HomeMy WebLinkAboutDWG 426-2A; DC 04-01; KELLY RANCH PRESCHOOL CENTER; 01-05GRADING NOTES, GRADING NOTES (cont.) CARLSBAD TRACT NO. 97 16 A
(IN ADDITION TO THE: R£QUIR£M£NTS OF CHAPT£R 15.16 OF TH£
CARLSBAD MUNICIPAL CODE:.)
1. THIS PLAN SUPERS£DES ALL OTHER PLANS PREVIOUSLY APPROV£[) BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT lESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LJS7FJ) HEREON AS THEY MAY
PfRTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT REUEVE THE DEVELOPER OR ENGINEER-OF-
WORK ffiOM RESPONSIB/UTY FOR 7HE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL 8£ PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER HILL BE REQUIRED FOR ANY
WORK IN THE PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICA T£ OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON 7HE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF 11,000,000.00 FOR EACH OCCURR/;NCE OF UAB/UTY. THE INSURANCE
COMPANY vmlTING 7H£ POI.ICY MUST HA\£ A RATING OF "A" ANO A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY 'BESTS' KEY RA 71NG GUIDE.
5. UNLESS EXEMP7FJ) BY S£CTION J01.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE or PUBLIC RIGHT OF WAY REQUIRE SEPARA T£
PERMITS ffiOM 71-IE BUILDING DEPARTMENT.
6. NO WORK SHALL COMMENCE UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM 71/E
Cl TY AND OTHER APPROPRIA T£ AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUlHORIZE ANY
WORK OR GRADING 1V BE PERFORMED UN711.. THE PROPERTY OKIVER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS IIILL BE MADE TO THESE PLANS IIITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIA T£ SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL ORA KINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY Tl-/£ CITY ENGINEER.
10. THI=: ORIGINAL DRAMNG SHALL BE: REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE or Tl-IE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER t=:MERGENCY VEHICLES SHALL 8£ MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. 'MIER£ TRENCHES ARE 11171-/IN CITY EASEMENTS, A SOILS REPORT COMPRIS£0
OF: (A) SUMMARY SHEET, i\~~ LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES. SHALL 8£ SUBMI BY A PROFESSIONAL ENGINEER OF ti-/£ STAT£ OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN Tl-/£ FIELD or APPLJ£D SOILS
MECHANICS. Tl-IE SOILS REPORT WILL BE SUBMITTED 1V THE CITY ENGINEERING
INSPECTOR IIITHIN TWO (2) WORKING DA rs OF )Hf=: COMPLE:TION or FIEI..D TESTS.
13. A SOILS COMPACTION Rf.PORT AND COMPUANCE VER/FICA TION REGARDING
AOHERl=:NCE 1V RECOMMENOA TIONS OUTUNED IN THE SOILS REPORT IS Rt=:QIJIRED
PRIOR 1V THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONI=: UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF 11-/E
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD or APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE 111TH THE CITY or CARLSBAD STANDARD SPEC/FICA TIONS ANO Tl-IE
" EARTHWORK SPEC/FICA 710NS • A TTAC/-IEO TO Tl-IE PREl/MINARY SOILS
INVES11GA710N. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED ro THE
PROJf:CT INSPECTOR.
29. THE OWNER/APPLICANT SHALL INSURE 1HAT ALL CONTRACTORS SHALL COORDINATE Tl-/£ WORK or
71-IESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA 710N PLANS AND THE
IMPROVEMl=:NT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. STORM DRAIN PIPE SHALL Bl=: REINFORCED CONCRETE PIPE 111TH A MINIMUM D-LOAD or 1,350 OR ASBESTOS CEMENT PIPE 111TH A MINIMUM 0-LOAO
OF 2,000. FOR PRIVATE STORM DRAINS. PIPl=:S UP TO 15" PVC MAY BE: U71LIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED W/11-/
J/4' ROCK PER SDRSD S-4 TYPE •c• AND PIPE Mt=:ETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPI=:.
JI. WHERI=: AN EXISTING PIPE UN£ IS TO BE ABANDONl=:D AS A RESULT or THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF
BUILDING OR STREET AREAS ANO REPLACED WITH PROPtRLY COMPACTED SOILS. IN OTHER AREAS. THE PIPE IIILL BE PLUGGED 111TH CONCRETE OR
REMOVED AS APPROVED BY THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCA710N OF ALL EXIS71NG FACIUT/t=:S (ABO\£ GROUND AND UNDER GROUND) 1117HIN THE PROJECT SIT£ sumCJENll.Y
AHEAD OF GRADING TO PERMIT THE RE'IISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTTJAL LOCATIONS ARE IN CONFLICT WITH THI=: PROPOSED WORK.
33. THE CONTRACTOR SHALL NOTIFY AFF£C7FJ) U71UTY COMPANIES (SEE BELOW) AT Lt=:AST TWO (2) FULL WORKING DA rs PRIOR 10 STARTING GRADING Nt=:AR THEIR
FACILITIES AND SHALL COORDINA T£ THE WORK WIT/-1 A COMPANY Rt=:PRESENTA 71'1£
UNDERGROUND SERVICE ALERT 1-800-422-4133 CITY or CARLSBAD (STREE:TS & STORM DRAIN)
SDG&E 1-800-660-734.J CITY OF CARLSBAD (SEll!'R,WA1ER & RECLAIMED WATER)
PACIFIC Bt=:LL 1-800-422-4133 LEUCADIA WAST£ WAlrn DISTRICT
ADEi.PH/A CA8l£ COMMUNICA710NS (760) 438-7741 OL/14:NHAIN MUNICIPAL WATER DISTRICT
COX COMMUN/CA TIO/IS (760} 8fJ6-9809
34. PERMIT COMPLIANCE REQUIREMENTS:
(760) 4J4-2981
(760) 438-2722
(760) 753-0155
(760) 753-6466
A. FOR CONTROLLED GRADING-THE APPLJCANT HIRES A CIVIL ENGINEER, SOILS ENGINEER. AND/OR GEOLOGIST TO GIVE TECHNICAL ADV/Ct=:, OBSER\4: AND
CONTROL THE WORK IN PROGRESS {15.16.120A.8.} CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOIIING REPORTS MUST BE SUBMITTED 1V THE CITY ENGINEER VIA 71-1£ PROJECT INSPECTOR
{15.16.120A10j CARLSBAD MUNICIPAL COD£:
(1) FINAL REPORT BY SUPERVISING GRADING £NG/NEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLAN71NG ANO /RR/GA TION
ARE INSTALLED IN CONFORMANCE 111TH CITY CODE ANO THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY £NGIN£t=:R DEPARTMENT).
(2) AS-BUil T GRADING PLAN.
(3) REPORT FROM THE SOILS ENG/Nt=:ER, 'Ml/CH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES. A STATEMENT AS TO Tl-/£ EXPANSJVI=: QUALITY OF THE
SOIL. ANO SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUOI=: A STA T£M£NT BY THE SOILS ENGINEER THAT THE GRADING
WAS DONE IN ACCOROANCI=: W/11-/ THE REQUIREMENTS AND RECOMMENDA 710NS OUll./NED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMl=:NTS TI-IERE10.
