HomeMy WebLinkAboutDWG 429-2A; CT 04-09; LA COSTA GREENS NEIGHBORHOOD 1.17; 01-09GRADING NOTES
(IN ADDlnON TO THE REQUIREMENTS OF CHAPTER I 1.Q6 0 THE
CARLSBAD MUNICIPAL CODE.)
I. THIS Pl.AN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APP :t O fJY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SU OF f'LANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WA/VI: ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDlnONAL DOCUMENTS LISTED HER ON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBL CHARGE SHALL
REVISE THESE Pl.ANS WHEN NON-CONFORMANCE IS DISCOVER 0.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRO S AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL Pl.AN REVISIONS S LL BE PROMPTl Y
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF -WAY PERMIT FROM THE CITY ENGINEER WILL BE [QUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF ~A Y. PRIOR TO PE MIT ISSUANCE, A
CERT/FICA.TE OF INSURANCE 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 fACH OCCURRENCE OF LIABILITY. THE 1/NSURANC M
T. A Ti • -•
TE! OR T, H S
5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UN/FOR BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY £QUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE IEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS fJY THE CITY ENGINEER DOES N T AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY WNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS B ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE Pl.ANS WITHOUT THE ITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEU OF THE PLANS AND THE TITLE SHEU.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED fJY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-
fJY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE 0
CITY.
/LT CONDITIONS
THE WORK BY THE
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL
Tl-IE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON.
E MAINTAINED TO
PORT COMPRISED 12. WHERE TRENCHES ARE WIT/-1/N CITY EASEMENTS, A SOILS
OF: (A) SUMMARY SHEET. (B) LABORATORY WORK SHEETS AN
CURVES, SHALL BE SUBMITTED fJY A PROFESSIONAL ENG/NEE
O\LIFORNIA. PRINCIPALLY DOING BUSINESS IN Tl-IE FIELD OF
MECIWIICS. THE SOILS REPORT WILL BE SUBMITTED TO THE
INSPECTOR WIT/-1/N TWO WORKING MYS OF Tl-IE COMPLETION
(C) COMPACTION
OF THE STA TE OF
PLIED SOILS
TY ENGINEERING
F FIUD TESTS.
I J. A SOILS COMPACTION REPORT AND COMPLIANCE VER/Fl T/ON REGARDING
H.
ADHERENCE TO RECOMMENMTIONS OUnJNED IN Tl-IE SOILS R RT IS REQUIRED
PRIOR TO Tl-IE ISSUANCE OF A BUILDING PERMIT. ALL CO TROLLED GRADING
SHALL BE DONE UNDER Tl-IE DIRECTION OF A PROFESSIONAL ENGINEER OF Tl-IE
STATE OF OILIFORNIA PRINCIPALLY DOING BUSINESS IN Tl-IE ELD OF APPLIED
SOILS MEG/WI/CS. ALL FILL OR FUTURE FILL AR[AS SHALL B CONSTRUCTED IN
ACCORDANCE WIT/-/ Tl-IE CITY OF CARLSBAD STANDARD SPEC/Flf:ATIONS AND THE
" EARTHWORK SPECIFICATIONS " ATTACHED TO THE £LIM/NARY SOILS
INVESTIGATION. MILY FIUD COMPACTION REPORTS WILL BE S BMITTED TO THE
PROJECT INSPECTOR.
BEGIN NI O """------"'---'1!..LI. .!lll,d...._lil._--"'"';._____( £SENTA
RESPQNSJBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
QTHER ASPECTS OF THE WORK, THE CONTRACTOR SHALL SC DUL£ Tl-IE MEETING
fJY CA.LL/NG (760) 438-3891 AT LEAST FNE (5) RKING MYS
PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWi S MUST BE
AVAILABLE PRIOR TO SCHEDULING. Tl-IE GRADING PERMIT WIL BE PROVIDED BY
Tl-IE PROJECT INSPECTOR AT THE MEUING.
15. ALL INSPECT/0 RE U£ R
.Mt ~!!E-.~ R INSPE TION RE UES
6 -JB I .INS £CTI N RE U£ B IO Ti 2: P.
ON n-lE DAY BEFORE THE INSPfCTIQN IS NEEDED, INSPECTIO S WILL BE MADE
Tl-IE NEXT WORK MY UNLESS YOU REQUEST OTHERWISE. R ESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK MYS ~TER.
16. THE OWNER AND/OR APPL/CA.NT THROUGH THE DEVELOPER JAND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL S4FETY D CES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFOR ING TO ALL LOCAL,
STATE AND FEDERAL S4FETY AND HfALT/-1 STANDARDS, LAWS D REGULATIONS.
17. Tl-IE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 705 fJY SUBMlmNG
A DUAIL PLAN TO THE CITY ENGINEER AND/OR CONCERN£ AGENCY SHOWING
Tl-IE DESIGN OF SHORING, BRACING SLOPING OR OTI-IER PRO SIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVIN GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING TH PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FM Fm (5; OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF TH V. I S RING S
7l-l CON TR CT; ON £TY ORDERS Tl
CALI DI/ COD£ R £ BY
.B@S_TEREQ ENGINEER AT THE CONTRACTORS EXPENSE, A PY OF THE OSHA g:~~~H8~. PERMIT MUST BE SUBMITTED TO Tl-IE IN PECTOR PRIOR TO
t 8. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLAS TIN PERMIT HAS BEEN
OBTAINED FROM Tl-IE CITY OF CARLSBAD. SUBMIT APPL/CA N FOR BLASTING
PERMIT WELL IN ADVANCE OF Tl-IE SCHEDULING OF BLASTING OPERATIONS.
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WIL
UNTIL Tl-IE PERM/TT££ HAS RECEMD WRITTEN AUTHORITY
ENGINEER TO DO SO.
WORK
Y. ANO Tl-IE
NOT RESTART
FROM Tl-/£ CITY
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT [THERUO, INCLUDING
WARMING UP, REPAIR, ARRNAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO Tl-IE PERIOD B~EN 7:00 A.M. ANO
SUNSU fACH MY, MONMY THRU FR/MY ANO NO EAR MOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOU YS. (A LIST OF CITY
HOL/MYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT C NTER.)
S LL B SUB ITTEO fJY Tl-IE NTRACTO
2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE ARfA TO BE G . ARE
TO BE REMOVED UNLESS SPECIFIO\LLY NOTED ON THE PLAN
24. ALL ARfAS SHALL BE GRADEO TO DRAIN.GRADING RESULTING THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCH· SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE Pl.ANS ARE SUBJECT TO A SIGNED ANO APPROVE SU OF EROSION
CONTROL Pl.ANS. EROSION CONTROL SHALL BE AS SHOWN D AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY Tl-IE PROJECT /NSP CTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO P UC£ A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LE IN A NfAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
ANO DISPOSED OF AT A SITE APPROVED OF fJY Tl-IE CITY /NEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED ANDj, R 1/YDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN fACH SLOPE IS ROUGHT TO GRADE
AS SHOWN ON Tl-IE APPROVED GRADING PLANS.
28. LANDSOIPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSOIPE MANUAL. THE LANO CA.PING Pl.ANS FOR
T/-1/S PROJECT, DRAWING NO. 429-2L, ANO/OR AS DIRECTED BY Tl-IE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPL/CA.NT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSOIPE
AND IRRIGATION 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 CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRNATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEU AND BACKFILLED WITH J/4"
ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD JOJ4 FOR
SOR J5 SOLID WALL PIPE.
JI. WHERE AN EXISTING PIPE UN£ IS TO Bf ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY Fm OF BUILDING
OR STREU AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRUE OR REMOVED AS APPROVED fJY
THE CITY ENGINEER.
J2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE sumCIENTlY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTl/AL LOCATIONS ARE IN CONf1.JCT WITH THE PROPOSED
WORK.
JJ. THE CONTRACTOR SHALL NOTIFY AITTCT£D UTILITY COMPANIES (SEE BELOW) AT
LfAST 2 FULL WORKING MYS PRIOR TO STARTING GRADING NEAR THEIR
FAC/LlnES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATM.
UNDERGROUND SERVICE ALERT
SOG&E
PACIFIC BELL
ADELPHIA CA.BL£ COMMUN/0\T/ONS
CITY OF CARLSBAD(STREETS & STORM DRAIN)
CARLSBAD MUNICIPAL WATER DISTRICT
LEUO\DIA WASTE WATER DISTRICT
J4. PERMIT COMPLIANCE REQUIREMENTS:
800) 422-4 IJJ
800) 660-7 J43
BOO~ 892-0123 760 438-7741
760 434-2980
760 438-2722
760) 75J-0 I 55
A. FOR CONTROLLED GRADING-Tl-IE APPL/CA.NT HIRES A CML ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GM TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120.8/
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL Af'PRQVAL OF A GRADING PERMIT THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {15.16.120.9&10/ CARLSBAD MUNICIPAL CODE:
(I) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
COO£ ANO Tl-IE APPROVED Pl.ANS (OBTAIN SAMPLE OF COMPLIANCE
LUTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING Pl.AN.
