HomeMy WebLinkAboutDWG 486-3A; PD 15-01; 1284 PINE AVENUE; 01-02GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS S[T OF PLANS.
2. APPROVAL OF THIS PLAN DO[S NOT L[SS[N 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 R[SPONSIBLt CHARGE SHALL
REVIS[ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE
FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE
PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCt OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST
HAVE A RATING OF "A-" OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER
AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEP ARA TE
PERMITS FROM THE BUILDING Off 4RTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND 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 .WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPR/A TE SHEET OF THE PLANS AND THE TITLE SHEET.
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 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 OUR/NG CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION
CURVES, SHALL Bf SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STAT[ OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH[ FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL Bf SUBMITTED TO TH[ CITY ENGINE[R/NG
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA T/ON REGARDING
ADHERENCE TO R[COMMENOA TIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL Bf DONE UNDER TH[ DIRECTION OF A PROFESSIONAL ENGINEER OF TH[
STATE 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: WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS ANO THE
" EARTHWORK SPECIF/CATIONS " A TT ACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SI TF PRIOR TO TH[
BEGINNING OF WORK AND SHAU RF ATTENDW BY All REPRFSENTATIVFS
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER
ASPECTS OF TH[ WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCT/ON
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. TH[ CONTRACTOR WILL THEN Bf
CONTACTED BY THE PROJECT INSPECTOR TO COOROINA TE A DATE ANO TIME FOR THE
PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETING.
15. Al I INSPFCTION RfOl!fSIS OTHW THAN FOR PRfCONSillUCTION MEETING WILL Bf
MADE BY CAil iNG THE [NG/NITRING 24 HOUR INSPECTION RfQIIEST IINE AT
(760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FJR TWO FULL WORK DAYS LATER.
16. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING
S/iORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANO REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR COOE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CiTY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CA V/NG GROUND DURING TH[
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING TH[ PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MOR[ IN DEPTH AND APPROVED BY TH[ CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THF SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8
CALIFORNIA AOM/NISTRA T/Vf CODE THE PLAN SHALL 8£ PREPARED BY A
REGISTERED FNGINEER AT THE CONTRACTORS EXPENSE. A COPY OF TH[ OSHA
EXCAVATION PERMIT MUST Bf SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF TH[ :°~HEDUL/NG OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION. OPERA T/ONS WILL CEASE IMMEOIA TEL Y. AND THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS.
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. ANO
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (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. ANO WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA T/ON.
23. 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 TH[ PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO 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 ANO CROSS SECTION. "THE SITE SHALL BE LfFT IN A NEAT AND
ORDERLY CONDITION.: ALL STONES, ROOTS OR OTHER DEBRIS SHALL Bf REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED ANO/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON TH[ 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
THIS PROJECT, DRAWING NO. ____ , AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
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 TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE: MANUAL TIME REQUIREMENTS.
30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF TH£
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 WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE Cl TY ENGINEER.
31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SIT[ SUFFIC/fNTL Y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH TH[ PROPOSED
WORK.
32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL (;OOROINATE TH[ WORK WITH A COMPANY REPRESENT A T/Vf.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (800)660-7343
PACIFIC BELL (800)892-0123
TIM[ WARNER CABLE (760)438-7741
COX COMMUN/CATIONS (760)806-9809
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980
"CITY OF CARLSBAO(SEWER, WATER & RECLAIMED WATER) (760)438-2722
"SAN 0/EGU/TO WATER DISTRICT (760)633-2650
'LEUCADIA WASTEWATER DISTRICT (760)753-0155
*VALLECITOS WATER DISTRICT (760)744-0460
'OL/VENHAIN WATER DISTRICT (760)753-6466
'BUENA SANITATION DISTRICT (760)726-1340
*AS APPROPRIATE
33. 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.8/
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
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/GA T/ON ARE INSTALLED IN CONFORMANCE WITH CITY
CODE ANO THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BU/LT 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
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
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) -REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
34. 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 WILL BE REQUIRED FOR
ANY SUCH RECHECK.
