HomeMy WebLinkAboutHMP 09-08; ENERGY EFFICIENCY MANAGEMENT; Administrative Determination•
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GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL COD£)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY 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-E ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS US1ED HEREON AS THEY MAY
PERTAIN TO THIS PROJ£CT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIE\<E THE DEVELOPER OR ENG/NffR-OF-
WORK FROM RESPONSIBIUTY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCO\<ERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPll. Y
SUBMITTED TO THE CITY ENGINITR FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIRCA 1E OF INSURANCE AS Kf"LL AS ADDITIONAL INSURED ENDORSEMENT MUST BE
RLED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE
PERM/TTIT'S POUCY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. 7HE INSURANCE COMPANY WRl11NG 7HE POUCY /,/UST
HAVE A RATING OF "A-" OR BETTER AND A SIZE CA1EGORY OF CLASS V OR BETTER
AS ESTABUSHED BY "BESTS" KEY RA TING GUIDE.
5. UNLESS EXEMP1ED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARA 1£
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
TH£ CITY AND OTHER APPROPRIA1E AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINffR DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VAUD GRADING PERMIT HAS BITN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRIT1£N APPROVAL
OF THE CITY ENGINEER, N01ED WITHIN THE REVISION BLOCK, ON THE
APPROPRIA 1E SHEET OF THE PLANS AND THE 1171.£ SHITT.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL. DRAWING SHALL BE REVISED TO REFI.ECT AS-BUILT CONDITIONS
BY THE ENGINITR-OF-WORK PRIOR TO RNAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR RR£ AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO
THE PROJECT S/7E AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA 7E OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE RELD OF APP/JED SO/LS
MECHANICS. THE SOILS REPORT WILL BE SUBMIT7£D TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF REW T£STS.
13. A SOILS COMPACTION REPORT AND COMPUANCE VERIRCATION REGARDING
ADHERENCE TO RtCOMMENDA TIONS OUTIJNED 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
STA1E OF CALJFORNIA PRINCIPALLY DOING BUSINESS IN Tl-/£ REW OF APPLIED
SOILS MECHANICS. ALL RLL OR FU1URE RLL AREAS SHALL BE CONSTRUC1£D IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
• EARTI-/WORK SPECIRCATIONS " ATTACHED TO Tl-/£ PREUMINARY SOILS
INVESTIGATION. DAILY RELD COMPACTION REPORTS WILL 8£ SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSJRUCTION MffT/NG SHALL BE HELD AT ViE SITE PRIOR m 1HE
BfGINNING Of WORK AND SHAI I Bf ATTENDED BY All REPRfSENTAV\ifS
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, 1ESTING AND ALL OTHER
ASPfC1S Of 7HE WORK, THE CON"TRACTOR SHALL REQUEST A PRECONSTRUCTION
M££11NG BY CAWNG THE INSPECTION LINE AT (760) 438-3891 AT LEAST RV£(5)
WORKING DAYS PRIOR TO STARTING CONS"TRUCTION. THE CON"TRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA1E AND TIME FOR THE
PRECONSTRUCTION MITTING. APPROVED DRA'MNGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL 8£ PROVIDED BY TH£ PROJECT INSPECTOR
AT THE MEETING.
15. All fNsPfCVDN RFQllfSZS D1HER V:fAN FOR PRECONS1RllCVDN lrfffTfNG W/l L BE
MADE BY CALI/NG Vif fNG(NffRING 24:HDl[R fN5PfC71DN RfQl/fST lfNE AT
f76Ql 4JB J891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M,
ON THE DAY BEFORE 1HE INSPECTION IS NEEDED. INSPECTIONS 'MLL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHER'MSE. REQUESTS MADE AFT£R
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DA l'S LATER.