(J) REPORT FROM Tl-IE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CA.PAC/TIES, A STATEMENT AS TO
Tl-IE EXPANSNE QUALITY OF Tl-IE SOIL, AND SUMMARIES OF
FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT fJY THE SOILS ENGINEER THAT Tl-IE
GRADING WAS DONE IN ACCORMNCE WITH Tl-IE REQUIREMENTS ANO
RECOMMENMTIONS OUTLINED IN THE PRUIM/NARY SOILS REPORT
AND ANY SUPPLEMENTS T/-IERUO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (I)
YEAR AFTER Tl-/£ CITY ENGINEER'S APPROVAL, THESE Pl.ANS MAY BE REQUIRED
TO BE RESUBMITTEO FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TITLED Vilt.AGES OF I.A COSTA "THE GREENS"
PREPARED BY GEOCON, JUNE 25, 2001 UPDATED LETTERS APRIL 24,
2004, SHALL BE CONSIDERED AS A PART OF THIS GRADING Pl.AN. ALL
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS
AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
Jl. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL I.AND SURVEYORS ACT.
RESOLUTION NOTES
COMPLIANCE WITH APCD RULES 51 (THE "NUISANCE" RULE), 52
(PART/CULA TE MATTER), AND 54 (DUST AND FUMES) OF THE AIR
QUALITY CHAPTER WOULD EFFEC77VEL Y MIT/GA TE DUST IMPACTS
GENERA TED DURING GRADING OPERA T/ONS. THE FOLLOWING MEASURES
ARE REQUIRED TO ACHIEVE COMPLIANCE WITH THESE RULES AND
REDUCE CONSTRUC770N RELATED TO AIR POLLUTANTS:
1. THE WATERING OF ALL SURFACES BEING GRADED AND HAUL ROUTES
SHALL BE REQUIRED DURING DRY WEATHER CONDITIONS.
2. ALL UNPAVED AREAS SHALL BE REVEGETA TED ACCORDING TO THE
APPROVED LANDSCAPE PLANS AS SOON AS POSSIBLE AFTER GRADING.
FFIC SHALL BE RESTRICTED TO 3. All CONSTRUCTION-RELATED TRA
ROUTES THAT ARE DUST-CONTROLLE.
BE MAINTAINED FOR ALL HAUL AND
D, REDUCED SPEED LIMITS SHALL
CONSTRUCT/ON VEHICLES.
4. ALL CONSTRUCT/ON ACTIVITIES SH ALL BE LIM/TEO DURING PERIODS OF
HIGH WINDS.
0 CONSTRUCT/ON EQUIPMENT SHALL 5. All HEAVY-DUTY. DIESEL POWER€.
BE OPERA TED ACCORDING TO MANUF.
INSTRUCT/ON (WITH THE FUEL INJECT/
RECOMMENDED LEVEL OF NOX £MISS/
RESULT IN EXCESSIVE VISIBLE SMOKE
ACTURERS SUGGESTED OPERA TING
ON TIMING RETARDED TO
ONS, BUT WHICH WOULD NOT
EMISSIONS) IN ORDER TO CONTROL
POLLUTANT EMISSIONS.
BE SUBJECT TO REGULARLY 6. CONSTRUCT/ON EQUIPMENT SHALL
SCHEDULED MAINTENANCE/TUNE-UPS.
BEING UTILIZED TO AVOID EXCESSIVE
, ANO BE TURNED OFF WHEN NOT
IDLING EMISSIONS.
Al COATING ANO CUT-BACK Z THE APPL/CAT/ON OF ARCHITECTUR
ASPHALT SHALL ADHERE TO APCD R
EFFECTIVELY CONTROL OTHER CONSTR
ULES 6Z9 AND 6Z7, TO
UCT/ON-RELA TEO EMISSIONS OF
AIR POLLUTANTS.
All MONITOR FOR COMPLIANCE 8. THE ENGINEERING DEPARTMENT SH
DURING ALL GRADING OPERA T/ONS OF THE PROJECT.
£AS 11-IAT ARE GRADED ANO 9. ALL BUILDING PAD AND STREET AR
REMAIN VACANT OR UNDEVELOPED FO
MONTHS AFTER THE GRADING OPERA T,
SEEDED AND ADEQUATELY IRRIGATED
R A PERIOD OF MORE 11-IAN 6
ION IS COMPLETED SHALL BE
TO REDUCE EROSION ANO VISUAL
IMPACTS.
BUILDING PERMITS (UNITS) W/11-IIN 1 a NO MORE THAN 25 RESIDENT/Al
THE SUBDIVISION SHALL BE ISSUED U
ACCESS ROADS INSTALLED. PRIOR TO
C/RCUI.A770N IMPROVEMENTS MUST BE
OF THE CITY ENGINEER AND THE FIRE
NTIL 11-IERE ARE TWO CIRCUI.A TION
EXCEEDING 25 UNITS, 11-IE
COMPLETED TO THE SAT/SFAC770N
MARSHAL.
IMPORTANT NOTICE
Cl1Y OF ENCINITAS
VICINITY MAP
NTS
OWNER'S CERTIFICATE
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER
A G~CTIVllY AND ADVISE ON THE COMPACTION AND STABILllY OF THIS SITE.
_ ILA . 8· jj ·Op
SJ NATURE DATE
0-( F1'->'o Al"-~
f'R~I~ r10~ OE!>Pf'l-'\eJJr
~ A.<C.eUT"' FOi<'. ~ ~1A1e Cd t ,>Jefl,AL. ~w, c.onf'Ai-H
SOILS ENGINEER'S CERTIFICATE
I, SHANE RODACKER, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME
OR UNDER MY DIRECTION BElWEEN THE DATES OF --lu..~~--AND ~k-7,J•btl._. lWO COMPLETE COPIES OF THE
SOILS REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE OFFICE OF THE CllY ENGINEER.
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORTS
FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS
9¥-4:P--~ .
SHANE RODACKER
R.C.E. NO. 63291 EXP. DATE: 06-30-06
"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 AND PROFESSIONS COD£, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CllY OF CARLSBAD DOES NOT RELIEVE ME,
AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: HUNSAKER & ASSOCIATES
ADDRESS: 10179 HUENNEKENS AVE
CITY, ST.: SAN DIEGO CA
TELEPiE: (858) 558-4500
BY, --&" l<'1Jta."t:
ONO L. MARTIN
P.£ NO.: RCE 48670
EXPIRATION DATE: 6/30/06
OWNER
REAL ESTATE COLI.ATERAL MGMT.
A DEi.AWARE CORPORATION
1903 WRIGHT Pl.ACE SUITE 180
CARLSBAD CA, 92008
(760) 929-2701
LEGAL DESCRIPTION
co.,
DATE: f!ts-/4,.r
BEING A SUBONISION OF LOTS 17, 39, 41 ANO 49 OF CN?LSBAO TRACT
NO. 99-03 I.A COSTA GREENS, IN THE CITY OF CARLSBAD, COUNTY OF
SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO.
14543, FILED IN 11-IE OFFICE OF 11-IE COUNTY RECORDER OF SAN DIEGO
COUNTY, FEBRUARY 12, 2003, TOGETHER WIT1-I A PORTION OF ESTRELI.A
OE MAR ROAD ADJOINING SAID LOTS, AS DEDICATED TO PUBLIC US£
REFERENCE DRAWINGS SOURCE OF TOPOGRAPHY
CITY OF CARLSBAD DRAWING NO. -397-2C
CITY OF CARLSBAD DRAWING NO. -397-2H TOPOGRAPHY SHOWN ON 11-IESE Pl.ANS WAS
GENERATED BY AERIAL SURVEY BY SAN-LO
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 Pl.ANTING OF PERMANENT I.ANOSCAPJNG AND
PREPARATION OF AS-BUILT GRADING Pl.ANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR
REQUIRED ON THIS SET OF Pl.ANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS,
RESOLUTIONS AND ORDINANCES CITED ON THESE Pl.ANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE W/11-1 11-IE FOLLOWING DOCUMENTS,
CURRENT AT 11-IE TIME OF CONSTRUCTION, AS DIRECTED BY 11-IE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD STANDARDS.
3. 11-IIS SET OF Pl.ANS.
4. RESOLUTION NO. 5851 ANO 5852 DATED MARCH 16, 2005.
5. 11-IE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK).
