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HomeMy WebLinkAboutDWG 481-2; MS 13-05; BEACHWALK AT JUNIPER; 01-03GENERAL NOTE:1 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS, SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAI\IF ANY PORTION OF THE: CARLSBAD .MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUME:NTS USTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE: ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS ~E:N NON-CONFORMANCE: IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT REUEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRE:CTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A. RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER lt1LL BE: REQUIRED FOR ANY WORK IN THE PUB/..JC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE o;: INSURANCE MUS-T BE FILED NAMING THE: CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POUCY IN THE MINIMUM AMOUNT OF .$1,000,000.00 FOR EACH OCCURRENCE OF UAB/UTY. THE . INSURANCE COMPANY t'rfl/11NG THE PQLICY /./UST HAYE: A RA71NG OF "A-" QR BiTJER AND A SIZE CATEGORY OF CLASS V OR BETTER AS E:STABUSHED BY 'BESTS KEY RA 71NG GUIDE;. . 5. NO WORK , SHALL BE COMMENCED UNTIL ALL PERMITS HA \IF BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY Bf REQUIRED IF THE: PROPOSE:D IMPROVEME:NTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREE:ME:NT. 7. NO REVISIONS lt1LL .. BE MADE: TO THESE PLANS lt1THOUT THE WRITTEN APPROVAL OF . THE . CITY ... ENGINEER, . NOTED lt1THIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAltlNGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAltlNG . SHALL BE REV/JED TO REFLECT AS-BUil T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS. FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL 11MES DURING CONSTRUCTION. 11. ~ERE . TRENCHES ARE WITHIN. CITY EASEMENTS, A SOILS RE:PORT COMPRISED OF: (A) SUMMARY SHEET. (B) LABORATORY WORK SHEE:TS AND (C) COMPACTION CUR\IFS, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINEoS IN THE FIELD OF APPLIED SOILS MECHANICS. . THE SOILS REPORT lt1LL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR . lt1THIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD f'OMPACTION REPORT(S) SHALL BE /MMEDIA TEL Y SUBMITTED TO TH[ .Cl:Y ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A pRFr:DNSIRlfC71QN .MffTIIJG $/:fAII Rf Hf/ Q AT Tflf S/Tf PRIOR IQ lHE BEGINNtNG OF WORK AND SHALL BE ATTENDED i:i/ ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. /NSPEC11~ SUPERVISION, TES11NG AND ALL OTf/ER ASPECTS OF 1HE WORK. THE CONTRACr SHALL SCHEDULE THE MEETING BY CALLING THE: INSPE:CTION LINE: AT (760) 4J8-JB91 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STAR11NG CONSTRUCTION. APPROVED DRAltlNGS MUST BE AVAILABLE PRIOR TO SCHE:DULING. 1 J. ALL INSPECTION · REQUESTS OTHER THAN FOR PRECONSTRUC710N MEETING lt1LL BE MADE BY .CALLING THE ENGINEER/NG 24-HOUR INSPECTION RE EST LINE AT 760 438-3891. INSPECTION RE UESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. I PC A THE NEXT WORK DAY UNLESS YOU REQUEST OTHERltlSE. REQUESTS MADE AFTER 2: 00 P.M. lt1LL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. 