HomeMy WebLinkAboutDWG 429-7B; CT 99-04; LA COSTA OAKS NORTH NEIGHBORHOOD 3.2; 01-06GRADING 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 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 LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-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
CERTIFICATE 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 EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY
WRITING THE POLICY MUST HAVE A RATING OF 'JI• OR BITTER AND A SIZE
CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL AU 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 EN:JINEER. NOTED WITHIN 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 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 DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (a) LABORATORY WORK SHEETS AND (c) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE 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.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDATIONS 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
STATE OF CALIFORNIA PRINCIPALLY 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 SPECIFICATIONS AND THE
• EARTHWORK SPECIFICATIONS • ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCT/ON MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION. SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK (760-438-3891) AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760) 438-3891./NSPECTION REQUESTS 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 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
SHOR."NG, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR Sc/ALL CONFORM TO LABOR CODE 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 CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
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 EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACWRS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATI01v.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCT/ON. OPERATIONS WILL CEASE IMMEDIATELY. AND THE
PERMITTEE 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, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND
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 SUBMIUED 8Y THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORK/NG DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RE5PONS/BL£ FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION 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
WITHIN TEN ( 10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 429-7M, 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 REQU/RfD FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
0-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/ 4'
ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
J 1. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33, THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800) 422-4133
SDG&E (800) 660-7343
PACIFIC BELL (800) 892-0123
ADELPHIA CABLE COMMUNICATIONS (760) 438-7741
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760) 434-2980
CARLSBAD MUNICIPAL WATER DISTRICT (760) 438-2722
VALLECITOS WATER DISTRICT (760) 744-0460
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROUED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/Of? GEOLOGIST TO GIVE TECHNICAL ADVICE.
OBSERVE AND CONTROL THE WORK IN PROGRESS { 15. 16. 120 A.8}
CARLSBAD MUNICIPAL CODE.
8. 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. 1 OJ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL. AND SUMMARIES OF
FIELD AND LABO RA TORY 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.
35. 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.
36. TH£ SOILS REPORT TITLED VILLAGES OF LA COSTA ''rH£ OAKS' PREPARED
BY G£0CON AUGUST J, 2001, AND UPDATED LETTERS JUN£ 14, 2005
AND JULY 20, 2005, SHALL BE CONSIDERED AS A PART OF THIS GRADING
PLAN. ALL GRADING SHALL 8£ DON£ IN ACCORDANCE WITH TH£
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
RESOLUTION NOTES
COMPLIANCE WITH APCD RULES 51 (THE "NUISANCE" RULE), 52
(PART/GULA TE MA TT£R), AND 54 (DUST AND FUMES} OF TH£ AIR
QUALITY CHAPTER WOULD EFFECT/I/ELY MIT/GA TE DUST IMPACTS
GENERA TED DURING GRADING OPERATIONS. TH£ FOLLOWING MEASURES
ARE REQUIRED TO ACHIEVE COMPLIANCE WITH THESE RULES AND
REDUCE CONSTRUCTION RELATED TO AIR POLLUTANTS:
1. TH£ WATERING OF ALL SURFACES BEING GRADED AND HAUL
ROUTES SHALL 8£ REQUIRED DURING DRY WEATHER CONDITIONS.
2. ALL UNPA V£D AREAS SHALL 8£ REV£G£TA TED ACCORDING TO TH£
APPROVED LANDSCAPE PLANS AS SOON AS POSSIBLE AFTER
GRADING.
3. ALL CONSTRUCTION-RELATED TRAFFIC SHALL BE RESTRICTED TO
ROUTES THAT AR£ DUST-CONTROLLED, REDUCED SPEED LIMITS SHALL
8£ MAINTAINED FOR ALL HAUL AND CONSTRUCTION VEHICLES
4. ALL CONSTRUCTION ACTIVITIES SHA LL BE LIMITED DURING PERIODS
OF HIGH WINDS.
D CONSTRUCT/ON EQUIPMENT
MANUFACTIJRERS SUGGESTED
UEL INJECTION TIMING RETARDED
5. ALL HEAVY-DUTY, DIESEL PDW£RE;
SHALL BE OPERA TED ACCORDING TO
OPERA TING INSTRUCT/ON (WITH TH£ F
TO R£COMM£ND£0 LEVEL OF NDX £Ml
R£SUL T IN £XC£SS/V£ VISIBLE SMOKE
CONTROL POLLUTANT £MISSIONS.
SSIONS, BUT WHICH WOULD NOT
EMISSIONS} IN ORDER TO
BE SUBJECT TO REGULARLY 6. CONSTRUCT/ON EQUIPMENT SHALL
SCHEDULED MAIN T£NANC£/TUN£ -UPS
NOT BEING UTILIZED TO A VOID £XC£S
, AND BE TURNED OFF WHEN
SIVE IDLING £MISSIONS.
AL GOA TING AND CUT-BACK
LES 67. 9 AND 67. 7, TO
7. TH£ APPL/CATION OF ARCHITECT/JR
ASPHALT SHALL ADHERE TO APCD RU
EFFECTIV£L Y CONTROL OTHER CONSTR UCT/ON-RELATED EMISSIONS
OF AIR POLLUTANTS.
ALL MONITOR FOR COMPLIANCE 8. TH£ £NGIN££RING DEPARTMENT SH
DURING ALL GRADING OPERATIONS OF THE PROJECT.
EAS THAT ARE GRADED AND
R A PERIOD OF MORE THAN 6
9. ALL BUILDING PAD AND STREET AR
REMAIN VACANT OR UNDEVELOPED FO
MONTHS AFTER TH£ GRADING OP£RATI
SEEDED AND ADEQUATELY IRRIGATED
ON IS COMPLETED SHALL BE
TO REDUCE EROSION AND VISUAL
IMPACTS.
1 0. NO MOR£ THAN 25 RESIDENTIAL B
TH£ SUBDIVISION SHALL 8£ ISSUED U
Cl RC ULA TION ACCESS ROADS INSTALL/:;
UNITS, TH£ CIRCULATION IMPROV£M£N
SATISFACTION OF THE C/Tr' ENGINEER
U/LDING PERMITS (UNITS} WITN/N
NTIL THERE ARE TWO
D. PRIOR TO EXCEEDING 25
TS MUST BE COMPLETED TO THE
AND THE FIRE MARSHAL.