35. THE SOILS REPORT TITLED GEOTECHNICAL UPDATE (1284 PINE AVE) •
PREPARED BY WILLIAM C. HOBBS, SOUTH SHORE TESTING & ENVIRONMENTAi-DA TED
______ _,_M,,,A,..,Y-<c27<-,20.l5_, SHALL 8[ CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDA T/ONS ANO SPECIF/CA T/ONS 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 PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
'
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ADAM FISCHBACH AT
(760) 580-1986 (PHONE NUMBER)
2. EQUIPMENT ANO 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 T/ONS TO FAC/i.lTATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT TH[ APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION 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 OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE /NCORPORA TED 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 ENO OF EACH
WORKING DAY WHEN THE F/Vc (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERM/NATION 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 WITH SECTION 35.023 OF THE
EROSION AND SEDIMENT CONTROL 'HANDBOOK OF THE DEPARTMENT OF CONSERVA T/ON,
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING ANO /RR/GA TION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CA T/ONS ANO THE FOLLOWING:
A. HYDROSEEDING SHALL Bf 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 CONulTIONS
EXIST.·
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. /O[NTIFIED BY TH[ PARKS ANO RECREA T/ON DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYOROSEEOED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
2.
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 T/ON SPRINKLER HEADS PROVIDING 100%
COVERAGE.
b. GR[A TER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITA T/ON SPRINKLER HEADS
PROVIDING 100% COVERAGE.
AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TEO AS APPROVED BY THE CITY
[NG/NEER, PRIOR TO HYDROS[[O/NG. THE DEVELOPER SHALL SUBMIT A PROPOSED
SCHEME TO PROVIDE /RR/GA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL Bf
SPE,:IFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE
THE PROPOSED SYSTEM.
3. /RR/GA T/ON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYOROSEEDED GROWTH.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CA T/ONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY C. HYDROS[[DING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN: RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: KEVIN BRESNAHAN, CIVIL ENGINEER
ADDRESS: __ 4~0~4~M~l~NN'-"£"'S~O~TA'-'-'S""U-'-'ITE-"-'A"--------
DATE: Dl-c:>4.-k
REGISTRATION EXP/RATION DA TE: _ _,Jc,,U .. NE=....=3c,,O,_, -=2"--01c,6 __ _
SOILS ENGINEER'S CERTIFICATE
I, WILLIAM C. HOBBS • A REGISTERED (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 AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF
________ • 20 __ AND -=-=---==cc---=--~. 20 __ . TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDA TJONS, HAS BEEN SUBMITTED ~TO THE OFF.ICE OF THE CITY
[NGIN[[ CE /1----" -,~ ?1'-0c SS104; SIGNED· p-: v - -&,'v '1, . ~
,§' 't, G.E./P.E.~ R.C.E. 42265 !i \\1LLIAM HOBBS 1 DA TE: __ \~l~-1-,1 f..!.Zi'I.L,cic:!Yi,'..__ ________ _ ~ ~ J I No. C42265 LICENSE EXP/RATION DA TE: MARCH 31, 2016
-I< * u''1r, CI VI\.. '0'0?'
I: OF CALl'io'<'-OWNER'S CERTIFICATE
I ( WE ) HER[BY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY ,_,,u ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE. __,..-:;,
-------;,~.,,,,..__]illlloo'IIK~f~Vl~N~BR~E~S:;i2:;~-::-----_;0i::::;lli_L~DATEe____._...__
FOR 1284 PINE PARTNERS LLC
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY
flELD_ METHODS FROM INFORMA TIDN GA THEREO ON SEPT 30 -,&~J=U~/., Y 15
20-1l_ BY KEVIN BRESNAHAN CIVIi ENGINEER
TOPOGRAPHY SHOWN HEREON CONFORMS TO NA T/ONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
A.P.N. : 205-020-04
2.
3.
