HomeMy WebLinkAboutDWG 402-2B; CUP 258B; LA COSTA RESORT & SPA; 01-11' I '~
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GRADING 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 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, THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A"
AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY ''BESTS" KEY RATING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.Cb)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 ALL PERMITS HAVE BEEN OBTAINED FROM THE
CITY AND OTHER APPROPRIATE AGENCIES,
7, APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK
OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN
OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF
THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE 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, CA>
SUMMARY SHEET, CB> LABORATORY WORK SHEETS AND CC) COMPACTION CURVES SHALL
BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA.'PRINCIPALL Y
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 PRINCIPALL y
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 '£ARTHWORK 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 RESPONSIBLE FOR
CONSTRUCTION~ INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE
WORK. THE CO TRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK
(438-3891) AT LEAST FIVEC5) 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 HOUR INSPECTION REQUEST LINE AT (760>438 3891.
INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2100 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 SHORING,
AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE 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 SYSTEM 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 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
CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE
LIMITED TO THE PERIOD BETWEEN 7100 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY
AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR
HOLIDAYS, CA LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT
COUNTER,)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY
ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, 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 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 SPECIFICALLY NOTED ON THE PLAN.
• • • CDN ■ULTINlt
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Riverside Orange Tucson
• (619) 291-0707 • FAX (619) 291-4165 •
NOT TO
SCALE
PACIFIC
OCEAN
EL
CITY OF VISTA
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 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. 402-2M, 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
REQUIREMENTS.
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 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 1-800-422-4133
SDG&E (760) 438-6200
PACIFIC BELL (760> 489-3441
ADELPHIA CABLEVISION <760l 931-1000
CITY OF CARLSBAD (STREETS & STORM DRAIN) C760l 602-2720
•CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER> (760) 602-2722
•SAN DIEGUITO WATER DISTRICT (760) 633-2650
•LEUCADIA COUNTY WATER DISTRICT C760l 753-0155
•VALLECITOS WATER DISTRICT (760) 744-0460
•OLIVENHAIN WATER DISTRICT (760) 753-6466
•BUENA SANITATION DISTRICT (760) 726-1340 x1374
•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 !15,16,120A.8) CARLSBAD MUNICIPAL CODE
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE
FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER
VIA THE PROJECT INSPECTOR {15.16,120A.10l 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-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 AND ANY SUPPLEMENTS
THERETO.
(4) REPORT WITH AS-BUil T 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 PLAN CHECK, PLAN CHECK FEES WILL
BE REQUIRED FOR ANY SUCH RECHECK,
36.THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION, PROPOSED NEW
SPA AND BALLROOM BUILDINGS, PREPARED BY $LADDEN ENGINEERING DATED
JUNE 28, 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 PLAN OR:
LA COSTiA SPA ®
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, 2003 AND
JUNE 7, 2002. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS
STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE
OFFICE OF THE ENGINEER.
SIGNED, ~~~
P,E, NO.,
DATE,
45389
LICENSE EXPIRATION DATE, 09/30/06
EARTHWORK QUANTITIES
CUT 1 6,600 CY
FILL, 5,600 CY EXPORT, 1,000 CY
REMEDIAL, 2,000 CY
NOTE, GRADING QUANTITIES SHOWN ARE FOR PERMIT PURPOSES
ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS
COMPILED BY PHOTOGRAMMETRIC METHODS
FROM INFORMATION GATHERED ON
08-03-01 BY AERIAL PHOTOGRAPHY
OWNER/DEVELOPER
KSL LA COSTA RESORT CORPORATION
COSTA DEL MAR ROAD
CARLSBAD, CA. 92009
PH. 760-931-7575
LEGAL DESCRIPTION
A PORTION OF SECTION 35, TOWNSHIP 12 SOUTH,
RANGE 4 WEST, SAN BERNARD I NO MER ID I AN, IN THE CI TY OF
CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
BENCH MARK
. ,--;~-
f ~, 'o l , '• = : ' '<'.' /3 .
. .
'c
KEY MAP LEGEND
STORM DRAIN AND APPURTENANCES---------------=~~~=
EXIST. SEWER ------------------------------------s--
EXIST. WATER ----------------------------------- -W - -
EASEMENT --------------------------------------=--_ =:_J
LOT LINES -------------------------------------
SHEET NUMBERS (STREET IMPROVEMENTS)---------
LOT NUMBER-----------------------------------395
PROPERTY BOUNDARY --------------------------
EXISTING FIRE HYDRANT
----
SHEET INDEX SHEET
NO.
NOTES ,KEY MAP & LEGEND------------------1
~g~~~iA~L:~;_E~'. ~~-R~~~ _ ~~~~:~~~ -~_~~~~I~~ _ ~
EROSION CONTROL NOTES AND DETAILS-- - - - - - - -~~
EROSION CONTROL PLANS --------------------10
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 OES I GN.
FIRM, RICK ENGINEERING CO.
ADDRESS•5620 FRIARS ROAD
CI TY, ST.• SAN DI EGO, CA. 9211 0-2596
TELEP'iplOI'/£.
BY,. _ _......,.
R. C. E.
EXP I RATIO
• •27678
DATE• 3/31/2006
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 1B4.
AS OF" 11-S-o'i IHE"P.E:BYASSUME
RESP OM;IBL E C!,!AP-GE FO 11. DESI GK
CI-IAIJGES To lrll!> \>ltAWllJG.
ELEVATION, 113.122 ADJUSTED
DATUM, NGVD 29
~ 1/-5"-cf
T1M YM.THIELE
RCE:60283 !:XP6/30/10
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, EROSION CONTROL FACILITIES, DRAINAGE FACILITIES, AND PLANTING
OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUil T GRADING PLANS
AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS sn'
OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURR£NT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER,
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDAROS,DATED,4-20-93
3. THIS SET OF PLANS
◄• THE ST ANDARO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 2000 EDITION
5. PRELIMINARY GEOTECHNICAL INVESTIGATION FOR LIMITED SOILS INVESTIGATION FOR PROPOSED NEW
SPA & BALLROOM BUILDINGS, LA COSTA RESORT & SPA, DATED JUNE 28, 2002, BY SLADDEN ENGINEERING.
6. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE
CITY OF CARLSBAD STANDARDS.
LEGEND
DESCRIPTION STD. DWGS. SYMBOL QUANTITY
EARTH SWALE C11/. MIN.>--------------------
EXISTING CONTOUR---------------· 190 ···•
PROPOSED CONTOUR - - - - - - - - - - - - - ---190 -
FILL SLOPE,2,1MAX,---------------Y '•' Y '•'
CUT SLOPE,2,1MAX.---------------Y '•' Y '•:
DAYLIGHT LINE ------- - - ----- - -'T
CUT/FILL TRANSITION----------------< c ,_ F
PROPERTY BOIHJARY --------------- - - -
SPOT ELEVATION----------------• FS 51.0
LOT LINE-----------------------
6"CURB --------G-1---------
6"CUR8 & GUTTER-----G-2---------
PCC SIDEWALK - - -DETAILS ON LANDSCAPE DWGS. -- - -
12"STORM DRAIN----------------
18'STORM DRAIN----------------
24' STORM DRAIN-- - - - - - - - - - - - - - -
STORM DRAIN INLET /CLEANOUT - - -DETAILS ON SHT, 2 · - - -
TYPE B INLET-------D-2 ---------
TYPE A-4 CLEANOUT - - - - -D-9 - - - - - - - - -
CDS POLLUTION UNIT----DETAILS ON SHT,2 ------
RIP RAP - - - - - - - -D-40-- - - - - - - -
HEADWALL,WING TYPE-----D-34 ·--------
SEWER CLEANOUT - - - -DETAILS ON SHT. 2 - - - - - -
PED RAMP--------G-27---------
RET AINING WALL - - -PER SEPARATE PERMIT· - - - - - -c:,i-,:::::,i-,::
TRENCH CRAIN - - - -NDS PRODUCTS, SEE PLAN - - - - -
3"AC/6"AB ---SEE NOTES ON PLANS FOR PLACEMENT---
4" AC/6" AB - - -SEE NOTES ON PLANS FOR PLACEMENT-- -
TRENCH RESURFACING-----G-24 ·--------
CROSS GUTTER------G-12 ·--------
V///@
~
I • ---1
• ALL STANDARDS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS EXCEPT AS NOTED,
•• CITY OF CARLSBAD MODIFIED DRAWINGS
OWNER'S CERTIFICATE
I <WE> HEREBY CERT I FY 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. ,
~ ~>,--
S. CHEVIS HOSEA, VICE PRESIDENT
OF LAND DEVELOPMENT, KSL LA COSTA
RESORT CORPORATION
1,520 LF
1,100 LF
575 LF
202 LF
830 LF
5 EA.
7 EA,
1 EA.
4 CY
1 EA.
2 EA.
160 LF
10,500 SF
26,000 SF
600 LF
850 SF
LEUCADIA COUNTY WATER DISTRICT
STEPHNL.DEERING
R.C.E. 26514 EXP. 3/31/04
DISTRICT ENGINEER
PLANNING DEPARTMENT APPROVAL "AS BUil T"
. IQ Ii2z-. ~/lo~lw~, MICHAEL J. HOL~ R, Pl ~G DIRECTOR
I z/_ t()(iOl-
DAE
---1~--Z~ 1/-:s-or;
R.C.E. c.02.s?> EXP, 1p[?,ol,o DATE j
APPROVED,LLOYD B.H~BBs#r
46-c ~ ~~ /~ti,,:;_ CITY ENGIEER R. ~-23889 EXP.12/31/05 DTE
DWN BY: REC PROJECT NO. DRAWING NO.
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
CHKD BY: __ _
RVl'ID BY: CUP 258(8) 402-2B
010703
031303
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 HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND 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, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF
THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD ST AKES, THE CONTRACTOR
SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE
ENGINEER OF WORK AT 291-0707. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY
STEPS TO PROTECT THE PROJECT AND 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 SHOWN 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 SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH
COMPANY REPRESENTATIVES.
NOTICE, ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROPERTY ARE
"UNDERGROUND INSTALLATIONS." FOR LOCATION OF ELECTRICAL CABLES AND GAS
PIPING AND APPURTENANCES, CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY.
TELEPHONE, 800-422-4133.
8. CONTRACTOR SHALL NOTIFY THE PACIFIC BELL TELEPHONE COMPANY PRIOR
TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK
WITH COMPANY REPRESENT A TIYES.
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROPERTY ARE 'UNDERGROUND
INSTALLATIONS." FOR LOCATION OF CABLES AND APPURTENANCES, CONT ACT 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 PROPERTY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND
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
SURF ACES TO PROVIDE POSITIVE DRAINAGE AND 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 HAYE 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 AND UNIFORM CROSS SECTION. THE SLOPE OF THE EX CAYA TIONS 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 1 O' 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
(RWQCBl AND THE SAN DIEGO COUNTY 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 DIRECTOR OF PUBLIC WORKS.
20. ALL PVC PIPES AND FITTINGS SHALL BE IN C
PIPES 18 INCHE
NGINEERI
Riverside Orange Tucson
10-2596 • (619) 291-0707 • FAX (619} 291-4165 •
SPECIAL NOTES CONTINUED
21. IMPLEMENT AND MAINTAIN BEST MANAGEMENT PRACTICES <BMPsl TO
EFFECTIVELY PREVENT POTENTIALLY NEGATIVE IMPACTS ON STORMWATER QUALITY BY THE
PROPOSED OPERATIONS. THE PROPERTY OWNER SHALL REPAIR, RESTORE AND/OR
REPLACE WITH ACCEPTABLE ALTERNATES, ALL OR PORTIONS OF THE INSTALLED BMP.s
THAT FAIL. FAILURE TO PROPERLY INSTALL AND MAINTAIN THE BMPs WILL RESULT IN
ENFORCEMENT ACTION BY 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.). BMP.s 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.