IMPORTANT NOTICE
CAFILE!BAD
CITY OF ENCINITAS
VICINITY MAP
N. T.S.
OWNER'S CERTIFICATE
CITY OF
SAN MARCOS
II
PROJECT
SITE
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS B££N OR WILL
BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY' AND ADVISE ON THE COMPACTION
ANT~ THIS SIT£. • 2 . ~ . Cp
SIGNATURE DAT£
BY FRED ARBUCKLE
PRESIDENT MORROW DEVELOPMENT
AS AGENT FOR REAL ESTATE COLLATERAL MANAGEMENT COMPANY
SOILS ENGINEER'S CERTIFICATE
I, SHAN£ RODACK£R, A REGISTERED CIVIL ENGINEER IN TH£ STAT£ OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY
OF TH£ SOIL CONDITIONS PRE;'fALENT WITHIN THIS SIT£ WAS MAD£ BY ME OR UNDER MY DIRECTION
BE/WEEN THE DATES OF ,t,.J.jfi?r,__ZH.t AND ~1,2_\c,"(_~---TWO COMPLIT£ COPIES
OF THE SOILS REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAVE BEEN SUBM/Tr£D
TO THE OFFICE OF THE CITY' 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
SHANE RODACKER
R.C.£. NO. 63291 EXP. DAT£: 06-30-06
DATE
"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 CODE, AND THAT
TH£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE C/Tr' 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
TELE(;~.! NE:(858) 558-4500
BY, ~~/J,~
'MONO L. MARTIN
P.E. NO.: RC£ 48670
EXPIRATION DAT£: ~6~/.=3=0/,~0~6~-------
SOURCE OF TOPOGRAPHY
DATE: z./1 /or,
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
AERIAL SURVEY BY SAN-LO AERIAL SURVEYS (1-30-97)
AND BY R.J. LUNG (5-11-04}. TOPOGRAPHY SHOWN HEREON
CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWING NO. -368-2B
C/Tr' OF SAN MARCOS DRAWING NO. -4415
C/Tr' OF SAN MARCOS DRAWING NO. -1674-4
C/Tr' OF SAN MARCOS DRAWING NO. -GP-2161
C/Tr' OF SAN MARCOS DRAWING NO. -IP-4517
SHEET INDEX
NOTES & DETAILS
GRADING
EROSION CONTROL
SHEET
SHEET
SHEET
1-3
4
5-6
OWNER EARTHWORK QUANTITIES*
REAL ESTATE COLLATERAL MGMT. co., CUT: 1,466 CY
A DELAWARE CORPORATION FILL: 64,028 CY
1903 WRIGHT PLACE IMPORT: 64.287 CY
SUITE 180 REMEDIAL: 21,536 CY
CARLSBAD CA, 92008 NET SHRINKAGE: 1,725 CY
(760) 929-2701 * QUANTITIES SHOWN ARE FOR BONDING ONLY AND
LEGAL DESCRIPTION ARE NOT TO BE USED FOR BIDDING, BUDGETS
OR OTHER PURPOSES.
BEING A SUBDIVISION OF PORTIONS OF PARCEL MAP NO. 10179 FILED IN THE OFFICE
OF THE COUNTY RECORDER OF SAN DE/GO, JUNE 2 7, 1980 AS FILE NO. 80-204502
OF OFFICIAL RECORDS, AND PORTIONS OF SECTIONS 29, 30 AND 32, TOWNSHIP 12
SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, ALL IN Tr/£ CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
BASIS OF BEARINGS PROJECT LOCATION
THE BASIS OF BEARINGS FOR THIS SURVEY IS Tl-IE THIS PROJECT IS LOCATED WITHIN
CALIFORNIA COORDINATE SYSTEM -1983, ZONE VI, ASSESSORS PARCEL NOS.
1991.35 EPOCH, NORTH AMERICAN DATUM OF 1983 213-112-01. THE CALIFORNIA
(NAD83), GRID BEARINGS BE.TWEEN STATION 147 COORDINATE INDEX OF THIS PROJECT
AND STAT/ON 152 AS SAID COORDINATES ARE IS N 1978 £ 6268 PUBLISHED IN THE CITY OF CARLSBAD SURVEY
SECTION 4216/4217 OF THE GOVERNMENT CODE CONTROL NETWORK ESTABLISHED BY RECORD OF
SURVEY MAP NO. 17271, FILED IN THE OFFICE OF REQUIRES A D/GAL£RT IDENTIFICATION NUMBER BE Tl-IE SAN DIEGO COUNTY RECORDER ON FEBRUARY ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE 8, 2002. IE: N 04·55'39" W VALID. FOR YOUR D/GALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT.· o<'c>/oe:,/oe RU-1 /1\ .t,,6-1".:UIL..T
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS, REMEDIAL GRADING,
DRAINAGE FACILITIES, 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 C/Tr' 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 CONSTRUCT/ON, AS DIRECTED BY THE C/Tr' ENGINEER.
1. CARLSBAD MUNICIPAL CODE.
2. CITY' OF CARLSBAD ENGINEER/NG STANDARDS.
3. THIS SET OF PLANS.
4. RESOLUTION NO. 5020 DATED SEPT. 05, 2001, AND NO. 5022 DATED SEPT. 05, 2001.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON
DATED AUGUST 3, 2001, AND UPDATED LETTER DATED .JULY 20. 2005
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS"
MAY BE MODIFIED BY TH£ C/Tr' OF CARLSBAD ENGINEERING STANDARDS.
8. FINAL PROGRAM £/R 98-07 AND TH£ MITIGATION MONITORING AND REPORTING PROGRAM.
9. STORM WATER POLLUTION PREVENTION PLAN FOR NEIGHBORHOOD 3.2.
PREPARED BY: HUNSAKER & ASSOCIATES , WDID NO. 9 37C335747, DATED MARCH 24 2005 .
10. STORM WATER MANAGEMENT PLAN (SWMP) FOR N£/GHBORHOODS 3.2, 3.6, & 3.7.
PREPARED BY: HUNSAKER & ASSOCIATES , DATED JULY 25 2005 .
11. CALIFORNIA STORM WATER QUALITY' ASSOCIATION, STORM WATER BEST MANAGEMENT PRACTICE,
CONSTRUCTION HANDBOOK AND STAT£ OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION,
CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP} MANUAL.
LEGEND OF ABBREVIATIONS
TC
GB
BC
EC
HP
LP
FL
TOP OF CURB
GRAD£ BREAK
BEGIN CURVE
£ND CURVE
HIGH POINT
LOW POINT
FLOW LIN£
ST
RT
LT
FS
N.T.S.
TW
TF
STREET
RIGHT
LEFT
FINISHED SURFACE
NOT TO SCALE
TOP OF WALL
TOP OF FOOTING
LEGEND
STD. DWG.
C.I. c.o.
RCP
C.B.
