HomeMy WebLinkAboutDWG 431-4A; SDP 97-19A; HILTON GARDEN INN MEETING ROOM ADDITION; 01-04111""""-------------------------------------------------------------------------------------------,m GRADING NOTES
(IN AOD!TlON TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OlHER PLANS PREI/IOUS/. Y APPROl,,f]) BY 711E CITY
OF CARLSBAO REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WA/'I[ ANY PORTlON OF THE
CARI.SBAD MUNICIPAL CODE, RESOLUTlON OF COND/llONAl APPROVAL, CITY
STANDARDS OR OTHER ADD/l70NAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIB!.E CHARGE SHALL
REVISE THESE PLANS i'IHEN NON-CONFORMANCE IS 0/SCOI/ERED.
3. CITY APPROVAL OF PLANS DOES NOT RWE'I[ THE DE'l[LOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTlON OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUC770N, ALL PLAN REVISIONS SHALL BE PROMP/1..Y
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIIJHT-OF-WAY PERMIT FROM !r!E CITY ENGINEER W!LL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIIJHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CER77RCA TE OF INSURANCE MUST BE Rlm NAMING Tr/£ CITY OF CARLSBAD AS
AN ADDITlONAL INSURED ON THE PERMITTEE'S POLICY IN !r/E MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF UAB!lfTY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HA 'I[ A RA l7NG OF "A• AND A SIZE
CATEGORY OF CLASS VAS ESTABLISHm BY "BESTS" KEY RATlNG GUIDE.
5. UNLESS EXEMPTED BY SECTlON 301.(b)5 OF THE UNIFORM BU/WING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM TH£ BUILDING DEPARTMENT.
6. NO WORK SHALL 8£ COMMENC£0 UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY Tr/£ CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VAUO GRAD/NC PERMIT HAS BEEN /SSUE!J.
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 Tr/£ PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME Tr/£ PROPERTY OF TH£ CITY UPON BEING
SIGNED BY TH£ CITY ENGINEER.
10. THE ORIGINAL DRAMNG SHALL BE REVISED TO REFLECT AS-BUILT CONOITIONS
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 TlMES OUR/NG CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACl70N
CURVES. SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF TH£ STATE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPUED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPlETlON OF FIELD TESTS.
13. A SOILS COMPAC770N REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDA T!ONS OUTI_INED IN THE SOILS REPORT IS REQUIRED
PRIOR TO 71-/E ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL 8£ DONE UNDER .Tl-IE DIRECTlON OF A PROFESSIONAL ENGINEER OF Tl-IE
SI~ TE OF CALIFORNIA PR/NC/PALLY' DOING BUSINESS IN THE REI.D OF APPLIED
SOILS MECHANICS. ALL FILL OR FV7VRE RLL AREAS SHALL B£ CONSTRUCTED IN
ACCORDANCE MTH THE CITY OF CARLSBAD STANDARD SPECIRCAl70NS ANO THE
• EAR!r/WORK SPEC/RCA llONS • ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA T/ON. DAILY FIELD COMPACl70N REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECQNSTRUC770N MEET/NC SHAil 8£ HFID AT 7HE SIT£ PRIOR TO THE
BFGINNING 0£MlEK..AIJI) SHAU B£AII£M)£12.B'LAJ.L.iEPES£fiIAJ1.'l[.~S' __ _
RESPONSIBLE FOR CQNSTRIJC770N. INSPECllON. SIJPERWSION. TES77NG AND ALL
25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOWN ANO AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SI.OPES SHALL BE TRIMMED 7V A RN/SH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS S£Cl70N. Tr/£ SIT£ SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND 0/SPOSE!J OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SI.OPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/oR HYVROS£E0£D
'lfFTHIN TEN {10) DA Y.S' OF THE TlME WHEN EACH SI.OP£ IS BROUGHT TO • GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED
BY TH£ CITY OF CARLSBAD LANDSCAPE MANUAL, TH£ LANDSCAPING PLANS FOR
l/!!S PROJECT, DRAWING NO. 4J1-4l AND/OR AS DIRECTED BY THE CITY
ENGINEER OR. PLANNING DIRECTOR.
29. TH£ OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH TH£ LANDSCAPE
AND IRRIGATlON PLANS AND THE IMPRO'l[MENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WfTH THE LANDSCAPE MANUAL TIM£ REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROV/Om DEPTH IS LESS Tr/AN 15 ITET AND BACKRLLED WITH J/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 OPERA 170N, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED Wl!rl PROPERLY COMPACTED SOILS. IN OTHER
AREAS TH£ PIPE WfLL BE PLUGGED Wl!rl CONCRETE OR REMOVED AS APPRO'l[D BY
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL 'IERIFY THE LOCA TlON OF ALL EX/SllNG FACILITIES
(ABOVE GROUND AND UNDER GRO/..IND) W!THIN THE PROJECT SITE SUfflCIENTL Y
AHEAD OF GRADING 7V PERMIT THE REI/IS/ON OF Tr/£ GRADING PLANS IF IT IS
FOUND THAT !r/E AC71JAL LOCA l70NS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. TH£ CONTRACTOR SHALL NOTIFY AFFECTED Ul/LITY COMPANIES (SE£ BELOW) AT
LEAST 2 FULL WORK!NIJ DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACIL/llES AND SHALL COORDINATE THE WORK mm A COMPANY R£PRESENTA77V£
UNDERGROUND SERVICE ALERT (800)422-4133
SOC&£ (800)660-7343
S.B.C. (PACIFIC BELL) (800)892-0123
ADELPHIA CABLE COMMUN!CATlONS (760)438-7741
COX COMMUNICAT!ONS (160)806-9809
CITY OF CARLSBAD(STREETS & STORM DRAIN) (160)434-2980 •arr OF CARLSBAO(SEWER, WAT£R, & RECI.AIMEO WATER) (160}438-2722
*SAN D/£G/)/T0 WATER DISTRICT (160)633-2650
• LEUCADIA WASTEWA T£R DISTRICT {760)753-0155 * VALLECITOS WA T£R DISTRICT (160)144-0460
•OLIVENHAIN WATER DISTRICT (160)753-6466
'BUENA SAN/TA TlON DISTRICT (760)726-1340
'AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED CRAOING-THE APPUCANT HIRES A CIVIL ENGINEER,
SOILS ENGINEEFI, AND/OR GEOLOGIST TO GIVE 7'ECHN/CAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS /120 A.BJ
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO flNAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING
OTHER A$PECTS OF TH£.JY!)8_1(.._JJJE CONTRACTVR SHALL REOUEST A PRECONSTRUC770N MEEllNG
BY CALLING Tri{ INSP£Cl70N UN£ AT {760) 438-3891 AT LEAST FIVE(5) WORKING OA Y.S'
REPORTS MUST 8£. SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {120 A.10] CARLSBAD MUNICIPAL CODE:
SPECIAL NOTES
THE FOLL011,1NC NOTES ARE PROVIDED TO GIVE DIR£Cl70NS TO !r/E CONTRACTOR
BY TH£ ENGINEER OF WORK. THE CITY ENGINEER'S S/GNA71JRE ON THESE PLANS
DOES NOT CONSTlTIJTE APPROVAL OF ANY OF THESE NOTES, AND THE CITY WILL
NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT.
