HomeMy WebLinkAboutDWG 435-3A; CT 05-07; BRESSI RANCH LOT 40; 01-08..., ,, .
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GRADING NOTES
{IN ADDITION TO THE R£QUi,'?EMENTS OF CHAPTER 15.16 OF TH£
CARLSBAD MUNICIPAL COD£.)
1. THIS Pl.AN SIJP£RSEO£S All OTHER PLANS PRE'vlOIJS/.Y APPRO't£0 BY TH£ CITY
OF CARLSBAD REGARDING GRADING SHO'ltN ON THIS SET OF PLANS.
2. APPROVAL OF THIS Pl.AN DOES NOT LESSEN OR WAIIIE' ANY PORTION OF THE
CARLSBAD MUNICIPAL COO£, R£SOI.Ul/ON OF CONDITIONAL APPROVAi. CITY
STANDARDS OR OlllER AOOITIONAL OOCUM£NTS LISTED HEREON AS TH£'f MAY
PERTAIN TO THIS PRO.ECT. THE £NG/N££R IN RESPONSIB/.E CHARGE SHALL
RE'vlSE THESE Pl.ANS /'MEN NON-CONFORMANCE IS DISCOVERED.
.I CITY APPROVAL OF PLANS DOES NOT REl.lEIIE' THE DEVEUJPER OR £NG/NEER-OF-
IKIRK FROM R£SPONSIBIUTY FOR THE CORRECTION OF ERRORS ANO OMISSIONS
DISCOIIE'R£0 OUR/NG CONSTRUCT/ON. All Pl.AN REVISIONS SHALL 8£ PROMPTI. Y
SUBMITTEO TO TH£ CITY £NG/N££R FOR APPROVAL
4. A RIGHT-o.··-wAY PERMIT FROM THE CITY £NG/N££R H11.l BE R[Q/1/REO FOR AN'f
Jtt:lli'K IN THE PUBUC RIGHT OF WA r. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST 8£ F1l£O NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POUC'f IN THE MINIMUM AMOIJNT
OF l1,000,000.DO FOR EACH OCCURRENCE OF UAB/l/Tr. THE INSURANCE
COMPANY WRITING THE POLIC'f MUST HA liE' A RAQNG OF "A• ANO A SIZE
CATEGORY OF a.ASS VAS ESTABL/S/-/£0 BY "BESTS KEY RATING GUIDE.
5. UNl,.ESS EX£MPTEO BY SECTION J01.(b)5 OF lllE UNIFORM BUILDING CODE.
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQIJIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHAU BE COMMENCED UNTIL All PERMITS HA liE' BEEN OBTAIN£0 FROM
THC CITY ANO OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY TH£ CITY ENGINEER DOES NOT AUTHORIZE ANY
WOflK OR GRADING TO BE PERFORMED UNTIL TH£ PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS 8££N ISSUED.
8. NO RE'vlSIONS H1I.L BE MADE TO THESE PLANS IIITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED llllli/N THE RE'vlSION BLOCK, ON THE
APPROPR!A TE SHEET OF TH£ Pl.ANS ANO THE T/11.E SHEET.
9. ORIGINAL DRAWINGS SHALL 8£COM£ TH£ PROPERTY OF THE CITY UPON 8£/NG
SIGNED 8 'f THE CITY ENGINEER.
ta T/1£ ORIGINAL ORAIIING SHALL BE RE'vlSED TO REflECT AS-BUILT CONDITIONS
BY lliE £NG/NEER-OF-WOflK PRIOR TO flNAl ACCEPTANCE OF THE WORK B'f THE
C/Tr.
1/. AGa"SS FOR flRE ANO OTIIER EMERGENCY VEHICLES SHAU BE MAINTAINED TO
THE PRO.ECT SITE AT All TIMES DURING CONSTRUCTION.
12. /'MERE TRENCHES ARE IIITH/N CITY EASEMENTS, A SOILS REPORT COMPRISED
OF.· (A) SUMMARY SHEET, (8) LABORATORY Jtt:lli'K SH££TS ANO (C) COMPACTION
CURVES. Sf/ALL BE SUBMITTEO BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, ~RINCIPALLY DOING BUSINESS IN TH£ nEJ.D OF APPLIED SO/LS
MECHANICS. THE SJII.S REPORT lllll BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR IIITHIN lJttl IKJRK/NG DA )S OF THE COMPLETION OF fl£LI) TESTS.
I.I A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMM£NOA TIONS OUTI.IN£0 IN lli£ SOILS REPORT IS REQ/1/RED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. All CONTROLLED GRADING
SHALL BE DONE UNDER 7'1£ DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PR/NC/PALLY 00/m, i::JS/1./ESS IN TH£ n£LO OF APPLIED
SOILS MECHANICS. ALL FILL OR FU TUR£ nu AREAS SHALL BE CONSTRUC TEO IN
ACCORDANCE 'MTH THE CITY OF CARLSBAD STANDARD SPEClflCA l/ONS AND THE
• EARlliWORK SPEC/f7CA TIONS • A TTACHEO TO THE PREl.lMINAR Y SO/LS
/N't£STICA l/ON. [)"!. Y fl£LI) COMPACTION REPORTS 'Mll BE SUBMITTED TO lliE
PRO.ECT INSPECTOR.
/4. A PRECONSTRUCTJON AIEfllN/i SHALL BE HELD A T THE S[TE PR/OH TO THE
BfGINNIN/i OF ltf)RK AND SHAU BE A [TfNf)Fl) BY All RFPR[SFNTA TlVFS
RESPONSIBLE FOR CONSTRUCTlON. INSPECTION. SIJP£R'v1SION. TESTING AND All
OTHER ASPECTS OF Tltf ltf)R~ 11-1£ CONTRACTOR SHAU REQIJEST A
PRECONSTRUCTION M££llNG BY CALLING THE INSPECTION UN£ AT (760} 438-3891
\
AT LEAST flVE (5) WORKING OA)S PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR
IIILL THEN BE CONTACTED BT THE PRO.£CT INSPECTOR TO COOROINA TE A DA TE ANO
TIME FOR TIIE PRECONSTRUCT/ON MEETING. APPROVED DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDlll/NG. lli[ GRADING PERMIT H1I.L BE PRO'vlDEO BY THE PRO.ECT
INSPECTOR AT THE MEEllNG.
15. ALL INSPECTION RE(]IJESTS Q THER THAN FOR PRECONSTRUCTlON MEETING H1I.L BE
MAOF B'f CALI/Nii Tltf [NGIN[[RIW 24 HOUR IN'iPFCT/ON 8FQ/l[ST /INF AT
(160) 438-3891, INSPFCTlON REQUESTS /JUST Bf RECEIVED PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE THE /NSPECllON IS NEEDED. INSPECTIONS H1I.L BE MADE
THE NEXT WORKDAY UNLESS YOU REQIJ[ST OlllER'IISE. R£QIJESTS 1,110£ AFTER
2: 00 P.11. H11.L BE SCHED/JlEO FOR lJttl FlJlL WORK DA~ I.A lER.
16. THE OWNER ANO/OR APPLICANT THROUC/, . THE DEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN All SAFETY DEVICES. INCLUDING
SHORING, ANO SftAll BE SOLE/. Y RESPONSIBLE FOR CONFORMING TO ALL LOCAi.
STA TE ANO FEDERAL SAFETY ANO HEAL TH STANDARDS. LA ilS ANO REGULATIONS.
