HomeMy WebLinkAboutDWG 402-2A; CUP 258B; LA COSTA RESORT & SPA - CREEK PARKING FACILITY; 01-05GRADING NOTES
ON 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 CONSTRUCTION. 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. Il!E_lNSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A"
AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED ~y '9ESTS" KEY RATING GUIDE.
5, UNLESS EXEMPTED BY SECTION 301.(b)S 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 ALL PERMITS HAVE BEEN OBTAINED rROM THE
CITY AND OTHER APPROPRIATE AGENCIES,
7, APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK
OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN
OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF
THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE 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-BUil T 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, (Al
SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL
BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE
SUBMITTED TO THE CITY ENGINEERING 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 PRE CONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING
OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES ~ESPONSIBLE FOR
CONSTRUCTIOiJl INSPECTIONH SUPERVISION, TESTING AND ALL OTHER ASPECTS OF 1HE
WORK, THE CO 1 RACTOR S ALL ~Hl::D□LE THE MEETING THROUGH THE PERMIT CLERK
(602-2740) AT LEAST FIVE(5l 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 PRE CONSTRUCTION MEETING WILL BE MADE
BY CALLING THE ENGINEERING 24~f!OUR INSPECTION REQUEST LINE AT 602-2780.
INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2100 P.M. ON THE DAY BEFORE
THE INSPECTION IS NEEDED, INSPECTIONS WILLBE MADE THE NEXT WORK DAY UNLESS
YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2100 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 ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING,
AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND
FEDERAL SAFETY AND HEALTH STANDARDS.LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL 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 .SY.STEM STANDARDS
ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA
ADMINISTRATIVE CODE. THE.PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT
THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE
SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION,
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD, SUBMIT 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 CONSTRUCTION, OPERATIONS WILL ~-E~ IMMEDIATELY, AND THE PERMIT TEE
WILL NOTIFY THE CITY ENGINEER, OPERATIONS WILL NOT RESTART UNTIL THE
PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO.
NOT TO
SCALE
PACIFIC
OCEAN
CITY OF VISTA
o,
STA
CITY OF ENCINITAS
VICINITY MAP
NOT TO SCALE
GRADING NOTES CONTINUED
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 ANO 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 HYOROSEEDED
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. 402-2l, 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 IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS
REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME
REOUIREMENTS.
30.STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-
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,
31.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
(ABOVEGROUND AND UNDERGROUND> 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 KITH THE PROPOSED
WORK,
33.THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES ISEE BELOW)
AT LEAST 2 FULL WORKING DAYS PRIOR TO ST AR TING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY
REPRESENTATIVE.
UNDERGROUND SERVICE ALERT 1-800-422-4133
SDG&E (760) 438-6200
PACIFIC BELL (760> 489-3441
CABLEVISION (760> 931-7000
CITY OF CARLSBAD (STREETS & STORM DRAIN) (760) 602-2720
•CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATERl (760) 602-2722
•SAN DIEGUITO WATER DISTRICT (760> 633-2650
•LEUCADIA COUNTY WATER DISTRICT (760> 753-0155
•VALLECITOS WATER DISTRICT (760> 744-0460
•OLIVENHAIN WATER DISTRICT (760> 753-6466
•BUENA SANITATION DISTRICT (760) 726-1340 x1376
•AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS.
A, FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL
ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE
TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN
PROGRESS l15.16.120A.81 CARLSBAD MUNICIPAL CODE
B.£'RIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE
FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER
VIA THE PROJECT INSPECTOR 115.16.120A.10l CARLSBAD MUNICIPAL
CODE,
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING
UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT,
CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED 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,)
(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
DEPARTMENTI,
21. ALL OFF-SITE HAUL RQUifS SHALL BE SUBMITTED BY THE CONTRACTOR TQ THE CITY
_ENGINEER FOR APPROVAL TWO FULL WORKING 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 RESPONSIBLE
FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAJJL ROUT[$ 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 SPECIFICALLY NOTED ON THE PLAN.
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!\620 Frian. Rood • San Di..igo, CA 92110-2596 • (f.HI) 291-0707 • FAX (619) 291-416!5 • www.rickeng.mm
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rn-or.r-?002 09,!)2
(2) AS-BUil T GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS
TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES
OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE
REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE
PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS
THERETO.
14) 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 RESUBMIT TED FOR PLAN CHECK, PLAN CHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK,
36.THE SOILS REPORT TITLED LIMITED SOILS INVESTIGATION LA COSTA RESORT
AND SPA PARKING LOT, PREPARED BY SLADOEN ENGINEERING DATED JUNE 7, 2002,
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL
BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID SOILS REPORT.
GRADING PLANS FOR:
LA COSTA RESORT AND
SPA CREEK
PARKING FACILITY
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KEY MAP
SCALE, 1"=100'
SOILS ENGINEER'S CERTIFICATE
I, BRETT L. ANDERSON, A REGISTERED CIVIL ENGINEER OF THE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF
THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME
OR UNDER MY DIRECTION BETWEEN THE DATES OF MAY 30, 2002 AND
JUNE 7, 2002. TWO COPIES OF THE SDILS REPORT COMPILED FROM THIS
STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE
OFFICE OF THE Cl TY EAEER. , ·-·
SIGNED,C>-M· •Mlll"'!i...a!!!!~---.... ·. .· ~ ~ 1....A,1i,1 ,_\ (t " '
45389 ., ·~1. I , -.~, I , !-t/_•1. ~• !._•' l No. C453~i I ;1, P.E. NO.,
DATE, --41'."!':1=,j~µ!!!'"'_,..,.~------------, \ f'xp. 9130/DG / l , '~'-1/
LICENSE EXPIRATION DATE, 09/30/06 \'' ''-'';;;;;:::~ -,.,:.;~~#
EARTHWORK QUANTITIES
RAW CUT, 6,000 CY
RAW FILL, 2,700 CY EXPORT, 3,300 CY•
NOTE, GRADING QUANTITIES SHOWN ARE FDR PERMIT PURPOSES
ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS
COMPILED BY PHOTOGRAt.t.4ETRIC METHODS,
FROM AERIAL PHOTOGRAPHY DATED 08-03-01,
BY RICK ENGINEERING COM"ANY
OWNER/DEVELOPER
KEY MAP LEGEND
STORM DRAIN AND APPURTENANCES-------------------~
EASEMENT --------------------------------------=-_ :=__J
LOT LINES -------------------------------------
SHEET NUMBERS (STREET IMPROVEMENTS)---------L 0
LOT NUMBER -----------------------------------ffl
SUBDIVISION BOUNDARY --------------------------- - - -
SHEET INDEX
SHEET
NO.
