HomeMy WebLinkAboutDWG 479-3A; MS 13-02; KING PROPERTY-BUENA VISTA COLONY; 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 REGAROING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LIS7FJJ HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE 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
DISCOVERED 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 W!LL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CER11FICA TE OF INSURANCE AS WE'LL 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
OCCURRANCE OF LIABILITY. 1HE INSURANCE COMPANY WRITING 1HE PQLICY MUST
HA VE A RA TING OF "A-• OR BETTER AND A SIZE .CATEGORY OF CLASS V OR BETTER
AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION JD1.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTS/OE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL. ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
::KaEf~ J~t{lJfg A4g !E ,t,fi°!R~~NgNlfR:/!/ iiA~°ii~1'!J'1~WJ'ri~·s PERM1ss10N
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED W!THIN THE REVISION BLOCK, ON THE
APPROPRIATE 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 DRAW!NG 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 OTHE;R EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL 11MES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SU/ilMARY SHEET, (B) 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 WILL BE SUBMITTED TO THE CITY ENGINEER/NG
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
1J. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA 110N REGARDING
ADHERENCE TO RECOMMENDA 110NS 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 WITH •. THE CITY OF CARLSBAD STANDARD .S/>ECIFICA 110NS AND THE
" EARTHWORK SPECIF/CA 110NS • ATTACHED TO THE PRELIMINARY SOILS
INVES11GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
11. A PRECQNSTRUCTION MEFTING SHALL BF HEI Q AT TI-IE SITE PR/OR TO TI-IE
BEGINNING . Of WORK AND SHAU BE A TTENQEQ BY All REPR£5ENTA VYE:5
RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TESTING AND ALL OTHER
ASPEC7S OF 1HE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION
MEETING BY CALLING THE INSPECTION LINE AT (760) 4JB-J891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE
PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE A VA/LABLE PRIOR TO
SCHEDUI.ING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. .
15. Al I INSPECTION RfDl./fSIS OTHER THAN FOR PRECONSTRUCTIQN MEETING l'd/L BE
MAQF RY CAlf ING TI-IE ENGJNffRING 24--H0IIR INSPECTION RFDllfST I INF AT
(760) 4JB-"J891. /NSPfCTION REQUFST MUST BF RFCFIVFQ PRIOR TO 2: QQ PM
ON THE DAY BfFORE THE INSPECTION IS NEEDED. INSPECTIONS W!LL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 0(( P.M. W,LL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STA TE Ai.J FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG
A DETAIL PLAN TC 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 CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA T/ON
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVA 110N. IF 1HE Pl AN VAR[FS FROM THf SHORING SYSTfM
;TANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRA VY£ COQF. 1Hf PLAN SHALL BE PRFPARFQ BY A
RfGISTERFQ ENG/NffR AT _TI-IE CONTRACTORS EXPFNSE, A COPY OF THE OSHA
EXCAVA T/ON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA \IA 110N.
111. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
~JtJ,1E~L[R,?f Aafiltcf1b} ~ ~~~ttftJGsg~MJiiflJf,W~A {tftfs. BLASTING
1 ~-IF ANY ARCHAEOLOGICAL RFSOURCES ARE DISCOVERFD WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERA VONS r,!LL CEASE !MMfQ/A Ifl't'. AND THE
PERMiTTEE WILL NOTIFY 1HE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERA TIDNS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, ) REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
~~1ifffft~~5,t~:rM:I'tt°trSff,Y,friON TOEQU1ifrM~fRttt tt~cm-1~~ 0:/!~1Aiig
SUNSEJ EACH DAY. MONDAY THRU _FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
/-IOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPAR1MENT COUNTER.) .,
21. ALL Off SITE HAUL RQUTFS SHAU BF SUBMIUFQ BY THE CON7RACTOR TQ 1HE
C/1Y ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATER/AL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TI-IE CONTRACTOR
SHALL BF RfSPONSIBLE FOR ANY DEBRIS QR DAMAGE OCCURRING ALONG 1HE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. .
2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE m BE REMOVED UNLESS SPECIFICALLY 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 AND 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 SLOPES SHALL BE_ IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
1 WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO . GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
3022\GPLAN_07-21-14
-I -------I
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED PROJECT LOCATION
BY THE CITY _OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR .