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CAL/FORNICA
d. 4 lbs. PER ACRE OF ACH/LLEA MILL[FOLIA
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OM/TT[O ON
LOCA T/ONS WHERE THE AREA BEING HYDROS[[O[D IS NOT VISIBLE
FROM EITHER A PUBLIC STREET OR RESIDENT/AL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING
OR BROADCASTING BEFORE HYOROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF
FOOD ANO A GR/CUL TUR£ CERT/FICA T/ON TAG A TT ACHED TO, OR
PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE
HYOROSEED 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 Bf SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST Bf
ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO TH[ SOIL.
FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15%
SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
D. AREAS TO B[ HYDROSE[O[D SHALL BE PREPARED PRIOR TO HYDROS[EDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
2.
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFF/CIENTL Y
FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b
ABOVE.
CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING TH[ SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALIN[ SOILS TO PROV/D[D VIABLE CONDITIONS FOR
GROWTH.
£. HYDROSEEOED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
THE PROJEC, IS PERMANENTLY LANDSCAPED OR. FDR AREAS WHER[ HYDROSEEOING IS THE
THE PERMANENT LANDSCAPING, UNTIL TH[ PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
VICINITY MAP
CITY OF OCEANSIDE
PACIFIC
OCEAN
OfESS1a
KEVIN PATRICK
BRESNAHAN
No. C59954
Exp. 6/30/16
7s
CITY OF VISTA
11-'" '<-0
CITY OF
-:,..----\4 SAN MARCOS
CITY OF ENCINITAS
ENGINEER OF
KEVIN P BRESNAHAN
PROFESSIONAL CIVIL ENGINEER
404 l1INNESOTA SUITE A
FALLBROOK, CA 92028
(951) 532-6371
WORK
WORK TO BE DONE
TH[ GRADING WORK SHALL CONSIST OF TH[ CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, · DRAINAGE FACIL/T/[S, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION 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/CATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH 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
3. THIS SET OF PLANS
4. RESOLUTION NO. N/A DA TED· _ _:_:N/'--'A-'----
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN
BOOK).
6. SOILS REPORT ANO RECOMMENOA T/ONS BY SOUTHSHOR[ fNG/NffRING TESTING ,& ENVIRONMENTAL
_____ DATED MAY 27, 2015
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY Bf MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED Nf!!
9. ENVIRONMENTAL APPROVAL DOCUMENTS CATERGORICAL EXEMP1/0N-SEC1/0N 15304 CLASS 4
10. STORM WATER POLLUTION PREVENTION PLAN PREPARED
BY KEVIN BRESNAHAN CIVIL ENGR. DATED JULY 28, 2015 (TIER II) (SW15-101)
WDID NO. 9 375 -~N~A ________ _
11. STORM WATER MANAGEMENT PLAN PREPARED BY N A DATED __ _.N=A,____ ____ _
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND
CAL TRANS CONSTRUCTION SITE BMP MAN~'AL.
LEGEND
DESCRIPTION DWG.NO.
BOUNDARY:
EXISTING CONTOUR:
PROPOSED CONTOUR:
DIRECTION OF DRAINAGE (1 % MINIMUM)
M.S.E, & SDRSD RET. \./ALL:
TOP OF \./ALL
TOP OF FOOTING
BOTTOM OF \./ALL
TOP OF BERM
S.D.R.S.D, C-2
SYMBOL QUANTITY
--65---
- -
107 L.F,
c1v11..
OF CALl'i
TOP OF GRATE
DATE:d•/1',(C INVERT ELEVATI □N
T\.I
TF
B\.I
TB
TG
IE
BENCH MARK
DESCRIPTION: CITY OF CARI SBAD VFRTICAI CONTROi NETWORK
LOCATION: POINT NUMBER: 120 STATION NAME: CLSB 120
RECORDED:_--cc==---------------
[LEVA TION: 176.554
REFERENCE DRAWINGS
TRACT MAP NO. 1744
TOTAL AREA OF DISTURBANCE:
7,900 SQUARE FEET
EARTHWORK QUANTITIES
CUT.· 57 CY
FILL: 57 CY
IMPORT: 0 CY
EXPORT: 0 CY
REMEDIAL: 972 CY
/1\
OATE INITIAL
DATUM: MSL NVGD 1929
ENGINEER OF WORK REVISION DESCRIPTION
CUT /FILL LINE
LIMITS OF GRADING
~
F
-----D----0---
A.C. TRENCH REPAIR CITY STD. GS-25 264 L.F.