1HE. OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT. AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL . Bf SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE .:CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOltlNG THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION fflOM THE HAZARD OF CAVING GROUND DURING THE EXCAVA 110N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FI\IF FEE:T (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY .PRIOR TO EXCAVATION. IF 1HE PLAN VARIES fROM THE SHORING S'{STEM STANQARQS fSIARf l1!HfQ RY Il:lf CQN5TIIIIC11DN SAFETY QRQERS 1111 f 8 CAL/fQRNtd ADMINISTRA11\iE CODE. JHE PLAN SHALL Bf PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPE:NSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA1!0N. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED lt1TH/N ANY WORK ZONE DURING CONSTRUCTION, _ OPERA T1QNS 1tU I CEA Sf lMf,IEQIA TEI Y: AND THE PERM/TTEE lt1LL NOTIFY '11;![ CITY ENGINEER. OPERATIONS lt1LL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. . 17. ALL .. OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING . UP, .. REPAIR, ARRIVAL, DEPARTIJRE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT . SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOL/DA YS. ( A LIST OF CITY HOUDA YS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.) 18. A/..L .Off-SITE. ·HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CfIT ENGINEER FOR APPROVAL TWO FULL WORKING DAY$ PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALQtlG 1HE HAUL RQUTf QR AQ,tACfNI SlRfETS AS A RfSUL I Of JHE GRADING OPERATION; 19. NO BLASTING SHALL BE COMMENCED lt1THOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION OF . UT/LJTY STRUCTIJRES AND FACILITIES SHOWN ON ~'-IE CONSTRUCTION PLANS WERE:.OBTA/NED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS .. CALLED TO THE . POSSIBLE EXISTENCE OF OTHER UTILITY FACIL/'f/ES OR . STRUCTIJRES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS RE:QUIRE:D TO TAKE DUE , • PRECAU1/0NARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND . -. ANY OTHER EX1STING FACIL/11ES OR STRUCTIJRES NOT SHOWN. 21. TH( . CONTRACTOR . SHALL .VERIFY THE LOCA 110N OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) . lt1THIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTIJAL LOCATIONS ARE IN CONFLICT lt1TH THE PROPOSED WORK. 22· ft~sf0M~L_OR~%~'-b. D¾~¼,i'lE~1J0 f-r~Whfifi~~~ttlfJcti8tJ Hf}jW)TH~lk FACILITIES AND SHALL COORD/NA TE WORK lt1TH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (8001422-4133 SDG&:E (BOO 660-7343 A T&:T . (BOO 892-0123 -· £;;;;",-, TIME WARNER CABLE {760 438-7741 > COX COMMUN/CATIONS . . (760 806-9809 CITY OF CARLSBAD(STREETS AND STORM DRAIN) ~760~434-2980 'CITY OF.CARLSB.AD(SEWER,WATER &: RECLAIMED WATER) 760 438-2722 "SAN DIEGUITO WA JE"R DIS7R/CT 760 633-2650 *LEUCADIA WASTEWA JE"R DISTRICT f 761753-0155 'VALLEC/TOS WATER DISTRICT 760 744-0460 "OLIVENHAIN WATER D/STJI/CT 760 753-6466 *BUENA SANITATION DISTRICT 76 726-1340 • AS APPROPRIATE STREET NOTES 1. ACTIJAL STRUCTURAL SECTIONS lt1LL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIE:D SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTIJRAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS lt1LL BE ALLO~D. ALL LUMINARIES SHALL BE ·cur OFF" TYPE. J. ALL UNDERGROUND UTIUTIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR /S RESPONSIBLE FOR INSTAWNG ALL SIGNING AND STRIPING. 