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HomeMy WebLinkAboutDWG 456-7A; PD 08-02; TAYLORMADE DRIVING RANGE; 01-03E OC) 0 "' "' :, <( _j a \g a 0 I "' Q_ I ,,, r---... w {/) 0 w "' Q_ "' z a <( 0-: "' > _j a 0 z -< ..J 0 a <( '-' .,., " ..- 0 0 -,.,., lfl < ' --< 0 Q_ I GP•PNQ h01 Ed (IN ADDtTION TO THE REQUIREMENTS Of" CHAPlER 15.16 Of TliE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREvlOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOYIN ON llilS SET Of PLANS. 2. APPRO\/AL Of THIS PLAN DOES NOT LESSEN OR .WAIVE ANY PORTION Of THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPRO\/AL., CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS TliEY MAY PERTAIN TO n-ttS PRO..ECT. TliE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE TliESE PLANS 'M-iEN NON-CONFORMANCE IS DISCOVERED. 3. 4. 5. 6. 7. 6. CITY APPROVAL Of PLANS DOES NOT RELIEVE THE DEY1::LOPER OR ENGINEER-Of-WORK FROM RESPONSIBILITY FOR TliE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN RE\11SIONS SHALL BE PROMPTLY SUBMITTIED TO THE CITY ENGINEER FOR ,t,PPRO\/AL. RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY. PRIOR TO PERMIT ISSU,t,NCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING lHE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF 11,000,000.00 FOR EACH OCCURRENCE or LIABILITY. Il:JE INSURANCE COMPANY \ffllTJNG IlJE POLICY MYST HA','£ A RATING Of "A-" OR BETTER AND A S!Zf CATEGORY Of CLASS Y OR BETTER AS ESTABLISHm BY "BESTS" KEY BATING GVIPE, UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT-OF-WAY REQUIRE SEPARATE PERMITS FROM TliE BUILDING DEPARTMENT. NO. WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE OTY ANO OlHER APPROPRIATE AGENCIES. APPROVAL OF lHESE PLANS BY THE aTY ENGINEER DOES NOT AUlHOR!ZE ANY WORK OR GRADING TO 8E PERFORMED UNTIL THE PROPERTY OYINER'S PERMISSION HAS BEEN OBTAINED ANO A \/AUD GRADtNG PERMlT HAS BEEN ISSUED. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT lHE WRITTEN APPROVAL Of THE CITY ENGINEER, NOTED WITHIN TliE REVISION BLOCK, ON lHE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF lHE CITY UPON BEING SIGNED BY 11-tE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REvlSED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF -WORK PRIOR TO FINAL ACCEPTANCE Of THE WOijK BY THE CITY. 11. ACCESS FOR FIRE AND OlHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PRO.ECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. 'M-iERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED Of: (A) SUMMARY SHEET,(B) 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 1/ERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE or A BUILDING PERMIT_ ALL GRADING SHALL BE DONE UNDtR "THE OBSER\/A TION Of A PROFESSIONAL ENGINEER OF THE STATE Of CALIFORNIA PRINCIPALLY DOING BUSINESS IN "THE FIELD OF APPLIED SO!LS MECHANICS. ALL FILL OR FUTIJRE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS. DAILY FIEI.D COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECON SJBUCTIQN MEETING SHALL BE HELP AT IlJE SIJE PRIOR TO Il:JE BEGINNING Of WORK AND SH ALL BE ATTENDED BY ALL REPRESENT.A.DYES RE$PON$1BLE FQB CQNSJRUCTION INSPECTION SVPERV1$10N TESTING ANO ALL QJHER A$PECTS Of Il:JE WORK "THE CONTRACTOR