Loading...
HomeMy WebLinkAboutDWG 402-2I; CT 03-01; LA COSTA RESORT & SPA - DRIVING RANGE; 01-06GRADING tfTIES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL DTHER PLANS PREv10USL Y 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 REv1SE THESE PLANS 1\1-iEN 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 REv1SIONS 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 PERMlmE'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-" OR BETTER AND A SIZE CAlEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE 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 REv1SIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTIED WITHIN THE REv1SION 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 REv1SED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTIRUCTION. 12. 1\1-iERE TIRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUlURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY Of CARLSBAD STANDARD SPECIFICATIONS AND THE " EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSJRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING Of WORK AND SHA! I BE ATTENDED BY N I REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECTIONR SUPERv1SION. TESTING AND ALL OJHER ASPECTS OF THE WORK THE CONTRACTO SHALL SCHEDULE THE MEETING BY CALLING (760)438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING THE GRADING PERMIT WILL BE PROv1DED BY THE PROJECT INSPECTOR AT THE MEETING 15. All INSPECTION RFOllESIS QJHER THAN EQR PRECONSmllCilON MEETING WIii BE MADE BY CAI I ING JHE ENGINEERING 24 HOI IR INSPECTION REQUEST IINE AT (ZBQ) 438-3691 INSPECTION REQUEST MUST BE RECEIVED PRIOR IP 2: PP 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 DEv1CES, 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 PROv1SIONS 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, IE THE Pl AN VARIES [ROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTIRUCTION SAFETY ORDERS, TITLE 8 CAUmRNIA ADMINISTRATIVE CODE. D:JE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONJRACTQRS EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMlmD 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, QPERATIONS WILL CEASE IMMEDIAJELY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS 'MLL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRlillN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTIED ON THE SITIE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARlURE OR OPERATION OF TIRUCKS, EARTHMOv1NG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITIED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOv1NG OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOU DAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SIJE HAUL ROUJES SHALL BE SUBMITTED BY THE CONJRACTOR JO Il:JE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATIERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONJRACTOR SHALL BE RESPONSIBI E FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG D:JE 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 TIREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTIED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROv1ED 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, PLANTIED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN .E;AQ:! SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROv1ED 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 THE PROJECT, DRAWING NO. 402-2T, 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 PRIVATIE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROv1DED 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. 