22. DURING THE RAINY SEASON THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE
TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY THE
PROPERTY OWNER IN THE EVENT OF A RAINSTORM 125¼ OF ALL 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.
23. A NOTICE OF INTENT (NOil HAS BEEN FILED WITH THE STATE WATER
RESOURCES CONTROL BOARD (SWRCBl AND THAT A STORM WATER POLLUTION
PREVENTION PLAN (SWPPPl HAS BEEN OR WILL BE PREPARED IN
ACCORDANCE WITH THE REQUIREMENTS OF CALIFORNIA GENERAL PERMIT FOR
STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY
<PERMIT NO. CAS000002l 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 COUNTY.
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 CALTRANS
TRAFFIC MANUAL, CALTRANS STANDARD SPECIFICATIONS (JULY 1999 OR LATEST
VERSION THEREOF), THESE PLANS AND 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 AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS.
r ELEVATION VIEW
STORM DRAIN PIPE
30" DIA. OUTLET PIPE
36" DIA, MANHOLE FRAME AND COVER PER SAN DIEGO REGIONAL STD. OWG. M-3 <TYPICAL)
AL TERNA Tl VE ACCESS
HATCH SYSTEMS READILY AVAILABLE SEPARATION SECTION
RISER SECTIONS
SEPARATION SECTION
RISER SECTIONS
..,.,, GROUT OR USE GRADE
RING A NECES ARY I EINISH GRADE
-VARIES EL = 44.2 I ' 12" TYP I
i----•' B'·---P. 7 __
FIBERGLAS:~;:,,,
. INLET
30" DIA.
SECTION
VIEW
L ~~ 30" DIA. INLET PIPE
ELEVATION VIEW
OUTLET PIPE__/
NOTE: THE INTERNAL COMPONENTS ARE SHOWN IN TH~ RIGHT-HAND CONFIGURATION-THESE COMPONENTS MAY BE FURNISHED IN THE
MIRROR IMAGE TO THAT SHOWN(LEFT-HAND CONFIGURA TIONl
~iFn!EI V RIES
' '
4 .5' ·.
T P. ·
SECTION
VIEW
8 -711
PLAN VIEW: CDS MODEL PMSU40 30
3 " J
. SUMP BOTTOM ~I~--++-~-;:_-_-_---1 EL.= 27.26
NO SCALE ELEVATION VIEW: CDS
MODEL PMSU40 30
FLANGES ON INLET SIDES & BOTTOM ATTACHED TO RISER WALL USING 6
ANCHOR BOLTS, MINIMUM(SUPPLIED BY COS TECHNOLOGIES)
NOTES,
ATTACH SCREEN TO SLAB USING 4 ANCHOR BOLTS, SUPPLIED BY CDS.
ACCESS RISER, 8' ID
30" DIA. INLET PIPE
1. THE INTERNAL COMPONENTS ARE SHOWN IN THE RIGHT-HAND
CONFIGURATION-THESE COMPONENTS MAY BE FURNISHED IN THE MIRROR IMAGE TO THAT SHOWN(LEFT-HAND CONFIGURATION). 2. FOR PROPER INSTALLATION, GREEN FLANGE ON SCREEN FACES UP.
SECTION VIEW: CDS MODEL PMSU40 30 -
NO SCALE
NO SCALE
DETAILS FOR CDS STORM WATER TREATMENT UNIT -MODEL PMSU40 30
.._ __ 8''---o<
OIL I I BAFF½E,
I I
fo----9'-6,.__ __
CONSTRUCTION NOTES:
V RIES
1.
1, APPLY BUTYL MASTIC TO SEAL RISER JOINTS-APPLY LOAD TO
MH SECTIONS TO COMPRESS SEALANT IF NECESSARY.
2. IF SEPARATION SLAB IS NON-INTEGRAL TO THE SEPARATION ~[~ti~~ ~bRtH~R~~IlsfEto~~8NlR~[\J°CAe}~~t1n8_NE~gi~~E
42,5" FROM TOP OF SEPARATION SLAB TO PIPE INVERT,
3. ROTC-HAMMER OR SAW-CUT OPENINGS FOR PIPE INLET AND OUTLET AS NECESSARY1 GROUT PIPE CONNECTIONS TO SEAL
JOINT.
4. SET BOTTOM OF OIL BAFFLE 24" ABOVE SEPARATION SLAB • fLOO~DRILL AND INSERT A MINIMUM OF FOURTEEN ~ 4) 3/i' x 3 ◄'.' SS EXPANSION BOLTS e 12" O.C. EOUALL Y SPACED IO S CURE BAFFLE FLANGE TO RISER WALL <HARDWARE SUPPLIED BY CDS TECHNOLOGIES).
5. FASTEN FIBERGLASS CYLliER/INLET TO SCREEN ASSEMBLY USING FOUR (4) SETS OF T/2" x i1 i' SS HEX HEAD BOLTS WITH NUTS
AND WASHERS -<HARDWA c. SUPPLIED BY CDS TECHNOLOGIES).
IN THE LEFT-HANDED CONFIGURATION THE 'RED" COLORED FLANGE ON THE SCREEN CYLINDER SHALL FACE UP. IN THE RIGHT-HANDED
CONFIGURATION, THE "GREEN" COLORED FLANGE SHALL FACE UP.
