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Home My WebLink AboutDWG 440-6; 3901; FIRE STATION 6; 01-95I I I I l ' ! I r ' ---'c1. '• I I I I .j ' ) ·.c, DRA~NUMBER I SN::oJ PfOll.OTS • NFN I-OPE. MNIIE.80t4 FERER 1ft' _-M.MESI Bl!Rl3 ----·- CITY OF CARLSBAD COUNCfl. MEMBERS CARLSBAD MAYOR CLAUDE A. "BUD" LEWIS CARLBAD MAYOR PROTEM MATT HALL COUNCJt"MEMBER ANN J. KULCHIN COUNCIL MEMBER MARK PACKARD CO\JNCll MEMBER NORINE SIGAFOOSE COUNCIL MEMBERS CITY OF ENCINITAS VICINITY MAP - I ORA~ NUMBER . SAFCO ~ ... ~ ~ ~ MINl\l:SJTA ORA~ NUMBER I 8AFCO PRDUCTS • NEW HJPE, MNNESCITA. Fl!CRJ9'!..,l'IIIRT M.M8ERl!e63 I ORA~ NUMBER SAFCO Ff'IClDUCTS • N0N HOPE. MN&iOTA. "5llACSI fNM'n' ftA.M!BII - DRA~mMBER I SAFCOPAIXIUCTS • 1'&o/l-lPE. MNIE.OOTA Fe;JRCiliA rt 1'Wl'r Nl,M&A 8563 ORA~NUMBER DWG4'10'6 lof9S ----·-------·----·--·-- ------I ' ' ' 2001 CA1.F0RNIA l!MJft..OING STANDl'IROB ADMINISTR,\TIVE C0!lE CAl.FORNIA OODE OF REGUlATIONS (CCR) ffl1.E 24, PART 1 """'-!Ml!llNGC0!lE(C!!C) CAU!=CFtNI,\. CODE OF REGUl.ATIONS (CCR) 1TTtE 24, PMT2 2004 CAUFORNI,\ aECTRICAL CODE (CEC) ~ CODE OF RECULATIONS (CCR) TITLE 24, PART 3 2001 CAUFORNV\ MECtWICALCOCIE CALFORMA. CODE OF ReOULATtONS (CCR) TTTlE 24, PART 4 2001 CAUFOAMA PWMBtNG CODE CAUFOR•(X)OE OF REGULATIONS (CCR) TffLE 24, PART 5 2005 CAUFORNltt ENERGY CODE CALFORNIA CODE OF REOULATIONS (CCR) TTTl..E 24, PART 8 2001 CALIFORN"' EI.EYATORSAFETV CONSTRUCTION COOE CAI.IFORNIA CODE OF REOUIATIONB (CCR) Tm.E 24, PART 7 2001 CAUPORN"' PR! OOOE (CPC) CALtFORNIIL CODE OF REGULATIONS (CCR) ffllE 24, PART 9 2001 CALIFORNV\ CODE FO~ BIJII.DWG CONSE1<_,ATION CtlLIFORJM.OODEOF REGULATIONS (CCR) TmE24, PART10 2001 CAUFORNt,. ~era x 120 STANDARDS CODE CALIFORf!M. OOOE OF REGULATIONS (OCR) Tffl.E 24, PART 12 AMERtCANS WITH DISIUIILJTIESAcr {ADIII) Tm.E II p ACCESSIBILITY Ot.llDELINES FOR BUILDINGS AND FACIUTIES (ACW'IG) CAl.ll'OAIIIA COOE OF REGIJI.A110NS (CCR) Tffl.E24, CI\I..FORtMSTA'TE ACCEllOIBIUTY STANDAROS APPUCABlE ~STANDMOS ('9!1l'UNIFORMIIU1l.OING CODE (UBC) WI CALIFORNI' -NTS) (2002 NATJONlfll.. ELECffllC CODE(NEC) WJ OM.IFORM\ AMENDMENTS) (2000UNIFORMMECl!ANICAL ~ (\,IMC) W,~fFORNIA --(2000 UNIFORM PUJM80NG CODE {UPC) WfCALIFOA:NIA AMENDMENTS) (2000 UNFORMARE CODE (IJAJ) WI CAI.IFORNII\ AMENDMENTS) (1997 UMFORMCODE FOR 8UILDfNG CONSERVATION (IJC8C) WI CI\Ll'OANIA AMENOMeN'!S) 1990 STATE FIRE tM~L REOUATIONS (AS MteNOEn TO DA'TE) CALIFQRNtA. C00E OF REOIAATlONS {CCR) Tm.E 19 ~ f3 ~TIC9PRNCI.ERS"l'STcMS. 2002EDITION NFPA 14 ST.MOPIFIE SY9TEMS. 2003 EDITION NFPA 17A WETCHEMICALSVST'EMS,.2002EDmON NPPA.24 PRM\lE FIRE IMINS.,2002 EDmON NPPA:72 ~ AREALARMCODEwnliOAl.FORMAAM!NDMENT'S. 1999 E0ITIO!I ~253 CRfTICALRADIANTR.UXOFFLOORCOYERINGS't'SIEMS, 2000 eomoN flFPJ\2001 CU:AN AGENT FIRE EXT1NGUISHN3 SYSreMS. 2llOD EDITION REft.RC4C.E CBC-Trrl.E24. PART"2-CKAPTER.35. SECTION 3SM.1 FORA0DITICINAL -ST""°"""" ' I I Carlsbad Fire Station No. 6 SHfET ....,.,. NUMBER OESIGNATION 1 T-1 2 T-2 3 C1 4 C2 5 C3 8 C4 7 C5 8 C6 9 C7 10 C8 11 C9 12 C10 13 C11 ----·-' - 18 C18 19 C17 20 C18 21 C19 22 C20 23 A-1.1 24 A-12 25 A-1.3 28 A-2.1 27 A-22 28 A-2.3 29 A-2.4 30 A-2.5 31 A-3.1 32 A-4.1 33 A-42 34 A-4.3 35 A-5.1 38 A-5.2 :rr A-5.3 38 A-6.1 39 A-62 Carlsbad, California CIP #3901 TITLE SHEET CODE ANALYSIS PRECISE GRADING, DRAINAGE AND UTILITY PLAN TITLE SHEET DETAILS AND SECTIONS PRECISE GRADING AND DRAINAGE PLAN PRECISE UTILITY PLAN OFFSITE FIRE STATION OEMOLITION PLAN WATER POLLUTION CONTROL PLAN ACCESS ROAD GRADING PLAN INTERSECTION GRADE DETAILS TYPICAL CROSS SECTIONS MEDIAN IMPROVEMENT Pl.ANS MEDIAN IMPROVEMENT Pl.ANS " ,. - OFF.SITE WATER LINE OFF SITE WATER LINE WATER DETAILS TRAFFIC SIGNAL NOTES TRAFFIC SIGNAL PLAN SITE Pt.AN SITE DETAILS SITE DETAA.S FIRST FLOOR PLAN SECOND FLOOR PLAN ... -' . FIRST FLOOR REFLECTED CEILING PLAN SECOND FLOOR REFLECTED CEILING Pl.AN ROOF PLAN EXTERIOR ELEVATIONS BUILOtNG SECTIONS BUILDING SECTIONS BUILDING SECTIONS DOOR. WINDOW, AND FINISH SCHEDULE DOOR DETAILS WINDOW OETAILS ENLARGED FLOOR Pl.ANS ENLARGED AND FINISH FLOOR Pl.ANS NOT USED NOT USED NOT USED NOT USED 47 S.1.1 GENERAL NOTES 48 S.12 TYPICAL DETAILS 49 S.1.3 TYPICAL DETAILS 50 S.1.4 TYPICAL DETAILS 51 S-2.1 FOUNDATION PLAN 52 8-22 FLOOR FRAM!NO PLAN 53 S-2.3 FIRST FLOOR REFLECTED CEILING PLAN 54 S-2.4 SECOND FLOOR REFLECTED CEILING PLAN 55 8-4.1 ROOF FRAMING PLAN 58 8-5.1 ELEVATIONS f;T S-7.1 FOUNDATION DETAILS 58 8-8.1 FOUNDATION DETAILS 59 8-82 FRAMING DETAILS 80 8-8.3 FRAMING DETAILS 61 8-8.4 FRAMING DETAILS 62 M-0.1 MECHANICAL LEGEND, NOTES, AND SCHEDULES 63 M-1.1 FIRST FLOOR MECHANICAL PLAN 64 M-12 SECOND FLOOR MECHANICAL PLAN 85 M-2,1 MECHANICAL ROOF PLAN 86 M-3.1 MECHANICAL DETAILS 67 M-32 MECHANICAL ENERGY FORMS 88 P0.1 LEGEND, SCHEDULES, AND GENERAL NOTES 89 P1.1 PLUMBING SITE Pt.AN 70 P2.1 PLUMBING FIRST FLOOR PLAN 71 P22 PLUMBING SECOND FLOOR PLAN n P3.1 ... ROOF PLAN 73 P4.1 I ENLARGED{TOILET ROOM Pl.ANS 74 P5.1 " DETAILS 75 E-0.1 ELECTRICAL LEAD SHEET 76 E-02 ELECTRICAL SINGLE LINE &'PANEL SCHEDULES l 77 E-0.3 ELECTRICAL LTG FIXTURE SC. "'' 78 E-0.4 ELECTRICAL mLE 24 79 E-0.5 -/2\ 80 E-1.1 ELECTRICAL SITE Pl.AN · WEST 81 E-12 ELECTRICAL SITE Pl.AN, EAST 82 E-2.1 " .. '" 83 E-22 SECOND FLOOR POWER PLAN 84 E-2.3 ROOF PLAN 85 E-3.1 FIRST FLOOR SIGNAi, PLAN 86 E-3.2 SECOND FLOOR SIONAl. PLAN 87 I GOVERNING CODES 40 A-7.1 INTERIOR ELEVATIONS . INTERIOR ELEVATIONS E-4.1 FIRST FLOOR LIGHTING Pl.AN 88 E-42 SECOND FLOOR LIGHTING PLAN 41 A-72 89 E-5.1 ELECTRICAL DETAILS 42 A-7.3 INTERIOR ELEVATIONS . . 9() E-52. . ELECTRICAL DETAILS . 91 E-5.3 ELECTRICAL DETAILS 43 A-8.1 44 A-82 45 A-8.3 PROJECT SUSPENDED CEILING ANO CHAIN LINK FENCE NOTES AND DETAILS SITE .1--"'---+-'""'='"-+~DET=Al~LS=====-====:..:c============'-----t----t---+--------------------------; ~i DETAILS · 46 A-8.4 DETAILS 92 l•1.1 IRRIGATION PLAN ·1----1----+---------------------------1--::::--1--:-:::-:--t-:======c::---------------~--~--1 93 L-2.1 IRRIGATION DETAILS 94 L-3.1 PtANTING Pl.AN 95 L-3.2 PLANTING DETAILS -3: 11p '.· . ~. \~4--+----------------------1 LOCATION MAP DRAWING INDEX . ' • (-._ - / TERRY L SMITH CITY PROJECT rMNAOER CITY OF CARlS!IAD 1935F.IUWlrlll.YAVEME CARIJllW>,CA9'000 (790)1102-ffll& FAX{'1!1D)!DH!m OWNER KEVIN CRAWFORD FlRECHIEF ~--2!RSOORtONWAY CARLSBAD, CA.92001 (?'80)-9:3't-2Mt FAX·{1'80t929-02911 FIRE DEPARTMENT WLC ARCHITECTS, INC. 10470FOOTHIU. BOULEVARD, -CMETCIWER RANCHO CllC.MtOftf3A. CA 91730 (91)9) 987-FAX (1109) ...,_ Ctvn. ENGINEER --INC. ,402 WEST ARROW HIGHWAY. SUl'TE-4 MN DIMAS. CA 9't173i (91)9)305-2395 FAX(II09)305-Zll17 Ctvn. ENGINEER (OFF.SITE) --M75 RUFFIN RO\O SUITE250a MN DIEGO, C"-92123 (858) 514-3377 FAX (958) !514-81!108 STRUCTURAi. ENGINEER PROJECT TEAM MECHANICAL I PLUMBING ENGINEER BP I ASSOCfATEB. INC. 3 ~ CAN"rON, surre 100 l!MNe,CAll2000 (9'9)417-3900 FAX(!N9)417~ ELECTRICAL ENGINEER Oll.M\C INT'ERN'.TIC,IMq 16735 YON KARM\N AveNUE, SUITE 2!50 !RY1Ne,CAll2000 (""!}""8190-- LANDSCAPE ARCHITECT: RJM OE5ION GAOt.P. INO. 3159't CAMINOCAPISTRANO · SAN JI.WtCAPISTRN«>, CA 92ffl'5 (Ml) 493-2'1JO FAX (9118) 493-2890 ~~D!!I IQ(!M!N'r .. . -• .. •~ fm , wo.•4- -.r --~H. ,._ t, .( . .. . . WLC Architects SOUTHERN CALIFORNIA Virginia Dc,,e. Tower 10470 Footl,1/1 Boule.on:/ -r?oncho C.,co, , w:w ,go Co/1fomlo 91730-3754 ,.,,, 909-987-0909 r,,,., 909.98().9980 (0 • 0 z "O -a, C C: ~ a.> 0 E Q) ·-t:: 1.1.. <C -a, C'O C. SU -a.> en 0 C: -a, "O CD e fl) ctl 0~ ·-I... LL .c:-·-0 ... LL "O C: ctl a, a,U ""C .0 (/) 0:: C'O .:: ..... .c a, 0 u (/) N -r-.. I... C'O (.) CONSULTANT / - & TU ADDENDUM2 6 ... ,..,. TlS -6 00.2000 11.S RECORD DRAW1NG & ..... ,., ,,_ 'tt::1°~1l P\P£ P••" 6 6 NO DA.TE BY DESCRIPTION REVISIONS IDA.TE: 06/:l0/20091 SCALE: NONE I PROJECT NUMBER: . 04142.00 'AS BUILT' -· .. INSPECTOR IJ,I\TE ------ SHEET DESIGNATION: T-1 f ,_' - --- ' - i . -f ---t- i SA.FCO PRODUCTS • l>EN HOPE. MINNESOTA ~ Err-F'Nn NlM8EFI 8553 DRAWING NUMBER SAFCO PACDUCTS • NE\N HOPE, M!NNESOTA AEOAre:1 l!Y~ NUMBER 6553 - - - .• , .. -.--~-----------:c:wtczw - Angis DBL Gaug Gawanized N 1.Jonh @ ~ At c--Channel Diameter or Rrlund p"""" (Nails) Pound or Number ExiSting DEPT. D.F. DIA. DIAG. DIM. OISP. DN. DR. Double 0epa...- Drinktng FountaJn/ Dooglas Fir D-DiagoMI DimensiOn Dispernw GA. GALV. G.B. GI GL. GND. GR. GS GYP. GraD Bar GBIWlni:zed lmn Glass NJ.C. No. o,# NOM. N.T.S. Not In Contract ........ , Nominal Not Ta Seate T_ STD. STL. STOR. STRUCT. SUSP. SYM. SYS. Stairllass SIAAI StandanJ S1eel -Siructu,el Ground d # 1~\ New Down Grade GANeni:!!ed stRel Gypsum OD OA oc occ. O.C.FJ. Outside Oi&meter CNeralt OnCente, Clceupant T.B. Suspended SymrTWitlrical Syslem Towel Bar Telephone Terraz:zo Thick A/C A.C. ACOUS. A.D. Air Ct,ndflffln. Asphaffic Cone~ Acoustical Area Drain AdjU5table DS, O.S.P. DTL DWG. DWR. E EA, E.J. Door Downspout Dry Standpipe Detail Drawing Drnwer East Each H.B. H.C. HOR. HD\'l/0. HDWR. H.M. HORIZ. HT. Hose Bibb Hollow Core Heade, Hardwood Hardware Holtow Metal Horizomal Height OFF. OPP. OPER. Owner Fumished, Contractor Installed 0/fic& Opposlle Operable Pam!ion Plate TEL TER. THK. T.&G. T.O.C. T.0.C.D_ T.O.M. -T.0.P. Tongue& Groove Top of Curb Top of Concmte Deck Top of Masorny Top of Pavement/ Top of Parapet ADJ. A.F.F. ALT. ALUM. APPROX. ARCH. At Rnish Floor Alktmeie Aluminum Appro>timala Architectural EL. ELEC. ELEY. EMER. ENCL EQ_ EQPT_ E.W. EXH. EXP. EXT. Expansion Joint Elevation Elec1Jical I.D. INSUL. INT. Inside Diameter Insulation PART. PL P.LAM. PLAS. PLY\'l/0. PNL. PR. Plasm": laminate Plaster Plywood T.O.R.D. T.O.S. T.O.W. TRD. T.S. T.S.W. T.V. TYP. Top of Roof Deck Top-of Sheathing TopofWBII """"' Bituminous Building Bloci< Elevetor Emergency Enclosure Equal JAN. JT. Interior Janl1or Joint Panel pa;r Tread PT. Point Tube Steel Q.T. BD. BITUM. BLDG. BlK. BLKG. B.M. BM. BOT. CAB. c.a. CEM. CER. CERT. C.I. ~~ Beam BOiiom Ca"""' Equipment Each Way Exhaust Expansil':l"I Exterior Krr. LAB, LAM. LAV. LKR. LT. !("""hen La-ry Laminate Lavetory R R.D, REF. REFR. REG. REINF. REQ. RES!l.. R.H. RM. R.O. RWD. Quarry Tile Riso, Roof Drain Ref81"8r"D't Refrigerator Register Reinforced Required Resilient U.L U."1.0. U.O.N. Top of Sidewalk Television T~I Und81'wrtlers Laboratory Unl&SS Noted Otherwise Unless Otherwise Noted Chalk Elo9rd Cement Ceramic Fire Alarm Floor Drain Foundation Looke, Light Vinyl Composition Tile Vertical C.J. C.L. CLG. CLR. C.M.U. COL CONC. CONN. CONSTR. CONT. CORR. CPT. CTSK. CTR. cw. Certificate Cast Iron Construclion Joint Chain link./ Center Line Ceiling Clear ConCl'RM Masftnry Unit Column Concrete Connection Construction Continuous FA F.D. FON. F.E. FEC F.F. F.G. F.H. FHC FIN. FLASH. FLR. FLUOR F.O.C. F.0.F. F.O.M. F.0.S. FT. FTG. FURR. FiF'9 Extingu;gher Fire Extinguisher Cabinet Finish Floor Finish Grade Flat Head Fire Hose Cabinet Finish Flashing Floor FluoreseEl'lf- Face-of Concrete Face of Finish Face-of Masonry Face of Studs Foot or Feet Footing MAINT. MAT. MAX. M.B. MECH. MEMB. MEZZ. MFR. MH. MIN. MIR. MISC. M.0. MTD. MTL. MUL. Meintanantl8- Matenal Maximum Machin&Bl:ltl Mechanical Membrane- Mezzanine Manufacturer Manhole Minimum s s.c. SCHED. SECT. SH. SHT. SHWR. SIM. SPEC. SQ. Round Head Room Rough Opening --South Solid Core Schedule Section V.C.T. VERT. VEST. V.T.R. v.w.c. w WI w.c. wo_ wow. W/0 W.S. WT. W.W.F. Vestibufft Vent Thrnug~ Roof Vinyt Wall COY8fing West With Weter Closet Wood Window Without Wood Screw Weioht COff'idor Ca,pet M-Miscella1"191')Us Masonry Opening Mounted She4f s-Sh,,-r Similar Specificetfon Square Welcled Wire Fabric Countersunk Ms1al Ceme, MuHion ColdWafftr Furting C.T. Ceramic Tile ABBREVIATIONS 1. THESE DRAWINGS DO NOT CONTAIN THE NECESSARY COMPONENTS FOR H. ALL ANCHOR BOLTS OF THE EXPANSION TYPE (LOADED IN EITHER PULLOUT OR SHEAR) SHALL HAVE 50 PERCENT OF THE BOLTS (ALTERNATE BOLTS IN ANY GROUP ARRANGEMENT ALLOWED BY THE TYPE OF SUBSTRATE ANO DIAMETER OF BOLT LISTED BELOW UNDER TEST VALUES TABLE) PROOF TESTED IN TENSION TO iWICE THE ALLOWABLE TENstON LOAD. fF THERE ARE AfN FAILURES, THE IMMEDIATELY ADJACENT BOLTS MUST THEN ALSO BE TESTED. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH TITLE 24, PART 2, SECTION 1925A.3.5. CONSTRUCTION SAFETY. 2. LOCATIONS OF All UTILmES SHOWN ARE APPROXIMATE AND CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID INTERCEPTING EXISTING PIPING OR CONDUITS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE A~ITECT IS NOT RESPONSIBLE FOR THE LOCATKJN OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND tNSTALLED BY ANY OTHER CONTRACT. THE CONTRACTOR SHA.LL IMMEDIATELY I. ALL BOLTS MUST HAVE ICC/ES APPROVAL. NOTrFY THE ARCHITECT SHOULD ANY UNIDENTIFIED CONDITIONS BE DISCOVERED. THE CONTRACTOR SHALL BEAR ALL EXPENSE OR REPAIR OR J. All ANCHOR BOLTS OF THE EXPANSION TYPE tNSTALLED IN CONCRETE SHALL BE ONE OF THE FOLLOWING: REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTtON OF THIS WORK. 3. THESE DOCUMENTS AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF WLC ARCHITECTS, INC., ANO ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WLC ARCHITECTS. INC. 4. THE WORK SHOWN ON THESE DRAWINGS AS EXISTING CONDmONS WAS PREPARED FROM INFORMATION FURNISHED BY THE OWNER. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, WLC ARCHITECTS, INC. IS NOT RESPONSIBLE FOR THE ACCURACY OR ADEQUACY OF ANY WORK SHOWN AS EXPSTING NOR tS WLC ARCHITECTS, INC. RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. 5. ALL FIRE LANES TO BE UNOBSTRUCTED DURING ALL PHASES OF CONSTRUCTION. 6. PENETRATIONS TO FIRE RATED MA.TERJALS OR ASSEMBLIES SHALL BE RESTORED TO EQUAL RATfNG. FIRE STOP SYSTEMS AS LISTED BY UNDERWRITERS LABORATORIES SHALL BE INSTALLED PER FIRE RESISTANCE DIRECTORY. FIRE STOP SYSTEMS SHALL BE AS SPECIFIED. 7. NONRESIDENTIAL ENERGY STANDARDS COMPUANCE STATEMENT (TITLE 24, PART 6); THE DESIGN INDICATED HEREIN COMPLIES VVITH THE REQUIREMENTS OF THE 1. RAWLPLUG CO •• INC.-RAWI. BDL T-SLEEVE ANCHOR-ICC/ES NO, 5225. 2. ITW RAMSET!REDHEAD-WEOOE ANCHOR-ICC/ES NO. 1372 3. 1-fll Tl, INC.