6. SOILS REPORT ANO RECOMMENDATIONS BY GEOCON
DATED JUNE 25, 2001, UPDATE LETTER DATED APRIL 24, 2004
7. 11-IE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS
MAY BE MODIFIED BY 11-IE CITY OF CARLSBAD STANDARDS.
8. FINAL PROGRAM EIR 98-07 ANO THE MITIGATION MONITORING ANO REPORTING PROGRAM.
9. LEUCADIA COUNTY WATER DISTRICT STANDARD SPECIFICAnONS
10. STORM WATER POLLUTION PREVENTION Pl.AN. PREPARED BY: HUNSAKER & ASSOCIATES .
W0/0 NO. 9 37C332442 , DATED MARCH 5, 2005, AMENDED APRIL 27, 2005.
11. STORM WATER MANAGEMENT Pl.AN
PREPARED BY: HUNSAKER & ASSOCIATES , DATED FEB. 16, 2005 .
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORM WATER BEST MANAGEMENT PRACTICE,
CONSTRUCTION HANDBOOK ANO STATE OF CAL/FORNI.Ji, DEPARTMENT OF TRANSPORTATION,
CONSTRUCT/ON SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL.
LEGEND OF ABBREVIATIONS
CURB INLET
CLEANOUT TC
GB
BC
EC
HP
LP
FL
TOP OF CURB
GRADE BREAK
BEGIN CURVE
ENO CURVE
HIGH POINT
LOW POINT
FLOW LINE
ST
RT
LT
FS
STREET
RIGHT
LEFT
FINISHED SURFACE
NOT TO SCALE
TOP OF WALL
C.I. c.o.
RCP
C.B.
EVC ave
FG
PRS
REINFORCED CONCRETE PIPE
CATCH BASIN
N. T.S.
TW
TF TOP OF FOOTING
ENO VERTICAL CURVE
BEGIN VERTICAL CURVE
FINISHED GRADE
DESCRIPTION
SUBDIVISION BOUNDARY
RIGHT OF WAY
LOT LINE
EASEMENT LINE
EXISTING STORM DRAIN
STORM DRAIN
PROPOSED SPOT ELEVATIONS
EART1-IEN SWALE
CUT/FILL LINE
DAYLIGHT LINE
SLOPE EMBANKMENT (2: 1 MAX.)
PUBLIC UTILITY EASEMENT
EXISTING CONTOUR
FINISH CONTOUR
TERRACE DITCH
EXISTING TERRACE DITCH
BROW DITCH
EXISTING BROW DITCH
PAO ELEVATION
LEGEND
STD, DWG.
PER IMPROVEMENT Pl.ANS
OWG NO 423-7
PER IMPROVEMENT PlANS
OWG NO 429-2
CUT/FILL
DETAIL "A" SHT. 3
SORSO 0-75 TYPE 8
RETAINING WALL (PER SEPARATE PERMIT) C-3 & C-4
LOT NO PER FINAL MAP
SOUND WALL
EARTHWORK QUANTITIES*
CUT: 261,386 CY
FILL: 154,621 CY
EXPORT: 106,765 CY
REMEDIAL: 15,066 CY
* QUANTl77ES SHOWN ARE FOR BONDING
ONLY ANO ARE NOT TO BE USED FOR
BIDDING, BUDGETS OR OTHER
PURPOSES.
PRESSURE REDUCING STATION
SYMBOL QUANTllY
--------
---180---
c:::::::) 2,496 LF
> 667 LF
250
654 SF
34
000000000000000
ENGINEER or WORK
RA~ M,¾;"Jd;_ <?/t~s-
DATE RCE NO 48670 EXP. 6/J0/06
BENCH MARK
DESCRIPTION: 'tf.;_SS DISC IN WELL MONUMENT S.D. CO. CONTROL PT.
R180D-288+89 EC}
LOCAnON: ON EL CAMINO REAL, 2. /;J Ml. NL 'Y FROM LA COSTA AVENUE
RECORD FROM: NORTH COUNTY CONTROL ll-lTA
ELEVATION: J1 t.41 NGVD 1929
"AS BUILT" PL~ I~PARTMENT APPROVAL
CITY OF CARLSBAD DRAWING NO. -397-21 ~vi//4aL -~~D CITY OF CARLSBAD DRAWING NO. -423-7A AERIAL SURVEYS (1-30-97) ANO BY R.J. HUNSAKER DATF:.l0/'f );!;'
(SIGNED) CITY OF CARLSBAD DRAWING NO. -423-7 LUNG (5-11-04). TOPOGRAPHY SHOWN & ASSOCIATES HEREON CONFORMS TO NATIONAL MAP A.SSt:s-r,..,...,, PWOONG DIRECTOR RC£ '1-8<',;,7_o EXP. c.,/.3ot'_t_:,. DATE
ACCURACY STANDARDS. SAN DIEGO, INC. .a.~ ~. 2 DATIY&i/3 ,hs-PIANNING 10179 Huennekens Street REVIEWED BY'A_~ (SIGNED)
ENGINEERING San Diego, Ca 92121 .,-81-M ;-J;?R-W c::!O,_,._,., ~-~b_ SURVEYING PH(858)558-4500· FX(858)556-1414 RECOllllENDED BY: (PRDiT N INSPECTO/i --------DATE
BASIS OF BEARINGS PROJECT LOCATION I S1ET I OF CARLSBAD I SHgTS I CITY
THE BASIS OF BEARINGS FOR 11-1/S SURVEY IS THIS PROJECT IS LOCATED W/11-1/N ENGINEERING DEPARTMENT THE CALIFORNIA COORDINATE SYSTEM -1983, ASSESSORS PARCEL NOS.
ZONE VI, 1991.35 EPOCH, NORT1-I AMERICAN 213-111-09, 213-1 lt-12, GRADING AND EROSION CONTROL PlANS FOR:
DATUM OF 1983 (NAD83), GRID BEARING 213-111-13, 213-111-06,
BETWEEN STATION CLSB-153 AND STATION 213-111-23, 213-111-27, LA COSTA GREENS
CLSB-07D AS SAID COORDINATES ARE PUBLISHED 213-111-30 213-111-25. 11-IE NEIGHBORHOOD 1.17 SECTION 4216/4217 OF 11-IE GOVERNMENT CODE IN 11-IE CITY OF CN?LSBAO SURVEY CONTROL CALIFORNIA COOROINA TE INDEX OF 11-1/S
NETWORK ESTABLISHED BY RECORD OF SURVEY PROJECT IS N ~ E 6Z22 REQUIRES A 0/GALERT /DENT/FICA TION NUMBER BE
ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE MAP NO. 17271, FILED IN 11-IE OFFICE OF THE APPROVED (JY LLOYD B. HUBBS
VALID. FOR YOUR 0/GALERT I.D. NUMBER CALL SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, _.d 6_ "~~t-r~-./2.. 10/¥0$'
UNDERGROUND SERVICE ALERT AT: 2002. IE: N 36"47'12" W CITY ENG/NEE RCE = -9 EXE'l2Z31Z!l5 ,--ll-lTE
8/10 Rl"' lj\ '1 A.S RLJ /LT" ..
TOLL FREE 1-800-422-4133 OWN BY: PROJECT NO. DRAWING NO.
OATE: INITIAL OATE IN/nAL DATE INITIAL CHKO BY: t<';\I p CT 04-09 429-2A TWO WORKING DAYS BEFORE YOU DIG REVISION DESCRIPTION R\IWO BY: OTHER APPROVAL CITY APPROVAL .. ENGINEER OF WORK
'-,------------------+------------------------------------------------------------------+--------------:--:-=..,,.,-,.,,-.,....,,...---,--.,,.-,....,.=="'."""'.""~~;-:----:--:--::-:-::~~~-~31 R:\0375\&Eng\Rough Gmd;ng\OJ75RGO 1.dwg[ 2119]Jun-14-2005: 15:3CVWO 04-025
. '
1.1f14os' j
PlANNING
ENGINEERING
HUNSAKER
MM&RP NOTES (DUST MlnGA ON AND RAPTOR NESTING)
PER 4. 10-6: TEMPORARY DE LT/NG BASINS CAN ONLY BE REMOVED
WHEN PERMANENT EROSION NTROL LANDSCAPING HAS BEEN
ESTABLISHED TO THE POINT LT DOWNSTREAM EROSION AND SEDIMENT
TRANSPORT MEETS REGULATO Y STANDARDS.