THIS PROJECT, DRAWING NO. NIA , AND/OR AS DIRECTED BY THE CITY THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
ENGINEER OR PLANNING DIRECTOR. 156-142-40
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTOR;S SHALL COORDINATE THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
THE WORK OF THESE GRADING PLANS WITH THAT SHOWl'J ON BOTH THE LANDSCAPE N 364 E 1667
AND /RR/GA T/ON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. EROSION CONTROL NOTES
JD. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,J50. FOR PR/VA TE STORM DRAIN PIPES. UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4"
ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD J0J4 FOR
SOR J5 SOLID WALL PIP£
JI. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF .THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWl;NTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH I PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ---~B=IL=L~K=IN=G"----1T
(760) 4JB-885D (PHONE NUMBER)
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
11MES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCT/ON OF TEMPORARY
DEVICES WHEN RAIN IS EMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE 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. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ) I 5. ABOVE GROUND AND UNDER GROUND WITHIN THE PROJECT. SITE sumc/ENTL y THE CONTRACTOR SHALL INSTALL, ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED I BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
AHEAD OF GRADING TO PERM/ T THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCA T/ONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STAR11NG GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK W!TH A COMPANY REPRESENTATIVE. I.
UNDERGROUND SERVICE ALERT (BOD)422-41JJ
SDG&E (800)660-7J4J
AT&T (800)892-0123
TIME WARNER CABLE (76d)4JB-7741
COX COMMUN/CATIONS (760)806-9809
CITY OF CARLSBAD(STREETS .& STORM DRAIN) (760~4J4-2980
'CITY OF CARLSBAD(SEWE'R, lf(A TER & RECLAIMED WATER) (760 4JB--'2722
'SAN DIEGUITO WATER DISTR/CT (760 6JJ--'265D
'I.EUCADIA WASTEWATER DISTRICT (760~75J-0155
"VALLECITOS WATER DISTRICT (760 744-0460
"OLIVENHA/N WATER DISTRICT (760 75J-6466
'BUENA SANITATION DISTRICT (760 726-1J4D
•AS APPROPRIATE. ·
J4. PERMIT COMPLIANCE REQUIREMENTS:
A. f; TROLLED GRAD/ -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.
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 AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPAR1MENT).
(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, 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 AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN: IF REQUIRED BY THE
CITY.
, J5. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED W!THIN 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.
J6. THE SOILS REPORT TITLED GEO TECHNICAL UPDATE & PLAN REVIEW PROPOSED
PARCEL MAP RESIDENTIAL LOT TPM 1,3-02 PREPARED BY
GEOTEK, INC. , DA TED FEB J 2014 SHALL BE CONSIDERED
AS A PART OF THIS GRADIN,G PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE
WITH THE RECOMMENDATIONS AND SPEC/FICA TIONS CONTAINED IN SAID SOILS REPORT.
J7. IN ACCORDANCE WITH THE CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUC1FJJ BY
THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGES
DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER.
"DECLARATION OF RESPONSIBLE CHARGE"
I · HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARD.DUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORA 1FJJ HEREON.
' I 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 PROTECTIV£ DEVICES SHOWN SHALL BE IN PLACE AT THE END OF 1EACH
I WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
, PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
' . . 10 •. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 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 WITH SECTION J5.02J OF THE
EROSION AND SEDIMENT CONtROL HANDBOOK OF THE DEPAR1MENT OF CONSERVA 110N,
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
I PLANTING AND IRRIGATION
ALL PERMANENT AND kMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CA 110NS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN
THEY ARE:
2.
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A
PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
AREAS GRADED Fl.A TTER THAN 6: 1 WHEN ANY OF THE FOLLOWING _CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPRO'IEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. .
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC. '
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREA 1MENT.
8. HYDROSEEDED AREAS SHALL BE /RR/GA 1FJJ IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
2.
J.
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HANO
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL
SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100"
COVERAGE.
b. GREATER THAN B FEET .IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIP/TA T/ON SPRINKLER HEADS
PROVIDING 100% COVERAGE
AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEED/NG. THE DEVELOPER SHALL SUBMIT A PROPOSED
SCHEME TO PROVIDE /RR/GA 110N TO THE CITY ENGINEER. THE PROPOSAL SHALL BE
SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE
THE PROPOSED SYSTEM.
/RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE. AND IHA T THE DESIGN IS
, CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPEC/FICA 110NS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER · OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: THE SEA BRIGHT COMPANY
ADDRESS: 4,322 SEA BRIGHT PLACE
CITY, STA TE: CARLSBAD. CA 92008
TELEPHONE· {760) 720-0098 +
BY: ROBERT a: SUKUP R'p-<~ct e. SJ/).,l~ATE:
R.C.E. N0.:~2B=J~0_2_---:-----,~::,--=------
REGISTRATION EXPIRATION DATE:~D=J/.~J~1/~1~6---~-
SOILS ENGINEER'S CERTIFICATE
SIGNED:
G.E./P
EXP/RATION DA TE:
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL
ITJEQ_ METHODS FROM INFORMATION GATHERED ON JULY 2
2Q!M. BY ,
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS. FIELD CONTROL PROVIDED BY WALTERS LAND
SURVEYING.
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
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 CAL/FORMICA
d. 4 lbs. PER ACRE OF ACH/LLEA MILLEFOLIA e. J 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/T7FJJ ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE
FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSEC110N MUST BE INOCUI.ATED WITH A
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING
OR BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MA TER/ALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF
FOOD AND AGRICUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR
PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOX/C WE'mNG AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT THE 0/SCRETION 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. WI-IEN 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 SULFA TE, 16-20-D, WITH 15%
SULPHUR APPLIED 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 COMB/NA 110N OF:
2.
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE sumc/ENTL 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 THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SATURATED SEED BED. .
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUS1MENT, 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 WHERE HYDROSEEDING IS THE
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
SITE
BUENA VISTA ·
VICINITY MAP
NO SCALE
OWNER'S CERTIFICATE
N
I
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
PLANnNG OF P£RMANE:NT LANDSCAPING AND PREPARA noN OF AS-BUILT GRADING PLANS,
AS-BUILT G£0LOGIC MAPS AND REPORTS, ALL AS SHOWN OR R£QU/RED ON THIS S£T
OF PLANS AND THE CITY STANDARDS,' SPECIFICATIONS, 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
J. THIS SET OF PLANS
4. APPROVAL LETTER NO. MS 1J-D2 DA TED JANUARY 2J, 2014
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY_· ~G~E_O~TEK.,....~IN_C. ___ ~_
____ DA TED 11/19/2004 AND 02/0J/2014
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED NA
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA 1FJJ EXEMPT (MINOR SUBDIVISION)
10. STORM WATER POLLUTION PREVENTION PLAN (TIER 2) PREPARED
BY ROBERT SUKUP DA 7FJJ 6/6/14
WDID NO. 9 J75 ___________ _
11. STORM WATER MANAGEMENT PLAN PREPARED BY N A DA1FJJ ________ _
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
LEGEND
DESCRIPTION DWG.NO. SYMBOL QUANTITY
BLOCK DROP STRUCTURES
--I ( WE ) HEREBY CERTIFY Tl-IA T A REGISTERED SOILS E:NGINEER OR
GEOLOGIST HAS BEEN OR IWLL BE RETAINED TO SUPERVISE 0\/ER-ALL
GRADING ACTIVITY A D ADVISE ON THE COMPACTION AND STABILITY OF
4 • SCHEDULE 40 PVC DRAIN --
0
.& 0 l.F.
.&OLF.
THIS SITE.
IWLLIAM J. KING AND ROBIN L. KING,
TRUSTEES OF THE KING COMMUNITY TRUST
DA TED F[BRUARY 27, 1996 AS TO AN
UNDIVIDED 50% INTEREST AND KING FAMILY
IN\IESTMENTS, LLC AS TO AN UNDIVIDED
5D% INTEREST AS TENANTS IN COMMON
DATE
5120 AVENIDA ENCINAS, STE 100, CARLSBAD, CA 92008
(760) 4J8-8850
BENCH MARK
DESCRIPTION: SPIKE ON TOP OF CURB
LOCA T/ON: CENTER OF NE CURB RETURN. CORNER OF
KNOWLES AND GREGORY
RECORDED: CITY OF CARLSBAD BENCH MARK FILE
£LEVA TION: 94. 78 MSL DA TUM: NGVD 29
CONTOUR INTERVAL: 1 FOOT
REFERENCE DRAWINGS
IMP DWG #479-3
EARTHWORK QUANTITIES
cuf: _____ 1,450 CY
FILL:-----1,450 CY
IMPORT:----0 CY
EXPORT:----D CY
REMEDIAL:----2,200 CY
LEGAL DESCRIPTION
PORTION OF LOT J, MAP NO. 2169
RECORDED AUGUST 1J, 1929
STAND PIPE IN BIO BASIN
DRAIN BOX 9"X9" BY NDS
OR GRATE INSERTS
RIP RAP (#2 BACKING)
GRAVEL (1" TO 1.5")
FILL SLOPE
CUT SLOPE
CUT/Fill DAYLIGHT LINE
PROJECT Pl
DETAIL SHT 2
SDRSD D-40
& E.l.EC,ll\C.., G.a.~. 1V ~-reLe;.