-KWIK BOLT Ht-WEDGE ANCHOR-ICC/ES NO. 1385 MINIMUM TEST VALUES: NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE ANCHOR WEDGE SLEEVE DIA. TENSION TORQUE EMBEDMENT TENSION TORQUE EMBEDMENT (IN) LOAD (LBS) (FT-LBS) (IN) LOAD (LBS) (FT-LBS) (1"1) 1/4 1050 8 1-15116 540 4 1-314 318 1740 25 3 1680 35 2-112 1/2 2330 55 4-1/8 2410 60 3-1/2 5/8 "290 90 5-1/8 2590 100 4 314 5490 175 6-518 2900 120 4-1/2 ENERGY CONSERVATION STANDARDS OF TITLE 24, PART 6, CALIFORNIA CODE K. ALL ANCHOR BOLTS OF THE EXPANSION TYPE INSTALLED IN GROUT FILLED MASONRY SHALL BE ONE OF THE FOLLOWING: 8. OF REGULATIONS. THE PROPOSED BUILDING($) WILL BE IN COMPLIANCE WITH THE ENERGY CONSERVATION STANDARDS PRDVIDED rr (THEY) IS (ARE) BUILT ACCORDt!'fG TO THESE DRAWINGS AND SPECIFPCATIONS AND PROVIDED ANY FUTURE IMPROVEMENTS ARE COMPLETED ACCORDING TO THE REQUIREMENTS OF TITLE 24, PART 6, CAUFORNtA CODE OF REGULATIONS. THESE PLANS AND SPECIFICATK)NS HAVE BEEN PREPARED TO INCLUDE ALL SIGNIFICANT ENERGY CONSERVATION FEATURES REQUtRED FOR COMPLIANCE WITH THE STANDARDS. BUILDtNG AREAS THAT ARE UNCONDITIONED AND/OR NOT SUBJECT TO THE STANDARDS ARE INDICATED ON THE PLANS. EPINELOPE MANDATORY MEASURES: A. INSTALLED INSULATING MA.TERIALS SHALL HAVE BEEN CERTIAEO BY THE MANUFACTURER TO COMPLY WITH THE CAUFORNfA QUALITY STANDARDS FOR INSULATING MATERtAL. B. ALL YNSULATING MATERIALS SHALL BE INSTALLED PN COMPUANCE WITH THE FLAME SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF [TITLE 24, PART CALIFORNIA CODE OF REGULATIONS, SECTIOlltS 707 AND 2602.) C. ALL EXTERIOR JOINTS ANO OPENINGS IN THE BUILDING ENVELOPE THAT ARE POTENTIAL AND OBSERVABLE SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED. D. SITE CONSTRUCTED DOORS, vvtP'fDOWS, AND SKVUGHTS SHALL BE CAULKED BETWEEN THE UNIT AND THE BUILDtNG, AND SHALL BE WEATHERSTRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS ANO FIRE DOORS.) E. MANUFACTURED DOORS AND WtNDOWS !P'fSTAlLED SHALL HAVE AIR INFILTRATION RATES CERTIFIED BY THE MANUFACTURER IN ACCORDANCE WITH TITLE 24, PART 8, CALIFORNIA CODE OF REGULATIONS, SECTION 116(a)1. F. MANUFACTURED FENESTRATKJN-PRODUCTS IN THE ENVELOPE OF THE BUILDfNG, INCLUDING, BITT NOT LIMITED TO, WTNDOWS, SLIDING GLASS DOORS, FRENCH DOORS. SKYLIGHTS, CURTAIN WALLS, AND GARDEN WINDOWS MUST BE LABELED FOR ti-VALUE IN ACCORDANCE WITH THE (NFRC)NATIONAL FENESTRATION RATING COUNCIL'S INTERIM U..YALUE RATING PROCEDURE. G. OEMISfNG WALL IN'SUlATION SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED WAllS (EXCEPT DOORS). PROOF LOAD TESTS FOR EXPANSION TYPE ANCHOR BOLTS: A. ANCHOR DtAMETER REFERS TO THE THREAD SIZE FOR THE \\'EDGE . CATEGORY AND TO THE ANCHOR OUTSIDE DfAMETER FOR THE SLEEVE CATEGORY. B. APPi. Y PROOF TEST LOADS TO WEDGE & SLEEVE ANCHORS WITHOUT REMOVING THE MJT IF POSSIBLE. IF NOT, REMOVE NUT ANO INSTALL A THREADED COUPLER TO THE SAME TtGf-ITNESS OF THE ORIGINAL NUT USING A TORQUE WRENCH ANO APPLY LOAD. C. FOR SLEEVE INTERNALLY THRE:ADED CATEGORIES, VERfFY THAT THE ANCf-lOR IS NOT PREVENTED FROM WITHDRAWING BY A·BASEPlATE OR OTHER FTXTURES. IF RESTRAINT IS FOUND, LOOSEN.AND SHIM OR REMOVE FIXTLIRE(S) »RIOR TO TESTING. D. REACTION LOADS FROM TEST FTXTURES MAY BE APPlleD CLOSE TO THE ANCHOR BEING TESTED, PROVIDED THE ANCHOR JS NOT RESTRAINED FROM WITHDRAWING BY THE FIXTURE(S). E. TEST EOUIPMENi IS TO BE CALIBRATED BY AN APPROVED TESTING -LABORATORY-IN-ACCORDANCE WITH-STANDARD RECOGNIZED . PROCEDURES. F. THE FOLLOWING CRITERIA APPLY FOR THE ACCEPTANCE OF INSTALLED ANCHORS: 1, HYDRAULIC RAM METHOD: THE-ANCHOR SHOULD HAVE NO OBSERVABLE MOVEMENT AT THE APPLICABLE TEST LOAD. FOR WEDGE AND SLEEVE TYPE ANCHORS, A PRACTICAL WAY TO DETERMINE OBSERVABLE MOVEMENT IS THAT THE WASHER UNDER THE; NUT BECOMES LOOSE. 2. TORQUE WRENCH METHOD:-THE APPL,cA,BLE TEST TORQUE MUST BE REACFfED WITHIN THE FOtLOWPNG t!MITS: WEOGE OR' SLEEVE TYPE: ONE-HALF {f/2)TURN OF THE Ntrr. ONE.QUARTER (114) TURN OF THE NUT FOFH'HE3/BIN. SLEEVE ANCHOR ONLY. G. TESTING SHOULD OCCUR 24 HOURS MINIMUM AFTER INSTALLATION OF THE SUBJECT ANCHORS. GENERAL NOTES 1. HIL TI, INC.-KWtK BOLT !It-WEDGE ANCHOR-tCC/ES NO. 1385 2. StMPSON-WEDGE ALL-WEDGE ANCHOR-ICC/ES NO. 3831 MINIMUM TEST VALUES: GROUT FILLED CONCRETE MASONRY ANCHOR WEDGE DIA. TENSION TORQUE EMBEOMENT (IN) LOAD(lBS) (FT-LBS) (IN) 114 1000 4 2 3/8 1584 20 2-1/2 1/2 1810 40 3-1/2 518 2484 85 4 3/4 3290 150 4-3/8 9. POWDER: DRrvEN CONCRETE FASTENERS: A. GENERAL: USE OF POWDER DRIVEN CONCRETE FASTENERS FOR TENSION LOADS tS LIMITED TO SUPPORT OF MINOR LOADS LIKE ACOUSTICAL CEILINGS, DUCT WORK, CONDUIT. B. ALLOWABLE LOADS: IN GE"1ERAL. LOADS SHOULD BE LIMITED TO LESS THAN 100 POUNDS. HOWEVER, GREATER LOADS MAY BE PERMITTED FOR SPECIAL CASES WHEN APPROVED BV THE CH~CKING SUPERVtSOR OR FIELD ENGINEER. C. TESTING: THE OPERATOR. TOOL.ANOFASTENERSHALLBE PREQUALIFIED BY THE PROJECT INSPECTOR. HE SHALL OBSERVE THE TESTING OF THE FIRST 10 FASTENER INSTALLATIONS. A TEST •PULL-OUT" LOAD OF NOT LESS THAN TWICE THE DESIGN LOAD, OR 200 POUNDS, WHICHEVER IS GREATER, SHALL BE APPLIED TO THE PIN rN SUCH A MANNER AS NOTTO RESIST THE SPALLING TENDENCY OF THE CONCRETE SURROUNDING THE PIN. THEREAFTER, RANOOM'TESTS UNDER THE PROJECT INSPECTOR'S SUPERVISION SHALL BE MADE OF APPROXIMATELY 1 IN 10 PINS, EXCEPT THAT WHEN THE DESIGN LOAD EXCEEDS 100 POUNDS, ONE HALF OF THE PINS SHALL BE TESTED. SHOULD FAILURE OCCUR ON ANY PIN TESTED, ALL tNSTALLATTONS MUST BE TESTED AND UNFAIR PINS REPLACED . _ D. ALL POWDER DRIVEN CONCRETE. FASTENERS SHALL BE ONE OF THE FOLLOWING: 1, HILTI, INC. X-DNI PINS-.WOOOPLATE.-ICC/ESN0 .. 1290. X-DNI PINS -STEEL TRACK-ICC./ES NO. 2388 2. rTW RAMS'ET!REDHEAD DRIVE PIN .. WOOD PLATE -ICC/ES N'O. 1147 DRfVE PIN -STEEL TRACK -ICC/ES NO. 1639 10. GRADING PERMIT AND ROUGH GRADING APPROVAL AAE REQUIRED PRIOR. TO ISSUANCE OF A BU!LDING PERMIT. . 11. Sel'ARATE PERMrr IS REQUIRED FOR E'ACH BUILDING S'TRUCTURE SUCH AS FENCE WALLS AND RETAINING WALL ST 12.· TIE CIVVNER SHALL EMP{OY-1'HE EN"t:i!NE:ER OR-ARCHITE"CT-Rt:SPONSISLE_FOR_ THE STRUcntRAL DESIGN OR PERSON DESIGlltATED BY THEM TO PERFORM VISUAL STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM AT SIGNIFICANT CONSTRUCTK)N STAGES AND AT THE COMPLETION-OF THE STRUCTURAL SYSTEM. OBSERVED OEFICIENCES WILL BE REPORTED TO OWNER, CONTRACTOR, SPECIAL INSPECTOR ANO BUILDING OFFICtAL IN WRITING. 13. STRUCTURAL OBSERVATION IS REQUIRED BV THE ENGINEER OF RECORD FOR THE FIRE STATION ESSENTIAL SERVICES BUn.OING. 14_ THIS BUILDING WILL NOT STORE AND/OR USE HAZARDOUS MATERtALS WHICH EXCEED.THEQUANTITIES LISTED IN.UBC-TABLES.3-0AND.3-E. [? DRAWING NUMBER 6AFCO PRODUCTS • NEW HOPE. MINNESOTA R3JROER ~ l"lllfl'f MJMBEFl 6553 ·---· ------ ., DRAWING NUMBER SAFQJ PA00UCTS • NEW HOPE, MINNESOTA FIEOAC&'I I!'!' F'll!IRT NUMBER 6563 ·---- f"---ffl ___________ ...,_ ----------7 a 8 !i;Jj B 8 16-- ~- I ___ L ___ 7 I ,---, I I I I ---7 I I I L I I ---r-- ! Ei I I I I I I I I I I ___ j 'tliiLI r---... ==°=~ I ~- ~- I I I I ----, i--7 I ._,. I I ---~ ~ I I ! 10 29 FLOOR PLAN ANALYSIS 0 0 BUILDtNG SECTION SHEET NUMBER DETAIL NUMBER SHEET NUMBER DOOR IDENTIFICATION WINDOW IDENTIACATION . REF'ERE'NCE NOTE • I ' -' 32' ENGINE "' --~ I I I L ___ _ I I I I I I I I I I I I I I 1---- 1 I I I I 32' ENGINE I L ____________ _ _J _________ L ___ _ 15 001_ __ -o " SPACE USE AND OCCUPANT LOAD SCHEDULE, TABLE No. 10-A 1. LOBBY, tOO S.F.IOCC. 2. OFFICE. 100 S.F JOCC. 3. STORAGE. 300 S.F JOCC. 4, APPARATUS ROOM, 200 S.F./OCC. 5, DORMfrORY, 50 S.F J DCC. 6. TURN-OUT LOCKERS, 50 S.F JOCC. 7. SHOVV'ER/TOILEr, 100 S,F./OCC. 8. EXERCISE ROOM, 50 S.F JOCC. 9. ELECTRtCAUMECH. ROOM, 300 S.F .IOCC. 10. DINING ROOM, 15S.FJOCC. 11. KITCHEN, 100S.F./OCC. 12. _ SHOP, 100 S.F JOCC. 13. LIVING ROOM, 15 S.F JOCC. 14. PUBLIC RESTROOM, 100 S.F JOCC. 15. LAUNDRY ROOM, 100-S.FJOCC. WOODWORK fNSTITUTE REFERENCE NUMBER. ~8'-0" AF.F. +P/"QA.F.F+ 00 ELEVATION ROOM NAME GRID IOEN'TIFICATION GRAPHIC SYMBOLS SPACE USE DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE. MINNESOTA REOFIDEFI B'I' FIIIFff NUMBEA 6553 DRAWING NUMBER DWG 440-5 2of9S SAfCO PRODUCTS • NB/ti HCPE, MIM>ESOTA REOfiDER f!J1 l"l!IRT NUMeEA 855:3 ----.------------------~----,...--_ --------- OPEN TO BE:LOW OPEN TO BELOW r---- 1 I I • I ~------~ I ~------4 EXTERIOR PATIO 0 0 0 [] I I I I I I I I I I I I I I I I I I I-- I I I I I L---\-l'm I L._ ___ 1-§B -----ffl ' ' ' ' I I I -, I I L -_J,.i.• ... ·, .. , .,,' .. ~,, ...... -_J ! ' AREA IDENTITY -CODE ANALYSIS . E SPACE USE-REFER TO SCHEDULE FlOOR AREA IN SQUARE FEET • OCCUPANT LOAD ---3 NOTE; * {ASTERISK) INDICATES ACCSE:SSORY USE AREA EXCI.UDED FROM COMPUTING OCCU»ANT LOAD OF BUILDING, UBC 10032.22.1 PATH OF EGRESS {NUMBER -INDICATES OCCUPANT LOAD} AREA IDENTITY 7 1/8"=1'-0" 3 CARLSBAD FIRE STATION No.6 OCCUPANCY GROUPc CONSTRUCTION TYPE: ALLOWABLE-AREA: ALLOWABLE AREA INCREASES: B. SECTIO'I. 304.1 VN-SPRINKlERED, TABLE NO. 5-B AND SECTIOl'I 006 8,000-S.F. TABLE NO. 5-B 16,000S.F. AUTOMATIC FIRE SPRINKLERS SECTION 505.3, 100% TOTALALLOWABtEAREA; -16,000S.F.· . ACTUAL.AREA: --6,182S.F • Architects RANCHO CUCAMONGA -FOllJOM -EMERYVILLE SOUTHERN CALIFORNIA Virginio Dore-Tower 10470 Foothill Boi,/evr:,rd Rancho CtlCOIT>OllgO Calffomio 91730-3754 tel: 909-987-0909 fax: 909-9B0-99B0 (0 • 0 z "'O -ro C C: 0 Q) 0:: 0 E CD ·-t:: +-' ro LL<( ro a. $0 +-' Q) CJ) 0 C: -ro -o Q) Q) (I) ro I... o-£ ·-s.... LL --.c: .::::: LL "'O u ro ro C: 0 "'O .0 ro (/') 0:: ro -I... ro ..... ..0 0 0 en N I'---s.... ro (.) ' ........ ........ CONSULTANT NO DATE BY DESCRIPTION REV!SIONS DATE: 06/30/2009 SCALE: ASNOTED PROJECT.NUMBER: 04142.00 'AS BUILT' -/47-4,,~••2-Z-2rt? P.F:-~ E:"" 3•:1/,/t> DATE RE:V!E:lolE:D BY, INSPECTOR SHEET DESfGNATION: DATE -. T-2 f"SHilll CITY OF CARLSBA ~ ENGINEERING DEPARTMENT CARLSBAD FIRE:STATION No. 6 CODE ANALYSIS CODE ANALYSIS OWN BY: CHKD BY: RVWD BY: KN i r--- 1 -j i ·---. ,. ___ ......._ ___ _ t DRAWING NUMBER SA.FOO FRODUGTS • NEW HOPE, MINNESOTA flEElRCER l!'I" ""iRI' MJMeER 6553 .. _,.,_,.,. __ ---------- • DRAWING NUMBER ----- ·---. --··----------· --- DRAWING NUMBER SAFC0 PRODUCTS • 1>.iEW HOPE, MINNESOTA AECROERrl'fAIIRT f-AJMBER8553 DRAWING NUMBER SAFC0 PRODUCTS • NEW HOPE, MINNESOTA fElROEA fN ,._RT NUMeEA 6553 DRAWING NUMBER ---------------------SAKO PRODUCTS • NEVY HOPE, MINJ,ESIJTA F0:FOEAfl'flW'l'f"NlMEIER6S53 -......... H •• ,_..,._ .. ,_. ______ - - - ----------· DRAWING NUMBER DWG 440.6 3of95 SAFCOPAODUCTS • NEW HOPE. MINNESOTA F1EOROER fff fMT /IIUMBEFI 8663 ·---•,.,•t1111M----------- EA8EMENIS @ AN EASEMENT F'OR PIPELINES GRANTEO TO SAN MARCOS COUNTY WATER DISTRICT BY DOCUMENT RECORDED SEPTEMBER 23, 1980 AS F'ILE NO. 80-30B50'!, D.R., SAID E:X!S11NG EASEMENT NOW VESTS IN VALLECITOS WA1ER DISTRICT, AS SHOWN ON CITY Of CARLSBAD CT 99-04-01 VILLAGES Of LA COSTA-LA COSTA OAKS SOUTH MAP NO. 14379 l'!LED ON 4/29/02 AS FILE NUMBER 2002-0358064. @ AN EASEMENT fOR POLE LINES AND TREE TRIMMING PURPOSES GRANTEO TO SAN DIEGO GAS AND ELECTRIC BY DOCUMENT RECORDED OCTOBER 20, 1958 IN 8001< 7307, PAGE 304, O.R. AS SHOWN ON CITY Of CARLSBAD CT 99-04-01 Vil.I.AGES OF LA COSTA-LA COSTA OAKS SOUTH MAP NO. 14379 FILED ON 4/29/02 AS FILE NUMBER 2002-0358064. @ AN EASEMENT ANO RIGHT OF WAY FOR PUBLIC ROAD PURPOSES GRANTEO TO THE COUNTY OF SAN DIEGO BY DOCUMENT RECORDED JANUARY 21, 1930 IN BOOK 1737, PAGE 4 Of DEEDS AS SHOWN ON CITY OF CARLSBAD CT 99-04-01 VILLAGES OF LA COSTA-LA COSTA OAKS SOUTH MAP NO. 14379 FILED ON 04/29/02 AS FILE NUMBER 2002-0358064. SAID EASEMENT NOW VESTS IN THE CITY or CARLSBAD. @ AN EASEMENT rOR GENERAL UTILITY ANO ACCESS PURPOSES GRAN1ED TO THE CITY Of CARLSBAD, A MUNIC!PAL CORPORATION, FROM THE CEN1ER F'OR NA TUR AL LANDS MAIIIAGEMENT, A CAl.lf"ORNIA NON-PROFIT CORPORATION BY DOCUMENT NUMBER 2006-0498073 RECORDED JULY 14, 2006, D.R. @ A TEMPORARY CONSTRUCTION EASEMENT GRANTEO TO THE CITY or CARLSBAD, A MUNICIPAL CORPORATION, l"ROM Tl1E CENTER FOR NATURAL LANDS MANAGEMEIIIT, A CALIFORNIA NON-PROl'!T CORPORATION BY DOCUMENT NUMBER 2006-0498073 RECORDED JULY 14, 2006, D.R. ® AN EASEMENT FOR GENERAL UTILITY AND ACCESS PURPOSES GRANTED TO THE CITY OF CARLSBAD, A MUNICIPAL CORPORATION, l"ROM THE REAL ESTATE COLLATERAL MANAGEMENT COMPANY, A DELAWARE CORPORATION, BY DOCUMENT NUMBER 2006-0671965 RECORDED SEPTEMBER 21, 2006, O.R. @ A TEMPORARY CONSTRUCTION EASEMENT GRANTED TO THE CITY OF CARLSBAD, A MUNICIPAL CORPORATION, l"ROM THE REAL ESTATE COLLATERAL MANAGEMENT COMPANY, A DELAWARE CORPORATION, BY DOCUMENT NUMBER 2006-0671965 RECORDED SEPTEMBER 21, 2006, D.R. LEGAL DESCRIPTION THAT PORTION Of SECTION 31, TOWNSHIP 12 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY Of CARLSBAD, COUNTY Of SAN DIEGO, STA TE OF CALIFORNIA DESCRIBED IN Tl1E CORPORA TlON GRANT DEED l"ROM THE DAON CORPORATION TO Tl1E CITY OF CARLSBAD, A MUNICIPAL CORPORATION, RECORDED MARCH 8, 1984 AS INSTRUMENT NUMBER 84-85792 AND ALSO SHOWN AS BEING Tl1E "NOT A PAFlT" PARCEL ON SHEET 25 Of 45 SHEETS or CITY OF CARLSBAD CT 99-04-01 VILLAGES OF LA COSTA-LA COSTA OAKS SOUTH MAP NO. 14379 FILED APRIL 29, 2002 AS FILE NUMBER 2002-035B064 IN THE Ofl"ICE Or THE COUNTY RECORDER OF SAID COUNTY. PROPERTY AREA = 21,798 SQUARE l"EET OR 0.500 ACRES DISCRETJONARY APPROVALS= .:.TYP.:.:_:E:__ _________ _:RccESO==LIJTlc_:.ON NUMBER CONDITIONAL USE PERMIT HABITAT MANAGEMENT PLAN PERMIT MITIGA TEO NEGATIVE DECLARATION MASTER PLAN AMENDMENT ZONE CHANGE 6157 6158 2006-2B8 NS-818 NS-B17 SOURCE OF TOPOGRAPHY I APN 223-617-24-00 I APPROVAL DATE B/16/06 8/16/06 9/26/06 10/3/06 10/3/06 TOPOGRAPHY SHOWN ON THESE Pt.ANS WAS GfJIERAT[[) /JY DATA COLJ..ECTION MfTHO()S F'F?OM WF"ORMAT10N GATHERED ON JANUARY 18, 2005 BY MSL ENGINEERING, 1/1/C.. TOPOGRAPHY SHOWN HEREON CONF"OIIMS TO NATIONAL MAP ACCIJRACY STANDARDS. PROJECT LOCATION 71/fS PRO.£CT 15 LOCAT[[) wrTHIN ASSESSORS PARCa NI./MBER(S) _2Jc3-617-24-00. "DECLARATION OF RESPONSIBLE CHARGE" I rlEREBY 0CCt.ARE: ™AT I AM THE: ENGlf(ITR Of IIURK F"0/1 71/fS PRO.£CT, ™AT I HAIi[ ExrRC/Sf.D RE:SPONS/8t.E CHARGE OVER THE OESIGIY OF THE PROJECT AS DEF!NED 1/11 Sf.Cn0/11 670J Of THE BUSINESS ANO PF10ffSSIONS COOE, AND THAT 1'1£ OE.SIGIY IS CONSISTENT llrTH CURRfNT STANDARDS. I IJNDEJ?STIIND THAT 7HE CHEC1<. Of Pfl0.