17. THE CONTRACTOR SHALL CONFORII TO LABOR COO£ SECTION 67D5 BY SUBMlmNG
A DETAIL PLAN TO 7'1£ CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SI.OPING OR OlllER PRO'vlSIONS TO BE MADE
OF WORKER PROTECTION FROM Tl/£ HAZARD OF CAVING GROUND DURING TH£
EXCA VAT/ON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
7'1£R£JN. THIS Pl.AN MUST BE PREPARED FOR All TRENCHES fl'>£ FEET (5') OR
MORE IN DEPTH ANO APPRO'l£0 BY THE CITY £NG/NEER ANO/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IE THE PLAN VAR/ES FROM THE SHORING S'tSlE:l,f
STANDARDS ESTABl!SHEO BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8
CAl/FORN/A ADMINISTRA TIVE CODE. TH£ PLAN SHALL BE PREP AR£0 8 Y A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COP'I' OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTEO TO lliE INSPECTOR PRIOR TO
EXCA VA TION.
18. NO 81.ASllNG SHALL BE PERFORMEO UNllL A VAL/0 81.ASTTNt; PERMIT HAS BEEN
OBTAINED FRO/I THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BlASllNG
PERMIT /IClL IN AO VANCE OF Tl/£ SCHED/J/JNG OF BLASTING OPERA TIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE O/SCO't£REO WITHIN ANY IIU'i'K AREA
DURING CONSTRUCTION, OPERA T/ONS 'Mll CEASE IM/.IEDIA m. Y. AND Tl/£
PERM/TT££ H1I.L NOTIFY THE CITY ENGINEER. OPERA T/ONS llfLL NOT RESTART
UNTIL lliE PERM/TT££ HAS RECEIVED l'l?ITTEN AUTHORITY FROM THE CITY
£NG/NEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO. INCLUDING
WARMING UP, REPAIR, ARRIVAi. DEPARTURE OR OPERA l/ON OF TRUCKS.
EARTHMO'vlNG EQUIPMENT, CONSTRUCT/ON [Q/1/PMENT ANO ANY OTHER ASSOC/A TEO
GRADING EQIJIPM£NT SHALL 8£ LIM/TEO TO TH£ PER/00 8£THC£N 7.·00 A.M. ANO
SUNSET EACH OA r, MONDAY THRU FRIDA Y ANO NO EAR THMO 'vlNG OR GRADING
OPERA llONS SHALL BE CONDUCTEO ON l+fEKENOS OR HOI.IOA 15: (A LIST OF CITY
HOC/DA )S IS AVAILABLE AT THE £NG/N££R/NG DEPARTMENT COUNlER.)
21. All OFF-SITE HAUL ROUTES SHAU 8£ SIJBMITTEO BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL lJttl FULL WOflKING DA )S PRIOR TO BEGINNING OF
ff/ORK
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE
DEPOSITED Ar, A SITE APPRO'ff:O BY 7'1£ CITY £NCIN££R. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROI/TES OR ADJACENT STREITS AS A RESULT OF THE GRADING OPERATION.
2.I BRUSH SHALL BE REMO',fJJ ONLY l'tfTHIN THE ARD! TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CAil Y NO TEO ON Tl/£ PLAN.
24. All AREAS SHALL BE GRAOED TO DRAIN. GRADING RESIJ/. l/NG IN THE PONDING OF
WATER IS NOT P£RM/TT£0. ALL EARTHEN SWALES ANO DITCHES SHALL HA'>£ A
MIN/MU/I ONE PERCENT Sl.OPE.
CONTRACTOR"S NOTE
25. THESE PLANS ARE SUB.ECT TO A SJCN£0 ANO APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHO'ltN ANO AS APPRO't£0 BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SL OPES SHALL 8£ TRIMMED TO A flNISH GRADE TO PRODUCE A UN/FOR/I
SURFACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A N£A T ANO
ORDERLY CONDITION. ALL STONES. ROOTS OR OlliER DEBRIS SHALL BE REMOVED
ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY £NC/NEER.
27. All SI.OPES SHALL 8£ /RR/GA TEO, STAB/l/ZEO. PLANTED ANO/OR HWROSE£0£D
'MllilN TEN {10) DA )S OF THE TIME WHEN EACH SI.OPE IS BROUGHT TO GRADE
AS SHO'ltN ON THE APPRO't£0 GRADING PLANS.
28. LANDSCAPING SHALL 8£ ACCOMPLISHEO ON All SI.OPES ANO PADS AS REQUIRED
BY THE CIT'/ OF CARLSBAD LANDSCAPE MANUAL. THE LANDSCAPING Pf.ANS FOR
THIS PRO.ECT, DRAWING NO. ANO/OR AS DIRECTED BY THE CITY
£NC/NEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT All CONTRACTORS SHALL COORDINATE
lliE WORK OF THESE GRADING PLANS 'MTH THAT SHO'ltN ON 807'1 THE LANDSCAPE
ANO !RR/CATION PLANS ANO THE /MPRO't£MENT PLANS AS REQUIRED FOR lll/S
IKIRK IN ACCORDANCE Willi lliE LANDSCAPE MANUAL TIME REQ/1/REMENTS.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIP£ 'MTH A MINIMUM
0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" P'IC MAY BE
UT/l!ZEO PRO'vl0£0 DEPTH IS LESS THAN 15 FEET ANO BACKflLLEO 'MTH 3/4"
ROCK PER SDRSO S-4 TYPE •c• ANO PIPE MEETS AS ll,I STAND ARO 3034 FOR
SOR 35 SOL/0 WALL PIPE.
31. /'MERE AN EXISTING PIPE LINE IS TO 8£ ABANDONED AS A R£S/JL T OF THE
GRADING OPERA T/ON, IT SHALL BE REMOVED WlllilN THCNTY FEET OF BUILDING
OR STREET AREAS AND REPLACED l'tfTH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE llfll BE PLUGGED 'Mlli CONCRETE OR REMOVED AS APPROVED BY
THE Cl TY ENGINEER.
32. lliE CONTRACTOR SHALL VERIFY THE LOCATION OF All EXISTING FACILITIES
(ABOVE GROUND ANO UNDER GROUND) 'MTH/N THE PRO.ECT SITE SUff/CIENTI. y
AHEAO OF GRADING TO PERMIT THE RE'vlS/ON OF THE GRADING Pl.ANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFUCT l'tflli TH£ PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOIJFY AFFECTED UT/l/TY COMPANIES (SEE BELOW) AT
LEAST 2 FUll WORKING OA )S PRIOR TO STAR TING GRADING NEAR 7'1£/R
FAC/L/1/ES ANO SHALL COORDINATE lliE WOflK l'tflli A COMPANY REPRESENTATIVE.
UNDERGROUND SER'vlCE ALERT (800)422-4133
SDGJ£ (160)438-6200
S.B. C. (760)489-3#1
ADELPHIA CABlE'vlS/ON (760)438-5241
CITY OF CARLSBAD(STREETS ,t STORM DRAIN) (760)438-2980
'CARLSBAD MINIC/PAL WATER DISTRICT {Sill?, WT/?, ,t RECL. WTT?) (760)438-2722
• SAN 0/EGU/TO WATER DISTRICT /276~753-1145
'LEUCADIA WASTEWATER DISTRICT 760 753-0155
• VALLECITOS WA lER DISTRICT 760 744-0460
•OLJVENHAIN WATER DISTRICT {760)753-6466
• BUENA SAN/TA l/ON DISTRICT (760)565-5657
1'!S APPROPRIATE
34. PERMIT COMPLIANCE R£QU/R£M£NTS:
A. FOR CONTROi.LEO GRADING-THE APPLICANT HIRES A Cl'vll ENC/NEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE ANO CONTROL THE WORK IN PROGRESS {15.16.12DA.8j
C11r<LSBAO MUNICIPAL COO£.
8. PRIOR TO flNAl APPROVAL OF A GRADING PERMIT-THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER 'vlA 7'1£
PROJECT INSPECTOR {15.16.120A.10/ CARLSBAD MUNICIPAL COO£:
(I) flNAl REPORT BY SUPER'vlS/NG GRADING £NG/NEER STATING All
GRADING IS COMPLETE. ALL £ROS/ON CONTROi. SLOPE PLANTING
ANO /RR/CATION ARE INSTAllEO IN CONFORMANCE l'tfTH CITY
COO£ ANO THE APPROVED PLANS {OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY £NG/NEERING DEPARTMENT}.