'Tfl,E."' C. i-\
l
4 EA.
□
.&,OS.F.
,&O S.F.
f,OOS.F. ,.
' ' V V
C
F
GRADING < 1 ACRE FOR THIS PLAN "AS BUILT"
SUSllP PROJEC? PRIORITY
TIER 2 -HIGH THREAT
STANDARD PROJ~CT (NON PRIORITY)
~~ RCE 2&302-~
REVIEWED BY1
U'l) a'\
TOR()
DATE
. /1· 1'6 ·IS
DATE
l-----'-l----+-----------,+---+----11-''--+---1 I SH1EET I CITY OF CARLSBAD I SHE2ETS I . ENGINEERING DEPARTMENT
~G;;RAD:::;:;:IN~G..'.:P;;LAN;:;:;;::;;FO;;;R:;;:·========::=:..:::===;
"ll311'5' Roe;, 11, AS Blll I..,-
QA TE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
I
I
KING PROPERTY
1600 BUENA VISTA WAY
APPROVW: 1/ ALL ,-. . GLEN K. V~N_ · /PESKI
.:I{,,. r1 , .v.r;:r; rv~ q I J~ IL/
ENGINEERNG MANAGER PE 41204 EXPIRES 3/31/15 I D n:
DWN BY: K P.s
CHKD BY: RVWD BY: -,Q""6ell(t;-r--
PROJECT NO.
MS 13~02
DRAWING NO.'
479-3A
l
EXISTING WALL
EXPOSED HT.
VARIES .,,--EXISTING 2%
I' GRADE
OWN
SECTION D-D I
8:' BLOCK
1'X1' OF
GRAVEL
EXISTING WALL
NDSCAP
AREA
D
WIDTH VARIES
DEPENDING
ON GRADE
PLAN VIEW
ELEVATION
8" BLOCK EVERY
5" DROP IN ELEV. it_
6'±
NORTH EDGE
OF DRIVEWAY
PARCEL 1 DRIVEWAY DRAINAGE DETAIL /
\
I
\
' \ --~-·--~ ··'1·········· .
PAD
i .... , l
3:1
SECTION F-F
BIOBASIN INLET DETAIL
3022\GPLAN_07-21-14
\'I
\ "·' ,•.; .,-(
' X
\
GRAVEL
ENERGY
DISSIPATER
18" ENG. SOIL
12" GRAVEL
-,-----
-i '
' ' '
R/W
~
'··' PAD
SECTION. E-E
'
I ' • '; ,' ' '... . \. I . ,
', ' \ \ : '; \1 1,. l
N01'
SEE DRAINAGE~~ l~'SiAU-ED
'DETAIL ABOVE . -' '~
OWNS TO BE------...__
3" AC/3" BASE, ,
OR 5" CONC '' . (TYP) ,
,.,
"\. \
'
'· ',
\
•,
1\ I\}\
' PARCEL 2.
PAD ,= 164;0 ·" '
,/!
\ '.>',· \,\
~\. -ii\ I_.,.'•
~\_ .:"' \-,.,,
' \, . ,,. \/
I ,I/ 0.
, ' -, ....
. PARCEL 1
PAD = 1 4,0
' •. \
\
I\.,_. ~ '
SLOPE
• '
R/W
2'
. i\
\,
. ·-' .,,, l\
' \ (, '
. \' ! ' .