1. NE/Tr/ER THE OWNER NOR TH£ ENGINEER OF WORK Wlfl. ENFORCE SAFETY MEASURES
OR REGULAl70NS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SO/..EL Y RESPONSIBLE FOR
CONFORMING TO ALL LOCAL. STA TE AND FEDERAL SAFETY AND HEAL Tri STANDARDS,
LA 115' AND REGULA l70NS.
2. LOCA TlON AND ELEVA TlON OF IMPROVEMENTS TO BE MET BY WORK TO BE OONE SHALL
BE CONFIRMED BY RELD MEASUREMENTS PRfOR TO CONSTRUCl70N OF NEW WORK.
3. BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCA770N OF UNDERGROUND U77UTl£S.
THE EXISTENCE AND LOCA T/ON OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY
NOT REFLECT All EXISl7NG Ul7lll7£S. LOCATIONS OF All EXISTING U77LITIES SHALL BE
CONRRMED BY RELD MEASUREMENTS BY CONTRACTOR PRIOR TO CONSTRUCl70N OF WORK.
4. CONTRACTOR IS REQUIRED TO TAKE PRECAU770NARY MEASURES TO PROTECT THE UTll!TY
LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR SHOWN
ON THESE PLANS.
5. WHERE TRENCHES ARE ADJACENT TO FUTURE BU/WING SITES, SOILS REPORTS SHALL BE
SUBMITTED TD THE ENGINEER OF WORK BY A QUAURED SOILS ENGINEER WHICH CERTIFY'
THAT TRENCH BACKRLL WAS COMPACTED AS DIRECTED BY !r/E SOILS ENGINEER IN
ACCORDANCE WITH THE ON-SITE EARTHWORK SPEC/RCA l70NS.
6 AS OEFlNED IN ANO LIMITED IN S£C7lON 6135.5 OF THE BUSINESS ANO
PROFESSIONAL CODE OF CALIFORNIA.
6. SAFETY FENCES SHALL BE PROV/Om BY THE CONTRACTOR WHERE REQUIRED BY !r/E
CITY ENGINEER.
7. DURING ACTlVE CONSTRUCTlON, AREAS SHALL BE WATERED TO REDUCE AJG/T/'I[ DUST.
8. CONTRACTOR TO ADJUST ALL PROPOSED AND EXISTING FAC!lfl/ES TO GRADE.
9. CONTRACTOR TO REMO'l[/REPLACE/RELOCATE ALL EXISTlNG
FACIUTlES REQUIRED TO INSTALL PROPOSED IMPROVEMENTS.
10. CONTRACTOR TO REMOVE/REPLACE/RELOCATE ANY LANDSCAP/NG/HAROSCAPING WHICH
CONFLICTS IN AN'!' WAY WITH Tr/£ INSTALLA l/ON OR PROPER FUNCl70N/NG OF THE
PROPOSED IMPROVEMENTS.
11. ALL PROPosm STORM DRAIN FACIUTIES ARE PRIVATE UNLESS O!r/ERWISE NOTED.
12. REFER TO ARCHITECT'S PLAN FOR HARDSCAPE LAYOUT & SPECIFICATIONS.
13. FOR LANDSCAPE AND !RRIGAl70N IMPROVEMENTS SEE PLAN RLE NO.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VER/FYTNG THE QUANTITlES SHOWN HEREON
AND BALANCING THE EARTHWORK ONSITE. IF DISCREPANCIES ARfSE, TH£ ENGINEER OF WORK
SHALL PROVIDE AREAS OF ADJUSTMENT TO THE CON"/RACTOR. ff1-IER£ TRENCHES ARE MTHIN
EASEMENTS, STREETS, OR ID' OF ANY ANY BUILDING, SOILS REPORT SHALL BE SUBMITTED TO
THE ENGINEER OF WORK BY A QUALIAEO SOILS ENGINEER WHICH /NO/CA TES THAT !r/E
TRENCH BACKflLL WAS COMPACTED UNDER THE OBSERVATION OF TH£ SOILS ENGINEER ANO
IN ACCORDANCE WITH THE EARTHWORK SPEClflCA llONS.
15. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE "/HAT All SLOPES ARE BUILT IN
ACCORDANCE 'l,ITH THESE PLANS. IF 71-/ERE IS ANY Q/JES770N REGARDING THESE PLANS OR
FIELD STAKES, TH£ CONTRACTOR SHALL REQUEST AN INTERPRETA 170N BEFORE DOING ANY
WORK BY CALLING TH£ ENGINEER AT {858}695~3344.
16. THE CONTRACTOR SHALL UNCOVER All UTIUTlES THAT MAYBE JOINED, CROSSED, OR
PARALLEL TO I/ER/FY BO!rl HORIZONTAL AND VER71CAL LOCATIONS PRIOR TO ANY
CONSTRUCTION. ANY CONF/.ICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S
A TTEN770N PRIOR TO CONS"/RUC770N. O"/HERWISE Tr/£ CONTRACTOR ACCEPTS FULL
RESPONSIBILITY FOR ANY ADDITIONAL CONS"fRUCl70N OR RELOCATION COSTS.
17. THE CONTRACTOR SHALL B£ RESPONSIBLE FOR LOCATING, MAINTAINING, RELOCAl/NG, AND OR
REMOVAL OF EXISTlNG UTILl77ES.
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CONSTRUCTION NOTE
VICINITY MAP
NOT TO SCALE
CITY OF VISTA
ROAD
All CONSTRIJC770N ACTIV/77£S SHALL BE PLANNED SO THAT GRADING Will OCCUR
IN UNITS THAT CAN BE EASILY COMPLETED MTHIN THE SUMMER CONSTT?UCTlON
SEASON. ALL GRADING OPERA l/ONS SHALL BE LIM/ TED TO APRIL 1 TO OCTOBER I
OF EACH YEAR. All AREAS 0/STIJRBEO BY GRADING SHALL BE PLANTED MTHIN
60 DA rs OF IN/l7AL D!STIJR8ANCE ANO PRIOR TO OCTOBER I /IATH 7'EMPORARY
OR PERMANENT {IN THE CASE OF RN/SHED SI.OPES) EROSION CONTl?Ci/. METHODS.
THE OCTOBER I GRADING DEADLINE MAY BE EXTENDED ll,1TH THE APPROVAL OF
THE CITY ENGINEER SUBJECT TO IMPLEMENTATION BY OCTOBER I EROSION
CONTT?Ol MEASURES DESIGNED 7D PROHIBIT DISCHARGE OF SEO/MENTS OFFS/TE
OUR/NG AND AFTER THE GRADING OPERATION IS COMPLETED. EXTENSIONS BEYOND
NOVEMBER 15 MAY BE AllOYtED IN AREAS OF VERY LOW RISK OF IMPACT TD
SENS/TlVE COASTAL RESOURCES AND MAY BE APPROVED EITHER AS PART OF
THE ORIGINAL COASTAL DElflOPEMENT PERMIT OR AS A FORMAL AMENDMENT
TO AN EX!Sl7NG COASTAL DEVELOPEMENT PERMIT.
DRAINAGE NOTE
THE LOT DRAINAGE SHALL BE COLLECTED AT VARIOUS LOCATIONS BY
CATCH BASINS AND CONVEYED VIA PIPE UNDERGRO/..IND FOR
DIRECT CONNECTlON TO TH£ £XISl7NG SYSTEM. PR/VA TE STORM DRAIN
INLETS SHALL BE FITTED WITH APPROVED POLLUTANT RUN-OFF CONTROL
DEVICES. THE DEVICES SHALL BE FOSSIL ALTERS OR A GRAVEL/SANO
RLTER SYSTEM. GRASS SWALES SHALL BE Ul/lfZEO AS SHOWN ON THESE PLANS.
BASIS OF BEARINGS
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL curs AND RLLS,
REMEDIAL GRADING, DRAINAGE FACIL/77£5, EROSION CONTROL FACILITIES, AND
PLANTlNG OF PERMANENT LANDSCAPING AND PREPARATlON OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS ANO REPORTS, All AS SHOWN OR REQUIRED ON Tr/IS SET
OF PLANS AND lHE CITY STANDARDS. SPEC/RCA 770NS. REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTlON, AS DIRECTED BY THE CITY
ENGINEER.
1. CALSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
.1 THIS SET OF PLANS
4. CITY OF CARLSBAD PC/CC RESOLUl70N NO(S) 5853/2005-116 DATED 3/16/05
5. THE SANOARD SPEC/RCA TlONS FOR PUBLIC WORKS CONSTT?UCTION (GREEN
(BOOK).
6. SOILS REPORT AND RECOMMENOA 7'/0NS BY £.NG/NEERING DESIGN GROUP
OA TED MAY .JRO, 2005.
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MOD/RED {JY
THE CITY OF CARLSBAD STANDARDS
8. CALIFORNIA COASTAL COMMISSION OE'l[LDPMENT PERMIT CONDITIONS
DA TED FEBRUARY 1998.
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED: N/A.
10. STORM WA 7£R POLLUTlON Pf/E'l[Nl/ON PLAN (SWl"PP) PREPARED BY
DA TEO: N/A Wl)ID NO. 937C
11. STORM WA/Di' MANAGEMENT PLAN (SWMP) PREPARED BY PARTNERS PLANNING AND ENGINEER/NC
DA 1£0 OCTOBER 14, 2004.
12. THE CAUFORNIA STORM WATER QUALITY AS.SOCIA TION (CASQUA). StORM WATER
BEST MANAGEMENT PRACTICE CONSTRUCTION HANDBOOK AND STA TE OF CALIFORNIA,
DEPT. TRANSPORTATION, CONSTRUCTlON SITE BEST MANAGEMENT PRACTlCfS (EJMP)
MANUAL
LEGEND
DESCRIPTION DWG.NO. SYMBOL QTY.
PROJECT BO/..INDARY
EXIS77NG SPOT ELEVATIONS
EXISTING CONTOUR
EXISl7NG TREES .