£CT DRAWIIVGS AND SPFCIFICATIONS /JY THE: CITY OF CARt.SBAD DOES NOT REL/£',£ ME, AS E:NGlflE:ER OF 110RK. Of MY RESPONSIB1LJ7'ES FOR PROJECT DESIGN. FIR/,/: MS!. OONgRfNG. 1/1/C. ADDRESS: 402 Ir. ARROW 11/GHWAY. SIJITE: 4 ____ _ cm; STA'TE:: SAN 0/MAS. CA. 9177J TE:1£PHONE:: 909-J05-2J!J/5 BY: MARK S: !,A/1/0URE:!.1.,,,,,,,_.,,,"'X'---------- (NAME OF' ENGINEER) DA 'TE: J/6 19-07 ff.C.E. NO.:-..,:J8"""~""-------------- RE:GIS11MTION EXPIRATION DATE:: _OJ-,~J1~-()9~~---- SQILS ENGINEER'S CER11F1C:AJ:]: I. tl!t.L/AM D. OLSON 11m1 IEGH_Tf}N_CONSULTING, INC. , A RE:GfSTERED CIWL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HERE:BY CERnFY THAT A SAMPLING AND STTJOY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNOCR MY DIRECTION BETWEEN THE DA TES OF DE:C0/8E:R 01. 2004 AND DECEMBER IC! 2004 • TWO COPIES OF THE SOILS REPORT COMPILED FROM-·THIS STUDY, WIT/-/ MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE: OFFICE OF Tl-IE CITY ENGINEER. PACIFIC OCEAN - SIGNED: P.E. NO.: 4528:$, _________ _ DA TE: 06-19-07 LIC£NSE E:XF'IRA TION DA TE: C CITY or ENCIIIIITAS VICINITY MAP - LOCATION MAP NOT TO Sc.ALE ' ' _,,_, REFERENCE:. 2006 ~ DIEGO/OMNOC CO. 'l'HOIW3: GUDE PGS. 1127-1126, 11-47-11-48 • -- LEGEND (MSL) T.C. ffll' OF C0NCl!ETE CUR9 F'.S. FINtsHED CONCRETE SURFACE A.C. ASl'HAl. '11C CEMENT PA\OIEIIT F'.L FLOW LINE F.G. FlNISHED GRADE OF DIRT F'.F'. FrNf5HED Ft.OOR OF BllllDING B.S. l'tACK OF SlllEWALI< E.G. EOOE OF GIJ'TI'E'R E.F'. EDGE OF' A.C. ,.A'YEMENT G.B. GRAD£ eREAI<: H-.F', HfGH POINT T.B. TOP OF' BERM !NV. IN't'ERT t PROl'ERTY LINE 't CENro> LINE T.W. T.R.W. T.F'. 100 , T/HOWL (02.20) --(02)-- 02.20 -02-- 1.0. o.o. TOP Of' WAI.I. TOP OF RETAINING WALL TOP or rooTING TOP or DRAJN BOX GRATE: EDGE OF A.C. PAVEMENT CONCEN'TRA'IED FLOW LINE SHEET FLOW DRAINAGE TOP or HEADWALL O(ISTINC El.EVA'!lON El(!STINC CONTOUR El.EVA '!ION PROPOSED ELEVATION PROPOSED CONTOUR El.EV ... 'TION INSIOE OIAMaER OUTSIDE OfAMETER -0-GASMAIN -W-WATER MAIN -S-SANtTARY SEWER -E-UNDERGROUND ELECTRICAL CONDUIT -T-UNDERGROUND lElEF'HONE CONOlJIIT -SO-STORM DRAIN -CTV-UNDERGROUND CABLE TEI.EVISION CONOUIT -'!'SC-1RAmC SIGNAL CONOUIT w.v. W.M. r.H. G.M. WATER VALVE WA1ER METER FlRE H'fflRANT GAS METER S.M.H, SANITARY SEWER MANHOLE P.P. POWER PCI.E S.L Slm:.Et LIGHT C.O. CLE/\NOUT 1.P. !RON Plf"E LP'. LIGHT POLE S.O.M.H. STORM DRAIN MANHOLE R.C.P, REINl'ORCED CONCRE1E PIPE C.Lr. CHAIN LINK FENCE I.C.V. IRRfGATION CON1'ROL VALVE 1.C.B. IRRIGATION CON1ROL BOX G.P. GUARD ftOST w.,.r. WROUGHT IRON FENC'E R.G.H. Bl.JIILOING ~ OVERHANG T,S.f", TRAF'FtC SIGNAL F'OLE f",B. f"UL!. BOX P.A. lANOSCAPED PLANTER AREA T.P.B. TELEPHONE f"ULL BOX T,M,H, TELEPHONE MANHOlE E.P.B. El.ECTRtC F»UU BOX T.S.C. TRAFFIC SIGNAL CONDUIT S.LC. STREET l.lGHT CONDUIT T.S.F".B. TRAmc SIGNAL PULi.. BOX. T.S. PED. lRAFFIC SJGNAL F"ED~AL B.F. BACKFLOW PRE\'ENTION DEVICE T.E. F",M. C.B. R,D • P.S.D. TRASH ENCLOSURE ELECTRIC PAD MOUNT lRANst="ORMER CAmH BASIN ROOF' DRAIN PERF'OR-ATED STORM DRAIN @O "EW ONSITE LIGHT POLE [02.20J FUTURE El.EVA'TION --f02J--FUTURE CONTOUR ELEVA'TION EARTHWORK QUANTITY ESTIMATE CUT:,· ____ _;_ ______ 10,500 CY F1/:1" 500 CY IMPORT: _________ O CY STOCKPII.ED DIRT AND ROCKS: __ 450 CY EXPORT: _________ 10;450 CY RE:Mro/AI.: 1,000 CY Architects RANCHO CUCAMONGA ~ FOLSOM-EMERYYIUJ? SOUTHERN CALIFORNIA Vif'ginfa Dare Tower 7 0470 FoorltiM Boulevard Rancho Cucomongo Cc,lifomla 91730-3754 tel: 909-987-0909 fax: 909-980-9980 (0 • 0 z ~ ..... C'O C 0 C Q) 0::: 0 E Q) ·-t LL<( +J C'O ro a. $0 +J Q) en Cl C -C'O ~ CD Q) Cl) C'O ,_ 0~ ·-!.... LL .c:-·-(.) ,_ LL ~ C C'O C'O C'O C) "'C ..0 Cl) 0::: ro -,_ ~ .0 C'O 0 C) Cl) N r,... -!.... ro (.) CONSULTANT MSL ENGINEERING, INC. CIVIL ENGINEERS ANO LAIIID SURVEYORS SPECIALIZING IN SITE DEVELOPMENT 402 W, ARROW HWY. STE. 4 ~ D~ C'A. 91nJ. (909) 305-2395 FAX (909) 305-2J97 6 06-2007 11.S CONf"ORMEO 6 <M-09-119 MSI. AS-BUil T NO DATE BY DESCRIPTION REVISIONS DATE: 06-19-2007 SCALE: AS NOTED PROJECT NUMBER: 04142.00 "AS BUil T" THE: CAIJFORNIA COCJRDIIVATE: INDEX Of 71/fS PRO.£CT 15: N 1,979.J50 E 6,262,BOO. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN EARTHWORK QUANTITIES FOR BIDDIIIIG PURPOSES. THE QUANTITIES SHOWN HEREON 1-------------------------------t ARE THE ENGINEER'S ESTIMATE ONLY FOR ...... _z-~-9 P.E' 'Zf!l76 r:xP:l-51'-/I> DATE CIVIL PLAN SHEET INDEX· CITY PLAN CHECK AND PERMIT PURPOSES. 1----------------------------!L------.----------,--,..=----:-----------f ACTUAL QUANTITIES MAY VARY FROM NO. · SHEET TITLE THE AMOUNTS SHOWN HEREON. 'BENCH.MARK DrscR/PTrON: K-302. A STANDARO DJSK S'TAMF'ED-f002 1935. SET' IN THE TOP OF' A. CONCRETE f!OST LOCATION: FOIJND U.S.C. .. G.S. BRASS DISK STAMPED "K302 1935" iNCONC. MON; POINT LIES B.5' ~STERLY OF EASTERN BERM U_NE ON RANCHO SAN'TE FE ROAD. 133' NORTHERLY_QF_. EI.E:CTRIC TRANSWISSION LINE POlE MARKED •ru3011" AND "l\.13825-·AND APPROXIMAmv 1.2 MILE_S_~ORTHERLY. OF RANCHO SANlt FE R.QAD AND LA COSTA A'wENIJE ElEVAT/ON: 533C39 DATUM: NG'ID 29 (MEAN SEA LE\'El) PER NGS_DATA SHEET 1-000-422~4133 IT'S THE LAW ~"~ -CALL AT LEAST DIAL BEFORE '-;: TWO WORKING YOU DIG! , DAYS PRIOR TO . . 6/\.. _ _ </;:-EXCAVATING GALS UNDERGROUND SERVICE ALERT CF SOUTIIERN CMJRllNA. BEFCRE EXOAYATINO,, 'THE CONTRACTOR Sl+ALL VERIFY 'THE LOCATION OF UNDERGROUND U'TIUIES BY CONTACTING UllUTY UNOEAGROUND SER\IICE ALERT AT 1-800-422-41.]J 1 or 20 PRECISE GRADING, DRAINAGE ANO UTILITY PlAN TITLE SHEET (C1} 2 or 20 ONSITE DETAILS AND SECTIONS SHf:ET (C2) 3 or 20 PRECISE GRADING ANO DRAINAGE PLAN (C3) 4 or 20 PRECISE UTILITY PLAl'I (C4) 5 or 20 · OFFSITE FIRE STATIOl'I DEMOLITION PLAN (C5) 6 or 20 WATER POI.I.UTIOl'I CONTROL PLAN (C6) 7 or 20 ACCESS ROAD GRADING PLAl'I (C7) 8 or 20 INTERSECTION GRADE DETAILS (C8) . 9 or 20 TYPICAL CROSS SECTIONS (C9} 10 or 20 MEDIAN IMPROVEMENT PLANS (C10) t1 Of 20 · MEDIAi'! IMPROVEMENT PlANS (C11) 12 Of 20 TEMPORARY SEWf;R FORCEMAll'I PLANS (C12) 13 or 20 TEMPORARY SEWER FORCEMAIN PlANS (C13) · M"or 20 TEMPORARY SEWER FORCEMAIN PlANS (014) 15 or 20 TEMPORARY SEWER FORCEMAIN DETAILS (C15) 16 or 20 OFFSITE WATERLINE PLANS (C!6) 17 or 20 orFSITE WATERLINE PLANS (C17) 18 or 20 WATER DETAILS (C!8) 19 or 20 TRAFFIC SIGNAL totOTES (C19) 20 or 20 TRAFFIC SIGNAL PLAl'I (C20) REVIEWED BY: INSPECTOR DATE SHEET DESIGIIIATION: C1. I SH3EET 11· CITY OF CARLSBAD II SHEETS I . ENGINE:ERIN~ DEPAR'!MENT . " 95 :==='-'== CARLSBAD FIRE STATION No. 6 PRECISE GRAQl~G. D8Alr.lAGE AND lJTILITY PLAN TITLE..SHEET WILLIA¥ E. L M R .. . :r-tf,:a 817& EXP, 3-3 -OB ! t--- ' i le,_ , i . ) O'RAW!NG NUMBER 5AfCD PRODUCTS • NEW HOPE, MINNESOTA flEOFIJER flit PIVtT NUMEER 8563 DRAWING NUMBER DRAWING NUMBER 5AFOJ PAOOUCTS • NEW 1<PE. MINNESOTA IRED'D:RPNMRJ NUM8EA B6S3 DRAWING NUMBER ---------, ___ . --------SAF<D ~ • NEW HOPE, MINNESOTA A:DRCEA. FNJIIIIFff NI.MBER 6553 ICIW-•---11• ----------~---------•= ' -4 ' • '· ,0 1/'l" 1~ IMOIUS ("fYP!CAL) • .12 MTTER PROP. F'.S. OR A.C. PAVEMENT ''"MIN.. NOTE: WHEN US!NG VARtABt.E CURS FACE HEIGHT OF BE"MEN 1'" ANO e• C.F. HOLD 4:12 BATTER AND a• CONCRETE BELOW FINISHED SURF ACE '1:-0" 1/4" } •• -i----~B'"-_____ _, ~rs , ... r/ .. .,,_ --' ·. · -. 'h3 BATTER ·s. •' ·-.,. :. . ··• .I. AT O.SOl< • ~· MINI -+-----1r-".;.·.;.· ,~·-·. .. . . , ~ ~ ".' •..... ; ~-;/-~ :{.\; :,:._.:: .. · .. ····. ,' ,, . '· ... I 2·-1· . I NOTE: CON1l!OI. .-TS TO BE A MINIMUM 1/4" Bll\lMINOUS FELT AT 24' 0.C.. MAXIMUM AND AT BEGINNING ANO ENO OF CURVES NOTI:, WEAKENED PLANE JOINTS AT 10 FOOT INTERVALS AND MAY BE SAWCUT NOTE: CONlROl JOtNl5" 'TO BE A MINIMUM 1/,,- 811\JMINOUS FELT AT 2.f O.C. IMXIMliM AND AT BEGtNNIMG AND END OF CVR\o£S NO'TE: ~ PlJINE JOINTS AT 10 FOOT INlERYALS AND WAY BE SAWCUT DETAIL "l>t. 0 6" Pt.ANTER CURB · -NOT-To SCALE 4• P.V.C. Sl.EEVE-lHRE"ADED ADAPTER wtTH ,i.• DIAMETER BRASS THREADED FERRULE PROPOSED FINISHED GRADE OF DIRT CONSlRUCT CONCRETE · ....... ··: . ' . . . . . ' . •. .·.. . . . ' . . . :; . . ... • ...... · .. INST'Al.L ~BRI\ FOUNDRY' e9 Ofi!IMETER A-2027 TRAFFlC WEIGHT VANOAl PROOF ~VANf'ZED COVER AND FRAME OR EOUIVALENf FLUSH WITH PROPOSED GRADE OR SURFACE. COVER SHALL BE MARl(E{) "SEWER• ; . ,:·_ '·:. ·. , . . . . . . ;. . . ·,. .. . ,·.• . . . .,. . . :-•: ·•.•: '. ,: ' :-.. , ' ~ PROPOSED FINISHED ,a.l SURF'ACE OR A.C. PAY™ENT • (Cf.ASS 520-C-2500) r 8 s· .. __ ..... --'r I AROUND FRAME AND '---'---"'---"-' •• '...._j PIPE __/r 4" 01A. P,Y.C. L4-+-!'J RISER INSTALL PLUG AT ENO OF LATERAL MAINLINE W"1'E FTTTING WllH 4• BRANCH .DETAIL •s• ® 6" CIJRBWITH 18" GUTTER NOT TO SCALE IITTll I ll~i'll 4• SCH. 40 GALY. STEEL PIPE ">12.5"le2.5' SIAMESE CONN. WllH CLAPPER INTERNAL CHECK VALVE (!'OTTER-ROEMER ,15731) IIEIII Ill 4• GALV. COMP. FLG. 11=111 Ill ~ 6'"x1.5' e,. PVC Cl-150 C900 --'--.:,,_ --t-~ 1 /8" PER FT. MIN. DETAIL "E'® SANIJ:ARJ SEWER CLEANOUT NOT TO SCALE FIRE DEPAR"TMEl'IT NOTES MAINLINE SEWER PIPE 1, PRIVATE F1RE H'Y'UFtAPfl'S. SPRINKLER CONTlffll.. ANO POST INDfCATOR VALVES. AND RISERS TO FlRE DEPARTMENT CONNECnoNS SHALL. BE PAINTED SAFETY RED. 2. All F'fRE 1-fYORANlS SHALL HAVE A -et.UE REFLEC:TIYE PA\1:MENT MARl<ER'" INDICATING ITS LOCATION ON THE SlREET OR DRIVE PER 'THE CARLSBAD FIRE OEPARlMENT STANDARDS. 00 PRIVATE PROPERTY lHESE MARKERS ARE TO BE MAINTAINED IN GOOD CONDITION BV THE PROPERTY OWNER. 3. All FERROUS ANO MET'AlUC UNDERGROUND PIPE ANO FITTINGS SHALL BE PROTECTED WITH CONTINUOUS POLYETHElENE SLEEVES AND COATED PER N.F.P.A. REOltlREMENTS ANO PER CtTY OF CARLSBAD FiRE DEPARTMENT STANDARD AS-06. bPE Of TO BULOING DETAIL •p@ FIRE OEPAIIDoENT CONNECTION DETAR. 3'-0" : I ,._ .. I 1'-8" ' ' /4" .L,. AT Q.5mt '·"' MINIMUM '·'"' -- NOTE, 00\ITROI. JOINTS TO BE A MINIMUM 1/4" BtTUMINOltS FELT AT 24' O.C. MAXIMUM ANO AT BEGINNING AND END OF CURVES NOlE: WEAKENED PlANE JOINTS AT 10 F'OOT INTERVALS AND MAY BE SAwtUT DETAIL "C" 0 3 rT. WIDE DRAINAGE SWALE NOT TO SCALE SEt.EC'T BACKFlll wrrH PilO 1'0CKS LARGER lHAN 3,. IN OIAMElER . ~-. ' .. · .. !'I . ~ ...... ·~' . . ~ .· . ',:□!•· .... •, ; . : . . . . . ·. . ·. ·:·.:·. ·· .. :.· -. . . . . ·:' . : . . .. . . . . -._;::;:::.-- . , ... PIPE 0.0. •• NOTES: (1) FUR lRENCHES OE.EPt.R lHAN 4 FEET, FOLLOW REQUIREMENTS Of 'Tl-IE EARll-tWORK SPECIFICA TYON. (2) BEOOING MAlERIAl SHALL CONSIST OF SANO. (3) NEW FIRE SElMCt LINES SHALL HAVE A MINIMUM COVER OF' JO-IN NOM--l'RAFFIC AREAS AND A MINIMUM ~ OF y;• IN lRAFRC AREAS PE!lt N.F.P.A. 24-SECTION 8. 1 AND SHALL BE PROTEC'Tro AS PER N.r.P.A. CODES. (4) ALL EXIS'TING Sl/l!F'ACts OF PA\IING, CURBS, SIDEWALK AND SOFTSCAPE SHALL BE REPA~D OR RESTORED TO A 00\IDITION v.HICH EXISTED PRfOR TO DEMOLITION AS REQUIRED FOR NEW UTILITY CONSTRUCTION. (5) EXIS'IING SOILS ARE CONSIDERED TO BE MODERATELY CORROSl.t: TO BURIED UNCOAlED FERROUS-9ASEO METAL PIPE. FOLLOW RECOMMENDATIONS IN THE JOB SPECIACATIONS FOR ll-lE INSTALLATION OF CONTINUOUS POL'YElHELENE PROTECTIVE COATINGS ON METAL PIPES. DETAIL "D' UTILITY TRENCH DETAIL NOT TO SCALE CONTRACTOR TO USE SEWER FORCEMAIN TRENCH DETAft. ON SHEET C15 ANO WATER PIPE LINE DETAIL ON SHEET C1S ANO NOT THrs DETAIL ·o· SHOWN HEREON, ---. -- rr"-o· DRAWING NUMBER SAfCO PAOOUCTS • NEW HOPE. MINNESOTA AECKIER rHl'IIIRI" NUMBEA 8653 ----,_______ ·-•-u.------- 3'-o· 3'-0" ------+----="-------1 NOTE: CONTROi. JOINTS TO BE A MINIMUM 1/4" 811\.IMtNOUS FEl. T AT 24' O.C. MAXIMUM ANO AT BEGINNING AND ENO OF C\JRv£S NOTE: WEAKENED PLANE JOtNl'S AT 10 FOOT INl'ERVALS AND MAY BE. SAWCUT DETAIL •a•® 6 rT, WIDE DRAINAGE SWALE NOT TO SCALE DRAWING M.IMBBl DWG 440-6 4of9S 5AFOJPAOOIJCTS • "'811/ HOPE, MII\INESOTA ----------JIEOROER_~PIIIFfl_ MJMBE!'I 8653 -·---~-------- - Architects RANCHO CUCAMONGA -FOLSOM -EMER.YY/lLE SOU1'HERN CALIFORNIA Virginie, Dore T ewer 10470 footl,i/1 Bovlevord Rc,nd,o Cucamonga Cc,llfomio 91730-3754 tel: 909-987-0909 {o,c 909-980-9980 tO • 0 z "'C ..... ro C 0 C 0) a::'. 0 E Cl) --t:: LL,< .... ro ro 0.. $0 .... 0) en Cl C -ro "'C Q) Cl) cn ro I... 0~ ·-,._ LL .c-c: --LL "'C u ro ro co "'C .0 ro Y) a::'. ro -I... ro ..... ..c 0 (.) Cl) C'\I I'--,._ (0 (.) -·---·--. ·------ -.. CONSULTANT MSL ENGINEERING, INC. CIVI~ ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT -102 w. ~ HW'f. STE. 4 SAN DIMAS. CA. 91773 (909) ""5-239• FAX {909) 305-2.397 6. 0&-2007 1tS CONFORMED 6. 4-0!l-09 MSl AS-BU!I. T NO DATE BY DESCRIPTION REVISIONS DATE: 06-19-2007 SCALE: AS N01ED PROJECT NUMBER: 04142.00 "AS BUil T" P.F'. 2.90& EXP."l•,2/•/IJ DATE REVIEWED BY: INSPECTOR SHEET DESIGNATION: DATE C2 w c111:~NirNG ~:1;~~~AD w. CARLSBAD FIRE STATION No. 6 •-DETAILS AND-SECTIONS· DWN BY: G.R.H. CHKD BY: M,S.L RVWD BY:_ ... ~ I DRAWING NO. 440-6 1-, ' i . i --!" ~1 ' i !•. I i r i I ' I DRAWING NUMBER 5AFCO PRODUCTS • NEW !-1!'.FE,. MINNESOTA REOl!OER l!PfFW:n NUM0EA 6553 . -. DRAWING NUMBER SAFCO PAOOllCTS • fiwEW HOPE. MINNESOTA AEDFICeR fN Mfr Nl.MEIEA 8553 DRAWING NUMBER SAFOJ PROOUCTS • Nf:W HOPE. MINflESOTA REORDER f!!lfPIIIRl" NlMBEFI 8553 DRAWING NUMBER SAFC.Q PROOUCTS • NEW HOPE, MINNESOTA AEOFDER flt FIIIUfr NUMBER 6!5!53 DRAWING NUMBER SARD PACOUCTS • NEW HOPE, MINNESOTA FleCJfD:R !WPJIIRT Nlf,,ft'FI-8553 \. DRAWING MJMBER DWG 440-6 5·C1f ':15 8AFOJ PAODUCTS • NEW HOPE, MNNESOTA fEORC&I "'""""" MJMBEA 6663 , ___ ..... __ __ ----, ••• w. ......... ,... ------QUI·-• --------·-·--•...,•1a1a-- - - - - - - - m-l'al•wata-- - - - - - - - - ,.,.. .... _.,.1a---' ----- --------- I .,~..,...---/~ _,-/ ------/ / (25.0)FG_/ "' ' ~ ------------ r I I I I I I I I (31.95)AL 31. I 31.2 F'"G .5 rn (31.5)1"G j J ---_,\_.,.,,..,,,------f-.::'l I -~- BRUSH ~ ORADING AND DRAINAGE PLAN CONSTRUCTION 1110 I ES . 0 CONS'fflUCT e• ~ CURB PER DETAIL •A• SHOWN OIi !