POP UP OVERFLOW
BY NDS IF 3" PIPE
', • •
IS OVERLOADED PAD
~tt=~-==~c!'c Ul'I f\)TOll.€
4" TO 3" TRANSITION
~ -'----' LOT OE\/Gl,()Pr,,11!;,JT)
~ 3" D-27
DRAIN PIPE
POP UP RELIEF GRATE
\
' --
BERM DETAIL
\ \ ',:
\
COMPACTED
BERM
· . ,, 18" OF ENG. SOIL *'___J~-,-.,......,,_,,
1MPEit1ous1 !LIN~R T01 BE .
~!N. 20 MIL PE OR PVC
INSTALLED PER MANFCT. SPEC.
12" OF 1 " GRAVEL
4" SCH. 40 PVC
STANDPIPE W/
GRATE INLET INSERT
4" SCH. 40 PVC
PERF PIPE ALONG
LENGTH OF BASIN
WITH A 4" OUTLET
BIORETENTION BASIN DETAIL
'
• ENGINEERED SOIL
50-60% SAND
20-30% COMPOST
20-30% TOP SOIL
NO MORE THAN 5% CLAY ALLOWED
NO GRA\l~L OR. 8N61Ne.8RE.D Sb\L. '"" s, A~e:c A, \?.O\lG+\ G~t,,oe,
\ 9-~SINS f>(t~ PU<=. ~\Ji A~i;
·,\ 'l:, t'\JNG'l'IONJ~(;, AS Ofi.&ILii~G,
. Bi\S\NS'. S◊IL ~GRA\JEL AR.-.£
·.\· 0 SE. il-lSTALL!o:O Ali. L,OT5
. :'\IE. L.Ol",
'' \\
'.\\,
' ' N ,, ', '\1 ' '
18" R.;_C.P.
\
\
\
\
\
I" = 201
40' 60'
(E)
R/W
>-
50'
30'
(PREVIOUS) (E)
60' R/W R/W
t 30'
:r:: 1 0' 20' " 1"1DTH VARIES 0::-~---+-o---------i-==-'-'=""-----1 5' TO 20'
" z F VI x "'
(E)
R/W
1 '-EX. ASPHALT
\ EXISTING TYPE "G"
CURB & GUTTER
EXISTING 5' SIDEWALK
ARLAND R□AD
SECTION A-A
NOT TO SCALE
55'
45'
R/W PER
DOC, NO. 2014-0077345
REC. 2/26/14
(PREVIOUS) (E)
R/W R/W
>-25' t 30' ;ii-----=---------------+---
~
t-
i§
QC
" z I;;
~
(E)
R/W
WIDTH VARIES
9.8' TO 10.9'
20'
WIDTH~ ,
VARIES H
1 o·
EX.'-EX.
EDGE OF
PAVEMENT
ASPHALT
4" AC OVER
6" AB •
PROPOSED 4"
PCC SIDEWALK
6" PCC
CURB & GUTTER •
R/W PER BUENA VISTA VAY
SECTION B-B DOC, NO. 2014-0077345
REC. 2/26 /14
• STREET IMP PER DWG 479-3
56'
/ EXISTING AC BERM
/ TOBEREM •
"--EX, ASPHALT--...,/
GRIND 1.5" OFF AC FROM EX
SAW CUT LINE TO CL .
AND PAVE W/ NEW AC • CURB & GUTTER
4" AC OVER
6" AB MINIMUM •
6" P.C.C. CURB
AND GUTTER • JAMES DRIVE
SECTION C-C
(E)
R/W
• STREET IMP PER DWG 479-3
NOTE: ALL PAD DRAINAGE SHALL BE 1% MIN
KING PROPERTY
1600 BUENA VISTA WAY
A PROVEl,Y. / /J GLEN K. Vftl f1ESKI ~~ ,,~~!!.L,1/LJ;IJ!,.!!,'. '7/IJ/I'/
l--:-T!!"T:-::i=-::-=:-+,.-----.--:::-c::-c:-,:-:-a:;----------1---+-,-~l---+----I ~EERlm: MANAGER PE 41204 EXPIRES 3/31 /15 7 DA'TE
"113115' 17,(}S /1\ Ac. 12.IIIL T DWN BY: KP s
DAlE INITIAL DATE INITIAL DATE INITIAL CHKD BY:· .. _ ...... -
REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: fief: ENGINEER OF WORK
PROJECT NO.
MS 13-02
DRAWING NO.
479-3A
l t
' ' l ,.
I
____ , --
ti:..~