EXIST7NG GAS MAIN
EXIST7NC SANITARY SEWER & MANHOLE
EXISTING WATER
EXISl7NG FIRE HYDRANT ASSEMBLY .
EXISTING STORM DRAIN
EXIST7NG STORM DRAIN STRUC7VRE
EXISl7NG LIGHT .
EX!SllNG CURB & GUTTER.
PROPOSED CONTOUR .
LIMITS OF WORK
PROPOSED SEWER CI.EAN-OUT . (PVT) .
PROPOSED 4• Pvt': SEWER LA TERAl. {PVT}
PROPOSED 6' PVC RR£ SERVICE
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PRIOR TO STARTlNG CONSTRUCl70N. TH£ CONTRACTOR W!LL THEN BE CONTACTED BY TH£
PROJECT INSPECtQR TO COORDINATE A DATE AND l7ME FOR THE PRECONSTRUCl/ON M££17NG.
APPROVED DRAMNGS MUST BE AVAILABLE PRIOR TO SCHEDUUNG. THE GRADING PERMIT
WILL,8£ PROVIDED 'BY THE PROJECT INSPECTOR AT TH£ MEETING
15. ALL H,{SPECTlQN REOIJESTS OTHER "/HAN FOR PRECONSTRUCTION MEETING MLL BE
MA/Jf 'BY CAIi/NG TH£..£NG/NEEBIN/1...24.-c-.HOJJR.JNSPFC77Dt·LJW)IJESL..1/NE~L
(760/ 438-3891. INSPEC'l7QN REOIJESTS MUST BE RECElVED PRIOR TO 2·00 P.M.
ON 711E DAY BEFORE THE INSPECTION IS NEEDED. INSPECTlONS WILL BE MADE
THE NEXT'WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MAD£ AFTER
2:00 P.M. WILL BE SCHEDULED FOR Tm? FULL WORK DAYS LATER.
(I} RNAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANT/NG
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WfTH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CIT'!' ENGINEERING DEPARTMENT).
(2) AS-BUil T GRADING PLAN,
(J) REPORT FROM TH£ SOILS ENGINEER, i'IHICH INCLUDES
. 18. THE CONTRACTOR SHALL REPLACE ALL OESTROYEfJ OR DAMAGED SIJRFACE IMPROVEMENT ll,1TH
IMPRO'l[MENT EQUAL OR SUPERIOR.
THE BASIS OF BEARING FOR THIS PROJECT IS A PORTION OF THE
NEW A.E. LINE (CENTERLINE A'l[N/DA ENCINAS) AS SHOWN ON ROS 14619
1£: Nl/'53'.32"£
PROPOSED t• DOMESTlC WA lER SERVICE.
CMWDS6
.. C:Mwt:J Sl
... CMWIJ w.;, ..
. CMY,fJ H<J .f-¾ @ f EA
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CON'fRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY ANO HEALTH STANDARDS, LA~ AND REGULATlONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR COD£ SECTlON 6105 BY SUBM/TTlNG
A DETAIL PLAN TO !r/E CITY ENGINEER ANO/OR CONCERNED AGENCY SHOW!NG
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MAD£
OF WORKER PROTECTION FROM 71-/E HAZARD OF CAVING GROUND DURING THE
EXCA VA !!ON OF SUCH TRENCH OR TRENCHES OR DURING Tr/£ PIPE INSTALLA 770N
THER£/N. THIS PLAN MUST BE PREPARm FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEP!rl AND APPROVED BY 7/iE CITY ENGINEER ANO/OR CONCERNED
AGENCY PRIOR TO EXCA VA T!ON. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY "/HE CONSTRUCl70N SAFETY ORDERS. TITLE 8
CALiFORNIA7ifillN!S"fRA llVE CODE. TH£ PLAN SHAU BE PREPARED BY A
REGISTERED ENGINEER AT WE CONTRACTORS EXPENSE A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCA VA 770N.
18. NO BLASTlNG SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
CPTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF 7/iE SCHEDULING OF BLAST/NG OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESO/..IRCES ARE 0/SCO'l[RED W!THIN ANY WORK AREA
DURING CONSTRUCTlON, OPERA llONS It/LL CEASE IMMEDIA TEL >'. ANO THE
PERMITTEE '!,Ill NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECE/1£1) WRIT7EN AUTHORITY FROM THE CITY
ENGINEER TO 00 SO.
20. All OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING E()(J/PMENT. CONSTRUCT!ON EQUIPMENT AND ANY OTHER ASSOC/A 7£0
GRADING EQUIPMENT SHALL BE LIMITED TO Tr/£ PERIOD BETWEEN 7:00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EART/-IMOVING OR GRADING
OPERA l70NS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDA rs. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT lHE ENGINEERING OtPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SIJBMIT7ED BY TH£ 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 !r/E CITY ENGINEER. llff:__CQ!ilEAt:IJ)R
SHALL BE RESPQNSIBLUORANYOEfJR!S QR OAMAr;E OCWRRING ALONG .TH£ HA/Ji.
ROUTES OR ADJACENT .!ill1Ef:.!S AS A.R.ESIJ.LLOEIHE Jl!J.AD/NG.Jlf'ERAI/f/N.
23. BRUSH SHALL 8£ REMOVED ONLY Wl!rl/N THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVE!J UNLESS SPECIRCAll Y NOTED ON THE PLAN.
24. All AREAS SHALL BE GRADm TO DRAIN. GRADING flESUl TlNG IN Tr/£ PONDING OF
WATER rs NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA 1/£ A
MINIMUM ONE PERCENT SLOPE.
CONTRACTOR'S NOTE
RECOMMENDED SOIL BEARING CAPAC/llES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, ANO SUMMARIES OF
FIELD AND LABOR A TOR'!' TESTS. !r/E REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE 111TH THE REQUIREMENTS AND
RECOMMENDATIONS 0/..IT/_fNED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS !r/ERETO.