16. THE OWNER AND/OR APPUCANT THROUGH THE DEVELOPER AND/OR CON"TRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL.
STA1E AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CON"TRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHO'MNG
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROT£CTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING Tl-IE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES RV£ FEET (5') OR
MORE IN DEPTH AND -APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. If 7HE PLAN VARIFS FROM Vif SHORING SYSTEM
STANDARDS ESTABUSHED BY THE CONSTRUCTION SAFETY ORDERS. 1171.£ 8
CAUFORN/A ADMINIS"TRATIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT 7HE CON7RACmRS EXPENSE A COPY OF THE OSHA
EXCA VA 710N PERMIT MUST BE SUBMITT£D TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VAUD BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPUCATION FOR BLASTING
PERMIT Kf"LL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOV£RED WITI-/IN ANY WORK AREA
DURING CONS"TRUCTION, OPERA VONS W!L1, CEASE fMMEDIA TEL Y, AND THE
PERMITTIT 'MLL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTI-/ORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE S/1E OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPAR1URE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONS"TRUCTION EQUIPMENT AND ANY OTHER ASSOC/A 1ED
GRADING EQUIPMENT SHALL BE LIM/7£0 TO THE PERIOD B£TWEEN 7: 00 A.M. AND
SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUC1ED ON WEEKENDS OR HOUDA l'S. (A UST OF CITY
HOUDAYS IS AVAILABLE AT Tl-IE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
C/TY ENGINEER FOR APPROVAL TWO RJ[l WORKING DA)'.S PRIOR TO BEGINNING OF
WORK.
22. IMPORT MA1ERIAL SHALL BE OBTAINED FROM, AND WAS1E MA1ERIAL SHALL BE
DEPOSITED AT. A SITE APPROVED BY THE CITY ENGINEER. Vif CON7RACTOR
SHA[ I BE RfSPQ/llSIBI E FOR ANY DEBRIS OR DAMAGE OCCURRING Al ONG THE HAUL
ROUTES OR ADJACENT STRITTS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO "TREES ARE
TO BE REMOVED UNLESS SPECIRCALL Y N01£D ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITT£D. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CON"TROL SHALL BE AS SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIREC1ED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A RN/SH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE S/7E SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A S/1E APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRR/GA1ED, STABILIZED, PLAN1ED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE /S BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
3042\GPLAN-EPLAN_QB-19-09
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, DRAWING NO. N.(A , AND/OR AS DIRECTED BY Tl-IE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CON"TRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND /RR/GA 110N PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRE1£ PIPE 'MTH A MINIMUM
D-LOAD OF 1,J50. FOR PRIVA1E STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTIUZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKRLLED 'MTH 3/4"
ROCK PER SDRSD S-4 TYPE •c• AND PIPE Mf£7S ASTM STANDARD 3034 FOR
SDR 35 SOLID WALL PIPE.
31. WHERE AN EXISTING PIPE UNE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE 'MLL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINITR.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF AU EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT S17E sumCIENll.Y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLJCT WITH THE PROPOSED
WORK.
JJ. THE CONTRACTOR SHALL N011FY AFFEC1£D U11UTY COMPANIES (SEE BELOW) AT
LEAST 2 RJLL WORKING DA l'S PRIOR TO STARTING GRADING NEAR THEIR
FAC/UTIES AND SHALL COORDINAT£ THE WORK It/TH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800~422-4133
SDG&E (BOO 660-7343
PAC/RC BELL {BOO 892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUN/CATIONS (760)806-9809
CITY OF CARLS'3AD(STREETS & STORM DRAIN) !760)434-2980
'CITY OF CARLSBAD(SEWER,WA1ER & RECLAIMED WA1ER) 760)438-2722
'SAN DIEGUITO WA1ER DIS"TRICT 760)633-2650
'I.EUCADIA WAST£WA 1ER DISTRICT 760)753-0155
"VALLECITOS WA 1ER DIS"TRICT 760)744-0460
'OUVENHAIN WA 1ER DISTRICT [760)753-6466
'BUENA SAN/TA TION DISTRICT (760)726-1340
*AS APPROPRIA T£
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONfflOl l W GRAD/~ -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS .ENGINEER, AND'OR GEOLOGIST TO GIVE 1ECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ
CARLSBAD MUNICIPAL CODE.