1\1-iERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE AClUAL 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 fHEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A cm.lPANY REPRESENTATIVE. UNDERGROUND SERv1CE ALERT SDG&E 1-800-422-4133 1-800-660-7343 1-800-892-0123 PACIFIC BELL ADELPHIA CABLE COMMUNICATIONS l760l438-7741 760 434-2980 760 438-2722 760 753-0155 CITY OF CARLSBAD(STREETS & STORM DRAIN) CARLSBAD MUNICIPAL WATER DISTRICT (WATER,SEWER,RW) LEUCADIA WASTIEWA TER DISTRICT (SEWER) 34. PERMIT COMPLIANCE REQUIREMENTS: A. mR CONTROLLED GRADl'.f -THE APPLICANT HIRES A Clv1L ENGINEER, SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL ADv1CE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120.8) CARLSBAD MUNICIPAL CODE. B. PRIOR TO FlNAL APPROVAL Of A GRAPING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120.9&10) CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERv1SING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, 1\1-ilCH 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-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECI< FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORTS TITLED GEOTECHt«;AL lf/E5TIGATIOII -PROPOSED RESORT v1LLAS, PREPARED BY 51.ADDfN ENGMERNG , DATED ()l;-26--02 AND UPDATIED 05-19-05 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. CITY OF OCEANSIDE 0 "'\.\. PACIFIC OCEAN sruv OC TIPQGRAPHY CITY OF VISTA ~~o I ~ CJ ~~' itOAO ~~ SITE CITY OF ENCINITAS VICINITY MAP NOT TO SCALE TOPOGRAPHY SHOWN ON THESE PLANS WAS GEl'ERATED BY FIELD SURVEY t.E:THODS FRCM INFORMATION GATHERED ON FEBRUARY 14,2005 BY RBF CONSU..TING. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. BASIS Of BfA8!NG$ THE BEARINGS AND COORDINATES SHOWN HEREON ARE BASED UPON TI-E CALIFORNIA COORDINATE SYSTEM Of 1983 (1991.35 EPOCH), ZONE 6, BASED LOCALLY lJ'ON THE FOLLOWING SURVEY CONTROL POINTS AS SHOWN ON RECORD OF SURVEY 17271. POINT NO, 157 047 NAME HPGN...CA 1107 CLSB-047 CCS 83 (1991.35), ZONE 6 NORTHING EASTING 1992291.232 6247272.614 1985922.532 6241083.953 PRECISE GRAD ING PLANS FOR YQK JO Bf DOI£ LA COSTA RESORT & RANGE DRIVING SPA THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. ~<i- COSTA LOCATION MAP NOT TO SCALE OHR'$ CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADV! ON TIHE COMPACTION AND STABILITY OF TIHI SI • OI, :2 S.CHEVIS HOSEA, VICE P ESIDENT DATE OF LAND DEVELOPMENT, KSL LA COSTA RESORT CORPORATION $CUL$ ENG HEER'$ CERT If ICATE: I, BRETT L. ANDERSON, A REGISTIERED CIVIL ENGINEER OF THE STATIE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN TIHE FIEUD 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 ON TIHE DATE JUNE 7, 2002 AND UPDATED ON MAY 19, 2005. TWO COPIES OF THE SOILS REPORT COMPLIED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTIED TO THE OFFICE OF~THE CITY N lfff- SIGNED: ----=-------'L.Jl'-.------ .,-:e,.01 b-1lDo'os 453B9 /4,Q ~ c AN()~-?. ·~ --(/!! "'"' '1/:i "'~ ~ '~ 4'J -t. z I /<" r--0 No. C'4~389 TT\ __ ._o_,__~~'--+-0-~-------\~ Exp. 9130106 !1/ ,... * LICENSE EXPIRATION DATIE: 09/30/06 \:'>,,,. CIV\c ,,.,,:, ~~=~--''nr-•~ ,r'~ P.E. NO.: DATE: "PED ,'RATION Of RfSfONSIBI E Q::1ARGf" I HEREBY DEQARE THAT I AM THE ENGil'EER OF WORK FOR THIS PRO.£CT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF 11-£ PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS Ar,[) PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STAr-oARDS. I I.JN)ERSTAr-o THAT THE CHECK OF PROJECT DRAWINGS Af'O SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE t.£ AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FI RM: RBF CONSUL TI NG ADDRESS: 5050 AVENIDA ENCINAS, SUITE 260 CITY, ST: CARLSBAD. CA 92008 TELEPHONE: (760) 476-9193 BY: ~f'"'~ TIMOTHY M. THIEL.