PER -#.4-248: IF OCCUPIED TOR NESTS ARE PRESENT DURING
GRADING AND CONSTRUCTION 'WHICH CREATES ADVERSE EFFECTS TO
ACnVE RAPTOR NESTS, INCL,ING NOISE: LEYE:LS WHICH WOULD BE:
ABOVE 60d8(A) AT NESTING /TE, OPERATIONS SHALL BE: RESTRICTED TO
200 FEIT FROM ANY ACTIVE EST.
PER 4.9-4A; IN DISTURBED AREAS AND ON MANUFACTURED SLOPES,
APPROVED GROUND COVER S/;fALL BE: RE:PLACE:D WITHIN JO a<\ YS
FOLLOWING THE: COMPLIT/ON fF GRADING ACTIVITIES.
8: AREAS GRADE:O FLATTER TMAN 6: 1 SHALL BE: PLANTED WITH A
COVER CROP OR COVERED w/.TH JUTE MESH IN CONFORMANCE: WITH
SE:CTION E:.J-1.2-2. I OF THl CITY LANDSCAPE: MANUAL
C: EXPOSED STOCKPILES (I.£ GRAVEL. SANO, ANO DIRT) WITH 5,\' OR
GREATER SILT CONTENT SHAL BE: E:NCLOSED, COVERED, WATERED TWICE:
DAILY, OR APPLIE:O WITH NON TOXIC SOIL BINDERS ACCORDING TO
MANUFACTURES' SPECIFICAT/OlS.
0: AREAS BE:ING ACTIVELY GRADED SHALL BE: WA TERE:O TO RE:DUCE:
POTENTIAL FOR BLOWING DUSf
E:: ALL EXCAVATING AND GRA~ING OPE:RATIONS SHALL BE: SUSPE:NDE:D
WHE:N WIND SPE:E:DS EXCE:E:D ~5 MPH AS MEASURE:D AT THE: OCEANSIDE:
STATION OF THE: NATIONAL ~ THE:R SE:RVIC£ IT SHALL BE: THE
RE:SPONSIBILITY OF THE: GRAD NG CONTRACTOR TO ASCERTAIN AND
RE:CORD ll<\ILY WIND SPITDS!URING THE: GRADING PROCE:SS. THESE:
RECORDS SHALL BE: AVAILABL FOR INSPE:CTION BY THE: PUBLIC WORKS
INSPECTOR.
F: ALL TRUCKS HAULING DIR SAND, SOIL, OR OTHE:R LOOSE: MATERIALS
OFFS/TE OVER PAVED ROADS (,R_E: TO BE: COVERE:D OR SHALL MAINTAIN AT
LEAST TWO FEIT OF FRE:E:ag.;f_D (I.£, MINIMUM VERTICAL DISTANCE:
BETWE:E:N TOP OF THE: Lll<\D AND THE: TOP OF THE: TRAILER) IN
ACCORO<\NCE: WITH THE: RE:QUl'RE:ME:NTS OF CALIFORNIA VE:HICLE: CODE:
SECTION 23114.
G: DUST £MISSIONS FROM ~K CRUSHING OPERATION SHALL BE:
CONTROLLE:O BY THE: USE: OF WIT-SUPPRESSION TECHNIQUES INCLUDING
BUT NOT LIMITED TO: MISTIN SYSTEMS ALONG THE CONVEYOR FITDS
FOR THE: CRUSHER, WETTING F STOCKPILES ANO CE:SSA TION OF
CRUSHE:R ACTIVITIE:S WHE:N WI D SPEE:DS ARE: IN EXCE:SS OF 25 MILE:$
PE:R HOUR. WIND SPE:E:D AN CRUSHER OPE:RATION RE:CORDS SHALL BE:
KE:PT IN ACCORO<\NCE: WITH mGATION MEASURE: -#.9-4(E), ABOVE
H: PAVED STREETS OFFS/TE LL BE: SWE:PT AT THE: E:ND OF EACH
WORKING ll<\Y IF VISIBLE: SOIL MATERIAL IS CARRIED ONTO ADJACE:NT
PUBLIC PAVED RO<\DS (RECO MENDED WATER SWEEPERS WITH RECLAIMED
WATER)
I: ACTIVELY USED UNPAVED YIDS, PARKING AREAS AND STAGING AREAS
SHALL BE: WATERED THREE: Tl ES DAILY OR NON-TOXIC SOIL STABILIZERS
SHALL BE: APPLIE:D TO THESE: AREAS ACCORDING TO MANUFACTURE:RS'
SPECIF/CATION.
J: POSTED TRAFFIC SPE:E:DS N ALL UNPAVED ROADS SHALL BE 15 MPH
OR LESS.
K: CONSTRUCTION Rll<IDS T HA VE A TRAFFIC VOLUME: OF MORE: THAN
50 ll<\IL Y TRIPS BY CONSTRU TION EQUIPMENT OR I 50 TOTAL ll<\ILY TRIPS
FOR ALL VEHICLES SHALL BE: SURFACE:D WITH GRAVEL OR OTHER
MATERIALS TO REDUCE: DUST.
L: CONSTRUCTION ACCESS DS SHALL BE: PAVED OR GRAVELE:O AT
LEAST 100 FEIT ONTO THE: ECT SIT£
MM&RP NOTES (GENE:RAL)
PE:R 4. 4-23 CONSTRUCTION TORAGE: ANO STAGING AREAS SHALL BE:
LOCATED AS FAR FROM HCP OMSP AREAS AS POSSIBLE: AND SHALL BE:
KE:PT FREE FROM TRASH AND OTHER WASTE THAT MAY ATTRACT
SCAVENGERS.
& ASSOCIATES
SAN DIEGO, INC
10179 Huennekens Street
San Diego, Ca 92121
0
ENGINEER OF
(
I
.J'**
: 2
MAX
.]'**
I
~I 2
MAX
.l'** ~, 2
MAX
R/W
13'
2Jt
~
R/W
10'
2Jt ~
R/W
10'
2¾
~
I•
I
1.
I
ROUGH GRADE SECTIONS
30'
I
C/L
60' R/W
30'
17' 17'
IMPROVEMEJTS PER DWG 423-7
27' 2Jt ) -
2' UNDERCUT"
ESTRELLA DE MAR ROAD
N.T.S.
*=SEE NOTE 2 BELOW
'*=SEE NOTE 3 BELOW
C/L
60' R/W
JO' 30'
20' 20'
IMPROVEMEJTS PER DWG 429-2
2L ) 27' -' I
2' UNDERCUT"
R/W
13'
I• 27' -I
R/W
10'
1.
27' -I
COBALT DRIVE AND MARCASITE PLACE
N.T.S.
"=SEE NOTE 2 BELOW
""=SEE NOTE 3 BELOW
C/L
56' R/W R/W
28' 28'
18' 18' 10'
IMPROVEMEJTS
1. PER DWG 429-2 I•
27' 2L ) 27' -
"'**
l/2:1
l~AV --....
. l'**
I 2:1
UAV --....
.l'*"
1/2:1
'-UAV .........
200 400 I I
SCALE 1 "= 200 I
: I
2' UNDERCUT"
WORK
__tJ,/oJ'
SHEET INDEX MAP LIMONITE COURT, PERIDOT COURT, AND OLIVINE COURT
N. T.S.
INDEX MAP
SCALE: 1 "= 200'
SHEET INDEX
NOTES & DETAILS SHEET 1-3
GRADING SHEET 4-7
EROSION CONTROL SHEET 8-9
INDEX MAP LEG/iNQ *=SEE NOTE 2 BELOW
**=SEE NOTE 3 BELOW
SUBDIVISION BOUNDARY --SHEET NO. lli]
STORM DRAIN
RIGHT OF WAY
EASEMENT
STREET NAME
LOT NUMBER
[QJ
NOTES:
-----------1. 'I' INDICATES ELEVATION AS SHOWN ON PLANS.
ESTRELLA DE MAR ROAD 2. MINIMUM UNDERCUT IS 2.0'. ADDITIONAL UNDERCUT AND OVER
60 BLASTING FOR UTILITY MAY BE REQUIRED, PER SOILS ENGINEER
RECOMMENDATIONS IN FIELD.
J. J' MINIMUM SETBACK TO HOA MAINTAINED SLOPES AS SHOWN
OTI-IERWISE TOP/TOE OF SLOPE IS AT ROW.
~ CITY OF CARLSBAD I SHgTS I 1----+--+-----------------+---,---t---+---i L___i:_J ENGINEERING DEPARTMENT
1----+----+-------------------+----t-----t---t----i .------------------------------------t=====t====j===============================j=====Jt====t====t====~ GRADING AND EROSION CONTROL PLANS FOR: BENCH MARK "AS BUILT" LACOSTA GREENS
DESCRIPTION: f/RASS DISC IN WELL MONUMENT ~ NEIGHBORHOOD 1.17 (S.O. CO. CONTROL PT. RTB00-288+89 EC)V,4'1 . L ~L /
LOCATION: ON E:L CAMINO RE:AL, 2.6J Ml. L_-/4~ 31/7/ t'v APPRO"•D LLOYD B. HUBBS NL 'Y FROM LA COSTA AVENUE: ~-~-' '"'
RCE 486 7o EXP. <,;,/30/1:1.. DATE 1----+---+-----------------+---+---t----t----i ~1fi~'fi ~xe12131705 10/~l°iJfrE
RE:CORD FROM: NORTH COUNTY CONTROL a<\ TA REVIEWED 8.Y: t.~ J "A"-8~/lT" A ~ A ..;;, OWN BY,____ PROJECT NO. DRAWING NO.