(4) REPORT 11111-1 AS-BUILT GEOLOGIC PLAN. IF REQUIRED BY THE CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED 11171-/IN ONE (1) tcAR AFTER 11-/£ CITY ENGINEER'S APPROVAL, 1HESE PLANS MAY BE REQUIRED TO BE
Rt=:SUBMIT7FJ) FOR PLANCHl=:CK. PLANCHl=:CK FEES WILL BE: REQUIRED Fok ANY SUCH RECHECK.
36. Tl-IE SOILS REPORT 7111.ED FINAL REPORT OF TESTING AND OBSERVA 7/0N SERVICES DURING SITE GRADING, KELLY CORE; CT 97-16A ARCHSTONE PADS (LOTS NOS.161
THROUGH 170) CARLSBAD, CALIFORNIA PREPARED BY GEOCON INCORPORATED, DA 7fJ) JANUARY 17, 200J; THE SOILS REPORT 71TLED SUPPLl=:MENTAL GEOTECHNICAL
INVESTIGATION ANO SLOPE STABILITY ANALYSES, KELLY CORE; CT 97-16A LOTS 161 THROUGH 163 CARLSBAD, CALIFORNIA DATED FEBRUARY 20, 2003; KELLY RANCH
PRESCHOOL, 5146 HEMINGWAY DR/\£ CARLSBAD, CALIFORNIA PREUMINARY D£SIGN PARAMETERS PREPARE:D BY GEOCON INCORPORA 7FJ), DA TED SEPTEMBER 29, 2004;
KELLY RANCH PRESCHOOi., 5146 HEMINGWAY DRIVE CARLSBAD, CALIFORNIA, PLAN REV/Elf, PREPARED BY GEOCON INCORPORATED, DATED AUGUST JO, 2004; UPDATE
G£0T£CHNICAL REPORT KELLY RANCH PRESCHOOL CARLSBAD, CALIFORNIA, PREPARE:D BY GEOCON INCORPORATED, DA 7fJ) DECEMBER 10, 2004.
ALL GRADING SHALL BE DONE IN ACCORDANCE 111TH THE R£COMMENDA 710NS AND SPEC/FICA 710NS CONTAINED IN SAID SOILS REPORT.
'DECLARA 710N OF RESPONSIBLE CHARGE'
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER TH£ DESIGN OF THE PROJECT AS DEFINED IN
SEC710N 6703 OF THE BUSINE:SS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRl=:NT STANDARDS.
I UNDl:RSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPE:CIF1CA710NS BY THE
CITY OF CARLSBAD IS CONFINEDTO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS
ENGINEER OF WORK, OF MY R£SPONSl8L/71ES FOR PROJECT DESIGN.
CITY OF OCEANSIDE
di
SPECIAL NOTES
KELLY RANCH
DAYCARE CENTER
THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO 11-/1=: CONTRACTOR BY THE ENGINEER
OF WORK. THE CITY ENGINEERS SIGNA TURI=: ON THESE PLANS DOES NOT CONST/WT£ APPROVAL OF
ANY OF THESE NOTES AND THE CITY IIILL NOT BE RESPONSIBLE FOR THEIR t=:NFORCEMENT.
1. THE LOCATION or EXISTING UT/UT/ES ARI=: BASED ON AVAILABLE RECORD /NFORMA TION. CONTRACTOR
SHALL VERIFY TH£ LOCATION AND £Lt=:VA 710N OF ALL EXIS71NG FACILITIES (AB0\4:GROUND AND
UNDERGROUND) 'MTHIN Tl-It=: PROJECT SITE. THIS WORK SHALL BE PERFORMED SUFFICIENTLY AHEAO
OF CONSTRUCTION TO P£RMIT CITY APPROVAL REVISIONS TO THE CONSTRUC710N PLANS IF ACTTJAL
LOCATIONS ARE FOUND TO 8£ IN CONFUCT 111TH THE PROPOS£0 WORK. CONTRACTOR SHALL NOTIFY
ENGINEER or WORK OF ANY CONFUCTS OR ANY OTHl:R UT/UT/ES ENCOUNTERED PRIOR TO PROCEEDING
111TH CONSTRUCTION.
2. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES 1V PROTECT THE U711..JTY LINES SHOWN AND
ANY OTHER LINES NOT or Rt=:CORD OR NOT SHOWN ON THESE PLANS. ANY PAVEMENT OR OTHER
EXIS71NG SURFACE IMPROVEMENTS DAMAGED BY CONTRACTOR SHALL BE REPLACED AS REQUIRED BY
THE CITY OF CARLSBAD ENGINEERING DEPARTMENT.
SAFETY PRl=:CAU710NS AND ADEQUA T£ BARRICADING TO 8£ IN FORCE BY THE CONTRACTOR AT ALL
3· TIMES. NEITHER THI=: OWNER NOR Tl-It=: ENGINEER OF WORK lllLL ENFORCI=: SAFETY MEASURES OR
REGULA 7/0NS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING SHORING, 4NO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING 1V ALL LOCAL, STAT£
ANO FEDERAL SAFETY AND HEALT/-1 STANDARDS, LAW.S ANO REGULA710NS.
ALL Lt=:NG7HS AND DISTANCES FOR IMPROVEMENTS SHOWN ON 11-/ESE PLANS AR£ MEASURED IN A
4• HORIZONTAL PLANE.
5. Tl-IE DISPOSAL OF ANY ASBESTOS Ct=:MENT PIPE SHALL BE IN COl,/PL/ANCI=: 111TH ALL CURRENT LOCAL.
STAT£ AND FEDERAL REGULATIONS.
Tl-IE WORK TO BE DONI=: S£CTION ON THIS SHEET LISTS THE STANDARD SPECIFICATIONS AND DRAIIINGS
6• USED DURING THE IMPROVEMENT PLAN / GRADING PLAN DESIGN. THl=:SE PLANS HA VE BEEN PRl=:PARED
IN ACCOROANCI: 111TH Tl-It=: CURRENT EDITIONS or THE STANDARD SPECIF/CA 1/0NS AND DRAWINGS IN
EFFECT ON Tl-It=: DA TE OF THE SIGNA TURI=: BY Tl-It=: t=:NGINEER OF IW?K.
AIR OUALnY NOTES
1. All GRADING SHALL BE DONE IN COl,IPUANC£ HITH SDAPCI) AND CARS
STANDARDS ANO RE:Ql.!IRB,(£NlS AND DUST CONll?Ol STANDARDS IN Till£ 24
OF THE CAllfO/?NfA AOM/NISTRA l/ON COO£.
2. WA l£RING OF TH£ GRADING SIT£ SHALL TAK£ Pl.AC£ BEFORE AND DI/RING
CRAOINJ) OPERA llONS TO MINJUIZE DUST GENERA T/ON. A WA 7ER TRI/CK SHALL
BE R£QlllREJ) TO BE ON SIT£ AT All 11M£S TO lH£ SATISFACTION OF THE
CITY £NfJIN££R.
CONS7RUCTION PRIORITY: MEDIUM
WORK TO BE DONE:
THE GRADING WORK SHALL CONSIST OF Tl-IE CONSTRUC710N or ALL CUTS AND FILLS,
DRAINAGE FACILITIES. EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT
LANDSCAPING ANO PREPARA 1/0N or AS-BUILT GRADING PLANS. ALL AS SHOWN OR
REQUIRED ON THIS SET or PLANS AND THE CITY STANDARDS. Sl't=:CIFICA 7/0NS,
REQUIRl:Ml:NTS, RESOLU1/0NS AND ORDINANCES CITED ON THl=:SE PLANS.