(4) REPORT ll,1TH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRAD/NC PERMIT FOR "/HIS PROJECT IS ISSUED MTHIN ONE {I)
'YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQ/JIRED
TO BE RESUBMITTED FOR PLANCHECK PLANCHECK FEES W!Ll BE REQUIRED FOR
ANY S/.ICH RECHECK.
36. THE SOILS REPORT 1771_£0: "UPDATED GEOTECf/NICAL REPORT FOR PROPOSE[)
DETACHED ADD/7'/0N TO HILTON GARDEN INN LOCATED ON PALOMAR AIRPORT
ROAD AND CARLSBAD Bl l,f}, IN TH£ CITY OF CARLSBAD. CA. ' DA TEO MAY J, 2005.
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMUENOA TlONS
SPEC/RCA TlONS CONTAINED IN SAID SOILS REPORT.
LEGAL DESCRIPTION
POR770N OF LOT 'H' RANCHO AGUA HEDIONDA, PER MAP NO. 823
IN THE CITY OF CARLSBAD, CO/..INTY OF SAN DIEGO, STA 7E OF CALIFORNIA.
SOILS ENGINEER'S CERllFICA TE
I, STEVEN 8. NORRIS , A REGISTERED CIVIL
ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTlFY THAT A
SAMPLING AND STUDY OF THE SOIL COND/7l0NS PREVALENT W!TH!N Tr/IS
SITE WAS MADE BY ME"J}J,'-111:J'OER MY DIRECTlON, PER SOILS REPORT DA TED
MAY J, 2005. /
TWO COPIES Op,HE SOIL '£PORT COMPILED FROM 7/i/S STUDY, WITH MY
RECOMMEND 770NS, Ii BEEN SUBMITTED TO THE OFF/Cf OF 71-/E .Cl:;;,TY~~,._
ENC/NEER. .,.
SIG,
s
RC. 41,
DATE:
LICENSE EXP/RA TION DA TE.·
,11'1'· a:%
ConstrucUon contractor agrees thot in accordance with generally accepted ccmstruction
practices, construction contractor will be required to assume sole and complete responsibility for
Job site condltlans during the course of construction of the project. including safety of al! persons
and property; that this requirement shall be mode to apply continuously and not be limited to
normal working hours, and construction contractor further agrees to de-fend, indemnify and hold
City of Carlsbad horm!ess from any and oil liability. real or alleged, in connection with the
performance of work on this project, excepting llability □rising from the sole: negligence of City of
Carlsboci professional.
CELSOC
Consulting Engineers &
Land Surveyors of California IMPORTANT NOTICE
Section 4216 of the Government
PROJECT LOCATION
THIS PROJECT IS LOCATED ll,1TH/N ASSESSORS PARCEL NUMBER(S)
210-100-19
THE CALIFORNIA COORDINATE INDEX OF Tr/IS PROJECT IS
N 34lJ. 800 E 1 6 70. 800
OWNER/DEVELOPER
WA 'I[ CREST RESORTS, LLC
829 SECOND STREET STE. ~'
ENCINITAS, CA 92024
TEL: {160} 753-2440
A TlN.· BILL CANEPA
OWNER'S CERllFICA TE
I (IW:) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR ll,1lL BE RETAINED ro SUPERVISE OVER-All
GRADING ACTIVITY AND ADI/IS£ ON THE COMPACTION AND STABILITY OF
THIS SITE' -slP tJ~et'-' :tlrlos
BILL CANEPA f DA TE
'DECLAAA TION OF RESPONSIBLE CHARGE'
I HEREBY DECLARE THAT I AM THE ENC/NEER OF WORK FOR THIS PROJECT, Tr/AT /
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DES/ON OF THE PROJECT AS DEFINED
IN SECllON 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONS/STANT W!TH CURRENT STANDARDS.
I UNDERSTAND THAT !r/E CHECK OF PROJECT DRAWINGS AND SPECIRCATIONS BY THE
CITY OF CARLSBAD DOES NOT REL/£'/[ ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES fOR PROJECT DESIGN.
FIRM.· PARTNERS PLANNING AND ENGINEERING
ADDRESS 15938 BERNARDO CENTER DR. --
SAN DIEGO, CA 92127 CITY, STA 7E:---~------
1El.EPHON£: ~376-34 4
8 '(' --------DATE:
BRENT C. MOORE
R.C.E. NO.: 59121 REGISTRA 7/0N EXP/RAT/ON DA TE: 6-30-01
BENCH MAFIK
DESCR/PTlON: M-10 'Kl.L MONUMENT 'l,l!r/ BRASS CAP STAMPED
CITY OF CARLSBAD I 3010
LOCA 770N: llf"ST OF CARLSBAD BL 14). OFFRAMP ro PALOMAR
AIRPORT ROAD, SOUTH OF PALOMAR AIRPORT ROAD
RECORD FROM: SAN DIEGO COUNTY PRECISE SURVEY LE'l[LS
(R.S. 1800-1)
ELEVA TlON: 19. 38 DA TUM: NA VD 88
FIEFEFIENCE DRAWINGS
365-78 (GRADING ANO EROSION CONTROL PLANS FOR CARLSBAD
BEACH HILTON GARDEN INN)
365-lC (IMPROVEMENT PLANS FOR CARLSBAD BEACH HILTON
GARDEN INN)
SOURCE OF TOPOGRAPH'(
EXISTING TOPO BASED ON AS-BUil T ORA WINGS AND FIELD VER/FICA 7/0N
BY PARTNERS ENGINEERING DA TED MAY 2004.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP STANDARDS.