>IEET C2. @ COIIS11WCT .. COIICAErr ctJR9 /IND 18" ~ 0\/ER 12" MINIMtJM 'TlflCK !!5ll: MINIMUM COMPACTED CAL TRANS a.ASS 2 CRVSHEtl AGGREGATE BASE OVER 12" MINIMUM 1HICK 95,C COMPAC1EO i.o!S1URE COIIOl110NED (TO AT LEAST 2% 0\/ER OP11MUM) SIIBORAOE SOIL OVER COMPAC1EO NA11\IE GRADE PER DETAIL "B" SHO'IM OIi SHEET C2. @ COIIS11WCT 4" 1lflCK CONCRrn: SttlMllt OVER 12" -1lflCK 00,: CCMPAC'lm MOIS'MOE CONOlllONED (TO AT I.EAST 2~ 0\/ER OPTIMUM) SIIBGRAOE SOIL 0\/ER CC-"PAC1£D NA11\IE GRADE. REFER TO ARCHITEC'TIJRAL DRAWlr-lGS FOR LOCATION Of CONSTROCTION JOtNlS.. THICKENEO EDGES.. COLOR" AND TEXT\JRE. © CONS'TRUCT A Y' WIDE CONCRETE" DRAINAGE SWALE OVER 12• MINIMUM lHICK 95" MINIMUM COMP.ACTED. CAI. TRANS Cl.ASS 2 CRUSHED AGGREGME B'ASE' O~R 12• MINIMUM -1HICK 95~ CC-"PAClcD i.o!S1URE COIIOl110IIED (TO AT I.EAST 2% 0\/ER OPllMUM) .SUBGRAOE SOil 0\/ER -COMPAClED NATIVE GRADE PE'R DETAIL •c-SHOWN-ON SHEEl C2. · @ COIIS11WCT e• 1HICK .ilOO PSI C0NCRrn: PA\IEMEIIT 0\/ER 12" MIMMW 1lflCK 95l< MINIMUM COMPACTEO ~ 'TRANS Cl.ASS-2 CRUSHED AGGREGATE BASE <M:R 12" MIMMUM· 'THICK 9511. - ------------COMPACTE[n,~)ISTURE CONOtTIONEO (TO AT·l:EAST ~ OVER OPTIMUM}-SUBGRAOE.-SOIL OVER- ' COMPAClED MATIYE GRADE. REFER m ARCHllECltlRAl DRAWINGS FOR LOCA110N Of _ CONS'TRUCTJON JOINlS AND 1HICKENED EDGES.. © INSTALL 4° LONG PRECAST CONCRETE wtm.SfflP IN PAIEME'RT PER DETAIL SffOWN ON 'THE ARCHITECTURAL,_ DRAWINGS. . (z) CONSTRUCT SITE FREESTANlllllG WAl.L PER DETAll.(S) SHOWN OIi 111E ARCl!m'C'M>AI. DR'AWIIIGS. @COIIS11WCT O" COIICAErr ctJRII FACE HEIGHT AS SHOWN. @ COIIS'TR\JC'T 1RAIISl!IOII FROM O" TO .. CURB FACE •EIGHT AS SHOWII. @PAINT PARtCJNG · LOT STR9PfNG Pm err, OF' c-ARl.5BAD STANDARDS ON l"AVEMENT. All ADA liANOfCAP PARt<ING SIGMAGE. SYMBOt.S ANO SlRIPING SHAU. BE INSTAll.EO PER CURRENT ADA.-· STANDARDS ANO DETAILs(S) SHOWN ON THE ARCHfTEC1URAL DRAWINGS. @COIIS'TRUC'T BI.OCK WAI.I. ENCLOSURE WITII GATE !'OR TRASH. GtNERAfflR. TR'ANS!'OIIMER AND STORAGE PER. DETAILS SHO'MII ON ARCHllECl\lRAI.. DRAMNGS. @ CONTRACTOR TO HA\'E A lJCENSED !.ANO SUIM>OR TIE OUT ANO REl'lACE 1lfE EXIS'IING RECORD . SUR\O' MONUMENT. AND PREPARE ANO FILE WITH-'THE CITY ANO COUNTY A NEW CORNER REOORO· WllH THE REPLACED PROPERTY CORNERS IOEN11flED. REPLACEMENT ro BE VERFIED BY CITY INSPECTOR AND A COPY Of THE. ALEO CORNER RECORO-TO: BE SUBMITIEO-TO-l'HE CtTY BY SAID UCEllSID !.AND SIIR\IEYCJR. · · @ CONS1R\.ICT 12• MINIMUM 'TMIO( UNGR0llTED-. RIPRAP. wnH e· TO 139 SIZE ROCKS. ® CONS11<tJCT 12" 'MOE: COOO'llOO PA-m:FlN IN CONmE1E WITII 1/4" DEEP f!Y 1/4" WIDE GROO\IES AT 3/4" OIi CENTER. @ CONS11<tJCT A 6' WIDE COllt'RETE CROSS GUTTER 0\/ER 12" MINIMW 'Tf11CK 9!l% COM!'ACTEl) -MOtSTIJR£ CONDl'TIONED (TO AT L[Agf _2'1: O\o£R OPTIMUM) gJBGRADE"_ SOIL_ OVER-COMPACTED MA11\IE GRADE Pf" DETAIL "G" SMOWN OIi SMEE'! C2. @ CONSTRUCT 1a• Wl!IE COIICRtTE MOW STRIP NEXT TO 111E BUILDING PER DETAIL SHOWN ON ARCHITECTIJRAl.. DRAWINGS. @INS!'All 6' TAll ~~~~INK FENCE WITII A lUI' RAIL PER OETA~ OM ARCHllECTIJRAL O~ ... ,~ 'r& @) INSTAU.. ORANGE EN'v'IRONMENTAL FENCE ALONG LIMITS OF WORK. - I ( j ----/ I I I 1/ I I I \ -------7-- / I I I ~:--5-'" --/--I-~ _l / I lj_ _____ _j _____ J_ __ _ ' I \ ~; ---HE------ 'A, FD, 2" IP tONC. '\-, PLUG & 1.1 :JAL TAG 12 f:. ~ STAMPED LS' 6215 FLUSH vj.o N 1,9i'9,426.~8 . "' C'\/ f"4 E 6,262,B89.2~ ~ ELEV. (535.12) \ :,: \ FD. 2" IP W CONC. f PLUG & METAL TAG 2 STAMPED LS 6215 ~LUSH N 1,979,404.29 / E 6,262,884.38 \ ELEV. (535.20) \ \ .(32.6)FG '. . G' \ ' ')<'.,-~ ,,,_ ' '- ...... , .__BRUSH. ~---'-\ \ ' \ \ "< 537.0 \ ' '-'- \ \~ '-'- \ \ \ \ \ ~ \ \ , \APN 223-617-06-00 \ \ ~, \ ',\ \,_ ............. LOT 199 OF CT 9~0t MAP NO. 14379 CHABITAT CONSER\IAltON- ~N OPEN SPACE) \ \ i \ ' }~ .--"\. \ \ \ \ ' ~ / ~ \ I NOTE'. TO CON'JRACTOR! X 531.3 THE UAXIMUM HEIGHT CF PERIMETER WAUS. INCLUOINC - PfLASTERs_ SHALL NOT O!CEEO 8 FEET IN HEtGHT • · NOTE TO CONmACTOR: THE PROJECT WORK AREA IS ADJACENT TO """"'°""EN!'AI.I. Y -SENSlll\'£ HABIT AT l<NO'Aff TO BE QCCUptEO BY THE CALIFORNIA ------\ \____ . "" " GNATCATCIIER. DURING THE BREEDlNG SEASON PERIOD OF FEBRUARY CONTRACTOR IS REQUIRED TO sueMIT TRAmc CONTROL PlANS FOR 15 THROUGH .M.Y Jl. NOISE RESTRICTIONS WILL BE IMPOSED ON THE REVIEW AND APPROVAL BY lHE CITY'S 'TRAFFIC ENGINEER FOR ANY CONl'RACTOR THAT MAY AFFECT THE SEQUENCE OF CONSTRUCTION WORK TO BE PERFORMED Wf'THIN RANCHO SANTA FE ROAD. ALL AC11\/IT1ES OR REQUIRE THE USE OF SOUND BAlffitERS. REFER TO WORK ACTMl!ES IN RANCIIO SANTA FE ROAD SHAU. BE PERFORMED I J / / -------------/ ,,--- 0 1 -aoo~ 7i "' ... .., .., ('>I (',/1 0~ f;f " " U) U)~:'\· /'.,,. .,. " 2 '-- "" \ / I ( / / / / / / I I ----I I I N N EB EB 0 10 20 eo GRAPHIC SCALE: SCALE: t•-20• _No I ES 10 GENERAL CONTRACTOR & 1 .. THE ACCESS ROAD ALIGNMENT AND THE ENTIRE FIRE STA"'TION Sf'!'E rNCt.UOING lHE PARKJNG LOT AND ORtVEWAYS-ARE KNOMI! TO HA'vE. AREAS OF POlENlW.l.Y COMPREsstBt.E ANO/QR UNOOCUMENlED FILL MATERIALS THAT SHALL BE. REMOVED AND RECOMPAClEO OR REPLACED AS SPECIRED IN SECTION 02300. EAR'Tlf~ 1lfE PflO.ECT GEOTECHNICAl. REl'ORT IS IOENllAED IN SEC'!ION 02231, GEOTECHNICAL DATA, ANO IS AVAUBI.E FOR RE>lEW OR P\IRCtiASE !'ROil 'TlfE err,. 2. 111E COIITR'ACTOI> MAY E>IOOUNTER M/EAS r:1F ROCK ""Ell PEm'ORMINC SITE GRADING AND UTILITY -EXCAVATIONS FOR 1HE PROJECT. IMC\.UOING THE ACCESS ROAD. WHICK MAY REQUIRE THE USE OF LAROE EARlH MOVING EQUIPMENT IN ORDER TO RIP THE MA'TERfAL AT THE CON.TRAC'roR's OPTION,, THE CONTRACTOR MAY USE BLASllNG: 1M ACCORDANCE Willi THE REOUIREMENr3 SPEctRID IM THE. SUPPLEMENTAL Pfl0\1S10NS, SEC110N J00-2.11, BLASTlNG OPERA110NS." Architects RANCHO CUCAMONGA -FOLSOM -EMERYYJLLE SOUTHERN CALIFORi.~ Virginia Dore Tower 10470 Fooll,r/1 Boulevord Rancho Cua,monga California 91730-3754 tel: 909-987-0909 fox: 909-980-9980 co • 0 z ,::, ..... ro C 0 C (I) 0::: 0 E (I) ■-t: LL<( +-' ro ro 0. $0 +-' (I) (/) 0 C: ~ ro ,::, Q) (I) (I) ro ,_ o-£ ·-s.... LL .c,:: ·-LL ,::, u ro ro co ""C .0 ro ti') 0::: ro -,_ ro .... ..0 0 0 Cl) N I'--■ -!,,.., ro (_) CONSULTANT MSL ENGINEERING, INC. CIVIL EN<ltMEERS AMD LAMD SURVEYORS SPECIAUZIMG IM SITE DEVELOPMEMT 402 W. AP!f((M HWY. STE. 4, ~N OIM,\S,, rA. 91n3. (909} 305-2'95 l'AX (009) 305-Zl97 &. 3-2'-07 MSL AODElffllJMN0.2 6 06/07 6 7/24/07 CHANGE ORDER NO. 1 & 7/10/07 AS-BIIILT NO DATE BY DESCRrPTION REVISIONS DATE: 06-19-2007 SCALE: 1"=20' PROJECT NUMBER: 04142.00 "AS· BUil T" 2-26-& P.E 290.( FJ(P >"3/./6 DA1E. REVIEWED BY: INSPECTOR DATE: SHEET · DESIGNATION: C3 L.!:::SE;;;;;C11=0N==S-=2.=PROSE==Cll110N===OF=W0Rt<.===FOR;;;;;=SPE=Ct=F=IC=REOU=='REM=E=NTS.===B=ETWEE==N=TH=E=WORK=:;::H=OU=RS==OF=8•=· :lO=A.="'-=AND==3'=30=P=·"'-=====------.J PRIVATE ENGINEER'S NOTICE TO CONmAC'TUR @) INSTAt.L 12" 11fl0( CAllSHEO ROCK "'111 SIZE AT MINUS a" AT 1'1!'.ElfllWICE TO 1lfE Ell1S11IIG · Sooa:E GRADED DIRT ACCESS ROAD. "5"' 11flCK REll'lrn<()EO CONCRETE: SI.AB ovm 2• 1lf1CK ClEAN THE El<1!ITENCE ANO LOCAllOII OF ANY UN!Ja!GROUND tmtlTV PIPES. COIIDtJJ!S OR S'!RUCTURES SAND OVER. 10 MIL 1HICK PLASTIC MOISllJRE BARRIER OVER 2• SHOWN ON THESE Pl.ANS WERE OEITAINEO· BY A SEARCH OF n-lE AVAllABLE RECOROS. TO THE _ l'HICK CLEAN SAND O'VER COMPAClED MA TIVE GROUND. REFER BEST OF OUR KNOWt.EOGE THERE ARE NO EXJSTING Ullt.lltES EXCEPT AS Sl-f()MI OM THESE" PLANS. I SHEET II CITY OF CARLSBAD II SH95EETS [. . 5 . EMGINEERIIIIG DEPARTMENT . @REIIOl'E EXIS11NG ,IIIANOONED POtE. @ 4' TAI.L Bl.ACK VIIM. CHIIIII tlNI( mlCE WITII lUI' RAil. @ 4'_ Wl!IE CHAIN UNK mlCE GATE._: _ _ ___ _ ARCHITECTURAL. AND S1RUCT\JRAL DRAWINGS FOR AREAS OF lHE CON'TRACTOR IS REQlllREO TO TAKE DUE PRECAl.lTIOMARY MEASURES TO PROlECT THE UTILITY DEPRESSED SLABS. LINES SH~ ON 'THESE, DRAWINGS. THE CONlRACTOR FURlHER ASSUMES AU. LIABILITY AND 1---------------------' RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR ST1UJCT\JRES SHOI\W OR NOT SMOI\W ON ...,. TH1Ct( REINFORCED CONCRETE SI.AB DVm 2" 'TlflCK ClEAN SAND OVER 10 MIL 1HICK PLASllC MOtSTtlRE. BARRIER OVER 2• CON'TRACTOR-AGREES-THAT HE-SHALL ASSUME SOlE AND COMPt..ElE-RE'SPOP"9fElft FOR JOB srTE 'TlflCK ClEAN SAND 0\/ER BETWEEN 8" 'TlflCK AND 11" TH1Ct( CON!lmoNS OI.JRING 1'lE COt1RSE r:1F CONSlftUC'!ION OF 'TlflS PROJECT, INClUOIMG SAFETY OF ALL OALTRA~ Ct.ASS 2-AGGREGATE BASE "CM:R COMPAClED-MATtVE PERSONS ANO PROPERTY; THAT THts-REQUIREMENT-SHALl-APPlY-CONTINUOOSLY ANO-NOT-BE----_ GROllNO.. REFER TO ARCHITECTURAL AND S1RUClllRAL DRAWINGS'--LIMITED TO NORMAL WORl<ftlfG HOURS: ANO TMA T THE CON:lRACTOR SHALL DEFEND, INOEMN1FY AND 1--FOR_AREA __ s_OF_DE_P_RESSE __ o_SLABS. ___________ .... HOt.0 lME COUNTY. THE OWNER ANO THE. ENGINEER HARMLESS FROM ANY ANO ALL UA81LITY. REAL NOTE•• OR AU.EGEO. IN CONNECTION!) WITH-THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR UABfl.lTY ARISING FROM lME SOlE. NEGLIGENCE OF lME OWNER OR THE ENGINEER. ALL CONS1RtJCTION STAG!NC AREAS, EQUIPMENT /WO MATERW.S rrs THE LAW DIAL BEFORE YOU Ot<lt CARLSBAD FIRE STATION No. 8 PRECISE GRADING AND DRAINAGE Pl.AN . . .. ~ IM-(IIMl9 - ----AP . . WIWAM E. l'LUMME:R . . ~®'N~2J1fu'1xi>: 3-31_;-of-fA-P EJ<IS11NG OIST\JRBEO AREAS WITHIN EASEMEIIT5, P\IBUC '-CHKD BY, ;jl,s.i.__ 3901 DRAWING NO. 440"-'6 PLACEMENT, SPOILS AND 'TlfE LIKE WILL BE LOCATED Cl'LY Cl' OWN BY: _l,,!l,.8~ I PROJECT NO. RIGHT-oF-WAY AND CITY OWNED PROPERTY. R\/WO BY: M.S.L t.. ___ ..;.:_:..:.~---' ._ _________________________________________________ ...J... ___________ .,L_ ________________ J_ __________ _i I I r I i I I ~--.,-:• --------It," ----~-·•~ .. DRAWING NUMBER St>FQ) PA(lQI ICHi. -ME\11 ~MlrJttF50T1 --RECRJERINFNl'f /ltUM8EA 6553 .. , ..... ~--~--.---~- DRAWING NUMBER DRAWING NUMBER DRAWING MUMBER . . -. ·-__ ,, ., ' .... -. -.. SAfQl.PRQQI.ICHi -WEI.ti M9PG,MIJWtlF50Tf: SIK:0-~ihlEW.~lrJbFSCITI': &~ __ ---.,.. RECAlERIN FWff NllMBER 15553 ·-~--·..,•-ta---------------·- 0. 35 flECRJER f!H AIIRf NUM13ER 8553 •=•=-•,_,-._ .. ------------·--A:ORClER IN FWlT NUMo1BEA 85fi3 ....__ • ....,_~ma- " LA COSTA N0Rllf NE1ClfflORH000 3.1~3.3-3.5 CURRENll V BEING CRAOEO ~ UNDER CONSTRUCTION .. ------ DRAWING NUMBER INNESOIA RBJAOERfNPART NU'-EER.6553 ,., ..... ...,.,.ta - .. . ------·-···-·-~-. C. -~-·----- -\ -----------' -- -. ·-·-- DRAWING NUMBER -DWG 440-6" 6of95 ' .. . ~.6. -------------------. ------------------------------------------------------- I -------------------------- SCO PER VWD S-7 BY OTHERS 5.31.5 ±FG.LID 523.00l"'V 6"PVC S TV ----OML----------7 ..sEg:Xl:.i,ST'/;. _;S""DG&,=;E"":J•-1 TOWER 6 EXtSTING 2" CONDUITS (FOR COX COMMUNICATIONS CTV / / DIRT & \ 7~ ---------~\--""' -OHL-- ~~ 171.04' Architects RANCHO CUCAMONGA~ FOLSOM ~EMERYYlLLE SOUTHERN CALIFORNIA V;rgfriio Dore T °"""" 10470 Foofltill Bou/eo,ard Rancho c.,,,.,mor,go Coldomio 91730-3754 tel: 909-987-0909 ---OML------- _ y __ l_ ~~ -OHL-~~-------- fox: 909-980-9980 PP W O.H. ROPE AND NO Vv'IR!::S I I 0 "' -I I I / / I / / / I TREES HV-7 ,6. 542.2 BRUSH -------- • I I I ------- + I I / / I / / / / i:: ·"' /;..• ,,,.o . "' ~f'J ::,, "' SOOM: ELEC. TRANSFORMER / ':! V> NEW LIGHT POLE PER SHEET E-1.1 TYPtCAL 666 6869 --'\ -( -- -----~- I <.; "' BRUSH LOT 199 OF' CT 99-04-01 MAP NO. 14379 (HABITA.T·CONSERVATION \ l \+ \ \ \ \ \ ~ \ \ \ F'LANa OPEN SPACE:]-----------,. \i \ ' \ I ,.__ Si~ I <j,f' UTILITY PLAN CONSTRUCTION NOIES @ INSTAU. 4,. DtAMElER C900 DR18 PRIVAlE P.V.C.. SANITARY 9E'tW:R PIPE' ANO Fm1NGS. CONSTRUCT lRENCH FOR PtPE PER DETAIL -0-SHOWN ON SHEET C2. @ IN!rrALL SINCl.E-Wl'E: SOER CLEAN0U'T ASSEM!!L Y PER OETAIL "t' SKOW ON SHEtT C2 I @ CONNECT sm: SEWER 'TO !IUll.DIIIG SEWER AT A POINT 5 >RT m)M 1'IE !IUllDING (CR AS S>IOWN ON .1HE PLAN). CONFIRM LOCATION.. stZE. ANO-ELEVATION F'RtOR TO. INSTAUJNG.ANY 9TE. SEWER PIPE.. ® CONNECT SllE WA'YER PIPE TO' BUllDING WATER AT A POINT 5 FEIT FROM lHE BUILDING. CONARM LOCA1tON.-SIZE AND E'l.EVATION PRIOR TO INSTAWNG S11E WATER PIPE.. INSTAU.. SHUT OFF BALL VALVE Willi· A CAJlt A~ ANO A VANDAL PROOF ACCESS UO AT GRADE. @ IN!rrALL 1• DIAMETER ~P.Y.C. WAlER !'ff ANO FITl1NGS. 00,,S,,,UCT 1RENCH FCR Pl!'E PfR DETAIL "D" SHOWN.EU C2 . @ INSTALL ,:' DIAMETER P. V.C. lfAlER PIP£ ANO f1Tl1NGS. CONSl!UJCT 1RENCH FCR Pl!'E PER DETAIL •D" SHOWN SHEET C2. @ INSTAU. 8'")169 C900 DR18 P.V.C. 'NAlER: PIPE REDUCER 'MTH MEGA.LUG RESTRAfNT FTrnNGS. •@ INS'l'ALL a• DIAMF:Tm C900 DRIB P,Y.C. WAlER FIR!: LINE PIPE M!H ME<>Att!O SES'!RAIIIT FmlllGS 'TO WllHIN 5 FEET OF THE BUILDING PER LOCAL FlRE DEPARTMENT STANDARDS. CONSTRUCT TRENCH F'OR' PIPE PER DETAIL SHOWN ON SHEET C1& MINIMUM PIPE COVER SMALL BE 3ti" IN NON-'TRAFFIC AREAS -ANO 36• IN lltAFFIC AREAS PER N.F.P.A. 24 SECTION 8..1. TI-IE FIRE CONTRACTOR-SHALL BE.- RESPONSIBLE FCR OEID<M-NO/CONFIRMING lHE SIZE OF lHE UNE. *® CONNECT STTE FlRE LINE PIPE TO BUH.DING RRE UNE AT A POINT 5 FEET FROM THE Btllt.OOIG. CONFIRM LOCA l10N. SIZE AN[) ELEVATION PRIOR TO INST AUJNG l<HT SITE FIRE LINE PIPE. · *® INS'l'ALL FIRE DEPAlmlENT CONNEC'!ION PER DETAIL ... ON !!HECT C2 ANB ...... L ........... Fl>IAL LOCATION ANO ALL INSTALLATION DETAILS TO BE PREPARED ANO SIJ8M!Tlf0 BY lHE ARE . SPRtNl<LER. CONlRACTOR TO WLC ARCHITECTS INC. AFTER APPROVAL BY. 1HE LOCAL FIRE W-ARSHAt,.. - _____ AU, __ ~ __ TO_ 8E .. DONE PER N.F.P.A.. 13 AND_N.F.PA 24 STANDARDS ANO SPE;CtFtCATIONS AND THE REQtllREMENTS OF" 'THE LOCAL FIRE M"ARSMAL. THE FIRE SPRtNKl.ER CONTRACTOR SHALL BE RESPONSIBlE FOR CONF1RMING/DETERMININO lHE SIZE Of 'THE ARE SERVICE ASSEMBLY AND THE LOCATION Of ALL PtPING ANO REl.AlEO FACILITIES PRIOR TO INSTALLAllON. *®° INSTALL PUBLIC ONSftE JAMES Jl:JIIES COMPANY MOOEL NUMBER ,r3775 FIRE HYDRANT ASSEMBLY wrnt -A WATER VAl.VE PER CARL D-MUNK:tPAl-WAl'ER:-DtSTRICT STANDARD-ORAWING-NllMBER-.. W-12. . - ME&llll:M3 M:SlRit.lNT A11lN69--W¥.fFIIIN S FEET OF 'fflE 81::111::BffttO PER 1::.88it.l:: FIRE BEF¥,,RlMEN:Y: · 3l,tiNEl>ARBS. 00N9"FRU8f lRt:Nel I F8R PtPE PER Bclt'tll ·o· St IO'Mf 8N SI IEET 02. MINIMl::IM ee\ER SIIAl::L BC .W IN N8N lfMFR8 AREAS AN& 35• IN lRil'tme AREAS PER N.F.P.A. 2t-SE8'R8N 8.1. 'FHE ARE 68N=t'FWrK1R SI h'll::L BE RE'SPONSIBLE F8R 9ElERMININ9f00NARMIN8 TI IE 5e: ~ "ff IE LINE: -® INSTALL ,._ ROOF DRNN -lHROUGH THE EXlERIOR-wlNG WAlL TO SPL.As.-t ABO\£ GRADE PER-DETNL -0 -IPtSTAlL CONDUIT. PutL-EK»:ES. AND ·APPURlENANT FACllmES FOR-1HE NEW El.ECTRtC SEIMCE 'l'O -M SHOWN ON THE ARCHITEC.AWINOS. BUtlDtNG PER SOG&E. DRA'MNGS_ FOR-nus PROJECT INCLUDED tN THE SPECtRCAllONS BOOK AS AN -ENDIX. @) INSTALi. 