£ DATE: /l)-/,-0$ -- RCE NO: __ ..:Cc...6,,,0==2,,,B=.3 ________ _ REGISTRATION EXPIRATION DATE: 06-30-0"-'6'--_ BfNll 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. ENGINEER OF WORK: R':'f CONSULTING PLANNING ■ CE!!IIGN ■ CON!ITlll!UCTION 5050 AVENIOA ENCINAS, SUITE 2eo CARLSBAD, CALIFORNIA 92008 760.476.9193 • FAX 760.476.9198 ■ www.RBF.com R0...0 SITE 1. 2. 3. 4. 5. 6. 7. 8. 9. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD STANDARDS THIS SET OF PLANS RESOLUTION NO. 5704 DA TED AUGUST 18, 2004. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY SLADDEN ENGINEERING DA TED JUNE 7, 2002 AND UPDATIED MAY 19, 2005. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. SPECIAL USE PERMIT 03-16, DATED B/18/04. ENv1RONMENTAL APPROVAL DOCUMENTS MP #()3-02. 10. STORMWATIER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY RBF CONSULTING, DATED JUNE 10, 2005, WDID (19 37C318589. 11. STORMWATER MANAGEMENT PLAN (Sl'IMP) PREPARED BY RICK ENGINEERING COMPANY, DA TED MAY 2, 2003 AND REv1SED OCTOBER 29, 2003, WDID (19 37C318589. 12. CALIFORNIA STORMWATIER QUALITY ASSOCIATION (CASQA) STORMWATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK; AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. LEGEND OCSCRIPTION DWG.NO. ClUANTJTY CENTERLINE EXISTING ELECTRIC Lll'E EXISTING SEWER LINE EXISTING SEWER LINE EXISTING VALVE CAN EXISTING SIGN ---£- --s-- --·so- INDEX OF DRAWINGS EXISTING WATER METER EXISTING SEWER MANHOLE EXISTIJ\G STREET LIGHT EXISTING FIRE HYDRANT EXISTIJ\G CONTOUR PROPOSED CONTOUR PROPOSED STORM DRAIN TOP/TOE OF SLOPE SHEET NO 1 2 3 4-5 6 PESCRIPIION TITLE SI-EET DETAIL Al'O SECTIONS DEMO PLAN PRECISE GRADING EROSION CONTROL I ___-60.---- ,,.---Ba----' REF fRff'!E PLANS CREEK PARKING FACILITY CUP 258(8) DWG 402-2A CARLSBAD TIRACT NO. 03-01 -01 MAP NO. 14984 LIMIT OF WORK EXISTING 100-YEAR FLOODPLAIN PROPOSED 100-YEAR FLOODPLAIN EFFECTIVE 100-YEAR FLOODPLAIN -----------------------ABBREVIATIONS NOTE: GRADING QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY, AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES ABBREVIATION ASPH t .aNING ASPHALT CONCRETE CENTER LINE RIGHT OF WAY fARIHWORI< QUANT I TI fS R/W RCE REQ'D ROS SDRSD SWK STD TYP CUT: 8,286 Fill.: 7,511 IMPORT: 0 EXPORT: 775 REMEDIAL: 0 CY CY CY CY CY REGISTERED CIVIL ENGINEER REQUIRED RECffiD OF SURVEY SAN DIEGO REGIONAL STANDARD DRAWINGS SIDEWALK STAl'OARD TYPICAL TRASH REMOVAL: 0 CY PRO..ECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBERS 216-123-05, 216-123-07 AND 216-210-04 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1,978,000 E 6,249,000 ,....,,.om:a=v-=rnm:w==""==pm=-----IP~CPARTMENT0A~!;>:, 7 ~ ;:;_su1L r A~•~ cm PLAllNIIIG DIRECTOR P.E. /,Pm2,3 EXP. Lr3D·o? DATE LACOSTARESORTANDSPA /' ~ - - 2100 COSTA DEL MAR ROAD L/c, ~ DATE:/11 lz.h;or 1--RE-V-IE_W_E_D_B_Y_·.-~-----------1 CARLSBAD, CA 92009 1 GKED) /. PHONE: (160) 4JB-9111 1 , r L 1 /, J "/.I/, ..., -,,,.., FAX: (760) 929 6313 RECOMMENDED BY: ILANi,rJ~ U/~~-••e ~/ ro--Z.:5 -"""" '(PRINT IWIE) INSPECTORO DATE t----+--+-----------+---+-----t---+-----1 I SH1EET I CITY OF CARLSBAD I SHEE6TS I ENGINEERING DEPARTMENT ~='....=========='----'=====: LA COSTA RESORT & SPA DRIVING RANGE ELEVATION: 113.122 ADJUSTED DATUM: NAVO 1929 __ :_~J_/~~~·-,t.::_-!_7..:~~--~-~~~-"-"f•::•;,,-;:_ ____ _.!D).!_AI__I_TE!:;:.!