EVC
BVC
FG
SYMBOL
CURB INLET
CLEANOUT
R£/NFORC£D CONCRETE PIPE
CATCH BASIN
END VERTICAL CURVE
BEGIN VERTICAL CURVE
FINISHED GRADE
QUANTITY DESCRIPTION
SUBDIVISION BOUNDARY
RIGHT OF WAY
---------
LOT LINE
EASEMENT LINE
EXISTING STORM DRAIN
PRIVATE STORM DRAIN
CATCH BASIN Tr'P£ "G-1"
SPOT ELEVATIONS
EARTHEN SWALE
CUT/FILL LINE
DAYLIGHT LIN£
D-8
SLOPE EMBANKMENT (2: 1 MAX.}
PUBLIC UTILITY' EASEMENT
EXISTING CONTOUR
CUT/FILL
FINISH CONTOUR
TERRACE DITCH
EXISTING BROW DITCH
SUBDRAIN
FUEL MODIFICATION LINE
PAD ELEVATION
LOT NO PER FINAL MAP
NO. 3 BACKING RIP RAP
DETAIL 'fl" SHT. 3
HABITAT PROTECTION FENG£ (ORANG£}
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10"179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(656)5584500· FX(858)558·1414
/"'""•~-1Bo.-c_., ..... •· C
1so---
=>
I 2so I
34
~
-0------0----0--
ENGINEER
~~~/J,a.t:
RkOND L. MARTIN
OF
RC£ NO 48670 EXP. 6/30/06
59 LF
1 EA
1,027 LF
4 CY
1,381 LF
WORK
z./1 !00
'oA°TE
BENCH MARK
DESCRIPTION: STD. STREET SURVEY MONUMENT
LOCATION: STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL
ELEVATION: 311.41 NGVD 1929
Ptt:;~EPARTMENT APPROVAL "AS BUILT"
/lJY~~ DATE: 3 /Z.7 /x,
o~/ae:,!._Q~ (SIGNED)
C)o,v NE.I.I , '4~•srn..,rPLINNll[G DIRECTIJR RC£ t.f,e:,,:.,no
I I
o:,,/~o lob DATE EXP.
c:;7__,_ a.-4,,-' DATE: )jJ-7µ REVIEWED BY: / (SIGNED)
£~'"7 RECOIIIIENDED BY: 1essicA: G l!;u" ~d 06/;~/oa
' DA'TE (PRINT NAIIE) INSPECTOR 4
V
I S1ET I CITY OF CARLSBAD I SH6S I
ENGINEERING DEPARTMENT
MASS GRADING AND EROSION CONTROL PLANS FOR:
LA COSTA OAKS NORTH
NEIGHBORHOOD 3.2
APPROVED1fr GLENN T. PRUIM 4-___,✓• ~~Z:-,6?_ ~ o/ //,:,/DC:.,
CITY ENGINEE!f/ RCE ~ EXe9Z3 □ZQ? 7 7 DATE
TOLL FREE 1-800-422-4133 =/u/o<,, H~A ji\,t.0ce.D i"-£.TbJUIUC.. UbLL-Ol-\'f'.4 :YJ/d .'7 OWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL
TWO WORKING DAYS BEFORE YOU DIG ENG/NffR OF WORK REVISION DESCRIPTION
DATE INITIAL ' DATE INITIAL CHKD BY: llS.:S" ... CT 99-04-03 429-7B RVWD BY: [,f/ OTHER APPROVAL CITY APPROVAL • 'f
R:\0282\&Eng\Grading\Moss Grading 3.2\0282RG-3.2-0/.DWG[ I275}Feb-0I-2006:I l:12W.0. No, 2.352-01.39
BIN :
' \
l ,
' !
HUNSAKER
& ASSOCIATES
~l'."l DltlG, lilC
PLANNING 10179 f-luennekern Sc:reet
l::NCIN~H'..11\C Sc1.11 D112-g•J., Ca 92121
:>URVE'il\C :>J-l(R58)55-8-4500-FX(~58)':i1R-141-I
FUTURF
LA COSTA
OAKS 3, J
CROJECT BOUNDARY ----7
0
~
Ul\JJVERSJTY
COMMOJ\JS
W\P 13155
CITY OF SAJ\J
1'v/ARCOS
I
I
\
I
/
SD 7 60 I E~
SCA_[ 1"-BO
320
SHEET INDEX MAP
PROJECT BOUNCAR)'
STORM DflA1N
RiGh'T OF W~ Y
£/JSEMENT
STREEJ "IAME
f_Qr NU/ABER
SCAi [ I "=80'
INDEX MAP LEGEND --------
--------j-------<!§1 --
SAN EL/JO ROAD
209
/ ' I&
.,, ?.:'~
IID. C-48670 ~ fil
&,. 05-JIJ.08
%,f CM!. &-IJf CALlfll~~
~ .
1
ENGINEE:R
' I
OF
~~~£
RC£ NO 48670 EXP. 6/30/06
BENCH MARK
D£5CRIPnON: SID. STREET SURI/IT MONUMENT
1NC)RK LOCJ.nON: STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
2,,,/1 /Dt, RECORD FROM: SAN DIEGO COUNTY
l,[)fnCAL CONTROL
DATE ELEVAnON: 311.41 NGVD 1929
""<\S BUILT"
~Y4 ~1oo1-:; 4bl,70 EXP r'Xl/1!>0/0b DATE . '
REVIEWED BY: o,s,fq ... lrl RU-1 J&:.,.,o-~IL.T . Cc_ o,f.11.LoB OAfE .rN/TfAL
d ~NG/NEER OF WORK RE'IISION DESCRIPTION
IN5PtCIOR DATE
OAT'£ !NmAL
OTH[R APPROVAL
MMdcRP NOTES (DUST MITIGATION AND RAPTOR NESTING)
PER 4.10-6: TEMPORARY DESALTING BASINS CAN ONLY BE
REMOVED WHEN PERMANENT EROSION CONTROL LANDSCAPING HAS
BEEN ESTABLISHED TO T/-fE POINT Tl-fAT DOWNSTREAM EROSION
ANO SEDIMENT TRANSPORT MEETS REGULA TORY STANDARDS.
PER 4.4-248: IF OCCUPIED RAPTOR NESTS ARE PRESENT DURING
GRADING AND CONSTRUCTION WHICH CREATES ADVERSE EFFECTS
TO ACTIVE RAPTOR NESTS, INCLUDING NOISE LEVELS WHICH WOULD
BE ABOVE 60dB(A} AT NESTING SITE, OPERATIONS SHALL BE
RESTRICTED TO 200 FEET FROM ANY ACTIVE NEST.
PER 4.9-4A: IN DISTURBED AREAS AND ON MANUFACTURED
SLOPES, APPROVED GROUND COVER SHALL BE REPLACED WITHIN
30 DA Y5 FOLLOWING T/-fE COMPLETION OF GRADING ACTIVITIES.
B: AREAS GRADED FLATTER THAN 6: I SHALL BE PLANTED WITH A
COVER CROP OR COVERED WITH JUTE MESH IN CONFORMANCE
WITH SECTION £3-1.2-2. 1 OF THE CITY LANDSCAPE MANUAL.
C: EXPOSED STOCKPILES (I.E. GRAVEL. SANO, AND DIRT) WITH 5%
OR GREATER SILT CONTENT SHALL BE ENCLOSED, COVERED,
WATERED TWICE DAILY. OR APPLIED WITH NON TOXIC SOil BINDERS
ACCORDING TO MANUFACTURES' SPECIFICATIONS.