(2) AS-BUil T GRADING PLAN.
(3) REPORT FRO/I lliE SOILS £NG/NEER. WHICH INCLUDES
RECOMMENDED SOil BEARING CAPACIT/£5, A STA 1£M£NT AS TO
TH£ EXPANS/'>£ QUALITY OF THE SOIi. ANO SUMMARIES OF nao AND lABORA TORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS £NC/NEER THAT THE
GRADING WAS DONE IN ACCORDANCE Willi lllE REQU/REM£NTS ANO
RECOMMENDATIONS OUTI./NED IN THE P"'"l.lM/NARY SOILS REPORT
ANO ANY SUPPLEMENTS lliERETO.
(4) REPORT 'MTH AS-BUILT GEOLOGIC PLAN, IF REQ/1/RED BY 7'1£
CITr.
35. UMESS A GRADING PERMIT FOR THIS PRO.ECT IS ISSUED 'MTHIN ONE (1)
>!"AR AFTER lliE CITY ENC/NEER'S APPROVAi. THESE PLANS MAY BE R£QIJ/R£0
TO 8£ RESUBM/77ED FOR PLANCHECK. PLANCHECK FEES llfll BE REOUIREO FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT l/11.£0 REPORT OF GEOlECHNICAL /N't£STICATION
PROPOSED BUIS/NESS PARK BRESSI RANCH LOT 40
PREPARED BY: SOUlllERN CALIFORNIA GEOlECHNICAL INC. DA lEO: DECEMBER 28. 21)()4
All GRADING SHAU 8£ DONE IN ACCORDANCE 'MTH THE R£COMM£NDA TIONS
SPEClflCA TIONS CONTAINED IN SA/0 SOILS REPORT.
LEGAL DESCRIPTION
LOT 40 OF MAP NO. 14960, CARLSBAD TRACT CT 02-15
SOLS ENGINEER'S CERTIFICATE
I. GREGORY K. MITCHEll , A REGISTERED GEOTECHNICAL
£NGIN££R OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS
IN lli[ n£LD OF APPLIED SOILS MECHANICS. HEREBY CERTIFY THAT A
SAMPLING ANO STUDY OF THE SOIL CONO/TIONS PREVALENT 'MTHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION, PER SOILS REPORT OA TEO
DECEMBER 28, 2004
TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUD r, l+t TH MY
RECOMM£NOA "S. HAS 8££N SUBMITTED TO lliE OFFICE OF lliE CITY
£NG/NEER. •
I . ~ /J j SIGNED: ~ ~ · • f £-,
GI , · n MITCH. 11.
R.G.£. NO.: _,2,,,3"-'-.11cc-,e------------
l(18/n1t-DATE:
LICENSE EXP/RA l/ON DA IE: 09-30-06
SPECIAL NOTES
THE FOLLO/lfNG NOlES ARE PRO'vlDEO TO GI'>£ DIRECTIONS TO THE.CONTRACTOR
BY THE ENGINEER OF WOflK. lliE CITY ENGINEER's S/GNATIJRE ON THESE PLANS
OO£S NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES. ANO THE CITY lllll
NOT BE HESPONSIBLE FOR THEIR ENFORCEMENT.
1. NEITHER THE O'ltNER NOR lliE ENGINEER OF WORK 'MlL ENFORCE SAFETY MEASURES
OR REGULA l/ONS. THE CONTRACTOR SHALL ()[SIGN, CONSTRUCT ANO MAINTAIN All
SAFETY DEVICES. INCLUDING SHORING, ANO SHALL BE SOI.£/. Y RESPONSIBLE FOR
CONFORMING TO All LOCAi. STA TE ANO FEDERAL SAFETY ANO HEAL TH STANDARDS.
LA ilS ANO REGULA l/ONS.
2. LOCATION AND El.EVA TION OF IMPROVEMENTS TO BE MET BY WOflK TO BE OONE SHALL
BE CONflRMEO BY na.o MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK.
.I BEFORE EXCAVATING FOR Tl/IS CONTRACT, VERIF'f LOCATION OF UNDERGROUND (IT/LIT/ES.
THE EXISTENCE ANO LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTIJRES
SHO'ltN ON THESE PLANS f/AS 8££N OBTAINED FROM AVAILABLE RECOR{)S OM. Y ANO MAY
NOT REFl.£CT All EXISTING (Jl/l/T/£S. L(,JCA T/ONS OF All EXISTING UTILITIES SHALL BE
CONFIR/.IED BY FIE1.0 MEASUREMENTS BY CONTRACTOR PRIOR TO CONSTRUCTION OF OORI(.
4. CONTRACTOR IS REQ/1/REO TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE Ulll/TY
LINES SHO'ltN HEREON ANO ANY OTHER EXISTING LINES NOT OF RECORD OR SHO'ltN
ON THESE PLANS.
5. WHERE TRENCHES ARE ADJACENT TO FUTURE BU/lDING SITES. SOILS REPORTS SHALL BE
SUBM/77ED TO THE ENGINEER OF WORK BY A QIJALlflED SOILS £NG/NEER /'MICH CERTIF'f'
THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THC SOILS ENGINEER IN
ACCORDANCE 'MTH THE ON-SITE EARTHMJRK SPEC!flCA TIONS.
• AS DmNED IN ANO LIMITED IN SECTION 6735.5 OF lliE BUS/Nt:SS ANO
PROFESSIONAL CODE OF CALIFORNIA.
6. SAFETY FENCES SHALL BE PROVIDED BY Tl/£ CONTRACTOR WHERE REQUIRED BY THE
CITY ENGINEER.
7. DURING ACllVE CONSTRUCTION, AREAS SHALL BE WA "/£RED TO REOUCE FUGITl'vf: DUST.
8. CONTRACTOR TO ADJUST All PROPOSED ANO EXISTING FAC/L/1/ES TO GRAOE.
9. CONTRACTOR TO REMOvf:/REPLACE/RROCAi'E All EXISTING
FACIL/1/ES REQUIRED TO INSTALL PROPOSED IMPROVEMENTS.
10. CONTRACTOR TO REMO',£/REPLACE/REl.OCA TE ANY LANOSCAPING/HARDSCAP/N(; WHICH
CONFLICTS IN ANY WAY l'tfTH 7'1£ INSTALLATION OR PROPER FUNCTION/NG OF l'I£
PROPOSED IMPROvf:M£NTS.
11. All PROPOSED STORI/ DRAIN FACILIT/£S ARE PR/VA TE UNLESS OIHER'MSE NOT£0.
12. REFER TO ARCHITECT'S PLAN FOR HARDSCAPE LA YOt!T ,I, SPECIF/CATIONS.
I.I FOR LANDSCAPE ANO /RR/GA T/ON IMPROVEMENTS SEE PLAN FILE NO.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR '>£RIFYING THE QUANTITIES SHOWN HEREON
ANO BALANCING 7'1£ EARTHWORK ONS/TE. IF DISCREPANCIES ARISE, THE ENGINEER OF WORK
SHALL PROV/OE ARDIS OF ADJUSTMENT TO THE CONTRACTOR. KR£ TRENCHES ARE WJTIIIN
EASEMENTS, STREETS, OR 10' OF ANY ANY BU/LO/NG, SOILS REPORT SHAU BE SUBMITTED TO
THE £NG/NEER OF WORK BY A QIJAUfl£0 SOILS ENGINEER /'MICH IND/CA TES lliAT THE
TRENCH BACKFILL WAS COMPACTED UNDER THE OBSERVA llON OF THE SOILS ENGINEER ANO
IN ACCORDANCE l'tfTH lliE EARTIIMJRK SPECIF/CA l/ONS.
