HomeMy WebLinkAboutDWG 477-9B; CT 12-05; LA COSTA TOWN SQUARE RESIDENTIAL; 01-08GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APP/WI/ED 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 Th£
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE fHESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVff!ED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER mLL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTTFICA IE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE
FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE
PERM/TT££'$ POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POI ICY MUST
HA VE A RA TING OF •A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER
AS ESTABLISHED BY "BESTS" KEY RA TING GU/OE.
5. UNLESS EXEMPTED BY SECTION 301.(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 ~HALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY ANO OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS mLL BE MADE TO THESE PLANS mTHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED mTH/N THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS ANO THE TITLE SHEET.
9. ORIGINAL DRAmNGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL ORA mNG SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE m1H/N CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT mLL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR mTHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT ANO COMPLIANCE VER/FICA noN REGARDING
ADHERENCE TO RECOMMENDA TTONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE 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 mTH THE CITY OF CARLSBAD STANDARD SPECIF/CA TTONS AND THE
" EARTHWORK SPECIF/CA TTONS " A TTACHEO TO THE PRELIMINARY SOILS
INVESTTGA noN. DAIL y FIELD COMPACTION REPORTS mLL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PBECDNSTRUCDDN MEETING SHA/ L Bf HELD AT TH£ SIT£ PRIOR TO TH£
BEGINNING OF WORK ANQ SHAii BF AVfNQW BY All RFPRFSfNTAVVfS
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER
1Sf?FCTS OF TH£ WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTTON
IJEETTNG BY CALI.ING THE INSPECTION LINE AT (760) 4JB-J891 AT LEAST FIVE(S)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR mLL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COOROINA TE A DA TE AND TIME FOR THE
PRECONSTRUCTTON MEETING. APPROVED ORA mNGS MUST BE A VA/LABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT mLL BE PROV/OED BY THE PROJECT INSPECTOR
AT THE MEETING.
15. AL/ INSf?FCVON RfQI/FSTS OTHFR THAN FOR PBECONSTRUCDQN MITVNG 1\'111 Bf
MAO£ BY GAIi iNG TH£ ENGINITRING 24 HOI/R lNSPECVON 8£01/FST I/NF AT
(760) 438-J~1. INSffCDQN REQUEST MUST Bf RECEIVED PRIOR TD 2: DO PM
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS mLL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERmSE. REQUESTS MADE AFTER
2: 00 P.M. mLL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE ANO FEDERAL SAFETY AND HEALIH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG
A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOmNG
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CA \/ING GROUND DURING THE
EXCAVA TTON OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLA noN
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED
AGENCY PRIOR TO EXCA VA TTON. IF THE PLAN VARl[S FROM TH£ SHORING SYSTfM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE B
CALIFORNIA ADMINISTRA TTVE CODE. THE PLAN SHALL BE PREPARED BY A
R£C/STfHED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVA TTON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VA noN.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATTON FOR1 BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA TTONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCOVERFD mTHIN ANY WORK AREA
DURING CONSTRUCTION, OPERA TTONS mLL CEASE IMMEOIA TEL Y. AND THE
PERM/TT££ mLL NOTIFY THE CITY ENGINEER. OPERA TTONS mLL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERA TTONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA TTON OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A TEO
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 8: 00 A.M. AND
4: 00 P.M. EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERA TTONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA YS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THF CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING Al ONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA TTON.
2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPE~ SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED
mTH/N TEN (10) DAYS OF THE TIME WHEN 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
THIS PROJECT, DRAmNG NO.---+-AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
/I: \ 1100 \ 11J6.10 \Precise Grading\ 11 J6.10GRAD01.dwg 1/ J0/201 J 6: 08: 17 PM
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND /RR/GA noN PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE mm THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERA TTON, IT SHALL BE REMOVED mTHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED mTH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE mLL BE PLUGGED mm CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
J1. THE CONTRACTOR SHALL VERIFY THE LOCA noN OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) mTHIN THE PROJECT SITE SUFFIC/ENTL Y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCA TTONS ARE IN CONFLICT mm THE PROPOSED
WORK.
J2. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES ANO SHALL COORDINATE THE WORK mTH A COMPANY REPRE:SE:NTA nVE.
UNDERGROUND SERVICE ALERT (800)422-41JJ
SDG&E (800)660-7J4J
PACIFIC BELL (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUN/CA TTONS (760)806-9809
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980
+CITY OF CARLSBAD(SEWER, WATER & RECLA/MEO WATER) (760)438-2722
+SAN DIEGUITO WATER DISTRICT (760)633-2650
'1..EUCAOIA WASTEWATER DISTRICT (760)753-0155
.VALLECITOS WATER DISTRICT (760)744-0460
<()LIVENHAIN WATER DISTRICT (760)753-6466
<BUENA SAN/TATTON DISTRICT (760)726-1340
•AS APPROPRIATE
J3. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOmNG
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA 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
AND /RR/GATTON ARE INSTALLED IN CONFORMANCE mTH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, ANO SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER · THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS ANO
RECOMMENOA TTONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT mTH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
J4. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES mLL BE REQUIRED FOR
ANY SUCH RECHECK.
JS. THE SOILS REPORT TITLED GEOTE;CHNICAL UPDATE AND ADDENDUM TO GEOTECHNICAL
INVESTTGA noN PROPOSED LA COSTA TOWN CENTER RESIDENTIAL DEVELOPMENT.
CARLSBAD, CA PREPARED BY LEIGHTON AND ASSOC/A TES. INC .• DA TED NOVEMEBER 16
2012. SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL
BE DONE IN ACCORDANCE mm THE RECOMMENDA TTONS AND SPECIF/CA TTONS CONTAINED
IN SAID SOILS REPORT.