DATE
SURVEYING PH(8S8)558·4500· FX(858)S58·1414 6/J0/06
_ _,~,A.... !? JI 10 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY· ~)lip CT 04-09 429-2A -,..-, ~ -REVISION DESCRIPTION RvWD a~
L ____ :__:....:....:.......:....:. ......... :.......:. ______________ ~-------------=-.:==~~~:::---~====================cl=ru=~=Tl=O=N=:==J:1:l.:4:7=========N=G~::::l:9:29=:W:$:P:E:C:TO:R~==========~=DA=~====£:N:Q:~:£:R:0:F=~=R=K===================o=m=m=A=W~~::~;l~:C;l~:::;::A;P:P:~:V,:'Al::::=:::;::;:;~-;·:;::::::;:::::;:;;:=:;:::::;:;::;:;:;::==::;;::;:;::::~)o~ ~ ii!
R:\0375\&Eng\Rough Grod;ng\0375RG02.dwg( 2119]Aug-12-2005:14:56 VWD 04-025
/
W=J' UNLESS OTI-IERWISE
SHOWN IN PLAN &)
A ci:~ 1 ~~ff:-,tt 6"
~~ '-1·
:-. "--..1--3• 470-C-2000 CONCRETE OR
i: . '. : • : ~ J" 2500 PSI AIR PLA~D CONCRETE
· :. '. ~:. •., W/ 6" x 6" x 10 GAUGf WELDED • j , ', 17• • • ~ ~ . WIRE MESH. ,
D=1/2W UNLESS
OTI-IERWISE SHOWN 6" CONCRETE CUTOff WALL TO BE
~~S~~~~~MA~Niow-~oO~s:TREAM
MODIFIED TYPE D TERRACE
DITCH PER 0-75
NOT TO SCALE
LINED DITCH
CUTOFF WALL
SECTION A-A
NOT TO SCALE
.· ...
SP\,t.iSH Vf.f<LL LOCA ON ~ti-8il ~E~blf.
REINFORCE I\HH e·xe· -10 GA
WELDED WIRE MESH(W'M..t)
LINED DITCH CONFLUENCE
NOT TO SCALE
8"
RADE
CONCRETE DITCH-,.-....
6"X6" -10 GA
WELDED 111RE MESH(W'M..t)
SPLASH WALL
NOT TO SCALE
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
A
B
C
• 1 SL
OPERrf :r-o 4-<
TOP /TOE OF SLOPE OR DA '/LIGHT LINE
' C
TYPICAL LOT ROUGH GRADING
NOT TO SCALE
NOTE:
v.HERE BOTH CUT AND FILL OR BEDROCK MATERIALS Of DISSIMILAR EXPANSION CHARACTERISTICS ARE EXPOSED
IN THE BUILDING AREA TI-IE CUT PORTION Of THE BUILDING AREA SHOULD BE UNDERCUT J.O FEET BELOW
PAD GRADE OR AS APPROVED BY THE SOILS ENGINEER, ANO REPLACED 111TH COMPACTED SOILS SIMILAR TO THe FILL MATERIAL.
Q.5 11.1+-~L=O~T -='111=D-"'TI-lc-VccARc-=IES~~
SEE PLAN
~
w SLOPE PER PLA
~ 'FINISH PAD GRADE
------7.:FINISHE; ;ADE AT FRONT PROPERrf LINE
t
SECTION C-C
NOT TO SCALE
O' ARIE
FINISHED GRADE Of PAD AS SHOWN ON PLANS
2:1 SLOPE
SECTION 0-0
NOT TO SCALE
NOTE: FINISH LOT GRADING SHALL BE PER GS-15
PAD
AREA
1.-..-PROPERrf
LINE
PAD
AREA
t
1ll
D
I Ii--TOPOF E -I -SLOPE :;; I ~ l..i N II ~ ----~ -J__ ------I
-...:::_TOE Of SLOPE
TYPICAL LOT GRADING
REAR OF LOTS
w z :J
NOT TO SCALE
SECTION E-E
NOT TO SCALE
LOT PAD
E
8
SIGHT DISTANCE TRIANGLE
B
SIGHT DISTANCE SETBACK
TYPICAL SECTION CORNER LOT
NOT TO SCALE
10'
R VARIES
SEEP
SECTION 8-8
NOT TO SCALE
12·
6"X6" -10 Go\
WELDED WIRE MESH(WWM)
GRAVE1 FILTER PER
SDRSD C-8
TOE OF SLOPE
SEE PLAN
TW PER Pl-W
F
J" PI-C' (CASE J&:4 ONLY)
J" PERF PIPE
CASE 1-J IE -FS O FACE OF WALL -~..._.JP..:~
CASE 4 IE = FS -0.4' 0 FACE OF WAU TF PER PLANS
4 ., 4
RETAINING WALL WITH ROUND CONCRETE DITCH
NOT TO SCALE(BY SEPARATE PERMIT)
OUT!.ET ALTERNATIVES
CASE" 1) SIDE" YARD-EXTEND PERF PIPE AROUND WALL IN FRONT YARD AND DISCHARGE ONTO F.S.
CASE 2) REAR YARD-INDIVIDUAL WALL-EXTEND PERF PIPE" AROUND WALL O SIDE PROPERTY UNE
AND DISCHARGE ONTO F.S.
CASE J) REAR YARD-CONTINUOUS WALL-CONSTRUCT J" TEE AND DISCHARGE PIPE THROUGH WALL
0 F.S. NEAR SIDE" PROPERTY LINE.
CASE 4) PUBUC R/W-CONSTRUCT J" TEE AND CONNE"CT J" PVC O 2Jr TD D-27 PE"R IMP. PLANS.
G
ERM PER Cir!' Of CARLSBAD GS-14
LOT PAD
SECTION H-H
NOT TO SCALE H
2D OR 2W 2D OR 2W
PLAN
NOT TO SCALE
ROCK RIP RAP FILTER BLANKET 5
CLASS TI-IICKNESS UPPER LAYER 2 L0\\1ER LA YER
NO. J BACKING 1.2' 3/16" CRUSHED ROCK 4 N/A
NO. 2 BACKING 2.0' 1 / 4" CRUSHED ROCK 4 N/A
FACING 2.8' 3/8" CRUSHED ROCK 4 N/A
LIGHT 4.0" 1/2" CRUSHED ROCK 4 N/A
1/4 TON 5.4' 3/4" CRUSHED ROCK 4 SAND 3
1/2 TON 6.81 1" CRUSHED ROCK 4 SAND 3
1 TON 8.6' 1-1/2" CRUSHED ROCK 4 SAND 3
2 TON 10.8' 2" CRUSHED ROCK 4 SAN0 3
NOTE: 1. ALL DISSIPATORS ARE SORSD D-40, TYPE 1 UNLESS OTI-IERWISE SHOWN
2. FILTER BLANKET TI-IICKNESS EQUALS 1.0' EXCEPT FOR BACKING CLASS
WHICH MAY BE 0.6' MIN.
J. 75!'1 RETAINED ON 200 SIEVE, {4" TI-IICK)
4. PER GREEN BOOK, SECTION 200-1
5. FILTER FABRIC IS REQUIRED UNDER TI-IE FILTER BLANKET IN ALL CASES
TYPICAL RIP RAP DISSIPATOR
NOT TO SCALE
~ CITY OF CARLSBAD I SHgTS I 1---+----+-----------------j--~l---t---t----t ~ ENGINEERING DEPARTMENT
l---+---+-------------------1------11----i----t----i
r-------------------r-----------------f-1---_ -_ -_ -_ t+ -_ -_ -_ -_ i-+ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ 1--j -_ -_ -_ -_-_~_II--_-_-_ -_ft--_-_-_-_ tt--_ -_ -_ ----t1 GRADING ANO EROSION CONTROL PLANS FOR:
BENCH MARK "AS BUILT" LACOSTAGREENS
DESCRIPTION: BRASS DISC IN WELL MONUMENT
(S.D. CO. CONTROL PT. R1800-2BB+B9 EC) NEIGHBORHOOD 1.17
' ✓ ,.le~ 4£ 1----+---1-----------------+---+---+---+----i APPROVED Qr LLOYD B. HUBBS
,._a,70 "l~·l'/.l. DATE A,4 ,-.,-,rd,~~~ ..1Rl&./o.S-ENGINEER OF WORK LOCATION: ON EL CAMINO REAL, 2. 6.J Ml.
