HomeMy WebLinkAboutDWG 464-5A; PD 09-03; 7133 OBELISCO CR SHEPRO RESIDENCE; 01-02GRADING NOTES
(IN ADD/170N TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PRE\1/0USL Y APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WA/\1: ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONOlnONAL APPROVAL, CITY
STANDARDS OR OTHER AOOinONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
RE\1/SE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT REL/Ev£ THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF . ERRORS ANO OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMP/l Y
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER IWLL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGH r OF WAY. PRIOR TO PERM/ r ISSUANCE, A
CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE
FILED NAMING THE CITY OF CARLSBAD AS AN ADDinONAL INSURED ON THE
PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST
HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER
5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
TH[ CITY ANO OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVl~/ONS IWLL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE RE\1/SION BLOCK, ON THE
APPROPR/A TE SHEET OF THE PLANS ANO THE Till£ SHEET.
9. ORIGINAL ORA IWNGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. 11-IE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT COND!nONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF 11-IE WORK BY THE
CITY.
11. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES OUR/NG CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS ANO (C) COMPACTION
CIJRVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
1J. A SOILS COMPACTION REPORT ANO COMPLIANCE V[R/FICAT/ON REGARDING
ADHERENCE TO RECOMMENDATIONS OU/l/NEO IN THE SOILS REPORT IS REQUIRED
PRIOR TO 11-IE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WIIH THE CITY OF CARLSBAD STANDARD SPECIF/CA 770NS ANO THE
• EARIHWORK SPECIF/CATIONS • A TTACHEO TO IHE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCDON MEETING SHALL BE 1-iELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHAii BE ATTENDED BY All RFPRFSFNTADV£S
RESPONSIBLE FOR CONSTRUC770N. INSPEC770N. SUPERVISION, TESTING AND ALL OTHER
ASPECTS OF THF WORK, THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST Fl\/£(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COOROINA TE A DA TE AND TIME FOR THE
PRECONSTRUC170N MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
15. All INSPECTION REOUFSTS OTHER THAN FOR PRFCONSTRI/CVON MEETING WILL BE
MADE BY CAIi iNG THE ENGINEERING 24 HOUR INSPECVON REOI/FST I /NE AT
(760) 438-,3891. IN$PFCTION R[OUFST MUST BF R£CEIV£D PRIOR TO 2: 00 P.M
ON IHE DAY 8EFORE THE /NSPEC770N IS NEEDED. INSPECTIONS WILL 8£ MADE
IHE NEXT WORK OA Y UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P. M. WILL BE SCHEDULED FOR TWO FULL WORK OA YS LATER.
16. THE OWNER ANO/OR APPLICANT THROUGH IHE DEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY OE\1/CES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STA TE ANO FEDERAL SAFETY AND HEAL 1H STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SJ.iALL CONFORM TO LABOR CODE SEC770N 6705 BY SU8MITTING
A OfTAIL PLAN TO IHE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING
IHE DESIGN OF SHORING, BRACING SLOPING OR OTHER PR0\1/SIONS TO BE MADE
OF WORKER PROTEC770N FROM IHE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPIH ANO APPROVED 8Y THE CITY ENGINEER ANO/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF IHE Pl AN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTA8LISHEO BY THE CONSTRUC770N SAFETY ORDERS. 17/lE 8
CALIFORNIA AOMINISTRA TIVE CODE, THE PLAN SHALL BE PREPARED BY A
RfG/ST£RED E/.GINITR AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVA 770N PERMIT MUST BE SU8MITTEO TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT J./AS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS,
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WIIHIN ANY WORK AREA
OUR/NG CONSTRUCTION, OPERA T/ONS IWLL CEASE IMMEDIA TEL)'. ANO IHE
PERM/TTEE IWLL NOTIFY THE CITY ENGINEER. OPERA 770NS IWLL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM IHE CITY
ENGINEER TO 00 SO,
20. ALL OPERATIONS CONDUCTED ON 11-IE SITE OR ADJACENT IHERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA 770N OF TRUCKS,
EAR/HMOVJNG fQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIM/TEO TO THE PERIOD BETWEEN 7: 00 A.I.I. AND
SUNSET EACH OA Y. MONDAY THRU FRIDAY AND NO EARTHM0\1/NG OR GRADING
OPERA 770NS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOUOA YS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL 8£ SUBMITTED BY THE CONTRACTOR TO IHE
Cl TY £NG/NEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL 8£
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THF CONTRACTOR
SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG IHE 1-iAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA 770N.