J6. DEVELOPER SHALL PROVIDE A MIN. 48 HOUR NOT/FICA TTON TO THE CITY OF CARLSBAD
PARKS DIVISION REGARDING ANY USE OF THE OLD RANCHO SANTA FE ROAD PUBLIC
TRAIL FOR CONSTRUCTION ACTIVITIES INCLUDING, BUT NOT LIMITED TO, ACCESS TO
OVERHEAD AND UNDERGROUND UTILITIES mTHIN THE PUBLIC TRAIL RIGHT-OF-WAY.
NOTTFICA noN ON SUCH MATTERS SHALL BE MADE BY CONTACTING MICHAEL BLISS,
PARKS SUPERVISOR AT (760)434-2985. OR BY CONTACTING THE PARKS MAINTENANCE
DIVISION OFFICE AT (760)434-2824, 1166 CARLSBAD VILLAGE OR/VE, CARLSBAD CA
92008.
J7. PRIOR TO ANY CONSTRUCTION ACTT\1/TTES COMMENCING mm,~, ANY PORTION OF THE OLD
RANCHO SANTA FE ROAD PUBLIC TRAIL RIGHT-OF-WAY, DEVELOPER SHALL CLOSE THE
/RAIL ANO PROVIDE FOR TRAIL CLOSURE SIGNAGE AT THE Ol.D RANCHO °SANTA FE ROAD
TRAILHEADS LOCATED AT CADENCIA STREET AND AT LA COSTA A VENUE ..
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 670J OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT mTH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT ORA mNGS ANO SPECIF/CA TTONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: LATITUDE 33 PLANNING AND ENGINEERING
ADDRESS: 5355 MIRA SORRENTO Pl AGf
CITY, STA TE: SAN DIEGO. CALIFORNIA
TELEPHONE: (858) 751-06J3
SUITf 650
LA COSTA RESIDENTIAL
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ___________ AT
______ (PHONE NUMBER)
2. EQUIPMENT; AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE AT CONVENIENT LOCA TTONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN IS EMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED mTHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONIROL DEVICES TO WORKING ORDER
TO THE SA TTSFACTTON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA TTONS OR
UNFORESEEN CIRCUMSTANCES 'M-i/CH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND 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 THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE mTH J/4 INCH MINIMUM AGGREGRA TE.
11. SHOULD GERMINATION OF HYDROSEEDED 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 mm SECTION J5.02J OF THE
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA TTON,
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING ANO /RR/GA noN SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CA TTONS AND THE FOLLOmNG:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL 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(CONSTRUCTTON OR GENERAL
LANDSCAPING) mTHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREA noN DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
8. HYDROSEEDEO AREAS SHALL BE /RR/GA TED IN ACCORDANCE mm THE FOLLOmNG
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER ANO THAT ARE:
2.
J,
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 PRECIPITA noN SPRINKLER HEADS PROVIDING 100%
COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITA TTON SPRINKLER HEADS
PROVIDING 100% COVERAGE.
AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEOING. THE DEVELOPER SHALL SUBMIT A PROPOSED
SCHEME TO PROVIDE /RR/GA noN TO THE CITY ENGINEER. THE PROPOSAL SHALL BE
SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF THE ELEMENTS OF THE
THE PROPOSED SYSTEM.
/RR/GA noN SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYDROSEEDINC ·'!IX SHALL CONSIST OF ALL OF THE FOLLOmNG:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
CITY OF OCEANSIDE
HIGHWAY 78
CITY OF VISTA
PACIFIC
OCEAN
CITY OF ENCINITAS
PROJECT SITE
VICINITY MAP
NO SCALE
LEGAL DESCRIPTION
-
REAL PROPERTY IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE
OF CALIFORNIA, DESCRIBED AS FOLLOWS:
PARCEL 1 AS SHOWN ON THAT CERTAIN PARCEL MAP 20982 IN THE OFFICE
RECORDER OF THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
NEW APN : 223-050-71-00
PROJECT LOCATION
THIS PROJECT IS LOCATED mTHIN ASSESSOR$ PARCEL NUMBER($)
223-050-71-00
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT 1$
N~6=2~60=6~4-2 ______ E~1=9~~=8~1~7 ______ _
BENCH MARK
DESCRIPTION: CLSB-010. WELL MONUMENT STAMPED RCE 2J956 PER
R.O.S 17271
LOCA TTON:......:,,,:FD;!._v;::.M:c:·.::.:D.'=J""O:.:B:::,9~P.=.E::!R,_;,R;:_,Oc,·,c:S,~1:,,:5ccJ:,..:76,,,,, ,.:,WE=;;LL~M;:.:ON,';U'"M'c'EN;.:.T:.,,,:,,IN:,,-__
CENTER OF NORTH END OF BULB CUL-DE-'SAc·oF SITIO
BAYA. MONUMENT IS IN CENTER OF NORTH END OF BULB
CUL-DE-SAC OF SITIO BAYA, 250 FT. NORTHERLY OF CALLE
GAVANZO, 45 FT. EASTERLY OF A STREET LIGHT
RECORDED:--------------------ELEVA TTON: J06.504 FEET
DA TUM: NGVO 29 (MEAN SEA LEVEL)
REFERENCE DRAWINGS
RANCHO SANT£ FE ROAD NORTH
RANCHO SANT£ FE ROAD
VILLAGES OF LA COSTA IMPROVEMENTS
VILLAGES OF LA COSTA GRADING
LA COSTA OAKS SOUTH TEN TA TTVE MAP
lA COSTA TOWN SQUARE COMMERCIAL
LA COSTA TOWN SQUARE TM
LA COSTA RESIDENTIAL ROUGH GRADING PLAN
b. 20 lbs. PER ACRE OF ZORRO FESCUE . LA COSTA RESIDENTIAL IMPROVEMENT PLAN
368-2
176-2
J97-1
J97-1A
CT02-02
409-4
CT01-09
477-9A
477-9
2.