Tl-/£ GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRl=:NT AT THE TIME or CONSTRUCTION, AS D/Rt=:CTED BY Tl-/£ CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. RESOI.U710N NO. 4960, 4961, 4962, 4963, 4964, 4965, 4966, 4967, 4968 ANO 4969 DA7FJ) JUNE 12, 2001.
5. THI=: STANDARD SPl=:CIFICA TIONS FOR PUBUC WORKS CONSTRUCRON (GREEN BOOK)
6. SOILS REPORTS AND RECOMMENOA110NS BY GEOCON INC., DATED 1/17/03 AND 2/20/03 AND ADOENDUMS
DA7FJ) 8/J0/04 AND 9/29/04 ANO UPDATED REPORT DATED 12/10/04.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIW BY THE
CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS (CDP 97-4J)
RESOLUTION NO. 4965 DA7FJ) 6-12-01.
9. ENVIRONMENTAL APPROVAL DOCUMENTS, Nt=:GA 71VE Dt=:CLARA TIDN DA TED 5/02/2001.
10. THE CARLSBAD MUNICIPAL WATER DISTRICrs STANDARDS AND SPECIACA TIONS
FOR WATER, SEM:R AND RECLA/MEO WATER.
II. THE STORM WATER POLLU710N PREVENTION PLAN (S'M'PP) PREPARED BY PROJECT 01:SIGN CONSULTANTS
DATED MAY 3, 2001 ANO AMENDED MAY 1, 2003. Kl/ID # 9 375311466
12. STORM WA1ER MANAGEMl=:NT PLAN (SIIMP) PREPARED BY PROJEC1DESIGN CONSULTANTS, DATED MAY 2004.
13. THE CALJFORNIA STORM WATER QUALITY ASSOCIATION (CASQA), STORM WA1ER BEST MANAGEMENT PRAC71CE,
CONSTRUCTION HANDBOOK ANO STAT£ OF CALIFORNIA, DEPT. OF TRANSPORTATION, CONSTRUCT/ON SIT£
BEST MANAGEMENT PRACTICES (BMP) MANUAL.
LEGEN[): ITEM STANDARD DRAWING SYMBOL
PROJECT BOUNDARY
EXISTING CONTOUR ----------"-----i'O-::::::;:;
EX. SLOPE-----------_· -VTt MAXV
t=:X. 3' TYPE '8' BROW DITCH---0-75 --<=:;, <=:;, c:::;>
EX. STORM DRAIN--------PER DIK.. 377-J------=
EX. TYPE 'f' CATCH BASIN---PER DIIG. 377-3--"'=,:;J@j_ =
EX. TYPE 'A-4' CLEANOUT----PER owe. 377-J--:::=..i§},, .... = c--= EX. TYPE '8-1' CURB INLET---PER DWG. 377-3--l?J
H. A PRFCONSTRUC110N MFE11NG SHAii BE Hf/ Q AT 11:1£ SJTF PRIOR ro THE 8fG/NNING Of WORK ANQ SHAii BE AUfNQfD BY All RFPRFS[NTAUYES
RESPONSIBLI=: FOR CONS7RW11QN./NSPEJ:710N, SUPl=:RVISION. TESTING ANj)Al.L, OTHER ASfECTS Of THE .~!DH'F: C(Jf{TRACTOR SHALL REQUEST A PRECONS7RUCTION
MEETING BY CALLING TH£ INSP£CTIDN UNE AT (760) 438-3891 AT Lt=:AST FIVE (5)
WORKING DA rs PRIOR TO STARTING CONSTRUCTION. TH£ CONTRACTOR HILL THEN
FIRM: PROJECT DESIGN CONSULTANTS
ADDR£SS: _ _;_70::.:1_8=--,S:..:.TR:.:;ff=-:.T.,._, .:::S=.:Ulc.:.;TE::...::8c:.O.:::.O _____ _ LEGAL DESCRIPTION
QUANTITY UNIT
EX RETAINING WALl----------=~
EX. B"SEWER-----------S-·--
•s• WATER MAIN ----------W-W-
8£ CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DAT£ ANO TIME
FOR THE PRECONSTRUCTION MEETING. APPR0\4:D ORA WINGS MUST BE A VA/LABLE PRIOR
1V SCHEDULING. TH£ GRADING PERMIT HILL 8£ PROVIDED BY 71/E PROJf:CT INSPECTOR
AT THE MEETING.
15. All (NSfEC11QN f?EOIJESTS Q1HER 1HAN FDR PRFCQNS11'111C11QN MEEUNG Jtlll Bf rt£5 'J1~'Vw"fm1lf%E[!l{gzrggJggffZ?Js'f-;f Wf&,Wfi ,tf§8'ifEfJ 2f': P,ir
ON THE DAY BEFORE Tl-IE INSPECTION IS NEEQED. INSPEC710NS IIILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST 071/ERWISE. REQUESTS MADI=: AFTER
2:00 P.M. 1111.L BE SCHEDULED FDR Tlt!J (2) FULL WORK DAlS LATER.
16. Tl-IE O'MIER AND/OR APPUCANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY OEWCES, INCLUDING
SHORING, ANO SHALL 8£ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STA TE AND FEDERAL SAFETY AND HEAL Tl-I STANDARDS. LA!+S ANO REGULA 7/0NS.
17. THE CONTRACTOR SHALL CONFORM 1V LABOR CODE SEC710N 6705 BY SUBMlmNG
A DETAIL PLAN TO Tl-IE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOIIING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROT£C710N FROM Tl-IE HAZARD OF CAVING GROUND OUR/NG THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLA 1/0N
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5, OR
MORE IN DEPT/-/ AND APPROVED BY TH£ CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO £XCA VA 710N. IF Tl{F PLAN \MRi£$ fRQIJ 1Hf Sft08/NC $!'.'ilD( ~1°c41Si fJ/lJ!li?tEff'ff8rcJ!l Jr5,I!jjf7JfAJAirr emi& H'ffl
REGISIDIED tNG!Nffil AT 711£ CONTRACTORS EXPFNSE. A COPY or TH£ OSHA
EXCAVA 7/0N PERMIT MUST 8£ SUBMITTED 1V THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL 8£ PERFORMED UN71L A VAUO BLAS71NG PERMIT HAS BEEN
OBTAINED FROM THE CITY or CARLSBAD. SUBMIT APPUCA TION FOR BLAS71NG
PERMIT M:LL IN ADVANCE OF TH£ SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARI=: DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERA 710NS IIILL CEASE IMMEDIATELY, AND THE
PERM/TT££ IIILL NOTIFY Tl-IE CITY ENGINEER. OPERA 7/0NS ll!LL NOT RESTART
UNTIL 7HE PERM/TT££ HAS RECEIVED WRITTEN AU7HORITY FROM THE CITY
t=:NG/NEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON Tl-IE SITE OR ADJACENT 1H£/lt=:TO, INCL/JD/NG
WARMING UP, R£PAIR, ARRIVAL, DEPARTTJRE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY 011-/ER ASSOC/A 7fJ)
GRADING EQUIPMENT SHALL BE L/M/1[/) ro THE PERIOD BETWEEN 7:00 A.M. ANO
. SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDtJC7FJ) ON WEEKENDS OR HOUDA YS. ( A LIST or CITY
HOLIDA rs IS AVAILABLE AT THI=: t=:NGINEERING DEPARTMENT COUNTER.)