23. 8RUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED, NO TREES ARE
TO BE REMOVED UNLESS SPECIFICALLY NOTED ON /HE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN IHE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL J./A VE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SJ.iALL BE AS SHOWN AND AS APPROVED 8Y
THE CITY ENGINEER OR AS DIR£CTEO 8Y THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE ANO CROSS SEC770N, /HE SI TE SHALL BE LEFT IN A NEAT ANO
ORDERLY CONDITION. ALL STONES, ROOTS OR OIHER DEBRIS SHALL BE REMOVED
ANO DISPOSED OF AT A SITE APPROVED OF 8Y IHE CITY ENGINEER.
27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDEO
. WITHIN TEN (10) QA YS OF IHE TIME W/-IEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON IHE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
IHIS PROJECT, ORA WING NO. N/A , ANO/OR AS DIRECTED BY /HE CITY
£NG/NEER OR PLANNING DIRECTOR.
29. IHE OWNER/APPLICANT SHALL INSURE IHA T ALL CONTRACTORS SHALL COOROINA TE
IHE WORK OF IHESE GRADING PLANS WIIH THAT SHOWN ON BOIH IHE LANDSCAPE
ANO /RR/GA 770N PLANS AND /HE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE Wl11-I THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO, W/-IERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BU/LO/NG
OR STREET AREAS ANO REPLACED WIIH PROPERLY COMPACTED SOILS. IN OTHER
AREAS /HE PIPE WILL 8£ PLUGGED WIIH CONCRETE OR REMOVED AS APPROVED BY
THE Cl TY ENGINEER.
31. THE CONTRACTOR SHALL VERIFY IHE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND ANO UNDER GROUND ) WIIHIN /HE PROJECT SITE SUFFICIEN/l Y
AHEAD OF GRADING TO PERM/ T THE REVISION OF IHE GRADING PLANS IF IT IS
FOUND IHA T THE ACTUAL LOCATIONS ARE IN CONFLICT WITH /HE PROPOSED
WORK.
J2. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR IHEIR
FACILITIES ANO SJ./ALL COORDINATE 11-IE WORK WIIH A COMPANY REPRESENTA T/VE.
UNDERGROUND SER\1/CE ALERT (800)422-41JJ
SOG&E (80li)660-7J4J
PACIFIC BELL (800~892-0123
TIME WARNER CABLE (760 438-7741
COX COMMUN/CATIONS (760 806-9809
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980
"CITY OF CARLSBAO(SEWER.WAT£R & RECLA/MEO WATER) (760)438-2722
"LEUCADIA WASTEWATER DISTRICT (760)753-0155
*AS APPROPRIATE
JJ. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -/HE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL AD\1/CE,
OBSERVE AND CONTROL /HE WORK IN PROGRESS {15.16.120 A.8/
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -IHE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER \/IA THE
PROJECT INSPECTOR {15.16.120 A.10/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
ANO /RR/GA 770N ARE INSTALLED IN CONFORMANCE WITH CITY
CODE ANO IHE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM IHE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
/HE EXPANSIVE QUALITY OF /HE SOIL, ANO SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY /HE SOILS ENGINEER THAT IHE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS ANO
RECOMMENDA 770NS OU/l/NED IN THE PRELIMINARY SOILS REPORT
ANO ANY SUPPLEMENTS THERETO.
( 4) REPORT WIIH AS-FJUIL T GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
J4. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WIIHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCJ.iECK FEES fl,1LL BE REQUIRED FOR
ANY SUCH RECHECK.