SHALL SCHEDULE lHE MEETING BY CALLING (760)438-3891 AT LEAST FlVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE .t.V.t.lLABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. .A.LL INSf'ECDQN REQUESTS Oil:JER JHAN FOR PRECON$IB\JCDON MEETING WILi BE NAPE BY CAI I !NG lliE ENGINEERING 2f HOUR IN$PECTION BEOUEST LINE AT MADE BY CAI I ING IlJE ENGINEERING 2! HOUR tN$PECDON RfQUE"ST LINE AT CZfiAl f38 »Al IN$PECDON REOUEST NYSI BE BECEryEp PBIOB IO 2: OQ P N ON lliE Q.A.Y BEEOBE IlJE IN$PECTION IS NEfDfO INSPECTIONS IIIILL BE MADE THE NEXT WORK DAY UNl£SS YOU REQUEST OTHERWISE. REQUESTS MAO£ AFTER 2:00 P.M. WILL BE SCHEDULED FOR lWO FULL WORK DAYS LATER. 16. THE OYINER AND/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEvlCES, 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 OTY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DE~GN 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 FIi/£ FEET (5') OR MORE IN DEPTH AND APPROVED BY lHE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCA 1/A TION. IF lliE l'LAN VARIES fRQM lliE SHORING SYSTEM STANDARDS ESTABLISHm BY THE CONSTRUCTION SAFETY ORDERS, DD. E 8 CALIFCENIA APMINISJRATIVE COOE, JHE PLAN SH.A.LL BE PBEP.A.Rffi BY A BEGISTEBffi ENGINEER AT IHE CONJRACJOBS E)(pENSE A COPY Of THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SH,t,LL 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 or BLASTING OPERATIONS. 19. If ANY ARCHAfQI QGICAL RESOURCES ARE mscoVEREP WlllilN ANY WORK AREA DURING CONSTRUCTION-OPERATIONS WILL CE.A.SE IMNEPIAJELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUlHORITY FROM THE CITY ENGINEER TO DO SO . GRAry"K3 NO I ES {CONT) 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT lHERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTIJRE OR OPE'.RATION Of TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EOOIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARlH MOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOUDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL Off SITE HAili ROUTES SHALL BE SUBMIITEP BY IlJE CONTRACTOR IO lliE CIIY ENGINEER FOR APPBOYAL TWP FULL Y«lflKING PAYS 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. :[Hf;_ CONJRACTOR SHALL BE BE$PONSIBLE FOB ANY DEBRIS OR DAMAGE OCCURRING N ONG THE HAYL ROUTES OR ADJACENT SJREETS AS A RESULT Of D1E GRAPING QPEBADON 23. BRUSH SHALL BE REMOVED ONLY WITHIN lHE AREA TO BE GRADED. NO TREES ARE TO BE REMO\/EO UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATT:R IS NOT PERMITTED. ALL EARlHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE Pl.ANS ARE SUB..ECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PL,t,NS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPRO\/ED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FlNlSH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEIFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SITE APPRO\/ED Of BY lHE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR H'YOROSEEDED Wlll-tlN TEN (10) DAYS OF THE TIME WHEN E&:ti SLOPE IS BROUGHT TO GRADE AS SHOYIN ON THE APPROVED GRADING PLANS. .28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OYINER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF 11-tESE GRADING PLANS