2. S/GNINGL STRIPING AND PAVEMENT MARKINGS $_HALL CONFORM TO THE CALIFORNIA MANUA ON UNIFORM TRAmc CONTROL DEVICES (FHWA'S MUTCD 200J REVISION 1, AS AMENDED FOR USE IN CALIFQRN/A), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LA TEST VERSION THEREOF), THl:SE PLANS AND THE SPECIAL PROVISIONS. J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO /NSTALLA TION. 4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBUC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). CITY or OCEANSIDE HIGHW-'Y 76 SIT£ Ro NOT TO SCALE CITY OF VISTA WORK TO 8£ DON£ THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS. CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. f. CARLSBAO MUNICIPAL CODE. 2. CITY OF CARLSBAD £NC/NEERING STANDARDS. J. THIS SET OF PLANS 4. RESOLUTION NO. 7025 DATED DECEMBER 4, 2013. 5. THE STANDARD SPECIACATIONS FOR PUBLIC WORKS CONSTRUCTION {GREEN BOOK). 6. SOILS REPORT ANO RECOMMENDATIONS BY GEOTEK, INC •• DATED JUNE. 2013 ANO UPDATED REPORT DATED 4/4/14. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIAEO BY THE CITY OF CARLSBAO Sli4NOAROS. . 8. CALIFORNIA COAS7i4L COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED 12/4/13 PER PC RESO 7025. 9. STORM WATER POLLUTION PREVENTION PLAN.· CITY TIER 2 {SW 14-12). 10. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCT/ON HANDBOOK AND 4. ~ERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED lt1TH/N TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED lt1TH Pl'IOPERL Y COMPACTED SOILS. IN OTHER AREAS THE PIPE l'rlLL BE PLUGGED lt1TH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. ~EELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CAUFORNIA ADM/NISTRA TIVE CODE. 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKINGS lt1THIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT lt1LL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF. THE CITY INSPECTOR. CITY OF AL7i4RS CONSTRUCTION SITE B.M.P. MANUAL. 6. STREET TREES SHALL BE INSTALLED PER SECTION IV D.J OF THE CITY 7. EXACT LOCATION OF STRIPING AND STOP UMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. "'--\Ll SAN MARCOS LEGEND OF CARLSBAD LANDSCAPE MANUAL 7. FIRE HYDRANT MARKE:RS SHALL BE PLACE:D IN THE STREE:T lt1TH/N THE: LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE D/STIJRBED BY THIS WORK SHALL BE REESTABLISHED, PERPETIJA TED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE lt1TH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1- GENERAL DESIGN STANDARDS, CHAPTER 6-DES/GN CRITERIA FOR GRAVITY SEWER UNES AND APPURTENANCES, AND VOLUME J -STANDARD DRAltlNGS AND NOTES AND THE STANDARD SPECIF/CATIONS FOR PUBUC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INIDUSTR/AL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION TO THE D/STRIcrs EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPRO\IFD BY THE DISTR/crs ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. {760} 438-3891) WATER NOTES 1. WATER &: RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE lt1TH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 &: J. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. UNES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SfGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NG INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, TELEPHONE N0.(760) 438-3891 FOR SCHEDUUNG. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NG INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760 )438-3891. 6. NO TREES OR STRUCTIJRES SHALL BE ALLOWED IN THE WATER LINE EASEMENT. ALL E:X/STING TREES AND STRUCTIJRES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER lt1LL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL AUGNMENT AND TYPE OF MATERIALS OF THE FIRE UNE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL PIO TABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1 • AND ALL METERS SHALL BE 5/8" (UNLESS OTHERltlSE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17" X JO" X 12• POLYMER CONCRETE AS MANUFACTIJRED BY ARMORCAST OR EQUAL. 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH lt1TH THE FINISHED SURFACE GRADE. 13. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STA TE OF CAUFORNIA 'S DEPARTMENT OF HEAL TH SERVICES. 14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLO~D. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PA VEME:NT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS METRIC STENCILS. . 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HA \IF 10' INSIDE DIMENSION LJNLESS OTHE:Rlt1SE SPECIFIED. 11. ALL CROSSWALKS, UM/TUNES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERltlSE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAltlNG M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED l'£LLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CAUFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVIS/ON1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHE:Rlt1SE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TIJB/NG lt1TH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD ORA lt1NG M-45. 16. ~EN A SIGN IS A Tl'ACHED TO A POLE, IT SHALL BE MOUNTED US/NG A STANDARD CITY OF CARLSBAD MOUNTING BRACKET lt1TH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBUC WORKS YARD AT 405 OAK AVENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19. (IF NECESSARY) ~ERE R4-7 SIGN AND OM1-J OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT lt1DE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-J OBJECT MARKER SHALL BE 12"X12" LIST OF ABBREVIATIONS EXIST. EXISTING R/W RIGHT-OF-WAY TYP. TYPICAL F. G. AN/SHED GRADE T.C. TOP OF CURB F.F. AN/SHED FLOOR AC. ACRE fl PROPERTY LINE f CENTERLINE UIN. MINIMUM P.P. POWER POLE S.M.H. SEWER MANHOLE S. C. 0. SEWER CLEANOUT G.F.F. G4RAGE AN/SHED FLOOR ELEVATION E.P. EDGE OF PAVEMENT DIA. DIAMETER E.O.E. EXISTING