35. THE SOILS REPORT T/llEO PRELIMINARY GEOTHECHNICAL SOIL INVESTIGATION REPORT,
PREPARED BY 8 & B ENGINEERING , OA TEO SEPTEMBER 2, 2005
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ___ R.c..Oc...BE._R_T_S_J.i-=EP_R-'O ___ A T
(760) 550-1370 (PHONE NUMBER)
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON, ALL NECESSARY MATERIALS SJ.iALL BE STOCKPILED ON
SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUC770N OF TEMPORARY
DEVICES WHEN RAIN IS EMINENT.
J. DE\1/CES SHOWN ON PLANS SJ.iALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL OEVl~ES TO WORKING ORDER
TO /HE SATISFACTION OF IH[ CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL A00/770NAL EROSION CONTROL MEASURES AS MAY BE
REQUIRE{) BY /HE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA 770NS OR
UNFORESEEN CIRCUMSTANCES WH/CJ.i MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER /HE APPROVED GRADING PLAN SJ./ALL
BE /NCORPORA TEO HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM IHE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTEC77VE DE\1/CES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY W/-IEN /HE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT ANO OIHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SJ./ALL BE BURLAP TYPE WIIH J/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERM/NA 770N OF HYDROSEEDEO SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WIIH SEC770N 35.023 OF IH[
EROSION ANO SEDIMENT CONTROL J./ANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE
INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS ANO THE FOLLOWING:
A. HYDROSEEO/NG SJ./ALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO \/ERi/CAL) OR STEEPER WHEN
IHEY ARE:
2.
a. THREE FEET OR MORE IN HEIGHT ANO ADJACENT TO A
PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
AREAS GRADED FLATTER IHAN 6: 1 WHEN ANY OF THE FOLLOWING CONDinONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS (CONS/RUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY
\I/SIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
8. HYDROSEEDECI AREAS SHALL BE !RR/GA TEO IN ACCORDANCE WIIH THE FOLLOIWNG
CRITERIA:
1. ALL SLOPES IHA T ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. /HREE TO EIGHT FEET IN 1-iEIGHT SHALL BE IRRIGATED BY HANO
WATERING FROM QUICK COUPLERS/HOSE B/8S OR A CONVEN770NAL
SYSTEM OF LOW PRECIPITA 770N SPRINKLER HEADS PROVIDING 100%
COVERAGE.
SOIL UPDATE REPORT PREPARED BY B & B ENGINEERING ,DATED NOVEMBER 22, 2006 b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WA TEREO BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITA 770N SPRINKLER HEADS
PROVIDING 100% COVERAGE. SOIL UPDATE REPORT PREPARED BY B & 8 ENGINEERING ,DATED JULY 31 2009
SOIL UPDATE REPORT PREPARED BY B & B ENGINEERING ,DATED OCTOBER 2J 2009
ALL THESE REPORTS SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN.
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDA 770NS
ANO SPECIF/CA 770NS CONTAINED IN SAID SOILS REPORTS.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, IHA T I
HA VE EXERCISED RESPONSIBLE CHARGE OVER IHE DESIGN OF /HE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, ANO THAT THE DESIGN IS
CONSISTENT WIIH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICA170NS
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK,
RESPONSIBILITIES FOR PROJECT DESIGN,
BY IHE
0
2.
J.
AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TEO AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEO/NG. THE DEVELOPER SHALL SU8MIT A PROPOSED
SCHEME TO PROV/OE IRRIGA 770N TO THE CITY ENGINEER. IHE PROPOSAL SHALL BE
SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF /HE ELEMENTS OF THE
/HE PROPOSED SYSTCM.
/RR/GA TION SJ./ALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDEO GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SJ./ALL CON.,:::;r OF NO LESS IHAN:
a, 20 lbs, PER ACRE OF ROSE CLOVER
b. 20 lbs. , ER ACRE OF ZORRO FESCUE
FIRM: COFFEY FNGJNE[RJNG INC
ADDRESS: 10650 SCRIPPS RANCH BLVD.