NOTES , KEY MAP & WORK TO BE DONE----·----1
ADDITIONAL NOTES, STREET SECTIONS & DETAILS 2
GRADING PLANS-·---------------------------3
EROSION CONTROL NOTES AND DETAILS·· - - - - - - -4
EROSION CONTROL PLANS -------------------·5
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 THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE
ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR
PROJECT DES I GN.
FIRM• RICK ENGINEERING CO.
ADDRESS•5620 FRIARS ROAD
CI TY,
TELEP
ST. 1 SAN DI EGO, CA. 92110-2596
707
BY•_,_,
R.C.E. 0. •27678
WORK TO BE DO~E
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO flLLS
REMEDAL GRADING, EROSION CONTROL FACILITIES, DRAINAGE FACILITIES, AND PLANTiNG
OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS
AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE 111TH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS, DATED, 4-20-93
3. THIS SET OF PLANS
4, RESOLUTION NO, 3216, 3217, 3218, AND 3219.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 2000 EDITION
6. PRELIMINARY GEOTECHNICAL INVESTIGATION FOR LIMITED SOILS INVESTIGATION LA COST A RESORT
& SPA PARKING LOT, DATED JUNE 7, 2002 BY SLADDEN ENGINEERING.
7, THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE
CITY OF CARLSBAD STANDARDS.
8. CONDITIONAL NEGATIVE DECLARATION ISSUED MARCH 7, 1991,
LEGEND
DESCRIPTION STD. DWGS. SYMBOL QUANTITY
SIGH-------------------...
EXISTING CONTOUR---------------m
PROPOSED CONTOUR ----------------190 -
FILL SLOPE,211MAX.---------------y 'r f 'r
CUT SLOPE,211MAX,---------------y 'r Y 'r
DAYLIGHT LINE------------------,, ,-
CUT/FILL TRANSITION---------------__,, c ,_ r
SUBDIVISION BOUNDARY------------------
SPOT ELEVATION----------------.~.l
LOT LINE----------·------------
CROSS-GUTTER -------G-13 -------~~-~-·-----'-"'--'-·
WHEEL STOPS·----------------
6'CURB ·---------G-1 --------
6'CURB & GUTTER·------G-2--------
3'AC/8'AB -----------------
~~~-----------------
CLEARING/GRUBBING ---------------
RIP-RAP ENERGY DISSIPATOR ----D-40 -------
-
I I
VZ/J
AS REQUIRED m
9 EA •
I, 950 S.F,
4,110 L,F,
50 L,F.
156,000 S.F.
1,600 S,F,
4 C.Y.
• ALL STANDARDS ARE SAN DIEGO REGIONAL ST AND ARD DRAWINGS EXCEPT AS NOTED,
.. CITY OF CARLSBAD MODIFIED DRAWINGS
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBERS
216-123-05, 216-123-07 AND 216-210-04
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS•
N 1,978,000 E 6,249,000
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
TH IS SI TE.
:d ~ 0 1 ~ VJ ~G.--
s. CHEVIS HOSEA, V:E PRESIDENT
OF LAND DEVELOPMENT, KSL LA COSTA
RESORT CORPORATION
~ L.
~ ~ -!;:}
*
OF Cl\.\\
PLANNING DEPARTMENT APPROVAL
LEUCADIA COUNTY WATER DISTRICT
~41fti~~g
R.C.E. 26514 EXP. 3/31/04
DISTRICT ENGINEER
"AS BUil T"
Q MM, :S. Ma v/4).w,.-KSL LA COSTA RESORT CORPORATION
2100 COSTA DEL MAR ROAD
CARLSBAD, CA. 92009 EXPIRATION DATE• 3/31/2006 \fv'wRAOD~~ · 11J/z-~ol-
MICHAEL J. HOL~ NNING DIRECTOR DAT R.c.:'tft7e EXP,-~~~ DATE
'ESE£ /'IOTETff/SS/1££T LEGAL DESCRIPTION
A PORTION OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4
OF SECTION 35, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN
BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA.
ALSO, PARCEL A PER CERTIFICATE OF COMPLIANCE RECORDED
NOVEMBER 25, 1981 AS DOCUMENT NO. 81-374108, IN THE CITY
OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
BENCH MARK
A STREET CENTERLINE MONUMENT ON EL
CAMINO REAL 0.88 MILES NORTHERLY FROM
LA COST A AVENUE.
RECORD FROM: NORTH COUNTY VERTICAL
CONTROL DATA, PAGE 184.
ELEVATION, 113.122 ADJUSTED
DATUM,NGVD 29
I
"f S£E THRNSlll!TTRL LETTEfi'
D/9TFO 4/z./o"', _ TO CITY /Jr
CllRLSBflll £ 2 I ll•W R b ./b j •. C{l,f' !VIY SCOPE OF WtJlrK
RNl7 MY HESPtJNSIIBILITY
li'l:LIIT//1£ TO TffE9E: 11fl5 Btl/LT"
PLRJYS,
REVIEWED BY:
RECOMMENDED BY• 1/4..; /_y~ M· t"' ~ifoz. INSPECTOR
a-2-04:
DATE
I l/!1-80/LT fsHm7 CITY OF CARLSBAD ~====⇒====⇒~==============================t====j====j=====t===j L_j_J ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR,
LA COSTA RESORT AND SPA
CREEK PARKING FACILITY
APPROVED: LLOYD HUBBS_,t?,r
j---t---+----------------+..----1------+---+-----l CITY ENGl~R. ~ ~ EXP.fufuo5
d t< ~~~ /cL1 /4 z DATE
OWN BY: -k. PROJECT NO. DRAWING NO.