OVERHEAD ELECTRIC P.P. POWER POLE V.C.P. VITRIAED CLAY PIPE S.F. SQUARE FEET L.P. LOW POINT B BALCONY BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM 1983 {CCS83), ZONE 6, 1991.35 EPOCH. AND IS DETERMINED BY G.P.S. MEASUREMENTS 7i4KEN ON JANUARY 22, 2013 AND MARCH 18, 2014 AT POINTS '1 • AND "EJ" SHOWN HEREON. POINTS '1 • AND "EJ" WERE ESTABLISHED FROM Sli4TION CLSB 119 AND CLSB 141 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ES7i4BLISHED BY RECORD OF SURVEY MAP NO. 17271, ALEO IN THE omcE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002. BEARING A-B: i.e. S55"59'00"W. QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED GRID FACTOR AT POINT '1 • IS 0.9999625. GRID O/Sli4NCE = GROUND 0/Sli4NCE x COMBINED GRID FACTOR. G.P.S. DERIVED ELEVATION USED TO DETERMINE C.G.F. AT POINT ,i• IS 45.10 {NAVO 88). 11D£CLARATION OF RESPONSIBLE CHARG£11 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJ£CT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT lt1TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAltlNGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT REUEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: SB&O, INC. ADDRESS: 3990 RUfflN ROAD, SUITE 120 CITY, STATE: SAN DIEGO, CALIFORNIA 92123 TELEPHONE: (858) 560-1141 BY: ALLEN L BUTCHER DA TE: ------ R.C.E. NO.: P.E. C47107 REGISTRATION EXPIRATION DATE: 12-31-15 sIGNED, ~ s-Lz/..L.t PACIFIC OCEAN CITY or ENCINITAS VICINITY MAP NOT TO SCALE TOPOGRAPHY SOURCE SB&O, INC. TOPOGRAPHIC SURVEY PERFORMED ON JANUARY 22, 2013. WATER, FIR£ AND SEWER DEMANDS AVERAGE WATER DEMAND: 250 GPO x 4 UNITS= 1,000 GPO. PEAK HOUR DEMAND: 2.90 x 250 = 725 G4LLONS/UNIT. ARE FLOW DEMAND: 250 GPM {BU/LO/NG SPRINKLERS) SEWAGE GENERATION.• 220 GPO x 4 UNITS = 880 GPO. RECLAIMED WATER.· N/,4. REFERENCE DRAWINGS DESCRIPUON 6" A.C. WATER MAIN 6" V.C. SEWER MAIN SIT£ ADDRESS 369 JUNIPER AVENUE A.P.N. 204-240-34 BENCH MARK DRAWING NUMBER 170-6 170-6 TOP -r RAIL RIGHT OF WAY MARKER S'L Y LINE OF HEMLOCK A 'IENUE ANO R.R. R/)Y. ELEV. = 45.103. NGVO 29. SHEET INDEX $HEFT NO.. DESCR!fflQN 1 TITLE SHEET 2 NOTES, DETAILS, SEWER~TER LATERAL li4BLES 3 JUNIPER AVENUE PLAN AND PRORLE d 2 -- ;BS£Jf)Fluftln~loatJ, :;::;lu,tf'! .,t2(J 8_qytpi!;!!J(:'..\, 0,t). Bi~1 ;2;.:.3 ~114ID-/5fiCr-'l 'I Ai DAlE INITIAL '" REVISION DESCRIPTION E35B !SGCJ-B'l 57 F tix ENGINEER Of WORK 0£SCRIPTION SUBDIVISION BOUNDARY CENTERLINE PROPERTY LINE EASEMENT PROPOSED CONTOUR SPOT ELEVATION SWALE/DIRECTION OF DRAINAGE RETAINING WALL EXISTING SEWER EXISTING SEWER LATERAL EXISTING WATER EXISTING WATER LATERAL EXISTING CONTOUR EX/SllNG STREET LIGHT EX/SllNG CHAIN LINK FENCE EXISTING EDGE OF PAVEMENT EXISTING OVERHEAD ELECTRIC LINES EXISTING POWER POLE EXISTING TREE {TO BE REMOVED) OWG. NO. 6" CURB ANO GUTTER RSO G-2 A.C. BERM {TYPE '1? RSO G-5, TYPE A GUTTER {30" WIDTH) RSO G-1 P.C.C. SIDEWALK BARRICADE {CONTINUOUS) CONCRETE DRIVEWAY {560-C-3250) PROPOSED SIDEWALK UNOERORAIN PROPOSED 4• SEWER LATERAL ANO CLEANOUT RSO G-7, G-9, G-10 RSO M-9 RSO G-14A RSO 0-27 CITY STD. S-7 SYMBOL -~~f---- 290.0_ ~ s ----i-----1@ ----;--@ ---395---✓ o---r> --x --x -- ' . " .