15. THE CONTRACTOR SHALL BE RESPONS/81.E TO INSURE THAT ALL SI.OPES ARE BUil TIN
ACCORDANCE 'MTH THESE PLANS. IF THERE IS ANY OUESTION REGARDING THESE PLANS OR
F1£1.0 STAKES. THE CONTRACTOR SHALL REQIJEST AN INTERPRETATION BEFORE DOING ANY
WORK BY CALLING THE £NC/NEER AT (858)695-3344.
16. lliE CONTRACTOR SHALL UNCOl£R ALL UTILITIES Tl/AT MA Y8E JOINED, CROSSED, OR
PARALlEl. TO VERIFY BOTH HORIZONTAL ANO 1£/?l/CAL LOCA l/ONS PRIOR TO ANY
CONSTRUCTION. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE £NG/N£ER's
ATTENTION PRIOR TO CONSTRUCTION. OTHERWISE THE CONTRACTOR ACCEPTS FULL
RESPONSIBILITY FOR ANY ADDITIONAL CONSTRUCTION OR REl.OCA TION COSTS.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, MAINTAINING, RELOCATING, ANO OR
REMOVAL OF EXISTING UllLIIIES.
18. THE CONTRACTOR SHALL REPLACE All DESTT?OYEI) OR DAliAGEO SURFACE IMPROVEMENT 'Mlli
IMPRO V/:llENT EQIJAL OR SUPERIOR.
PROJECT LOCATION
lli/S PRO.ECT IS LOCA lEO 'MTHIN ASSESSORS PARCEL NUMBER:
{TO 8£ ASSIGN£())
THE CALIFORNIA COORO/NA TE INDEX OF T/-"'i PRO.ECT IS.·
1990-6252
APN / 2,/$ .--,u.c,rt:..,;,..
OWNER/DEVELOPER
ST. CROIX CAPITAL CORPORA l/ON
-#350 EXECUTIVE DRIVE. SUITE 301
SAN DIEGO, CA 92121
OWNER'S CERTIFICATE
I (He) HEREBY CERIIFY THAT A REGISTERED SO/LS ENGINEER OR
GEOI.OG/ST HAS BEEN OR Will BE RETAINED TO SUPERVISE OVER-All
GRADING ACT/'vlTY ANO AO 'vlSE ON THE COMPACTION ANO STABIUTY OF
THIS 511£\{;-~V
NAM£ DATE
'DECLARATION OF RESPONSIBLE CHARGE'
I HEREBY DECLARE THAT I All THE £NGIN££R OF IKJRK FOR THIS PRO.ECT, THAT I
HA'>£ EX£RCISEO RESPONSIBLE CHARGE OVER THE DESIGN OF THE PRO.ECT AS DEflNEO
IN SECTION 6703 OF 7'1£ BUSINESS ANO PROFESSIONS CODE. ANO lliA T THE DESIGN IS
CONS/STANT 'MTH CURRENT STANDARDS.
I UNDERSTAND THAT lliE CHECK OF PRO.ECT DRAWINGS AND SPEClflCA TIONS BY THE
CITY OF CARLSBAD DOES NOT REL/£',£ ME, AS ENGINEER OF WORI<; OF MY
RESPONSIB/l/1/ES FOR PRO.ECT 0£SIGN.
flRM: PARTNERS PLANNING ANO ENGINEERING
ADDRESS: 15938 BERNARDO CENTER OR.
-~SA=-=N~Dli=~'-=G-=-0.._CA=--'-"-'92'--'1"'27 __ ~ CITY. STA 1£:
m.EPHONE: (858)376-3444
er: ~.o L A~"
ANORE',( J.KANN
R. C.£. N().: 50940 REGISTRA T/ON EXP/RA l/ON DA TE:
PARTNERS
9-30-Q'f
Construction controctor agrees that in accordance with generally accepted construction
practices, construction contractor will be required to assume sole and complete responsibility for
job site conditions during the course of construction of the project, including safety of all persons
and property. that this requirement 5hall be mod= to apply continuously and· not be limited to
normal working hours, and construction contractor further agrees to defend, indemnify and hold
City cf Carlsbad harmless from any and all liobllity, real or alleged, in connection with the
performancs of work on this project, ex.cepting liobllity arising from the sole negligence of City of
Carlsbad professional.
CELSOC
Consulting Engineers &
Land Surveyors of California
IMPORTANT NOTICE
Section 4216 of Iha Government
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127 Code requires that a Dig Alert Identification
Number be issued before a
..==r·---11s \
<I> CITY OF VISTA
PACIFIC
OCEAN
DRAINAGE NOTE
"'
L\.
VICINITY MAP "---....-_J"L_j
NOT TO SCALE
~---Proj,x;t slt~ I
THE LOT DRAINAGE SHALL BE COLLECTED AT VARIOUS LOCATIONS BY
CATCH BASINS ANO CONVEYED VIA PIPE UNO£RGROUNO FOR
DIRECT CONNECTION TO THE EXISTING S)ST£M. PR/VA TE STORM DRAIN
INLETS SHALL BE RTTEO 'MT/I APPROVED POLLUTANT RUN-OFF CONTROC
OE'vlCES. THE DEVICES SHALL BE FOSSIL FILTERS OR A GRA VEL/SAND
FII.TER S)ST£M. GRASS SWALES SHALL BE Ul/L/ZEO AS SHOWN ON lliESE PLANS.
BASIS OF BEARINGS
THE BASIS OF BEARING FOR lli/S PRO.ECT IS A PORTION OF THE
CENIERLIN£ OF £1. CAMINO REAL PER RECORD OF SURIIE'Y
NO. 1-#768 {I.E. N3871 '53•W)
BENCH MARK
DESCRIPTION: BRASS DIS!( IN CONCRETE IN A STANDARD SURVEY /IClL
ON CEN 1£RUNE OF EL CAMINO REAL
LOCATION.· COUNTY OF SAN DIEGO BENCHMARK DES/GNA l/ON
NO. R1800 288+89EC
£1.EVATION: 311.407 M.S.L. DATU/I.· N.G. V.O. 29
REFERENCE DRAWINGS
DIIG. NOS. 331-1; 314-J; 370-2
400-8A; 400-88; 421-3A,· 421-38;
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON lliESE PLANS PER SITE SURVEY MADE BY
PARTNERS PLANNING ,t £NG/N££R/NG DATED MARCH 2005
EARlHWORK QUANTITIES
CUT (TO flNISH SURFACE} = 8,262 CY
UNDERCUTS/SPOILS = 16. 082 er
Fill (TO flNISH SURFACE) = 24,344 er
IMPORT = 0 er
EXPORT
'REMEDIAL
= o er
= 5.300 er
EROSION CONTROL QUANTITIES
GRAVEi. BAGGING
SILT FENCE
STAB/LIZA TION EN TRANCE
H'tDRO SEED
= 1,500 EA
= 1,600 LF
= 5,300 SF
= 34,500 SF
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSIRUCUON OF All CUTS ANO FILLS.
REMEDIAL GRADING, DRAINAGE FACILITIES. EROSION CONTROL FAC/llllES. ANO
PLANTING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING Pl.ANS.
AS-BUILT GEOLOGIC MAPS ANO REPORTS. All AS SHOWN OR REQUIRED ON THIS SET
OF PLANS ANO THE CITY STANDARDS. SPECIF/CA l/ONS. REQIJ/REl,(£NTS, RESOLUTIONS
ANO ORDINANCES CITEO ON THESE Pl.ANS.
TH£ GRADING MJRK SHALL BE PERFORMED IN ACCORDANCE 'MTH THE FOLLOIIING
DOCUMENTS, C(JRR£NT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
/. CARLSBAD MUNICIPAL COO[
2. CITY OF CARLSBAD STANDARDS
.I llilS SET OF PLANS.