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: 4 ~.,........
OTHER APPROVAL CITY APPROVAL RVWO BY: CUP 258(8) 402-2A
110702
....
0 ....,
u-.
SPECIAL NOTES
THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE
ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT
CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE
FOR THEIR ENFORCEMENT. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES.
1, NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR
REGULATIONS, THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING
TO ALL LOCAL,STATE AND FEDERAL SAFETY AND HEALTH STANDARDS,LAWS AND
REGULATIONS.
2, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS1 AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER ANO ENGINEER HARMLESS
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS,
UTILITIES, ANO STORM DRAINS ARE BUil T IN ACCORDANCE WITH THESE PLANS. IF
THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR
SHALL REQUEST AN INTERPRET ATIION BEFORE DOING ANY WORK BY CALLING THE
ENGINEER OF WORK AT 291-0707. THIE CONTRACTOR SHALL ALSO TAKE THE NECESSARY
STEPS TO PROTECT THE PROJECT AIND ADJACENT PROPERTY FROM ANY EROSION AND
SILTATION THAT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (SAND BAGS,
HAY BALES, TEMPORARY DESIL TING BASINS. DIKES, SHORING, ETC.) UNTIL SUCH
TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHATEVER
OWNER, AGENCY OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR
MAINTENANCE.
4, PRECISE LOCATIONS AND ELEVATIONS ARE NOT KNOWN FOR THE EXISTING UNDERGROUND
UTILITIES. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS SUFFICIENTLY AHEAD
OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE
OF ACTUAL LOCATION OF EXISTING FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK,
5. LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY WORK TO BE
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW
WORK.
6. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL VERIFY LOCATION
OF UNDERGROUND UTILITIES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
UTILITY PIPES OR STRUCTURES SHOWIN ON THESE PLANS WERE OBTAINED BY A SEARCH
OF THE AVAILABLE RECORDS. TO THE: BEST OF OUR KNOWLEDGE THERE ARE NO OTHER
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS.
7, CONTRACTOR SHALL NOTIFY THE SANI DIEGO GAS & ELECTRIC COMPANY PRIOR TO
STARTING WORK NEAR COMPANY FACliLITIES AND SHALL COORDINATE HIS WORK WITH
COMPANY REPRESENTATIVES.
NOTICE, ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUBDIVISION ARE
'\JNDERGROUND INSTALLATIONS." FOR !LOCATION OF ELECTRICAL CABLES AND GAS
PIPING AND APPURTENANCES, CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY,
TELEPHONE, 800-422-4133,
II. CONTRACTOR SHALL NOTIFY THE PACIFIC BELL TELEPHONE COMPANY PRIOR TO
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE THIS WORK WITH
COMPANY REPRESENTATIVES.
NOTICE, ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE "UNDERGROUND
INSTALLATIONS," FOR LOCATION OF CABLES AND APPURTENANCES, CONTACT PACIFIC
BELL, TELEPHONE, 800-422-4133.
9. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD
OR NOT SHOWN ON THESE PLANS,
10. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS SHALL
BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH
CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS
ENGINEER IN ACCORDANCE WITH THE ONSITE EARTHWORK SPECIFICATIONS.
11. ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A QUALIFIED SOILS
ENGINEER, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND ALL
FILL SHALL BE PLACED IN ACCORDANCE WITH THE RECOMMENDED GRADING
SPECIFICATIONS AND SPECIAL PROVISIONS ATTACHED TO THE SOILS INVESTIGATION
FOR THIS SUBDIVISION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER ANO
COMPACT THE FILL IN STRICT ACCORDANCE WITH THESE SPECIFICATIONS,
12, OBSERVATIONS AND COMPACTION TESTS SHALL BE MADE BY THE SOILS ENGINEER
DURING THE FILLING AND COMPACTING OPERATIONS SO THAT HE CAN STATE HIS
OPINION THAT THE FILL WAS CONSTRUCTED IN ACCORDANCE WITH THE EARTHWORK
SPECIFICATIONS.
13. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO PROVIDE POSITIVE DRAINAGE ANO PREVENT PONDING OF WATER. HE
SHALL CONTROL SURFACE WATER TO AVOID DAMAGE TO ADJOINING PROPERTIES OR TO
FINISHED WORK ON THE SITE. THE CONTRACTOR SHALL TAKE REMEDIAL MEASURES TO
PREVENT EROSION OF FRESHLY GRADED AREAS AND UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
AFTER COMPLETION, AFTER GRADING IS COMPLETED AND THE SOILS ENGINEER HAS
FINISHED HIS OBSERVATIONS OF THE WORK, NO FURTHER EXCAVATION OR FILLING
SHALL BE DONE EXCEPT UNDER THE OBSERVATION OF THE SOILS ENGINEER,
14, CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS REQUIRED TO PROTECT
ADJACENT PROPERTIES DURING THE GRADING OPERATIONS.
15. CUT AND FILL SLOPES SHALL BE TRIMMED TO THE FINISH GRADE tO PRODUCE A
SMOOTH SURFACE ANO UNIFORM CROSS SECTION, THE SLOPE OF THE EXCAVATIONS OR
EMBANKMENTS SHALL BE SHAPED AND TRIMMED AS SHOWN ON THE PLANS AND
LEFT IN A NEAT AND ORDERLY CONDITION, ALL STONES, ROOTS, OR OTHER WASTE
MATTER EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES SHALL BE REMOVED AND
DISPOSED OF OFF SITE IN A LEGAL MANNER BY THE CONTRACTOR.