2.S-DfAMElER fl.Y.C. WAlER' PfPE' AND FrTnMCS. CONS1'RUCT 'fflENCH" FOR PIPE PER' -. . DETAIL 'D" SHOWN ON SH . ·@ INSTALL CONllUl'T, PULL BOJCES, ANO APPURTENANT FACIUTif:S FCR lHE NEW lElEPltONE semcE 'TO lHE O BUILDING PER l'ELEPHONE· COMPANY DRAWINGS FOR THIS PROJECT INCLUOEO IN TI-IE SPECIFICATIONS BOOK 'cY INSTALL A 1,. DIAME'TER WA'TER GAlt VALVE MTN A CAN ASSEMBl,Y AND A VANDAt. PROOF' ACCESS-UD AS AN-APPENDIX. AT GRADE. @ INS'l'ALI. A ,:' DIAMETER WAlER OAlE VA!.\'E M!H A. CAN ASSEMBLY ANO A. YANOAl. PROOF ACCESS UI) AT GRADE. . ® ~ GIIA!lE r DIAMETER ..... VACUIIM VAl\'E ASS9411.Y -(UI.W.O. STANDARD m.-- ~~' (@ INSTALL AN AEIOW: -DE 1" DIAMETEl'! ~ PRES!l\lAE !!ACl<FlOII' PM:'IElffllR ASSEMBI. Y - O.M.W.O. .STANDARD DRAWINGS WtTH 1• PR'v. @ CONFIMf LOCA'TICIN. srZE AND EI.EVAlTOM OF OFF st IE 2.~ DfAMETER ANO S-DIAMETER WATER LINE PIPE PRtOR TO INSTALLING ONSITE WAT!R" PIPE. @) B8M1RM 1:88MP8N, 5flE' AN9 El-E\WH0PII 8F 9ff'JllE F BMAIE\Eif 3c11!:R FefteEMMN F'RIM 19 lllr.Rl.lif:Yf9 @ =~;:~·P:.Y.~-91..'tf/TllM SE"4W'.R I &tGE'.IMfN FIFE ANEt m'RNB!S. 88NS:W.r:x;:T" 'TRENBI I R:IFI PIPE PER~ SI IOWN 9N !St IEET 015. -· @) rNSTALL g-DIAMETER -PRIVAlE P.V.C.. SANITARY SEWER' PIPE AND F1T11NGS. CONS1RUCT l'REN0-1 FOR PIPE PER AIL "o• SHOWN ON SHEET C2. 6 CONTRACTOR TO '¥£RAY O~M SEWER PIPE POINT &.CONNEC'TlON LOCATION. S12E. AND ELEVATION PRIOR TO INSTAWNG ANY UF'SlREAM stlE SEWER PfPE.. 2 · 0 INSTAl:l: .., ~me SEWER" E-EINE 51EM18N ur=r 9'MIONo SI, S:'FtM-IMIBn. ep, ·2m!& e IN!#AY. MS:W.JO 88NEM=F AN9 ilJAHf6 1& .!tiikl/E lFfE' NEW' iEMPeFMR¥ SE\f.ffl -1::!FT s:t"A'ffBN AS SHOflJN. 0N--lt IE B::EO=mlOAL SH[ ~N. (@) REMOVE EXISlfM) A9ANDONEO REC'l't'UD WAlER UNE UNDER TI£ NEW ACCESS ROAD. C-AP AND SEAL OFF EACH ~ 'Tl-IE TWO EXPOSED PIPE ENDS. @ IN!rrALI. 'r lllAM<TER ~.Y.C. CON!ltl!r, P11t1. l!Ol<ES,, ANO Al'!'tllnEIIANT FACll.ll1ES FCR lHE NEW CABLE TELE\'tSION SERVICE TO 1HE-BUILOING PER COX COMMUNICATIONS DRAMNGS FOR lHts PROJECT INC\.UDED IM 1HE SPECIFICATIONS BOOK AS AM APPENDIX. -@ INSTAU. PIPING AND-APPUR'TENA~ FAC!Ul!ES-FOR lHE' NEW N'AlURAl CAS UN£-SERYICE TO THE BtHlDfN('} PER SOO&E DRAWINGS FOR lHts PROJECT INCLUDED IN THE SPECIACATIOtfs. 900k AS AN APPENDIX.. ~ @ INSTALL 3' DIAMETER. II" DEEP, 1.5 INCH M1N1MW ,m: ROCK-FILLED l'l:RC!ll.A.'!ION PIT. r,,, DMRTERSEWER \!Y" INSTAU 4"" DtAMETER' MillNIML SEWER l'!ll:JiftR1£R 1t;Af SMUT-OFF VAt\£ ON TH£ SEWER Olm.ET f'tflE INSIDE Of lHE BOTTOM FLOW LINE OF' THE. TRENCH DRAIN. SEWER VALVE TO REMAIN CLOSED AT AU. llMES EXCEPT FOR OISCHARGING WA'fER RUNOFF FROM WASHNO [)(Mft-lHE RRE. ~la.ES AND EOtltPMEW'f'. ,;;i, -DMRlER S'!ORM ORA"' . ~ INSTALL ,.-DtAMETER MANf:W:. STORM ORI.IN OU"RlER ltlRN SHUT-Ofr VALVE ON fflE 5TOAM DRAIN Pf INSIDE OF THE BOTTOM FLOW LINE OF THE lRENCH DRAIN. STORM DRAIN VALVE TO REMAIN OPEN AT ALL TIMES TO DRAIM THE RESPONSE DRt'fE STORM WATER RUNOFF ANO SHALL 8E Cl.OSEI) ONLY WHEN Ct.EA.MING THE FlRE VEHICLES ANO EQUIPMEN.T. @ INSTALL 't° lllAM<TER C900 ORIS P,V,C. S'!ORII MA"' PIPE ANO mTINGS. CONS'fRtlCT lRENCH FCR PIPE PER-DETAIL •o• SHOWN OM SHEET C2.. @ INSTAlL A 'fflEMCI! ORAtN S"tSTElf wmt A 00.VAIIIZEO GRATE 80!.lEl> 10 1'IE FRAME. 'llfE GRAlE SHALL BE SIJPl'IJED BY PACIFIC INC. '10IJEL lll-12-EZ OR EQl!IYALE>IT Al (!!(JO) 3.,._4314. lHE 1NS10E Cl.EAR DIMENSIONS Of THE TRENCH DRAtN SMALL BE 12 INCHES •DE BV 1EI DEEP. THE CONCRETE WALLS ANO FLOOR SIIALL BE 8 INCHES WlllE (lHIC1<) AND REINFOftOO) \\llH I/< lRANSl,fflSE U-BAA AT 18 INCHES ON CENTER AND (IA-LONGITUDINAL REBAR AT 5 INCHES OM CENTER IN THE WM.t.S ANO Fl.OCR. AU. C0NCRE SHALL BE POURED-IM PLACE AT 4000 PSI. & @ 2.5" DIAMETER E!AU. VALVE wmt CAN ASSEMBt Y. . @ 2• DIAMETER PRESS\IRE REDUCINO YA!.\'E Wllll VAi.VE BOX. *THESE NOTES ARE "FOR REFERENCE ONLY.• SEPARATE OETAILED PLANS PREPARED BY 'THE CONTRACTOR' ARE TD BE SUBt.11TTED TO. ANO BE APPROVED BY. THE FIRE DEPARl'ME.WT FOR All St'TE FIRE PROTECllON SYSTEMS. BRUSH ~~ (,0 •" ' 1 D -- - ----- --. --G --.. / f'......_ I ....... ....._ I // / ~ --- CAUTION D:ISTING JOl"'T UTILITY AND 4• H.P. GAS LINE POC I I I I J I I I L ~I nl-- SEWER BASE BID NOTE INSTALL A 6" DIAMETER GRAVITY SEWER LINE,, MANHOI.E AND CLEA"'OUT PER COMSTRUCTtON NOTES · 41, 61 AND 82 AS Sl!OWN ON Sl!EET C4. DEI.ETt lHE FORCE SEWER LINE. UFT STATION SYSlEM, E:I.ECl'RICAl. ANO ALARM-PANEL PER CONSTRUCTION NO'TES 60, 63 AND 64 AS SHOWN ON SHEETS C4, C12. Cl3, c,.; ANO C,S. TE BID NOTE INSTALL A 2• DIAMETER FO UNE, A SEWER E-LIFT STA'!10N SYS'!DI, E:tEClRtCAL AND ALARM PANEL PER CON 60. 63-AND 64 AS SHOVM _ ON SHEETS C4. C12,. Ct3. C14 ANO C15. CAP W 6 GR-A'IIHY SEYl£R LINE Wl'fH A TEMPORARY PLUG 1 EAM OF lHE: urr STATION S FUTURE CCNNECTION BY OTHERS. E SEV1£R CLEAN0UT PER CONSTRVCTION NOTE 41 0 NOlE 10 CONlRAC'!OR: THE PROJECT WORK AREA IS ADJACENT TD EPMRONMENTALL Y SENSm\'£ HABITAT KNOWN TO BE OCCUPIED BY l'HE CALIFORNIA ONA TCATCHER. DURING-lHE BREEDING SEASON-PERtOD OF FEBRU-ARV - 15 THROUGH JUl,.Y 31. NOtS'E RESl'RICTIONS wtLL BE IMPOSED ON l'HE CONlRACTOR THAT MAY AFFECT THE SEOOENCE or· CONSTRUCTION _ ACTl\/llllES OR REQUIRE lHE USE OF SOUND BARRIERS. REFER TO SECTION 6-2. PROSEWTION OF WORK, FOR SPECIFIC REQUIREMENTS. . CONl'RACTOR. ,S REOUIRED TO SUBMIT lRAFFIC CONTROL PLANS FOR REVIEW AND APPROVAL BY 1HE CITY'S lRAFAC ENGtNEER FOR ANY -WORK TO BE PERFORMED-WITHIN RANCHO SANTA FE ROAD. ALL WORK ACTIVlltES IN RANCHO SANTA FE ROAD SHAU.. BE PERFORMED BETWEEM-THE WORK HOURS OF 8:30 A.M. ANO 3:30 P.M. 0 N EB PROJECT NORllt 10 20 N EB fflUE NORllt 40 GRAPHIC SCALE: SCALE: 1"-20' LEUCADIA WASTEWATER D • 0 z "O -ro C: 0 C: Q) er: 0 E Q) ·--e LL<( +-' ro m 0.. so +-' Q) en Cl C: ~ ro -o Q) Q) en ro s... 0-g ·-!,.,,. LL .C'1: ·-LL "O o ro ro C: 0 ""O ..a ro Cl) er: m -I.. 'I""" .0 ro 0 0 en N r--. -!,.,,. m 0 CONSULTANT MSL ENGINEERING, INC. CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVCLOPMEl'IT 402 W. ARROW HW'f. STE. 4 SAN DIMAS,, CA. 91n3 (909) 305-239~ FAX (909) 305-2397 (!W,. _g ~ 0&-19-07 IIIMK S. lAMOI.JA£Ul(_ (R.c.E. 38382) EXP. O.:S-31-<>9 a.t.TE & 3-21-07 IISL ADOE!fflUU NO. 2 6 ll6/tl7 CONFORMED .&. 9-11-07 DEl.E:lE POST INDICATOR VAL\IE PER GREG RYAN 6 +-09-09 IISL As-atlll.T 6 6 NO DATE BY DESCRIPTION REVISIONS DATE: 06-19-2007 SCALE: 1"=20' 80 PROJECT NUMBER: 04142.00 - "AS BUil T" - ~ 2-Y..-/~ !STRICT P.E. Zllo<. ~.XP.:Z3/• ;'b DATE NOTE: EXtSTING SOILS ARE CONSIDERED TO BE MODERAlEL Y CORROSIVE TO BURIED UNCOATE[) FERRO\Js-BASED METAL PIPE. INSTALL CONTINUOUS PROTECTIVE COATING AND SLEEVES. L PUBLIC SEWER SYSTEM APPROVA APPROVED BY, LWD DISTRICT ENGINEER RE;VIE:WED BY: NOTE: ALL CONSTRUCT10N STNJINO AREAS. ECUIPMDIT AND MATERIALS PLACEMENT. SPOILS AND THE Ul<E WILL BE LOCATED ONl.Y ON EXISTING DIS'Y\JRBED AREAS WITHIM-EASEMENTS. PUBUC RtGHT-OF-WAY AND CITY O'MIIE:0 PROPERTY. PfflYAlE ENGINro!"S NOllCI;:-'TO CONlRACTM '!>IE EX!SlENCE ANO LOCATION OF ANY UNDERGROIJN[) UllllTY Plf'ES. CONOIJ!lS OR S1RucnJRES SHOWN ON lHE'SE PlANS WERE O!ITAIN!'.D BV A SEARCH or '!IIE AVAILAeLE REOO!!OS. TO lHE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTIMG UllUTIES, EXCEPT AS SHOW ON 'THESE" PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEAstlRES TO PROTECT THE UTILITY -LINES SHOWN ON 'THESE ORA'MNGS. THE CONTRACTOR FURTHER ASSUMES ALL UABtt.tTY ANI) RESPONSIBILITY FOR THE UTIUTY PIPES. _CONOUl'TS_ OR .SlRUCTURES __ SHOWN OR NOT_ SHO'Mil_ ON __ OONlRAC'TOR AGREES lHAT ME SHALL ASSUME SOI.E AND COMPLETE SESPONS!BIUlY FCR JOO sm: CONDITIONS DURING M COURSE Of CONSfflUCTION-OF l'HIS PROJECT. INCLUDING-SAFETY OF AU. PERSONS ANO PROPERTY:: THAT THIS REQUIREMENT SHAU. APPLY CONTINUOUSLY AND NOT BE -UMtTE:O. TO-NORMAL WORKING-HOURS;. -AND THAT. lHE CONTRACTOR-SHAU. DEFEND..-INDEMNIFY AND HOlD lHE COUNTY, lHE OWNER AND THE EMGINEER 11-tARMlESS FROM ANY AND ALL UABIUTY. REAL OR ALLEGED. IN CONNECTIOND 'MlH lME PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM lHE SOL£ NEGLIGENCE OF THE OWNER OR THE ENGINEER. ACE DAT8 1-800-422-4133 IT'S lHE LAW DIAl. BEF'ORE: YOU DIG! INSPECTOR DATE JOB NUMBER C4 SHEET • DESIGNATION:. . I SH~E:T I · CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT · · . CARLSBADFIRESTATio...Noc 6 PRECfSE lJTILITY PLAN . PU7I' !!Ale -~ . / r~~/ WILLfAM E. P!.UMM(R .. -·' ~/6.,tt"'? I ENGINFER P• .28176 EXP! 3-31- DWN BY: G..B,1::1. I PROJECT NO. I DRAWING NO. CHKD BY: · M.S.L. 3901 440-6 RV'M> BY: M.S,,L. . - i C--- ,--- L - i I ' I -- ' -, ~ I ! I ' I I ' ' DRAWING NUMBER SAFCO PAOOUC.. IS • NBN HOPE, MINNESOTA --- (/) N EB ffll!£ NOR'!H' PROJECT NOlfTH 0 ,o 20 40 BO GRAPHfC SCALE: SCALE: 1• -20• DRAWING NUMBER -- SAFGO PRODUCTS • NEW HOPE,. MINNESOTA NOTE, AnER THE: srn: OEMOl.mON IS COMf'lE1E. IN!ITAU. 112 FEET OF TEMPORAR'I' SEDIMENT CONTROL BEST MAPifAGEMENT PRACTICE SC-5-FlBER ROLL. ONSITE ADJACENT TO THE SOlffif RIGHT Of' WAY LINE OF LEVANlE STREET. - DRAWING NUMBER DRAWING NUMBER -5AFCO PROOUCTS • NEW HOPE M"""'5(J[ ~ -----.--:: .. --.. ··~· -------·--·--·------ --- STREET -~ LEVANTE ---------·-r-----s"ACP ___ ___::::_:::...:__:___::.__:_:__ ____ T 1-~-------------,------B""ACP w,-~r/Ji: ::?----------VI (II N -~ ~N I-w w ~ I CJ) Ill "" If I Ii ., If I I I! I I! I II g I I g d I I d ~ I ✓ I rd I I J.::::. © I I u ., I I I "I' I I I I I I II I II I I II ---- LIMIT OF DEMOU'nON (WOOO FENCE) EXtSllNG CONDOMfNtUM DE\e.OPMENT EXISTING TEMPORARY CITY OF CARLSBAO FIRE STATION NO. 6 3131 LEVANTE STREET EXISTING CONDOMfMUM DEVELOPMENT :, ::ii .. ·. .. . ·. 5 : ·: = EXISlTMG CONOOMINIUM DEVELOPMENT EX. =-BROW DITCH NOTE, SITE rM••O\'EMEN-rs ANO BUllO .. GS SHOI\W HEREON A•E COMl'II.El) FROM RECORD DRAMNGS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING/ DETERMINING 'llfE SURF.\CE AND BELOW GRADE ASBUILT IMPRO\IEMENTS ONSITE AND OFFStlE PRIOR TO BIO OPENtNG. NOTE, !T IS THE INTENT OF lHIS OEMOLmON f'I.AN FOR THE CONfflACTOR TO REMO',E AU. SURFACE ANO BELOW GRADE IMPROVEMENTS AND BUILDINGS FROM THE stlt. AND 10 LEAVE THE DIRT IN A. SMOOTH ANO UNYlElDING CONOl110N WITH A POSITIVE DRAINAGE SLOPE TOWARD LEVANTE STREE:T. E:XCEPT FOR PERIMETER WOOD FE:NCE: ALL STRUCTURES WERE REMOVE:D FROM LOT. ALL UTILITIES WERE: TERMtNA TED AND CAPPED AT PROPERTY LINE. ALL UNDERGROUND UTILITY PIPES, CONDUITS AND WIRES WERE REMOVED. BMP'S FOR SWPPP WERE INSTALLE:O. PARTIAL LEGEND LIMIT OF' ONSfTE: OEMOUTION ANO SAWCUT LINE FOR HAROSCAPE. ----- DRAWING NUMBER DRAWING MJMBER -.ti' V tf110!'G " -------7of95 --~ = ~ Wt 1-'Affl Nl.lMBEA 8553 -------.......... flllff..,.~------.._--·~ ~ -........ ~ ·-·---·---'--------- ~-N ' GENE8AL ONSI IE DEMOLITION NOTES 1. THE HOUffS OF ONSITE OEMOUnON SHOU. BE UM!1EO ltl !!a"<!N ?!OMM ltl +.OOPM MONt)W THROUGH FR!l1'Y. E>CCLUOING FEDERAL HOl.~. 2. ALL D£MOl.lTlON ll0RK """-1. BE .. ~NCE wm, THE: ~ RE!ltllATIONS AND APPUCABl.E CODES Of" THE cm' OF' CARLSB'liD AND wmt THE LATEST EOrrlCW OF lME STANDAAD SPEctACATIONS FOR PVEIUC WORKS CON51'RUC'OON. 3. >H'f CONTRACTOR PERF'ORMtNG womc ON THIS PROJECT SHALL F'AMllWN2E H9MSEl.F' wmt THE SITE AND SHALL BE SOLELY RESPONSfBlE FOR ANY OAW\GE TO EXISTING IMPROVElifENTS {WHICH) ARE TO REMAIN IN Pt.ACE) RESULTING OfRECTlY OR IN01RECTLY FROM HIS OPERATIONS. WHETHER OR NOT THOSE EXISTING IMPROVEMENTS ARE SHOWN ON THIS PLAN. 4. IF" -UM<NOW>I SUB-SURF.ACE STRUCTURE: IS ENCOllHTEftED DtlfllNG OE1110t!110N. rr S>IOtltO BE BROUGHT TO 'THE ATTENTION OF THE CITY OF CARl.58'!0 AND THE PROJECT ARCHITECT PRIOR TO PROCEEDING W!1H THE WORK. 5. OUST SHALL BE CONl!OOll.El) "" WAl'!cRINO. 6. PRfOR TO COMMENCING AW DEMOLmON WORK. THE CO~R SHAU Of!TAJN A FIRE HYDRANT WATER METER FROt.t THE CITY OF CARlSEW) AND THE MmR SHAU. BE USED AT ALL TIMES WHE:N WATER IS BEING OBTAINED FROM A err, OF CARLSBAD FIRE HYDRANT. 7. ~ l()OlfflON AND P'AOIECIIOfol' OF ALL t.rrn.mES ANO SURVEY MONllMENTS OF EVERY NATURE. WHETHER OR NOT THEY ARE SHOWN ON THESE DRAWINGS. ARE THE RESPONSIBllITY OF THE CONTRACTOR. THE CONTRACTOR wtLL BEAR THE TOTAi.. EXPENSE OF REPAIR OR REPlACEMENT OF UTILITIES ANO SURVEY MONUMENTS THAT HAVE BEEN DAMAGED OR DESTROYED DURING OEMOUTION. 3. AU. ONSITE IMPROVEMENfS WHICH ARE TO BE REMOVED OFfSITE S~ BE PFfOl'ERLY HANDLED AND DISPOSED OF !N COMPLIANCE WITH EXtSllNG CITY. COUNTV. STATE AND FEDERAL GUIDELINE'S ANO REGULA'nONS. 9. CONmACTOR Sf-MLL CONTACT 1'-IE" UNDERGROUND SERVICE ALEA'r,1-~22-41330 "'8 HOURS IN ADVANCE OF COMWENCEhilENT OF CONSlRUCTIOM,, F"OR EXISTING UTILITY LOCATIONS. THE CONTRACTOR IS REOUtRED TO TAKE DUE PRECAUTIO~ MEASURES TO PROTECT THE UTIUTY LINES SHOWN ANO ANY OTHER LINES OF RECORD NOT SHOWN ON n-ns DRAWING. 1 O. AOEOu,:n: BAA~ UOflTS, FlAGMEN, SIGNS ANO OTHER S<\mY DEVICES S""-1. BE PftOVtDED AS SPECIFIED IN THE TRAF'FlC MANUAL PUBLISHED BY THE STATE or: CAUFORNtA OEPAAlMENT OF TRANSPORll'.TlON LATEST EDITION AND THE CITY OF CARLSBAD. 1'. EXts'l'ING CffY ST~IS SHAU BE PCEPT C~ OF' ALL MATERIALS RES\JLTING FROM THE DEMOUTION OPE'.~TIONS. THE STREET RIGHT OF' WAY SHALL BE CLEANED UP DI\ILY. AS NECESSARY, TO MAINTAIN StlFE PEDES'T'RtAN ANO VEHICULAR PASS,\GE AT _AU. TIMES. 12. A.Pf'f MODIFICATIONS or OR CHANGES IN APPROVED DEMOLmON Pl.ANS MUST et:: APPROVED BY THE CITY OF CARLS&\O AND THE PROJECT ARCHITECT. 13. A COP'I" or THE: OEMOLmoN F'ERMrr ANO APf'ROYED DEMOt.rnON Pt.AN MUST BE IN 'THE POSSE'SSK)N OF A RESPONSIBLE PERSON ANO AVAILABLE AT THE SITE AT All TIMES. 14. ClEAN An.tACENT' STRUCTURES ANO JMPROVEMENTS OF DUST, OM, ANO DEBRIS C\USED BY OEMOlmoN OPERATIONS. AS DIRECTED BY THE CITY OF CARLSBAD OR THE PROJECT ARCHITECT. RETURN AOJACEJ'lf AREAS TO THE CONDITION EXISTING PRIOR TO START OF WORK. 15. CONTRACTOR IS REOUl'RED TO OOTAIN A D£M0l!TION F'ERMIT ANO UTlt.rrY DfSCONNECTION PERMITS FROM l'HE CfTY OF' CARLS8'0 ANO UTIUTY COMPANIES PRtOR TO COMMENCIPtG APf'f OEMOll110N WOR1<. ONSITE DEMOLmON CONSTRUCTION NOTES ~ SAWCUT AND REMOVE EXISTING ONSllE A.C. F'AVEMENT ANO AGGREGATE BASE FROM TI-IE SllE. 0 REMOVE FROM lHE SITE EXIS'nNC CONCRETE CURB. 0 ~YE EXISTING UotfT" FIOLE AND F'OUNOATJON FROM THE stlE 0 l!EMOVE l'l!OM THE SITE ALL LAWN SOO ANO Of!GANIC DEBOIS. VEGETAl!ON, 1"EE5, IOIAJOI! ROOT SYSTEMS,. RUBBISH AND OTHER MATERtALS RESUl.TING FROM 'THE DEMOUTIOM WORK AND SITE Cl.EARING OPERATIONS ANO DtSPOSE OF IN A LEGAL WANNER. SMOO'TH OUT DIRT TO A UMF"ORM CONDITION-AFTER DEMOLITION WORK ts COMA.El'EO. SITE IS TO BE LEFT CLEAN. 