CITY, STA TE: SAN DIEGO, CA
s. co.,. "'
c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOUA
SUITE 210
::¢£PHONE: (858)!~! t
DATE: 0/ I/ 'Z 011>
~s. c6(:JY
R.C.E. NO.: ... OOl62~7c..t1.,,6 ____________ _
REGISTRATION EXP/RATION DA TE: .. 6,,__/..,,JO,J.l..!_1.\!.0 _____ _
SOILS ENGINEER'S CERTIFICATE
I, STEPHEN 8. PETER , A REG/STEREO (CIVIL/
GEO TECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT
A SAMPLING ANO STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIREC770N BETWEEN THE DATES OF
~
o. C062716
p. 08-30-10
C/VI'-
2.
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF 0/MORPHOLECA
g. ITEMS c,d,e, ANO f OF THIS SUBSEC770N MAY BE OMITTED ON
LOCATIONS WHERE THE AREA 8EING HYOROSEEOEO IS NOT VIS/BL[
FROM EIIHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WI 1H A
NITROGEN FIXING BACTERIA AND APPLIED ORY EITHER BY DRILLING
OR BROADCAST/NG BEFORE HYDROSEEOING.
i. ALL SEED MA TER/ALS SJ./ALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WIIH THE CALIFORNIA DEPARTMENT OF
FOOD ANO AGRICULTURE CERTIFICA170N TAG ATTACJ./£0 TO, OR
PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDEO TO THE
HYDROSEEO SLURRY AT THE O/SCRE170N OF THE CONTRACTOR.
SFPTFMBER 2 ,2005 ANO OCTOBER 23 , 2009 . TWO
TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST 8£
ANCHORED TO IHE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
COPIES OF THE SOILS REPORT COMPILED FROM THIS ST/JOY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER. -~ :/J
SIGNED: .~
G.E./P.E. NO.: .cR"'C,._E~J.,,,Bi,,62,,.J.__ _______ _
DA TE: I -I £/-°Zd/1)
LICENSE EXP/RA 770N DA TE: J/31/11
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY TJ./A T A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
~~D~G , ACTIVITY ADVISE\, ~N THE\~MPACTION _ AND STABILITY OF
L\~ 1,.t
D TE
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY GROUND SURVEY
--METHODS FROM /NFORMA TION GA IHEREO ON MAY 15
J, FERTILIZER CONSISTING OF AMMONIUM PHOSPJ./ATE SULFATE, 16-20-0, WIIH 15%
SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEEDEO SHALL BE PREPARED PRIOR TO-HYOROSEEO/NG BY:
1. ROUGHENING /HE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
a. TRACK WALKING SLOPES STEEPER IHAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIEN/l Y
FRIABLE.
c. RIPPING AREAS THAT IWLL NOT BREAK UP USING ITEMS a OR b
ABOVE.
2. CONOinON/NG /HE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING IHE SURFACE SOIL MOISTURE TO PR0\1/DE A DAMP
BUT NOT SA TURA TEO SEED BED.
b. THE ADOl770N OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIDED \I/ABLE CONDITIONS FOR
GROWIH.
E. HYOROSEEDED AREAS SJ./ALL BE MAINTAINED TO PR0\1/DE A VIGOROUS GROWIH UN77L THE
IHE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEOING IS /HE
/HE PERMANENT LANC,SCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
CllY OF OCEANSIDE
HIGHWAY 78
WORK TO BE DONE
THE GRADING WORK SJ./ALL CONSIST OF THE CONST.'?UC170N OF ALL CU TS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING ANO PREPARA 770N OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS ANO /HE CITY STANDARDS, SPECIF/CA 770NS, REQUIREMENTS, RESOLU770NS
ANO ORDINANCES CITED ON IHESE PLANS.