WITH THAT SHOYIN ON BOTH THE LANDSCAPE ANO IRRIGATION PLANS AND THE IMPRO\IEMENT 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-LOAO OF 1,350. FOR PR1\/ATE STORM DRAIN PIPES, UP TO 15" P\/C MAY BE UTILIZED PROVIDED DEPlH IS LESS THAN 15 FEET AND BACKFlLLED WITH 3/4" ROCK PER CITY Of CARLSBAD STANDARD owe NO. S-5 TYPE ·c· ANO PIPE MEETS ASTM STANDARD J034 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 YwlTHIN TWENTY FEET Of BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMO\/ED AS APPROVED BY THE CITY ENGINEER. J2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABO\/E GROUND AND UNDER GROUND) WITHIN lHE PRO..ECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTIJAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. J3. 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 REPRESENT A TI \IE. UNDERGROUND SERVICE ALERT 1-800-227-2600 SOG&E 1-800-660-7343 AT&T 1-800-892-0123 TIME WARNER CABLE COMMUNICATIONS 1-760-438-7741 CITY OF CARLSBAD (STREETS &: STORM DRAIN) 1-760-434-298D CARLSBAD MUNICIPAL WATER DISTRICT (WATER,SEWER,RW) 1-760-4J8-2722 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONJROLI ED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS 15.16.120.A.8 CARLSBAD. MUNICIPAL CODE. B. PRIOR TO FlNAL Af'PBQVAl Of A GB.A.PING PEBMII -THE FOLLOWING REPORTS MUST BE SUBMITIEO TO THE CITY ENGINEER \/IA THE PRb..i:CT INSPECTOR 15.16.120.A.10 CARLSBAD MUNIClf>AL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE Of COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, 'M-ilCH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO lHE 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 lHE 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 PRO..ECT IS ISSUED WITHIN ONE (1) YEAR AFTER lHE CITY ENGINEER'S APPROVAL, lHESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. TliE SOILS REPORTS TITLED GEOTECHNICAL IN\/ESTIGATION TAYLOR MADE GOLF FACILITY DATED NOVEMBER _ft, 1996 AND UPDATE LETTER DATED 01-18-2008 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. 37. IN ACCORDANCE WITH THE CITY SUSMP, ALL STORM bRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOYINSTREAM. STENCILS SHALL BE ADDEO TO THE SA TISf ACTION OF THE CITY ENGINEER PRECISE GRADING PLANS FOR WORK TO BE DONE TAYLORMADE DRIVING RANGE Tl-£ GRAOINGIICJ!K SHALL CONSIST Of n£ CONSTRLCTIOI Of ALL aJTS AN) FIULS, REMEDIAL GRliDING, DRAINAGE FACILITIES, EROSIOI CO<ITRCL FACILITIES, N'fJ. PLANl'ING Of PERMANENT L,t,l«>SCAPING AN) PREPARATION Of AS-BUILT GRADING PLANS, AS-9JILT GEOTEClfllICAL MAPS ANO REPCRTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS ,._,-o 11-tE CITY ST.w)AROS, SPECIFICATIONS, REQUIROENTS, RE5a.UTIONS NO ORDINANCES CITED ON Tl-£SE PLANS. CITY Of OCEANSIDE PACIFlC OCEAN CITY OF VISTA CITY Of' ENCINITAS VICINITYMI--P NOT TO SCALE LEGAL DESCRIPTION CITY OF SAN MARCOS PARCEL 4 • 5 OF PARCEL MAP NO. 17830, {CITY OF CARLSBAD, MS96-09) IN Tl-£ CITY OF CARLSBAD, COJNTY OF S,t,N DIEGO, ST,t,TE OF CALIFORNIA, FILED IN Tl-£ OFFICE Of TIHE COJNTY RECCR:£R OF SAN DIEGO COUHY, ON MAROi 21, 1997 AS FILE NO. 1997-0129122 Of OFFICIAL RECORDS. PROJECT LOCATION THIS PRO...ECT IS LOCATED IN PARCEL 4 • 5 OF PARCEL MAP NO. 17830 (MS 96-09) ASSESSCRS PARCEL NUMBERS 2]3-]30-4() t 213 ]30-41. 