0 REMOVE FROM lHE SITE EXISTING UNDERGROUND AND ABOVE: GRADE UTILITY LINES TO INCLUDE BUT NOT BE LIMITED TO FIIJLL BOXES,. POWER, TELEF'HONE. NATURAL GAS, STURM DRAIN FIIPES. SANITARY SEWER, WATER. IRRIGATION. AND CABLE TEl.E\'ISION TO A POINT 2' FROM THE PERIMETER F'ROPERT't" LINE. ALL WORK TO BE DONE IN-CONFORMANCE wm+ CITY. COUNTY AND UTILITY COMPANY REQUIREMENTS.. RE.CORO DEPTH AND LOCATION OF CAPPED-OFF UTILITIES FOR FU1llRE USE BY 'THE CITY OF CARLSBAD. DEMOLITION CONTRACTOR TO COORDINATE ALL WORK WITH THE PROPERTY ~ F'RtOR TO COMMENctNG ANY WORK. 0 COr-rm-ACTOR TO VERIFY 'MTH THE: PROPERTY OWNER ALL snE FEATURES TO BE DEMOLISHED ANO REMOVED FROM 11-IE SITE (INCUJOING LIMITS Of' WORK) AND l'HE O.WERSHIF' OF SAIO IMPROVEMENTS PRIOR TO COMMENCING WORK. ~ REMOVE FROM THE SfTE EXISllNG ONSITE CONCRETE WALK. 0 ODIOVE FROM THE SITE E:lOSTINC C0NC0m DRAIN BOX. 110 I REMOVE FROM THE SITE EXISTING WOOD TREWS wmf COLUMNS ANO CONCRETE F'OOTINGS. EJ REMOVE FROM THE SITE EXtSllNG SIGN, POSTS AND ~ F'OOTINGS. @J •EIOIOVE FROM lHE SITE: EX!Sl!NG FlAG F'<JlE: ANO CONCRETE FOOTINGS. ~ REMOVE FROM THE SllE EXTS"TING CONCRETE BROW DITCH. ------- Architects RANCHO CUCAMONGA -FOLSOM-EMERYYILLE SOO'I'BERN CALIFORNIA Vlrginio 0crre Tower 104 70 Fooll,ill 80,,/e-vard l?oncho Curomongr:, Colifomio 917~754 tel: 909-987-0909 few: 909-98Q.99BO co • 0 z "'C -ro C: 0 C Q) a:: 0 E Q) ·-t::: LL<( ,+J co ro 0. j9C) ,+J Q) Cl) 0 C: -co "'C CD Q) Cl) co ... 0-g ·-,._ LL ..c: -■-(.) ... LL "'C c: ro ro co C) "'C .0 (/) a:: ro "t:: """" .0 (tl 0 C) (/) N r,... -,._ ro (.) CONSULTANT MSL ENGINEERING, INC. CIVIL Ef,IGff,IEERS At-ID lAi'ID SUl!\ltYORS SPECIALIZING IN SITE DEVELOPMENT "402 W. ARROW HWY. STE. 4 SAN DIM.\S,. CA. 91nl (909) ~0-2395 FAX (909) JOS-2""7 &. 3-21-07 MSl. ADDENOt/P,fN().2 AS-Bllll.T NO DATE BY -DESCRIPTION REVISIONS DATE: 06-19-2007 SCALE: AS NDTED PROJECT NUMBER: 04142.00 "AS BUil T" .A:?~~··-Z:;_?tr/6 P.E. Z61>& <Y-P 3•3/-a, DATE REVIEWED BY: INSPECTOR SHEET DESIGNATION: DATE cs fsiiffil C TY OF CARLSBAD . LU ENGINEERING DEPARTME:NT ~ ~ LOCATION MAP NOT TO SCALE CARLSBAD FIRE STATION No. 6 _OFFSITE FIRE .fil"A1JON DEMOLrTION PLAN - i I ---------- i I ' I ··-- - DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER -DRAWING NUMBER DRAWING NUMBER DWG 440--6 8of95 ---. - -·----... SAFCOPROOUCTS . ~EW HOFE, MINNESOTA SAFCO PFIOOOCTS • NEW HIYE, MINNEOOlA -' . -~ fNOO PFH3E'll.l8fS , ;,IQN..MJPC,.Ml•~FSOli' REORDER fN PWlf NUMBER 855a ....... .., ... UR SAFro~t,,sOPE,..MIN ~SV RIISJf NI.MEER 6553 ••••-•tiaM•w~ ~• I\IEW.HleE.."'N""""'A_:··;:;··;:;··_:-;_:-;_:·-;:;·;_:-;_:·..:•;:;-·:.:·_;;;··;;;·.c.:;--c;-c;--c;-Ca-Ca-aC·-======:..:··;:;··:;_', ,WOO PfOOUCTS • tE;; "°"" -,,esorA • _ -~_AEOROEF18'.'PAR'fNI..IMBER6553_ -... . -~-=-REIJflcaliJV~1lltiEA~53----•="------~---===.--------= -------•=•=--• ----,aw.-•-•-..-REOFOER 9t ~ NUMBER 6553 ;a;a-•f-,J•lllllllN-~---.e••-•,...•wi..------ 1/ ----- I \ I ( \ J I I I I I 1/ I / I -------------------) / T I I I I I ~--I-~-----1-- ( I -/----- ) ( / I /, / / (25.0)FG / ' (25.2)FG / ;/ !?_ L ---- / ,.. -r:.~'" _,X. (32.7)FG I / ;, //(31.S)FG • / .5 FG -- GRADING AND 08AINAGE PLAN CONSTRUCTION NO~ G) CONSTRUCT 6" CONCRETE CURS PER DETAIL "A" SHO~ ON SHEET-C2. @ CONSfflUCT 6'" CONCRETE Ctl!m' ANO 18"' GIJTirn OVER-t::i:'" MIN9MUM iHICI< 95% MINIMUM COMPACTED CAL TRANS CLASS 2 CRUSHED AGGREGATE BASE OVER 12" MINIMUM THICK 95% 'COMPACTED-MrnSTURE CONDlTIONE:D (TO AT LEAST 2,r; OVER OPllMUM} SUBGRADE SOIL OVER .COMPACTED NATIVE. GRADE PER DETAfL •B" SHOWN ON SHEET C2. 0 CONSTRUCT 4"' . ll-!fCK CONCRET'!:' SIO~AiJ( OVER" 12• MINIMU'A' THICI<' go;&: COMPACTro MOIS1'URE CONDITIONED (TO M LEAST 2X OVER OPTIMUM) SUBGRADE SOIL OVER COMPACTED NATI\£ GRADE. REFER TO ARCHITECTURAL (mAW~GS FOR LOCATION OF CONSTRUCTION Jmns. THICKENED EDGES. COLOR ANO TEXll.lRE. © CO"ISTRUCT A 3' wtDE CONCRETE DR'AIN"ACE SWALE OVER-. 12" MINIMUM 1HICK 95% MINIMUM COMPAClE!) Ct\L 1RANS CLASS 2 CRUSHED 1'GGREGATE BASi:; OVER 12"' MINIMUM "THICK 95~ COMPACTED YOIS11JRE. CONDITIONED (TO AT LEAST 2'.t OVER OPTIYUM) SUBGRADE SOIL OVER COMPACTED "IATIVE· G~:ADE PER DET'All •c" SHOW,-,, ON-SHEET C2. ® CONSTRUCT a--TH~ 4000 PSI CONCRETE PAVEMENT OVER 12" MINIMU~ THICK 95'.!ll: MINIMUM COMPACTED CAl TRANS CLASS 2 CRUSHED AGGREG'1'1'E BASE OVER l2~ MINIMUM THICK 95% COMPACTED MOISlllRE CONDITIONl:D (TO AT lEAST 2% OVER OPTIMUM) SUBGRADE SOIL ovrn COMPACTED NATIVE GRADE. REFER' TO ARCH!TECWRAL DRAWINGS FOR LOCATION Of CONSl'RUCTION-JOINTS AND THICKE~D EDGES. @ INSTALL 4' LONG PRECAST CONCRETE WHEELSTOP IN PAVEMENT PER DITAIL SHOWN ON lrl'E ARCHITECTURAL DRAWINGS. 0 CONS'mUCT stTE rn'rrsTAMDING WAlL PER OETAIL(S) SHOYM ON THE ARCHl"TI::CTIJRAL DRA'NINGS. ® CONS1'RUCT O'" CONCR[T[ CURB F'ACE HEIGHT AS SHOWN. ,_,o; /2 I Architects RANCHO CUCAMONGA • FOU/OM-EMERYYILLE / SOUTHERN CALIFORNIA VlrgJnfr, Dore Tower 104 70 Foothill Bov/evc,rc/ / RonchoCvcomongo CaMomia 91730-3754 / tel, 909-987-0909 fux: 909-980-9980 / co / -:" (~ \ I ! // ,,, ;"'" I • 0 z "O -ro C 0 •' C (I) 0::: 0 E (I) ■-"t:: u.<C +J ro co a. 19 (.) I -;:;- I fv-1 /s1f2 ---- --/ j 18 J I \ +J (I) en Cl C: -ro -o CfJ ro r I I I I 31.65 A . (31.95)AC ( 31. I - NB_9,/42'16°E 5~ -- 3 "' 532 3 .18F.S. I (31.S)FG ® CONSTRUCT 1R1'NSmON FROM o" TO 6'" CURB FACE: H0GHT AS. SHO'f'l"t. 5 ~. BRUSH ~ @ PAINT PARKING LOT SrRl~G F'tR CrrY OF CARLSBAD STANDARDS ON PA\/OfENT. ALL /tDA HANDICAP PAR~tNG SIGNAGE, SYMBOLS ANO STRIPING SHALL BE INSTALLED PER CtJRRrnT Ar>A STANDARDS ANO DETAILS(S) SHOWN ON THE ARCHITECTIJRAL DRAWINGS. @ CONS"l'RUCT BLOCK WALL ENCLOSURE wm-1 CA-r[ F'Oli' WAS~. GENffiAl"OR, 'fRANSF'CJRM!:R AM) STORAGE PER DETAILS SHOWN ON. ARCHITECTIJRAL DRAWINGS. @ coilfl'RACTO~ TO HAVE A l~~ ViNO SURVEYOR TIE ot.rr "AND-~'-Aet THE EXfSlll'fG REC'ORO' - SURV(Y MONUMENT, AND P~EPARE AND PILE WITH TI-IE. CITY AND COUN:TY A NEW CORNER RECORD 'MTH THE REPLACED PROPERTY CORNERS IDENTIFIED. REPLACEMENT TO BE \IERIF1ED BY Cl1Y INSPECTOR AND A COPY OF THE FILED CORNER RECORD TO BE SUBMITTtD TO 1HE CtTY BY SAi~ LICENSED LAND SUR\IEVOR. @ CONSTRUCT 12• MINIMUM 11-IPCI( UNGMU'!'ED RIPRA.P ~iH 5• TO B" SIZE ROCKS. @ CONSTRUCT 12" WIDE GROCMNC PA T"lfflN-N CONCRElr 1/i'TTH 't /4" ~ BY 1 /4" WIDE GROCM:S. AT 3/4" ON CENTER. @) CONS'1'fflJCT A 6' MJE CONCfl!ETE ~OSS GUTTER OVtR 12'" MINIYUM 'THICK 95'!: COM~AC"l'EO MOISTURE CONDITIONED (TO AT LEAST 2~ OVER OPTIMUM) SUBGRADE srnL OVER COMPACTED NATIVE GRADE PER DETAIL •G" SHO'NN ON SHEET C2. @) eoNS'fRUCT 1B'" wri,r c~ 'Mmr'-~W~ 1'0 'n-lE: ·euttDIHC -~ ·DCTAtl s"'°"" ~ ARCHITECTIJRAL DRAWINGS. @tNSTAll 6' TALL Bl.ACK V!N~K ITNCE Wl1H A TO~ RAIL PER DETAffiK'Wlll ON ARCHITECTURAL DRA'MN~ t4> @ INSTALL ORANGE EN~RONMEN:TAL FENCE ALONG UMtTS OF' WORK. . FD. 2" IP 'co~c:. w PLUG & M JAL TAG lZ ;._ STAMPED 6215 FLUSH .o N 1,979,426.38 . ft E 6,262,889.2~ ~ ELEV. (535.12) \ " \ FD. 2° IP W CON~ PLUG & METAL iAr:N.3J sr AMPED Ls B.215 FlusH N 1.979,404.29 / ( 6,262,884 . ...'iB \ ELEV. (535.20) '\ ' ' ' TsJ; '31., ' ' '-........__BRUSH --'-' ' ' ' ' 537.0 ' ' '-' ..._ \ ' \ -\- \ \ \ \ \ ! \ / 53 .r._, • ~ ., 3 ~----538 l \ "- \ - q 4,_:F \ VJ x'o 'l,'O \ '~"=''\,· \ RUSH \ \ "-\_ 22J-617-0B-OO "'-.._ LOT 199 OF CT ~ MAP \ \ ~ \ ' ',\ \,_ NO. 143°79" (HABITAT CONSERVATION ~N OPEN SPACE:,--\ \ 1 \ ' \ \ NOTE TO CONTRACTOR: , (32.6)FG • 531.3 ' THE MAXlMUM HEIGHT OF PERtMETl:'.R WALLS. l~LUDING PILASTERS, SHALL NOT EXCEED 6 FEET !N HEIGHT. "'IOTE TO COhlTRACTOR: THE PROJECT WORK AREA IS ADJACENT TO ENVIRONM~NTA:LLV SENSITIVE HABITAT l(NOWN TO BE OCCUPIED BY THE CALIFORNIA GNATCATCHER. DURING THE BREEDING SEASO~ PERIOD OF FEBRUARY - 15 THROUGH JULY 31, NOISE RESTRtC110NS WtLL BE IMPOSED ON THE -CONTRACTOR THAT MAY AITTCT .THE SEQUENCE OF CONSTRUCTION ' AC11VtTIES OR REQUIRE THE USE OF SOUND BARRtERS. REFER TO SECTION 6-2, PROSECUTIOPIJ' Of WORK. FOR SPECIFfC REOU!REMrnTS. \ ' ' ' l's'" ' I NOTE: -- }~ / I \ REl'm lO CASOA FOR STANDARD O~W!NGS I "" "\ \ \ "· "' CONTl'MCTOR fS RE"OUtRED TO SUBMIT iRAF'AC CONT!ffll PLANS F'OR REVIEW AND APPROVAL BY THE CITY'S TRAFFIC ENGtNErn FOR ANY WORK TO BE:; PERFORMED WITHIN RANCHO SANTA FE ROAD. All WORK ACilVITIES IN RANCHO SANTA. FE ROAD SHALL BE PERFOR!ltffi BETWEEN-THE WORK HOURS OF 8:30 A.M. ANO 3:30 P,M. ~ ~ \ @) INSTALL 12" THtCK CRUSHED ROCK WITH SIZE AT MINUS 3'" AT THE ENTRANCE TO THE EXISTING SDG&E; GRADED □nu ACCESS-ROAD. *5• THICK REINFORCED CONCRETE SLAB OVE:li' 2• 1'H?CK CLEAN SAND OV[R 10 MIL 1HICK PLASTIC MOISTURE BARRIER OVER -r° TI-IICK CLE.AN SAND OVER COMPACTED NATIVE GROUND. REFER ARCHliECTURAL AND STRUCTURAL ORAWtNGS FOR AREAS OF DEPRESSED SLABS. @REMOVE D:ISTI'4G ABANDO"IED POLE. -B"' THICK REtNFORCEO CONCR'ETE SLAB OVER 2• THICK CLEAN I I '-. ---- 534 5-'2 / 5 1 "' !; "' "' ., ~ \ \ \ f PRrvA 1'E ENOfNEER'S NOTICE TO CC!Nl'RACTOR I I ---I I CAUTION I -~ EXISTING JOINT UTILl1Y AND 4n H.P. GAS LIN£ 1EMPORARY CRUSHED ROCK AT A STABILIZED CONSlRUCTION ENlRANCE/ EXIT PER BMP TC-1 I J LEGEND -Xll-'!lF-lOI-TEMPORARY St!.T F9ICE PER BMP SE-1 VZZZZ7/J TEMPORARY CONSTRUCTION ENTRANCE/ E:x1T PER BMP TC-1 ~ TEMPORARY FENCED AREA FOR \'EH1ClE STAGING, STORAGE. CLEANING, FUELING ANO MAINIDIANCE: PER BMP'S NS-S, NS-9 ANO NS-10; CONSTRUCTION MATERIAL DELIVERY AND STORAGE PER BMP'S WM-1, WM-2 AND W-4: AND WASTE MANAGEMENT PER BMP'S WM-5. l'M-8 AND WM-9, N N EB EB PROJECT NORTH "!RUENORT>I 0 10 20 40 BO I GRAPHIC SCALE SCALE: 1••20' !IIQ]l:;S_,:o ~ CONTRACTOR &_ 1. THE ACCESS ROAD ALIGNMENT AND THE Et.lTIRE FIRE STATION-srrr. INCLUOfNG THE PARKING" lOT ANn < DRfVEWAYS ARE. KNOWN TO HAVE AREAS OF POTENTIALLY COMPRESSIBLE.. AND/OR UNOOCUYE"ITID FILL MATERtALS lHAT SHALL BE REMOVED AND RECOMPACTED OR REPLACED AS SPECfflED IN SECTtON .< 02300, EARTHWORK. THE PROJECT GEO'T!'CHNICAL REPORT IS IDENTIFIED IN SECTfON 02231~ GEOTECHNICAL DATA. AND IS AVAILABLE FOR" REVIEW OR PURCHASE FROM 1HE C!TY. 2.. ii-!( CTl"'1'RACTOR MAY ENCOU~TER· AREAS OF ROCK· WHEN PERFORMING SITE GRADING AND UTIUTY EXCAVATIONS FOR THE PROJECT, INCLUDING THE ACCESS ROAD, WHIO-I MAY REQUIRE THE USE OF_ LARGE EARTH MOVING EQUIPMENT IN ORDER TO RIP ll-lE MATERIAL, AT THE CONTRACTOR'S OPTION, THE CONlRACTOR MAY USE BLASTING IN ACCORDANCE IMTH THE REot.nREMENTS SPECIFIED IN THE SUPPLEMENTAL PROVISIONS, SECTION. 300-2.11. BLASTING OF'ERATIONS." - Q) (I) I,.. o-£ ·-s... u. ..c -c::: ■-LL "O o ro ro C: C,) "'C .0 ro (.f> 0::: co -I,.. ro T"" ..0 (.) 0 Cl) N r-,.,. -,_ co (.) CONSULTANT MSL ENGINEERING, INC. CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT ~ W, MRf1# HWY. STE. 4 ~ DIMAS,. CA. 9tn3 ("(19) 305--2'.595 FAX (909) 305-2397 .ADmlDlJMN(),2 NO DATE BY DESCRIPTION REVISIONS DATE: 06-19-2007 \ SCALE: 1"=20' PROJECT NUMBER: 04142.00 "AS BUil T" Z.·;%-/IJ P.E ZSl"X EXP. 3-3l•/D DATE REVIEWED BY: INSPECTOR SHEET DESIGNATION: DATE C6 THE EXISTENCE AND LOCATION OF ANV UNOE:RGROUND UTILITY PTPES, CONDUITS OR STRUCWRES SHOWN ON THESE PLANS WERE OBTAINEO BY A SEARCH OF THE AVAILABLE RECOROS. TO Tl-IE BEST or OUR KNOWLEDGE THERE ARE NO EXtSTING UTILITIES EXCEPT AS SHOWIII-ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROfECT THE UTILITY UNES SHOYM ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL UABIUTY AND RESPONSIBIUT"!' F'OR l''I-IE UTIUTY PtPES, CONDutTS OR STRUCTllRES SKO\IM OR NOT SHOWN 0~ 1-800-422-4133 fsHffil CITY OF CARLSBAD l..J!..._j ENGINEERIIIG DEPARTMENT l1'S lME LAW DtAL BEFORE YOU DIG! CALL AT LEAST TWO WORKING DA 'I'S PRIOR TO CARLSBAD FIRE STATION No. 6 WATER POLLUTION CONTROL PLAN SliND OVE:R 10 MIL THtCK PLASTIC MOISTURE BAR'RIER OVER 2'" CON'TRACTO~ A.GR~ fflAT HE SH'ALL ASSUME SOLE AND COMPlEl"E RESPO!'ISIBIUTY fOR JOB SITE· () ~~-A.._ EXCAVA11NC '/GAl_\;,.-0-TMICK CLEAN SAND OVER BETWEEN 8" THICK AND 11H THICK CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INClUDfNG SAFETY OF ALL CALTRANS CLASS 2·AGGREGAiE BAS[ OVER COMPACTED NATIVE PERSONS AND PROl"ERTY; THAT THIS REQUtREMENT SHALL APPLY CONTINUOUSLY AND M'OT BE GROU"ID. REFER TO ARCHITECTUFl!Al AND STRUCTURAL DRA'MNGS LIMITED TO NORMAL WORK'ING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY ANO FOR AREAS OF OEPRESSED SLABS. --HOLD l'HE COUNTY. THE OWNER AND 1HE ENGINEER HARMLESS FROM ANY AND All UABIU1Y, ~EAL 1------------------------1 OR ALLEGED, IN CONNECTIOND 'h'ITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING . NOTE: FOR: LIABILITY ARISING FROM l'l-lE SOLE N"EGUGENCE OF THE OWNER OR: THE ENGINEER. All COhlSTRUCTtON STAGING AREAS, EQUIPMENT AN[) MATERIALS PLACEMENT, SPOILS AND lHE LIKE Will BE. LOCATED ONLY ON EXISTING DtSTURBED AREAS WITHIN EASEMENTS, PUBLIC mGHT--OF-WAY ANO CITY OWNED PROPERTY. uNoERCROuND SERVICE ALERT ·-- . -CN SOU1l£AN CALl'CIRNIA. . - BEFORE EXCAYATINC. THE CONTRACTOR SHAU. VERIFY l'HE LOCATION OF UNDERGROUND-UTILIIES BY CONTACTING. Ulll.lTY UNDERGROUND SERW::E ALERT AT t-8CI0-422-4133 APPRO':_ED • !' ~ WILLIAM E. PLUMMER ~~ ,!ti-N~a1Wlx1': Y5i-t1-'&-rfl Dv.,; BY: c.R,H, I CHKD BY! _M~._,.s.~L--1 Rvwr> BY: M,S.L__ PROJECT NO. 3901 I DRAWING NO. _ 440-6 -' ' 1--- .t i ' I ' -. ------ ' l I- DRAWING NUMBER SAFCO PAOOUCTS • NEW HOPE, MINNESOTA fEO'IOERf!ltP!llfn"NUW!ERB553 \ DRAWING NUMBER SAFOO PRODUCTS • NE.w HOPE, MlNNE&lTA REORDER ~PIIIF:rf NUMBER 8653 DRAWING NUMBER DRAWING NUMBER SAFOJ PRODUCTS • Nt--W HOPE. MINNESOTA FElRDER E'NF'N'rf" NUMBER 6553 - -. DRAWING NUMBER SAfQ) PAOOUCTS • NE-N HOPE, MINNESOTA AEOROER f!N PIIIFl'f NUMilER 6553 •=•-...-.-~ -- - - --·-·----·-------·-------------.,._ • .,._EN-- - - - - - --•=----•-u------------. ---------------·-------· --------·---------------- ; . ",.. ·>· ·--·-' -··-..... , ...... L ...... ,_ .. . .. --, .. ,_;; , .. : .. :: , ... :. ; .. -' ·-~~-- 10+00 / / / / / 0 1020 40 I ' ......._' -I 1// I I , I / / I I I ) _... ,..- 1 \ \ I I I I I / --/ _... ~ I \ I \ I \ / V / / ,,,,, __ -_... ,,..,.