_//J~.t,~-/J~'> 1---DA-TE-+--IN-lll-AL-+----------------+-D-A-TE---,t--l-NI-TIAL-t--O-ATE--+-IN_lll_AL__, TIMOTHY M7ii:LE R.C.E. /160283 ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 760 476 9193 \ 010306 40' ± 25' 5' 10' 5' 13' 40' ~ ~ w ~ " 0.. -~ I-0 N J z J J r') ,- ~ (/) (/) -I-0 ~ ffi 0.. ~ ~ > > w -• ~ <( _j _j 0 I"! (L f§ Lu >-_j 0 <( I-I-0 1.0% -» I ----------,%--l :!:!~ GRO:D _4._i±:;.. ~ -14% FINISHED GROUND ===c1 l EXISTING CURB 20± 10' 5' -PROPOSED CO~CR~TE CART PATH 6" CONCRETE 12 NATIVE SOILS COMPACTED A NEAR OPTIMUM MOISTURE CONTENT TO A MINIMUM 95% RELATIVE COMPACTION SECTION A TYPICAL SECTION N.T.S. 17' 6' ~ it I-0 z DJ J ... (/) 0 ~ LL (L 0 PROPOSED TEE BOX .. I"! 0 _j I- 1% 2% ~~--=-=~:_.-- --\ -~ FIN I SI-ED GROUND L EXISTING GROUND 1 .3% ---c PROPOSED CO~CR~TE CART PATH 6" CONCRETE 12 NATIVE SOILS COMPACTED A NEAR OPTIMUM MOISTURE CONTENT TO A MINIMUM 95% RELATIVE COMPACTION PROPOSED RETAINING WALL PER SDRSD C-3. MATCH FINISH SHOWN ON ARCHITECTURAL PLANS ENG!tfIB' $ t«>II CE TO CCJfiRACilE: SECTION C TYPICAL SECTION N.T.S. ALL UNDERGROUND UTILITIES OR STRUCl\JRES REPCJ!lED BY lliE 01\NER 00 OlliERS Afllll lliOSE SHOYitl ON lliE RECORDS EXAMINED ARE INIJICA 1ED Wl1H 1HEIR APPROXIMATE LOCATION AND EXTENT. Tl-IE OYINER, BY ACCEPTING THESE PLANS OR PROCtEDING Wl1H IMPROVEMENTS PURSUANT 1HERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM Tl-IE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO Tl-IE UNDERSIGNED, NOT INDICATED ON Tl-IE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE Wl1H 1HOSE REPORlED OR SHO~ ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHO'titl AND ANY OTHER UTILITIES OR STRUCl\JRES FOUND AT Tl-IE SITE. IT SHALL BE Tl-IE CONTRACTOR'S RESPONSIBILITY TO NOTIFY Tl-IE 01\NERS OF Tl-IE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. lliE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHO\\N ON 1HIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO Tl-IE BEST OF OUR KNOWLEDGE 1HERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON 1HESE PLANS. Tl-IE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHO\\N AND ANY 01HER LINES OR STRUCTURES NOT SHOv.tJ ON 1HESE PLANS. ALL CONTRACTOOS AND SUBCONTRACTORS PERFORMING WORK SHO\\N ON 00 RELA 1ED TO lliESE PLANS SHALL CONDUCT 1liE1R OPERATIONS SO lliAT ALL EMPLOYEES ARE PiOVIDED A SAFE PLACE TO WORK AND THE PUBLI~ IS PROTECTED. ALL CONTRACTOOS AND ~~ciNJ'Wi~AW\4 ~~6~~1iEJ;iA\Ji~¥PtTI:ot\fR1~~~o~w~~Jf~u~~gt\A~JHa,,~fRSg.EPARTMENT OF LABOR, J!!E aVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR Tl-IE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE 'M1H 'THE OCCUPATIONAL SAFETY AND HEAL1H REGULATIONS" OF Tl-IE U.S. DEPAR1MENT OF LABOR OR Wl1H Tl-IE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS" "CONSTRUCTION SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING lliE ~~~ECgt;TIWJuW~cii~ 2bT11f ~~lWif101NJ~~fLG ~~Vc ~~, P,$if1-tlt\f~ti~~ThT~AJHlli5 la~~~~J~lM:~~NO HOLD Tl-IE Ov.tlER AND Tl-IE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WI IM THE PERFORMANCE OF WORK ON 1HIS PRO..CCT, EXCEPTING FOO LIABILITY ARISING Fl<Ot.l Tl-IE SOLE NEGLIGENCE OF Tl-IE Ov.tlER OR Tl-IE ENGINEER. lliE ESTIMATED QUANTITIES HEREON ARE ONLY FCJ! lliE PURPOSE OF OBTAINING lliE NECESSARY PERMITS, AND RBF CONSULTING DOES NOT GUARANTEE Tl-IE ACCURACY OF Tl-IE ESTit.lATED QUANTITIES. Tl-IE CONTRACTOR SHALL PERFORM HIS Ov.tl QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPR0\1:MENTS C0\1:RED BY THESE PLANS. EX I ST! NG GROUND EXISTING RETAINING WALL TO REMAIN 100'± -------- PROPOSED RETAINING WALL PER ARCHITECTURAL PLANS FS PER PLAN PROPOSED STEP PER ARCH !TECT 'S PLAN 2' 10.5' 2% MN FINISHED GROUND----. --- 94' TW 26.0 FG 23.0 1.0% MIN FINISHED GROUND SECTION B TYPICAL SECTION N.T.S. I 1' SAWCUT \_EXIST!NG PAVEMENT ~ 0 _j N (/) N ~ > w _j 0 I-' ' 3' 80' 20' ~~ ~ " ~~ _j 0 _j 0) _j "' (/) N (/) -(/) - ~; ~ LL > O> w LJ w ~ GJ 2., _J w _j w ow I-I-I- ' ' ' 1.0% MIN ---- ''----EXISTING GROUND VARIES -- EXIST!NG GROUND--..