J,
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f r/ No. SOURCE OF TOPOGRAPHY
, &p,o,-TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEOED IS NOT VISIBLE
FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
. PHOTOGRAMMETRY GA THEREO ON FEBRUARY 2001 BY O'DA Y
CNI. CONSULTANTS. TOPOGRAPHY SHOWN HEREON CONFORMS TO
fJF , NA DONAL MAP ACCURACY STANDARDS.
INDEX OF SHEETS h. ITEM a OF THIS SUBSECTION MUST BE INOCULA TEO WITH A
NITROGEN FIXING BACTERIA AND APPLIED ORY EITHER BY DRILLING
OR BROADCASTING BEFORE HYDROSEEOING. 1, TITLE SHEET/NOTES EARTHWORK QUANTITIES
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS mTH THE CALIFORNIA DEPARTMENT OF
FOOD AND AGRICULTURE CERTTFICA noN TAG ATTACHED TO, OR
PRINTED ON SAID CONTAINERS.
j NON-PHYTO-TOX/C WEmNG AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
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 BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, mTH 15%
SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
2.
J.
4.
5.
6.
7.
8.
DETAILS AND SECTIONS
PHASE M PLAN
PHASE 1 PLAN
PHASE 2 PLAN
PHASE J PLAN
PHASE 4 PLAN
BUILD OUT PHASE PLAN
'f/1 - ----
I
CUT: l,(iQQ CY
FILL: CY
IMPORT: CY
EXPORT: CY
REMEDIAL: CY
\' ----;Z
>. LEGEND '
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARA noN OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIF/CA TTONS, REQUIR<=:MENTS, RESOLUTIONS
ANO ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE mTH THE FOLLOmNG
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. RESOLUTION NO. 6967 DA TED MAY 1. 2013
5. THE STANDARD SPECIF/CA TTONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT UPDATE LETTER BY LGC CONSULTANTS DA TEO JUNE 20, 2013, LETTER OF
CLAR/FICA TTON OF GEOTECHNICAL PARAMETERS "'fll? RETAINING WALL DESIGN ADJACENT TO
BIO-RETENTION BASINS PROPOSED LA COSTA RESIDENTIAL BY LGC CONSULTANTS DA JED
AUGUST 21, 201J, GEOTEC.'-!NICAL UPDATE INVESTIGATION BY LEIGHTON AND ASSOCIATES, INC
DA TED SEPTEMBER 27, 2012, GEOTECHNICAL UPDATED AND ADDENDUM TO GEOTECHNICAL
INVESTTGA noN DA TED NOVEMBER 16, 2012 ANO UPOA TE LETTER DA TED FEBRUARY 1, 2013
AND AS-BUILT REPORT BY SCT, INC DA TED APRIL 20, 2004.
7. THE SAN 0/EGO REGIONAL STANDARD DRAWINGS AND AS MAY BE ,.:OIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED N/A
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED-"""'--------
10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY CHANG CONSULTANTS
DA TED JULY 16, 201J, SW 130128 WDID NO. 9 J7CJ67185
11. STORM WATER MANAGEMENT PLAN PREPARED
BY CHANG CONSULTANTS DATED JULY 16 , 201J, S'M.IP 1J07
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TTON BMP CONSTRUCTION HANDBOOK AND
CALTRANS CONSTRUCTION SITE BMP MANUAL.
LEGEND
DESCRIPTION
BOUNDARY
LOT LINE
DWG.NO.
CUT/FILL 2: 1 MAX. (TYP.)
2: 1 MAX. (TYP.)
RIGHT OF WAY
PROPOSED SLOPES
EXISTING SLOPES
DAYLIGHT LINE
EXISTING CONTOUR
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING RECLAIMED WATER LINE
EXISTING STORM DRAIN
CONTOUR
PUBLIC WATER LINE
PUBLIC SEWER LINE
PUBLIC RECLAIMED WATER
PER DWG NO. 477-9A
PER DWG NO. 477-9
PER DWG NO. 477-9
PER DWG NO. 477-9
STORM DRAIN & C.O. PER OWG 477-9A D-60,61
TYPE A CURB INLET PER OWG 477-9A D-1
MODIFIED TYPE F CB PER DWG 477-9A 0-7
HEADWALL AND RIPRAP PER OWG 477-9A O-J2,-J4,-40
PRIVATE TYPE B C.O. PER DWG 477-9A D-10
PRIVATE GRATED INLET PER DWG 477-9A D-1J,-15
SIDEWALK PER DWG 477-9A
HYDROMODIFICA noN BASIN/
8/0RETENTTON AREA
DEEPENED FOOTING
EXISTING EASEMENT
SEWER OR WATER
EASEMENT
RETAINING WALL
BUILDING TYPE
BUILDING TYPE REVERSED
PAD ELEVA TION
FINISHED FLOOR ELEVATION
LOT NUMBER
BU/LO/NG TYPE
NEW RETAINING WALL
STONE PA VERS
OF ABBREVIATIONS
G-7,-9,-10
PER DWG 477-9A
PER DWG 477-9A
PER DWG 477-9A
PER RSD C-'-1
PER MODEL
LANDSCAPE PLAN
SYMBOL
·····"· . --~ -,1,--·I·--
, ...... , ....... fr w -· ······------------.. ,.