6. MATCH FIBERGLASS INLET TO INLET STORM DRAIN AND VERIFY
THAT SCREEN ASSEMBLY IS CENTERED OVER SUMP ACCESS HOLE
AN~~ADJUS.T IF NECESSARY; DRILL AND INSERT A MINIMUM OF SIX (6) '.B"x 33/4" SS EXPANSION BOLTS EQUALLY SPACED TO SECURE
FIB RGLASS INLET FLANGE TO RISER WALL <HARDWARE SUPPLIED BY CDS TECHNOLOGIES).
7. ,f ASTEt:l. SCREEN TO SEPARATION SLAB USING FOUR (4)
1ac" x 3f4" SS EXPANSION BOLTS -<HARDWARE SUPPLIED !:!Y COS TECHNOLOGIES).
8. BLOCK AND GROUT SEAL TO MATCH GRADE AS REQUIRED.
STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL
USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 4" ATRIUM GRATE.PER NOS 75 TOP OF GRATE (TG!ELEV PER SEWER LATERAL TABLE
FINISH f/JO ~ GRADE 11. MIN. 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
CI TY INSPECTOR.
-1/,;;,:_ ~«%-<'.\~;, \~%w'fa'
7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE
PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
4" RISER
8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT
LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. FLO.VL!NE ELEV PER PLAN -----'t=====f TEE OR ELBO.V
9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC
STENCILS.
10. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
11. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAFFIC MANUAL
UNLESS OTHERWISE SPECIFIED.
SLOPE PER PLAN
12. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER
SAN DIEGO REGIONAL STANDARD DRAWING M45.
PVC PIPE -SIZE PER PLAN
13. WHEN A SIGN IS. ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD
CITY MOUNTING BRACKET WITH STRAPS.
14. EXISTING SIGNS 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 TO
RELOCATED OR TO REMAIN.
FINISH GRADE
0
co U)
12" CAST IRON
GATE CAP 6" PLANTING AREA
/ PAVEMENT DEPTH / IN PAVED AREAS
---_ SECTION OF 12"
PVC PIPE
r----+------+-+~~-~-~-"'=:{' -~-CAP
@ LEGEND ON PLANS
4" DRAIN WITH RISER
BROOKS PROD CTS 18"X 18"
CATCH BASIN 0. 8 8 WITH
GAfVANIZED STEEL TRAFFIC
TG PER PLAN
GRATE 3" MIN. "'-'=-+-
BACKFILL AND TAMP PER
SOILS ENGINNEER'S
RECOMMENDATIONS
NO SCALE
7 ~ B"TYP.
8''
8'' PVC
DROP LENGTH LAT !NV£L
NO. @M/JJN TO IN
M/JJN FEET
1 43.63 1 .2· 20. 7'
/NV.EL
AT SLOPE CURB
45.61 4.00%
TOP
CURB
EL
51.90
DEPTH
BELON
T .C.
6.29'
CDS MODEL DETAILS ONLY
CDS TECHNOLOGIES, INC.
2 38.63 1.2' 18.5' 40.52 4.00% 47.20 6.68'
T~~Ofc)D~.E. 51596 :;/ 3/~~E
NEENAH FOUNDRY C0.12" ROUND BEEHIVE CAST
IRON GRATE AND FRAME NO. R-2560-A TO BE
USED IN PLANTERS:12"ROUND CAST IRON FLAT
GRATE NO. R-2525-A TO BE USED IN TURF AND
HARDSCAPE AREAS, UNLESS OTHERWISE NOTED. -<~I--.,.
/kl! l _§....:::::,'\.':'.; ::__JLJUu uu1::..:::,
TG PER PLAN
FINISH GRADE
:i ;,
560-C-3250 CONCRETE---.,c--0-.,.,.__---,_--+-,,.---.---0
BEDDING MA TERI AL
TO TOP OF 1/aBEND
STANDARD
PVC WYE
12" 1 2" BACKFILL AND TAMP
~ SOILS ENGINEER'S'S
RECOMMENDATIONS
4" PVC
PVC PIPE-SIZE
PER PLAN
-\,, .... ·' I'
f,--..,,,,;· ,-......
L\ ; .r. 1?"0Fl~~~.,~
L!:0.( / " "
( t-t /.1..
r,/Y>_11
~.,,./
R.C.E. ~7e71l DATE
111'\0"TH-'( ."T\½l!ol.E' Co02.1f!>
® LEGEND ON PLANS
FLOWLINE ELEV. AS
SHOWN ON PLAN
ATRIUM DRAIN DETAIL (PVT.)
NO SCALE
"-....._, __ ,r--..___,..-........___.,..,~"'--~';"'--~...._,,_.J,.. __ ••
"AS BUil T"
R.C:E. Coo2.'?,?, 10/-e,o fro EXP. _ ,
JJ..rt1
DATE
REVIEWED BY:
BEDDING MATERIAL ~ 560-C-3250
CONCRETE
45 ° ELBONS ~ I TO TOP OF1/aBEND -
/
///
( __ PIPE SIZE, SLOPE 10.8% MINI
& MATERIAL PER PLAN
·--STANDARD
1/8 BEND
'f FLOWLINE ELEVATION PER PLAN
\/ RIM ELEVATION PER PLAN
NOTE!
RISER TO BE 8" PVC SEWER/DRAINAGE CLEANOUT
NO SCALE
GATE CAP
!HEAVY DUTY!
y FL PER PLAN
CATCH BASIN DETAIL (PVT.)
NO SCALE
BENCH MARK
A STREET CENTERLINE MONUMENT ON EL
CAMINO REAL 0.88 MILES NORTHERLY FROM
LA COSTA AVENUE,
RECORD FROM: NORTH COUNTY VERTICAL
CONTROL DATA, PAGE 184.
ELEVATION, 113.122 ADJUSTED
DATUM:NGVD 29
·J-0.J
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL
OTHER APPROVAL
DA TE INITIAL
CITY APPROVAL
INSPECTOR
NOTES FOR,
LACOSTA SPA
OWN BY: REC
CHKD BY: §l"f' RVWD BY,r,t.