EARTHWORK OUANTmES
CUT (TO FINISH SVRFACE): 500 CY
ALL (TO FINISH SVRFACE): 130 CY
EXPORT (UNDERCUTS): 370 CY
'"PARTNERS
· Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph. (858) 376-3444
Fax: (858) 376-3555
PROPOSED 6' DOUBLE DETECTOR CHECK VAL"1:ASSY. .. CMWI) W-22.
PROPOSED 6" GA TE VAL VE
PROPOSED BUILDING FOOTPRINT .
PROPOSED flNISH fl.OOR ELEVA 7/0N .
PROPOSED PAD El.EVA 170N
PROPOSED TOP OF CURB El.EVA l/ON
PROPOSED PAVEMENT ELEVA TlON.
PROPOSED FlOWI..INE £LEVA TION .
PROPOSED flNISHED GRAD£ ELEVA 170N .
PROPOSED CURB
PROPOSED PARKING STALLS
PROPOSED AC PAV/NG
PROPOSED PCC PAV/NG
PROPOSED SIDEWALK
. CMWD W/6.
G~7
I IF]
®
_J l,
FF=61.00
PAD-60.30
60.00TC
59.20P
• 58.50FL
59.50FG
I
I ..,
0
• • .4 ·., ~ '
NOTE 1. ACCESS A/SI.ES DESIGNED ll,1TH TRAFFIC INDEX OF 5.'0 TO CITY STANDARDS.
NOTE.· QUAN777lES SHOWN HEREON ARE EST/MA TES FOR PERMIT17NG PURPOSES ONL 'I' AND
ARE NOT TO BE USE!J FOR ANAL CONTRACTOR PAY QUAN7l7lES.
CONSTRUCT/ON PRIORITY: MEDIUM
P~N~DEPARTMENT APPROVAL
~<' / ~ DAm:CJ /IS/oS"" (SIGNED)
I £A
f EA
685 LF
815 LF
> <i 6855 SF . ..
.;I 515 SF
• 230 SF
DATE j // RCE S')/21 EXP. G/30/07
:;¾' , ~)~ I · DATE~ 11<:;/flS"-f-...,-----------i ~ .:../. ,-t I' I' RE~D BY:, /)
llECl)DINl)l!l) BY,-'--'-/Jl,-'-;e"'"'W==!=~Gi-·t¾'-'--'-·· __ c~✓~ v. 1,1 ° 6
(PRINT !Wll!J INSPECTOR DA TE
CITY OF CARLSBAD FIRE DEF?ARTMENT I SH1EET I CITY OF CARLSBAD I SHE4ETS I
REQUIREMENTS ENGINEERING DEPARTMENT
NO. OF F.H.(S)_2_F.FLOW 2500 G.P.M. OUT OF 1 F.H.(S).1-----+---+---------------+---+---t--+----1 GRADING&; EROSION CONTROL PLANS FOR:
BLDG. ~PRINKLED: YES F.FLOW 2500 G.P.M. HILTON GARDEN INN
ENGINEER'S NOTE
Code requires that a Dig Alert Identification
Number be issued before a
If .~ .J,. J.r MEETING ROOM ADDmON
FIRE' MAR~ ~A~~~-----_::;~ APPROVED LLOYD 8. HUBBS q Y
UNAUTHORIZED CHANGES &: USES: The engineer preparing
these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be
in writing and must be approved by the preparer of these plans.
CELSOC
Consulting Engineers &
Land Surveyors of California
"Permit to Excavate" will be valid.
For your Dig Alert I.D. Number Coll
Underground Service Alert
TOLL FREE 1-800-422-4133
CARLSBAD MUNICIPAL WATER DISTRICT /4' < e...,,~ 14-"'e;;;.·2 :4 ;/.,.p'A?<
CITY ENGINEi:rPPE 2388i'EXPIRES 12/31/05 DA1E
ROBERT J. OJCtt<
DEPUTY CITY ENGINEER R.C.E. 33698
., f,5 /-,, i'. DATE 7
EXP._. 30 06
11\ AS-oUILI
DA iE INITIAL
ENGINEER Of WORK REVISION DESCRIPTION
DA TE INl11AL DATE INITIAL
OTHER APPROVAL CiTY APPROVAL
DWN BY: -;;::,,--PROJECT NO. DRAWING NO.
CHKD BY: ,.r,, CDP 97-40(A) CUP 04-21/
RVWD BY:~ SDP 97-19(A) 431-4A
t '
,n
O···
I :.~ "' I ~::-
@
-------------------· ----------------------------------------------------------------....,. Kl
FOR BAG HEIGHT & BAG
SPACING SE£ EROSION
CONTROL NOTE NO. 12
R/W R/W
GRAVEL/GRAVEL BAGGING ON STREETS
NOTE CATCH BASINS, DESIL TING BASINS, SAND BAGS, CHECK DAMS AND
STORM DRAIN SYSTEMS SHALL 8£ INSTALLED ro TH£ SAl/SFACT/ON
OF THE CITY ENGINEER. THESE FACILITIES SHALL BE CLEANED ON
A REGULAR BASIS, KEPT FREE OF SOIL ACCIJMULA TlON.
-~~D FIRST ROW OF GRAVELBAGS
HALF DEPTH
~OPENING AT INLET
_ __,~D FIRST ROW OF GRAVEl.BACS
HALF DEPTH
BAG EMBEDDING DETAIL
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
All PERMANENT ANO TEMPORARY EROSION CONTROL PLANTlNG AND /RR/GA llON SHALL BE
INSTALLED ANO MAINTAINED AS REQUIREIJ IN SEC710N 212 OF 771£ STANDARD
SPECIF/CA llONS AND THE rot..LOWING:
A. HYOROSEEOING SHALL BE APPLIED TO:
1. All SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO 'IER71CAL} OR STEEPER
WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBUC WALL OR
Sll?EET.
b. ALL SLOPES FOUR FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLA TTFR THAN 6: I WHEN ANY OF THE FOLLOIWNC COND/llONS
EXIST:
a. NOT SCHEDULED FOR IMPRO'IEMENTS {CONSTRUCTION OR GENERAL
LANDSCAPING} W!Tl1/N 60 OA YS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HA 'IE ANY SPECIAL CON0/7/0N IDENTIFIED BY Tl1E CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
8. HYDROSEEDEO AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE rot..LOWfNG
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: f OR STEEPER ANO THAT AR£·
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HANO
WATER/NG FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTlONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. CREA TER llfAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL S'l'STEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS llfAN 6: I SHALL BE /RR/GA TED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEOING. THE DEi/ELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. 711£
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF
TH£ ELEMENTS OF 71-fE PROPOSED SYSTEM.