DATE INITIAL
OTHER APPROVAL
DATE OF PREPARATION:
SEPTEMBER 1, 2013
OWNER :
1284 PINE PARTNERS LLC
1284 PINE A VENUE, CARLSBAD CA 92008
(760) 580-1986
LEGAL DESCRIPTION:
LOT 9 OF TRACT MAP NO. 1744
SITE ADDRESS:
1274 PINE AVENUE, CARLSBAD CA
NOT A PRIORITY DEVELOPMENT PROJECT
STANDARD STORM WATER REQUIREMENTS APPLY
11 AS BUILT"
-~~ 5-3"~£'
~P. 6"-3(::)-/6 DATE
REVIE\./ED Br v,~,~ . J_ , _ _£"\ 6'--,... 1!'. () \.b
Iti;PI CT □ DATE
I SHfET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
1284 PINE AVENUE
TITLE SHEET
APPR0~'1~LDERT f•z,,6, l6
"'ITTYENGI NEER PE 63912 EXPIRES 9 /30 /16 DATE
OWN BY: ~EB
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PROJECT NO.
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DRAWING NO. DATE INITIAL CHKD BY: KPB
CITY APPROVAL RVWD BY: ))Ell PD15'-01 486-3A
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RETAINING WALL KEY EXTENSION DETAIL -
SCALE= 1/2'=1' HORZ., 1/2'=1' VERT.
,,, .. ~ "' 'ti
°' No. C42265
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(" OF CAl..\'fO
W.C. HOBBS CONSULTANT ENGINEER
JJ892COPPERLANTERNUNITA FOR WALL DESIGN ONLY .
DANA POINT CA 92629
951.660-9800
RCE 59954
(95/) 552-651/ EXP. 6/50/20/6
TYPICAL SECTIQ~: PINE AVE
SCALE= 1'=10' HORZ., 1'=1' VERT.
~ ~ 10' ± 7 10' ±. :t t. 7 SHOULDER -
SHOULDER L 13'± A.C. 13'± A.C _t (EARTHERN)
(EARTHERN) -DRIVELANE DRIVELANE
7' AC. ~~?"f:rl~~-.:=-7' A.C. 1----~t 2?. ±c,> S\,/ALE ~ '<_, 2.% ± 2?. ;tc,> S\,/ALE <~ 2.1/. ±
30' HALF
\,/IDTH
0.25' TD 0.5'
DEEP S\,/ALE
60' RIGHT OF v/AY
PINE AVENUE
ADJACENT I
PROPERTY l
PROPOSED GRADE
2:/ MAX
't
l .. " -
ONS!TE SOIL BACKFIL~
12" MIN DEPTH
GRANUALR SOit l.3I
BACKFILL 0.33'
SITE PROPOSED WALL
PER SDRSD C-2
1/2.63 T. W.
/08.63 T.F.
I.
I CU. FT GRAVEL PER L .F .. --:.-111,'-=··•c!!··~!;-!Q,lff; 7 :c .. '
AROUND 4" PERF. DRAIN PIPE
PROPOSED GRADE
IN SOCK, OUTLET EVERY 50 FT
* EXISTING WALL REMOVED BY RECENT DEMOLITION
SECTION A3-A3'
ADJACENT
I 1, .• ;J ! v PROPERTY
PROPOSED GRADES
Z:/ MAX
ONSITE SOIL BACKFILL
12" MIN DEPTH
SCALE: /"c4'
SITE
EXISTING WALL 8 PROPOSED WALL KEY.PER
RETAINING WALL.KEY EXT. DETAIL THIS SHEET.
113.55 T. W.
••• 107. 97 T.F.
·.,
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'EXISTING WALL REMOVED BY RECENT DEMOLITION
SECTION A2-A2'
SCALE: /"0 4'
5
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GRAPHIC SCALE
10
2i° I
( IN FEET. )
1 inch = 10 ft.