--__ .,,,.. / / / I ' I I I I I I I I I I ,:: .,,, )<c I I I 80 I \ I I I I I I '1 I ; t I I I \ 1 I I I I I I I I I I / I I / /I '1 / 0 c§ 0:: t:: ;5 z <( V) 0 I (_) z <( 0:: 0 5 / I \ I I 10 0 11< :c 0 0 a: Z<fW r;?_ LL 9 g 0 ~ I / I/ I I / y I \ \ ; ..... -....... ;. ..... ; .. , ... ; ..... .-.::::.::;.; ~. :.L .. --·~-... , I: I I I I I I I ' \ \ I / I / I I \ \ \ \ I I \ 11 n \ '\' I \ I I I \ \ \ \ \ ' I \ """ \ \ \ \ ~ ··-; ... -; ... " "' .. ; 11+00 \ I \ I \ I I I I I : y I / I I / I ~ /1 / I / \ ) J v ITT r .,,or ,.,~ \ --- I y / / /I / I .. ..... l ··-·"·\ "~ ' 12+00 ;:EX.ST JUT n N FIRE STATION NO. 6 ACCESS ROAD SCALE: 1 • =40' "' 1 I I ~ \ II I I 0 n "' D ~ ~ \ I I 0 v " \ I \ D "' ~ 13+00 I I ""' ····.i:.:.:.:.:;..:.,· ···1·· "•i••····~ ···:··1. ' ., .. ;,. .... , .... _. ... ; . .,: ... i .; ...... } ..•. L .... ,-··1·-.... ~·--···~-.•••;-:~ .. ··::: .. :.~ No: 1 2 3 4 5 • ---·-····· ·-· ~ .: .... ; ...•. .,.t ... ,. ... -··-.. J ·---' -·-··· 4-: ; . :: . i. -· -----·-0--· - lDATA TABLE ,.ol DELTA/BEARING RADIUS lENGll-1 OOMMEN-is 1 N a9•53•5a• W -228.57' 2 A-23'29'40 1-00.00' 41.01' 3 N 66'2-t.'18" W -50.87' CURB DATA TABLE DELTA/BEARING RADIUS LENGll-1 COMMENTS N 89"53'58• W - N 89"53'58" W ,llp:.65"21'28-20.00" A-47"3435 3.00' t.-18"26 56 20.00' A-47"2850 3.00' s• PCCPA~O 12" AGGREGATE BASE 233.3S 263.03' 22.81' 2.49' 6.#' 2.49' GUTTER LINE s• CURB AND 10• GUTTER PER MODIFlED SDRSD G-2 s• CURB AND 18" GUTTER PER MODIFlEO SDRSO G-2 5• CURB AND 18" GUTTER PER MODIFlEO SDRSO G-2 6" CURB AND 18" GUTTER PER MODIFlED SDRSD G-2 6" CURB AND 18" GUTTER PER MODIFlED SDRSD G-2 6" CURB AND 18" GUTTER PER MODIFlED SORSD G-2 e• AC OVER 14• AGGREGATE BASE FROM_STA 234+05.24 TO 234+80.60 , .. , .. . ;I,: ~I-A:... ..zll .. ~ ~ --~· ' --~· "' ~ ?ifift?1TN'rl'ra1J~)·1rr1'n2r1"11~ CONCRElE CU!!!! AND ,.,.. Tm..-./" / / ....___CONCRETE CU!!!! AND ,.,.. GllTTER PER MODIFIED SORSO G-2 SHOWN \.,.. \_ PER MODIFIED SORSO G-2 SHOWN AS DETAIL ·e· ON SHEET C2 AS DETAIL "a· ON, SHEET C2 N01E 10 (X1N'IRAC'fOR, PCC PAVEMENT OVER 12" AGGREGATE BASE .JJT FROM STA 10+00 TO STA f2+61.55 ACCESS ROAD TYPICAL CROSS SECTION NO SCALE BENCHMARK: DESCRIPTION: K-302. A STANDARD DISK STAMPED K 302 1935, SET IN THE TOP OF A CONCRETE POST ELEVA llON: 533.39 NGVD 29 (Ml':AN SEA LEVEL) PER NGS DATA SHEET LOCATION: FOUND U.S.C.&C.S. BRASS DISC STAMPED "K3D2 1935" IN CDNC. MON. POINT LIES B.5' EASTERLY OF !:ASTERN BERM LINE ON RANCHO SANTA FE ROAD, 133' NORTHERLY OF ELEC"IRIC "TRANSMISSION LINE POLE MARKED "1L23011" AND "TL13B25" AND APPROXIMATELY 1.2 MILES NORTHERLY OF THE 1/IITERSECTION OF RA/IICHO SANTA FE ROAD AND LA COSTA A VENUE . TI-IE PRO.ECT WORK AREA IS ADJAC91T TO ErfflRONMENTAll Y SENSl1l\o£ HABITAT 91:NOW TO BE OCCUPIED BY lHE CAUFORNfA GNATCATCHER .. OURtMG.ll-lE BREEOtNG SEASOM PERIOD OF FEBRUARY 15 THROUGH JULY 31, NOISE RESTRtCTIONS 'MlL. BE IMPOSED ON 1HE CONTRACTOR THAT MAY AFFECT ll-lE SEQUENCE. OF <:OMS'TRUCTKJN AC1lvt11ES OR REQUtRE THE USE OF SOUND BARRIERS. REFER TO ··SECTIOM 6-2'. -PROSEctJTION ·OF WORK. FOR-SPECIFlC REQUIREMENTS. CONTRACTOR IS REQUIRED TO SUBMIT 'TRAFFIC CONTROL PLANS f"OR REVIEW ANO APPROVAL BY THE cnYS "TRAFFIC ENGINEER FOR ANY WORK TO BE PERFORMED-'M'THIN RANCHO SANTA FE ROAD. ALL WORK ACTIVlllES IN RANCHO SANTA FE ROAD SHAl.L BE PERFORMED -BETWEEN TI£ WORK HClURS Of. 8: 30 A.M. ANO. 3:.30 P .W. . ·-. -·-··-•-·. --··"" ·------·------. -· ... "". -·---··----··-------· -.. -.. --· ···-· ---·-·- DRAWING MJMB!:R . DWG 440-6 9of95 ·------------ ., •... , ...... Archite-cts RANCHO CUCAMONGA· F0f1«JM • EMERYYJLLE SOUTHERN CALIFORNIA Vir!inio Dore Tower 10470 Foothill Boulevard Roncho Cucomongo Califomio 91730-3754 tel: 909-987-0909 fax: 909-980-99B0 c.o • 0 z "'C ..... co C: 0 C (l) 0:: 0 E (l) ■-t: LL~ .... co ro a. $0 .... (l) en Cl C: -ro -c Q,) (I) Cl) co s... 0-g ·-I-LL ..c: 1= ■-LL "'C () co co C: (.) "'C .0 co (/) 0:: ro -s... ~ ..0 co 0 (.) en N r,.. -I-ro (.) CONSULTANT - MSL ENGINEERING, INC. CIVIL ENGI/IIEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT 402 W. ARROW HWY. STE. 4 SAN DIWIS_ ~ 91n3 (909) '105-2395 FAX (909) 305-23!17 !!l,J,. .£. ~ DS-19-07 WiRt< S. 1.AWOUREUX (R.c.E. 38382) E>c:P. 03-31-09 EWE 6 CY!>/rfl CONf'tlRIIED 6 <-09-09 MSL AS-BULT 6 6 6 6 NO DATE BY DESCRIPTION REVISIONS DATE: 06-19-2007 SCALE: AS NOlED PROJECTNUMBER: -04142,00 "AS BUil T" @,4:J;?;. ,z 2-ZG::U P.E. 'Z9,7~ EJ<P • .3-~/•,lt' DATE REVIEWED BY: INSPECTOR DATE SHEET C7 DESfGNATION: WI CITY OF CARLSBAD ENGINE:ERING DEPARlMENT II sH:Ts I CARLSBAD FIRE STATION-No. 6 ACCESS ROAD GRADING PLAN . -- """""" ......... rPPROVED _ WILLIAM E. PLUMME;R 1 _ :~E,~~1IDx~ .. ~33_J:-~ : OWN BY: _G.R..!i,__ I PROJECT NO. I DRAWING NO. CHKD BY: M,S.L. 3901 440-6 RV\\O BY: M.S.L.. L ·-' ' 7 -I I i ' ' ' 1- -DRAWING NUMB'ER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER ' ' DRAWING NUMBER DWG 440-6 10of95 _ ----~--.. ____________________ SAFCX) PRCIOUCT5 •_NEW_HfJPE.,MINNESOTA SAfCO PAOOUCTS • NEW HOPE. MINf'ESOTA 5AfQJ PAQOUCTS • ""2W HOPE, MINNESOTA SAFro PRODUCTS • NEW HOPE. MINNESOTA -..:::;_---=-----=--·--~=,.,.~~ --~--~ ..::.:.....--~ --~-:.:;:::--~---==-:.:.:;,_:-~~:a':" ... "'::3·C--S:-~---c_~c.--C~.a--------·-·c--c~-•-'=~=~=--• .... ___._ .... .----.. .. -...--..-◄iilf ... lllli:.:=w ...... ~.:a □-- SAFCOPROCM..ICTS • NBNHOPE,MINNESJTA flECFCl:A fl'IAIIAT NUM8ER ~ ---~-----. ---. - -, ............. ._.__--------------SAFCD PRJ0UCTS • N:W HJPE. MINN=SOTA RBJROeA ,,,,~ Nl.MHER855S --·--------·----~ffPiitiRTNA4HER6553 .,-- - - - -·-·-~-.... --..--- -- ' ---------- ' ' ------- ---------- ----f544J---_ -- / / / / / / / / ----- - I I -------1.---------- FS #6 ACCESS ROAD -8,= -_;,,.:----=-=--=---------~ ' ' ' ' ' ' ' ' ' ' / \ I ------ -- _ _) ______ _ 2:---... ----- DAYUGHT7-------- LINE I I I I I I I I I I I I I I I , I I I I I I I I ..., I I I I I I I ..., I I I I I I I I I I I I I 5.00% I I I I I I I I I I I I I ..., ..., I I I I I I I I I I I I I I I I I I I I I I I I I N \ u' ~ -\ 0 2.5 -5 \ 10 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I I ! I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ !;] '>-" I I I I I I I I. I I I I I I I I I I I I I I I I I I // ;j , ;;,, I _.,,• Q 1. 3_53,-.; I I , 1.74%1 r • --- I DETECTABLE WAR PER SDRSD 0 G SURFACE I ! ~05-24 'Rsf°' --..,/_~(525.S\) I I INTERSECTION GRADE I SCALE: 1"=5' BENCHMARK: DESCRIPTION: K-302. A STANDARD DISK STAMPED K 302 1935, SET IN THE TOP Of A CONCRETE; POST aEVATION: 533.39 NG\/0 29 (MEAN SEA LEVa) PER NGS DATA SHEET - LOCATION: FOUND U.S.Cc&G.S. BRASS DISC STAMPED "K302 1935" IN CONCc MON. POINT LIES 8.5' EASTERLY Of EASTERN BERM LINE ON RANCHO SANTA FE ROAD, 133' NORTHERLY OF ELECTRIC TRANSMISSION LINE POLE MARKED "TL2301l" AND "TL13825" AND APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO SANTA FE ROAO AND LA COSTA AVENUE NOTE TO CONTRACTOR: THE PROJECT WORK AREA IS ADJACENT TO ENVIRONMENTALLY SENSITIVE HABITAT l<NOWN TO BE OCCUPIED BY THE CAllfORNtA GNA TCA TCHER. DURING THE BREEDING SEASON PERIOD Of FEBRUARY -15 n-!ROUGH JULY 31, NOISE RESTRICTIONS 'MLL BE IMPOSED ON THE· CONTRACTOR THAT MAY AFFECT TI-IE SEQUENCE OF CONSTRUCTION ACTI-.,TIES OR REQUIRE TI-IE USE OF SOUND BARRIERS. REFER TO SECTION 6-2, PROSECUTION Of WORK, FOR SPECIFIC REQUIREMENTS. I I I I I -CONTRACTOR IS REOOIRED TO SUBMIT TRAl'FIC COIIITROl f'tANS FOR -REVIEW AND APPROVAL BY THE CITY'S lRAmC ENGINEER FOR ANY WORK TO BE PERFORMED WITHIN RANCHO SANTA fE ROAD. ALL WORK ACTIVITIES IN RANCHO SANTA fE ROAD SI-IALL BE PERFORMED BETVtffN THE WORK HOURS Of &.30 A.M. ANO 3:30 P.M. Architects RANCHO CUCAMONGA -FOLSOM .£MERYJ'ILLE soumrKN CALIFORNIA Virginia Dore Tower 104 70 Foothill Boulevorrl Rancho Cuoomongo Cofifornio 91730-3754 tel, 909-987-0909 fax, 909-980-9980 co • 0 z "O -co C: 0 C: (l) 0:: 0 E (l) -e ■-LL<C -+-co m a. .SU -+-Q) Cl) Cl C: -co "O Q) Q) Cl) co '-o-£ ·-s.... LL .c: -c:: ■-LL "O (.) co co cu -c ..0 co en 0:: m -'-co ~ .0 u 0 (/) N t-,. -s.... co CJ CONSULTANT MSL ENGINEERING, INC. CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT -402 w. ARRaW HWY'. STE. 4 SAN DIW..S. CA. 91773 (909) 305-2395 FIil( (909) :.M-2397 AS-!IUII.T NO DATE BY DESCRIPTION REVISIONS DATE: 06-19'2007 SCALE: 1"=5' PROJECT NUMBER: 04142.00 "AS BUil T" ~~~:.a~-i.:,._:._ 2-:?~ -/'<> P.i:. z~,7& t.XP,;,:u-,-" DATE REVIEWED BY: INSPECTOR SHEET DESIGNATION: DATE ca fsHEIT7 CITY OF CARLSBAD I SH95EETS I L_!Q_j ENGINEERING DEPARTMENT CARLSBAD FIRE STATION No. 8 INTERSECTION GR8_DE DETAILS PLOT DA1£: 04-0ll-09 - 1 I f--- l ' ' -. .- I I ' --- DRAWING NUMBER DRAWING NUMBER --· --· -----·--·-·------SAFCO PROOUCTS • NBN HOPf., MINNESOTA.-----·-------------------------_________________________ SAFCO PACOUCTS • NEW l-10PE, MINNESOTA ~DER rlf IW'l'f NUMBER 8Sm ------------- Fli}Al)ER r:N PART NUMElER 6553 - . ....---.... -~•·Nal"Gltl11'411.1111!__;.;._ _,.;,,;,,.. - - ------ - -............ s!Wlllf._la_ --------- -' .... .... .i," -; I EXIST JfJT w RIW IO' 12.6' I I I SAWC!JT I SAWC!JT ' 4~ trl tr EXIST PAVEMENT i REM(JIE EXIST--...., j-'~'! 7' I. "' MEDIAN i.. tt '•~ 1--_. 2Y. -I ::-ii .. , ) ) // ,r'·/ I, ; Iii 'fl •• TT I' : I' . , I i/' i// I/ /1 _/t: EX/Sr I IRRIGRION SlEEVE j j IRRIGATION SlEEVE _/ DRAWING NUMBER DRAWING NI..IMBER SAfOlPAOOUCTS • NEWHOPE.MINNESOTA SAFCOPAODUCTS • r-E.'tNHOPE,MINNESOTA ~ --' ---.::_::.------------,----~=.i~~~~---~------·--·;.;,_-----··,:__,------~-. ...:;;,.,,;_ --=-.-~··· =-=~=---=~:""""":;:,.:=. ... :.~,_~:,3 =-----------------~ --- , E R/W I w R/W O'-IO' I 63'-53' - 12.6' 63'-53' DRAWING NUMBER SAfOl PA00UCTS • NeN MOPE, MIM<iESOTA ~ f!H F'IUff Nl.MBER 6553 E RIW 0'-/0' -----. ---- ' i 5J' /0' 5,r-44' ?-J,& SAWC!JT ~-42: --E=x-,ST-i='-'PC.,.A-,,,.V""'EM-E=NT~..i 17V/JR..i;;iE~s""°"-i---_,a,,.__:c,:__--i EXIST PAVEMENT _27. .. I I ! ,{'11 Ji// ii " ' ' I I fl' /!C PAVEMENT OVER 14' MGREGATE BASE r, ~ EXIST' RE.CYClED WRER, TYP I . • I ' I ff TYPE 'G-r-, @~ MOD CURB zY. "-.... , " I ' '; Ii i,I EXIST Jur-/L: . fl' TYPE 'G' CURB & GUTTER AC PAVEMENT CNER tGGREGATE BASE ; 1 ,;' I 1 ;, ,, ···--·r; £XI~ JI IRRIGATION SlEEVE IRRIGATION SlEEVE 5,f-44' EXIST PAVEMENT 1,-REMOVE EXIST I ME.DIM Z7. - / r fl .'I /! I I/ I I ! I I I I rLnL(l' TYPE 'G' CURB & GUTTER fl' IC OVER 14' AGGREGRE BASE IC PAVEMENT OVER />GGREGATE BASE r, ', ' "'-EXIST RECYCLED WATER, TYP - NarE, --------- POSrTION OF NEW MEDll>N CURB VM/£S PEfl PLAN SCALE DRAWING NI..IMBER DWG 440-6 11of95 SAFCO PRODUCTS • NEW HOPE, MINNESOTA ~f/'rl'Wfl~AB653 -·-•= •• ------- Architects S001'.BER?o. CALIFORNIA V1,g1nia Dore Ta-r 10470 Footni/1 Baufevmd R<Jr,cl-,o Cucamonga Caltfom/a 91730-3754 le/, 909-987-0909 fax: 909-980-9980 co • 0 z "'O _. ro C: 0 C Q) a: 0 E a, ·--t:: LL<( ~ ro CtS a. .su ~ Q) C: -<:f) 0 ro "'O Q) a, oo ro .... 0.0 ·-~ LL ..c: .!!2 --LL "'O 0 .... c: ro ro roU "'C .0 Cl) a: CtS -,._ .,--.c ro 0 () en C\I r--. -~ CtS 0 FROM STA 233+93.08 TO STA 235+09.4I FROM ST A 23/+49. 66 TO ST A 233+93. 08 FROM ST A 235+09. 41 TO ST A 235+79. 80 CONSULTANT RANCHO SANT A FE ROAD TYPICAL CROSS SECTION NO SCALE L-. / NOTE<S> TO THE CONTRACTOR: CONTRACTOR IS REQUIRED TO SUBMIT TRAfflC CONTROL PLANS FOR REVIEW ANO AF'f'ROVAL BY THE CITY'S TRAFFIC ENGINEER F'OR " A~ WORK TO BE PERFORMED WITHIN RANCHO SANT A FE ROAD. All WORK ACTIVmES IN RANCHO SANT A FE ROAD SHALL BE PERFORMED BETWEEN THE WORK HOURS OF s,30 a.m. AND 3•30 p.m. BENCHMARK: DESCRIPTION, K-302. A STANDARD DISK STAMPED K 302 1935, SET IN THE TOP OF A COl>ICRETE POST ELEVATION> 533.39 NGVD 29 <MEAN SEA LEVEL> PER NGS DATA SHEET LOCATION• FOUND u.s.c.&G.S. BRASS O!SC ST AMPED "1<302 19:55" IN CONC. MON. POINT LIES B.5' EASTERLY OF EASTERN BERM· LINE ON RANCHO SMIT A FE ROAD, 133' NORTHERLY Of ELECTRIC TRANSMISSION LINE POLE MARKED "TL2:50!1" AND "TL13825" AND APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO SANT A FE ROAD AND LA COST A AVENUE DOKKEN ENOINEER!NO Mlllfflli• •at Slnflli:I et.m lll9!IN!17 &~?~ 11-30-06 Gl.EN P. PARKER IRCEi 66490} ~P. 06-3.0-0S DA.TE --.. CtJAlrORAIEO NO DA1E BY DESCRIPTION REVISIONS - DATE: 11/30/2006 SCALE:. NO SCALE PROJECT NUMBER: 1058 "AS BUILT" z.z,-& P.E. zam_ lcXP 3-:1/./b DATE REVIEWED BY• INSPECTOR SHEET DESIGNATION< ["'sREITl CITY OF CARL L_:'.__i ENGINEERING DEPARTMENT CARLSBAD FIRE STATION Ill<>, 5 DATE C9 D I SH~TS I TYPICAL CROSS SECTIONS N'PROVED WILLIAM E. PLUMMER '' --~ _;,, . f ,, s.J.-4 t-lo•t7'1. EPUTY CITY ENGINE£ PE 28176 EXP, 3·31·08 DATE DWN BY' I PROJECT NO. DRAWING NO. CHKD BY• ___ J90! 440-6 RVWD BY> :.::======:::====~ ---··· --.. ~ \ " • I - ! DRAWING NUMBER ~~-~·-------------,-•-•www ----- ' ' I Q ~ 4 5 6 7 DRAWING NUMBER ---:a.us .. •.--- - CURB DATA TABLE DELT A/Bc.l!R!NG RNJ/l/S I.ENGTH <'<"• , I llfl _,~._ -II r 1·-.,, ,. '1/f TAP~R --:,,,-5f5,1 2400,00' 119.49' =f7Fr 59'59" 4.l'VV f.".:> t.;7.1 •/56" 9'13" 7 . .,,.,, 2.0.44' S43° 2f2.<Y'W -1.64' SEE DETNL-NOSE FLAA£ /\=()" 2.6'3f' I 2391.00' I , ,, , 18.44' ,,' , ----r-,, ~- COMMc.NTS 8' CURB _,, " R '' G-1 8" ,:11RB PER S R' D r.-1 8' CURB PER $, G-1 8" CURB PER SDRSD G-1 ,,.. ........ Pl="~ ,1 G-/ 8' CURB PER SDRSD G-1 8'CURB PER SDRSD G-1 DRAWING M.IMBER SAF(X) PRODUCTS • NEW HOPE. MINNESOTA RB:FIOER ,,,, P#fJ ~ 8663 .. , ............. ..... IWDJ DE/IA/Be.MING R/JD/t/S -~ ' . -------,---- ---,- <&. DATA TABLE l£NGTH COMMc.NTS DRAWING NUMBER SAFOO PAOOIJCTS • NEW HOPE. MINNESOTA Fl&OFCEFI flt fll1llRT N1.1MBEA 8553 -................ ... I / /I ..,,,.,.14g, 2400.00' 737.79' - \ \~ \~'\ \ \ \ ' ' ' 5 -'i: I ' 530 ' \ '. , , 'RSF' UN£ /------~----T ----------------------+ 0 \ \ Rcw/X~ ______ 3.'.'.:~~, --~~\-------✓---' \ ---235+79/80 'RS, \ \ . \ , ... _ ON- -, , \ \ ,0° -san -Me,rcos Couhty; / \ ~~~ ¾t. 20, 19'5t;i 1 boi>k\. ~ 1(.0' R,T BEG1ft\fAW ,cur ~ept.\23, 1~80 as J ,/ / _ C? • \~ \ • '\ \ "-' ' ' r()'l ~lc.G;-t;JJ \ \ile lager8o-to8101 { I / u~ n ,· -' \ l ' 11111111111 REPUCc. STAI/PED CONCRETE. TO MATCH EXIST RANCHO SANTA FE ROAD W/1//;J EXIST LANDSCAPc.D ARE.A SCA!.