~ LJLJ
PROJECT NO. DRAWING NO.
CUP 258(8) 402-2B
031303
' i
--
I
I
I
I
ALL PVC TO PVC LATERAL CONNECJIONS
TO BE MADE WITH A STANDARD WYf,
I I
NOTE1
SEE CITY OF CARLSB.&.D OW· •
N0.402-2E FOR SEWER AND
WATER IMPROVEMENTS.
L---,----.------,----+,.,..,.....
Rrc
' i I I 1ego Riverside Orf111g& Pho~ Tucson
• ara Road • San Diego, CA 92110-ZSGG • (619) 291-0707 i • FAX (619) 291-41~5 • www.ri .
I .
,.
tD • • ► _:::s__.. ------►
SEE SHEET 4 N
10 5 0 10 20 30 - -
GRAPHIC SCALE 1 '"" 10'
--
BENCH MARK
A STREET CENTERLINE MONUMENT ON EL
CAMINO REAL 0,88 MILES NORTHERLY FROM
LA COSTA AVENUE,
RECORD FROM1 NORTH COUNTY VERTICAL
CONTROL DAT A, PAGE 184.
ELEVA TION1113,122 ADJUSTED
DATUM1NGVD 29 R.C.E, . 'a7£78
{Dpz. 'iSo
DATE
\
\
\
I I
\
\
\
I
I
I
\
\
I
I
(
\
\
HEAVY PAVING
411 AC •
8" AGGREGATE
BASE •
~l LEGEND ON PLANS
\
\
PARKING AREAS
8"AGGREGATE
BASE•
~-_,I LEGEND ON PLANS
\ \
\
\
"AS BUil T"
"']iM(/2@//
REVIEWED BY,
lfs-1
DATE
. lJ~k\ I alVU._-"' u~1.t.-~ei
INSPECTOR I/ DATE
1-----1---1-----------------,1----1----t----1---------1 OWN BY: REC
1--'-pA_TE __ I_NI_TIA_L_,__□A_T_E~_INI_TI_AL, CHKD BY: ~ PROJECT NO. DRAWING NO.
DA TE INITIAL
ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~ CUP 258(6) 402-2B
010610
--
!
NOTE:
SEE CITY OF CARLSBAD DWG.
NO.4O2-2E FOR SEWER AND
WATER IMPROVEMENTS.
NOTE:
SEE CITY OF CARLSBAD DWG.
NO. 402-2M FOR EXISTING TREE
REMOVAL AND RELOCATION.
ALL PVC TO PVC LATERAL CONNECTIONS
TO BE MADE WITH A STANDARD WYE.
~TER LINE 2_22 ,0--, ,, -~:
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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I
J
I J !t ,,
.. I I//
I t· . /1! I · l
(FS 2.1>' //
/ BP 24cf.w~45 .• 40 / (T B' ER-44.9),
/ U £,.N: 6/' SAND .• SHI If BE.TWEEN /'
/ IPE "// . ' .11
/ l;,1 I
I I/ I
I !/ I I 1/
CAUTION: LOCATION OF EXISTING UTILITIES SHOWN ON
THESE PLANS ARE APPROXIMATE AND SHALL
BE FIELD VERIFIED BY THE CONTRACTOR (SEE
GRADING NOTES, SHEET 1, AND SPECIAL NOTES,
SHEET 2).
l
T
i
t
'4'~REMOVE EXIST •. ··. ~ t Y.,> CURB tTYP.l ~o'
SEWER CONNECTION FOR BUILDING,
"'
~ "'
PRIVACY WALL PER
SEP~A TE PE.!ilMIT
6' HIGH
WAL( SEE PLUMBING PLANS FOR CONTINUATION
.. \\
7c
,c,.·· . "'l ~ S, ' ii'.
i . TCO 54.1 -n ,.__
IE 4'"-49.31 111 :;;
CONCRETE PAVING PER ~ ,,,,
LANDSCAPE PLANS :., ,vi
' ,., --,I -,,,.
<,j
.._<:>
~7 .31 , -.. PV c i~ 11r-__: L\,r ..11.s=-:,;;-;;;/-;:::~~'-:~r+
.:;, . I 6, 8i(
'f ~ ,,(\
\,ll /:' u'
/:'s CS ~ "1 • .,., ~
"Tl
F.F .
PAD
"Tl
..,
1/1 1/1 1/1
Ul Ul ... .... -:... :., ...,j --,I
----
EXIST, LIGHT
c,,.,;TO BE ...;'.f REMOVED
.,.,-BY OTHERS
c., .J
,._F ,_,L"----"4"""-~51-.3cc-(
'II ,,~~o..A.0
"\ ':,~"' ":> • ~ :ti ~ ~'!l TW 58,83 I ~ ~ "\' ~ . _J ~g~: ~::~ ~ 't, REMOVE EXIST. TF 52.63 V
•.., CURB(TYP.l SEE DETAIL ON STRUCTURAL
----·"' ----
--54 • a 1 PLANS FOR PIPE THROUGH FOOTING
--54.14
"Tl
Cl
Ul ... "'
"' ;t
c.,
"-
\ i I
REMOVE EXIST.
.~ CURB .<TYP.l
,-. ,-. ,.;
"' ~
,-. ,.._ ,-. ,-.
V -'V
"' "'
,-. ,-. ...;
"' V) "-
-n Cl
Ul ... "'
/
/
/
/ 21.27, ..... 4n
PVC I 1.3;:
~\, FL 1 B"-49.2
SEE DETAIL ON STRUCTURAL--t-~
PLANS FOR PIPE THROUGH FOOTI G i
CONCRETE PAVING PER
LANDSCAPE PLANS
EXIST. LIGHT TO BE '
/REMOVED
/ l'!Y OTHERS
?'r; Pl s<I.
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6'
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i
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WITH PRIVA Y WALL
0\ TOP.