__ FIN!SHED GROUND--..__ r~-...GRADING DAYLIGHT LOW POINT EX. ASPHALT ROAD EXISTING RETAINING WALL TO BE REMOVED SECTION E TYPICAL SECTION N.T.S. EXISTING GROUND-_,., PROPOSED CART PARKING ---6" AC/12" NATIVE SOILS COMPACTED AT NEAR OPTIMUM MOISTURE CONTENT TO A MINIMUM 95% RELATIVE COMPACTION SECTION D TYPICAL SECTION N.T.S. TW PER PLAN 2 ·-17 1 · 10' 1 ' 1--'-~::.:::.:=:_ GRADING DAYLIGHT PROPOSED D-75 TYPE B DRAINAGE DITCH--~ (FLOWLINE PER PLAN) 1 ~:- 5' RETAINING WALL: PER ARCHITECT'S PLANS TYPICAL SECT N.T.S. PROPOSED CART PARK!NG 6" AC/12" NATIVE SOILS COMPACTED AT NEAR OPTIMUM l MOISTURE CONTENT TO A MINIMUM 95% RELATIVE COMPACTION N ~ - ENGINEER OF WORK: Rr:tf PLANNINl!I • OE!IIUJN ■ CONSTRUCTION 5CM50 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 CONSULTING 780A78.9193 • FAX760.476.9198 • www.RBF.oom ~~ DATE///·/$'-/75 TIMOTHY1.1t:IELE R.C.E. #60283 760-476-9193 fl-//HYI DATE o• CONCRETE CURB - SEE ARCH. PLANS MIN. 6' MIN. GOLF CART PARKING STALL DETAIL N.T.S. •ASBUILr ~"1'.M,:?' B·/IP·tt.P P.E. ;,,,::;zj~ EXP. ~-3.t:J-t:JZ DATE REVIEWED BY: a%· A-~ B-25,ce,. INSPECTOR (/, u DATE -rr ~ As-eu, .. , I SH2ET I CITY OF CARLSBAD I SH6TS I ENGINEERING DEPARTMENT DETAllS AND SECTIONS FOR: LA COSTA RESORT & SPA DRIVING RANGE APPROVED: (J'f' GLENN PRUIM A "'c:~ ~~~,1,,, ~s)-f CITY ENGINEE --PE 512 ---' EXPIRES 9/30/07 OWN BY::~ PROJECT NO. INITIAL DATE INITIAL DATE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: -I CT 03-01 I DRAWING NO. 402-21. 010306 1 ; fT x ,J,,.~1 •,__ \ 7 ;c /::I / ;/!//. : \ f:;il-'I<,--' // 5V j z/1 (,,e;, / /J( I ~, ._ ,+. '----:,~r _ :~., I / / C-· ,. '/ 'J:j.. r~ / • .y;/d' / q.-'r;// .. ✓ / .. "'" \ "---l 27.:: ~ ~" / ------"-,_..,. ANSFORWER NSFORMER • • ~ ~ x, 4J _--9- ....---:.-:: -~ ----/ _.--~ ~ "'-._ SOOIIE Pll!l.lC UTILITY EASI~( / ) J) CONSTRUCTION NOTES: / / / (D REt.tOVE EXISTING INLET Af'O/OR STORM DRAIN / / / G) DEMOLISH AND REMOVE TOOIS COURT AREA WITH ALL APPURTENANCES / // (D DEMOLISH AND REMOVE EXISTING PRACTICE CAGE AREA // P / (I) REMOVE EXISTING MISCELLANCUS FENCING ~ FILE N0.105883, REC!RlED 6 LECTRIC CABIIIET ~ CTRIC PAl'EL 7 0 1/ (I) REMOVE EXISTING BALL SCREEN FENCING t POLES / (D REMOVE EXISTING ONSITE CURB ,, / (J) REMOVE EXISTING CONCRETE PATHWAY/PAD ,, / re""' 7 '-V DEMOLISH AND REMOVE EXISTING RETAINING WALL CD REMOVE EXISTING POLE REMOVE EXISTING TREE AND/OR BRUSH PROTECT IN PLACE ADJUST TO FINISH GRADE RELOCATE EXISTING UTILITY REMOVE EXISTING UTILITY ® ® <ID CID ® ® REMOVE IRRIGATION FACILTY. SEE LANDSCAPE PLAN FOR IIEW LOCATIONS. •ASBUILr DATE REVIEWED BY: l---l---+--·6_11_, .. _,. __________ -+--+--+---I I SH3EET I CITY OF CARLSBAD I SH6EETS I ENGINEERING DEPARlMENT :==::::'....::==========::::'....::===: ,-----------------------t---+--+-----------------+---+-----11----+---1 DEMOLITION PLAN FOR: ENGINEER C □NSULTINl3 .. LANNINII ■ Olt!IUJN ■ CDN!!ITll!!UCTICIN 5060 AVENIDA ENCINAS, SUITE 290 CARLSBAD, CALIFORNIA 92008 780.476.9193 • FAX 760A76.9198 • www.RBF.com ~~ DATE:/0./l-tf5 1---DA~TE--1-I-Nlll~AL--+----------------+--D-ATE-+-IN-lll-AL-+-D-ATE--+-IN_lll_A_L-I -r,-Mo-T~H~Y~M~. +-T-Hl~EL_E __________ R_-c-.E-. -/16~□~2s~3~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ciTY APPROVAL 760-476-9193 LA COSTA RESORT & SPA DRIVING RANGE APPROVED:JY GLENN PRUIM 80 'GIN[£~ ~~ 9 30 07 t¼i:'1/..S DWN BY: ~""'=c--PROJECT NO. I DRAWING NO. ~~~g ~{:-'-'!'!"