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40
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BEGIN R-\,/AUL PER DETAIL L
NOTE, SEE LETTER OF PERMISSION
DATED JAN. 4 2016 BY ARMAND □ 8. DORA DANNA
PERMIITNG GRADING FDR 1.'ALL C□NSTRUCTI □ N □FF-SITE.
112.63 T\,//\0[)',97 TF
!
END R-\,/ALL PER DEliAIL
EX. \,/ALL REMOVED
BY RECENT SITE DEM□LITI□N BEGIN SDRSD C-2
113.97 J\,//110.63 T.F. \ i ._,; ':fl 113.30 T\,/ /107.97 TF
4' PERF PVC DRAIN~-
10 a: .-E.S ,,. ·. :'.. . .... · ::.·,, .M~.c, ),/.fl,l;.k,, "·, i---=•· ==:r;·· ·,
~
• ADV h<EY\./AY TD EXISTING 52± L.F. OF RETAINING \./ALL
tR' C4LCULATI□NS AND SP.ECIFICATI□NS IN LETTER REPORT BY
· 1 I : j/ BILL HOBBS RCE DATED n □VEMBER 25, 2015
) · 1·•.:· 1',. SEE DETAIL ON THIS SHEET
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10 .23 F
.13 FG
11
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-· L!MIIS" ilF .
GRADING
107
<0 1% MJN.
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C
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105.90 Fl
210.34'
105.70 Fl
KEVIN PA TRICK
I
112.6:YT \,/.(S)
07:97 T.F.(N)
. BB..63 T.F.(Sl
DRAIN OUTLET
109.00 I.E.
D --
I
2.51[ FILL
•'
113.97 T.\,/.(S) .; .
112.63 T,\,/,(N) •'.;!
n I 10&f?3 T.F.(N) .//
110.63. T.F.(S) "·! z •
3' MAX, EXPD~JJ • • \
\,/ALL '(ACE: 1 20' ...,,......_.
h • • • • uR'~··.· •□u'-tt'f:¥"1
111.00 E
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105.50 Fl
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1
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.
ENGINEER OF WORK
BRESNAHAN I ~
No. C59954
KEVIN P BRESNAHAN
PROFESSIONAL CIVIL ENGINEER
303/ RIDGE CREEK DRIVE
FALLBROOK, CA 92028
(95/) 532-6371
Exp. 6 /30 /16
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DATE.
/08. IF. G. /%
MIN.
'/'//),• ···/%. ,(__ 101.lF.L. Tff(o~~BER/1 108.7 T.B.
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l----+--l------+---~----~-+---+---+-~-+----1 I SHE2ET I CITY OF CARLSBAD I SHE2E.TS I
~==:...':::=:::=E:=N:=G=:IN::::E::::E:::R::::IN=:G=:::'D=:E=:P=A::::R:::::T:::::M:=E:::::N=T==:::1.'::=::::::::~
GRADING PLANS FOR I CU. FT GRAVEL PER L.F.
AROUND 4" PERF. DRAIN PIPE
IN SOCK, OUTLET EVERY 50 FT L_ 8 RECOMPACT (VERIFY WITH SOILS ENGR.) i----
----L ------------------------------4.0'/1INIMUMKEYWAYDEPTH
NOTE: THE SOIL SUITABILITY TO SUPPORT THE EXISTING WALL
SHALL BE TESTED WHEN FOOTING IS RECONSTRUCTED. IF THE
SOIL IS UNSUITABLE, THE WALL SHALL BE DEMOLISHED AND
RECONSTRUCTED OVER SUITABLE MATERIAL.
. L_ _ _J __ _J
15' MINIMUM KEYWAY WIDTH
1
DATE INITIAL
ENGINEER OF WORK
DATE INITIAL DATE INITIAL
REI ISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
1284 PINE AVENUE
APPROVED: J
DWN BY1 KPB
CHKD BY: KPB
RVWD BYc i)lf~
PROJECT NO.
PD15-01
DRAWING NO.
486-3A
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