---'vi---
---~---
-·-~,!---·-
= = ~ r-T __ J
.:::::::::: :::::·:::: :-=~-fi ""'" ,,<a ... ,JJ~
l_c,,J
[II
-4A
4AR
PAD=14JJ.67
FF=1433.0
(ID
·-
11 AS BUIL T11 A.
BY: ---;±":,;,,·~~,:f=.;~~ff=-°G,~~NlPi DATE: /-J. 'O.>) R-S"-/o-le D.
\ Hi, GrovAl-3Nl F'l)SU.C.1c.o T"
AREAS TO BE HYDROSEEDEO SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA TTON OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
I L I -~---\ .. ~' BF BACKFLOW LP LOW POINT _/4~L ~-10-18' TITUDE 33 FF FINISHED FLOOR NTS NOT TO SCALE
FL FLOW LINE ST STREET
R.C.E. NO.: 18692 '2'-S32
REGISTRA noN EXP/RA TTON DA TE: EXP. C 39 291 e o&.-.Z ... , &
SOILS ENGINEER'S CERTIFICATE
I. -(,;., l.c,...:;s.o"' J)_ Lee ~.,, .. ,J ;r..,. ' 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 DIRECTION BETWEEN THE DATES OF
______ 7~-~'l~?.~ , 201.3 ANO 7•1.'?. , 20.1.3._. TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY. WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENG I NEER. ·/1
SIGNED: _'-"'L~-.!>====---------
G.E./P.E. NO.: _,Z_,,,,6,_,,Z .. :C,,__ ________ _
DA TE: P., I 'ft '1,013
LICENSE EXP/RA noN DA TE:
2.
b. HARROmNG AREAS 6: 1 OR FLA ITER THAT ARE SUFFICIENTLY
FRIABLE.
C. RIPPING AREAS THAT mLL NOT BREAK UP USING ITEMS a OR b
ABOVE.
CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH.
E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS 'M-!ERE HYDROSEEO/NG IS THE
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS
RELEASED.
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY ANO ADVISE ON THE COMPACTION ANO STABILITY OF
THIS SITE.
DATE
PLAN NIN G AND ENGINEERING
5355 SORRENTO PLACE, SUITE MIRA
SA
T
FA
N DIEGO, CA 92121
EL. B5B.751.0633
X. B5B.751 .0634
650
FS FINISHED SURFACE
GB GRADE BREAK
GFF GARAGE FINISHED FLOOR
HP HIGH POINT
2-10-1~ J.K /1\REVISfDSfffETS 3-8, ADD BACKFLOW VALVE INFO
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
'
TC TOP OF CURB RCE bb3'5'2 EXP. oli,-.2o1Si' DATE TW TOP OF WALL
RE~H_Y• Vi s-h412-/, x:xc_ tQJ;.,.,, '{l,,-1,,0
· INSPECTOR Dl'i E
I SH1ET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT .. 8
PRECISE GRADING PLANS FOR:
LA COSTA RESIDENTIAL ..
TITLE SHEET
APPROVED: ~ • I.&~ K. VAN PESKI
,< ~ ' 1/;JlfL-
<hlC1tMJR111r. l!A►Mlil<I? PE 41204 EXPIRES 3/31/J~--D TE
'SJ1111'1 :::s,c r. DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: .s.Jt--
CITY APPROVAL RVWD BY: CT 12-05 477-98
. .
I
I ,1
C
~ .·;....a. G')
0.,::... .... .....,
00 .....,
I (0
OJ· )
I
. . .
. . ,:' ',,<'', -' ,, ' ,
_ .. , / ..
'
j
rii.t;·• .• · ,\.:. .. ~=--..::::;;7,7'~ .... :: .•::: . _J3.1 ,~.~-!-....1,iv
:,?t-s.~t (. 6 :r; •-· ~_,,,,· -
·~--;·:-;';~--""':: , ~·-::-,-. ~,,.
RANCHO SANTA FE ROAD
GRADING KEY MAP LEGEND
SHEET NUMBER ______________________ _
0)
I /
RANCHO SANTA FE ROAD
SOUTH OF PROPERTY -PER DWG NO. 368-2, IMPROVEMENTS PER DWG NO. 409-4
NO SCALE
25
' Y /!JOE : ,-,,' : i,;;'J
,i()
0 50 100 200 400 CALL£ NERJA
SCALE: /" 100'
.•
DROP GARAGE DETAIL
NTS
D
PLAN VIEW
~OUNDATION
SECTION D-D
NTS
NOTE: DEEPENED FOOTING DEPTH ON THIS DETAIL
IS DIAGRAMMATIC; SEE PLAN FOR ACTUAL DEPTHS
TYPICAL DEEPENED F'OOTING DETAIL
NTS
B ~,;;,
r------+-----~fJ~ FUTURE YARD SWALE W/ HOME 0-/ B ~
CONSTRUCTION (1% MIN.) ✓-~ MUDS/LL 3' MIN~k--
20%
PER DWG NO. 477-9
NO SCALE
50'
PLAN IA
--I
50' ,.,.
" '<I-
I()
I
r -
io '<I-
37'
<D
"'
I
PLAN 2A PLAN 3A
, , , , ,
,-I --
"' If) '<I-
If) 37'
io c '<I-
<D 37'
-I
~-'
l
If
1'
RANSITJON
2% -/.; .. , ...
5'
if.
i/' JJ' --........... ----
!./NULF!C/Jf
A VEN/DA SORIA
:_·,'
~' ~-----------... ~-,, ----.. -~: ___ _
j
•··············F·UFJLiC
WA TEN
CALL£ NERJA
PER DWG NO. 477-9
NO SCALE
VARIES 1'
TRANSITION
2%
l3% MAX. -
5' 1 ' VARIES
RANSITJON
PER DWG NO. 477-9
NO SCALE
,;
"' "' ~~
~,i:
:,...
"-~ 0 <'.