11-tE CALIFORNl,t, CCXHJIN,t,TE ll()EX OF THIS PRO.£:CT IS: N 354 E 1683 BENCHMARK DESCRIPTION: 2" !Rall PIPE AIIO DISK IN CCK:RETE CCLLAR LOC,t,TION: 15 FT SOUTHERLY FROM 11-tE SOUTl-£AST CCB£R OF 11-tE CITY OF CARLSBAD OFFICES PARKING LOT ,t,T 1635 FARADAY AVEtu:. STAIIPEO "CLSB--060 LS 6215" R£C<R) FROM: STAHON CLSB-060 ON RECCR) OF SURVEY 17271. EL.EV,t,TIDN: 296.68 M.S.L. D.i.TUM: NG\/029 NOTE: Tl-£ ELEVATIONS DEPICTED ON THIS SURVEY Afl£. 0.20' BELOW NGVD29 D.i.TUM SOILS ENGINEER'S CERTIFICATE: I, ,t,NTHONY F. BELF.i.ST, A REGISTERED {CIVIL/GEOTEClfllICAL) ENGINEER Of Tt£ STATE OF CALIFa.Nl,t,, PRINCIPALLY DOING BUSINESS IN TIHE FIELD OF ,',PPLIED SOILS MECHANICS, l-£REBY CERTIFY THAT A SAMPLING AIIO ST\.OY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR LNlER MY DIRECT I ON BETWEEN THE DA TES OF SEPTDl!ER 12 , 1996 ANO NOVEMBER 8, 1996 . TWO CCf'IES OF Tl-£ SOILS REPORT Co.PLIED FROM THIS ST\.OY, WITH MY RECc»ENDATIONS, ANO LPDATE LETTER D,t,TEO JOOARY 18. 2006 HAS BEEN ::~ED ~~:!TY ENGINEER. i,C£ NO.: _!)ATE: LICENSE EXPIRATION DATE: __ OccJ:a.f..=3 ... 1/...:09=-- 1,,1-0 Cil/1\. 0FC1'\.\'i "DECLARATION OF RESPON~•fll E CHARGE" I l-£REBY DECLARE THAT I AM 11-tE ENGINEER OF MR< FOR THIS PR0£CT, THAT I HAVE EXERCISED RESPONSIBLE CHARG:: 01/ER THE DESIGN OF TIHE PRO...ECT ,t,5 DEFINED IN SECTION 6703 OF Tl-£ BUSINESS ANO PROFESSIONS COOE, AND TI-t,t,T Tl-£ DESIGN IS CONSISTENT 1111TH CLRRENT STANOARDS. I lHJERSTAND THAT Tl-£ CHECK OF PRO..ECT ClR,t,WINGS ANO SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PRO...ECT DESIGN. FIRM: RBF CONSU..TING AIDlESS: 5050 AVENIQA OCINAS, SUITE 260 CITY, ST: CARLSBAD, CA 92008 TELEPHONE: (760) 476-9193 ..,,.;. -7~ BY=""'f momvv 1141 ELE INDEX l~D ·-SCALE: 1 "~200 ' 0 PRECISE GRAO[NG PLAN Sl£ET NO. INDEX OF DRAWINGS ffEJ I'll 1 2 J ocsauer 100 TITUE SHEET DETAILS le SECTJ(J,jS PRECISE GRADING PLAN SOURCE OF TOPOGRAPHY ~ " • TOPOGRAPHY SHOIN ON Tl-£SE PLANS WAS GE!£RATED BY AERIAL TOPOGRAPHY METHOOS FROM ll'f'O'lMATIOI GATI-ERED ON 12-12--06 BY SPEAR le ,t,SSOCJ,t,TES, INC. TOPOGRAPHY SHOWN l-£RE:C:N COl'FORIIS TO NAT!Cl'W_ MAP ACCUlACY STANDAROS. BASIS OF BEARINGS Tl-£ BASIS OF BEARINGS FOR THIS SIJ!VEY IS Tl-£ CAL[Fa.NIA COORDIN,t,TE SYSTEM (NA083) ZONE 6,AS DETERMINED BY 11-tE LINE BETIIEEN STATION CLSB-061 AND ST,t,T[ON CLSB-060 PER ROS 17271 WITI, A BEARING OF N74"43'58"W. REFERENCE PLANS PAACEI... MAP NO. 17830 CITY Of CARLSBAD DR,t,WINGS 352-3A, 352-38, 352-:lM, 352-JN R'S CfR I lt=ICATE I. {IE) t£REBY CERTIFY THAT A REG1:>IEREO ::.UILS ENGINEER OR GECLOGIST HAS BEEN OR WIUL BE RETAINED TO Slf'ERVISE 01/ER-ALL 11>6 ACTIVITY ,~!SE CCJ.PACHON ANO STAB Of S SITE...,. ANDREW :,TfNZ • OOELOf'EI! DATE TAYIJIRMMlE ·ADKMS Glllf COMNNY Tt£ GRADI"6 llffiK SHALL BE P.ERfORIED IN ACCORDANCE WITH THE FCLLOWING 00Clf£NTS, CUft::NT AT 11-tE TIME OF CONSTR\X:TION, ,t,S DIRECTED BY Tl-£ CITY ENGINEER. 1 . C,t,RLSBAO II.Ill IC I PAL COCE 2. CITY OF CARLSBAD STANDAADS 3. THIS SET OF PLANS 4. THE STANDARD SPECIFIC,t,TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOCK). 5. SOILS REPORT AN) RECCMENlATIONS BY GEOTEClflllCS INC~ATED D,t,TED NO\IEl,l!ER 8, 1996. LPDATE LETTER DATED JANUARY 18, 2006. 