IHE GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE WIIH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
J. THIS SET OF PLANS
4. RESOLU770N NO .. -'-'N,.,IA~_ DA TED, ____ _
CllY OF VISTA
5. IHE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT ANO RECOMMENDA T/ONS BY B & 8 ENGINEERING
PACIFIC
OCEAN
CllY OF
LEGAL DESCRIPTION
LOT 585 OF LA COSTA M[ADOWS UNIT NO. 4. IN TH[ CITY OF CARLSBAD,
COUNTY OF SAN Dl[GO, STA IE OF CALIFORNIA, ACCORDING TO MAP
THEREOF NO. 7367, FILED IN THE OFFICE: OF THE COUNTY RECORDER OF
SAN DIEGO COUNTY. CALIFORNIA, ON JULY 19, 1972.
BENCH MARK
OESCRIP770N: STANDARD WELL MONUMENT MARKED RC[ 9415
LOCA 170N: AT TH[ END OF CURVE OF OBELISCO C/RCI E IN FIi'
RECORDED: FROM COUNTY OF S4N DIEGO SURl-fY MON. OITAIL
DATED 10/23/2009, 07/31/2009. 11/22/2006 AND 9/2/2005
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
/HE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED N~
9. ENVIRONMENTAL APPROVAL DOCUMENTS OATEO _______ _
10, srQ/1.tf W'\TM ,o~ LrJTJN'I PiEVENTION TIER II PLAN PREPARED
BY COFFEY ENGINEER/NG DATED _____ _
WDID NO. 9 375 -'-'Nµ,.. _________ _
11. STORM WATER MANAGEMENT PLAN PREPARED BY N~ DATEQ ________ _
12. CALIFORNIA STORM WATER QUALi TY ASSOC/A TION BMP CONSTRUC770N HANDBOOK ANO
CAL TRANS CONSTRUC770N SITE BMP MANUAL.
DESCRIPTIO:',
DAYLIGHT
p~OPQSED CONTOUR
cur SLOPE (2: 1 MAX)
FILL SLOPE (2: 1 MAX)
8/0SWALE
12x12 BROOKS BOX W/GRATE
6" ROUND NOS DRAIN
6' ROUND NOS CLEANOUT
6" SQUARE NOS DRAIN
6" TRENCH DRAIN (NOS)
6" SDR-35 DRAIN PIPE U.N. 0.
4" SDR-J5 DRAIN PIPE U.N.0.
P.C.C. SIDEWALK (PUBLIC)
LEGEND
DWG.NO.
CASQA TC-30
SORSD G-14A
SDRSD G-7
SYMBOL
-11-11-11-
-v-v-
_...1__...1__
-v-v-_ ...L_ ...L _
I·:·:~:-: :-1
@jjj@jj\jiljijj\lilljijjljlijj\jj\j
~
QUANTITY
450 CY
2275 CY
450 SF
3 EA.
16 EA.
6 EA.
9 EA.
16 LF
540 LF
77 LF
122 SF
440 SF
ELEVATION: 552.00 DATUM: M.S.L N.G.V.D. 29
REFERENCE DRAWINGS
OWG 191-5A
OWG 191-5
EARTHWORK QUANTITIES
CUT: 450 CY
FILL: 2275 CY
IMPORT: 1825 CY
EXPORT: ---CY
REMEDIAL: 940 CY
RIP-RAP
CMU RETAINING WALL
(REQUIRES SEPARATE BUILDING
PERMIT)
SORSD D-40
NON-STANDARD
Ptr,N~ DEPARTMENT APPROVAL
w oArE,2./2 /10
(SlGNED)
()o.v NEU , PLANNING DIRECTOR
/!JrAM_ b,Kf M..