· ~ -' . .. • ~-.. : ,4 -------o ---o----@ OUANTITY 75 L.F. 22 L.F. 22 L.F. 268 S.F. 13 L.F. 190 S.F. 1 EA. 3 EA. PROPOSED 1 • WATER SERVICE ANO METER BOX WITH ARE SERVICE CMWO STD. W-.14 ------c=i---{WF 4 EA. 1 EA. EXISTING 1 • IRR/G4TION SERVICE WITH PROPOSED BACKFLOW PREVENTOR CMWO STD, W-4, W-20 ---o---@ A.C. PAVING {4" A.C. ON 8" A.B.) {ACTUAL STRUCTURAL PAVEMENT SECTION TO BE DETERMINED PER AELO R-VALUE TEST) 2• COLO MILL ANO 2" A.C. OVERLAY 560 S.F. SEE SHEET 2 1,496 S.F. TRENCH RESURFACING CITY STD. G-25, 26 OR 27 42 L.F. CITY OF CARLSBAD FIRE DEPARTMENT 11 AS BUILT" REQUIREMENTS ~~ -'JI-I(' NO. OF F.H.(S)__l_F.FLO\V 1,000 G.P.M. OUT OF_1_F.H.(S). 9-/" -1r B;;· SPRINKLED:© F.FLOW 1250 G.P.M. DATE _ ·~~ -· t'e 11 ?Qi~ REVf/~~ F E MA SH , DATE f/-i9J-C ,1, /!t /, t'. ~ INSPECT□ / DATE I SH~ET I CITY OF CARLSBAD I SH~TS i ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: ' BEACHWALK AT Jl/NPER 369 JUNIPER Al-£ TITLE SHEET SOP 13-04/PUO 13-07/COP 13-16 APPROVED(,,, U fltJt,•r CJ"A~o,.; 5. (j(i<•t'"':~'' ,..,)~,, I A ., .t: w.,(f', (37"/ ,, .. fJ'-{ ENGINEERING'MANAGER.Rt<i ~;iq1J.EXPIRES '<f/3<>11!1 ... 0/\lE •. ,. DAlE INl11AL OAlE INITIAL Dl'1N BY: ~ 1 PROJECT Nb. I DRAWING NO. OlHER APPROVAL aTY APPROVAL CHKD BY: ~ · MS13-0S 481-2 RVWD BY: i j ~ -± isl "' "' " :,;, 'ti ; ' . ' " " "-~. " ..: R i<1 -----------------------------------------------------------------------------------------------------------------------------------------------~ 70212.10 [ 0819 '] I, R/W 60' R/W 30' f. 114R/£.S' 20' 12' TO 15' EXIST. 114R/£S 15' TO 18' l14R/£.S' I--* 12" MIN. CROWN LIN£-+...17 VAR/£.S' I I 114R/£.S' I 2.0% TO 3.0.:l _ 0.6% TO 4.2% -):~ ------. ~h?,-----r-'7<1~\\':1--------___ .,.....,.,.,,.-_____ ,,,.,,.,,.~,,., \'""...-1,.....-i------- EXIST. PAVl;~J;,.,,fv's= 7-~77rzll~7JL'~ AND BAS£ COLD MILL EXIST. ASPHALT (2" DEPTH) AND PROVIDE 2 • Olif"RLA Y * PROPOSED A.C. PAVING AND BASE, MIN. 4 • A. C. ON 8" A.B. {r!=4.5) 30' 5' R/W SIT£ _,,-----t--P.C.C. SIDEWALK I PER S-7 co::,.:, .. -; .. J •• ·,-./ ~ __. - / / V / • 126. CURB AND~ GUTTER PER G-2 EXTEND BAS£ 6" Bl:YONO BACK OF CURB TYPICAL SECTION ~ JUNIPER A VENUE 114R/£.S' NOT TO SCALE * IND/CATE'S SAWCUT EDGE OF EXIST. PAV.:MENT, 12" MIN. VAR/£.S' COLD MILL EXIST. ASPHALT (2" DEPTH) AND PROVIDE 2" 01-f"RLAY * • •· d SIT£ •. -:-.. ,l ·.-•. 1 CONCRFT£ DRIVEWAY PER G-14A (COMMERCIAL 560-C-3250) 6" CURB AND GUTTER PER G-2 PROPoiED A.C. PA'(!NG AND BAS~ MIN. 4 A. C. ON 8 A.B. (r/=4.5 / SAWCUT EDGE OF EXIST. PAI/EMENT 12" MIN. * IND/CATE'S SAWCUT EDGE OF EXIST. PAl!f"MENT, 12• MliN. S£CTION -JUNIPER AV£NU£ AT EAST EOG£ OF DRIVEWAY NOT TO SCALE SPECIAL NOTES: TH£ FOLLOWING NOTE'S AR£ PROVIDED TO G/lif" DIR£CTIONS TO TH£ CONTRACTOR BY TH£ ENGINEER OF WORK. TH£ CITY £NGIN££R's SIGNATURE ON TH£.S'£ PLANS DOE.S' NOT CONSTITUTE' APPROl14L OF TH£.S'£ NOTE'S AND TH£ CITY WILL NOT 8£ R£.S'PONS/BL£ FOR THEIR ENFORCEMENT. THESE NOTES U4Y 8£ ENFORCED OR MODIFIED BY TH£ CITY TO ENSURE WORK COMPLIE.S' WITH CITY Sli4NDARDS. 1. TH£ CONTRACTOR SHALL lif"RIFY TH£ LOCATION OF ALL EXISTING UNDERGROUND UTILITIE.S' BOTH lif"RTICAL AND HOR/ZONli4L PRIOR TO COMMENCING GRADING OPERAllONS. 