J. IRRIGAl/ON SHALL MAINTAIN THE MO/SlVRE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF llfE HYDRDSEEDEO GROWTH.
C. HYDROS££DING MIX SHALL CONSIST OF All OF THE FOLLOWING:
0.
£.
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
2.
a. 20 lbs. P£R ACRE OF ROSE CLO'IER
b. 20 lbs. PER AC/?£ OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF£ SCHOOL CIA CAUFORN!CA
d 4 lbs. PER ACRE OF ACHILLE A MILL£FOLIA
e. 3 lbs. PER ACRE OF AL YSSUM {CARPET OF SNOW)
f. 1 /2 lb. PER A Cf?£ OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF 711/S SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDEO IS NOT WSIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL S7RLICT/JRES.
h. ITEM o OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
AXING BACTERIA ANO APPLIED ORY ElllfER BY DRILLING OR
BROADCASTING BEFORE HYOROSEEDING.
l ALL SFEJ MATERIALS SHALL BE TRANSPORTED TD THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICUL Tl/RE CERT/FICA TION TAG A TTACHEO TO, DR PRINTED ON
SAID CONTAINERS.
j NON-PHYTO-TOXIC WEmNG AGENTS MAY BE ADDEO TO THE HYOROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTllVTEO, ALL OR PART, FOR
HYDRAULICALLY APPLIED ABER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS llfAN 50% OF
llfE STRAW IN TO THE SOIL
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, mll-l
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS 7V BE HYOROSEEDED SHALL BE PREPARED PRIOR TO HYOROSEEDING BY:
I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NAllON OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARR0/11/NG AREAS 6: I OR Fl.A TTER THAT ARE SUFFICIENT!. Y FRIABLE.
c. RIPPING AREAS THAT WfLL NOT BREAK UP USING ITEMS o OR b ABO'IE.
2. CONDITIONING THE SOILS SO lHA TIT IS SUITABLE FOR PLANTING BY:
a. AOJ/JSl/NG THE SURFACE SOIL MO/SlVRE TO PROVIDE A DAMP BUT NOT
SA T/JRA TED SEED BED.
b. THE A00/7/0N OF SOIL AMENDMENTS, PH AOJ//SlMENT, LEACHING OR
COi/ER/NG SAUM£ SOILS TO PROVIDED VIABLE CON0/7/0NS FOR GROWTH.
HYOROSFEJED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
TH£ PROJECT IS PERMANENT!.. Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEOING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS
RELEASED.
AREA DRAINS BROOKS BOX
/
I ~ I
2 BAGS HIGH 2 BAGS HIGH
TYPICAL INLET DETAIL
0RAVa BAG DETAILS
NOT TO SCALE
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REWIREO,CONTACT Bill CANEPA @ WA vf" CREST RESORTS LLC
(PHONE NUMBER) (160/ 753-2440
2. E(}IJ/PMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TlMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATlONS TO FAC!UTATE RAPID
CONSTRUCTlON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WfTHOI.JT THE APPROVAL
OF THE ENGINEER/NG INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL OEWCES TO WORKING ORDER
TO THE SA 7/SFACllON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL
5. THE CONTRACTOR SHALL INSTALL AOD/llONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA T/ONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARIS£
6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUl/ONS TO
PRE'IENT PUBUC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECl/'IE DEVICES SHOIW SHALL BE IN PLACE AT THE ENO OF EACH
WORKING DAY Yd-lEN THE AVE (5) DAY RAIN PROBABIUTY FORECAST EXCEEDS FORTY
PERCENT (40%}. SILT ANO OTHER DEBRIS SHAU BE REMO'IEO AFTER EACH RAINFALL.
10. ALL CRA VEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIM/JM AGGREGRkfE
11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE CO'IERAGE
OF GRADED SLOPES (90% CO'IERAGE) PRIOR TO NOVEMBER 15, Tl1£ SLOPES SHALL BE
STAB!UZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITl1 SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF Tl1£ DEPARTMENT OF CONSERVATION,
STA TE OF CAUFORNIA.
ADDITIONAL EROSION CONTROL NOTES.
1. PROWDE 'IELOCITY CHECK DAMS IN ALL STREET AREAS PAVED OR UNPAVED AT
THE INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS MAY 8£ CONSTRUCTED
OF SANDBAGS, llMBER, OR OTHER EROSION RESISTANT MATERIALS APPRO'IED BY
THE CITY ENGINEER, ANO SHALL EXTEND COMPLETELY ACROSS THE Sll?EET OR
CHANNEL AT RIGHT ANGLES TO THE CENTER LINE EARTH MAY NOT BE USED AS
VELOCITY CHECK DAMS.
GRADE OF STREET
LESS THAN 2. 0%
2%-4%
4%-6%
6%-10%
OVER 10%
INTERVAL
AS REQUIRED
100 FEET
50 FEET
50 FEET
25 FEET
NUMBER OF
BAGS HIGH
I
1
2
2
.Q~ PARTNERS
· · Planning and Engineering
15938 Bernardo Center Dr.
SanDiego, CA. 92127
Ph. (858) 376-3444
Fax: (858) 376-3555
puvr e.. "'°" ~'=-R.C.E. 5'1 !Z I
MY RFGISTRA TION EXPIRES (,/51>/ 07
!