4. CITY OF CARLSBAD PC/CC RESO/JL l/ON No{S). 5564 OA TEO MARCH 17, 2004
5. . lllE STANDARD SPEClflCA l/ONS FOR PUBLIC ff/ORXS CONSTRUCT/ON {GREEN BOOK)
6. SOILS REPORT AND RECOMMENDATIONS BY SOUTHERN CALIFORNIA GEOTECHNICAI. INC.
DA TEO DECEMBER 28, 2004
7. 7'1£ SAN DIEGO REGIONAL STANDARD ORA WINGS ANO AS MA Y BE MOO/fl£0 8 Y
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COSTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TEO NIA
9. EN'vlRONMENTAL APPROVAL DOCUMENTS DATED N/A
10. STORM WATER POLLUTION PR£'>£Nl/ON PLAN {Sl+PPP} PREPARED BY PARTNERS PLANNING ,t (!IC/NEERING
DA TEO FEBRUARY 17, 2005 W0/0 NO. 937C -
11. STORM WATER MANAGEMENT PLAN (SWMP) PREPAR£0 BY PARTNERS Pl.ANNING ,t £NG/NEERING
DA TEO FEBRUARY 17, 2005.
12. THE CAl/FORNIA STOR!I WATER QIJALITY ASSOCIATION (CASQIJA). OF STORM WATER BEST MANAGMENT
PRACTICE, CONSTRUCTION HANDBOOK ANO STA TE OF CALIFORNIA, DEPT. OF TRANSPORTATION, CONSTRUCTION
SITE BEST MANAGEMENT PRACTICE (BMP) MANUAL
LEGEND
DESCRIPTION
PRO.ECT BOUNDARY . . .
EX/SUNG SPOT El.EVA TIONS
EXISTING CONTOUR .
EXISTING TREES .
EXISTING GAS MAIN ..
EXISTING SANITARY SEH£R .t MANHOLE
EXISTING WA TER . . . . .
EXISTING WA TER . . . . . . . . . . . . . . . . .
EXISTING flRE H'tDRANT ASS£MBL Y .
EXISTING STORII ORAIN
EXISTING STORM DRAIN STRUCTURE
£X/SllNG STREIT LIGHT
EXISTING CURB ,t GUTTER .
PROPOSED CONTOUR .
DA YI.IGH T LIM/ TS . .
DWG.NO.
· · 0-7, 0-9, 0-11 · · ·
SYMBOL
--------
----w-----WV ---<1>·····-W--·····
.... '&······· .. i
---M••-•-•---•-•••-•#<#• -•«••--·"~"" ··--"""" _., __
-~
. ---+I+----+---
. ---@J---PROPOSED TYPE Jl-4' C. 0. {Pvr) .
PROPOSED AREA DRAIN (Pvr) . . .
PROPOSED TYPE ,i • CURB /MET.
... ' ' ' .. ---0---
PROPOSED BROOKS BOX . . .
PROPOSED 'F' CATCH BASIN. . . . . . .
PROPOSED 'G' !MET. . . . . .
PROPOSED HEADWALL .
PROPOSED STORII DRAIN (12-P'IC) (Pvr)
PROPOSED STORM DRAIN {18-P'IC) (Pvr)
PROPOSED BU/lDING FOOTPRINT .
PROPOSED flN/SH FLOOR El.EVA l/ON .
PROPOSED TOP OF CURB £/.EVA TION.
PROPOS£0 PA VEM£NT £/.EVA TION
PROPOSED TOP OF WALL £/.EVA T/ON . . .
' PROPOSED FLO/JUNE El.EVA TION . . . .
PROPOSED flNISHEO GRADE £/.EVA TION .
. 0-1, 0-11. 0-12 ...
· · · · · · · D-7 ·
· D-8 · ·
0-35 ..
D-60 · · ·
0-60 · · ·
PROPOSED CURB ,t GU TlER
PROPOSED RIBBON GUTTER-.
.............. G-2.
. . . . . . . . . . .. DETAH... SHT. 2 .
PROPOSED CURB. .
[9
.---g---
. ----ai---
. ---ii----
_j
'¾,J
L.,L., __
FF*378.00
J74.00TC
J74.00P
, Ju.oorw
J74.00FI.
J74.00FG
PROPOSED PARKING STALLS . . . . . . . . . . . . . . I I I I I I
NOTE 1. ACCESS AISLES OES/CN£0 'MTH TRAff/C INDEX OF 5. 0 TO CITY STANDARDS. . .
NOT£: QIJANT/1/ES SHO'ltN HEREON ARE ESTIMATES FOR PERMtmNG PURPOSES ONLY ANO
ARE NOT TO BE USED FOR flNAL CONTRACTOR PAY QIJANT/l/£S.
QTY.
I
32
3
1
3
1
2
35
625
P~~DEPARTMENT APPROVAL
DATE: 2//t./ jrX
(SIGNED)
"AS BUil T" ~~ 3·30-0?
Don I\Jeu,-4SST. PI.IIOOHG DIR!CTOI
ClMOr\~ (SIGNED)
RICOIIIIENDED BY: C\yi?to--\JJG"?°TI'l'\O>D (PRINT N!IIB)
RCf5Q14o EXP.9-30-0? DAT&:
RE'v1EWED 8j/ / ----~ ..
INSPECIDR
1---+----+-----~---------1c-· --+--+---1----1 I SH1EET I CITY OF CARLSBAD I SHE8ETS I
~==-==::::E:::N::::G::::IN=:EE:::R:::IN:::::G:::::D:::EP:::A::::R:::::Th1:::E::N:::::T:::::::=~==::::::!
GRADING & EROSION CONTROL PLANS FOR:
BRESSI RANCH LOT 40
LOT 40 MAP NO. 14960 TRACT CT 02-15
.
"Permit to Excavate" will be valid.
For your Dig Alert I.D. Number Call
Underground Service Alert
Ph. (858) 376-3444
Fax: (858) 376-3555 CARLSBAD MUNICIPAL WATER DISTRICT 13\. AS-8UIL T
/J l!.£11/SED SITE. Pl-A .J
APPROVED GLENN PRUIM_ 6r 4 AAu~l.1 L-Vu{e•·.,.,_ ,.«,.~,,,
CITY ENGINE PE 51 4 EXPIRES 09/30107 ·DA ENGINEER'S NOTE
UNAUTI-lORIZED CHANGES & USES: The engineer preparing
these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be
in writing and must be approved by the preparer of these plans.
CELSOC
Consulting Engineers &
Land Surveyors of California
TOLL FREE 1-800-422-4133
Two working days before you dig
DATE INITIAL
EXP. 6 30 06 ENGINEER OF WORK
I
I~ 't,1, Ot, hll s, ·• • I •
A TE INITIAL OA'TE °ii41nAL
REVISION DESCRIPTION OTHER APPROVAL CITY A,PROVAL
I
II I
DWN BY: 'E CHKD BY:
RVW() BY:
PROJECT NO.
CT 05~07
DRAWING NO.
435-3A
:g
.J,
T
'06160J
)
SECTTON OF 12• UETAW ASBESTOS
CEl.(£NT OR PI.ASTTC A
18" 15
BACKALL TO TOP OF 1/8 BEND
MTH 1• MAX/MU/I A!lGREGATE
STANDARD W)f' BRANC.
12' CAST IRON GA 'fr CAP
560-C-3250
CONCRE'fr
1----pl,T;' PIA£
STD. 1/8 BEND
CLOSE END MTH CLA I'
CAP .t GROUT IN Pl.ACE
OR USE !.(£CHAN/CAL JOINT PLUG
1YPE 8
STORM DRAIN CLEANOUT
NO SCALE
6• A Tf?/UM GRA Tf
NDS BO OR APPROV.---.