16, WHERE TRENCHES ARE WITHIN EASEMENTS OR WITHIN 10' OF ANY BUILDING, A SOILS REPORT
SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER
WHICH INDICATES THAT TRENCH BACKFILL WAS COMPACTED UNDER THE OBSERVATION OF
THE SOILS ENGINEER AND IN ACCORDANCE WITH THE ABOVE-NAMED SPECIFICATIONS,
17, THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN
ON THESE PLANS WERE OBTAINED FROM A SEARCH OF THE AVAILABLE RECORDS, TO
THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS
SHOWN ON THESE PLANS, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER NOT OF
RECORD OR NOT SHOWN ON THESE PLANS. ALL DAMAGES THERETO CAUSED BY THE
CONTRACTOR SHALL BE REPAIRED TO THE APPROPRIATE SPECIFICATIONS AND AT THE
EXPENSE OF THE CONTRACTOR.
18, THE APPLICANT SHALL MINIMIZE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH
SCHEDULING OF DISTURBANCE ACTIVITIES AND STORMWATER PROTECTION ACTIVITIES TO
THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS.
19. ENSURE COMPLIANCE WITH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES,
THE ACTIVITIES PROPOSED UNDER THIS APPLICATION ARE SUBJECT TO ENFORCEMENT
UNDER PERMITS FROM THE SAN DIEGO REGIONAL WATER QUALITY CONTROL BOARD
(RWQCB) AND THE CITY OF CARLSBAD STORMWATER ORDINANCE. THIS
INCLUDES REQUIREMENTS FOR MATERIALS AND WASTES CONTROL, EROSION CONTROL,
AND SEDIMENT CONTROL ON THE PROJECT SITE. PROJECTS THAT INVOLVE AREAS
GREATER THAN 5 ACRES REQUIRE THAT THE PROPERTY OWNER KEEP ADDITIONAL AND
UPDATED INFORMATION ONSITE CONCERNING STORMWATER RUNOFF. THIS
REQUIREMENT SHALL BE TO THE SATISFACTION OF THE CITY ENGINEER,
-J. 14107 --~c~EN::~~P~
!ifiZO Friars RoHd • S•n Tllego, CA 92110-2!'!00 • (619) 291-0707 • FAX (819) 291-4165 • www.rkl:.1mg.c:om
lh\<1 1~1!)7'p~,a lot,410{~~\;~l.P,J{'I
\\fr,_, lb1 ,R r c"-Sfc,-"JQ'·ds\ Ip I nt~S\S[hPfln\cP I ccwrp. per,
18-0CT-2002 M,55
I I
SPECIAL NOTES CONTINUED
20, IMPLEMENT AND MAINTAIN BEST MANAGEMENT PRACTICES (BMPsl TO EFFECTIVELY
PREVENT POTENTIALLY NEGATIVE IMPACT ON STORMWATER QUALITY BY THE
PROPOSED OPERATIONS. INFORMATION ON BMPs IS AVAILABLE AT THE DPW LAND
DEVELOPMENT COUNTER. THE PROPERTY OWNER SHALL REPAIR,RESTORE AND/OR
REPLACE WITH ACCEPTABLE ALTERNATES, ALL OR PORTIONS OF THE INSTALLED BMPs
THAT FAIL. FAILURE TO PROPERLY INSTALL AND MAINTAIN THE BMPs WILL RESULT IN
ENFORCEMENT ACTION BY THE THE CITY OF CARLSBAD OR OTHER AGENCIES. THE
MINIMUM PERFORMANCE GOALS FOR THE POST-CONSTRUCTION BMPs TO CONTROL
POLLUTION FROM THE PROJECT ARE NO NET INCREASE IN POLLUTANTS ABOVE PRE-
CONSTRUCTION LEVELS. SOURCES OF POTENTIALLY SIGNIFICANT POST-CONSTRUCTION
POLLUTANT LOADING SHALL BE IDENTIFIED AND THE INTRODUCTION OF POLLUTANTS
FROM THESE SOURCES INTO STORMWATER AND NON-STORMWATER DISCHARGES SHALL
BE PREVENTED OR REDUCED TO THE MAXIMUM EXTENT PRACTICABLE. POST-
CONSTRUCTION POLLUTANT LOADS IN STORMWATER AND NON-STORMWATER DISCHARGES
SHALL NOT CAUSE OR CONTRIBUTE TO THE DEGRADATION OF RECEIVING WATERS OR
OTHER ENVIRONMENTALLY SENSITIVE AREAS. POST-CONSTRUCTION PEAK RUNOFF FLOW
RATES AND VELOCITIES FROM THE PROJECT SITE SHALL BE MAINTAINED AT LEVELS
WHICH WILL NOT CAUSE OR CONTRIBUTE TO THE SCOURING OR EROSION OF RECEIVING
WATERS OR OTHER ENVIRONMENTALLY SENSITIVE AREAS (WETLAND, VERNAL POOLS,
ETC,) ABOVE PRE-DEVELOPMENT RATES. POST-CONSTRUCTION MINIMUM RUNOFF
FLOW RATES, VELOCITIES, AND VOLUMES FROM THE PROJECT SITE SHALL BE
MAINTAINED AS NECESSARY TO PREVENT THE DEGRADATION OF RECEIVING WATERS,
OTHER ENVIRONMENTALLY SENSITIVE AREAS, OR FLOW-DEPENDANT BMPs (E.G.,
CONSTRUCTED WETLANDS, ETC,). BMPs WHICH INCORPORATE NATURAL SYSTEMS OR
APPROACHES (E.G .. CONSTRUCTED WETLANDS, RETENTION OF EXISTING HABITAT,
INCLUSION OF NATURAL BUFFER ZONES, ETC.) SHALL BE CONSIDERED AND SHALL BE
UTILIZED TO THE MAXIMUM EXTENT PRACTICABLE, POST-CONSTRUCTION STRUCTURAL
BMPs SHALL BE OPERATED AND MAINTAINED TO ENSURE THEIR LONG-TERM
FUNCTIONING AS DESIGNED, 1
21, DURING THE RAINY SEASON THE AMOUNT OF EXPOSED SOIL AL OWED AT ONE
TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEOUATEL Y P OTECTED BY THE
PROPERTY OWNER IN THE EVENT OF A RAINSTORM. 125¼ OF Aul SUPPLIES
NEEDED FOR BMP MEASURES SHALL BE RETAINED ON THE JOB SITE IN A
MANNER THAT ALLOWS FULL DEPLOYMENT AND COMPLETE INSTALLATION