(SIGNED) DATE:/ /:J.8/tO
REcoMMENDED BY, Chris S-t~,..,,.,1
(PRl'IT SA'-!E) INSPECT □cf
F---3
BUil_ f 11
2 CY
4467 CY
DATE
tq ll//H
DATE
1----t----+------~·~·---.--·.---+----I--•~-+-----·-I SH,EET I CITY OF CARLSBAl) ~2_[TS
"-==="===EN=G=I=N=E E=R=I=N=G=D=E=P=A=R=T=MF=N=T===--L ~ ---~ ~--+---t----+---' -~---~
--·+-----+-------~ -----~-+---+---~--+---•'GRADING AND EROSlON CONTROL PLANS FOR:
~--+--+---~-~----~·~·-+'--+--~-~----+--I 7133 OBELISCO CIRCLE
(SllEPRO f!ESIDENCE)
20 _QQ_ BY TRI-DIMENSIONAL ENGINEERING
TOPOGRAPJ./Y SHOWN NEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
..:----------------------,,:,,-¾.f-_~_·--l--~--·===!====--==-----=====--~-==========-=l-'e-·--+-~ ----+---• 1:::iED_:,/0...7-VIR/f.:/~~~~R SHEcT ~ 0 APLS8AD MUNICiPAL WATER OISTPlr'7:__... 1----+---~~-~------_____ . ~----+--+-·-·· ·, A.Ub-~~-11Jfl~?y!1/ii ~/.:,,/IQ_ . -7-I-----+---• I DEP TY CITY ENG!NEFR PE 33081 EXPl~ES 6 /30/10 DATE
THIS PROJECT IS LOCATED WI/HIN ASSESSORS PARCEL NUMBER($)
215-450-18
/HE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
NJ E~l~6~90s,_ _______ _
lJAVIO A. H 1--
DFP' , c,ITY ENGINEER
'----~ .~ & OWN GY: __fR n,OJECT ~O. DATE INIT'AL DATE 1N'TIAL DATE INl,IAI CHKD BY: 01!:R
R.C.F. 33081 ~/3(l,i-UL_ ENGINEER oc wmK REVISION DESCRIPTION o-Hrn APPROVAL c1TY APPROVAL RVWD BY:
0RAW,~G ND I
464 5A J
' I / ' } i
; i ! {
; /
' ' ! f ! f
' ~~1s~~~ ;-· __ rf:'.f2,Y' f.-~~~.-.: ··.·.·•
K CURB \ 1 · ; ;, 1$l'f'.7 /!
EXISTING 10' TYPE " . ,--
A-2 CURB! INLET I ,,' .,' PER DWG-191-5A ', ·
j 1
I '.~
25.0'I.+ ----.;•, !_ ~
J
I
I
f
i i f !
' i
. '
/ '
! ! J
! I
f ;
! •
/ i
' '
LOT686
MAP7367
!
j i
! _i f i
1{ t
i / ' .
' ' c:,
10' ORA iAG;
EASEME t PER
MAP 73f7 I , I
' ' '
FH .. . .• wv
NOTE:
ALL RITAINING WALL
FOOTINGS
EXISTING NEIGHBORS
5' HIGH CHAIN LINK FENCE
P.IL TO REMAIN WITHIN THE
PROPERTY LINE,
I
I
528
526
SHRUBS ON
PLANTER
528
526
524 524
LOT687
MAP7367
522 =·-~ ··········522 520' _____ _1'!!!i;k:'..__ 520
SECTIONC-C
HORIZONTAL SCALE 1 "= 10'
VERTICAL SCALE 1 "= 1 O'
· SMH
I
i !
I '
i
I !
f
I
!
I
/
I
I /
i I
' if
·/
• ! ii i' I i i
V
• !
i
' j
I
480 ,----,----------······ SECTJONn:n-···-480
BABILJ7VIA ST
49
I
4am---------rl ~=-El.=' ~o-~ I
HORIZONTAL SCALE 1 •= 10'
VERTICAL SCALE 1 "= 10'
-IL;: .. r,' .( _ .... ,,,,, __ ,,--1: .. ! .. ,
;~~.!.'..J7: i'"
I
! I
! f I
I
' ! I
I
S LA
"' ~
I
"' I al I
"'
01 0 0
I
L p
IP. I \ --,~ 4-"
'
I •,.,
I
I
I
~ I
1 PA I
I
I
505.50
504.70
POOL i
(UNDER1
SEPARAff
PERMlf}
f
TW 51J.5
BRW 50 .5 ' /
-~~ ! EXIS/:NG 10' . ~:! TYPE 8-2
>. ··· '0 CURB1 INLEJ PER ;1 ( OWG 191-5A
'SMH PROPOSED
G-14A
DRIVEWAY '°
12.88' .,.