6. THE SAN DIEGO REG[Cl'W_ STANJARO DRAWINGS AN) AS MAY BE MOOIFIED BY Tl-£ CITY Of CARLSBAD STAtOARDS. 7. HYDROLOGY CALtu.ATIONS FOR FERMI c:<J.RT MS 96-09 BY BRIAN C. REGAIN D,t,TED APRIL 23, 1997. HYORCLOGY ANO HYDRAU..ICS REPORT BY RBF CONSl.LTING D,t,TED DECEMBER 18, 2007. 8. TIER 3 STORM WATER POULUTION PRE\/ENTION Pl,t,N PREPARED BY REIF CONSULTING, O,t,TEO DECEM!ER 18, 2007, WDID #9 J7C350615. 9. CALIFORNl,t, STORMW,t,TT:R QUALITY ,t,SSQCIATION (CASQA) STOOMWATER BEST IIANAGEIENT PRACTICE, CONSTRUCTION HANlllOOK; ANO 11-tE STATE OF CALIFCRIIA DEPARTMENT OF TRANSPOHATION CONSTRI.CTION SITE BEST MANAGEMENT PRACTICES {BIP) MAPol!AL. IEGEND C CU .KM !!3!1!,_ __ __;q-··!!lt!CODl!!:•:r'.t'~--- RIGHT Of WAY LINE Sl.BDIVISION/LOT BOU()ARY CENTERL 11£ RIDGE LINE DAYLIGHT LINE FENCE EXISTING FENCE EXISTING STORM DRAIN LINE 8" le 10" P\/C SO 24" PVC SO 18" PVC SO GRATE INLET TYPE F C,t,TCH BASIN EXISTll'G CONT~ PROPOSED CONT~ 6" Cl.f<8 le GUTTER DETAIL, SHT 2 SORSO D-7 DECCJ.POSEO GRANITE Slc:EWALK 6" PCC PROPOSED TARGET GREEN PROPOSED TARGET BlN<ER AC PA\IEIENT EARTHWORK QUANTITIES CUT: 3,200 CY FILL: 3,200 CY IIE'ORT: 0 CY EXPORT: 0 CY RDEDIAL: 0 CY 410 LF 95 LF 435 LF 4 EA 2 EA 1,620 SF 6,460 SF NOTE: GRADING QUANTITIES SHOWN AP£. FOR PERMIT PURPOSE3 ON. Y • AND AP£. NOT TO BE USED fl~ FINAL PAY QUANT[TIES EROSION CONTROL QUANTITIES SILT FENCE: 1, 700 LF CONSTRUCT! ON ENTRMICE: 1,200 SF !Ill.ET PROTECTION: 8 E,t, FIBER RQ.LS: 890 LF GRAVEL BAGS: 600 EA ---R/W-- ---b-,:- ---i--- ---fll ~I --x---x-- ■ • .. . . . .. ... --. ~ . . . . . . . . . Pk'NNINy 1 DEPAR'l'MENT APPROVAL .-----r-----P!R:------,------1 ~ ~-DAmb//7 /o8' •MBUILT■ TMG PROPERTY, L.P_ 5545 FERMI COURT CARLS8AD, CA 92008 PHONE: {760) 476-5859 -11111 P!.AIIIIIIIG '"Illlill;_,,:TOII Gl,.,:O A DA'l'f:.I., 1,7 '~-, ..... ) f, fl U lllltITT w .. 1: -:D,....,;., r HA \,1ell:,piv ,_ 1&1111) P.E. lo02. 1l'l, EXP. ~ f?&o.f ~o DATE RCE NO:. _ __:Ce....,60=2=83"--------,,.,~ 1Hfrl I CITY OF CARLSBAD 11 SHEETS I REG[STRATION EXPJR,t,TION D.i.Tr-E-:=06=-=30=€;?&~1~0~~=1=----------=~;::::~~~Jt==--===--===f':::==--===--=:t--===--===--===--===---===--===--===--===-===--===--===--===--===-===---_-_-_+-l-----_-_-_~~----_-_-~l-----_-___ _.+ ________ ---l---l L_J_j _ ENGINEERING DEPARlMENT _ 3 GRADING PLANS FOR: PLAN PREPARED BY: l'"LANNING ■ DEll!!IIGN ■ CCNl!ITJil!UCTICN TAYLORMADE DRIVING RANGE ■ ■ ■ C □NSULTING RlVIEWED BY: -r;~,;rr TIMOTHY M. IELE 760-603-6243 50eO AVENI°" ENCINAS. SUITE 2IO ~. CAUFORNIAQ2DOB 1«1.471.11113 ■ FAX 780.478,8181 • www,FIF..oam DATE:$"-ZZ-QS ENCINEER CF WDAK 1 /\$ blllL T REVISION DESCRIPTION CARLSBAD, CA TITLE SHEET APPRO\/ED: fl ' DA-..,D A. HAUSER &.k,/ -(./-z~ol DEPUTY CITY ENGINEER PE4oa1 EXPIRES 6 JO Q81DA1E DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APl'IIOVAL OWN BY: DL PRO..ECT NO. I DRAWING NO. ~~t;,g ~~: ?,.b:f° PD 08-02 456-7 A E " "' N /'- ID 0 0 N LI) ::::, ., _J Cl 0 ,< Cl N 0 I 0 0.. I "' ,-.. .,. w (/) iJ w "' 0.. (_') z Cl ., "' 0 > _J Cl Cl z ., _J Cl 0 ., u n r--. .,. 0 0 -u) "' < f-« 0 Q._ :r: EROSION CONTROL NOTES 1. IN CASE EIERGEX:Y WORK IS REQUIRED, Cc:tlTACT ANJREW STENZ AT (760)47§-5659. 