IN 48 HOURS OR LESS OF A FORECAST RAIN,
22, A NOTICE OF INTENT (NOi) HAS BEEN FILED WITH THE ST ATE WATER RESOURCES
CONTROL BOARD <SWRCB> AND A STORM WATER POLLUTION PREVENTION
PLAN (SWPPP) HAS BEEN PREPARED IN ACCORDANCE WITHI THE REQUIREMENTS
OF THE CALIFORNIA GENERAL PERMIT FOR STORM WATER DISCHARGES
ASSOCIATED WITH CONSTRUCTION ACTIVITY !PERMIT NO. CAS000002) FOR ALL
OPERATIONS ASSOCIATED WITH THESE PLANS. THE NOi NUMBER ASSIGNED BY
SWRCB FOR THIS PROJECT IS 9 37S318589, THE PERMITTEE SHALL KEEP A
COPY OF THE SWPPP ON SITE AND AVAILABLE FOR REVIEW BY THE CITY,
SIGNING AND STRIPING NOTES
1, THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING.
2, SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM
TO THE LATEST CAL TRANS TRAFFIC MANUAL, CAL TRANS STANDARD
SPECIFICATIONS (JULY 1999 OR LATEST VERSION THEREOF), THESE
PLANS ANO THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF
THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO
INSTALLATION,
4, ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS
SHALL BE APPROVED BY THE ENGINEER OF WORK ANO PUBLIC
WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5, ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL
TRANS SPECIFICATIONS, STRIPING SHALL BE REPAINTED TWO
WEEKS AFTER INITIAL PAINTING, SIGNING SHALL USE ENCAPSULATED
LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL>,
6, PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL
STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF
THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW"
CONDITION, IN A MANNER MEETING THE APPROVAL Of' THE CITY
INSPECTOR,
7, EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL
BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS
REPRESENTATIVE PRIOR TO INSTALLATION,
8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES,
MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL
BE PROMPTLY REMOVED BY THE CONTRACTOR,
9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF
THE CAL TRANS METRIC STENCILS.
10. ALL MEDIAN NOSES ANO FLARES SHALL BE PAINTED YELLOW,
11. ALL SIGNS SHALL !IE STANDARD SIZE AS SHOWN IN THE
CAL TRANS TRAFFIC MANUAL UNLESS OTHERWISE SPECIFIED.
12. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING
WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD
DRAWING M45,
13. WHEN A SIGN IS, ATTACHED TO A POLE, IT SHALL BE MOUNTED
USING A ST ANDAIRD CITY MOUNTING BRACKET WITH STRAPS,
14. EXISTING SIGN.S REMOVED BY THE CONTRACTOR SHALL BE
DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD
PUBLIC WORKS YARD AT 405 OAK AVENUE,
15. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS
PROVIDED AND -INSTALLED BY THE CONTRACTOR EXCEPT THOSE
SIGNS SPECIFICALLY SHOWN AS EXISTING TD RELOCATED OR TO
REMAIN.
->s--~~ i,;;=;;;;;t--OPTIONAL FLAT CAP \,
\
VT'<--ORCO 6816,6616, OR 6618 CMU
GROUTED ONLY I VERT STEEL
• VERT DROP-IN BAR I
40' /C (36" 0/C FOR 18"
LON CMUl
0 6 ST JOINT
REINFOR MENT I 24" 0/C
(3 PLACE PER UBC STD,
21-10. USE STD. FOR
SLUMP BLOC
•4 DOWEL I 40" 0 tJ~ (36" 0/C FOR 18'\.0 CMU)
I,
I/ v ~+1'-5"
v I. SETBACK ·1 SEE CHART
2J-i,f"I rJ:::!f'_'~!W" iiT!i_,TI: ,~111"-i_,,, !-i 1MAX:.
I, ,,
I,
DESIGN CRITERIA,
1, ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF'
2. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF'
3,CONCRETE/GROUT STRENGTH= 2000 PSF I 28 DAYS,
4. REINFORCING STEEL I GRADE 40 FOR •4 BARS A::tO SMALLER & GRADE 60 FOR •5 AND LARGER
5. SEISMIC -ZONE 4, 10 KM FROM TYPE A OR B SOU ,
6. 1500 PSI MASONRY COMPRESSION STRENGTH.
HALF STRESSES USED -NO SPECIAL INSPECTION R 'D.
/
MIN, FOOTING DEPTH FOR 7' TO DAYLIGHT /
SLOPE WALL WALL I WALL I
I TOP 1 FT. SETBACK 2 /"i: SETBACK
211 3'-611 3'-011 / 2'-611
311 2'-4" 2'-0" / -
NOTES,
1, CONCRETE BLOCK SHALL CONFO TO UBC STD, 21-4 ORCO
STD. PRECISION, SPLIT FACE, SLU ED, OR WEDGELOCK BLOCK
MAY BE USED
2, CONCRETE FOR FOOTING ALL BE 1 PART CEMENT TO 2-1/2
PARTS SAND TO 3-1/2 PA S GRAVEL WITH A MAXIMUM OF 1-1/2
GALLONS OF WATER PER ACK.PORTLAND CEMENT SHALL CONFORM
TO ASTM C 150 TYPE rv. Fe = 2000 PSI
3. REINFORCING STEE SHALL BE DEFORMED AND CONFORM TO
ASTM A 615 GRAD 40 FOR•◄ BARS ANO SMALLER.GRADE 60 FOR •s AND LARGER. Fl OVIDE 40 BAR DIAMETER LAP FOR GRADE 40
REBAR AND 48 il.R DIAMETER LAP FOR GRADE 60.