EQUIVALENT
13 5/B"
11 1/2"
GA'fr CAP (Heavy Duly)
NO Tf: USE A.AT BRASS GRA 'fr FOR lA KN
AREAS .t HARDSCAPE. CONTRACTOR
INLET ELEVATION (FG)
PER PLAN
SHALL SUBMIT FOR APPROVAL 1.0%
PRIOR TO INSTALlA TION. -
ADJUST ALL INLETS TO FINAL
GRADED GRADfS.
STANDARD PVC
WYE" BRANCH
1.0% -
1.0%
i---6• DIAM.
RISER PIPE ;a:
:ii
PVC PIPE INVERT ELEVATION (IE)
PER PLAN (SIZE PER PlAN)
AREA DRAIN DETAIL
MANHrxE
FLO-CARD
INSERT
CATCH
BASIN
(SEE NOTE 6
flL l[R BASKET
FOSSIL 1lJcK flL TrR
I.IEI)/UM POUCH
SIDE VIEW
SCALE· NON£
NOT TO SCALE
URB OPENING
flLT[R
BODI'
GUTTER
FLOl'I./Nf
GUTTER
FLOl'I./Nf
HANDLES
FLO-GARD
flL TER 800 I'
J/8' X 3•
ANCHOR BOLT
(J PER SECTTON)
ANCHOR DETAIL
__J
6"
FOSSIL FIL TEA
FLO-GARD
SUPPLEMENTAL INSERT
CURB OPENING INLET
REQUIRED TREATMENT CONTROL BMP TABLE
TYPE DESCRIPTION OWERSHIP
DETENTION AND SEffi/NG TC-22 EXTENDED PVT
DETENTION BASIN
FLOW THROUGH SEPERA TOR TC-50 WATER PVT
QUALITY INLET
MAINTENANCE
AGREEM£NT
CC&R
CC&R
NOTES=
1. FLO-GARD"' flLT[R 800Y SHALL 8£ MAN/JFACTVRED FROM AETROI.BJI,/ RESISTANT
I: -3•·-----5•1 • 1
· -1.5'--i ,r1.5•
BENCH MARK
DESCRIPTTON: CQNCRET[ MONUMENT /#TH STANDARD
DISC STAMPED £CR 15
LOCATION: 500' SOUTH CF INTrRSECTTON CF 8. CAMINO
REAL AND PALOMAR AIRPORT ROAD, EAST SID£ CF EL
CAMINO REAi., ALONG FENCE UN£.
RECORD FROM: SAN DIEGO COUNTY PREC/5£ S/JR'-f:Y /£1£LS
(R.S. 1800-1)
El.EVA TTON: 296. 48 DA TVM: II. S. C. .t Ii S.
FIB£RGLASS WHICH !.1£ETS OR £XC£EDS PS 15-69. .
2. ALL METAL COl,/PONENTS SHA/1 8£ STA/Nl.£SS STE£/. (TYP£ 304).
.I REMOVABlE FILTER BASKET SHA/1 8£ CONSTRIJCT[O FRO/,/ DURAB/£ POL'tPROP'tl.ENE
Jff?i,£,V MON(fll.AMENT GEOTrXTTLE.
4. FLO-CARD"',FILTrR BODI' SHALL 8£ SECURED TO CATCH BASIN WA/1 llfTH EXPANSION
ANCHOR BOLTS AND WASHER (SE£ D£TAIL).
5. FLO-GARll"'lNSERTS ARE AVA/LAB/£ IN 24• OR 30• L£NCTH SECTTONS AND MAY 8£
INSTA/1ED IN VARIOUS COl,/8INA TIONS (ENO TO £NO) TO FIT MOST CATCH BASIS IHDTHS.
6. flL l[R BASK£T MA I' BE REMOvED THROUGH CURB OPENING FOR EASE CF MAINTrNANCE.
7. flL TrR I.IEI)IUM SHA/1 8£ FOSSIL ROCK , IN DISPOSAB/£ POUCHES, INSTAU£D AND
MAINTAINED IN ACCORDANCE WITH MANUFACTURER RECOI.IMENDA 7/0NS.
BAS£ MATERIAL
P£R SOILS REPORT
RIBBON GUTTER DETAIL
NO SCAL~
SHEET NO.
J ti 4
J ti 4
MAINTENANCE
FREQUENCY
AS NEEDED
PER
MANUFACTUR£R
. " ··--. ..:."-. ,,
I
INDEX MAP
SCA/L· 1•=60'
PARTNERS
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph. (858) 376-3444 r\ Fax: (858) 376-3555
\Udfatrov
A~.£50940
MY R[G/STRAnON EXPIR[S 9-Jo-o,
DAlE
OPENING
ON/. I' 1.5•
TOP PER
PLAN
0 30 60 120
GRAPHICAL SCALE
'F' CATCH BASIN
PER PLAN
.35 THICK • 4
180
• 4 1-----; TC P£R PLAN
•
•
•
• ..
4
4
• 4
•
••
. .
DETENTION BASIN DETAIL
NO SCALE
• •
..
•
CONCRElE
BASE ti APRON
(560-C-3250)
(TYPICAL) o>N
suRf~Cf.. f\.:
..
6"
' .
TO 95X REL. DENSITY (TYP.)
,1,•~:-ifl--_.,,q:==J~B" Pi-t' PIPE
•
,
. . .
RISER PIPE=DOWSTREAM
HORIZONTAL PIPE SIZE
IN VERT ELEV. (IE)
TG-2.0
SLOPED GRATE ORIFICE
NO SCALE
RISER NO. 1
DAlE
DAlE
fsHrrl7 CIT OF CARLSBAD 1---+---,--t-----,--~-------------1---+----+--+-----i L3__j ENGINEERING DEPARTMENT
1----+--t----~------------;-----t---+----t---l
1----+--t----------~------;-----t---+----t---1 DETAJIB FOR:
DA TE INITIAL DATE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
BRESSI RANCH LOT 40
I.OT 40 OF MAP 14960 TRACT CT 02-15
OWN BY:
CHKD BY:~
RVWD BY:~-
PROJECT NO.
CT 05-07
DRAWING NO.
435-3A
i I
•
030706 i
)
C ~ ,..., G)
0~ .,, (,.)
co c.n
I
(,.)
)>
10'
72'
36'
26'
, I I I
i f --<1
i l '--'--'l=-ll
'-lt::1-+h'--,...._
@ STORM DRAIN DATA TABLE
NO. DELTA/8RG. RADIUS LENGTH REMARK
1 NI0'2J'45'W 160.29' 18' PVC SO
2 NOT46'2J"c 25.69' 18' PVC SO
J N10'2J'45'W 15.28' 18' PVC SO
# NI0'2J'45'W 4J.N' 18' PVC SO
5 ()6'5/'25' 500.00' 59.84' 18' PVC SO
6 25'24'49' 200.00' 88.71' 18' PVC Sf,
1 N08V9'39'W 26.67' 18' PVC SO
8 N65"Jl'JO'W J#.17' 12' PVC ,o
9 N19"J1'45"€ 62.19' 18' PVC SO
10 J1VJ'26" 100.00' 54,21' 18' PVC SO
11 N46'27'10"£ 49.Jl' 18' PVC SO
12 N4b19'49'W 18.10' 18' PVC SO
BENCH MARK
OESCRJPTION: BRASS 0/S'K IN CONCRETE IN A ST,WOARO SURvt:Y Hal
ON CENTfRUNE Of' EL CAMINO REAL
lOCA T/ON: CO/JN TY (F SAN DIEGO BENCHMARK 0£S/GNA TION
NO. R1800 288+89£C
El£VAT/ON: 311.407 M.S.L DATUM: N.G. V.O. 29
i rrr-·---
1 1 I , i
REQUIRED TREA ™ENT CONTROL
BMP TABLE
DESCRIPTION QUANTITY
DETENTION AND SETTLING 2 EA.