2. EQU[PIENT ANl W<R<ERS FOR EIERGENCY IKH( SHALL EE MADE AVAIL"8l..E AT ALL TIIIES DUUNG H-E RAINY SEAsa-1. ALL NECESSARY MATERIALS SHALL EE STOCKPILED c:t1 SI TE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCT! ON OF ·TEll'ORARY DEVICES lt£N R,l,IN IS EMINENT. 3. OEVICES SHOWN Cl,I PLANS SHALL NOT EE MOVED OR MODIFIED WITHOJT H-E APPROVAL OF Tl-£ ENGINEERING INSPECTOR. 4. THE Cc:tlTRACTOR SHALL RESTORE ALL EROSICJ,I CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTICJ,I OF tl-E CITY ENGINEER AFTER EAD-i RLN--<FF PROOUCING STORM. 5. THE CONTRACTOR SHALL INSTALL AIDITICJ,IAL EROS!CJ,1 COOROL IIEASlKS AS MAY BE REQUIRED BY THE CITY ENGINEER DI.£ TO IJjCQf'LETED GRADING Cf'ERATIONS OR I.KORESEEN CIRCllotSTANCES WHID-i MAY ARISE. 6. THE Cc:tlTRACTOR SHALL BE RESPONSiiLE ANl SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT P\.81..IC TRESPASS 000 AREAS IIERE Ilf'OJNJEO WATERS CREATE ~ HAZARDOUS CCl,IDITION. 7. ALL EROSICJ,I COffROL IIEASlKS PROVIOEO PER THE APPRO\IED GRADING PLAN SHALL BE INCORP<RI, TEO !£REON. 8. GRADED AREAS ARO.HJ THE PRO..ECT PERIIIETER IIJST DRAIN AWAY FROM Tl£ FACE OF SUPE AT Tl-£ CONCLUSICJol OF EAD-i WORKING DAY. 9. ALL REMOVAILE PROTECTIVE DEVICES SHOWN SHALL EE IN PLACE AT THE ENO OF EACH WORKING DAY WHEN THE F[VE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (-401). SILT ANO 0TtER DEBRIS SHALL EE REMOVED AFTER EAD-i RAINFALL. 10. ALL GRA\IEL BAGS SHALL BE 8'.R...AP TYPE WITH J/4 INQ-i MINIM,J,t AGGREGRATE. 11. SHOlUJ GERMINATION OF HYIJROSEEOEO SLOPES FAIL TO PROVIDE EFFECTIVE CO\IERAGE OF GRACE> SLOPES {901 COVERAGE) PRIOR TO NOVEMBER 15, THE SLCPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED [N ACCCRJANCE WITH SECTION 35.023 OF THE EROS[ON ANO SEOIIIENT CONTRCJ... HAIIOBOOK OF Tl£ DEPARTIIENT CONSERVATION, STATE OF CALIFORNlA. TEMPORARY EROSION CONTROL PLAN11NG AND IRRIGATION ALL PERMANENT ANO TEMPORARY EROSION CONTRCJ... PLANTING ANl .IRRIGATION SHALL BE INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS ANO THE FOLLOWING: A. H'r~fNG SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (tm!ZONTAL TO \IERTICAL) OR ~ I EfPE.R WHEN THEY ARE: a. THREE FEET OR MORE IN HElGHT AND ADJACENT TO A PU!LIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN tEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 lt£N ANY OF THE FOLLOWING CONDITIONS EXIST: a • NOT SCHEDU..EO FOR I MPRO\IEIIENTS ( CONSTRUCT! ON OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF R!UlH GRADING. b. IDENTIFIED BY Tl£ PARKS ANO RECREATION DIRECTOR AS HIGHLY VISIEI.£ TO THE PU!L[C. c. HAVE ANY SPECIAL CONDITION IDENTIFIEO BY THE CITY ENGINEER THAT WARRANTS IIIEOIATE TREATIIENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1 . ALL SLCPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. Tl-flEE TO EIGHT FEET IN tEIGHT SHALL BE IRRIGATED BY HANO WATERING FROM QUICK COI..PLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION S'RIN<LER 1£AOS PROVIDING 1001 C0\IERAGE. b. GREATER THAN a FEET IN tEIGHT SHALL BE WATERED .BY A CCJ,IVENTION- AL SYSTEM OF LOW PRECIPITATION S'RIN<LER HEADS PROVIDING 100I COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATEO AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DE\IELCPER SHALL SlBUT A PRIPOSED SDiEIE TO PROVIOE IRRIGATICJ,I TO THE CITY ENGINEER. THE . PRIPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF THE ELEIIENTS OF THE PRIPOSEO SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTlff: LEVEL OF THE SOIL AT THE CPTIIUil LEI/EL FOR H£ GROWTH OF Tr£ HYOROSEEOEO GROWTH. C. HYOf«ISEfl>1NG MIX SHALL CONSIST OF ALL OF Tl£ FOLLOWING: 1 . SEEO MIX SHALL CONS 1ST OF NO LESS THAN: a. 20 I bs. PER ACRE OF ROSE CLOVER b, 20 Iba, PER AalE Of ZQRIIO FESC\E c. J lbs. PER ACRE OF E SCHJOi... CIA CALIFORNIA d. 4 lbs. PER ACRE OF AOilll.EA Mll..LEFOLIA e. 3 lbs. PER Aa£. OF ALYSSLM (CARPE:T OF SNOW) f. 1/2 lb. PER ACRE OF Dl~ECA g. ITEMS c,d,e, ANO f OF THIS Sl8SECTICJ,I MAY BE OMITTED ON LOCATIONS WHERE Tl£ AREA BE I NG HYffiOSEEDED IS NOT VISIBLE FROM E!TtER A PU!LIC STREET OR RESIOENTIAL STRUCTU£S. h. ITEM a OF THIS SU!SECTICJ,I lilJST BE INOCLLATEO WITH A NITROGEN FIXING BACTERIA ANO APPLIED ORY EITHER BY IJULLING OR BROADCASTING BEFORE HYOROSEEOING. i. ALL SEEO MATERIALS SHALL 8E TRANSPORTED TO THE JCESITE IN LNCPENEO Cc:tlTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD ANO AGR!Cl.LTlR:: CERTIFICATION TAG ATTADiEO TO, OR PRINTED Cl,I SAID Cc:tlTAINERS. j. NON--PHYT0-T0XIC WETTING AGENTS MAY BE ADDEO TO Tl£ HYOROSEED SLlffff AT THE DISCRETION OF THE Cc:tlTRACTOR. 2. TYPE 1 hU..Di APPLIED AT THE RATE.OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 hU..Oi (STRAW) MAY BE SleSTITUTED, ALL OR PART, FOR HYDRAl.LICALLY APPLIED FIEER MATERIAL. WHEN STRAW IS USED IT IAJST BE ANCHCftD TO Tl£ SLOPE BY IIEDiANICALLY PUNCHlNG NO LESS THAN 50I OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMIIJNILII PHOSPHATE SULFATE, 16-20-0, WITH 151 SLLf'HLf! APPLIEO AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYOROSEEOEO SHALL BE PREPAREO PRIOR TO HYffiOSEEDING BY: 1 . ROUGI-EN I NG THE St.ff ACE TO 8E PLANTED BY ANY OR A COMB I NA TI ON OF: a. TRACK WALKING SLOPES SIEEft.K THAN 6: 1 b. HAAROIIING IRE.AS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIAB..E . c. RIPPING AREAS THAT WILL NOT BREAK II' USING ITEMS a OR b ABOVE. 2. CON)!T[ONING THE SOILS SO THAT IT rs SUIT"8l..E FOR PLANTING BY: a. ADJUSTING THE SlffACE SOIL MOISTlfil: TO PR0VIOE A DMf' BUT NOT SATURATED SEEO BEO. b. Tr£ AOOITION OF SOIL MEOIENTS, PH ADJUSTIIENT, LEAD-i!NG OR COVERING SALINE SOILS TO PROVICED VIAEl..E CONDITIONS FOR GROWTH. E. HYOROSEEOEO AREAS SHALL BE MAINTAINEO TO PROVIDE A VIGOROUS GROWTH l.NTIL THE PRO..ECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYCROSEEDING IS THE PERMAN:'.NT LANDSCAPING, LNTIL THE PRO..ECT IS COI.PLETED ANO ALL BONDS RELEASED. SALK AVE COLLEGE BLVD R/W 10 AC ~ CILG R/W RCE TC ROS SORSD SWK STD TYP FG EG TG TM EX INV 42'± 55' CCJ,IGRE:TE DWY 50' 2s 1 ___, / PROPOSED PAO 250'± . -- '-- --I EXISTING GRa.N) ' ~ PROPOSED GRADE ABBREVIATIONS ASPHALT CCJ,IGRE:TE CENTER LINE CURB ANO GUTTER RIGHT OF WAY REGISTERED CIVIL ENGINEER TCP OF CURB RECORD OF Sl.ftVEY SAN DlEGO REGIONAL STANDARD DRAWINGS SIOEWALK STANDARD TYPICAL FINlSl-£D GRADE EXISTING GRADE TCP OF GRATE TOP OF BOX EXISTING INVERT J-40'± PROPOSED GRADE • (!I xw w :r: ~ u. t-,-.. :Ii~ SQ I.~ GAI...VAN[ZED Slm. PARKWAY GRATE !STAR FLO-GARD PLUS CATCH BASIN FILTER INSERT 24"X24" MODEi NO. FGP-24F OR AP!'RO\IED EQUAL PRECAST CONCRETE STORM DRAIN INLET (24"x24" SC.) t---6" THICK CONCRETE BASE -....J/1--6" PVC RISER PVC TEE S.D. PIPE AS SHOWN ON PLAN PRfCAST CONCF<E IE SD INLET.