Lu l.,J
(.) Q: ~o
• :ii •. • . ·:, . ;1 ·""' .. . . .•
; : . ~ '.}--_ GARAG E SLAB PER
REPORT SOILS
DRIVEWAY
APRON SIDEWALK
2% -l3% MAX,
•
I·
I
I
C!.Ji<U
) 1'D ''' .
CIRCULO RONDA
UNDEF'CUI
PER DWG NO. 477-9
NO SCALE
CALL£ TAR/FA
PER DWG NO. 477-9
NO SCALE
4" A TR/UM GRATE
NOS 80 OR APPROVED \
EQUIVALENT \
1% i','i'l ~! u,1 -
INLET ELEVATION (TG)
PER PLAN
1%
1/8 BEND ~,.,_~1---6" DIAM. RISER PIPE
STANDARD PVC
WYE BRANCH
INVERT ELEVATION (IE)
PER PLAN
1% MIN. \_PVC PIPE
(SIZE PER PLAN)
AREA DRAIN DETAIL
NTS
•• . LANDSCAPING IS COMPLETE, REMOVED CAP AND PLACE GRATE TO FINISH GRADE.
PLAN 18 PLAN 28 PLAN 38 1.5% -2% -• . •. •. .............._ GARAGE SLAB PER
C C
HOUSE If.
A A
I
FRONT I SE1BACK LINE ~ >< ROUTE DRAINAGE-
4" AREA DRAIN PER ----:::? ~ THROUGH DWY PER
DETAIL THIS SHEET W GS-13
•IF NEEDED 1" WATER SER. -====i==~-R~W---+--4--W--.,.
SECTION A-A
NTS
H IN FEET
o·-s·
5'-20'
I i 1-.:~~---1 i =
L IN FEET
2.5'
EXISTIN ·BERM TO REMAIN AND
---I r
50' ,.,.
r---'<I-
(0 ~
"' 37'
I()
.J
PLAN 1C PLAN 2C
SECTION 8-8 CONTRACTOR SHALL MODIFY FENCE
NTS HEIGHT AND LOCATION AS NECESSARY BUILDING OVERALL
PVC UNDER DRAIN-~~~;~lds8~3~'~M~I ~-='.~~===:!~~~3~ PER RSD D-27 '
•IF NEEDED
4" SEWER LAT. 1" WATER SER. STREET
SLOPE
r---5• MIN
}--2' MIN
;o COMPLY WITH CITY REQUIREMENTS SCALE: 1"=40'
MUDS/LL
5' MIN.
TYPICAL LOT DRAINAGE
NO SCALE
H: \ 1100\ 1136. 10\Precise Grading\ 1136.10GRAD02.4ig0/2013 6: 08: 17 PM
SECTION C C NTS
.. : .. ·: .
-
DRIV1:WA Y APPR OACH
"' .,.
37' DRIVEW ;'.\ y TRANSITION
<D "'
.
PLAN 3C
'/-./--i-. _,·\~··_.: ~"·
i~-f---L. -\ --\~c't&.,
,◊
LATlTU DE 33
DIMENSIONS PLANNING AND ENGINEERING
5355 MIRA SORRENTO PLACE, SUITE
SAN DIEGO, CA 921 21
TEL. B5B.751 .063·3
FAX. B5B. 75 1 .0634
650
,,'/M KfLGOFff '~loVAf-11',1 I P'OSIU.IC..0 DA TE
R~. ;GCOr _) REGISTRA T/ON EXP/REC: ~ JQ ,!Qla.
.. . G.C.332 o,. 20111'
NTS
'
/1\
DATE INITIAL
ENGINEER OF WORK
SOILS REPORT
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
"AS BUILT"
~-5-tc-lB
V EXP. °'-•ZolSI RCE lot,;'f~Z. DATE ..
R,tWE flY: \,A
1/ U ( ! 1lv......-, <S"/iiJr B
INSPECTOR 'DAlE
I SH2ET I CITY OF CARLSBAD I SH8TS I
ENGINEERING DEPARTMENT
PRECJSE GRADING PLANS FOR:
LA COSTA RESIDENTIAL
DETAILS AND SECTIONS
APPROVED: ~ y b /. iJ/&!'LEN K. VAN P.ESKI . ~ ~}4--
ENGINEERING MANAGER PE 41204 EXPIRES 3/31/15 DA
DATE INITIAL DWN BY: • I'' PROJECT NO. DRAWING NO.
CHKD BY: <, ft,
CITY APPROVAL RVWD BY: CT 12-05 477-9B
C
:E
I\) G')
O.i::i,. ...., ......
co ......
I C.0
OJ
37S.62. M././
RIM 'ELEV.
(.()
1-w w
I
(/)
w w
(/)
NOTE: SEE MODEL LANDSCAPE PLAN PREPARED BY _]I!
SJA, FOR MDOEL PARKING LOT AND HARDSCAPE
DETAILS.
H: \1100\1136.10\Precise Grading\11J6.10GRAD0J-4()8f1JV:g01J 6:08: 17 PM
81.4/F -
MODEL PHASE
1
~-
°"* " -~..---
,)),,.:,<
e::!~a, ·--
~-
I_
I ----c,'T '--;~'\j-- \ \
\ \
\ 1,
\ \ \ I
\
I --I -,,--~\
LATITUDE 3 3
PLANNING AND ENGINEERING
5355 MIRA SORRENTO PLACE, SUITE 650
SAN DIEGO, CA 92121
TEL. 858.751 .0633
FAX. 858.751 .0634
o','M l~G0R
RCE-N , tcec2
l..C.:152.
~IOI/ANNI PbSILLIGO DA TE
REGISTRA noN EXPIRES 6 38 2815
Ob-.ZOIB
CONSTRUCTION NOTES:
CD
@
4" AREA DRAIN SEE DETAIL SHEET 2.