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PLANS FOR Pl E THROUGH FOOTING/
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12.05¼
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TW 59.
FGFW 55.6
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'& ~ ,.,<:>. . ... · JT-gW~~l..--.c4;
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(o02. ,g,3
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AT EL. 54.81 · ~ '--'
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REVIEWED BY:
Lt. J( Lt.,""'
INSPECTOR
. F~ 4"-,51.03
FS 54.31
i',j
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 DAT A, PAGE 1 !'!4.
ELEVATION: 113.122 ADJUSTED
DATUM:NGVD 29
GRADING PLANS FOR,
LACOSTA SPA
l-----+--+---~-~--~-~-~~~+-----t--+-----t~------1 AP OVED: LLOYD B. HUBB~$ ,I ,/
, ~'4/C#l
Cl Y ENGINE R.C. 2 889 EXP, 12/31 /05 (JATE
OWN BY: REC PROJECT NO, DRAWING NO, ~e~~ ~~=, 15.: CUP 258(8) 402-28
DATE INITIAL
REVISION DESCRIPTION DATE INITIAL DATE INITIAL
ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL
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031303
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GRAPHIC SCALE 1 "= 10'
---< o· ..
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. "'
I
BENCH MARK
A STREET CENTERLINE MONUMENT ON EL
CAMINO REAL 0,88 MILES NORTHERLY FROM
LA COSTA AVENUE,
RECORD FROM1 NORTH COUNTY VERTICAL
CONTROL DATA, PAGE 184.
ELEVATION, 113,122 ADJUSTED
DATUM1NGVD 29
' -:" -~
-""/" ' ' s"S;t~------r 1
R.C.E. 27678
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11--s;rfl
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INSPECTOR( 1) DATE
GRADING PLANS FOR,
LACOSTA SPA
l-----+--+---------------.l----1----L---L-__J OWN BY: REC
DATE INITIAL ,__DA_T_E ~I_NI_TIA_L-1-_DA_T_E_.__INI_TI_AL_, CHKO BY• fffJ. PROJECT NO. DRAWING NO.
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CUP 258(8) 402-28
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[ -DOC. 87-595022
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1 PER 9f.1WD 83c222 I tt:'.: A DOC.1232
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N0.12 282 I.' E IS • LEUCADIA COUNTY _ _,__ __ ITJ I
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MATCH EXISTING, ___________________ ~---------~
LIP OF GUTTER'
CAUTION: LOCATION OF EXISTING UTILITIES SHOWN ON
THESE PLANS ARE APPROXIMATE AND SHALL
BE FIELD VERIFIED BY THE CONTRACTOR (SEE
GRADING NOTES, SHEET 1, AND SPECIAL NOTES
SHEET 2). '
ALL PVC TO PVC LATERAL CONNECTIONS
TO BE MADE WITH A ST AND ARD WYE.
NOTE:
SEE CITY OF CARLSBAD DWG. ----✓,.--._---~
NO. 402-2E FOR SE t:>---,..A-Nt:iv------. -ss1
EXISTING HOTEL~ WATER IMPROVEMEN
•·' MATCH EXISTING F GUTTER
NOTE:
SEE CITY OF CARLSBAD DWG.
NO. 402-2M FOR EXISTING TREE
REMOVAL AND RELOCATION.
.: XISTING RETAINll)IG WALL
0 10 20
Tlttcrnt'i Ii. 7tt16 1.£
R.C.E • .17Ei7a
<,,02.1t~
"AS BUil T"
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~(~
DATE
;/·£-ti!/
;' EXISTING CURB 10 5
AND GUTTER ----R.C.E. <oD2.% 2 EXP. r,, / 3o/ro . ) DATE
GRAPHIC SCALE 1 "= 1 0' REVIEWED BY:
LL t.U ....... ....,_ \ , l\o ~ . LI-~~ -t-~
INSPECTOR F 1\ DATE
GRADING PLANS FOR,
\
1 ,12" MIN. ~ER AY (FS 46,61 ~ ~ S.
, ~ I SAWCUT LINt "~Y'.:::.;t,01~ BENCH MARK
A STREET CENTERLINE MONUMENT ON EL
CAMINO REAL 0.88 MILES NORTHERLY FROM
LA COST A AVENUE.
LACOSTA SPA
GINEE PANY
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ars Road • San Diego, CA 92110-2596 • (619) 291-0707 • FAX (619} 291-4165 • www.ricbng.Ww
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03-MAR-2001 1 3 ./ --~ :....,~ -· ~ ......._,r-....._..,, ..__,.. .....__...,. -
SEE SHEET 7 RECORD FROM:NORTH COUNTY VERTICAL
CONTROL DAT A, PAGE 1 84.
ELEVATION, 11 3.122 ADJUSTED
DATUM:NGVD 29
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL
OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
APPROVED: LLOYD B. HUBBS I. 41 ';W .. , ~ "" e .1,,1!,,:;;, ,, __ '
CITY ENGIN R.(~3889 EXP.12/31 /05 ~ATE<3
DWN BY: REC
CHKO BY: M
RVWD BY:
PROJECT NO.
CUP 258(8)
DRAWING NO.
402-2B
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031303
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C3-W.R-2003 13, 44
GINEE
1ego Riverside Orange ---t'to:nL Tucson
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.._/~ ·"-'-
10 5 0 10 20 30 ---
LCWD NOTE:
NO IMPROVEMENTS SHALL BE CONSTRUCTED OVER THE EXISTING LCWD 6" SEWER
LINE SHOWN ON SHEET 7 OF THE ''GRADING PLANS FOR THE LA COSTA SPA"
UNTIL EITHER: 1 l IMPROVEMENT PLANS ARE REVIEWED AND APPROVED BY LCWD
PROVIDING FOR THE RELOCATION OF THIS LINE TO AN ALTERNATIVE LOCATION
ACCEPTABLE TO LCWDsOR 2lRECORDING OF AN AGREEMENT BETWEEN LA COSTA
RESORT & SPA AND LCWD PROVIDING FOR THE PRIVITIZATION OF THIS SEWER LINE,
- -
GRAPHIC SCALE 1 '\:: 1 0'
BENCH MARK
REMOVE EX. CATCH BASIN AND
_, __ .--,-_REPLACE WITH BROOKS PRODUCTS
" CATCH BASIN CB-1818,
TG 50.24
Fl 6"-46.07
EXISTING RETAINING WALL
NOTE:
SEE CITY OF CARLSBAD DWG.