4, REBAR SH L BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICH IT IS OCATED,
5. CONCR E BLOCK SHALL BE LAVED IN A RUNNING BOND
PATTE WITH VERTICAL CONTINUITY OF THE CELLS UNO,
6, A BLOCK CELL CONTAINING VERTICAL REBAR SHALL BE
0 D GROUTED,
~
, SE OBP TYPE S MORTAR PROPORTIONED USING UBC TABLE NO.
21-1 PART CEMENT TO½PART LIME TO 4-1/2 PARTS DAMP
LOOS SAND, '
8,GROU FOR CONCRETE BLOCK TO BE 1 PART CEMENT TO 3
PARTS SA O (GROUT MAY CONTAIN 2 PARTS¾" PEA GRAVEL IF
WEATHER C DITIONS ARE FAVORABLE ANO BLOCK UNOBSTRUCTED
CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT FLOW), WATER
SHALL BE AD D TO PRODUCE GOOD
GROUT FLOW WI OUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MA BE WET-SET 1-1/2" INTO THE FOOTING
WHILE THE CONCRET IS PLASTIC. BLOCK STEM MAY BE PLACED
TO EITHER EDGE OF E TRENCH TYPE FOOTING,
10. FOOTING MUST SE PO ED ON OR INTO UNDISTURBED NATURAL
SOIL OR ON COMPACTED F L WITH A MINIMUM COMPACTION OF
901/u
11, FIRST INSPECTION TO BE A ER FOOTING TRENCHES ARE
READY FOR CONCRETE AND ALL EOUIRED STEEL IS TIED IN
PLACE, SECOND INSPECTION TO B WHEN THE REQUIRED VERTICAL
IS IN PLACE AND THE BLOCK WALL READY TO GROUT,
12, MAXIMUM CONTROL JOINT SPACING, ' 0/C OR 20' 0/C If
THE WALL IS TO BE STUCCO COATED.
6' HIGH ORCO WALL SYSTEM SITE WALL
FOR 70 MPH WIND @ EXPOSURE C
NO SCALE
''AS BUil T"
~~~,ft?-
R.c.r.'1lJ ExP. 3/$1/tJI DATE
.
, REVIEWED BY: ~
. ~." ~4.1 ig. t·t;>-3/
• INSPECTOR j DATE
~ CITY OF CARLSBAD I SHE5ETS I
~====~====~===============================t====j====j=====t===j L__Z_j ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR,
ENGINEER OF WORK
RIC~ ENGINEERING CO.
~-'-'~,.,,.. ,~t 1~/z.J/1(Jf)z,
ROGER L ALL R.C.E, 26 768 DATE
CHECKED BY, _____ _
BENCH MARK
A STREET CENTERLINE MONUMENT ON EL
CAMINO REAL 0.88 MILES NORTHERLY FROM
LA COSTA AVENUE,
RECORD f'ROM, NORTH COUNTY VERTICAL
CONTROL DAT A, PAGE 184.
ELEVATION, 113.122 ADJUSTED
DATUM,NGVD 29
DATE INITIAL
ENGINEER OF WORK
DA TE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
LA COSTA RESORT AND SPA
CREEK PARKING FACILITY
APPROVED: LLOYD HUBBS dr
,/2 / • I.A""'~ -•..,,..J •-/!
CITY ENGINEF-W' R.C.E '")3899 EXP. 12/31/0H:t(?
OWN BY: N_ CHKO BY:
RVWO BY: -
PROJECT NO.
CUP 258(8)
DRAWING NO.
402-2A
..
110702
OF
10 ESMT. TO LCWO PER / HOA INGRES AND EGRES
.. . .. FIL.!c NO. 123282, REC, 7-9B,6\ . .,.. R FILE NO, 8 :651061
.·• · .. EXIST. 8" VCP ~,rn c.41-20-1987
EXIS .. T· •• TELEPHONE~ ·······./.· ... ''.,;/ -«/ ..... \ ' ·. I.YL r,eURB PER G-1 . . '.> :/ 1 ,f~; ,, · . TF . ,.37,
• C: . ' •·· ~' . ~
EXIST. 6" CUR.Ir ~~n._,~ T
/ TC 17,21 PGR TF 16.03 f •
I VARIES
PROPOSED
GROUND
5' VARIES 3'
PARKING LOT
PAVEMENT
WARNING
SUBJECT TO FLOODING
2" HIGH LETTERING
SIGN 24"x48"
(1 REQUIRED>
LIMIT OF INUNDATION:'.' >c--...,---.,,.,..., .. ·
BY 100-YEAR Ft..00 . l\'._21.36 TF 15.36
IYJA?1 b J,;9 1 '. ,
1 / \_EXISTING
GROUND
-
THIS PARKING FACILITY IS SUBJECT TO FLOODING
DURING ANY RAIN STORM AND HIGH TIDE CONDITIONS.
OWNER IS NOT RESPONSIBLE FOR ANY LOSS, DAMAGE
OR INJURY TO AUTOMOBILES, PERSONAL PROPERTY
OR PERSONS RESULTING FROM ANY FLOODING THAT
MAY OCCUR. USE OF THIS PARKING FACILITY IS
STRICTLY AT THE SOLE RISK OF THE USER. LOT IS
SUBJECT TO CLOSURE AT DISCRETION OF OWNER. '--··'
F 14.