111111!1 _,_,_~~
I") ' j
I w=ap-.:.-;;:;!-!;:;!-!;:;!-!;:;!-~-~~ .. ri
TW 506.50
/ BRW 504. 0 ,.,,
0 0
RIMl501,5
lfj 496.2
RELOCATE OR REMOVE
EXIST. NEIGHBORS CHAINLINK
FENCE AS NECESSARY
'
TW 5'1.75
BRW 506.
TW 50650
W 503,2
ol'M~/11)
RIM 505.9
IE 503.9
TV( 506.50
BRW 506.2
---·--540,-----------ff;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;:;;:(l. ·-PROPOSfiZ1s~Rl~~Z~f------~~5;==;'.2~y~~·····..jlr.F-2.:,.54_o _o_BELI s C o~lj_ CIR CLE
~.
~10• VG ~. --~~il\J.~'1-__..,. .-,,,,'(\f,.;J:
O-----------+F==========~F;='=F~5~3:'=1 =========f ~2~======::=----=-"'~+0_•~a ,<'i i LJ,t,c./ ii' I 530
PROPOSED
10 20 30
SCALE: t "=, o· '
PR:::~ ::~::--~ 5201------l+-------H---FI-N-ISH_G_RA_D_E._·~-:~,'F:$''~bL\). ------1,--DASHED., TY.,~P~--, 520 I -~-i~.it~(Jre,;,.,;;ci=-7=r~,_;;=f~:~ "::,~ T :·-::;·,
_;,J':15-~:~~~~~~Q-14_S~H~£~D-· ___ TY,:p:·.-:--=~~~l""~-:__-_-_-:__~_1.._~5=,-c,-,0--,-;f--,-------,,C"' -.. 1.1;:~l-~.c-~it~::_c-_f>_;n_r_:_:_n:_ .. "'_}_~0._/•_r·,_.,"_···iJ'_"' _______________________ ·r-----------i '" : ;;~~_?IJ~, '~~:'
'\,i;:{½['.'•/' , ---------i-----J---__j_____ I GRADING AND EROSION CONTROL PLANS FOR
1 7133 <OBELISCO CIRr:LE -+--+----1----1 SHEPRO RES DENCE) . . ~~-'' ,;;_; i_..:.,·,-r,t.:. '··
---j---1----+---·-·
---------480)--------
i ~m"sFwi"'-:im~WAl\A/AlTI:r=w:miri-::::::::::::::t---+---+----+,--+---I--__ ~·~~~c==~~==.cT=I T"L""F=s"'Hl,'E°"E"=T====== _
-G.ll.ElSBAD MU~ICIPAL, WATER DISTRlc;.::; ------1---1
I APi,;;.EQ,j 12._A,)11D.A.··.,i AUSER ~-i---t-----+--------~--____j------+-___j( ~--1----• ~ -<~l,IJ.... /;Yf,...8?4fZo,f (?}f ?¥Wt' 1,/3/,0
·;1\ ----• I DEPUTY CITY ENGINfER PE 33081 EXPIRES 6/30/10 DA lE
--.[)~F -DATE +--IN-ITi-Al--j DAE INITAL DATE INITIAL DWN BY: FR CROJECT NO. II Dl,AWING NO.
RC E 33081 Ex ·• .11n ENGIN F REVISION DFSCRIPTION CHKD BY, de Of'' P009-0J . . . P. 13-9,--._ EER O WO,,< OTHER APPROVAL CITY APPROVAL RVWD 3Y; ~--464-SA -
DAVDA. H,, ... ,
or-CITY ENG.NEER