--CT 03-01 _ 402-2I. 010306 C :e (,.) G) 0 - I ~ • ' -II=:_✓ ~-/' /J I \ . -:/;, -_____ ,, ~;';~t) ~, o (~i 11 r~---~~ //x n • /' · -_,,,,. 1'.--.,,, 7 I l/--· · --; ·~-,.,. ' 1 X.12.s 1'.7 11.7 X EXISTING TDtlIS TRAILERS., X PROTECT IN PLACE;,., ~f.7 X ASPH X1J.8 X 12.a 12.6 X / / '2.2 X 12.2 X 1~5 X,2.1 \ / X 12.5 - \ .. --- y / \ G. ENGINEER OF WORK: CON!5ULTINl3 PLANNINII ■ DESIGN ■ CON ■TAUCTICIN 5050 AVENlDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 7&U.76.9193 • FAX 780.476.9198 • www.RBF.oom -n;: ~ I I I I I r 1 1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 __ 19 ,a, -- ) STORM DRAIN DATA -I'- DELTA/BRG RADIUS LENGTH REMARK N20·10·08·w --101.00· 6" PVC l:F 52"05'25" 100.00· 90.91' 6" PVC N31"59'41"E --67.65' 6" PVC N31"58'35"E --261.18' 8" PVC N45 45 51 E --207.93' 12" PVC < . N77 56 32-·E --277.99 12 PVC N22 09 50"E --229.99 8 PVC N88"23 19"W --162.62 12· PVC , N30 11 32"E --113. 65 8 .. PVC i N51 ·09. 5T'W --147.33' 12· PVC N10"03. 59"E --189.72' 12" PVC N68"27'42"W --184.27' 12" PVC N20·30·55·w --33.67' 15" HOPE N16"48'22"W --32.09' 15· HOPE ( N20"07'40"W --553.79' 18" HOPE N56"52'55"E --50.32' 12" PVC N05 34 57 W --118.84 8 PVC N89 42 14 E --86.42 8 PVC CONSTRUCT I ON NOTES: CJ) l'OS #1213, 12· SQ. f£AVY IXJTY CAST IRO-l Hlt«D GRATE WITH REDlx:ER AKI I-OS# 1800, 18" SQ. t.lllll.AR CATD-i BASIN. G) l'OS #1213, 12· SQ. f£AVY IXJTY CAST IRO-l Hlt«D GRATE WITH REDlx:ER AKI I-OS# 1803, 18" SQ. t.lllll.AR CATD-i BASIN. (D l'OS #1213, 12· SQ. f£AVY IXJTY CAST IRO-l Hlt«D GRATE WITH REDlx:ER AKI 1804, 18" SQ. t.lllll.AR CATD-i BASIN. ©TtJ REHAIN •ASBUILr ~'7Zit14 P.E /.;OZ-83 EXP. /.,· 3()-03 REVIEWED A ~Y: &,P'ff .. INSPECTOR () /J DATE S-z.s-.ob DATE , 1--13---+---l--.,."_A .. _-!!)_\)_IL'T-';,--------+--+---1---1----1 I SH4EET I CITY OF CARLSBAD I SH6EETS I ENGINEERING DEPARTMENT ~='--'=========::::'...'::====: PRECISE GRADING PLAN FOR: LA COSTA RESORT & SPA DRIVING RANGE APPROVED: (Ir' GLENN PRUIM ~~~~-y"-•~r-ir:;,,u~~-~~~-.._~ce~;1it--~-~~1.,/,5h5 l------+--+-----------------11-----+---t----t----1 g ENGINEir PE~74 ~XPIRES 9/30/076ffi:/ DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: MC PROJECT NO. DRAWING NO. TIMOTH$7THIELE 760-476-9193 R.C.E. #602B3 ,__EN-G-INE_E_R~OF-WO_RK__, REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: r~vP RVWD BY: ·= CT 03-01 402-2£. / 010306 CONC 13.8 / I - X 14.J X ~ CONC 27.1 X , , /2.o FG RETAINING WALL \ SEE ARCH. PLANS ,,/ ' vs , -~~t-e,'-'-;t~-~,--:,...::.;::-''----\ \ \\ 20 I GRAPHIC SCALE ,,,,. 18.6 X 26.8 X 19. 4 X 19.9 ,., ,,. 13.5 X,, ~ ✓. X / / / 1//. / /4 / ? / ?" // _.,. /. . SEE SHEET 4--..__ / / / I I v DELTA/BRG N36"24'2B-w C N36"45'08-W 3 N47 09 05 W 4 /N401125E !V l!i= 79 29·49 /0 l!i= /18 55 39 7 l!i=863359 8 ;N11 56 32 E 1,r: / I. , CURB DATA RADIUS LENGTH REMARK -16.68 6 CURB 15.64" 5·· CURB --1 .23" 5-CURB 1 .52" 5-CURB 4.00 5.55" 5-CURB 35.00 11.56" 6 CURB 4.00 6.04" 6 CURB --0.95" 6 CURB ,., /4 60 ,., ~,/ LCWD SEWER EASEMENT -:-----;;FILE NO. 2002-119021 RECORDED 12/27/02 / ~ 13.9 .. ,., 11.2 X 14.4 X 14.4 X 12.4 LCWD SEWER EASEMENT X FILE N0.123282, RECCRJED 7/9/65 / _/ I I I I I 0 12 7k/:72Me P.F t,,l)-z_'j'3 EXP. ~-~•()iJ REVIEWED BY: ~ .... DATE SEE SHEET 4 INSPECTOR DATE ' ~~-..J· ;ni_u.T_,__;!1.