NG DETAIL
ANGLE: FIRST STAKE TOWARD
PREVIOUSLY LAID BALE ---.... ~{j
',f' =----
FLOW----% '.s:, j WI/RE OR NYLON ~ '!~ . BOIJJND BALES
. -PLACED ON THE -= CONTOUR' --=-2 RE-BARS.STEEL PICKETS.OR --= --2"X 2" STAKES 1 1/2' TO
2' IN GROUND
ANCHORING DfJA/L
" DRAINAGE: AREA LESS THAN 1 ACRE:
STRAW BALE DIKE
1. SIT POSTS AND EX CAVA TE A
4 BY 4 IN (10 BY 10 CM)
TRE:NCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
2. STAPLE WIRE FE:NCING TO
Ti-fE POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
E:XCAVATE:D SOIL.
FILTER FABRIC-
SILT FENCE
9 IN (23 CM) EARTl-fEN RIDGE
FILL SLOPE _ t::J _J11:.:'1111"ncHL 11~11 TTl m=m-"111 111 111 m_r
::n~ ;ui;;;u,, 1'1111 i'cfl~mrnm n~111~n1~111 11m111m1JJmL~m 1-1rrem11 1= 1-11/:=/il :111::111:Jll::Jll::-111=: I::; I =II!= 11=111=111=111=1 1=111=11 = ,, l;~ll[~lil~ 1·--111--111---111----111----11 ---1,
MIN.
2 FT
(0.6 M)
UNIJNED SW ALE &: BERM
GRAVEL FILTER
r_ ------•
Ru No FF · , Ju,, 1 c:.i 1'---1 1 1,=111 rn==rr 11
WATER wrrH ' =;illccill=lU 111;--W=J 1= .,
SE:DIME:NT -=11111ui 1,1~m 1111111 1 111 1, &
71 ____ ffi_ -11 '1
SEDIMENT
WIRE SCREEN
FILTERE:D WATER
---
~ DROP INLET
WITl-f GRATE
'-----coNCRETE BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
--
-
-·-·-----
OROP INLET
· WITH GRATE
' I• '
lll,h~~""',~"'l-½jfl"4µ, ---,,_v
STRAW BALES ,,-
STAKED WITl-f TWO
STAKES PE:R BALE
COMPACTED SOIL
TO PREVE:NT PIPING
END AND SIDE
OVERLAP AT
CORNE:RS
STAKED
STRAW BALE
HAY BALE SILT BARRIER
FLOW
GRAVEL BAGS OVERLAP ONTO CURB
-RUNOFF
GAP BETWEE:N BAGS
ACTS AS SPILLWAY
'-.. ~ (0.9 M) MIN.
THRE:E: LAYE:RS OF GRAVE:L BAGS
WI TH ENDS OVERLAPPED
GRAVEL BAGS
4"-6" LOGS -
24"
0
0 r __ j_
18"
I
LOG CHECK DAM
A
POINTS A SHOULD BE HIGHER THAN POINT B
HAY BALE CHECK DAM
6 IN (15 CM)
24 IN (61 CM)
(A)
j
COARSE AGGRf~=ATE t
FLOW --24 IN (61 CM)
0 I
..__ ..__ ..__
VER TICA/ SPACING
VARIES BETW[EN
8' TO JO'
NOT£-INS TALL FIBER
ROLL AL ONG A LEVEL
CONTOUR
NOTE !,I
(B)
L=DISTANCE SUCH Ti-fAT POINTS
A AND B ARE OF EOUAL ELEVATION
GRAVEL CHECK DAM
..__ ...._ ...._ ...._ ...__
4'MAX
/2" MIN
FIBER ROLL
4" MIN.