NL 'Y FROM LA COSTA AVE:NUE
RCE" .Lo/Q EXP. <P .,,, l----+---+-----------------t----t----t---t----1 CITY ENG/NE'ER .q;,CEJ3~EYP12/3J/05 "'r"""-' DATE
OI 0
~
0
I
"' "' "" "' 0 <C .. ~'
• /~',,/] L °" fa ;/4· ,-RECORD FROM: NORTH COUNTY CONTROL DATA REVIEWED BY: 8/,DA/~ 1Nl.171AML I ,, cS-BU l T " OWN BY:~~~-PROJECT NO. DRAWING NO. PLANNING 10179/iceoaekeasSt,eet --=--~ -ut:kA,;.. _a. ., -ti' /J ~ ,. DAT£ INITIAL DATE INITIAL CHKD BY, GVP CT 04-09 429-2A ENGINEERING Sao o;,go, Ca 92121 RAr ND L. MAR IN ·n,r -~==-=~--~-----,r'--·--_6_~& ____ ------==..,.J. 3 /O RC'\"SION DESCR/PT/QN RC No 48670 E.xp 6. /JO' /06 w-rn F ORK L vi II OTHER APPROVAL CITY APPROVAL ,,R~Vll(."'.'O~BY,._,====.J ~-------~ ~----L __ __:SU:R:V~:IN=G~P=H(:85:~S:58:4:SOO:·~FX:(85:~:SS:81~41~4---------l----------=.:::::::~~~~~~~:::.....::::::::::::::::::::::::::::·::::/::::: •:/:::::: '======&=ru=~=Tl=O=~=· ==J=l t:.4:7========N=G=~=7=~=9==m=S=~=C=TO=/?~==========Q=A=TE===£=N=Q=N=~=R=D=W====================::::;;:::;:;:::;~~:::;::=::::;=.~::;:::;::;:::;:;;:::;;:-;;:;::::;:;;:::;:;:::;::::;::;;=:=:;;;;;:;;::::;~~ I
R:\0375\&Eng\Rough Grading\0375RG03.dwg[ 2119]May-12-2005: 10:50 I/WO 04-025
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UAIL F SHEET J
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90
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53.00'
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'~
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iY "' ,~-_.,,
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~a--·~-~-~~~ 1· <<: .· • " ' ·•···· ~--\'-.\ ... l... ··t22)'.. 4)·.. ·,.·· ••. \ . '•/ . . '~ ·<..._ ·-.. -~ >o»< ··:. ', "'-,, ·,,
-_f?t l >: >'\<:I . I " • '·•.. .. c?f"-, nr •.' •. 0-,., ..... .. • T --,,__ ~ ,,..~h.J "• ..... , ... ··,. I "'""-..•
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1236.4 I
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53.00'
88
I 244.3 I <o
"'
41.05' i
i
//5+00
1
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86
1231.0 I
BENCH MARK
DESCRIPTION: ijRASS DISC IN WELL MONUMoNT
"AS BUILT"
I
I
\
6' HIGH SOUNDWALL
ON 1 ' MIN. HIGH BERM
1 I~ PAD PER PLAN
UvARIES
SECTION F-F
NTS
\
\
\
f
;( ;
l I
I
NOTE: l '
120
FR -F I RE RES I ST I VE • CONST~L.CT I ON /
. ' RES_I DENT I AL FI RE SPR I ~L~88 REQUIRED
)
\
GRADING AND EROSION CONTROL PLANS FOR:
LA COSTA GREENS
(S.D. CO. CONTROL PT. RIB00-288+89 EC) , ~/? / HUNSAKER oN EL CAM1No REAL. 2.5J Mi. c;;;;,__ ~ APPRoV£o 61;,-LLOYD s. Husss ENGINEER OF WORK NL'YFROMLACOSTAAVENUE -DATE &½eved~-..d,,-;,l 101-<-/aS &ASSOCIATES RC 41?(,,70 EXP. t:.J.3oLE l----t---l---------------j--+--t--J------4 CITY ENGINEERVifcE~WrL EXP12/3JI05-'-TT DATE
LOCATION:
NEIGHBORHOOD 1.17
00
PLANNING :o::H,:o:,:,:::,ee;N C \ -~~&L ~a~t:· __ i'ft~r RECORD FROM: NORTH COUNTY CONTROL DATA 1-R-E'v:c:-,E-=:c-E.-~-~::CY.C:-· --[l,-;--A------4--",,-1-.!-o--i-8~DA-/,-~-+R.-IN-~-L-l-7~~,,Ac-,-Sc---/3-~-l-{._r_·-----------+-DA-T.-E-t--lN-IT,_l4_L+-DA-TE--j-,-NI-TIA-L-i ~!Zoa;~,--,;;-v_e__ CTR004-N09 :t29NG 2A
ENGINEERING RA ONO L. MARTIN D14TE <'-----· _Z;! .li. REVISION DESCRIPTION OTH·R APPROV,"L CITY APPROVAL RVWD BY: • Sao D~go, Ca 92121 : / , /, ' , ENGINEER OF WORK •• n O ~ SURVEYING PH(858)55H·4SOO· FX(858)558·1414 RL NO 48670 EXP. 6/ 30/ 06 ELEVATION: 311.41 NGVD 1929 INSPECTOR DATE ,i ii5
L ___ .:::....:::::::::.. _________ -;--------------=~===~~~::::~--========================================::::=====================================-----------;:Rt':\\IOl23S77~5\\&&8En:;;gj\\jiR~o:::ugj°;h;-"c;G;:;,o;-;dii;;n~g\\003Y7~5iFR:GG0044.:;;d;wg;j'i['"22'i1i:19ijJ;;;Au;-;gj'.'.-'.i,i22~-i22000ci!sS::1144'.,4455--vvwwoD-0044-='oo2255
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\ • \
\
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VARIES
\
\ \ 0
20' PUBLIC UTILITY
EASEMENT
ANO PEDESTRIAN
ACCESS
SECTION G-G
NTS
40
VARIES --
soc._ ___ .:.:,:, o
SCALE 1 "= 40'
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
_/_,,,,,,,.-·
\
/
)
\
\
NOTE:
FR - F I RE RES I ST I VE CONSTRUCT I ON /
RESIDENTIAL FIRE SPRINKLERS REQUIRED
/
L
1
. -/ ' _/
• • _-,/ .,
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(S.D. CO. CONTROL PT. RfB00-288+89 EC)
LOCATION: ON EL CAMINO REAL. 2.63 Ml.
NL 'Y FROM lA COSTA AVENUE ENGINEER OF WORK :il:::!:!2:::!f,. i-/rlto I DATE
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GRADING AND EROSION CONTROL PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.17
APPROVEO(JY LLOYD 8. HUBBS
&4 ,...,a:-✓ ~u,./,_ L.2 IL-/,,;,.~
CITY ENGINEER/:7 RCE EYP 12 /31 /05 1/' " OATE
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ENCINEERINC Sae □;ego, c, 92121 RAGNO L. MARTIN DATE -c',,..~-~-?~~~e,~~~'=====°' ~~/_1.5J_ DATE INtnAL DATE INITIAL DATE INITIAL CHKO BY: Gl.iP c • DRAWING NO.
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PAD PER
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EASEMENT
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PAD PER
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TYPE "a" DITCH '-PER SDRSO 0-75' ,----EXIST GROUND
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SECTION J-J
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GRADING AND EROSION CONTROL PLANS FOR:
LA COSTA GREENS
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120
(S.O. co. CONTROL PT. R1800-288+89 E:C) " \./ L2. L ,------------------■-1 LOCATION: ON E:I. CAMINO RE:AL, 2.5J Ml. _u,._,.,[L=/c,__,,£_~_,•~="-"~"""""""-_¢,/40 ~A=P=P=R==o=v£=D=6~Y;===========;=L';'LO;;'YD==;=B;=_ "';H~U~B"'B';;S;"7
NEIGHBORHOOD 1.17 DESCRIPTION: BRASS DISC IN WE"LL MONUME:NT ~
ENGINEER OF WORK NL'Y FROM LA COSTA AVENUE: DATE A ~.4._l )~ _Lg/~/4,>S
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SURVEYING PH(8S8)5S8·4500· FX(8SB)SSB-1414 R1f!li!/; 48670 EXP. 6/J0/06 E:I.EVATION: JI 1.41 NGVD 1929 l---'IN-S~P=Ec~r;"'oC::...7.,£-----'-------~ ~' DATE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL ci ~ l _______________________________ ...,... __________ ....::..:::::~~~~:::::::...~===================:::===================:::'.===::::===========================================:;;:;;;ii~~~=~~~~~~~~;;J2miio.;;-:w"~iii5::;;~,--"viwo-r:i~r~~ R:\0375\&Eng\Rough Grod;ng\0375RG06.dwg[ 2119]0ct-03-2005:11 :49 VWO 04-025
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TV EA}fMENT TO
DANIEL!J\
PER 86:,41254J
DATED 9)11(1986
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HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
S E E S H E E T N 0 6
BENCH MARK
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JOTE:
\ .