NO.4O2-2E FOR SEWER AND
WATER IMPROVEMENTS.
CAUTION: LOCATION OF EXISTING UTILITIES SHOWN ON
THESE PLANS ARE APPROXIMATE AND SHALL
BE FIELD VERIFIED BY THE CONTRACTOR (SEE
GRADING NOTES, SHEET 1, AND SPECIAL NOTES,
SHEET 2).
ALL PVC TO PVC LATERAL CONNECTIONS
TO BE MADE WITH A STANDARD WYE.
cos-r J-\
]\j\JO 2" X 12" REDWOOD
'EDGING
AC PAVEMENT ~
1"
EXISTING RETAINING WALL
2" X 2" X 18" REDWOOD
STAKc @ 4" 0.C. iMINI
REDWOOD HEADER (PVT)
NO SCALE
R.C,E. 27678
Cool.',/~
"A':) BUil T"
~-z«i~
R.C.E. (pol';;~ C:XP. eo/30/io
REVIEWED BY:
DATE
DATE
WJ.b, .. .,... I r .1'2L. · I\-Lb-c-4 WECToRr"p DATE
A STREET CENTERLINE MONUMENT ON EL
CAMINO REAL 0.88 MILES NORTHERLY FROM
LA COSTA AVENUE.
RECORD FROM, NORTH COUNTY VERTICAL
CONTROL DAT A, PAGE 184.
i:,'ROVED,LLOYD B.HUB~S.ft"'
,---1------J--------------+---+---l---l-----l L!9 <, -r-yYce,.r. -11 _____ 3N/4,-:>
CITY ENGIN!"rR R.cL 23889 EXP.12/31 /057ATE
ELEVATION, 113.122 ADJUSTED
DATUM:NGVD 29
DATE INITIAL
ENGINEER Of WORK
-----~---
REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY: REC
CHKO BY: ~f RVWD BY:
PROJECT NO. DRAWING NO.
CUP 258(8) 402-2B
•
•
031303
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SILT FENCE PER DETAILS
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.AJ\JD
20 10 0 20 40 -- -
GRAPHIC SCALE 1 ''= 20'
BENCHMARK
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
60
cos-r .A
.AND
1 REPLACES SHEET 8, ORIGINALLY SIGNED 12/11/02,
REsor~-r
SPA
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7 13 I P'f:, ' ' R.C.E. 27678
(o02.8~
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R.C.E. io02'iP;, EXP. !,:,/?,pJD r ,
REVIEWED BY:
1:tiP~~~ L~
GRADING PLANS FOR,
LACOSTA SPA
DATE
DATE
DATE
i------t--t---------------+-----1---1------1---l APPROVED, LLOYD B. HUBBS4' .Ar< :<i~ i.4--'...eciA. ]/v/4 "J
r----t--+---------------+-----i---1-------l------l wY ENGINEEW R.c.E.7fss9 ExP.,21311os &Arr
OWN BY: REC DRAWING NO.
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL
OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
CHKD BY: M
RVWD BY:
PROJECT NO.
CUP 258(8) 402-2B
031303
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EROSION CONTROL NOTES
1, IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MIKE CUSICK AT
(760) 931-7575.
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 EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER WST DRAH! 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 (40¾). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4INCH MINIMUM AGGREGATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE E~FECTIVE COVERAGE OF GRADED SLOPES (90¾ COVERAGE> PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION ANO 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 611 (HORIZONTAL TO VERTICAL> OR
STEEPER WHEN THEY ARE• a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET, b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6•1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST• a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING> WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. o. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS lt,,t,4EDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA•
C.
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 100¾ COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100¾ COVERAGE. 2. AREAS SLOPED LESS THAN 611 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,
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 o. 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 o, d, e, AND f OF TH IS 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.
1. 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
50¾ OF THE STRAW INTO THE SOIL,
3. FERTILIZER CONSISTING OF At.t.10NIUM PHOSPHATE SULFATE, 16-20-0, WITH 15¾, SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE,
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PR I OR TO HYDROSEED I N'G BY•
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB I NAT ION OF, o. TRACK WALKING SLOPES STEEPER THAN 611, b. HARROWING AREAS 6•1 OR FLATTER THAT ARE SUFFICIENTLY
FR I ABLE. o. 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.
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PUBLIC RIGHT-.
OF-WAY
50'MIN.
I 8 11 MIN,
PROF ILE
EXISTING GROUND
_L
14 'MIN,
T
PUBLIC RI HT-OF-WAY
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCT/ON
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
I
STABILIZED CONSTRUCTION ENTRANCE
FLOW ----
- - - -- - - -.----r-m-m-'-'---'-j---.--.----m 4" VERTICAL FACE
EMBEOOING DETAIL
ANGLE FIRS{ STAKE TOWARD ol
PREVIOUSLY LAID BALE --~ .. ,,,;,\.'.
FLOW .,· ~-~ ~;~·~ •f.l •,, -WIRE OR NYLON
BOUND BALES
( PL ACED ON THE
CONTOUR
2 RE-BARS,STEEL PICKETS,OR
2"X 2" STAKES 1 112' TO
2' IN GROUND
ANCHORING DETAIL
¥ DRAINAGE AREA LESS THAN 1 ACRE
STRAW BALE DIKE
1, SET POSTS ANO EXCAVATE A
4 BY 4 IN (10 BY 10 CM/
TRENCH UPSLOPE FROM ANO
ALONG THE L /NE OF POSTS.