2. CONTRACTOR SHALL U4KE EXPLORATION £XCAVA710NS AND LOCATE EX/SllNG FACILl71£.S' SUFF1C/£NTL Y AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISION IS N£C£.S'SARY BECAUSE OF LOCAllON OF EX/SllNG UTILl71£S. 3. LOCAllON AND £L£VA710NS OF IMPROl!f"MENTS, TO 8£ MET BY WORK, SHALL BE CONFIRMED BY FIELD MEASUREMENT PRIOR TO CONSTRUCllON OF NEW WORK. 4. GRADE.S' SHOWN AR£ FINISH GRADES, CONTRACTOR SHALL DFT£RMIN£ N£C£.S'SARY SUBGRADE £L£VA710NS AND SHALL CONSTRUCT SMOOTH TRANSITION BETWEEN FINISH GRADE.S' SHOWN. 5. CONTRACTOR AGR££.S' THAT HE SHALL ASSUM£ SOL£ RE.S'PONS/8/LITY FOR ✓OB SITE CONDITION DURING TH£ COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,· THAT THIS REQUIREMENT SHALL -"!PPLY CONTINUOUSLY AND NOT BE LIMITED TO NORU4L WORKING HOURS,• AND THAT TH£ CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, TH£ CITY, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM TH£ SOL£ NEGLIGENCE OF TH£ OWNER OR TH£ ENGINEER. 6. TH£ CONTRACTOR SHALL 8£ TOli4LL Y R£.S'PONSIBL£ FOR COMPLIANCE WITH TH£ PROVISIONS OF TH£ STATE OF CALIFORNIA SAFETY ORDERS. 7. QlJANllTIE.S' SHOWN ON THIS PLAN ARE FOR BONDING AND CONTRACTOR CONFIRMAllON PURPOSE.S' ONLY. TH£ CONTRACTOR IS TO ES71U4TE' HIS OWN QUAN71Tl£.S' FOR BID AND NOllFY TH£ ENGINEER OF ANY SIGNIFICANT DISCREPANCIES. 8. CONTRACTOR SHALL 8£ RESPONSIBLE FOR DFT£RMINING WHETHER (OR NOT) TH£ FIELD COND/llONS AT STORM DRAIN INLETS AND OUTlETS AR£ PER THE APPROl!f"D PLANS. IF FIELD CONDITIONS DIFFER FROM TH£ A/'PROV£D PLANS, THE CONTRACTOR SHALL CONli4CT TH£ SITE SUPERINTENDENT SUFFlCIENTZ.Y AHEAD OF CONSTRUCllON TO ALLOW REVISIONS TO TH£ PLANS, AND (To 0Bli4/N) PUBLIC AGENCY APPROl14L, IF REQUIRED, PRIOR TO CONTRACTOR INSli4LLING STORM DRAIN STRUCTURES. 9. IF ANY EX/SllNG HARDSCAPE OR LANDSCAPE INDICATED ON THE APPROl!f"D PLANS IS DAU4G£D OR REMOl!f"D DURING DEMOLlllON OR CONSTRUCllON, IT SHALL 8£ REPAIRED AND/OR REPLACED IN KIND AND EQUIVALENT PER THE APPROl!f"D PLANS BY TH£ OWNER/PERMITTEE. 10. ALL £XIS71NG UTILl71£S OR STRUCTURES ARE INDICATED HEREON BASED ON INFORU4710N OF RECORD. TH£ CONTRACTOR IS REQUIRED TO li4K£ PRECAUllONARY MEASURES TO PROTECT TH£ UTILITY LINES SHOWN HEREON AND ANY OTHER EX/SllNG LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS FOR TH£ RELOCATION OR REMOl14L OF EXISTING U71Lffl£S AND AGREES TO 8£ FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT 8£ OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERl!f" ANY AND ALL UNDERGROUND UllLITIES. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR U4/Nli4/NING ALL S. W.P.P.P. (N.P.D.£.S.) DOCUMENTS ONSITE' AS REQUIRED TO COMPLY WITH LOCAL AND Sli4TE' REQUIREMENTS. 12. ALL RETAINING WALL SUBDRAINS SHALL 8£ INSli4LL£D PER SP£CIACA710NS OF THESE PLANS OR GEOTE'CH RECOMMENO.◄TIONS AND SHALL B£ CONNECTED OR STUBBED TO NEAREST STORM DRAIN PIPES. __ [_ __ -- ADDRESS /NV. £LE'✓. AT MAIN 369 ✓UN/PER Alif"NUE 39.85 373 JUNIPER Alif"NUE 39.77 377 JUNIPER A lif"NUE 39.66 381 ✓UN/PER Alif"NUE 39.46 S£W£R ANO WATER LATERAL TABL£ DROP TO LENGTH /NV. £LE'✓. TOP CURB MAIN IN FEET AT /l. £LE'✓. 