D: AREAS BEING ACTIVELY GRADED SHALL BE WATERED TO REDUCE
POTENTIAL FOR BLOWING DUST.
E: ALL EXCAVATING AND GRADING OPERATIONS SHM_L BE
SUSPENDED WHEN WIND SPEEDS EXCEED 25 MPH AS MEASURED
AT THE OCEANSIDE STATION OF THE NATIONAL WEATHER SERVICE
IT SHALL BE T/-fE RESPONSIBILITY OF THE GRADING CONTRACTOR
TO ASCERTAIN AND RECORD DAILY WIND SPEEDS DURING THE
GRADING PROCESS. T/-fESE RECORDS SHALL BE AVAILABLE FOR
INSPECTION BY THE PUBLIC WORKS INSPECTOR.
F: ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE
MATERIALS OFFS/TE 01.1:R PAVED ROADS ARE TO BE COVERED OR
SHALL MAINTAIN AT LEAST TWO FEET OF FREEBOARD (I.£, MINIMUM
VERTICAL DISTANCE BETWEEN TOP OF THE LOAD AND THE TOP OF
THE TRAILER) IN ACCORDANCE WITH THE REQUIREMENTS OF
CALIFORNIA VEHICLE CODE SECTION 23114.
G: DUST EMISSIONS FROM ROCK CRUSHING OPERATION SHALL BE
CONTROLLED BY THE USE OF WET-SUPPRESS/ON TECHNIQUES
INCLUDING BUT NOT UM/TED TO: MISTING SYSTEMS ALONG THE
CONVEYOR FEEDS FOR THE CRUSHER, WITT/NC: OF STOCKPILES
AND CESSATION OF CRUSHER ACTIVITIES WHEN WIND SPEEDS ARE
IN EXCESS OF 25 MILES PER HOUR. WIND SPEED AND CRUSHER
OPERATION RECORDS SHM_L BE KEPT IN ACCORDANCE WITH
MmGAT/ON MEASURE 4.9-4(E), ABOVE.
H: PAVED STREETS OFFS/TE SHALL BE SWEPT AT THE END OF
EACH WORKING DAY IF VISIBLE SOIL MATERIAL IS CARRIED ONTO
ADJACENT PUBLIC PAVED ROADS (RECOMMENDED WATER SWEEPERS
WITH RECLAIMED WATER)
/: ACTIVELY USED UNPAVUJ ROADS, PARKING AREAS AND STAGING
AREAS SHALL BE WATERED THREE TIMES DAILY OR NON-TOXIC
SOIL STABILIZERS SHALL BE APPLIED TD THESE AREAS ACCORDING
TO MANUFACTURERS' SPECIFICATION.
J: POSTED TRAFFIC SPEEDS ON Al..1. UNPAVED ROAlJS SHALL BE 15
MPH OR LESS.
K: CONSTRUCTION ROADS THAT HA VE A TRAmc VOLUME OF MOR£
THAN 50 DAILY TRIPS BY CONSTRUCT/ON EQUIPMENT OR 150
TOTAL DAILY TRIPS FOR ALL VEHICLES SHALL BE SURFACED WITH
GRAVEL OR OTHER MATERIALS TO REDUCE DUST.
L: CONSTRUCT/ON ACCESS ROADS SHALL BE PAVED OR GRAVELED
AT LEAST 100 FEET ONTO THE PROJECT SITE.
MMtkRP NOTE:S (GENERAL)
PER 4.4-23 CONSTRUCTION STORAGE iAND STAGING AREAS SHALL
BE LOCATED AS FAR FROM HCP/OMSP AREAS AS POSSIBLE AND
SHAl..1. BE KEPT FREE FROM TRASH AND OTHER WASTE THAT MAY
ATTRACT SCAVENGERS.
I S'2IT I I SH6TS I CITY OF CARLSBAD
UIG!NttRING DEPARTMENT
MASS GRADING PLANS FOR:
LA COSTA OAKS NORTH
NEIGHBORHOOD 3.2
APPROVED or GLENN T. PRIJTM
A t> ey u:---~·.., ·• CITY ENGINE--,icf~ --'74__ ~o/'4'4-Exe9l::!Olo7 ---DATE
OWN BY· PROJECT NO. DRAWING NO.
CHKD Br , < of"
-
DATE fNmAL .
CITY APPROVAl RVWO BY: r/ CT 99-04-03 429-7B
'
R:\02S2\&Eny\Grnding\Moss Gmding 3.2\0282/?G-3.2-02.DWG[ T275)Feb 01 2D06:l 1:14W.0. No. 2352-0139
EI/N :
051206
6..' . . .
--....,.1-J" 470-C-2000 CONCRETE OR
. : ~ 3" 2500 PSI AIR PLACED CONCRETE
· ·. :~:.··, W/ s· x s· x 10 GAUGE \\llDED
v.fRE MESH.
.; . ',P· . . ' ~ '
□~1 /2W UNLESS
O™ERWISE SHOWN A_J
6" CONCRETE CUTOFF WALL TO BE
CONSTRUCTED AT BO™ DOWNSTREAM
AND UPSTREAM END SECTIONS.
MODIFIED TYPE D TERRACE
DITCH PER D-75
NOT TO SCALE
LINED DITCH
·. & ~.
. . 11.·~-~ :-
. . . ' a.· ,------
6"X6" -10 GA 1-1/2" CLR
WELDED WIRE MESH(W'W) , . 6
CUTOFF WALL
SECTION A-A
NOT TO SCALE
. . .. .
SPLASH WALL LOCATION i~f "m:fil Pc!-ffi:ow.
REINFORCE Ill™ 6"X6" -10 GA
WELDED WIRE MESH(W'W)
LINED DITCH CONFLUENCE
NOT TO SCALE
8"
-~::ir-=::;MOUND GROUT
8" CONC. BLK.
SPLASH WALL
GROUT CORES
SOLID.
f4 BARS FULL LENG™
CONCRETE DITCHI-_,,,. -....,-il;,'~+i,;~-ri
6"X6" -10 GA
WELOED WIRE MESH(Wv.M)
SPLASH WALL
NOT TO SCALE
I
A
B
C
(
(
(
DE:slLTING BASIN
SP/UWAY DITAIL---
"E" THIS SHEET
TOP .t: BOTTOM
ELEVAnON PER PIAN
DES/L nNG BASIN SPILL WAY
DETAIL "E" THIS SHEET
/
I
I
I
I
I
l<j
I ~I
I ol iil I I
I
I
I
/
/
/
I
I
/
I
I o,j ~--<.
•
•
•
•
5' BENCH--
/
\
I I
\
\
\
\
•
1_
\
\
\ ' ' '-
/
'--
' ' -'-
' -
VARIES
\.... TOP OF BASIN
•
BOTTOM LENGTH PER PLAN
. ___ 2:tsT.OPE:---__
-----------Ii --------------=====(-7-=~=~~~~~
,-----2:1 SLOP~ ----y _ ------
7
ffi a..