21. ".':l'.a¥'d~~~HO~ !:::f,¥."~ a-"~ CITY ENGINEER FOR AP l'S PRIOR TO B
22. IMPORT I.IA TERIAL SHALL BE OBTAINED FROM, AND WASTE MA lrn/AL SHALL BE
DEPOSITED AT, A SIT£ APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBl11S OR DAMAGE: OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESUl T Of Tl-IE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONl Y WITHIN THE AREA 1V BE GRADED. NO TREES ARE ro 8£ REMOV£[) UNLl=:SS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED 7l) DRAIN. GRADING Rt=:SUL 71NG IN THE PONDING or
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA 14: A
MINIMUM ON/: PERCENT SLOPE.
25. 71-/ESI=: PLANS ARI=: SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL Bl=: AS SHOWN AND AS APPROVED BY
Tl-IE CITY t=:NGINl=:ER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMl=:O TO A FINISH GRAD/: TO PRODUCE A UNIFORM
SURFACE AND CROSS SEC710N. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REM0\£0
AND DISPOSED OF AT A SIT£ APPROVED OF BY THI=: CITY t=:NGINEER.
27. ALL SLOPES SHALL 8£ /RR/GA TEO, STABILIZED, PLAN7FJ) AND/OR HYDROSEEDED
IIITHIN TEN (10) DAl'S OF THE 711.1£ 'MIEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE -APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
11-/IS PROJf:CT, ORA WING Na 377-JL. AND/OR AS DIRECTED BY THE CITY
t=:NGINE:ER OR PLANNING DIREC1VR.
T· \r,,,,-,,-\?7_\fi\rlnt;r'<'lrn .<slle\Plnns\Gradino\2736i.;rd_01.dw,:; 4/19/2005 3:35:59 PM PDT
CITY. STAT£: SAN DIEGO, CALIFORNIA
T£L£PHONE:: (619) 235-6471
¾ ,&iA DATE: _ _,.'fi_~-=Z._·.:::O....c'?,_' __ _
BY: REGORY M. SHIELDS
R.C.£. N0. _ _;4c::2;:_95::.,;1 ___________ _
RE:GISTRA 710N EXP/RA 710N DA T£:.....co:s"'--;.,3e,.:.1_-o::.:6,:___ ___ _ dl"'.,_ M. 3,1<~ ~ ~
No. 42951
Exp. o~-=-1-00
C/V\I..
SOILS ENGINEER'S CER17RCA TE
I, SHANE RODACKER, A REGISTERED CIVIL ENGINEER OF THI=: STA TE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD or APPLIED SOIL MECHANICS. HEREBY CONFIRM THAT A SAMPLING ANO STTJDY OF
Tl-IE SOIL CONDITIONS PREVALENT IIITHIN THIS SIT£ WAS MADE PRIOR TO SITE GRADING AND THAT
CDMPAC710N T£S71NG ANO GEOLOGICAL/GEO TECHNICAL OBSERVATION SERVICES HA VE B£EJI PERFORMED
DURING SITE GRADING. TKO (2) COMPLl=:T£ COPIES OF Tl-IE SOILS REPORT COMPILED FROM THIS STTJDY,
11171-/ MY RECOMMENDATIONS. HAS BEEN SUBMITTED TO Tl-/£ OFFICE or THE CITY ENGINEER.
UPDATE GEO TECHNICAL REPORT, KELLY RANCH PRESCHOOL, CARLSBAD, CALIFORNIA, PREPARED BY
GEOCON INC., DA 7fJ) DECEMBER 10, 2004.
-SIGNED: :=l!,,,115.'!5 12!1.!:,l!:Z l:~'.'."::K~~=----
R.C.£ NO.: b~Z-~ I
DATE: 4-:. Z-5 . fl,',
LICENSE EXPIRATION DAT£: k · H . {>b
OWNER'S CERT/RCA TE:
I (M:) HEREBY CER71FY 71/AT A Rt=:GISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL 8£
R£TAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY ANO ADVISE ON THI=: COMPAC110N AND
STABILITY OF THIS SIT£. ~ ;.,f,.J
~-,Q,f+.iV .
NAME:YRANCH HOLDING, LLC
PHYL!,IS REED, MANAGER
DAT£
CITY OF VISTA
VICINITY MAP
NOT TO SCALE
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY PIIOTOGRAMMETRY
=--=_M£7f/ODS FROM INFORMA710N GATHERED ON --,oc=TOB"'ER-=-25-=---'-'----
19 96 BY SAN-LO AERIAL SURVt=:rs
TOPOGRAPHY SHOWN HEREON CONFORMS TO NA 710NAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCA 7fJ) IIITHIN ASSESSORS PARCEL NUI.IBER(S)
208-180-01, 19 THROUGH 35 AND 208-181-01, 02, J9, 40, 41
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 1999601.440 E 6241132.537 -----------
·BENCHMARK
DESCRIPTION: J" BRASS DISK STAMPED LS 4J24 IN SID CENTERLINE 111':LL MONUMENT
LOT 162 OF CARLSBAD TRACT 97-16(A) KELLY RANCH CORE PER
MAP 14340, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO,
STAT£ OF CALIFORNIA, ACCORDING TO MAP 71-/ERl=:OF, FILED IN THE
OFFICE OF Tl-IE COUNTY Rt=:CORDER OF SAN DIEGO COUNTY.
APN: 208-184-05
DEVELOPER
NAME: KELLY RANCH HOLDING, 11.C
ADDRESS: 9811 W. CHARLESTON BLIRJ. /2-372
LAS \£GAS. NV 89117
SITE ADDRESS
5146 HEMINGWAY DRIVE
CARt.SBAD, CALIFORNIA
EARTHWORK OUANTTTES
• A -CUT: 300 ·z.u CY
ALL: 500 CY
IMPORT: zoo CY
£XPORT: CY
REMED/AL:c..; __ _,0'------CY
NOT£: THE ABOVE QUANTITIES ARE FOR BONDING
PURPOSES ONLY AND SHOULD NOT BE USED
FOR ANAL PAY QUANTITIES.