B. EBJ.OR m FINAL APPROVAL Of A GRAWNG PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITT£D TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE:
(1) RNAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE 'MTH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPUANCE
LETT£R FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUil T GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
RELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STA7£MENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE 'MTH THE REQUIREMENTS AND
RECOMMENDA 110NS OUTIJNED IN THE PREUMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT It/TH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A G;"/ADING PERMIT FOR THIS PROJECT IS ISSUED 'MTHIN ONE (1)
YE'AR AFT£R THE CITY ENGINEER'S APPROVAL, TH£SE PLANS MAY BE REQUIRED
TO BE RESUBMIT1£D FOR PLANCHECK. PLANCHECK FITS WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT T171.£D PRELIMINARY GE01ECHN/CAL SOIL INVESTIGATION FOR
RESIDENTIAL CONSTRUCTION ON CAZADERO DR., CARI SBAD. CA . PREPARED BY
B & B ENGINEERING. INC. , DA1£D AUGUST 14 ,20.Qd.SHALL BE CONSIDERED
AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE
WITH THE RECOMMENDATIONS AND SPEC/RCA TIONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJ£CT AS DERNED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN /S
CONS/ST£NT WITH CURRENT STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCA1ED WITHIN ASSESSORS PARCEL NUMBER(S)
215-400-06
THE CAUFORNIA COORDINA 1E INDEX OF THIS PROJECT IS:
N 342 E 1695
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ~D~A~\<E~C=LA~R=K ______ AT
(510 754-3687
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
SIT£ AT CONVENIENT LOCATIONS TO FACIUTATE RAPID CONS"TRUCTION OF TEMPORARY
DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MOD/RED 'MTHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CON"TROL DEVICES TO WORKING ORDER ro THE SAT1SFAC1JON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL
5. THE CON"TRACTOR SHALL INSTALL ADDITIONAL EROSION CON"TROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLET£D GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CON"TRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBUC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA1E A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORA 1ED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THf CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PR01ECTIV£ 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 AND OTHER DEBRIS SHALL BE REMOVED AFT£R EACH RAINFALL
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
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 'MTH SECTION 35.023 OF THE
EROSION AND SEDIMENT CON"TROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CAUFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOlttNG:
A. HYDROSITDING SHALL BE APPUED TO:
1. ALL SLOPES THAT AR£ GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN
THEY ARE:
a. THREE FEET OR MORf IN HEIGHT AND ADJACENT TO A
PUBUC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATT£R THAN 6: 1 WHEN ANY OF THE FOLLO'MNG CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONS"TRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DA l'S OF ROUGH GRADING.
b. IDENTIRED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBUC.
c. HA VE ANY SPECIAL CONDITION IDEN11RED BY THE CITY ENGINEER
THAT WARRANTS IMMEDl.4 TE: TREA 7M£NT.
B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLO'MNG
CR/1ERIA:
1. ALL SLOPES THAT ARE GRADED 6:1 OR S1EEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGA 1ED BY HAND
WA1ERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL
SYS7£M OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
b. GREA1ER THAN 8 FEET IN HEIGHT SHALL BE WA1ERED BY A
CONVENTIONAL SYS7£M OF LOW PREC/PITA TION SPRINKLER HEADS
PROVIDING 100% COVERAGE.
2. AREAS SLOPED LESS TI-IAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY
ENG/NffR, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED
SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE
SPEC/RC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE
THE PROPOSED Sl'S7£M.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC/RCATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINffR OF WORK, OF MY C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN: RESPONSIBIUTIES FOR PROJECT DESIGN.