{PVT) DETAIL A SECTION A NOT TO SCALE SCALE: 1"=40' i-mrz. r·=a · VERT. SECTIONB SCALE: 1"=40' tmlZ. 1"=8' VERT. 185'± 20'± I[ 82':t 125'± 60':t 60':t / .I I / / •ASBUILr --'TIM( :P'{,(4f: P.F 1oo2.So EXP. f/J/ao/,o • REVIEYIED BY: I & /2 lo P, D).TE l----+--+------------+---+----+--+-----11 SHE2ET I CITY OF CARIBBAD I SHEE3 TS I ENGINEERING DEPARlMENT ~==========~===: PLAN PREPARED BY: C □N5ULTINl3 REVIEWED BY: PLANNING ■ DESIBN ■ C□HSTRUCTICN fiOftO AVE.NIDA ENCINAS, SUITE 290 CARLSBAD, CALIFORNIA 92()08 7ft0.471Jt113 ■ FAX 7fl0.4TIS.919B ■ www.RBF.oom __.,,-_,,.......# • 111~ M 1 A~ e,1l\Li _-_,.,I~~ .. -~---'-/._,,,.-'l':..,.r1i-.'tr.W~-------=-:DA.:.:T.=E:..,S:'-'.Z.,Z.,_•_..d!J,,.. t'""';;-o,.~,--;1111~n...._;;--1-'-"~"--"~~-----------+--=o-::A1E=-+-::,,111-=n--:,.._-+--:o:-c,.1E::-+-::1N-:::111:-c,.._:-1 TIMOTHY£ THIELE R.C.E # 60283 ENGINEER c,; WORI< REVISION DESCRIPTION 760-603-6243 011£R APPROVAi. CITY APPROVAL GRADING PLANS FOR: TAYLORMADE DRIVING RANGE CARLSBAD.CA DETAIUl & SECTIONS APPRO\IED: /) / /l/ DAlllD A. HAUSER __ _____k,/L.,./~~~~=--~.__KZl~ DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30 08 DATE OWN BY: -.if~~ I PROJECT NO. I DRAINING NO. ~~g ~~:~~. PD 08-02 . 456-7A J I: N r- 00 0 0 N "' ::::, < .J 0 l'.) :I= 0 ,.,; 0 I l'.) c.. I ,,, r--...- w Vl u w 0-: c.. l> z 0 < "' 0 > .J 0 0 z < ..J 0 0 < u "' ,-.. ... 0 0 ~ "' "' < I-< 0 a_ I i CONSTRUCTION NOTES (D 5' HIGH CONCRETE ELOCl< BIN WALL. @ INST ALL PRECAST I f'l..ET PER DETAIL A ON SHEET 2. @ INSTALL CECOMPOSED GRANITE WALKWAY. © INSTALL DRIVEWAY PER C[TY Of CARLSBAD STD. DWG NO. GS-12. @ INSTALL 6" PCC CONCRETE 111TH 6:X6 ll2.9/W2.9 WELDED WIRE FABRIC. @ [NSTALL TYPE F CATCH BASIN PER SDRSD D-7. ----·-------.---~~ ---·..., ' ~ BEARING/DELTA N 62'45'59" E 2 N 47'46' 10" E J N 85"49'32" E 4 N 34•44' 13" E 5 N 00°15'23" E 6 N J5'07'47" E STORM DRAIN DATA (PRIVATE) RADIUS LENGTH TANGENT NOTE SLOPE --94.89' -24" ADS N-12 ST 18 2.0% --127.12' --1B" ADS N-12 ST 18 2. 01 --178.32' --18" ADS N-12 ST 18 2.0% --126.B5' --1B" ADS N-12 ST 18 2. 01 --142.09' --8" 11,()S N-12 ST 1B 6.65% --266.15' --10" ADS N-12 ST 18 4.641 PARCEL 3 MAP OF NO. MS 96~09 17830 PLAN PREPARED BY: PLANNING ■ DESICJN ■ CCNSTRUCTION ,1.b1/43 GRADING PLANS FOR: TAYLORMADE DRIVING RANGE CARLSBAD, CA DATE • • • CONSULTING IO&l A\'ENl!JA .NCIWIS. SUITE 2IIO CARLSWW, CPJ..IFORNIA 92008 1110.47ll,g1g,3, • FAX 76D.476.D196, ■ www.RBF.com L PRECISE GRADING Pl.AN t----+---+-------------+---+----1----------,f-----t~~~=====,,=====~====~ APPROVED:t7 ,1 DAVID A. HALJSER ~ ',k.r/<..1!' ' DATE REVIEWE'.l BY: DEPUTY CITY ENGINEER PE ~3081 EXPIRES 6 30 08 ~-J-/.,; 11 1, 015 IT 11.., =-~µl-Zl!.f-~l<-=---r-r-<-~-c....~,.:',,!/:____ _______ DA_TE.~: 2",~~!f7lioAifTEFi~11t1iiiii11AL;;r-'IL-"';>.:__!i2.l/.:~-------:-------=-:-~-:-------too'E°hwno.ii'E-tMiili TIMOTH)'i;( THlt.LE R.C.E * 60283 DIGINEER Of ~K REVISION DESCRIPTION 760-603-6243 OWN BY: DL PROJECT NO. I DRAWING NO. DATE INITIAL OATE INITI~L CHKD BY: ll.. ~'l' PD 08-02 OTHER APPROVAL CITY APPROVAL RVWD BY: l>E!-456-7A ,, . .,...:,, -. . -~' <',' '" ·~ ,,. "a' ., ''"· ,_.' • . j \ ) I \ )