\
300 MM MIN.
ENll?ENCHMENT DETAIL
IN SLOPE AREA
HaNQ
DESCRIPTION SYMBOL QT't'.
20 EA GRAVEl.BAGS
ABER ROLL
FIBER ROLL
NOT TO SCALE
cx:::x::x:::<:x::>=•=o
ENTRENCHMENT DETAIL
IN FLAT AREA
545 LF
"AS BUil T"
~"
RCE 57/2I EXP. i;/.30/oz
INSPECTOR
DATE
l---+--------------;-----t-----1r----t--;I SH2EET I CITY OF CARLSBAD I SHE4ETS I
::==::::'..-'===E=N=Gl=N=EE=R=IN=G=D=EP=A=R=Thl:=::EN=T==::::'._'===:
1------1---+----------------r---t----i-----i--; DETAILS FOR:
HILTON GARDEN INN
MEETING ROOM ADDITION
APPROVED, LLOYD 8. HUBBS CJ'r
&4' ..;~a ~~ cz/4:1,,/,:;, ::r
CITY ENGINrtRPE23~1RES 12/31 /05 DATE i--,-.-:;-f--=,,:--j--,,.---,-;:-,;.;-:-;...-----------t----+--+---+---t
ll/i4 liL. 8,41 fl\ AS-BUILT OWN BY: PROJECT NO. DRAWING NO. DA TE INITIAL DA TE INITIAL DATE INITIAL ~
ENGINEER oF WORK REVISION DESCRIPTION 011-1ER APPROVAL c1rv .~PPROVAL ~~~g ~~; ~ cup
0Jc~V 9~..:4i:119
(AJ 431-4A
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d "' '\1
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R£ -STRiP ONLY
\
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FF= 6l00
PAD= 60.30,
/ \ __ ....,.....,.....,...;· ·---{ ... \ ..
I
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REMOVE EX1S17NG PAVEMENT
4• PVC S.wi' LAT
:·-i:~~{ ............ ·.-::
: ·,:_. \ ... :: : . . . .'-. ' . . . . ~ . .
BRENf C M()(JRE R.l:£ 59121
AIY REGISTRA110N EXPIRES 6-30-07
RE TfliPF 0111
PARTNERS
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph. (858) 376-3444
Fax: (858) 376-3555
q(J>'/or
OATE /JI-NJ fq{, BM
DATE INITIAL
ENGINEER OF WORK
CONS'/RIJCllON NOlFS: 0 6' PCC CURB PER SDRSD G-1
(j) REMOVE PORl70N OF EXISTING RIBBON GUT!ER ANO REPLACE AS SHOWN
TO COMPL r W/ AOA ACCESS REOUIREMENTS. {PCC PA '.€MENT SECl70N TO BE
DETERMINED BY SOILS ENGINEER TO llfE SATISFACTION OF THE CITY ENGINEER
PRIOR TO PLACEMENT).
® AC PAVING {PAVEMENT SECTION TO 8£ OETERMINEO BY SOILS ENGINEER TO THE
SATISFACTION OF THE CITY ENGINEER PRIOR TO PLACEMENT).
@ EXISTING AC PAVEMENT (12,190 SF), PCC CURB (685 LF}, LANDSCAPING, ETC. ..
TO BE REM0'.€0 W/IN l/M!TS Of WORK.
(?) PORTION Of EXISTING PARKING LOT TO BE RE-STl?IPllJ AS SHO!trl.
11, AS-BUILT
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
\\
·<\ <\.
"AS
JO
I
BUil T"
~ /{/v,/d~
'
RCE 5'J/2/ EXP. ,L3oloz DATE
;~~1/~ t.a..l ,a-I ,:,t,,
INSPECTOR DATE
I S~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
GRADING & EROSION CONTROL PLANS FOR:
HILTON GARDEN INN
MEETING ROOM ADDITION
APPROVED LLOYD B. HUBBS d.,,,.
"" . -" ~ ~..,, d. ' . -~L 9 /,fe/;~
CITY ENG!NEEl's PE 23009 EXPIRES 12/31/05 -,.DATE
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY:~ CUP 04-21/CDP 97-40(A) 431-4A RVWD BY: /SDP 97-19(A)
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/
BRENT C. MOOR£
PARTNERS
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph. (858) 376-3444
Fax: (858) 376-3555
R.C.E. 59121
MY R[GISTRATTOII EXPIRES 6-30-07
~r}(;__ --tj,---~
I:)~-
1{h4J,{, BM It\ AS-BUILT
DATE IN111AL
ENGINEER OF WORK REVISION DESCRIPTION
·,;-. •
'\
<\.
'<'--.
i
,,· ~\.A VEL_ BAGS & CA TCff BASl;
~/ SEE\ DETAIL SHEET 2, -
\,_ '\-. 1,,
SEE SHEET 2 FOR
EROSION CONTROL NOTES:
-
DATE. INl11AL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
'~'-%,, -
.,,._ ~-'.-..
-
'\
"AS BUil T"
~L 11/z"f/e;,~
RCE 5'J/21 EXP. G[30fo7 DATE
227~ tJ_ / ,-le: t
INSPECTOR DATE
I SH!ET I CITY I SH~TS I OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR:
HILTON GARDEN INN
MEETING ROOM ADDITION
APPROVED LLOYD 8. HUBBS QY
A ,, --d ---, , ~ " 0 ,;-
CITY ENGIN~ PE 23/{A9 EXPIRES 12/31/05 A --DWN BY: PROJECT NO. DRAWING NO.
CHKD BY:~ CUP 04-21 /CDP 97-40(A 431-4A RVWD BY:_ SOP 97 19(A)
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