1.2 19.95 41.45 47.38 1.2 20.74 41.38 47.21 -22.28 (41.30) 46.96 1.2 24.52 41.15 46.39 DEPTH BELOW SEWER WATER T.C. AT If. Sli4710N Sli4TION 5.93 6+45.68 6+25.37 5.83 6+48.68 6+22.37 (5.66} (6+53.67) 6+19.37 5.24 6+60.69 6+16.37 "AS BULL T" a_. 1A~ ~ P.E. f1/o1/ EXP /2.,-)/-IL RE~,~EJJ?BY: ,;/ Jfl/~L INSPECTOR / ----DATE '------t---+--------------t---t---t----t-----l I SH2EET I CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 3 :=:=!.===========--====: IMPROVEMENT PLANS FOR: d BEACHWALK AT JUMPER 2 369 JUNIPER Ai.E -NOTES DETAILS SEWER AND WATER LATERAL TABLE PLi,NN!f'"'' ENt,1~1.EFl'!i[--iG SJUfll',/1'YH¼G APPROVED=fk· xJ/ei,'l_;t'~ ;J'Ato_,-J s. _ ,;..¼W_ 1..\1€ ... ,, , t~8.8CJF-tL1Htn Hoo;:;J,. SLiiu:::: 18CJ -~ s,,.,o.,.,,,, ""· 921 "'"' ,,,,.1 1; a, 4~ W'-L &Sfrl·S80-'! 'l.41 ...J ' f J {· 858'5BCkBl57Fax t---t----M.-----------------;---t---Ji----t---t ENGINEERIN ... MANAGER?.«': 6s'H1. EXPIRES ,· 1° (4 ' lE 2~, _ /Y,;J . ~ ~~ DAlE INITIAi. /1\ DAlE INITIAi. DAlE INITIAi. g:D 8~~:~ , PROJECT NO. DRAWING NO. / ~ '✓,:::/ "',,j__,.._;;c_;>i::y, = ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL aTY APPROVAi. RVWD BY: MS13-05 481-2 ALLEN L. BUTC; '£Ir I ~TE V 70212.10 9, ;j, ll "' " " ,SJ ~ ~ I ,.. 0 ~ :s: "' I\) :E " & G) :;; 0 ;; 1J .... ~ .!l w 00 " ~ ~ " I N fl I\) !<i ~ ~ " ....................... ___ ... I 121....- GRAPHIC SCALE JUNIPER A VENUE ·-------,,. I 10 0 10 20 JO 585 JUJVJP£R A Y£.JVUF' .. I . "' ··'·"""'"" ..... ------- i ... _,... ' . TRENCH RESURFACING PER CITY STD. G-25, 26 OR 27. A.C. BERM TRANSITION (VARIABLE Hl/GHT). EXIST. ORl~AY TO REMAIN. A.C. PAVEMENT (SEE SHEET 2). REMOVE EXIST. FENCE. EXTEND EXIST. SEWER LATERAL ANO PROV/OE CLEANOUT. COLO MILL 2" OF EXIST. A.C. PAVING. PROVIDE 2" A.C. AS PART OF RNAL PAVING LIFT. RIGHT-OF-WAY DEDICATION TO CITY OF CARLSBAD PER P.M. NO. 13-05. REMOVE EXIST. TREE (TYP.}. PROPOSED RETAINING WALL PER GRADING PLAN 481-2A. POWER POLE INFO/i'MATION 0 TEL./CABLE -NO NUMBER. 0 pp /25585/781-131. 11 AS BUILT" 9 _:2g ... r._r DATE ' f l-----f---+-------------+--+--t--+----I I SH3EET I CITY OF CARLSBAD I SHE3ETS I ~ :==:::::-===E=N=Gl=N=E=ER=IN:::G=D=E=P=ARTM==E=NT==::=..::::===: ~ IMPROVEMENT PLANS FOR: ;! ~ ~11!!1.ci_.-.~_, ·, BEACHJf1£!~lJUNPER : .::llllliiiil!l()l...., JUNIPER AVENUE PLAN AND PROF:ILE ,, PLANNIM.a • suc1vsw1M; APPROVEDl/2·. J /.'. i 1 1,111.rJ{].. . "CJ"ASoN s. ere,. oe i>. ,-·1 "' G88tJFluH\n-Rund,~wi¼1El(J J II. ':.-TJ.:ii, ~ Rf'-1/?....o!l "B ;;::~~:g"i ;=:, 0 " 1 "' 2 ENGINEERIN<'✓MA~A~r :~. •:JJ ;t E~P1REs 'i 1·5., 1J1, ~~L i i;:~r:~ c. ~ ~I [EN:..G:..~:..::,.:::....:..~_Nl __ ~ __ AL_KL/l_, ___ R_E_VJ_s_1_o_N_D_E_s_c_R_I P_TI_o_N ___ _Jt.:o:..:::.::~;+AP::..:P:.:.;:.:~:::.~:.J_:::..:.:.:...:..:"":.:.P __ ;.:..::::.~:.1..:::~t=K:::'.D=B::i=~=\ =;)=l:=fl..=. :::.::==p=:=0:s-=J=~=~=a=~=o=. =~=D=RA=!=~=:2=N=O=.:.i I 111111----..,--.. ·--•---------------------------------------------------------------------------•A•LL•E,•N-l.-B•'/Jli,l;.,fiilil•'£i•7?--------------------------------'------------------------------·~ 70212.10 081916 · ) I l