J" PVC UNDER DRAIN PER RSD D-27. I.E.
OUT = TC-0. 46'
TCBMP AND H YDROMOOIFICA noN
FACIL!nES ARE SHOWN ON DWG 477-9A
MODEL LOT SUMMARY
Min. *Min.
Sideyard Rearyard Building
Lot Area Lot Req'd Req'd Plan Coverage
Lot# Sq. ft. Width (ft.) {ft.) Type (Sq. Ft.)
2 4,265 47.26 5 10 3CR 1,531
3 4,045 47.03 5 10 2B 1,501
BA CKWA TlR VAL VE TABLE
~OT# VAL Vf 11.[QUIR[D
2 NO
3 YES
0 10 20 40
Building
Coverage
w/Patio
{Sq. ft.)
1,629
1,693
SCALE: /" 20'
Lot
Coverage
{%)
35.9%
37.1%
80
PRECISE GRADING PLANS ONLY, ROUGH GRADING
Lot
Coverage
w/Patio
(%)
38.2%
41.9%
I
PL~NS PER DRAWING NUMBER 477-9A. ---_ I
Private
Rec Area
{Sq. ft.)
1,078
746
INSPECTOR
l----+---t------------+---+--+--1------l I sH3EET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT 8
;;P;R~E;Cl;:S~E_L:G:;R:;:A;;D~IN~G;::;P;:LANS=;;;~F~OR~::::::::==:::::::==----'=:::::::~
fL'-'-1-'-0--1'-'Y---f-'J"-_'-'~.:...· +-"...._,A7D':'~\.:-"8,."AC~K'::W7A,:.:.T.,,:fR::.,.;:VA:,,,L~VE:.,;S~rA7,8',_'.L:!ct.L, ___ +--l-------f--=J/!_,J1/ :S:S
AbD MAN HOLE RIM ELEVATIONS
DA 'TE INITIAL DA 'TE INITIAL DA 'TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL
LA COSTA RESIDENTIAL
MODEL PHASE
APPROVED'/4U._ ' U,,, ~ GLEN K. ~b. /fSKI
ENGINEERING~ER PE 41204 EXPIRES 3 31 15 -DA~
OWN BY:
CHKD BY: .s.f,
RVWD BY:
PROJECT NO.
CT 12-05
DRAWING NO.
477-9B
I
: .382/>~ I
~IM E.LEV.
Lf)
1-w w :r:
t/)
w w
t/)
H: \1100\1136.10\Precise Gradin9\1136.10GRADOJ-1'78.fl~IJ 6:08: 17 PM
PHASE 1
JBJ.50FG
\
384.00FG
------
Ii
I I
'""'\ \ ..,,,,,,_ \ \ \ 1
\ \ . ' ,,:;, _.,,.,
,:~;
~/: ·:;11,, .. \
,::;
,, .,' ,-, •• _~ f, -
. ,r,,'·· ~E
. i ' N. .1 : .
I "-~-· .. flt.
. e,(,-
\ .
~
.··-~
1\ \~-~~ I I , \,~,
I '~ I \ , '"· 111•t--i--T I \ \;\l_ LL___,c.........__L_ I . \ \ .
LATITUDE 3 3
PLANNING AND EN t;jiJNEERING
5355 MIRA SORRENTO PLACE, SUITE 650
SAN DIEGO, CA 921 21
TEL. 858.751 .0633
FAX. 858.751.0634
.. " ,, ' "' l!i,IO\l'ANrll l'bSIL.1.\C.O DATE
( RCENr,. -4fm;q;i...
"-REGISTRATION EXPIRES § JQ ~Ql5
0'--ZOll!t
CONSTRUCT/ON NOTES:
(D 4• AREA DRAIN SEE DETAIL SHEET 2.
@ J" PVC UNDER DRAIN PER RSO 0-27.
G) MASONRY BLOCK WALL PER OWG 477-9A
TCBMP ANO HYOROMOOIFICA TION
FACILITIES ARE SHOWN ON OWG 477-9A
'' " --?}-J/\Sf l LOT '.;lJ!VFv!hffi ---'-'=-·----····---··''·''··;==:...-----------···
Width -4/.CO
.'[J1i'l 51,13
2G "JJfJ7 4/,00
JGO
10
J..O
.
Dtdk!Jng
f:SqJ!dlng r:ov;::r,_1ge
BACKWA TE..R VAL V[ TABLE
WT#
lZ
23
24
25
26
27
28
VALVE REQUIRED
NO
NO
NO
NO
NO
YES
1£S
0 10 20 40 80
SCALE: 1" = 20'
1-~R;C~E GRADING PLANS ONLY, ROUGH GRADI.NG]' L_ __ F'LANS PER DRAWING NUMBER 477-9A.
-----. ---'
t,212
DATE
t-----t--+-------------l----1----1--.l--J fsi=iEE1'l CITY OF CARLSBAD I SHEETS I L.±_j ENGINEERING DEPARTMENT 8
PRECISE GRADING PLANS FOR:
LA COSTA RESIDENTIAL
PHASE 1
APPROVED: GLEN K~lRL 2-10-14 J.k. I ADD BACK WAT£ Lf 37ifll'I ~<; ENGINEERING 15
ADD /V\A~I HOLE. RIM ELEVA Tl ON
DAlE INITIAL DAlE INITIAL DAlE INITIAL OWN BY: PROJECT NO . DRA'MNG NO.
ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: CT 12-05 477--9B OTHER APPROVAL CITY APPROVAL RVWD BY:
C :E
,i:.. G)
0 ,i:.. .... -...i
00 -...i
ch
to
H: \ 1100 \ 1136.10 \Precise Grading\ 1136.10GRADOJ498t1,rf:j}013 6: 08: 17 PM
~5.05 MH l-MM £L£V.