REFERENCE DRAWINGS:
CITY OF CARLSBAD -CANNON ROAD -JJJ-2G
EVANS PT. -335-7, J35-7A
VILLAGE' E -36.3-3, JA, 38 & JC
KEU. Y RANCH CORE: IMPROVEMENTS -377-3
KEU. Y RANCH CORE: GRADING -377-3A
BUil.DiNG PLAN NO. 044127
PRIVATE CONTRACT
260
350
z
221
7..t,7
112
40
LF
£A
LF
LF
LF
LF
LF
EA
EA
EA
LF
ABER ROLLS
GRAVl:L BAGS
SILTffNCE ---------
4• PVC DRAIN (PRIVATE)--------
6" PVC DRAIN (PRIVATE}-----... ----
8" PVC DRAIN (PRIVATE}---------
12' PVC DRAIN (PRIVATE)--------
6' AREA DRAIN (PRIVATE)--------
12"xl2' CATCH BASIN (PRIVATE)--"BROOKS" TYPE --
18"x18' CATCH BASIN (PRIVATE)--'BROOKS" TYPE --
PCC BROW DITCH TYPE B ---SDRSD 0-75----
1,,,-.1""'....,SI--. 'ALK UNDERDR N----SDRSD 0-21----
o:• :>OOCXX:>
e e e e
------~----,--·---··--··--·-·~---,~----
-~~~~~~~.,--~......,-----""-~':..":_"".'.:,r;:.-.s EA ' SEWER LATERAL ,PRIVATE;---CMKO S7----121 ~-~ LF 5• TYPE 'G' PCC CURB (PRIVATE)-.-SDRSO G-2---
SF' PCC OR!Vt=:WAY -----SDRSO G-14 ---
LF RETAINING WALL ------PER SEPARATE: PERMIT-
LF t=:XIST. RETAINING WALL DEMOI..ITION ------
LF EXIST. STORM DRAIN REMOVAL -------
• 2• WATER METER & BACKFl.OW DEVICE{PRl.)-C4/W 11'-4 AND 1¥-20-
• 4• FIRE BACKFLOW DEVICE(PRIVATE)--CMW 1¥-22 ----
-
----·-· -------
~
-~
~LANNING DEPARTMENT APPROVAL "AS BUILT" ~ 21u oA TE: s-/ /0 /as
(SIGNED) .9-&_ A f\ -S--1<,-07
--~dc:,,,.,t...,,iJ-H:,..,,+--PLANNING DIRECTOR <::..J I I DATE
~IA~ DATE:Of:/10 ~ ~~4~2-::::4~$=1 ;__~EX::::P·.=3·::':::::11=•08==---
(SIGNED)
RECOMMENDED BY: c::br;'5ra!...-We:io±roo..o
PRINT NAME
s,/z~lo2 DATE
LOCA 7/0N: EL CAMINO R£AL @ APPROX STA. 443+00
RECORDED: R.O.S. 13868 Rt=:CORDED AT THE COUNTY OF SAN DIEGO
l---l----l------------1--+--+---+----I I SHE,ET I CITY OF CARLSBAD I SHESETS I
ENGINEERING DEPARTMENT
~PR=ECl=SE=-=G=RA=o=1N=G=&=E=R=o=S1=0N=c=ON=TR=OL=P::LA=N=S;:::::FOR;:::::.:==; ELEVATION: ·44.80 FEET DATUM: M.S.L. DATTJM 1929
PROJECT DESIGN CONSULTANTS
Planning ! Landscape Architecture ! Environmental I Engineering I Survey
701 B Street, Suite 800
San Diego, CA92101
619.235.6471 Tel
619.234.0349 Fmc
DA TE INITIAL
ENGINEER Of WORK
KELLY RANCH
PRESCHOOL CENTER: C 9 -6A •
EXPIRES 12-31-05
:::-c:c-:=:=!1 -:-~"7:~--:-!fr¾~if~J~ ~==t=~ll ~~~ APPROVED: LLO)'t) HUBijS J! Y .:,;tl"1:rf .
REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL g:r,BJ~:
OTHER APPROVAL CITY APPROVAL RVWD BY:
PROJECT NO.
"'OC! t1~ -o I
DRAWING NO.
426-2A
CMKD 99-505
.120205
1052705 .
C ~
(i) ....
9. ,:.
I\.)
(Tl °" I
I\.)
)>
N
R/W
10'
4.5'
2:1
~';,:,
4• P.C. C, SIDEWAlK
KEY MAP
SCALE: 1 » = 40'
KEY MAP LEGEND
0 0
PROJECT BOUNDARY
SILT FENCE
c•:,ooc,c,:,:,:.:, GRA vfL BAGS
==== FIBER ROLL
PER CASQA STANDARDS
SEE GENERAL NOTES SHEET 1, NOTE 14
60'
JO' JO'
20' 20·
,.
6" TYPE •o• CURB-~
& GUTTER EXISTING
R/W
10'
5.5' 4.5'
HEMINGWAY DRIVE (SHOWN FOR REFERENCE ONLY}
BENCHMARK
TYPICAL SEC71ON
NO SCALE
DESCRIP110N: 3• BRASS fJISK STAMPED LS 4324 IN STD CENTERUNE K!:LL MONUMENT
LOCATION: EL CAMINO REAL O APPROX. STA. 443+00
RECORDED: R.O.S. 13868 RECORDED AT 1HE COUNTY OF SAN DIEGO
£/.EVA 710N: 44.80 FEET DA 7UM: M.S.L. DA TUM 1929
r: \Engr\2736\daycare site \Plans \Grading\2736grrL02.dwg 4/f9/2005 1: 26: 15 PM PDT
'#
No. 42951
Exp.03-31-0
C/VI\.
EROSION CONTROL NOTES:
1. IN CASE EMERGENCY WORK IS REWIRED, CONTACT JIM URBINA AT (760) 715-7712
(CELLULAR) OR KRISTINE ZORTMAN Of LENNAR HOMES AT (760) 918-7765.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHAU. BE MADE AVAILABLE AT
ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SI/ALL
BE STOCKPILED ON SITE AT CON'lfNIENT LOCA110/IS TO FACIUTATE RAPID
CONS11/UC710N OF 7EMPO!IARY DtV/CES KI-/EN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SI/ALL NOT BE MOI/EO OR MOO/RED ~THOUT THE
APPROVAL OF THE ENGINEERING INSPECTOR.
4.
5.
6.
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL D£VICES TO WORKING
ORDER,TO THE SATISFACTION OF Tl/£ CITY ENGINEER AF!ffi EACH !/UN-<JFF
PRODUCING RAINFALL.
THE CONTRACTOR SHALL INSTALL AOOl110IIAL EROSION CONlROL MEASURES AS
MAY BE REQUIRE() BY 11-/E CITY ENG/Nm? DUE TO UNWAPI.ETED GRADING
OPERA 710NS OR UNFORESEEN CIRCUMSTANCES 11,fflCH MAY ARISE.
71-1£ CONTRACTOR SHALL BE RESPO/vS/BLE AND SHALL TAKE NECESSARY
PR£CAU110NS ro PREVENT PUBIJC TRESPASS ONTO AREAS llf/ERE IMPOUNDED
WAJmS CREATE A HAZARDOUS CONDITION.
7. ALL EROSION CONTROL ME:ASIJRES PROVIDED PER THE APPROW GRADING
PLAN SHALL BE INCORPORA TEI) HEREON.