L __ _ _____ __j
2:1 SLOPE
----~--------====~~~~~ -----V -_-_-_ ----V ---2,1-_§LQP~ ------
-------PLAN
VARIE:s
TOP AND BOTTOM LENGTH
AND WIDTH PER PLAN
EBRIS RACK CAGE
DETAIL RIGHT) 1' MIN. FREEBOARD
'i7 WA Tf:R LEVEL
'
/
\
I
SPOTWELD E:ACH
POST 4 PLACES
-DIAMETER EQUALS
SIZE OF RISER
PER PLAN
-1 HHHl--¼-H--+--I-IHlr----,
5 #3 REBARS EVENLY
SPACED & SPOTWELDED
TO END or POST BO
SIDES
2' \ l I-UNIVERSAL
COUPLERS
-------#3 REBARS
MATCH ro OF COUPLER
,~-W/ mP F RISER
SPACED O B"D.C .
FRONTVIEW
DEBRIS RACK
C.M.P. RISER HOT-DIPPED UY COATED VAN/ZED 72 GAUGE
2-2/3" x 1/2" CORRUGA NS, DIAI.IETER P PLANS. CUT 5 HORIZ.
SLOTS OF 7/4" x 70" UALLY SPACED Ai?OUN/) CIRCUMFERENCE,
FIRST ROW TO BE 4 • OW LOWEST UNIVERSAL O COUPLER
LOCATED AT TOP OF SER. SECOND ROW TO BE "AGGERED AT 5 1 /3 •
BELOW FIRST ROW. NnNUE STAGGERED ROWS U L 2' ABOVE mP
OF PR/VA TE STORM DRAIN PIPE (1 ' ABOVE BASIN 80 "OM). WRAP RISER
WITH TREV/RA SI 5 FILTER FABRIC OR EQUAL.
SEDIMENT S LL BE REMOVED WHENEVER STORAGE CAPAC/ T THE
PAINT STRI HAS BEEN ACHIEVED. SEDIMENT SHALL BE O/SPO D OF IN
SUCH A 'ANNER THAT W/U PREVENT ITS RETURN TO THE DE:slL G BASIN
OR MO ENT INTO DOWNSTREAM AREAS DURING SUBSEQUENT R ff.
THE ILTING BASINS ARE PRNA TE FACILmE:s AND THE CITY WIU T BE
RES :SIBLE FOR THEIR MAINTENANCE. CONTRACTOR SHALL 1,/A/NTAl
RE, CE FILTER FABRIC IF DAMAGED DURING CLEANING OPERAnONS.
)
)
HEADWATER ABOVE RISER
/2-il:~5--+--TOP OF RISER "':ef:, O\....lC,. -1-"t Z.. -IA
6"-25DQ PSI
AIR-PLACED CONG.
WITH 6 X 6 X 110
WELDED WIRE ME:s
2.D'MIN.
SEE BACKFILL .
NOTE"-.
STORM DRAIN --.....___ \~,U.--J..--~?--------in
PER PIAN
VARIE:s, 3'-5'
3/4" GRAVcL
MOUND AROUND PIPE
ELEVAnON PER PLAN
VOIO oe..,AL µo-r c.oµo,it:1 lC::f"t:p urn .. \ TI-110 f'I A~ 1) ~~oe.o
SIZE & SLOPE ~ :..-.,?-------;
PER PLANS L-*-;t::-:::.. ~-~-·11 =:r-~--=-.:· :-..::· =._:--c-f-; ~-,;-~-~-~---L_ ' IN. D£5/L TING BASIN TABLE
FL PER PLANS I 'MIN.
NOTE: TRENC BACKFILL SHALL CONSIST OF NAnVE IMPERVIOUS
--I.IA L, APPROVED 8Y THE SOILS ENGINEER PRIOR TO
EMENT. OPEN GRADED, PtRMEABLE MATERIAL SHALL
T BE USED AS BACKFILL.
SECTION "F-F"
P.C.C. LET
PER CAL
STD. PIAN
PCC ANCHOR BLOCK 1 • MIN.
REINFORCE W/ 6"x6"x10 UGE
WELDED WIRE FABRIC
BASIN I TOP
ELEV
4 ~--·
TEMPORARY EROSION CONTROL DESIL TING BASIN DETAILS
NOT TO SCALE
VOIQ tJe..TAIL IJOf ~TED
)...J 11~ 11--oo FLb.U, ~ftre-oeoep
6"-2500 PSI
AIR-PLACED CONC.
WITH 1-1/2"x1-1/2"
I 7 GAGE STUCCO NETTING
j
'--"-'-'=c..~-1r~~--::3.0' MIN. OR 2.0'
--~Bca=ELOW STORM PIPE
I
O' TOP OF BASIN
)
BOTTOM --~~~'mSER RISER .
ELEV ELEV ~ 7i!..GTH CREST El.EV
. 1. 368.1' 30" 42' B5' 369.0'
BOTTOM WIDTH DEPTH
(W) (d)
• 1.0' ... -
D
ENGINEER OF WORK
~~/),,..a,:-t--_ ~1t1~,
RANDLMARTIN DATE
RCE NO 4B670 EXP. 6/J0/06
BENCH MARK
DE:sCRJPnON: STD. STREIT SURVEY MONUMENT
LOCAnON: STA. 288+69 EC ON CENTERUNE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: 371.41 NGVD 1929
REVIEWED BY:
~-~ le,;..,,7
INSPECTOR
SECTION
NTS
WIDTH (W)
ANO D H (d) PER
TABLE IN "AIL "D" 1---1-~----------t---t----t---t-~I SH3EET I CITY OF CARLSBAD 15H~;rs7
DESILTING BASIN SPILLWAY DETAIL ) ;:===:'....::===EN::G=:IN::E::E::Rl::NG::::::D:=E:::::PA::::R::TM:=E=:N::::T==::::'....'.~====
MASS GRADING PLANS FOR:
l-----l---+------------+---t---t---t-----1 LA COSTA OAKS NORTH
----+---+---i----i---
NOT TO SCALE
oe.e. OJ;:.. 4-tZ...-IA
E
NEIGHBORHOOD 3.2
APPROVf:D qy GLENN T. PRUIM I~ ~ ---. -~ . / ¢•/-~ l---+----1----------------t---t---;----i----, CITY ENGINE/Jr RCE ~ EXe.ll..l3[Zll:7 ~ DATE
lo!>fo.!>lo! te.u-1 ~ ~-C>U=IL..:cc:f"~--
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE JNITIAL DA TE !NfTfAL
OTHER APPROVAL CITY APPROVAL
OWN EJY.--.~:::.--
CHKD BY: r, r.,.. -
RVWD BY.-I 'I . '
PROJECT NO.
CT 99-04-03
DRAWING NO.