FR -f, I RE RES I ST I VE CONSTRUCT I ON /
ff:SIDENTIA~ FIRE SPRINKLERS REQUIRED
\
GRADING AND EROSION CONTROL PLANS FOR:
"AS BUILT" LA COSTA GREENS
DESCRIPTION: BRASS DISC IN WELL MONUMENT NEIGHBORHOOD 117 (S.D. CD. CONTROL PT. RIBD0-288+89 EC) t. ,
ENGINEER OF WORK LOCATION: zr-l~lt'!.t'f/J [~fa ~-&.Ii ./~''¼e?&/4: _J'/tr:t,) ~ // ~ . ~ LL0~;~1~~s
t';;:;:;-;;;::;;;;~;:;::---E~X_P.~_,:,_J_.3o __ J._ii ______ l--=--.--------j,------,+-,r--,,--,--:;--:::----c----::-c----------+-----f---+--+---I l,IC~/=TY=;EN=G=IN=E,=E=r=RR=C=£;=~?-~=-{=~"'~""~~-~::::~i;E-X;-P=-1;2-_~z~~3~1~~/:=_,0~5-;:r::::::::='::::--=_;=-DA:::c;E::;
. V/1 • ~.~),.-Jo•' RcCOROFROM:NORTHCOUNTYCONTROLDATA REVIEWED BY: ~ 8/I I "A5-/3Ull.-T" rDWNBY: __ ~-lr ,PROJECT NO. DRAWING NO. PLANNING 10179 Huenneken§ Street ,< ',ff ~ .1 / t • ~ DATE IN TlAL DATE /NITlAl t:. p
ENGINEERING S.0D;eg~C•92121 D L. MARTIN DATE --~ &f I~ DATE INITIAL REVISION DESCRIPTION I CHKD BY:V CT 04~09 429-2A .. SURVEYING PH(858)558-4S00· FX(858)S58·1414 48670 EXP. 6/30/06 ELEVATION: JI 1.41 NGVD 1929 INSPECTO DATE ENGINEER OF WORK OTHER APPROVAL CITY' APPROVAL RVWD BY: L ________________ J----------~~~2::......:::=============~===========~==:::==::::==========::::::====::::::==============:::;::;:::;;;:;:;;:;:;;;::::;:;;:;:;;;;:;:,;::;:;~:::::;;::::;;;:,:;::;;==::;;:;;::;;,J~l R:\0375\&Eng\Rough Groding\0375RG07.dwg[ 2119]0ct-03-2005:11 :46 VWD 04-025
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2.
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4.
5.
6.
EROSION CONTROL NOTES
IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TIMI OGRADY AT (760) 929-2701
'
EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALLil BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NEC£ SARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATION TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS I1,/MINENT.
I
DEVICES SHOWN ON PLANS SHALL NOT BE MOVED ORJIOOIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF TH[ CITY ENGINEER A ER EACH RUN-OFF PRODUCING
RAINFALL. !
THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION cokTROL MEASURES AS MAY BE
REQUIRED BY THE: CITY ENGINEER DUE TO UNCOMP~ETED GRADING OPERATIONS OR
UNFORESfEN CIRCUMSTANCES WHICH MAY ARISE. 1
I
THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAl[E NECfSSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE rMPOUNDfD WATERS CREA TE A
7. A:~ZA:::~~O:ON;:;:~L MEASURES PROVIDED PER THE i PPROVED GRADING PLAN SHALL
BE INCORPORATED HfRfON.
8. GRADED AREAS AROUND THE PROJECT PfRIMETfR MUST RAIN AWAY FROM THE FACE OF
SLOPE AT THE: CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL Bf 1r:_ PLACE AT THE END OF EACH
WORKING DAY WHEN THE: FIVE (5) DAY RAIN PROBABIUFY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE RE~OVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INC~ MINIMUM AGGREGRATE.
I
11 · st?UffAttt~~t~ff (~6:t~R1r%~~i;0 pi~:Efo FAf!ioJfJ:;Jv;~~ r:fE~[~~Ef0¥~ZtfE BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDA'/-JCE WITH SECTION J5.02J OF
TH[ EROSION AND SEDIMENT CONTROL HANDBOOK OF TH[ DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA. I
TEMPORARY EROSION I CONTROL
PLANTING AND IRRiGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTl('JG AND /RR/GA TION SHALL BE
INSTALLEO AND MAINTAINED AS REQUIRED IN SECTION 212 fF THE STAN/JARD
SPECIF/CATIONS AND TH[ FOLLOWING: .
A.
!
HYDROSEEDING SHALL Bf APPLlfD TO: I
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONt
1
AL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
a. THREE FE£T OR MOR£ IN H£/GHT AND AtJACfNT TO A PUBLIC WALL OR
STRfET.
b. ALL SLOP£$ 4 F£ET OR MORE IN H£/G T.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANYJOF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROV£M£NTS(C NSTRUCTION OR G£N£RAL
LANDSCAPING) WITHIN 60 DAYS OF R04JGH GRADING.
b. IDENTIF/£0 BY TH£ PARKS AND R£CREA Ti/ON DIR£CTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE: ANY SPfCIAL CONDITION /DfNTIF/f BY THE CITY £NGIN£ER
THAT WARRANTS IMMEDIATE TREATMENT. i
B. HYDROSE£D£D AREAS SHALL BE /RR/GA TED IN ACCORD~ANC[ WITH TH[ FOLLOWING
CRITERIA:
C.
D.
f.
1. ALL SLOPES THAT ARE GRADED 6:1 OR STE£PE AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL E IRRIGATED BY HAND
WA TERI NG FROM QUICK COUPLERS/HOSE ,1. BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEAD'l PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL 13£ WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE. ~
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA ED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVEL PfR SHALL SUBMIT A
PROPOSED SCHEME TO PROV/OE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL Bf SPECIFIC RfGARDING THE /:JUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM. I
J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEV£L1 OF TH£ SOIL AT TH£
OPTIMUM LEVEL FOR THE GROWTH OF THE HYO OSEEOEO GROWTH.
HYDROS££DING MIX SHALL CONSIST OF ALL OF THE: F LLOWING:
1. SffD MIX SHALL CONSIST OF NO LfSS THAN:
a. 20 lbs. PfR ACRE OF ROS[ CLOV£R
b. 20 lbs. PER ACRE OF ZORRO F£SCUE
c. J lbs. PfR ACRE OF £ SCHOOL CIA CALljORNICA
d. 4 lbs. PfR ACR£ OF ACHILLEA MILL£FOL1
e. J lbs. PfR ACRE OF AL YSSUM (CARPIT IF SNOW)
f. 1 /2 lb. P£R ACR£ OF D/MORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYD10SEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIA4 STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INpCULA TED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHEf BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING. 1
i. ALL SEED MATERIALS SHALL BE TRANSPORtED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG AIT~CHED TO, OR PRINTED ON
SAID CONTAINfRS. 1
j. NON-PHYTO-TOXIC WETTING AGENTS MAY fJE ADDED TO THE HYDROSEED
SLURRY AT THE 0/SCRCTION OF THE CO~TRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO [' SS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHE STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MfCHANICALLY P NCH/NG NO LESS THAN 50% OF
THE STRAW INTO THE SOIL. I
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHA~/: SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 /~s. PfR ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRlqR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY fNY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6.~ 1
b. HARROWING AREAS 6:1 OR FLATTER THAT fRE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP I USING ITEMS a OR b ABOVE.
2. CONDITION/NG THE SOILS SO THAT IT IS SU/TABLf: FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE IO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH , DJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED Vl1BLE CONDITIONS FOR GROWTH.
HYDROSffDED AREAS SHALL BE MAINTAINfD TO PROV/D A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR I REAS WHERE HYDROSEEDING IS
THE: PERMANENT LANDSCAPING, UNTIL THE: PROJECT IS I COMPLETED AND ALL BONDS
RELEASED.
PUBLIC RIGHT-
OF-WAY
50' MIN.
12" MIN.