8. GRADED AREAS AROUND TH£ PFIOJECT PERIMETER MUST DRAIN AWAY FROM 1HE
FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVAB/£ PROTECTIVE D£1!1C£S SHOWN 51-/ALL 8£ IN PLACE AT THE £ND
OF EACH WORKING DAY WHEN TH£ RV£ (5) DAY RAIN PROBAB/UTY FOIIECAST
EXCW FOR1Y P£RCENT (40%). SILT AND OTHER DEBRIS SHAil 8£ REMOI/EO
AF!ffi EACH RAINFALL
10. AU. GRAVEL BAGS SHALL 8£ BIJIIJ.AP TYPE 111111 J/4 INCH MINIMUM AGGREGATE.
11. SHOULD GERMINA710N OF HWROSWJ£0 SI.OPES FAIL TO PROl!10£ EFF£C11VE
CO\iffiAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEM8£R 15, iHE
SLOPES SHALL 8£ STABILIZED BY PUNCHED Sll?AW /NSTA/1.ED IN ACCORDANCE
WITH Sf.CT/ON 35.023 OF 1H£ EROSION AND SEDIMENT CON11?0l. HANDBOo;: OF
THE ()£PARiMENT OF CONSER\IA TION, STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTINQ AND IRRIGATION NOTES:
ALL PERMANENT AND TEMPORARY £ROS/()/,/ CONmot. PLANTING AND
IRRIGATION SHALL BE INSTAI..L£{) AND MA/NTAl/l/£D AS REQIJIR£D IN
SECTION 212 OF Tl/£ STANDARD SPECIF/CA 110/IS AND THE FOlLOKfNG:
A. HYDf/OSf.£1)/N(; SHALL Elf: APPU£D TO:
I. ALL SI.OPES Tl/AT /IR£ GRMBJ 6: 1 (HORIZONTAL TO VERTICAL) ,
OR STEEPER WHEN THEY ARE:
a. THREE FEET OR M<RE IN HEIGHT ANO AOJACENT TO A PUBUC
WALL OR S7REET.
b. ALL SLOPES 4 FEET OIi MORE IN HEIGHT.
2. AREAS GRAD£() Fl.A TT£R THAN 6: 1 WHEN ANY OF 7H£
FOLLOl'i!NG CONDITIONS EXIST: o. NOT SCHEOULED FOR IMPROVEMENTS(CONSTRUCTION OR
GENERAL LANDSCAPING) WITH11if 60 DA l'S OF ROUGH
GRAIJIHG
b. IDEN11F/EfJ BY ii/£ PARKS AND RECREA7ION DIRECTOR AS
IHGHLY \I/SIB/£ TO 711£ PUB/JC.
c. HAVE ANY SPECIAL CCNDITION /OEN11F/ED BY Tl/£ CITY
ENG/NW? 1'/A r WARRANTS IMMEDIATE mEA 'FMENT.
8. HWROS£El)f]) AREAS SliAI.I. BE IIIRIGA TED IN ACCORDANCE W/111
1HE FOLLOWING CRITERIA:
I. ALL SI.OPES iHA T ARE GRADED 6: I OR S1£EPER AND 71/AT ARE:
o. THREE TO EIGHT FEIT IN HEIGHT SHALL BE l/1RIGA TEO BY HAND
WA 7ERING FROM QUICK COUPLERS A/OS£ BIBS OR A CONVENOONAL
SYSTEM OF LOW PRECJPITA710N sl>RINKLl':R 1-/EAOS PROVIDING
100% CO\iffiAG£
b. GREA T£R THAN 8 FEET IN HEIGHT SHALL BE WA IE11ED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 100,· COVERAGE:
2. AREAS SLOPED LESS THAN 6: I SHALL 8£ /!/RIGA TED AS APPROVED
CITY ENG/NEEi, PRIOR TO H'tD/10S£EO/NG. 11/E f!i::VELOPER SHALL
SUBAI/T A PROPOSED SCHEME TO PROVIDE /RR/GA T/ON TO THE CITY
ENG/NW?. TliE PROPOSAL SHALL BE SPECJF/C REGARDING Tl/£ NUMBERS.
TYPES & COSIS OF Tl-If £1.EMENTS OF THE PROPOSE{) Sl'STFJ./.
3. /RR/GA 7ION SHALL MAINTAIN Tl/£ MOISTURE LEVEL OF THE SOIL AT THE
OP11MIJM LEVEi. FOR TH[ GROW/11 OF TH£ HYDROSEEDED GROWrH.
C. HYDROSEEDING MIX SHALL CONS/Sr OF ALL OF Tl/£ FOLLOWING:
I. SffiJ MIX SHAU. CONSIST OF NO LESS THAN:
a. 2/J lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CAUFORNIA
d. 4 lbs. PER ACRE OF ACHILI.EA Mll1£FOUA
e. 3 lbs. PER ACRE OF Al. l'SSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c.d,e, AND f OF 11//S SUBSEC710N MAY 8£ OMITTED ON
lOCA TIONS WHERE 1HE AREA BEING H'tfJROSEEOED IS NOT VIS/Bl£
FROM ETTI/ER A PUBLIC STREET OR R£S/0£N71AL STRUCTURES.
h. ITEM o OF THIS SU8SECTION MUST BE INOCULA 1ED WITH A NITROGEN
RX/NG BACTERIA AND APPUED DRY E/1Hf.R BY DRILLING OR
BROADCASTING Bf.FORE HWROSE£1J/NG.
i. A/1. SEED MA TERIAlS SHALL BE TRANSPORTED ro 11/E JOf3 SITE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CE/11/FICATION TAG ATTACHED ro, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC Wt:T11NG AGENTS MAY 8£ ADDED W 11/E
HYOROSEW SLURRY Ar TH£ DISCRE110N OF 71-1£ CONTRACTOR.
PROJECT DESIGN CONSULTANTS '101 B SUQOt. Su!t!ll 800
&in Dlecw, CA.!12101
819.2S5JM71 T•l
619.234.0'349 Fax
"AS BUil T" Plannfrig I La~scape Arohttecture I Environmantol I Enginoertng I Survoy
ENGIN££R OF WORK
OESl®JJ I'll
~
TEMPORARY EROSION CONTROL
PLANTING ANO IRRIGATION NOTES: (OOMT.)
2. TYPE 1 MULCH APPIJED AT THE RA TE OF NO l.ESS 71/AN 2000 lbs PER
ACRE.TYPE 6 MULCH (STRAW) MAY Bf SUBSTITUTED, ALL OR PART, FOR
1-/Yl)RAIJUCALLY APPJJED FIBER MATERIAL 'MIEN ST/MW IS USED IT MUST
BE ANCHORED TO TH£ SLOPE BY MECJ/AN/CALL Y PUNCJ/ING NO LESS
THAN 50% OF 111£ Si'RAW IN1V 111£ SOil.
J, FERTIUZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE. 16-20-0.
l'tlTH 15% SULFUR APPUED AT THE RAT£ OF 500 lb •• PER ACRE.
D. AREAS TO B£ IIYQ@5ffllf(l SI/All BE PREPARED PRIOR TO H'(1)R()SEE[)ING Bt
1. ROUGHENING Tl/£ SURFACE ro BE PLANTED BY ANY OR A COMB/NATION OF:
a. i'RACK 'IIAJJ(/NG SI.OPES STEEPER 7HAN 6: 1
b. 1/ARROKING AREAS 6: 1 OR Fl.A TTE/1 11-/A T ARE: sumCIENn. Y FTIIAB/.£.
c. RIPPING AREAS THAT ~LL NOT BREAK UP USING ITEMS a OR b ABOVJ:.
2. CONDITIONING 7H£ SOILS SO THAT IT IS SU/TAB/£ FOR PLANTING BY:
o. ADJUS71NG 11-/E SURFACE SO/L MOISTURE TO PROVIDE A DAMP
BUT NOT SA7URA TED SEEi) BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
OR CD\iffi/NG SALINE SO/LS TO PROVIDED VIABLE· CONDITIONS
FOR GROWTH.