__ ______ ---t---t---t--r---.1 sH5EET / CITY OF CARLSBAD / sH6EETS I ~ II • ENGINEERING DEPARTMENT r--------::-~=:---------------tl---:._-:._-_-_-+t-_-_-_-_t~----_-:._-_-_-_-_-_-:._-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_1--_-_:-_-_1-:---_=-~t-=-=-=-=-+=-=-=-=1 PRECISE GRADING PLAN FOR: ENGINEER OF WORK: LA COSTA RESORT & SPA PLANNINCI ■ DE9U9N ■ CON!9TIIUCTION CONSULTING 5050 AVENIDA ENCINAS, SUITE 280 CARLSBAD, CALIFORNIA 92008 760.476.9193 • FAX 780.476.9198 • www.RBF.com __:_--<-;_./ ~~•~~~:2;~~1'~;{_~• -~7~;:..':_ ______ ~D~A~TE-,b-/i5'-~ 1--.,,,DA""TE,---t--;INc:,ITI:;--:/\l.;--t---------------t,; 1---=D~ATE~=r~1N@ITI~AL=~1D~ATE[=t~INl~TI/\l.i~ TIMOTHYM. THIELE R.C.E. #60283 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 760-476-9193 DRIVING RANGE APPROVED: tJ GLENN PRUIM /4 .< re~ ~1(-·• ,,I. t~sj.d CITY ENGINEE PE 512 EXPIRES 9 30 07 D TE DWN BY: ~~~ PROJECT NO. I DRAWING NO. CHKD BY: _ CT 03-01 402-2[ RVWD BY: 010306 EROSION CONTROL NOTES 1. IN CA$£ £M£RG£NCY WORK IS REQU/R£D, CONTACT J£FF ROB£RTSON AT (760) 438-9111 2. EQUIPMENT AND WORKERS FOR £M£RG£NCY WORK SHALL B£ MAD£ AVAILABLE: AT ALL TIM£$ DURING TH£ RAINY $£ASON. ALL NECESSARY MA T£RIALS SHALL BE STOCKPIL£D ON SITE AT CONV£NI£NT LOCATIONS TO FA Cf LITA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WH£N RAIN IS £MINENT. 3. D£VIC£$ SHOWN ON PLANS SHALL NOT B£ MOVE:O OR MODIF/£D WITHOUT 11-1£ APPROVAL OF TH£ £NGIN££RING INSP£CTOR. 4. TH£ CONTRACTOR SHALL RESTORE: ALL £ROS/ON CONTROL DEVICE:$ TO WORKING ORD£R TO TH£ SATISFACTION OF 11-1£ CITY ENGINEER AFTER EACH RUN-OFF PRODUCING 5. 11-1£ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL M£ASUR£5 AS MAY B£ REOUIR£D BY 11-1£ CITY £NGIN££R DUE TO UNCOMPL£TED GRADING OPERATIONS OR UNFOR£$EEN CIRCUMSTANCES WHICH MAY ARISE. IS. 11-1£ CONTRACTOR SHALL BE RESPONSIBLE: AND SHALL TAKE N£C£SSARY PR£CAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AR£AS WH£R£ IMPOUND£D WATERS CR£AT£ A HAZARDOUS CONDITION. 7. ALL £ROS/ON CONTROL MEASURES PROVIDED PER TH£ APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AR£A$ AROUND TH£ PROJE:CT PERIMETER MUST DRAIN AWAY FROM THE FACE: OF SLOPE AT TH£ CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE: PROTECTIVE D£VICE5 SHOWN SHALL B£ IN PLACE AT THE £ND OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FOR£CAST EXCEEDS FORTY PERCENT (40%). SILT AND OTH£R D£BRl5 SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGR£GRAT£. 11. SHOULD GERMINATION OF HYDR05££DED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, TH£ SLOP£$ SHALL BE STABILIZ£D BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL P£RMAN£NT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIR£D IN SECTION 212 OF TH£ STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOP£$ THAT ARE GRAD£D IS: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FE£T OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR 5TR££T. b. ALL SLOP£$ 4 FEET OR MOR£ IN HEIGHT. 2. AREAS GRADE:O FLATTER THAN 6: 1 WH£N ANY OF TH£ FOLLOWING CONDITIONS £XIST: a. NOT 5CH£DULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFl£D BY THE PARKS AND R£CREA TION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. , c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY £NGIN££R THAT WARRANTS IMM£DIA TE TREATMENT. B. HYDRO$££DED AREA$ SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL $LOP£$ THAT AR£ GRADED 6: 1 OR STEEPER AND THAT AR£: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HO$£ BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER H£AD$ PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LE$$ THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY TH£ CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROP05£D SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING TH£ NUMBERS, TYPES AND COSTS OF TH£ ELEMENTS OF TH£ PROP05£D SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTIJRE L£VEL OF TH£ SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDR05££D£D GROWTH. C. HYDROS£EDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: D. E. 