RRM: THE SEA BRIGHT COMPANY
ADDRESS: 4322 SEA BRIGHT PLACE
CITY, STAT£: CARLSBAD, CA 92008
TELEPHONE: (760) 720-0098
BY: ROBERT 0. SUKUP DATE: ______ _
R.C.E. N0.:_.,2,.,83=0=2 ___________ _
REGISTRATION EXP/RATION DA T£;__,.OJ.,/.-=J,..1 l..,_1=-0 ____ _
SOILS ENGINEER'S CERTIFICATE
I, -===cc-=-:-:-;c-::-:-:-=-:=::-,==--=--:-::::--:c=-:-::=-c==---::-,-,-:==• A REGISTERED (CIVIL/
GEOTECHNICAL) ENGINEER OF THE STATE OF CAUFORNIA. PRINCIPALLY DOING
BUSINESS IN Tl-IE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT
A SAMPLING AND STUDY OF Tl--/£ SOIL CONDITIONS PREVALENT WITHIN Tl-1/S
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN TI--IE DA TES OF
==,--=--==-~• 20===AND .=c-==-----==-:---:;--::,:---::• 20_. TWO COPIES OF TI--IE SOILS REPORT COMPILED FROM Tl--1/S STIJDY, WITH MY
RECOMMENDA 110NS, HAS BEEN SUBMITTED TO THE omcE: OF THE CITY
ENGINEER.
SIGNED:
G.£/P.E. NO.: __________ _
DATE:-------------'---
UCENSE EXP/RATION DA TE:
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY TI--IA T A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE.
ENERGY EFFICIENT MANAGEMENT, LLC, BY: DA VE CLARK DA TE
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA 1ED BY BELO
roEQ.. METHODS FROM /NFORMA TION GATHERED ON APRIL 27
2005 BY COASTAL LAND SOLUTIONS
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
2.
J.
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. J lbs. PER ACRE OF E SCHOOL CIA CAUFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOUA
e. J /bs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1/2 lb. PfR ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITT£D ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE
FROM EITHER A PUBLIC S"TREET OR RESIDENTIAL S"TRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULA 1ED 'MTH A
Nl"TROGEN RX/NG BAC1ERIA AND APPLIED DRY EITHER BY DRILLING
OR BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MA 1ERIALS SHALL BE TRANSPOR1ED TO THE JOBSl1E IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF
FOOD AND AGRICUL1URE CERTIRCATION TAG ATTACHED TO, OR
PRINTED ON SAID CONTAINERS.
j NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CON"TRACTOR.
TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS TI-IAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTl1U1£D, A[l OR PART, FOR
HYDRAULICALLY APPLIED RBER MATERIAL WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE S"TRAW INTO THE SOIL
FERTIUZER CONSISTING OF AMMONIUM PHOSPHA 1E SULFA TE. 16-20-0, WITI-I 15%
. SULPHUR APPUED AT THE RA TE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. "TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR Fl.A TTER THAT ARE SUFF1C/ENJ1. Y
FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING /7£MS a OR b
ABOVE
2. CONDITION/NG THE SOILS 50 THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MO/S1URE TO PROVIDE A DAMP
BUT NOT SA 7JJRA 1£D SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH.
E. HYDROSEEDED AREAS SHAU BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UN11L Tl-IE
THE PROJECT IS PERMANENll. Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
Tl-IE PERMANENT LANDSCAPING, UNTIL THE PROJ£CT IS COMPLE1ED AND ALL BONDS
RELEASED.