429-7B
R: \0282\&Eng\Grading\Mass Grading 3.2\0282RC-3.2-03.DWG[ 1275]Feb-D1-2006: 11: 16 :;i· ; No. 2352-01J9
051206
\
\ '
/'
/ / /
PLANNING
fNGINEERING
SURVEYING
HUNSAKER
& ASSOCIATES
SAN OIECO, INC.
10179 Huennekens Street
San Diego, Ca 92121
PH{858)558-4500· FX(858)558-1414
I \
I I
I \
I
\ I
\
\
\
\
\
\
"
~--_-
\ . \
\~
' \ \
(CONTINUE) SEE
' ' I /:.,_,, ~c -'j
TO THE
j:Sb 9
X
·,; ··-1. .• , ", ,,,.,, ./ •. <'.,
EXIST. GRADING PER SAN MA RCOS
DWG. NO. GP-2161
&
BENC H MARK
,--------------------1 DESCRIPTION: STD. STREET SURVEY MONUMENT
ENGINEER OF WORK LOCAnON: STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERnCAL CONTROL ~JI~~ ~ARTIN
RC NO 48670 cXP. 6/J0/06
ELEVAnON: 311.41 NGVD 1929
-,
\\ \,
\'
\
\
I
\
I
{
/
I
BO 120
SCALE 1"=40'
' I
' (
-
--. --
-
-
, y_ . -
tT'I rffJ::_ ,. ,;;' -ldN-£
-Cl R' ' R-;4,Jl'!J_-/JR-Rf"!' =c. ··~·
f,! IQ •• Q:O
~ u_ ---. --
0 ....:l":)_
-
--~
~ .
PRIVATE
B[ARING/OEL?
N 4§·52•14• I
-
U:,-
r+'-'-37, • ---·
'
,.
.
. .
STORM DRAIN DATA
9101113 I 51 :-_g, I REMARKS I _ ll 5B 111• RCP 1350 D
,oc··,;;,:,,.._~ ~••<ON'
-
PROFILE SCALES
HORIZ.
VERT.
--
1" 40'
1" 8'
--
--
' -'
--
-
' . 60-
---
I 35-r:E': -
---_-
,-
' -
-'
---,
I
""'",c"
'
1----t---------+--------------+-----+-----+----l--~~ CITY OF CARLSBAD I SH£6ETS I ~ ENGINEERING DEPARTMENT
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
MASS GRADING PLANS FOR:
LA COSTA OAKS NORTH
NEIGHBORHOOD 3.2
OWN BY:~=~-
CHKD BY: ___)l:.:..L,7}4-
RVWO BY:
EX
PROJcCT NO.
CT 99-04-03
GLENN T. PRUIM
o/.l'O/o?,
7 ;, DAT£
DRAWING NO.
429-7B
R: \0282\icEng\Grod; ng\Moss Grad; ng 3 _ 2\0282RG-3 .2-Q4_ DWG[ 1275 ]Feb-01-2006: 11: 24 W.0. No. 2352-0139
BIN :
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TIM OGRADY AT (760) 929-2701
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
C!r /Ht ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROS/ON CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE C/Tf ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE C/Tf ENGINE.ER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN C/RCUMSTANCFS WHICH MAY AR/SF.
6. THF CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC: I RtSPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBAB/L!/Y FORECAST EXCEEDS FORT>'
PERCENT (40%). SILT ANO OTHER OtBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TfPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDEO SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE or GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.02.3 OF
THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
SIATE OF CALIFORNIA
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT ANO TEMPORARY EROSION CONTROL Pl ANTING AND IRRIGATION SHALL BE
INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS ANO THE FOLLOWING:
A. HYDROSEEOING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
a. THR[[ FECT OR MORE IN Hf/GHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR /MPROVEMENTS(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 C/Tf ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYOROSEEOED AREAS SHALL BE /RR/GA TEO IN ACCC!ROANCt WITH THE FOLLOWING
CRITERIA:
7. ALc SLOPES THAT ARE GRADED 6:1 OR STEEPER ANO THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RRIGATFD BY HANO
WATERING FROM QUICK COUPLERS/HOSF BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITf
ENGINEER, PRIOR TO HYOROSEEOING. THE DEVELOPER SHALL SUBMIT A
PRQPOSED SCHEME TO PROV/OF IRRIGATION TO TH[ C/Tf ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TfPES ANO COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
.3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF /HE SOIL AT /Ht
O.'J/fMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYOROSEEOING MIX SHALL CONSIST or ALL OF THE FOLLOWING:
1. SE[O MIX SHALL CONSIST OF NO LESS THAN:
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 CALIFORN/CA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. J lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
I. 1 /2 ib. PER ACRE OF OIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEOED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. !TcM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA ANO APPLIED ORY EITHER BY DRILLING OR
BROADCASTING BEFORE HYOROSEEOING.
1. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDEO TO THE HYOROSEEO
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TfPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
TfPE 6 MULCH (STRAW) MAY 8£ SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MAT[RIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCH/NC NO LESS I HAN !JO% Or
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATF SUI FATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
0. AREAS TO BE HYOROSEEOEO SHALL BE PREPARED PRIOR TO HYOROSEEOING BY:
C
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6:1 OR FLATTER THAI ARE SUrf/C/ENILY rRIAl:JLt.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS o OR b ABOVE.
2. CONDITION/NG THE SO/LS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURA TEO SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACH/NG OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYOROSEEOED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMAN EN IL Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEED/NG IS
THE PERMANENT LANDSC:APING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS
RELEASED.
PUBLIC R/GHT-
OF -WAY
50' MIN.
·I 12" MIN. I 2" MINUS ROCK
PROFILE
FILTER FABRIC
EXISTING GROUND + PUBLIC RIGHT-OF -WAY
I I
30'M/N.
T
STEEL SHAKER PLATES/RUMBLE RACKS '1
20' MIN. RADIUS• /
FENCE/BARRIER TO RESTRICT / I
TRAFFIC TO CONSTRUCTION ENTRANCE
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-WAY
STABILIZED CONSTRUCTION ENTRANCE
PER CALIFORNIA STORMWATER BMP DWG, TC-/
GRAVEL BAGS OVERLAP
ONTO CURB ,
l
---~ -------
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
3 FT (0.9 M) MIN.
~
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRE'NCH UPSLOPE' FROM AND
ALONG THE LINE OF POSTS.
J. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE ANO EXTEND IT
INTO THE TRENCH.
2. STAPLE W/Rt rtNCING TO
TH[ POSTS.
4. BACKFILL ANO COMPACT THE
EXCAVATfO SOIi.
SILT FENCE
FILL SLOPE
9 IN.
_i_
MIN.