2" MINUS ROCK
PROFILE FILTER FABRIC
[XISTING GROUND t PUBLIC RIGHT-OF-WAY
I I
30'M/N.
T
STEEL SHAKER PLATES/RUMBL[ RACKS
20' MIN. RADIUS, /
FENCE/BARRIER TO R[STR/CT /
TRAFFIC TO CONSTRUCTION [NTRANCE
PROVIDE APPROPR/A TE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-WAY
STABILIZED CONSTRUCTION ENTRANCE
P[R CALIFORNIA STORMWAT£R BMP DWG. TC-1
GRAVEL BAGS OVERLAP
ONTO CURB ,
RUNOFF
GAP B[TWEEN BAGS
ACTS AS SPILLWAY
J FT (0.9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WITH £NOS OVERLAPPED
GRAVEL BAGS
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TR[NCH UPSLOP[ FROM AND
ALONG THE LIN[ OF POSTS.
-------
J. ATTACH THE FILTER FABRIC TO
THE WIRE FENC[ AND [XTEND IT
INTO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
~I FILTER FABRIC 1 :=>.L-..,.,..
; 1~11 "'~~
SILT FENCE
9 IN.
MIN.
2 FT
EARTHEN RIDGE
UNLINED SW ALE & BERM
ING....,_ B'(MIN.) SPAC
FOR VEHICLE
ACCESS )
_/
i!: ~
~ 31: i:::,
I ~f;l ~; g ~
SWALE
I ?llfl' UAV
I (SEE TABLE BELOW)
,,...---CENTERLINE
A-
DIRECTION OF .. STREET FLOW
~
~
I
J
GRAVEL
W= 7
&IGS (n'P.)
57' ROADBED
WIDTH
_-cm TERLINE
-~ I rli-t MIN.) SPACING FOR
/CL£: ACCESS
.L
T
X SWALE ,II: "'
A -PLAN
NO SCALE
ONE &IG MIN. GRAVEL &IGS (n'P.) '
'
FIRST ROW OF &IGS'V_SECTION TO BE HALF BURIED A-A
NO SCALE
STREET SLOPE INTERVAL
LESS THAN 27' 200'
2:r ro 47' 100'
47' TO 107' 50'
MORE THAN 107' 25'
NOTE:: PROVIDE VELOC/'TY REDUCER IN ALL
UNPAVED STREETS AT THE INTERVALS
IND/CA TfO ABOVE.
SAND BAG VELOCITY REDUCER
NO Sc.AL£:
3'-4'
20'-30'
31 -40
41'-50"
51 -eo·
61"-lu
\ (1.2 -JK;p
/I~ \_
/JI\ ~ I;/
,
•
•
•
10.5
1L
STRAW ROLLS MUST BE Pl.ACED
ALONG SLOPE CONTOURS ' {JI ADJACENT ROLLS SHALL
~
10'-25' (J-Bm)
)
,,
\ T!GHTL Y ABUT
\ t ~
0:J '\, \ ,,A
SPACING DEPENDS
ON SOIL TYPE AND
SLOPE STEEPNESS r SEDIMENT, ORGANIC MATTER,
AND NATIVE SEEDS ARE
<v>.;,-.... CAPTURED BEHIND THE ROLLS. ~·
NOTE:
1. STRAW ROLL INSTALi.AT/ON REQUIRES THE
PI.ACEMENT AND SECURE STAKING OF THE ROLL IN
A TRENCH, J"-5" (75-125mm) DEEP, DUG ON
CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN
UNDER OR AROUND ROLL.
FIBER ROLL
NOT TD SCALE
J"-5" (75-125mm)
8"-10" DIA.
(200-250mm)
'< ~" 1/.s. '~ 'v',:
I " X I " STAKE
(25 x 25mm)
NOT TO SCALE
LEGEND
DESCRIPTION QUANTITY SYMBOL
STABILIZED CONSTRUCTION ENTRANCE 2 E.A.
SILT FENCE 980 LF
UNLINED SWALE & BERM ------
0-75 LINED SWALE
GRAVEL BAGS
FIBER ROLL
RIPRAP
FIBER MATTING AREA
PER SHT.1
2,548 EA.
1,262 LF
PER SDRSD 0-40
59,065 S.F.
=:>=:>=:>
0000000000000·
++++++
+++++++
++++++
+++++++
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
PlANNING 10179 Huennckens Street
ENGINEERING San Oieg.o, (.a 92121
SURVfYING PH(8S8)S58-4500· FX(BSB}S58·1414
,.-~l'-ocEss,o~ ENGINEER OF WORK /f.f¼O L. ~~~'
/j ~ t,
c..,""I': --'~ aJ;:.. ## _Jl:." Zz .,/ <-/~ k P. NO. 48670 hj ,,..,C ~ (/r-'. A,,,,,,,,..
"ii, EXP. 6/307,,,{, ;' -◄n, '" '""" RA' NO L. MARTIN DATE: ~ ,,Ii ,.,. RCE NO 48670 EXP. 6/30/06
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DESCRIPTION:
LOCATION:
BENCI-I MARK
[JRASS DISC IN WELL MONUMENT
(S.O. CO. CONTROL PT.
R1800-288+89 EC)
ON EL CAMINO REAL. 2. 63 Ml,
NL 'Y FROM lA COSlll A VENUE
RECORD FROM: NORTH COUNTY CONTROL OAT~
ELEVATION: J11.41 NGWJ 1929
"AS BUILT"
w /).d__ g/2/,u
R 'l-814170 EXP. 6/.30/1;,, DATE
REVIEWcO BY: 4~
l_.£c--!===90A.=,;:c-,,£=-..:..::'~· ====~ _.i/4fk_
INSPECTG_£;;_ ________ • ___ DA_r._E __ --t
1---+--+--------------jf---+---t---f-----tl SH8EET I CITY OF CARLSBAD I SHg"TS I
~===-====E.::::N=G=IN=E.=ER=IN=G=O=EP=>\=R=r.=ME.=N=T==='--'==~
1------1---l-----------------t----+---t----+---1 GRADING ANO [ROS/ON CONTROL PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.17
APPROVED(Jr LLOYD B. HUBBS
1------1---l---~-------------t----+---t----+---1 ~-e: ,cc d. ,--~ ~-/4 S: ,,,_~, ~ ' Cl/? ENGINEERV'RCc FYP)2 /3) /05 7• DATE
l-;,8'r /r.,/:-o+R:c-l;-M:-:-1l-11"'''\-,,,,A7 .S-:.c-8;;-U-:-;-;/(..:-:;;T;-,;c-, ---------t---t----t---t---1
DATE INl7JAL
ENG/NffR OF WORK REVISION DESCRIPTION
OWN BY:~~--PROJECT NO. DRAWING NO.
t--DA_TE~~I_NI_TIA_L-+-_DA_T._E ~IN_lr._JA_L -1 CHKD BY: t;"p c T o 4-o g 4 2 9-2 A
OTHER APPROVAL CITY APPROVAL L':Rc'.VKl!'.!Dc:....!=.B!..:.Y:====' ~-------~ ~---~
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00
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!'LANNING
ENGINEERING
SURVEYING
HUNSAKER
& ASSOCIATES
S.~N DIEGO, INC.
10179 Huennekcns Street
San Diego, Ca 92121
PH(858)558·4500· FX(B58)558-1414
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78 12-,2.21 79 I i J2JB.2 I / 80 .·
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ENGINEER
R~Ofu~~
OF
RCE NO 48670 EXP. 6/30/06
6 .......
• i.11,.,' 218.3 " r· -~ -•·-";.,.~., '
43
1 r1n I
42 I 111.4 I
BENCH MARK
DESCRIPTION: BRASS DISC IN WELL MONUMENT
(S.O. CO. CONTROL PT. R1800-288+89 EC)
WORK LOCATION: ON EL CAMINO REAL, 2.6.J Ml. NL 'y FROM LA COSTA AVENUE
RECORD FROM: NORTH COUNTY CONTROL DATA
ELEVATION: 311.41 NGVD 1929
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"AS BUILT"
,.
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE: INITIAL DAT£ INITIAL
OTHER APPROVAL CITY APPROVAL
0 100 200 ~-----~
SCALE 1•~100'
GRADING AND EROSION CONTROL PU\NS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.17
APPROVED QY LLOYD B. HUBBS
/4--< .... ~ a. ~~;.:.( /~S-c1TY ENGINEER VRcE 23 EXPJ2/31 /05 OArE
OWN BY:-~~~-
CHKD BY: GVP
RVWO BY:
PROJECT NO.
CT 04-09
DRAWING NO.
429-2A
R:\0375\&Eng\Rough Grod;ng\0375RG09.dwg[ 2119]Aug-12-2005: 14:54 vwo 04-025
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