FLOW THROUGH SEPtRATOR 2 EA.
BU/11)/NG SKIN --
T 1£=4.JJ.6,
~70
W)-y3i1
NOT TO SCALE
'
Lor o
j// C' -f D
BUILDING SKIN --
SECTlON 8-8
NOT TO SCALE
>
10· /1Jc 1f1H
PARTNERS
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 921:7
Ph. (858) 376-3444
Fax: (858) 376-3555
~'>.C:~~~~=---_J ijf,/tJ~ /~AfE
MY l?EGISTRAnON E //?ES 9-JO-O'f
.I -----·--
r
fl8.18P
5.r , ' I I/ 'o I'
/I / !/
' 0 /1 : I " ' I I I II '
// ! I
// I 1 I~ I I I/
I/ I 1
II I
I I
i I
I .
I I
I II
.A I ; ii
I '' II
I I i/ I,
II I
II 0 15 9
'I i I
I {
/',.J I I I, GRAR /CAL SCALE !
fsHm'l CITY OF CARLSBAD ISHE8ET,, ~ ENGINEERING DEPARTMENT t---+--t---------------,----r-4----t---i
t---+--t------~--------,----r-4--,---i GRADING & EROSION CONTROL PLANS FOR:
DATE INITIAL DA
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
BRESSI RANCH LOT 40
LOT 40 OF MAP NO. 14960 TRACT CT 02-15
DWN BY:
CHKD BY: ~-;-;:j-
RVWD BY:
PROJECT NO.
CT 05-07
DRAWING NO.
+,5-JA
1l , I
"' I
)
' )
-----
REQUIRED TREATMENT CONTROL
BMP l"ABLE ,_
DESCRIP710N QUAN71TY
DE7EN 710N AND SfT1UNG 1 EA.
I
FLOW THROUGH SEPERA TOR 2 EA.
0 STORM DRAIN DATA TABLE
110. DELfA/BRG. RADIUS LENGTH REMARK
5 N10'2J'45"w 106.45' 18' PVC SO
6 N21 '2J'J4 "w 50.J5' 18' PVC SO
1 NOB 'O!J'J!J "E 7-1.86' 18' Plot' SO
NOTES:
1. ACCESS AIS/.£S D£S/GNEJJ WITH TRAFFIC INDEX OF S. 0 TO CITY STANDARDS.
2. ()IJANl/llES SHO'r/N HEREON ARE EST/MA TES FOR PERM!mNG PURPOSES ONLY AND
ARE NOT TO BE USED FOR FINAL CONTRACTOR PAY QUANTITIES.
BENCH MARK
DESCRIPTION: BRAS.S DISK IN CONCRETE IN A STANDARD SURvEY MIL
ON CEN7ERUNE OF El CAMINO REAL
lOCA l/ON: COUNTY OF SAN DIEGO BENCHMARK DES/GNA l/ON
NQ R/800 288+8/JEC
ElEVAllON: J/1.401 M.S.l. DATUM: N.G. V.D. 2/J
FINISHED FLOOR
t•
1Q
/£:.fJO.' .• }1-
f
I
I VARIES I
-BU/WING SKIN
SECTlON C-C
NOT TO SCALE
ANDREW J. KANN
PARTNERS
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph. (858) 376-3444
Fa.x;· (858) 376-3555
~ 1/;r,/o(, , .
DA7E
MY REG/STRATTON EXPIRES 9-30-,()q
\
~
A F.i'!A I> RA, Al
r~= 43"f.oo
IE • ➔ '3 z. :,,s
DATE INITIAL
ENGINEER OF WORK
•
0 15 60
GRAPHICAL SCALE
.
1.t3"\' S-8Ult,.T f25~ < VJ.~£D 511£ PJ..ll/J
"~ RliY/5€/) PAD GlEVATlt>NS
REVISION DESCRIPTION
,I !/ I
90
•I ~1r1. ' t, I)~ "-~,;, s,.,.,,,,, \q;J:> # •-~ -
' ATE INlllAL D1>111 1-TIAL
OTHER APPROVAL CITY APPROVAL
' 'I I/
I' JI ,I ,-.,,_ 1 ii "" 1i/
'
~.£
I I I, I
"AS BUILT" ~/~ 3-30 -Ot
RCE5O9,t-0 EXP. '7-30--d'J DATE
REVIEWED BY: AtL 4-/4/0, .,-:'":Cl; ,
INSPECTOR
0
Z. . DATE
I S~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPAR™ENT
GRADING & EROSION CONTROL PLANS FOR:
BRESSI RANCH LOT 40
LOT 40 OF MAP NO. 14960 TRACT CT 02-15
APPROVED GLENN PRUIM d'f'
4-'~ ~~ hi. CITY ENGINE -PE 51~1RES 09/30/07~-='-
DWN BY: _ PROJECT NO.
CHKD BY:~ DRAWING NO.
RVWD BY: .~ CT 05 07 435 3A
>-"' w
E
0
~ -0
"' a I "' I
"' • ~ " a Q. " ,_
in
)
I
.-, } .
I 061606
l ', --· -.--
)
0 :E
,I::. Ci)
0~
"'11 (,.)
0) 0,
I
(,.)
)>
EROSION CONTROL NOTES.
I. IN CASE EMERGENCY WORK IS REQ/JIRED,CONTACT KEN SATTERLEE@ KENTOO, LLC
(PHONE NI.IMBER) (858) 535-3808
2. £01.1/PMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A VA/LABLE AT ALL
TIMES DI.IRING THE RAINY SEASON. All NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOI.IT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE All EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SA TISFACT/ON OF THE CITY ENGINEER AFTER EACH RUN-OFF PROD/JC/NG
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DI.IE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC 71/ESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
1. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
8£ 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 PROTECT/VE DEVICES SHOWN SHALL 8£ IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT {40%}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP T'tPE WITH 3/4 INCH MINIMI.IM AGGREGRATE.
11. SHOI.ILD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE} PRIOR TO NOVEMBER 15, THE SLOPES SHALL 8£
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA T/ON,
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA T/ON SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
I. AL£ SLOPES THAT ARE GRADED 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 GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST.·
a. NOT SCHEDULED FOR IMPROVEMENTS{CONSTRUCTION OR GENERAL
LANDSCAPING) WI THIN 60 DAYS OF ROI.IGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PI.IBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
8. HYDROSEEDEO AREAS SHALL BE /RR/CA TED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: I OR STEEPER AND THAT ARE.·
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING IOOX COVERAGE.
b. GREAlLR THAN 8 FEET IN HEIGHT SHALL 8£ WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100:t
COVERAGE.
2. AREAS SLOPED LESS THAN 6: I SHALL BE !RRIGA TED AS APPROVED BY THE CITY
ENC/NEER. PRIOR TO HYDROSEEDINC. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE
PROPOSAL SHALL 8£ SPECIFIC REGARDING THE NUMBERS, T'tPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRRIGA T/ON SHALL MAINTAIN THE MO!SnJRE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYDROSEEDINC MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
I. SEED MIX SHALL CONSIST OF NO LESS THAN.·
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER A CR£ OF ZORRO FESCI.IE
c. 3 lbs. PER ACRE OF £ SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOL!A
e. 3 lbs. PER ACRE OF Al YSSUM (CARPET OF SNOW)
f. I /2 lb. PER A CR£ OF DIMORPHOLECA
g. ITEMS c,d,•, AND f OF THIS SUBSECTION MAY BE OMITTED ON
L OCA TIONS WHERE THE AREA BEING H YDROSEEDED IS NOT VISIBLE FROM
EITHER A PI.IBLIC STREET OR RESIDENT/Al S711/.ICTI.IRES.
h. ITEM a OF THIS SUBSECTION MUST 8£ INOCI.ILA TED WITH A NITROGEN
RX/NG BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCAST/NG BEFORE HYDROSEEDINC.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICUL Tl.IRE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON
SAID CONT A/NERS.
j NON-PHYTO-TOXIC ocmNG AGENTS MAY BE ADDED TO THE HYDROSEED
SI.URRY AT THE DISCRETION OF THE_ CONTRACTOR.