PAD=378.5
FF=379.25
/
PAD=380.1
FF=380.85
/
PHASE2
r ~\'\IN. l>o4i
._.,.'t' 't-i s /lo. 6W32 "6
E,p, ~t,.-kl'lo
'
'
l..u l..u
(/)
-r-
-r--"'· ;-Cf I _1<(1
LATITUDE 3 3
PLANNING AND ENGINEERING
5355 MIRA SORRENTO PLACE, SUITE 650
SAN DIEGO, CA 921 21
TEL. 858.751 .0633
FAX. 858.751 .0634
S-lo-18
· r. ~oV,\Nl'Jl FbSIu.1c.o DAT£
RCE N . 1a16:f}2, ' REGISTRATION EXPIRES 6 JS 2eis
lo4SZ~ 0(,,-Z0\8
2-/0·1~ J. K.
DAlE INITIAL
ENGINEER OF WORK
CONSTRUCT/ON NOTES:
TCBMP AND H YDROMODIFICA noN
FACIL/llES ARE SHOWN ON DWG 477-9A
\.f~:.Lo>. ·I 'LL:: I
1i 791. ifi.CU :) 10 --·---
l8 3,"/60 .. , 4l,UJ
1.S /9.J I( 7, 00
Ji
BACKWATER VAL V£ TABLE
LOT# VALVE REQUIRED
/7 YES
18 YES
11 Y£S
20 YE~
21 YES
Jq YtS
30 YES
I JI YES
0 10 20
SCALE: 1 "
-.. -
40
-20· -
Bulkllng
80
-I -1
ONLY, ROUGH GRADING J PRECISE GRADING PLANS
I PLANS PER DRAWING NUMBER 477-9A.
-----
, 1\ ADb BACKWATER VALVES' TASI E: 3/11//11 l:s:<£
ADD MAN HOLE: RIM ELEVATION .
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL
t.ut
"AS BUil T"
/4~~ S'-!o-t&
v
RcE'-'-53Z EXP. 0'=,-ZC18 DATE -:&.:: ~Y: £ )/A 'II . \ £12~8
INSPECTOR V 7 DA
~ CITY OF I SHBTS I CARLSBAD .
ENGINEERING DEPARTMENT
PRECISE GRADING PLANS FOR:
LA COSTA RESIDENTIAL
PHASE 2
APPROVED~ i 714,, 11.,L-GLEN K. VAN PESKI _ibj±-
ENGINEERING 'f.!ANAGER PE 41204 EXPIRES 3/31 /15 DA
OWN BY: II PROJECT NO. DRAWING NO.
CHKD BY: < "·
RVWD BY: CT 12-05 477-9B
;~.
C
~
' CJ1 G)
0 .,::ii. ...........
'00 ......
I
' '
(0
aJ
--
\
H: \ 1100 \ 11J6.10 \Precise Grading\ 11 J6.10GRAOOJ-1(,l/ilfl~1 J 6: OB: 17 PM
PAD=J76.2
Ffi=-J{6. 95
@JLG
(!li)
PAD=J77.8
FF=J78.55
PHASE 3 PLANNING AND ENGINEERING
5355 MIRA SORRENTO PLACE, SUITE 650
SAN DIEGO, CA 921 21
TEL. B5B.751.0633
FAX. B 58. 75 1 .0634
s;--to -I 8
-( '2-' '4e f-3-"
"'GIOVA"-lNI Ft>SIU..ICO DA TE
REGISTRATION EXPIRES 6 30 2015
06-Ze>IS
2 10-/'{ J. K.
DATE INITIAL
ENGINEER OF WORK
CONSTRUCTION NOTES:
G
G) 4• AREA DRAIN SEE DETAIL SHEET 2.
Cf) J" PVC UNDER DRAIN PER RSD D-27.
TCBMP AND HYDROMODIFICA TION
FACILITIES ARE SHOWN ON DWG 477-9A
10
5.202 62.GO 12 EH<
; '.i.G ?.i\ __ ).//YI.
S J.O ·r 3CR ~,,\J_\ ---····-----+---
14 i;"J A3
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1,764 4/.LU l '.~
·1 ·---'4'-'-/J"-v .. '---• --'-"-'---··:~un J_---'6-~ 10
BACKWATER VALVE TABLE
LOT# VALVE REQVIR[D
5 YES
G YfS
7 NO
8 YES
14 YES
I !S YES
16 '/ES
32 YES
I
0 10 20
3!\
?BF
3(.
SCALE:
40
1 " -20' -
J2JJ% 12. ~n; 13,-rz, _, ,-• ~-•·' ,·.a,_,_ ,
80
-'U.:r% 767
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(t':1. s,:o: I gn
"AS BU IL T" /4--/(k/ _ s-1e-t8 [R~' GRADING PLA~S~NLY, ROUGH GRADING
iv
RCE lot,J~Z. EXP. 0(.-.zot:B DATE
ANS PER DRAWING NUMBER 477-9A. -
II . RE ,WECJ, if: (
---s/ii/;s / A {JI I A . ,/'>CCU'
INSPECTOR V IDATE I
I I S6ET I CITY OF CARLSBAD I SH8TS I
ENGINEERING DEPARTMENT .