.\!.--'=
\---'."'--'1~06-, ~ ·• ,
=>'--15 "'~
-----4,Co '
--
-C 14,65''.
.l ~~~
6" CURB
PER G-1
CROSS-SECTION B-B
NO SCALE
NOTE,
/, \ \, \ \_ /<: i .. ' \ \ \ \,/
\J~.-.::::~T~~l.1~Jo!~a.Lfi~f ~-13-;ia249 '\\
-~~----',:+:----EXIST, 8" vcp SEWE;R '
1, ALL COMPACT PARKING STALLS MUST BE
LABELED BY PAINTING "COMPACT" 2' FROM
BEGINING OF ST ALL AND CENTERED
BETWEEN ST ALL STRIPING. USE MINIMUM 6"
HIGH LETTERING.
T.,.,.
r JCE
l; DOC,
-37-4108
-
·' ·\ ' -,
..x--PAVING/SECTION PER
DETAIL, THIS SHE.ET
\.:.e----PARCEL
' . UNE
2
~:.-.;.'~~-~;' I
"' I .o
I
;/?OfL O.F THE pW J/4
OF THE NE J/4 OF SEC.
35, -r; . J 2 s_, ; R, 4 w_, ,
SAN 8£f<NARD J NO J\!Jf:R JD I J\N AC PARKING
•LOT PAVEMENT
1'
NOTE, SIGNS TO BE YELLOW REFLECTORIZED
BACKGROUND WITH BLACK LETTERS MOUNTED
ON A POST, MINIMUM 48" ABOVE CURB.
3/4" HIGH LETTERING
10'
POSSIBLE
FLOOD LEVEL *. '
ABOVE
PARKING LOT LE'(EL
SIGN 16"x36"
i-----(5 REQUIRED>
• SEE PLAN FOR ELEVATIONS \__ 2" HIGH LETTERING
SIGN DETAILS
NOT TO SCALE
VARIES
NO SCALE
5'
PROPOSED
GROUND
SAND AND SEAL COAT
-8" AGGREGATE
BASE*
SUBGRADE-o
EXISTING
(GROUND
1---3"AC*
8" AGGREGATE
BASE*
"AS BUil T"
~~~DO-
DATE
REVIEWED BY: ~
di~&.,~ ~/ 6-2.-0"1/
INSPECTOR ~7' DATE
f!S-BU.__._,ll,_.__T ________ l-----l---1----l---1 fSHm7 CIT y OF CARL s BAD I SHEETS I
l------t---+----------------+---l----t----1-------l l___l_j ENGINEERING DEPARTMENT 5
l----l----t----------------+---li-----+-----1-------l
BENCH MARK
A STREET CENTERLINE MONUMENT ON EL
CAMINO REAL 0.88 MILES NORTHERLY FROM
LA COSTA AVENUE.
GRADING AND EROSION CONTROL PLANS FOR,
LA COSTA RESORT AND SPA
CREEK PARKING FACILITY
APPROVED: LLOYD HUBBS 13.
& p ~ /AY~ /4>(:1,..b;z l----t-----+----------------+--+----1---+---i 1'c"'1r"";--.:::E ... -Ne:-G ~I ... NNEE<'-,;~:;,c.___J,c;R'1:'..c:<:~~-li:~2:;:!38;::;8~9::_E_X_P __ 1=2~;~31---'1057 Di(TE
i 10702
EROSION CONTROL NOTES
1 •
2.
3.
4.
5.
6.
1.
8.
IN CASE EMERGENCY WORK IS REQUIRED. CONTACT MIKE CUSICK AT (760) 931-7575.
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 EMINENT.
DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF
PRODUCING RAINFALL.
THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
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 PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40t.l. SILT AND OTHER DEBRIS SHALL BE REMOVED
AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/◄INCH MINIMUM AGGREGATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90t. COVERAGE> PRIOR TO NOVEMBER 15. THE SLOPES SHALL BE STABILIZED BY PUNCHED STRAW INSTALLED IN ACCORDANCE
WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING•
A. HYDROSEEDING SHALL BE APPLIED TO•
1. ALL SLOPES THAT ARE GRADED 6•1 (HORIZONTAL TO VERTICAL) OR
STEEPER WHEN THEY ARE• o. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 611 WHEN ANY OF THE FOLLOWING
CONDITIONS EXIST• o. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL
LANDSCAPING> WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DI RECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA•
1. ALL SLOPES THAT ARE GRADED 6•1 OR STEEPER AND THAT ARE• o. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 1001,
COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100t. COVERAGE.
2. AREAS SLOPED LESS THAN 6•1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING•
1. SEED MIX SHALL CONSIST OF NO LESS THAN• o. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF ALYSSUM <CARPET OF SNOW)
f. 1/~lb. PER ACRE OF DIMORPHOLECA.
g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM o OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING
OR BROADCASTING BEFORE HYDROSEEDING. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs. PER ACRE. TYPE 6 MULCH (STRAW> MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN
50t. OF THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0,
WITH 15t., SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY,
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB I NAT I ON OF• o. TRACK WALKING SLOPES STEEPER THAN 6•1.
b. HARROWING AREAS 6•1 OR FLATTER THAT ARE SUFFICIENTLY FR I ABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS o OR b
ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY• o. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH.
E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED.
PUBLIC RIGHT-
OF-WAY
50'MJN.
8 11 MIN.
PROFILE
EXISTING GROUND
j
14'M/N,
Pl AN
PUBLIC RI HT-OF-WAY
PROVIDE APPROPRIATE TRANSITION
BETWEEN STAB/L/ZEO CONSTRUCT/ON
ENTRANCE ANO PUBLIC RJGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
ANCHORING DETAIL * DRAINAGE AREA LESS THAN / ACRE
STRAW BALE DIKE
1. SET POSTS AND [XCAVATE A
4 BY 4 IN ( 10 BY 1 0 CM I
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS,
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE ANO EXTEND IT
INTO THE TRENCH.