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO F£SCUE c. 3 lbs. PER ACRE OF £ SCHOOL CIA CAUFORNICA d. 4 lbs. PER ACRE OF ACHILL£A MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOLECA g. IT£M5 c,d,e, AND f OF THIS SU85£CTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDR05££D£D /$ NOT VISIBLE FROM EITH£R A PUBLIC STREET OR RESIDENTIAL STRUCTIJRES. h. IT£M a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROG£N FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL 5E£D MATERIALS SHALL 8£ TRANSPORTED TO TH£ JOBS/TE IN UNOPENED CONTAINERS WITH TH£ CALIFORNIA DEPARTMENT OF FOOD AND A GR/CUL TIJRE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. }. NON-PHYTO-TOX/C Wf:mNG AGENTS MAY 8£ ADDED TO TH£ HYDROSEED SLURRY AT THE DISCRETION OF TH£ CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITIJTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO TH£ SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. .3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE. 15-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEDED $HALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING TH£ SURFACE TO 8£ PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFIC/£NTL Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM$ a OR b ABOVE. 2. CONDITION/NG THE SOILS $0 THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISWRE TO PROVIDE A DAMP BUT NOT SAWRATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE $OIL$ TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDR0S££DED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING /$ TH£ PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS RELEASED. . LEGEND DESCRIPTION SYMBOL LIMfTS OF CLFARfNG & GRADfNG FIBE:R ROLLS --F'--- SILT FENCE: --0---0-- Gl!A \IE:L BAGS AROUND DRAIN FIBFR MA TRIX SLOPE: STABfLIZFR EROSION CONTROL NOTES (D INSTALL SILT FENCE PER DETAIL SHOWN HEREON ® INSTALL FIBER ROLL$ QUANTITY 1,900 LF J,400 Lr 12 E:A POIO SF Q) INSTALL GRAVEL BAGS AROUND DRAIN PER DETAIL SHOWN HEREON © INSTALL FIBER MATRIX $LOP£ STABILIZER INSTALL SILT STOPPE:R fNSE:RTS fN CATCH BASIN r 2 GRAVEL BAGS DfRE:CTfON ___ ..-1 OF FlOW ---2 GRA\IE:L BAGS HfGH (OMIT ONF(l)BAG ON TOP ROW FOR INFLOW) PLAN TYPICAL DRAIN DETAIL NOT TO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. --------------,.........-:::: ..,.,.,... __,.. .. /"' ~~----..--:::...-----: .3. ATTACH THE FILTER FABRIC TO TH£ WIRE FENCE AND EXTEND IT IN TO THE TRENCH. 2. STAPLE: WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE DETAIL NOT TO SCALE 7.8 I ) ~, ASPH X :,; II ' 50 0 50 100 1!:,0 - --I GRAPHIC SCALE / / / / ,., ' x'o.fl " •AS BUILT" ~'1'""4·:e"-'j-/,1,-e:t, P.F /,~z."j3 EXP t,-3()-Q(s, DATE f---f----+------------+----+--t----t----1 I SH6EET I CITY OF CARLSBAD I SH6EETS I ENGINEERING DEPARTMENT :==='....::::========:::::'....::=== ENGINEER OF WORK: ■ ■ ■ C::□ N SUL Tl NG PLANNING ■ OE!IIIBN I CONSTA:UCTICN 5050 AVENIDA ENCINAS, SUITE 2flO CARLSBAD, CALIFORNIA 92008 760.476.9193 ■ FAX 760.476.9198 • www.RBF.com ~-ri;,2:,,,•~~-J::&~-~4'~~•'!1!["~-:__ ______ _!D~A-1:TE~:~,t;)~•je',~,:;,5°'!5 l---;:DccATE::,---f-:,IN:::ITl:--:-A,--L +-----------------+-D:-cA-:::TE:--f-lNI-TIA-L-+-,D,-A=TE,.--jl-1-NI-TIA-L-l TIMOTHWTHIELE R.C.E. #60283 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 760 476 9193 EROSION CONTROL PLAN FOR: LA COSTA RESORT & SPA DRIVING RANGE APPROVED:,11"' GLENN PRUIM /4< ce:C 4. k ~ • ... i<(. f~S: CITY ENGINEERO'pE 514 EXPIRES 9 30 07TE DWN BY: M PROJECT NO. DRAWING NO. ~~~g ~r CT 03-01 402-2[ 010306