£. HIVROSE.£DED AREAS SHALL BE MAINTAINED ro PROVIDE A VIGOROUS GROW/11
UNTIL 1HE PROJECT IS PERMANENn. Y LANDSCAPED OR, FOR AREAS 'M/Ef/£
HYDROSSED/NG IS 'ff/£ PERMANENT LANDSCAPING, UNTIL THE PROJECT IS
COMPLETED AND ALL BONDS RELEASED.
JO'
5' HIGH WROUGHT
IRON FENCE
LANDSCAPED AREA,'\-~d~
R/W .
SECTION A-A
MIN,
J" WALL DRAIN (TYi')
';,,::::'\..-...TYPICAL SEC710N
, n !:,:NO;.,S:;C:_;:AL~£_,.-v-, ___ PROPOSED .ti'
BUILDING 5' HIGH WROUGHT
IRON FENCE
PCC S/W 6" PCC CB. ,._ EX. PR/VAT£
BLDG. / 6" Pee CB. & GIJTTER "' ;,, DRJ\£WA y
NOTE:
EX. SCREEN WAt.L
LANDSCAPED AR£
5' HIGH 'fi'.Ol/1.,//T
IRON ffNc;E PROPOSED BROW
DITCH PER 0-75
TYP£ 'B' @ 0.5% MIN.
RETAINING WALL j~~~=_,.-0.5' MIN.
TURF
SECTION 0-D
TYPICAL SEC710N
NO SCALE
ALL RETAINING WALLS PER SEPARATE PERMIT.
JO' R/W NDSCAPED AREA ~FF==6:2::·8v==r1,..,,===··· ~VAR;;;·;;;IE~l;:;,· ===,=,~ . ~,.. PROPOSED 5• TYPE 'G'
~ -A:;~.. Q EX~'"'\,a ~, UNDERGROUND
PARKING LOT
EX1S11NG AC PAVEMENT cazzzcuJ!c;zzzz:za::JJ . t~
5' HIGH lfl?OUGltr IRON FENCE:
BLDG.
FF=62.8
SECTION B-B
TYPICAL SEC71ON
NO SCALE
I
PROPOSED BROW
l'l:J!::;::---DITCH PER D-75
f.l TYPE 'B' @ 0.5% MIN.
0.5' MIN.
RETAINING WALL
SECTIONC-C
TYPICAL SEC'llON
NO SCALE
SECTIONS AND EROSION CONTROL
PROPOSED BROW TW
DITCH PER D-75
TYPE '8' @ 0.5% MJtl
0,5' MIN.
SECTION E-E
TYPICAL SEC710N
NO SCALE
CMWD 99-505
052705
CONSTRUCllON NOTES:
1. RETAINING WALLS PER SEPARATE PERMIT.
APPROX/MA 1E El EVA TIQNS SHOW FOR
/NFORMA T/ON ONLY.
2. FOR LANDSCAPE AND HARDSCAPE SEE BU/WING
PLAN NO. 044127
3. SEE SHEET 2 FOR ALL TYPICAL SECTIONS.
4. SEE SHEET 4 FOR UTILITIES AND HORIZONTAL
CONTROL.
5. ALL BUILDING ROOF ORA/NS TO CONNECT TO ONSITE
STORM DRAIN AS SHOWN AT 1.0% MINIMUM GRAD£
6. INSTALL 1s·x1a· KATCHALL CATCH BASIN FILTER
MODEL OR iQUIVALENT
7. TOP OF CUR8 ELEVATION IS 0. 5 FT ABOVE EXISTING
EDGE OF PAVEMENT (TYP.)
8. WATER METERS, FIRE SERVICE AND HYDRANT SHOWN i
FOR INFORMATION ONLY. SEE DWG. 426-2.
EXISTING BROW
DITCH (TYP) _.,,.
BENCHMARK
;
DESCRIPTION: 3• BRASS DISK STAMPED LS 4324 IN STD CENTERLINE !!£LL MONUMENT
LOCATION: El. CAMINO REAL @ APPROX. STA. 443+00
RECORDED: R.O.S. 13868 RECORDED AT THE COUNTY OF SAN DIEGO
ELEVATION: 44.80 FEET DATUM: M.S.L. DATUM 1929
I I
I
/
PROJECT DESIGN CONSULTANTS
Planning I Landsaipe Architecture I Environmental I Engineering I Survey
ENGINEER OF WORK
GR£CMY M, SHIEl.OS, R.C.E. 42951
_¼,.t> ~ OA TE REQSTRA TION DESGNED EXPIRES 3/71/(J/Q·
11· l· o.;
I sEE SHEET s FOR ·w,11,~ PROFILE
',
701 3 Sbwt, &.;it& 800
San Diego, CA92101
619.235.6471 Te!
619,234.0349 Fax
I'll SURVEY
RE'.1EW: ~EW:
"AS BUil T"
·,.,
EXiS1JNG BROW
DITCH. (rtf)
:5µ3/01
' DATE
/
I / '-,
·-./.. /
,/',
//
\
\
\.
i
\
\
\
\
\ \
. i
-llllllllililrZ ~
SCALE: 1 • =20'
0 10 20
GRAPHICAL SCALE
\
\
\
I ' I
I
\
I
I
I
I
I
I
I
I
I I
l---t---+--------------1-----t--,---i---;ISHJEETl~_c_1TY __ o_F_c_A_R_Ls_B_A_D __ 1sHE5E~1 ~ ENGINEERING DEPARTMENT
10 '27 V5 AU
DA TE INITIAL
N GI NEER OF WORK
REPLACES SHEET 3 ORIG/NALLY SIGNED 5 12 05
REVISE PCC DITCH, REMOVE DRAIN, WALL C.
REVISE HARDSCAPE, LANDSCAPE & DRAINAGE
REVISE PARK/NC S.D. CONNECTION Sm? LATERAL
REl.OCA TE WAU AT HEMINGWAY DR/VT:
REMOVE PARKING GARAGE, REVISE PARKING ABOVE,
REMOVT: WALLS D & F, REVISE WALLS B &-C
REVISION DESCRIPTION
JI
DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
PRECISE GRADING & EROSION CONTROL PLANS FOR:
KELLY RANCH
DAYCARE CENTER
CT 97-1 A
APPROVED: GLENN PRlJIM '!"
OWN BY:--:,.....-;::-
CHKD .BY: C-,1/P
RVWD BY:
PROJECT NO.
DC. Olf-01
EXPIRES 09-30-07
-,,:,5
DRAWING NO.
426-2A
120205
5
8
9
1
STORM DRAIN DA TA
N05'05'25 -----27.58 6" PVC @ 1.25%
N29i755 W -----54.81 4" PVC @ 1.82%
N/619'15 W -·----27.75 4 PVC @ 7.21%
' 2'05"E -----1 . 45 4." PVC Ill 20.0%
N86'49'36"E
.a> 4" PVC@/ ~1/.
9.00 6 PVC @ 1.25%
50.14 6" PVC P @ 1.25%
8.51
CURB DATA
6" PVC P @ 1,45 •
6 PVC@ /,1°0
• NCC?. <" t.o•.