2 FT
EARTHEN RIDGE
SWALE
UNLINED SWALE & BERM
8'(MIN.) SPAC
FOR vtHICLE
ACCESS
' ING, 1
)
_/
iS ~
!i1 ,:,
I l£i (;l
:ll'.11:i g~ ,I:
SWALE
.,nn• J~Av
(SEE TABLE BELOW)
-'::ENTERLINE
A-
DIRECTION OF
Slkt:.ET FLOW :,,
"' "'
"'
I
GRA\.ll BAGS (TYP,)
51' ROADBED w-7.
WIDTH
NTffiUNE ,,..-CE.
➔ / --_8'~ MIN.) SPACING FOR
HIGLE ACCESS
r
X
SWALE ~
A -PLAN
NO SCALE
ONE BAG MIN. GRAVEL BAGS (TYP.) '
-------------·---------------------------------------------------------
FIRST ROW OF BAGS'VSE'CTION A A TO BE HALF BURIED -
NO SCALE
SrREET SLOPE INTERVAL
LESS T/W>I 2% 200'
2% TO ,f.1f 100'
,f.,r TO 101' 50'
MORE THAN 1 o,r 25'
NOTE: PROVIDE Vf:LOCITY REDUCER IN ALL
UNPAVED STREETS AT THE INTERVALS
INDICATED ABOVE.
~
GRAVEL BAG VELOCITY REDUCER
NO SCALE
STRAW ROLLS MUST BE PIACED
ALONG SLOPt CONTOURS
.3'-4'
20-JO
SPACING DEPENDS
ON SOIL TYPE AND
SLOPE STEEPNESS r StDIMtNT. ORGANIC MATTER,
AND NATIVE SEEDS ARE
CAPTURE:D BE:HIND THE ROLLS.
NOT£.-
/. STRAW ROLL INSTALLATION RtQUIRES THE
PLACEMENT 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-l25mm)
1" X
8"-10" DIA.
(200-250mm)
'( ·0 :-:, ~
\:;,->
f" STAKE
(25 x 25mm)
NOT TO SCALE
LEGEND
l.)ESCRIPTION
STABILIZED CONS1'RUCTION ENTRANCE
SILT FENCE
HABITAT PROTECTION FENCE (ORANGE)
UNLINED SWALE & BERM
D-75 LINED DI1'CH
LIMITS OF CLEARING & GRADING
GRAVEL BAGS
FIBER ROIL
RIPRAP
FIBER MATTING AREA
QUANTITY
1 E.A.
1,219 LF
1,381 LF
PER SHT. 1
PER SHT. 1
86,636 SF
SYMBOL
--D--O--C--0----
--"'----"'---
=
000000000000
+ + + + + +]
+JI++++
++++++ ~ + + . ~ + + +I
(
-
HUNSAKER
& ASSOCIATES
SAN DIEGO, 11'.C.
PLANNING 10'!79 l-llernekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858}558-4500· FX(858)558·1414
ENGINEER OF
~? .-·y~ .-1-.
WORK
R"1 ')((ONO L. MARTTN
RC~ NO 48670 EXP. 6/J0/06
BENCH MARK
DESCRIPTION: STD. SrRE£r SURVEY MONUMENT
' LOCATION: STA 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
i.f\ RECORD FROM: SAN DIEGO COUNTY => VERTICAL CONrROL
ELEVATION: 311.41 NGVD 1929
"AS BUILT"
~,.,1..:z-'2:1c °"',~(9",
DATE
RCE :+bl,. '70 EXP. ,:x,,le.o/oe ·
REVIEWED B'r'.·
~~'i!'
INSPFCTOR
•--+--+------------t-----1---i--,----.I ~5rrTl.c_1_TY_oF CARLSBAD .--_ ENGINEER/NG DEPARTMENT
EROSION CONTROL PLANS FOR:
LA COSTA OAKS NORTH
NEIGHBORHOOD 3.2
APPROVED dY GLENK 1'. PRUIM A < ; .... d ~-;. •g ~W•"'---je----+---+---+-----t CITY ENG/NEERPkE7i-,;£ EYP9l3[7[7TDAT£
~~~<'O~~ie..u-'l~r~~~At=>~-]e>u~l~L.:~:r==---=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=t-=-=-=_:::-=-=1.;::-=_:::_:::-=-:l;:;_:::_:::~r,_:::_:::_:::,=1_. ~D~~~N=B~~~,~~===~~-=--=--=~-P~R~O=J-E;C;T;=,N~O~.=-=-=-=,;--;:_D~R~:A~l\\~IN~G~~N~O~.~
DATE INITIAL DAIE INITIAL DATE INITIAL CHKD ar------,,.. CT 99-04-03 429-7B
ENG/NEtR or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY,
Ro\0282\&.Eng\:iroding\Moss Grading 3.2\0282RG-3.2-05.DVG[ 1275JFeb-01-2D06,l~(j. No. 2.352-01.39
BIN :
0 ~
U1 C)
O.,::..
'Tl "' CJ) U)
I
""' m
ca r,.. d, N ~ ~ C (0 LL. 0 (0 9~1,\S~ : N/8 6f !Q-Z<;fi: 'ON 'O'M ff :LL :gooz-Lo-qa_J[<;Lll ]~M0'90-lT-~~lBZO\Z"£ 6uJpOJ~ sso~\6cJpOJ~\6u3'1\ZBZO\ :~ HL-6ZP £0-t,0-66 l::) 'ON 1:J:JrOI-Jd 'I£/ OIM<I .., .. '-I :).e mm:; ·AB NMG 7V/10<lddV ).J./a 1VNJ8ddV <13H10 NO/.ldlt:J:JS3G NOIS/1138 >l<IOM .10 <133Nl9N3 -----' 'ON :JNIM V;JO 311/0 ~ , [. ,, .. 7.,✓7,. l'IInHd '.L NN31cl 13N/aN3 .<.11:J AG 03/iO;JddV z·£ GOOH'MOHHDEIN H.L'MON S)IVQ Vl.SO:J V'1 :1-10~ SNlf1d 101-J I NO:J NOISOl-13 1Yl1JNI ClJ.VG 1't/l1INI 31YO 1'<1U.INI _l_"llnQ-QV 1--ql 1N:1w1;ivd:JG DNf;J:J:JNJaN:J g :=---==::-;----_=-=-=-=-~=-=---=--==::::;-;:::I === 1----+-----+----t----+----------------+----+---I ~ GV8S1HVJ JO ],_J,IJ 13:JHS 1'1-JVONnOB 103rDI-Jd----.. + + + + • • • • • • • • + 60?, __ _J (Iv'Oll OfI73 Nv'S + • • • + • '++++++ • • • • • • 'I" ·+ ···:::-.... "' + '-f + + • • • • • + • ·~· + A....i+++ Z-Jr+ + + pt' ~ + + + f + ........... t + + + __ . .A' + + • •~-. • • • • , b ,.,.-i,. + + + + + + + • • • • . -. + + + + + • +++++++ I I ~-7 I I I I \ I I I I I I I I I I I I I I I I I I I I I \ I I I I I I I I I I \ I I I , I I I I -.....,11 .:,J,,I ' ~.