VICINITY
CITY OF OCEANSIDE
HIGHWAY lB
PACIFIC
OCEAN
MAP
CITY OF VISTA
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THOM. BROS. PG. 1127 H-5/6
LEGAL DESCRIPTION
LOT NO. 747 OF LA COSTA MEADOWS
UNIT NO. 4, PER MAP NO. 7367,
RECORDED JULY 19, 1972
OWNER
ENERGY EffiCIENT MANAGEMENT, LLC
A NEVADA LLC
C/0 DAVE CLARK
PO BOX 1612
UNION CITY, CA 94587
(510) 754-3687
BENCH MARK
DESCRIPTION: IN\lfRT Of SEltfB M,H. -
LOCATION: 62' SQUV:f Of INTERSECTION Of CAZAQERO DR & CORINTIA ST
PER CARLSBAD IMP PLAN DWG 190:-9. PROJECT 78 8 RECORDED; __________________ _
ELEVA 1/0N: 458.67 DA 1UM: MSL NGVI) 29
REFERENCE DRAWINGS
DWG #191-5
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONS"TRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CON"TROL FACIUTIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARA 110N. OF AS-BUil T GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN.OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPEC/RCA TIONS, • f§QUIREMENTS, RESOLUTIONS
AND ORDINANCES C/1ED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCOJDANCE 'MTH THE FOLLOWING
DOCUMENTS, CURRENT AT Tl-IE TIME OF CONSTRUCTION, AS DIREC1ED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEER/NG STANDARDS
J. THIS SET OF PLANS
4. RESOLUTION NO. NIA DA 1ED. ____ _
5. THE STANDARD SPEC/FICA TIONS FOR PUBUC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY B&B ENGINEERING, INC.
____ DA1ED 8114/06 lt/11--1 314109 UPDATE LEID?
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MOD/RED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DA1ED NiA
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA 1ED ~N-/A _____ _
10. STORM WA1ER POLLUTION PREVENTION PLAN PREPARED
BY NIA DATED _____ _
'MJID NO. 9 375 N/A ~~---------11. STORM WA1ER MANAGEMENT PLAN PREPARED
BY NIA DA1ED ---------
12. CALIFORNIA STORM WA1ER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND
CALTRANS CONS1RUCTION S17E BMP MANUAL
LEGEND
DESCRIPTION DWG.NO.
RETAINING WALL (BY SEPARATE PERMIT)
4" DRAIN
3' WIDE GRAVEL SWALE
DRAIN BOX (12"X12" PLASTIC BY NDS)
SEWER LATERAL (PRIVATE)
WATER LATERAL (PRIVATE)
DEPRESSED CURB
CUT / FILL LINE
DRIVEWAY
DRIVEWAY DEPRESSION G-14A
PCC SIDEWALK
SYMBOL, ---4" PVC ,-
™~
□
--s--
--'-,/--
F
C
~· ............... · 1 ................. . . . . . . . . . . . . . . . . . •................. .................
~·:···········~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... . . . . . . . . . . . . . . . . . .. ~············~ . . . . . . . . . . ' ............ . . . . . . . . . . . . . . . ............ .
QUANTITY
234 S.F.
378 L.F.
135 L.F.
10 EA.
80 L.F.
66 L.F.
22 L.F.
2,016 S.F .
190 S.F.
635 S.F.
CONSTRUCTION THREAT ASSESSMENT: lllGH
EARTHWORK QUANTITIES
CUT: 740 CY
RLL: 1330 CY
IMPORT: 590 CY
EXPORT: 0 CY
REMEDIAL: 720 er
I CITY OF CARLSBAD I
Administrative Permit
~~~;.;;ii~ if'i~FN,-·t~fi;~i'.efi i; e;:z,r
1, -,I<,\ . •
~~;~i; ~;; • -• ·:?i, -,i • • • • --~~;.-·i·,-.-,-,:: :i,1 • • I
REQUIRED TREATMENT CONTROL BMP TABLE
TYPE DESCRIPTION OllNl!MlDP
N/A
SUSllP PRO.IECT PRIORITY ---"-"NO-=----
PLANNING DEPARTMENT APPROVAL
DATI: / /
DON NEU PLANNING DIRECTOR
(lllGDD) DATI: / /
IIBCOJOIENDBD BY:---~=~~----(PIIIIIT IWII)
lWNTENANCE
AGREEMENT Slll!E'I NO. llAINTENANCE
FREQUENCY
II AS BUILT"
RCE---EXP,----DATE
REVIE\v'ED BY•
INSPECT□R DATE
1---+--+------------j---t---t---i-----i I SH1EET I CITY OF CARLSBAD I SHE2ETS I ENGINEERING DEPARTMENT
::;G;:;;RAD;:;:;;IN~G_:;P~LAN::::;::;::;FO;;:;;R:;::· =========-.::==::::;
ENERGY EFFICIENT MANAGEMENT
2732 CAZADERO DRIVE .. f----jf---+---------------r------i----i----t----i :==.:=:=:::=::==::::::::;:====:=:====;:=:=::::=:========::::::; ... APPROVED: DAVID A. HAUSER 11
DEPUTY CITY ENGINEER PE 33081 EXPIRES 6/30/10 DATE
/1\
DAlE INITlAL
ENGINEER OF WORK REVISION DESCRIPTION
DA 1E INITl"L DA 1E INll11AL
OlHER APPROVAL CITY APPRCOVAL
DWN BY: ---1
CHKD BY: __ _
RVWD BY:
PROJECT NO.