2. T'tPE I MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
T'tPE 6 MULCH (ST/i'AW) MAY 8£ SUBST/71./TED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MEGHAN/CALLY Pl.INCHING NO LESS THAN 50X OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMON/I.I/I PHOSPHATE SI.ILFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING B'f:
I. ROUGHEN/NC THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6.· I
b; HARROWING AREAS 6.· I OR FLATTER THAT ARE Sl.lfflCIENTL Y FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITION/NC THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJ/.IST/NG THE SURFACE SOIL MOISnJRE TO PROVIDE A DAMP BUT NOT
SA nJRA TED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS W!-iERE HYDROSEEDINC IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
PARTNERS
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 9212 7
Ph. (858) 376-3444
~ Fax: (858) 376-3555
· ~1~ !~ lllt.{Dl!
ANDREW J. KA~. 50940 DA TE
MY REGISTRATION EXPIRES 9-30-O'J
J BAGS HIGH
TYPICAL INLET DETAIL
GRAVELBAG DETAILS
NOT TO SCALE
STABILIZED CONSTRUCTION ENTRANCE
-METAL SHAKER PLATES WILL BE REOI.IIRED AT All LOCA T/ONS 1./NLESS SPECIF/CALLY
WAIVED BY THE ENC/NEERING INSPECTOR DUE TO SITE CONST/i'AINTS.
-THE ROCK SIZE SHALL 8£ 2• MINI.IS
-A FENCE, BARRICADE OR OTHER DEVICE APPROVED BY THE ENGINEERING INSPECTOR
SHALL BE I.ISED TO RESTRICT CONSTRUCTION 71/AfflC TO THE CONS711/.ICTION £Nl1/ANCE
.
13\ AS-BVll.:r
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
FOR BAG HEIGHT <i' BAG
SPACING SEE EROSION
CONTROL NOTE NO. 12
R/W R/W
GRAVEL BAGGING ON STREETS
NOTE: CATCH BASINS, DES/LT/NG BASINS, SANO BAGS, CHECK DAMS AND
STORM DRAIN SYSTEMS SHALL BE INSTALLED TO THE SATISFACTION
OF THf CITY ENGINEER. THESE FACILITIES SHALL BE CLEANED ON
DATE
A REGULAR BASIS, KEPT FREE OF SOIL ACCUMI.ILA T/ON.
--~D FIRST ROW OF GRAVELBAGS
HALF DEPTH
~OPENING AT INLET
~ED RRST ROW OF GRAVELBAGS
HALF DEPTH
BAG EMBEDDING DETAIL
1. SET POSTS AND EXCA VA TE A
4 BY 4 IN (10 BY 10 CM}
71/ENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
__............._
2. STAPLE WIRE FENCING TO
THE POSTS.
J. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
INITIAL DATE INITIAL
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC ·····••·· cl'l.tf~l))_-
SILT FENCE
PREFABRICA TED SlllfENCE MA 111£ USED IN
LIE/./ OF IN PLACE CONSTRUCT/ON.
~:UILT" ~ 3-3{).-()'J
RCE5094-o EXP.9·..3o·07 DATE
REVIEWED BY: ,II. I #&&t1
INSPECTOn/ ' DATE
I SH~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
EROSION CONTROL NOTES & DETAILS FOR:
BRESSI RANCH LOT 40
LOT 40 OF MAP 14960 TRACT CT 02-15
APPROVED GLENN PRUIM (1'1'
A · -·~ -•~~ ~~la
CITY ENGINEEVPE 5127 EXPIRES 09730/0?A
DWN BY:
CHKD BY: ,. .. PROJECT NO. DRAWING NO.
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PARTNERS
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph. (858) 376-3444
Fax: (858) 376-3555
ANDREW J. KANN R, <;:E. 50940
MY REG/S1/IATION EXP/RES ~-JO-()f
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DATE
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DA TE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
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BRESSI RANCH LOT 40
LOT 40 OF MAP NO. 14960 TRACT CT 02-15
APPROVED GLENN PRUIM <f
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CITY ENGINEEiVPE 5127EXPIRES 09 30
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FOR CONllNUATION SEE SHEET 8
LEGENO
PROPERTY UN£/ PRO,/ECT BOUNDARY ...............•....... ----
06"CIJRB .................•...................
@ 6' C/JRB .t GUTTER . . . . . . . . . . . . . . 1
• • • • • • • • • • • • • • • • • • • •
@ PCC 3' 1110£ RIBBON G/Jm:R. . . . . . . . . . ................. .
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@ PVMT. SECTION (HEAVY): AISLES 71=5.0 (MIN 41/6' AC OIIER 5• CLASS 2 AB.
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NTS MY REG!SrRAI/ON EXPIRES 9-J0-09
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0 15 JO 90
GRAPHICAL SCA1£
"AS BUil T" ~~ 3·10·o?
RCE 5Df4{, EXP. 9•3o• oJ DATE
REVIEWED BY:
INSPECT DATE
i-----t------1------------+---+--+--+---I I SH7EET I CITY OF CARLS BAD I SHEBETS I
ENGINEERING DEPAR™ENT ;::::==:..:::::==========-==::::::: 1-----t--+-----------------t---+--~l----+---I GRADING&: HORIZONTAL CONTROL PLANS FOR:
BRESSI RANCH LOT 40
LOT 40 OF MAP NO. 14960 TRACT CT 02-16
APPROVED GLENN PRUIMQY.,
t------1r----+---~--------+--+--------1--t----l ~ ,.., _..... n JrY_.:,r;~ ab,1'/,04
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INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INlllAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: -I PROJECT NO, I DRAWING NO, CHKD BY:~
RVWD BY:~ ~ __ C_T_O_5_-_O_7 __ ~ 435-3A
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1'1--_ -_ -_ tt -_ -_ 7--t -_ -_ -'-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_J-f--_ -_ --4---+ -_ -_ -_ -1---1---_ -_ -_l--J--_ __j__j I SHBEET I CITY OF CARLS BAD I SHEETS I I ENGINEERING DEPARTMENT 8
GRADING & HORIZONTAL CONTROL PLANS FOR: Planning and Engineering
15938 Bernardo Center Dr. BRESSI RANCH LOT 40
San Diego, CA. 92127
Ph. (858) 3 7 6-3444 ~====~===t==========================t====t===t===Jc==J r,;;:;~LO;;';T;:;;==45';0 ~O~F:;==M=;:::AP~N=;=O~. ~14:=9=6D=TR=ft.=C=T =C=T=0=2-=1=5==! t===t==~;;;;;;;;~============~~==i===t===t=j A ~ --~ • _., .. 1,sA e. i ' Fax: (858) 376-3555 1 APPROVED GLENN PRUIM dY
\ }., j ~ ~J./\M I il "JDr., , ,,_n .._,,,._au, 1..., CITY F'~GINE~ PE 512]! EXPIRES 09130101 7rfA'rE
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ANDREW J. KANN R.IC.E'.50940 DA DATE INITIAL DATE INlllAL DATE INT DWN BY: ~ I PROJECT NO. I DRAWING NO
•------------------------------------------------~~:.::::;;:;;:.)_;;:,: ______________________________ ENGINEER OF WORK REVISION DESCRIPTION I IAL CHKD BY:'=_J____ .
MY REGISTRATION EXPIRES 9-30-oq OTHER APPROVAL CITY APPROVAL RVWD BY: (~ _ CT 05 07 _ 435 3A
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