--, ' ,, w ,:? .. li: . . . . ..· . ¼ .. + + + -± • <i + ' • • , + + + + + + j + + ...... + + + + + ...... + + + + + ... + + + + + • + + + • + + • • • • • • • +· + + I+/ +-+<+ ~ • +\+ -+I + • + ,-r + • • +\ -.-~ • • c:, ' '. + I+ -+ +\ + + ' . + + \+ ;,-+ ,+ . . • + • l , • , + • + • • • ± , • + • • • • • • • • ., ,. + ';I-+ + + + t t + + + + + + • • • • • + + + + 1'-'T + + + 1" • + + + + + + + -~ + + + + + + • • + • • • • + + + + + + -l-+., "--+· + + + + + + + + + + ~ ·o t z· · · · · I+ ++ + ++ 1+ + +++-++ + ++ +++++++ ++++ +++ + +++++++ • • • • • • • • • + ~,~ + + + _,, + • • ·,-+ + ",+-_/+ + + + + + + +_/ + + + + + + + tt++t + + + + • • :;::\')' + • l + • + + + ', -• • + • • • • .. ,.t + ·+ + t ·+ + + • • • 12 + .. 1· + ,, + + + + + + + + '+ + + + + 1+__i___: :~ + , • /." + +"51'1 ~"?;~-+ + + + + + -+ • + • • :<•1~rw + + +/ + + + ' ,, > >la+: j + +·-+ / • + -• + ' + ·"' .j + c;. + J + + + + • • / • + + • • ' + ~ + + + + + • + __ + ~+ + + .. ~ .. ""=?Y1 ~+ + + + -+ + + -+-w-\+-~~ -,:1c;::,\c;..O. + • • • ' • + • • + + + + + , ++++-+++ . +-.±--t"00Y-----...__+ + • • • + + • + + + +"-+ + + + + + + + + + + ◄' + • • • • + + + + + + +'\_+. + +++++'\·+ • • • • • • • • • • • • • • • • • • + + + + + + + + + + + + + • + + ++++~++ +++ + + + ~~' f + + ,Ot =. L 37v:lS + • + .. + + • • ' ,\' ------OZI 08 ot 0 ~ ---------------1'tlVONn08 _....-..,.,--~1:J3rDtld . . -et1na .-----'1S/X3 31 '.01:J:JdSNI 'I.El G3M3//13;J 31VG qo/oo~c Qo/~J~ 'dX3 OL'?Q...-:J:J;J -r•v~r~ .. .L 1Ifl8 SV .. -----~ \ \ \ \ \ \ ' \ ' \ ' ' \ ' ' ' ' ' ' ·, 6~61 0/,{}N /j,'/1{' 'NOUV/1313 311/!/__J. 90/0f/9 101:/lN0:J 1V:JIUH/t J.lN/'IO:J 093/0 N'tS :,vQ;J3 Gli0:J3li ~/? 1V3H ONIYIV:J 13 30 3N/1H:J.J.N3:J NO :13 68+88~ 'v'.LS .LN3flnNOl'I J..31\Hns 133H.J.S 'O.LS :NOU't:J01 'N0Ud/H:JS3G :>IHOM. '-'10 H3:3:NIDN3: :>IHVW HJN:3:8 w \ \ \ \ \ ' ' ' \ \ I I I I I \ \ I I I I I I I I I I I I I I I I I I I I I • + + . •H-.. ++ +-..+++ + + + -.·. t··· + • + + + 1" + + , • • • + + • • • • + • + w ++j /++++++ • + • • + • • ' + • • ,g, • . l . + + + .. ~ ·,,! -,. • • • • • + ., • + + • • • + + + + + + + + + + + + + + + + -.+++++ + • • • • + • ~ I ~ + + + + + ++~ ++ t++ t + + + + + + +-+••. ·,·. +~ +: + ~Ot+ + + + + + + + + + ~ + • • • • • • • • + + , , I + + + + + + + + t I f + + + + + + + + + + + • + • + + + • • + • • • • • . ~ .. + + + + + ++++++ • • + + ~ + + + + ->-+ ++++ .. + + ~ ~ + • • • • • ' ~ ,\ • D • • + • • • • Bt1na ~1SIX3 • • + • • + • • :1: 1 . ~ I • + • +. • + ,or;_· •• 0 0 G \J \J \J -~-oi~ D \;) 0 0 0 0 • + • ' ' ' I -I + ' .. "'\·. ;.:.., )( ••• ++ +. ¥~ + + + + + + + + + \• +. + •• + t I t + + + + + + ' + + + \+ + ~ + t + + 0 + + ,+ 012 . '<;71 -?J;,;,, . ~ >-0 ~-;ic.~~n:::;. i::::r11ov-;;,1-::> Ofi'v ~J.rlO? rlo1c;o.li~ u , ' , . ' ,, .... -.. ', ( ,, ' ' ' ., ., ' ' '-\, ' ' ' ' ., ' 1, , , ' r' J ,, '' ' .. , I ' ' ' ' ' • • ' ' ' ' ' ' ' ' '\,' ' , , , ' .\ ' ' ' ' I , ,.,_. -..,. + • +~" + ·+ ·, _.., . ~, .+ + • .. • + • + • • + + ! • BIHl1>90 'dx] % Ol9Br·:J "ON . /iJ; '~~Ma &.~ ' 'Q ~If, ~\')~ ..,.-,v~ ·n7l·B<.i5(9S8)X:I ·0051'·8SSlB51l)HrJ llLl6 r.J '08a10 llt>S JJJ,JS ;;m~;:iuuanH 5LLOL ")fll '01llC i'-V', Stll VIJOSSV 19 tl:3:>IVSNflH ~ 1'tlYONnOB l'Q3rDl!ki y • • • ·-· • ' ' ~;-;--:i:-__ ~ + + -+ . . --'-'--,..,.._.---..:;__ + + ,"$> . • + • + + + t + + • + • • • + • • • • ' \' + ~ ~ ~ ,& ~ ~ \ ~ % ~ Btln::J ~1SIX3 I ,J.tJVONnoe :11a:1ro~ \ I .• -• i.' ~.' +. + ·:-:-•••.••• ·~+ + + + + + + + ~-. . . . -~ . . . . . . . . . . . . ~ . + + + t + + + ti . 1 ± •~l t + + - • • • . • • • • -• • • • ' -• • •_+ t --4: + -,,,..........__,, • • • ± ± " .~•c_..::_~·~1'~-~-,...--,.,,1' . ,. ~ 11' ' ' ' •f' I )> • "' + • • • • • • • , + • • • • • ·Q/~ • • • • + • • ' I I + \ ' ' '.JNIAlA)lff '.)Nl'/BlNl'.lNl '.JNINN'ild \ I \ --\ --------. ----J,tJVrJNnOB 1:J:Jrotld J ----... ---~ --------__ _..,\...__ \ \ I --~ ---............. _________ _ -----