-------..---;::., / ----//
~~
3, ATTACH THE FILTER FABRIC TO
THE WIRE FENCE ANO EXTEND IT
INTO fH£ TRENCH,
2. STAPLE WIRE FENCING TO
THE POSTS.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL,
SILT FENCE
9 IN, EARTHF:N R /OGE
FILL SLOPE
UNLINED SWALE & BERM
I
, I
I I
GRAVEL FILTER
FIL TEREO WATER
---
DROP INLET
WI TH GRATE
~~CONCRETE BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
Of/OP INLET
WITH GRATE
COMPACTED SOIL
TO PREVENT PIPING
2X6 STRUT/SJ
RUNOFF WATER
WI TH SEO IMENT
STAKED
STRAW BALE
2X6 STRUT/SJ
A
POINTS A SHOULD BE HIGHER THAN POINT 8
HAY BALE CHECK DAM
6 IN (15 CMJ
24 IN (61 CMJ
r A !
j
LEGEND
DESCRIPTION
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE
GRAVEL BAGS
FIBER ROLL
EROSION CONTROL BLANKET
QUANTITY
700 SF
115 LF
40 EA
125 LF
7,300 SF
SYMBOL
==
----a------o--
-
• COARSE AGGRE~G:ATE I
FLOW _.,_ 24 IN 161 CMJ
-~o _ -~I_ ---
STRAW BALES
STAKED WITH TWO
STAKES PER BAU'
ENO ANO SIDE
OVERLAP AT
CORNERS
2X6 STRUT/SJ
REOUIREO WHEN
NOTED ON PLANS
HAY BALE SILT BARRIER
GRAVEL BAGS OVERLAP
ONTO CURB
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
3 FT /Q.9 MJ M/N.
THREE LAYERS OF GRAVEL BAGS
WITH ENO$ OVERLAPPED
FLOW ►
0
0
0
GRAVEL BAGS
BENCH MARK
A STREET CENTERLINE MONUMENT ON EL CAMINO REAL 0.88 MILES NORTHERLY FROM LA COSTA AVENUE,
RECORD FROM, NORTH COUN'rY VERTICAL
CONTROL DAT A, PAGE 184.
ELEVATION,113,122 ADJUSTED
DATUM,NGVD 29
I '
I ,
(8)
L=DISTANCE SUCH THAT POINTS
A ANO BARE OF EQUAL ELEVATION
GRAVEL CHECK DAM
4 11-6 II LOGS
24"
18 II
I
LOG CHECK DAM ENGINEER OF WORK
ROGER L.B L R.C.E. 26 768 DATE
"AS BUil T"
R.C.E. ____ EXP. ----DATE
REVIEWED BY:
INSPECTOR DATE
fsHm7 CITY OF CARLSBAD I SHEETS I
1-----+--+---------------+-----+--+----+-----t ~ ENGINEERING DEPARTMENT 1 Q
1----1----1----------------+----l---+---l----l EROSION NOTES AND DETAILS FOR,
LACOSTA SPA
APPROVED, LLOYD B. HUBBS 11 r . .
l-------f---+----------------t-:--=:----tcc=::-:c---t-cc-:-:c::--11-7.C~--1 DWN BY: REC DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ _
ENCINEER OF WORK REVIS!ON DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
PROJECT NO. DRAWING NO.
CUP 258(8) 402-2B
' I I i
/
CAUTION: LOCATION OF EXISTING UTILITIES SHOWN ON
THESE PLANS ARE APPROXIMATE AND SHALL
THE CONTRACTOR BE FIELD VERIFIED BY
i ! Ill RICKENGINEERINGc.cMPANY
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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
DATUM,NGVD 29
' 010703
ENGINEER OF WORK
RIC ENGINEERING CO.
J.~
R.C.E. 27~7~ DATE
"AS BUil T"
R.C.E. ___ _ EXP. ____ _ DATE
REVIEWED BY:
DATE
=E~~ISION CoN~Ot.. NOT€. .1/0DEO rSHffil CITY OF CARLSBAD
~=====~====!==~==~=~~=======================1=====t====1=====t~==j L1Q_J ENGINEERING DEPARTMENT
SHEETS
11
EROSION CONTROL PLANS FOR, I
LACOSTA SPA
APPROVED, LLOYD B. HUBBS tJ r . .
Cl R.C. 23889 EXP .12/31 /05
PROJECT NO. DRAWING NO.
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL CUP 258(B) 402-2B 1
NOTE:
SEE CITY OF CARLSBAD DWG.
NO.4O2-2E FOR SEWER AND
WATER IMPROVEMENTS.
CAUTION: LOCATION OF EXISTING UTILITIES SHOWN ON
THESE PLANS ARE APPROXIMATE AND SHALL
BE FIELD VERIFIED BY THE CONTRACTOR <SEE
GRADING NOTES, SHEET 1, AND SPECIAL NOTES
SHEET 2). '
NOTE:
SEE CITY OF CARLSBAD DWG.
NO. 4O2-2M FOR EXISTING TREE
REMOVAL AND RELOCATION.
ALL PVC TO PVC LATERAL CONNECTIONS
TO BE MADE WITH A STANDARD WYE.
CAUTION!!!
EXISTING 3" HIGH
PRESSURE GAS MAIN
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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
-....___....-.. •.. _~~-
EXISTING
METER
cos-r 1\
AJ\JD SP J-\
CAUTION II!
EXISTING 2" HIGH
PRESSURE GAS MAIN
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\ 10-29-1964 AS DOC. NO, 198153
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R.C.E. (oOZ."i;3 EXP. (,,/l,0/10 • j
031303
11-s.-0'7
DATE