2, STAPLE WIRE FENCING TO
THE POS rs.
4 IN I 10 CM I
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL,
SILT FENCE
9 IN, EARTHEN RIDGE
FILL SL OPE
MIN,
2 FT
GRAVEL FILTER
SEDIMENT
WIRE SCREEN
FIL TEREO WATER
DROP INLET
WITH GRATE
~-CONCRETE BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
COMPACTED SOIL
TO PREVENT PIPING
RUNOFF WATER
WITH SEDIMENT
STAKED
STRAW BALE
2X6 STRUT!$!
FIL TE RED
WATER DROP INLET
WITH GRATE 2X6 STRUT( S !
', ~'l\,'',/h-l~_j:::::---
-n=';:~~W±JN_,jjf/• ~~~
-,,,1 11111'11111 l;I~ W ·['., •. ""'7::1'.LL{LLLLL
--M•
-c:.::-i£~c-+,-,J.ill-\r-,L,;-Y.,
----I
STRAW BALES
STAKED WITH TWO
STAKES PER BALE
ENO AND SID[
OVERLAP AT
CORNERS
.,,,= 11= =II ff· • ...... _,,, •11 ~
•
I Ill
HAY BALE SILT BARRIER
GRAVEL BAGS OVERLAP
ONTO CURB
7)j~ ~-/ u--.. -~
POINTS A SHOULD BE HIGHER THAN POINT B
HAY BALE CHECK DAM
6 IN 115 CM!
~
IN I 61
j
( A !
L=D/STANCE SUCH THAT POINTS
A ANO B ARE OF EQUAL ELEVA T/ON
GRAVEL CHECK DAM
0
o I
A
CM!
LEGEND
DESCRIPTION
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE
LIMITS OF CLEARING & GRADING
GRAVEL BAGS
FIBER ROLL
QUANTITY
100 s. r.
750 L. F.
23,000 S.F.
50 EA.
530 EA.
SYMBOL
: 1!1i
~::o· ~\ ~ 4 11-6,, LOGS FLOW
'I\ I/ ,' r ,, T
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
3 FT /0, 9 Ml MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
0
0
0
0
GRAVEL BAGS
BENCH MARK
A STREET CENTERLINE MONUMENT ON EL
CAMINO REAL 0.88 MILES NORTHERLY FROM
24"
18 "
I
LOG CHECK DAM ENGINEER OF WORK
RICK ENGINEERING CO.
ROGER • BALL R.C.E. 26 768 DATE
REVIEWED BY: ~
/4/~--INSPECTOR DATE
fsHml.c_rT_Y==o=F~C~A=R=L=s_B_A---'DlsHE5nsl l----+---+-----------------1-----1----l----1--~ L__i_J _ ENGINEERING DEPARTMENT
1------1--+---------------+-----l--+---+----l
8FV.9"i9 AIIB CROSION CONTROL PLANS FOR,
LA COSTA RESORT AND SPA
CREEK PARKING FACILITY
LA COSTA AVENUE. APPROVED: LLOYD HUBBS 8 Y
§' J. 14101 1--~-+--+---------------+-----+---1-----+----1 4 & ~, .:r;;:?. u:,,-rif~ rc/3d'&>;?
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2~-0CT-2002 1'3,44
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(0 5620 Friars Road • San Diego, CA g2111l-2596 • (619) 291-0707 • FAX (619) 291-4165 • www.rideng.mm
ll• \CL I ~10 1\DK<.1-I ot\11 07~KCS5. 0<.lfl
\ \sr" r I t.1 ,RI akStandards\ Ip I otV8\'Sll'l"en\aal acmp. peri
23·0CT·2002 1 ◄150
15 0 30 60 90 --- -
GRAPHIC SCALE 1''= 30'
BENCH MARK
A STREET CENTERLINE MONUMENT ON EL
CAMINO REAL 0.88 MILES NORTHERLY FROM
LA COST A AVENUE.
RECORD FROM, NORTH COUNTY VERTICAL
CONTROL DATA, PAGE 184.
ELEVATION, 113. 122 ADJUSTED
DA TUM, NGVD 29
<
TYPICAL FIBER ROLL INSTALLATION
NO SCALE
2"x?'WOOD
t---ST AKES MAX.
4' SPACING
TYPICAL SECTION FOR FIBER ROLL
NO SCALE
~ l,
,.._ Ci;;
..,, Q;' -... I:;! No,C2T67 * .3/31/
IVIL
~ ...
DATE
REVIEW:D BY: ~
d~.,-~ e-z~
INSPECTOR DATE
L--------jf-----+----------+----lf---+----l----------1 ~ CITY OF CARLSBAD I SHEETS I
·,____-+--+--------------+--l--1------1-------------I CLU~~~=;.~~==EN=G=IN=EE=R=ING=DE=P=AR=T=ME=N=T ==-==5=
, , 8~i!<Bll◄8 i!<l◄B EROSION CONTROL PLANS FOR,
LA COSTA RESORT AND SPA
CREEK PARKING FACILITY
t--+---+--------------+----+--l--+--1 APPROVED: LLOYD HUBBS Qr 4 ,:: , ~ t4V.-.,c_fa •<~ /o/,Ld,t,,,;l
t------t---+----~---------+----l----l---l-----1 'c1TY ENc1N@ R.c,jinss9 EXP. 12131101/ DATE
l-;;-;:;-;:,--t-;;~+----'----------------+,---,:-:-l--=-----jl---c-.,,,----l----_______j DW N BY:
DATE INITIAL 1-D~A_TE'--'-_1N_ITI_AL-I-D_A_:TE'-------'---_INI_TIA--=-IL CHKD BY: ~~ REVISION DESCRIPTION RVWD BY·. OTHER APPROVAL CITY APPROVAL ENGINEER OF WORK
PROJECT NO.
CUP 258(8)
~~
DRAWING NO.
402-2A