11---J/4\J/4"WOOOS~KES
MAX 4' SPACING
-SEE OETAll ABOvE
FIBER ROLL
ELECTRONIC OJA TA FILES ARE FOR REFERENCE ONl Y
ANO ARE MOT TO BE USED FOR HORIZONTAL
OR l'IERTICAL SURVEY CONTROL
LEGEND
DESCRIPTION
STABILIZED CONSTRUCTION ENTRANCE
STRAW BALE DIKE
SILT FENCE
UNLINED SWALE & BERM
D-75 LINED SWALE
BLOCK-SCREEN-GRAVEL SILT BASIN
HAY BALE SILT BARRIER
LIMITS OF CLEARING & GRADING
GRAVEL BAGS
PUNCHED STRAW
LOG CHECK DAM
HAY BALE CHECK DAM
GRAVEL CHECK DAM
RIPRAP
HYDROSEED
FIBER ROLLS
SYMBOL
-----
QUANTITY
2 EA
3420 EA
115,130 SF
8,260 LF
DESIGNED BY: K.H .• J.T. DATE: SEPT. 2002
DRAWN BY: SW, BO'D, NC SCALE: >S SHOWN
2710 Loker Avenue West
Suite 100
Corlsbod, California 92008
760-931-7700
Fox: 760-931-8680
/~-
PROJECT MGR.~: _,,K.,,_,H~. __ JOB NO.: 98-1020 __
Civil Englneering
Planning
Processing
Surve)'ing
ENGINEER OF WORK:
14#1◄-◄ KEfrH W. HANSEi(
"AS BUILT"
~-,J~/). .. t;_
RCE -ibl,10
REVl[WED BY:
DATE tz/4/4,
RCE: 60223
DATE
I SH7EET j CITY OF CARLSBAD j SHFETS j ~------------f----f----+---+----l ENGINEERING DEPARTIAENT 10 t---+---+----------------+------+--l----1-----l
£ROSIOH CONTHO/. PLANS FON 00A VE"HA HILLS H I'll.I.AGE 'W'.•
TITLE SHEET
0\ 'I-jot., l"-L-1-'1
LLOYD 8. HUBBS l-3k• /,,rJ
CITY ENGINEER LlM't
l>AfE INITIAL nATE PROJECT NO. DRAWING NO.
::NGIN[[R OF WORK OTHFR APPROVAL CITY APPROVAL C.T. 01-05 408-4A
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2710 Loker Avenue We~t
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Corlsbod, California 92008
760-931-7700
Fm:: 760--931-8680
Civil Engineering
Planning
Processing
Surveying
ENGINEER OF WORK:
A{i!(j/,.~-KEflH W. HANSEN --..
REVIEWED BY:
. 16'
181.6
EXP. Ol.,/";>ajo&
21
1987
DATE
7#l/,/,
DATE
O[SCRIPTION:
LOCATION:
RECORD FROM:
ELEVATION:
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STANOARO M-10 STREET CENTERLINE
HFll MONUMENT
CENTERLINE OF El CAMINO REAL
AT ENG/NEER's Sli'.TION 454+92
PER RS 7800-1
COUNTY BENCH LEVELS (NO. COUNTY VERT.
CONTROi. DATA}
68419 DATUM: USC. & C.S.
a· 10· 40' -----20' 80'
SCAL£: 1" z 40'
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I SBET I
NOT[ !l
ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY
ANO ARE NOT TO BE USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROL
CITY OF CARLSBAD I SH{os l
ENGINEERING DEPARTMENT
EROSION CONTTKJI. PLANS flJR CILA VERA HILLS H Vlll.AC£ 'W':
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I SH9EET I CITY OF CARLSBAD I SHEETS I
I------1----------1---------------+--l--+-----t------i [NG I NEERING DEPARTMENT 1 Q
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Carlsbad, California 92008
760-931-7700
Fax: 760-931-8680
Civil Engineering
Planning
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84
225.1
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1------+-------1--------------+---+------+---+----1 L_lQ_J ENGINEERING DEPARTM[NT 1 Q
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"AS-BUILT "
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1---------------1 P.E. -4bv10 EXP.=/~o/ol,
DESIGNED BY: ~K-=H.__ DATE:
DRAWN BY: BO'D. NC SCALE: 1' • 40'
PROJECT MGR.· G.0. JOB NO.: 98-1020
SEPT. 2002
DATE
KEITH W. HANSEN RCE:
I ,
BENCHMARK:
DESCRIPTION:
LOCATION:
STANDARD M-10 STREET CENiFRl!NF
~LL MONUMENT
CENTERLINE OF EL CAMINO REAL
AT ENG/NEER's STATION 454+92
PER R.S /8()0-1
RECORD FROM: C(HJNTY BENCH LEVELS (NO. C/JUNTY VERT.
CONTROL OA TA)
ELEVATION: 68.419 DATUM: U.SC. & C.S
ol tL
DATE INITIAL
ENGINEER OF WORK
EROSION CONTROL PLANS FOH CALAW-HA HILLS H Vlll.AGE 'W'.-
NORTHERN PORTION
LLOYD 8. HUBBS ~~J
CITY ~NGINEER DA
REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
PROJECT NO.
C. T. 01-05
rlRAWING NO.
408-4A
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