PD 09-02
DRAWING N0.11r■
463-9A
LA
LOT NO. 275
COSTA MEADOWS
UNIT NO. 2
LA
LOT NO. 276
COSTA MEADOWS
UNIT NO. 2
MAP NO. 6905
EXISTIHG RESID[NCE
PATIO PATIO
MAP N O. 6 9 0 5 WOOD r>:NCC-::========~==~_WOQilO![JD-F~E-_NC-=E :ji:
SCALE ./V 1"=20'
O' 20' 40'
LA
NOTE:
NO WALLS GREATER
THAN 6' IN HEIGHT
ARE ALLOWED IN
ANY SETBACK AREAS
60' -------,
3042\GPLAN-EPLAN_OB-19-09
465.3} cl~
LA
LOT NO. 277
COSTA MEADOWS
UNIT NO. 2
MAP NO. 6905
LOT NO. 587
LA COSTA MEADOWS
UNIT NO. 4
MAP NO. 7367
---
-CHAIN LINK FUICE
LOT NO. 585
LA COSTA MEADOWS
UNIT NO. 4
MAP NO. 7367
FF=458.7
2.5'
RANDOM SIZE
ROCK 3"+ DIA
3•
6"
1 'X6" GRAVEL
@ CL
SECTION A-A
15'
TOP OF SLOPE
LINE
460 -----==::t::;=l::=1-"==r~~----1 ---460
DECK
PREPARED BY:
BY:
/ 454.71 L er_
PARCEL 1
P.M. NO. 10205
-------------------ROBERT D. SUKUP,
RCE 28302 EXP. 3/31/10
DATE DAlE INlllAL
ENGINEER OF WORK
BASEMENT
440
""
REVISION DESCRIPTION
19'-4"
FF=448.7
PA0=448.0
SECTION 8-B
1° = 20' H&V
------
CITY Q_F CARLSBAD
Administrative Pennit
~~; ~-;_ ·i:r~fvc:T~>t:r • ri,tfk"l mr if/{ z
i,,\&IMT-
~xh-•. ·b· .• N. -••• -i i ~•i ••••• -• -•• • 1· 1·;.1 ·l:,: ;[-."i'j-J·
1::.. 1 it o. __ ,_. Da:e
I SH~ET I
-
II AS BUILT"
RCE EXP.
REVIE'v/ED BY•
INSPECTOR
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING PLAN FOR:
DATE
DATE
I SH~TS I
ENERGY EFFICIENT MANAGEMENT
2732 CAZADERO DRIVE
APPROVED: DAVID A. HAUSER
DEPUTY CITY ENGINEER PE 33081 EXPIRES 6/30/10 DAlE
OWN BY: PROJECT NO. DRAWING NO. DAlE INlllAL DAlE INITIAL CHKD BY: PD 09-02 463-9A CllY APPROVAL RVWD BY: OlHER APPROVAL