12 PVC P @ 11.75% •
NO, !)§LI~ Of? f3~~ R_t,011}._ fJ f.!Nff!!{ft) ••..•. BE¥/2f?I<§. ____ .,
1 N38'05'17 'E -----6.79 6" TYPE G CURB • 1
2 35•51•so· s 3.12 •
J 22'26'34" JO 11.75 •
4 18'23'50 14 4.50 •
SEWER DATA
/!Q• DELTA_ OR f!R_G., ADIU ft LENGTH(ft ~, REMARKS .0 , •••• .._
1 NJ7'46'07"E -----26.22 6" PVC SWff1."AURAL @ 2.0% ~.
'-(]) N52'37'11"E -----63.26 6" PVC SKR LATERAL @ 5.8% ,,.1~
-~-"'-" ,-~-• ., _,. ~~ _, _,..._ _ _, ·~,/'• ..... , • .,,__ __ ,. _.,.. _,. _., _ _,.,.,_,.__., • /.._/,_, ../• _, __ _..,. ,../ ~ _, ~·' , .. ,-•, __ , ,j ,_.,, _.,. •• .J,,,.,..".,,1,J ,
CQNSTRUC1ION NOTES:
(D B' WATER MAIN PER IMPROVEMENT PLAN D~
® EXISllNG a· SEWER. SE£ CONNECnON NOTE.
NO. 426-2
Q) BACKFLOW PROTECllON FOR WATER AND FIRE SERVICES
PER CITY OF CARLSBAD STANDARDS. SEE DWG. 426-2.
(j) TRENCH Rf.SURFACING PER SDRSD G-24
5 NJ7'46'07'E -----19.96 5• TYPE G CB &: GUT.
(6 :~
N52i3'53 W 7
8
9
10
11
12
13
15
16
fl
25
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24.35
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39.26
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N52'1J'5J W -----54.00
NJT46'07"£ -----17.50
N52i3'5J'W -----15.10
NJT46'07"E -----24.00
90'00'00' 3 4.71
N3T46'07"£ -----17.00
90'00'00" 1.5 2.36
N52iJ'5J'W -----2.00
N52i3'53"W -----2.11
857423 1.5 2.23
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(•)_ PER BUILDING PERMIT.
6" TYPE G CB &: GUT.
6" TYPE G CURB
TIIANSf/1/JII fROI,/ 6' TO 4" CB.
6" TYPE G CURB
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BENCHMARK
DESCRIPTION: J" BRASS DISK STAMPEO LS 4324 IN STD CENTERLINE lt>!:LL MONUMENT
LOCATION: £L CAMINO Rf.AL O APPROX. STA. 443+00
Rf.CORO£D: R.O.S. 13668 RECORDED AT THE COUNTY OF SAN DIEGO
ELEVATION: 44.80 FEET DA TUM: M.S.L. DA TUM 1929
1
4+oo
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PROJECT DESIGN CONSULTANTS
Piannirig I Landscape Architecture ! EflVironmental l EnglneBl'ff'lg ! Survey
ENGINEER OF WORK
GREGOOY M. , R.C.E. 42951
~~ 0£5KlNED ev,
701 S Stree-t, Suite 800
Sen Diego. CAS2101
618.235.6471 Tel
619.234.0349 Fax
PM
Rru£\?.
SUR'IEY
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"AS BUil T"
~ t;,11g .. 7
,_ DATE
EXP. ~/!J 1 &8 . '
10 '27 05 AU
DA TE INITIAL
NGINEER OF WORK
/?£PLACES SHEET 4 ORIG/NALLY SIGNED 5 12 05
REMOVE DR/AN
R£VISE DRAINAGE, DA TA TABLE
REVISE PARKING S.D. CONNECTION, Sl\1? LATERAL
RELOCATE WALL AT Hf.MINGWA Y DRIVE
REMOVE PARKING GARAGE REVISE PARKING ABOVE
REMOVE WALLS D & F REVISE WALLS B & C
REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
PRECISE GRADING &: EROSION CONTROL PLANS FOR:
KELLY RANCH
DAYCARE CENTER
CT 97-
OWN BY:---
CHKD BY:~
RVWD BY:
PROJECT NO.
t>C. o4-0l
EXPIRES 09-30-07
II 17,(,_""' :5 I TE
DRAWING NO.
426-2A
i I
\
36.47' 56.59'
15.40' 10.48' 15.22' I 52.38' 10.85'
Lil
NOTE:
ALL WALL INFORMATION SHOWN IS APPROX/MA TE ONLY,
AND IS SUBJECT TO CHANGE BASED ON FIELD CONDITIONS
AND WALL/FOOTING DESIGN BY STRUCTURAL ENGINEER.
ELEVATIONS SHOWN ARE BASED ON EXISTING TOPO AND
B"x16" BLOCKS WITH NO EXTENDED FOOTINGS FROM FACE
OF WALL, WITH 7' TO DAYLIGHT FROM BOTTOM OF FOOTING
TO FACE OF SLOPE.
INFORMATION SHOWN IS FOR EST/MA TING PURPOSE ONLY.
.?fJ.
65 --
WALL PROFILES
BENCHMARK
DESCR/PnON: J" BRASS DISK STAMPED LS 4324 IN STD CENTERLINE K£LL MONUMENT
LOCA nON: EL CAMINO REAL @ APPROX. STA. 443+00
RECORDED: R.O.S. 13868 RECORDED AT THE COUNTY OF SAN DIEGO • ..
ELEVA nON: 44.80 FEET DA TUM: M.S.L. DA TUM 1929
PROJECT DESIGN CONSULTANTS
Planning ! Landscape Architecture I Environrnentat l Engineering I Survey
ENGINEER OF WORK
GREGORY M. SHfEI.OS, R.C.E. 42951
~N.:)....
701 8 Strfft,. Suit& 800
San D$90, CA 92101
619.235.6471 Te!
619.234.0348Fax
PM
REV!E.W:
SURVEY
RE'vl!:'*-
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70
_ ...... 65
60
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38.00'
r OF SL~ ~ FACE OF WALL
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,____,__,_ __________ __, _ _, ______ ,sH5EETl~_c_1TY __ o_F_c_A_R_L_s_s_A_o~lsHE5E~I
_ ENGINEERING DEPARTMENT
PRECISE GRADING & EROSION CONTROL PLANS FOR:
i------:;-,. A-:-::S-:B::-U-:--IL-:=;T";-----!---1----1----------1---+--+-----+----I KELL y RANCH
f-'10"-'/'2=7/=105=+--=AU'--t'"/1~\R=EP=tA=CE=S~SH=£=E~T ~5 =OR=/Gl=N=:4L=LY~Sl=G=NE=D:,C54=/l1=2/l~V5-"--ll----r---t---+---t CT 97 161,AID)A YCARE CENTER
REVISE WALL ELEVA nONS ANO WALL TYPE _ ~ foi t Ip· •'1 REVISE TOP OF WALL ADD WALL TYPE
0
/. DATE RELOCATE WALL AT HEMINGWAY DRIVE APPROVED: GLENN PRUIM.4' •
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RE~D 80. I¾..: :s:l.t:S!tJJ DATE INITIAL REMOVE WALLS D &: F, REVISE WALLS 8 &: C
~OR --, DATE :NGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DA TE INITIAL g:D 8~Y: GYf:
OTHER APPROVAL CITY APPROVAL RVWD BY:
PROJECT NO.
OG-Ott-OJ·
EXPIRES 09-30-07
11.atr' It
DRAWING NO.
426-2A
120205