PRECISE GRADING PLANS FOR:
LA COSTA RESIDENTIAL
PHASE 3
APPROVED&. I/ -Ad. GLEN K. VAN PESKI
/, . • _I b/.L
Ii\ ADD BAC!<WATcR VALVES €TABLE, 3Efl1/ :ss.\' ENGINEERING .MANAGER PE 41204 EXPIRES 3/31115 DATE
1 ADD MANHOLE ELEVATION DWN BY: " '' PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: '1 /' CT 12-05 477-9B REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
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PHASE4
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PA0=374.8
FF=375.55
4" ATRIUM GRATE PER/
DETAIL ON SHEET 2
J5.3 LF OF J" p
Ve@ 13.4:,:
LOT 9 DRAIN DETAIL
NTS
Planning and Engineering
53 5 5 Mira S"'orrento Place, Suite 65U
San Diego, CA 92121
TEL. 858.751.0633
FAX. 858.751.0634
Gtl,OVANMI R)S\U.\GO DA TE
R (_N~''-...../ REGISTRA noN EXPIRES 6 Je !!el§
~332 °'·2019'
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! ,-·
' ! L_J
CONSTRUCT/ON NOTES:
G)
®
:w
4• AREA DRAIN SEE DETAIL SHEET 2.
J" PVC UNDER DRAIN PER RSO 0-27.
TBMP ANO HYDROMODIFICA noN FACILlnES
ARE SHOWN ON DWG 477-9A
M!n.
lle:,ryt1rd Lot Cc-;1010g.;3 Pri\f,;:te
Plan ICu"'"''"" I 'N/I-'Llti0 Cover;,;1ge w/P'?.tio Ht'C Ar0-n
1U
s
l ?.
{_.J1.1_-_ t t.J .. 1-----'-''-"½ )'--+-~{:=:-q_
J,S~J'.I ''./i:19__ .. _ ~ 1.5:::l'X,
·•1"" l q·1·1. ';),·:.·,·; f/_i)},;, L\)./)0 ,. --+-~--,-2_: __ ·~: ____ ~·.:c· ~+-=c::.::.--t---"'=
?..1.:.
J.CR
1,620 :YJ."/%
, ... ··-··--JiLh\,
,v;.v,
BACKWATER VALVE TABLE
LOT#
9
10
II
12
13
VAL VE R[ QUIRED
YES
NO
YES
NO
NO
0 10 20 40 80
■■■■--■■■■■■■•
SCALE: /" = 20'
PRECISE GRADING PLANS ONLY, ROUGH GRADING
PLANS PER DRAWING NUMBER 477-9A.
RE IJEWE Y r n /( ~,.,_,,_,-~, ,l I A '/1,v~
INSPECTOR
1----1--l--------------t--+-+--t------J fSHEErl CITY OF CARLSBAD I SHEETS I
L.1_J ENGINEERING DEPARTMENT 8
1-----1---l------------------t---t---f----t--J PRECJSE GRADING PLANS FOR:
!.fl~/ 0'._J-/~~-+--J~,:f:.Kc:.· _-i.,L'.0.s!d..!:.A~D!c-D _.,8~A!':.:CK~W!!.~~T£~Rc.cV.~,le,LVee.E,,_:J-"--" tr A:eB<=LE"'''--------t!-----t--f:ifiif 11/ =t.
ADD MAN HOLE R,fM ELEV4.T!ON:'J.
DA TE INITIAL DATE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
LA COSTA RESIDENTIAL
PHASE 4
APPROVE~ 717/4,, -M.· GLEN K"-1"62-+SKI
ENGINEERINGMANAGER PE 41204 EXPIRES 3/31/15 DATE
DWN BY: 1
CHKD BY:<;f,<'-o--_
RVWD BY:
PROJECT NO.
CT 12-05
DRAWING NO.
477-9B
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BUILDOUT PHASE
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LATITUDE 3 3
PLANNING AND ENGINEERING
5355 MIRA SORRENTO PLACE, SUITE 650
SAN DIEGO, CA 92121
TEL. B5B.751 .0633
FAX. B5B. 75 1 .0634
-re. -a.e--s-
G10~~1 POSII.LIC.O DA TE
REGISTRA T/ON EXPIRES 6 38 i!Olfi
66111 ~-'2.0\~
CONSTRUCTION NOTES:
4• AREA DRAIN SEE DETAIL SHEET 2.
J" PVC UNDER DRAIN PER RSD D-27. I.E.
OUT = TC-0.46'
TCBMP ANO HYDROMODIFICA TION
FACILJnES ARE SHOWN ON OWG 477-9A
BACKWAT[R VAL V[ TABLE
LOT if VALVE R£QVIR[D
I i'/0
4 YES
0 10 20 40 80
■■■■ --■■■■■■■■■
SCALE: 1" = 20'
PRECISE GRADING PLANS ONLY, ROUGH GRADING
PLANS PER DRAWING NUMBER 477-9A.
"AS BU IL T" /4~ s-10-18
RCE "-'-Jgz EXP. 0 '--ZO\.:&-DATE ,...,
INSPECTOR
q2:i/t8
DAliE
I --f---l------------t--+---Ji-----t--1 I SHBEET I CITY OF CARLSBAD I SHE8ETS I
I-~::::;::;:;~:;:::;;;EN~G:::IN~E~E~R~IN~G~D~EP=A:::::R:::::TM:::::E:::::NT==='-..'.:::==;
PRECISE GRADING PLANS FOR:
~2'--,-,I0,--771~;-t--:-J_-:K;-.-t-,;·1"\A:r;D:;;;D-B°'A"'c:;;KW;;;A;;J;:;£R"V,-;;;~-;-;L~-;-;:£:;:S,¢:;:TA;;;B--;LE;:--,-----i----l--"'l':3'"jjif, ~~
ADD MANHOLE KIN\ ELEVATIOA/
DA TE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
LA COSTA RESIDENTIAL
PHASE 5
APPROVE~ i. ~ -&: GLEN K'-1.b.N PESKI
ENGINEERING MANAGER PE 41204 EXPIRES 3/31 /15 DA/!--
DWN BY:-~ PROJECT NO. DRAWING NO.
~~~g :{ . CT 12-05 477-9B
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