£, I" =40' SEE. C-fl FOR DETIIIL 0 /0 20 40 80 -\' -..... -____ _,_, '~ --- DRAWING NUMBER SAFCO-f'AOOIJCTS • NEW HOPE. MINNESOTA fECKlER !l'l'fW'l'I" NUMBER 65~ DRAWING NUMBER DWG 440-6 12of9S -----------------·-----·-------------______ ., ____ _,,, . ..,,._.., __ ---------- I J.5' - fl' PVC IRR/Glfl'ION Sl£E:v£ _J SEAL £NOS WITH PVC END CAP DETAIL -PVC IRRIGATION SLEEVE ' 60' ~~y;;;;~ I"--~~~"~',_,,~~-~,'"',, 'c-lfl~-:r:::·,,:r1~1, , '----!!Nt.'--._~ ¥~ ."-. '-._, ~"' "-. ~ ·" / ' -'--··-----._ '---.___ '---.___ ·--.______ ~ ,:~-..__"" ---,, · AS~Nfi. ~ ~ ! . ~ 8 ;:!: oi lti ~ 20' 40' 120' (j) PETAIL-GS-11(!20') BAY TAPER. P'~20' " NOTECS> TO THE CONTRACTOR: CONTRACTOR IS REQUIRED TO SUBMIT TRAFFIC CONTROL PLANS FOR Rtv!EW AND APPROVAL BY THE CITY'S TRAFFIC ENGINEER FOR ANY WORK TO BE PERFORMED WITHIN RAI\ICHO SANTA F'E ROAD. ALL WORK ACTIVITIES IN RANCHO SANT A F'E ROAD SHALL BE PERF'ORMED BETWEEN THE WORK HOURS Of B:30 a.m, AND 3,30 p.m. 1'1/Jff: ~t:E StlEcT C·/6 FtJR WA'TEIF! /VOTES. ~ · BENCHMARK: DESCRIPTION: K-302, A STANDARD DISK STAMPED K 302 1935, SET IN THE TOP Or A CONCRETE POST ELEVATION• 533,39 NGVO 29 CMEAN SEA LEVEL> PER NGS DATA SHEET LOCATION• FOUND U.S.C.&G.S. BRASS DISC ST AMPED "1<302 1935" IN CONC. MON. • POINT LIES B,5' EASTERLY OF EASTERN BERM LINE ON RANCHO SANTA FE ROAD. 133' NORTHERLY OF ELECTRIC TRANSMISSfON LINE POLE MARKED "TL23011" AND "TL13825" AND APPROXIMATELY 1-2 MILES fllORTHERL Y OF THE INTERSECTION OF RANCHO SANTA FE ROAD·AND LA COSTA AVENUE, I SH1~ET II Architects SOUTHERN' CALIFORNIA Virgmlo Dore Tower 1 °"70 Foofli//1 Bov/<MJl'd Roneho Cuctn I IO!lgO Coltfomlo 91730-3754 tel: 909-987-0909 fen,, 909-980-9980 co ■ 0 z ..... -g C 0 C Q) cc 0 E Q) ■-t:: LL<( +-' ct1 C,j 0. .so +-' Q) c:: ~ Cf) Cl ct1 "O Cl) (I) (f) ct1 ,._ 0..0 --l,,_ LL ..c:: l!2 ·-c.> ,._ LL -0 c:: ct1 ct1 ct1 0 '"O ..0 en cc C,j -,._ .,.... ..c ct1 0 rn 0 C\I r-,... -I,,_ C,j . u CONSULTANT DOKKEN ENOtNEERINO WWW, d Dkk"n." ngi.n.<1eri.ll&,"O.JII fflllil'!i•.-.at 511/I.Jl,C\ftf ISSHl7' &~ ~ ... \,,.. 1!-30-06 GLEN P, PARKER lRCE; 66490) EXP, 06-30-Ga UAlE .l//)()£AIOI/M 2 NO DATE BY DESCRIPTION REVISIONS DATE: 11/30/2006 SCALE: 1'=40'. PROJECT NUMBER: 1058 "AS BUILT" . ¥,,~! 0 ,..,, Z-ZG-/1 P.r..ZSl2( ~XP3-"!t·tb DATE REVIEWED BY• INSPECTOR SHEET DESIGfllATION• DATE C10 CITY OF CARLSB~ II SHEETS [ ENG!NEERlfllC DEP'ARTMENT 9§ -- -. CARLSBAD FIRE STATION No. 6 MEDIAN fMPROVEMENT PLANS APPROVED . WILLIAM E. PLUMMER PE 28176 EXP• 3-31·08 PROJECT NO. 3901 l-18-tfl_ ·· OATic . DRAWING NO. 440-6 --,, ' --=:+ I~-- ! , ' ' I I I -r ---- DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DWG 440-6 ... I---------------------1----------------------lf-------------------------------+-----------'--------f------------------1------------------------13of95------1---------------- SAFCO PRODUCTS • NEW HOPE. MINNESOTA RBJRDER ~l'i!IR'r Nl.lMBEA 8553 SAFCO PRODUCTS • N8N HOPE. MII\INESOTA ~fl//¥~ Nl.lM8EFI 8663 SAFCO PRODUCTS • NEW HOPE,. MINNESOTA REf.l=IOER F!/'f FWfr NUMBER 8653 . ·-·--·-----•-. ---- - -- -- - w,w..-wl'Wf•,..tMl-~ ---..__.__,. .......... _,. • ._utl--..;...... - EXIST LANDSCAPED AREA __ TO REMAIN ~1+49. 66 'RSF' II. O' RT BEGIN SAW C/IT' 9. (J RT BEGIN BR' TAPER 232 SAWCIIT' UN£ _ __/ ST/lMPED CONC MEDIA¥ TO MATCH EXISTING PATTERN -- EXIST LMDSCAPED /!REA TO BE REMOVED ' sANTA FE ROAD NORTHBOUND RANCHO 8 2:! ~ n, ~ ~ :0 ~ ~-0 <: ~ • 0) NOFrrHBOUND RANCHO SANT A FE ROAD SAFCO ?RJDUCTS • NEW HOPE, MINNESOTA RHH:ER B¥ FINff NIJM9iiFI 6553 SA.Fe□ PRODUCTS • NEW HOPE, MINNEEl:lTA REOFD:R fl'f FWff NUMBER 6553 3AFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER !!'I' FlllFff Nl.JR,,ftFI 8553 -. _. --_, 191'1R-•lllllll'l'911't!MU•-----l&i...tt:lil!•Nlll'l'•lll&ta---=--...,__,----- EXIST STltMPED CONC MEDfM TO BE REMOVED EXIST CURB AND GUTTER----.. ~3+89. 09 'RSF' 9.0' LT MATCH EXIST CURB II. O' LT BEGIN SAWCtff SOIJTHBOUND RANCHO SANT,.. .c.g_ ROAD \. ' ' / t" ~ 'C' ~ ~ ~ ~ "6 -~ -e, • ~ ~ ~ -4. 1h ~ ,(f" 4. ~ 't"-- t------ ~ ~~ ~ '5 ~ -1h 4. ,(f" -'\ t" .;.,~ ~~ • 0 ~ -~ ~ 4. ~ SOlJTHBOUND RANCHO s . FE ROAD 235+16. 15 'RSF' ~ - INTERSECTION GRADE SCN.£, f'-8' SEE C-fO FOR LOCATION 9.0'LT MATCH £XIST b RB II. O' IJ BEGIN SAWCtff / '----SMCtJT /J, £ '---STAMPd CONC MEDIAN To MATCH EXISTING PATTERN NOTECS) TO THE CONTRACTOR: CONTRACTOR IS REQUIRED TO SUBMIT TRAFF'IC CONTROL PLANS f'OR REVIEW AND APPROVAL BY THE CITY'S TRAFTIC ENGINEER f'OR ANY WORK TO BE PERF'ORMED-WITHIN RANCHO SANTA F'E ROAD. ALL WORK ACTIVITIES IN RANCHO SANTA F'E ROAD SHALL BE PERFORMED BETWEEN THE WORK HOURS Of' Be30 o.m. AND 3,30 p.m. ' ~ -~ ~~ . 0 0 ~ !?> 4. ~ ~ ~~ ~ -e, .... -1h ~ 4. ~ EXIST LANDSCAPED AREA TO REM/JIN '---235+79. 80 'RSF' II. O' Frr END SMCUT 9.0' Frr MATCH EXIST CURB BENCHMARK, DESCRIPTION, K-302. A STANDARD DISK STAMPED K 302 1935, SET . IN THE TOP Of' A CONCRETE POST -E~EVATJOM, 533.39-MGVD 29-(MEAM SEA-LEVEL} PER NGS DATA SHEET LOCATION• F"OUND U.S.C,&Cl,S. BRASS DISC ST AMPED "K302 1935" IN CONC. MON. POINT LIES 8.5' EAS1ERL Y OF EASTERN BERM LINE ON ~MJCHO-SMJTA FE ROAD, 133' NOR1HERl Y OF ELECTRIC TRANSMISSIOM LINE POLE MARKED "TL2301f' AND "TL 13825" AND APPROXIMATELY 1.2 MILES NORTHERLY OF THE IMTERSECTIOM OF RMJCHO SMIT A FE ROAD MID LA COST A AVENUE ma-•-•-1.a- Architects SOUTHERN CALIFORNIA V1rgr,,1a D<,,e T~ 10470 Foolh/11 Etou/e,,ord Rt,,richo Cucamongo Co/lfomio 91730-3754 le/: 909-987-0909 fax: 909-980-9980 '° • 0 z --g C: 0 C: (I) cc: 0 E (I) ■-t: LL<( ca C,;3 a. C,;3 c.) -+-' (I) --C: • Cl) 0 C,;3 "'O CD (I) Cl) C,;3 ~ 0.0 ·-i... u.. .s:::: $ ·-Q ..... LL -g C: C,;3 e,;3U "'O .0 en cc: cc -..... ,-- ..0 C,;3 0 (.) Cl) C\I r--. -i... ro (_) CONSULTANT DOKKEN ENOINEER!NO ww"' .dak.k.c<1.o:1111,i11.o ,.,i.11.g, o:.<1m. .9.ffM'llt--211' 511Jt191C.nr ......... &?~L 11-30-06 GLEN P. PARKER \RCE; 66-490) EXP. 06-30--0a DATE· 6 ~-2lrl7 ,:d CIJ/VrtJ~MEO 6 6 6 6 6 - NO DATE BY DESCRIPTION REVISIONS- OATE: 11/30/2006 SCALE: 1'=8' PROJECT NUMBER: 1058 "AS BUILT" ~----~ :z-u-u , P.E. 'Ztfn& EXP ~~l-Ltl DATE REVIEWED BY• . INSPECTOR -SHEET DESKlNATION< DATE C11 --CARLSBAO FIRE-STATION No. S MEDIAN IMPROVEMENT PLANS APPROVED WILLIAM E.. PLUMMER • .DEPUTY Cl Y ENGINEER PE 28176 EXP, 3· 1-f..tB•l'Q DATE DWN_BY• I PROJECT NO. 11 DRAWING NO. CHKD BY• RVWD BY• 3901 440-6 I . . f------ i ' ,-. DRAWING NUMB!:R SAFC.0 PRODUCTS • NEW HOPE, MINNESOTA . 1-f;-------.--..,__ -REOAC£R FH MRl" M.1MBER. 855a , ...... _. ____ - ' ' -, ' ------- ·, .. _.,. .. ,._ -·-··-·-""" ,. DRAWING NUMBER SAFGO PROCIUCTS • NEVV HOPE. MINNESOTA REORDER 1W F"IIR"f NUMBER 8553 •= ..... ~-1.-u.a---- ADIA WASTEWATER DISTRICT SEWER NOTES DRAWING NUMBER SAFCO PROOUCTS • NE\1\1 HOPE.. M1NJ\IESOTA AEOFIDER Flf Nl'fT Nl..lfrMilEFI 8553 r•.-.. •.-rai,-Ull- I. ~.AL OF" THESE PUWS DOcS NUT REU£VE. TH£ IPPIJCANT, PRIVATE ENGINEER OF WOR'K, OR CONTR/!CT"OR'-<F.ROM RESPONSIBf/JTY FOR THE CORRE.CT/ON OF ERRORS AND OMISSIONS DISCOV£RE.D DURING OR AFTER CONSTRUCTION. 2. AL!.. DE:SIGN, M RIAI.S. AND CONSTRl.l(;T/ON WORK SHAL!.. CONFORM TO THE I.El/CAD/A WASTE:W/Il"ER DfSTRtr:r' /LWDJS£W£R STAN'DAI~ /IND TO TH£ REQUIREMENTS OF TH£ STIWDARD SPECIFICATIONS FOR PUB/JC WORKS CONSTRUCT/ON AND THE 'G/OttN.. STMDARD DRMINGS, MOST CIJRR£,rr EDITIONS. IN TH£ fYENT OF CONFIJCT WITH REGARD T '£WER, TH£ LWD SEWER STIWDARDS SHAU.. G(}l£RN. 3. LWD fJC{(NOWI.EDGES THAT 'RIVATE. SE:WER UFT ST/Il"/ON WILL BE REQUIRED FOR FIRE. STATION No. 6. THE CITY OF CARLSB/lD SHAL!.. BE RESPON.,""l.1:c FOR ME£TING AL!.. BU/WING, PWMBING AND ELECTRICN.. CODE:.S AND OTHER CITY OF C/JRLSBAD R£0/JIR£M£NTS H REGARD TO TH£ UFT STATION. 4. OSHA SPFEJY ORDERS MD OSHA WfTHOtff EXCEPTION. 'Nt::D SPACE ENT!'(f REQUIREMENTS SHALL Be FOL!..OWED /fl" ALL TIMES 5. THE CO,rf"R/CTOR SHALL HAVE A COPY OF SEWER NUTES 2. & 3. DOCUMENTS ON THE JOBS/TE /fl" ALL TIME£ ~ 6. THE. CONTR/!CTOR SHALL GIJ/JRANTEE ALL WORK F(J PERIOD OF ONE YEAR AFTER THE. D/Il"E OF FIN.AL ftCCEPT NICE 8'f LWD AND SHALL REPNR OR REPLl'CE ORK TH/ff" MAY PRrNE DEFECTNE IN WORKMIWSHIP /WO/OR MATERIALS WITHIN THE ONE YE/JR PERIOD WITHOUT EXPEN WH/Il"SOEVER TO mo. 7. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PU ON/Y. NEITHER THE PRNRE E.NGINEE.R NOT LWD GUARANTEE TH£ f'(XURACY OR COMPl£TEN£SS OF THE SEWER QU IT/ES. 8. PRIOR TO CONSTRUCT/ON, THE CONTRN:TOR SHALL SUBMIT SHOP DR 1NGS REPRESENTING ALL MATERIALS AND SUPPUES S/Il"ISFICTORY TO lWD. WORK SHALL NOT COMMENCE UNTIL slfi.~ MATERIALS ARE l>PPROIED 8'f LWD. 9. PRIOR TO BEGINNING SEWER WORK. THE. LWD INSPB:rOR SHALL BE FURNIS D THREE srrs OF CUT SH££TS AND SHALL COMP/Y WITH LWD STANDARD SPEC SURVEY R£QUIREM£,rf"£ IO. PRIOR TO BEGINNING SEWER WORK, CONTR/!CTOR SHALL SECURE A LWD PERMIT F CONSTRUCTION AND SHALL PR(N/0£ A MINIMUM Of 48 HOURS NOTICE TO LWO PRIOR TO CONSTRUCTION. II. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HIWE BEEN Of:!T AINED FROM THE JU AND/OR OTHER l>PPROPRIATE AGENCIES. IZ. CONTRACTOR SHALL CONFORM TO l.NJOR CODE SECTION ol05 8'f SUBMITTING A D£TAIL PLAN TO DISTRK:T ENGINEER SHrJN/NG THE DESIGN OF SHORING, BR/ICING, SLOPING, OR OTHER PROVISIONS TO BE MAD£ FOR PR(JT ION OF" WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION N/0 PIPE INSTALLATION T £IN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FNE FEIT OR MORE IN DEFrH. IF THE PLAN VARIES FR(J THE SHORING SYSTEM STANDARDS ESTABLISHED 8'f THE CONSTRUCTION SAFETY ORDERS, TITlE 8, CAIJFORNIA ADMINISTRAT CODE, THE PW SHALl.. 8£ PREPARED 8'f A REGISTERED ENGINEER. A COPY OF THE OSHA t::XCAVAT/ON PERMIT MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. 13. All.. SEWER F/ICIUT/ES SHALL BE INSTALLED fN DRY EXCAV/Il"IONS AND TRENCHES. CONTR/!CTOR SHALL DEWATER IWD MAINTAIN DE:WATERING CONTINUOUS/Y UNTIL THE WORK IS COMPLETED fNCLUDING PUCEMENT AND COMPl'CTION OF 8/ICKflLL MATERIALS IN A DR't STATE. ALL PIP£ ZONE MATER/I'/.. LOC/Il"ED IN wrr OR AREAS SUSP'ECP'£1D TO 8£ wrr IN THE FUTURE SHALL 8£ ENCASED IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATE:RIAL SHAL!.. B SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND l>PPROVA!.. CONTRICTOR SHALL OBTAIN DEWATER/NG P MITS AS NECESSMY AND RETURN OF GROUNDW/Il"ER TO THE SEWER SHALL NOT BE ALl..OWED. 14. THE EXISTENCE AND LOCATION OF UNDERGROUND UTIUTIE.S SHOWN ON THESE PLANS WAS OBTNNED IWA/lABI.E RECORDS St::ARCH BY THE PRIV/Il"E ENGINEER. TO THE BEST OF THE PRNATE ENGINEER'S KNOWLEDG • THERE AR£ NO EXISTING UT/UT/ES EXCEPT THOSE SHOWN ON THESE PLANS. ATTE,rf"ION IS CAIJ£D TO THE POSSIB EXISTENCE OF OTHER UT/UT/ES OR STRUCTURES NUT SHOWN, OR IN A DIFFERENT l.OCATION FROM THAT SHOWN ON THE L/WS. THE CO,rf"R/CTOR SHIV.I.. TAKE DUE PREC/!UT/ONARY MEASURES TO PRWECT THE UT/UT/ES SHrJNN ON THE PLANS D OTHER EXISTING F ACIUTfES OR STRUCTURES NOT SHOWN. f5. APPROVAL OF THIS PLAN 8'f LWD DOcS NOT CONSTfTUTE A REPRESENT/Il"ION OF TH.r£A.°'Ccl.J'RACY OF THE LOCATION OF, OR THE EXISTENCE. OR NaN-EXISTENCE OF, /WY UNDERGROUND UTI PIPE., OR STRUCTURE WITHIN THE UM/TS OF THIS PROJECT. 16, CONTRICTOR SHALL NUT/FY UNDERGROUND SERVICE AI.ERT (800J 422-4133, UTllITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING. 'EOUfRED Br ST ATE 1../.W, ALL IT. CONTRICTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAi.. STA~ MD FE.DERN.. SAFETY REGUIAT'IONS INCWDING, BUT NOT UM/TED TO, TRENCH S/JFETY AND CONFINED SPIC £,rf"RY. 18. SOILS REPORTS SHALL BE. SUBMITTED TO LWD 8'f A QUAIJFIED OILS ENGINEER WHICH CERTIFIES TH/fl" TRENCH BICKFILL WAS COMPACTED AS DIRECTED 8'f THE SOILS t::NGfNE, IN /JCCORD/WCE WITH ON SITE EARTHWORK SPECIFIC/Il"IONS AND THE. LWD ST IWDARD SPEC. 19. Sc'NER ELEV.fflONS SHCNfN ARE INVERT ELEV/Il"ION a J,. INSIDE 80//0M OF PIPE, S£WER I.ENGTHS SHOWN ARE FROM CENTER OF MIWHOLE TO CENTER OF MANHOLE. 20. ALL REVISIONS TO DRAWINGS SHALL BE />PP'FIO'(,'£,D Br THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. ---,, - DRAWING NUMBER SAFOO PACKJUC::TS • NEW ri□PE, MINNESOTA REOAOER Flf PttlRT NUM1ER. 8553 , ____ ,_,..,.ta_ --- ' -----.. DRAWING NUMBER SAFGO PRODUCTS • NEW HOPE. M!l\1NESOTA F£0ROER ~.,.._RT NLM8B'l 6553 ••wwww.,,.1..:..w --------- DRAWING NUMBER· - DWG 440-6 14of95 SAFCO PRODUCTS • NEW HCPE, MINNESOTA Fl;a'IOER f?t ~ NUMBER 6553 --·- Architects RANCHO Cuc.4MONG.t-FOLSOM -EMEIIYYILLE SUU'I'1IEM CALIFOR...~ Virginia Dare T ewer 10470 Foothill Bovlevord Rancho Cucamonga Calrfomia 97 730-3754 le!: 909-987-0909 ,..,,,, 909-980-99110 LEUCADIA WASTEWATER DISTRICT SEWER NOTES (CO 'D) 21. CONTR/!CTOR IS RESPONSIBI.E FOR KEEPING COMPlETE RECORD Of 'ES MD SHALL MME. SUCH RECORD AVNLABI.E TO THE PRN/ff"E ENGINEER. THE PRN/ff"E ENGINEER SHALL PROVIDE BIJllJ DRAWINGS TO LWD FOR REVIEW MD IPPROIN.. PRIOR TO FINN.. ICCEPTANCE OF THE PROJECT. 22. LENGTH OF OPEN TRENCH SHALL BE UM/TED TO 350 FEET, INCWDING COLLECT'ORS MD LATERALS, UNI.ESS OTHERWISE 1'PPR(Jl£D IN WRITING 8'f THE DISTRK:T. TRENCH ALL BE B/ICKFILLED OR PLATED AT THE CONCLUSION OF EICH DN OF WORK. 23. THE CONTR/!CTOR SHALL PROTECT ALL SURVEY _ MENTATION. IF /WY SURVEY MONUMENTS ARE DISTURBED OR D£STR(JrED, THE CONTRN:TOR SHALL RETAIN A LICEflttD SURVEYOR TO RE-ESTABUSH AND RECORD THE MONUMENT CHANGE PER ST/Il"E UW. 2.4. A MINIMUM OF 12 INCHES VERT/CN.. CI.E UTIUTIE£ E. SHALL BE PflOVIDED BETWEEN THE SEWER PIPE AND /WY OTHER 25. SEPAR/Il"ION OF SEWER / WATER D Sc:NER / RECLNMED WATER SHALL COMP/Y WITH LWD STD fJvYG S-2. AND WITH AL!.. COUNTY /WO STATE HEALTH DE, REGULATIONS 2.6. CONNECTIONS TO EXISTING 'ER PIPE OR MMHOlES SHALL ON!Y BE OONE IN THE DIRECT' PRESENCE. OF THE LWD INSPECTOR. NE.W SE.WER SH NOT BE CONNECTED OR ALLOWED TO FL(JN TO EXISTING SEWER U,rf"/L AFTER FINN.. ICCEPTMCE OF AL!.. UPSTR. WORK BY THE LWD INSPE.CTOR, OR AS APPROVED BY DISTRICT ENGINEER. 2T. ALL SE.fro/ICE I.ATE. SHAU.. BE LOCATED /fl" RIGHT ANGI.ES TO THE: SEWER MAIN UNI.ESS OTHEffl'IISE SHfJNN AS l>PPROIED 8'f LWD HE PLANS. 28. A 2-INCH H "S' SHAL!.. BE INSCRIBED ON THE CIJRB FACE AT £/!CH LATERN.. LOCATION BY THE CONTRICTOR. 2.9. A IO G E SHIELD£D COPPER WIRE SHALL BE BURIED OVER £/!CH LATERAi.. THE WIRE SHALL EXTEND UP TO A Z' COPPER T/JG TIE.D D SOWERED TO THE WIRE. THE T/JG OVE.R THE SEWER MNN SHALL TERMIN/Il"E 6" ABOVE PAVING SUBGRADE WrrH F /11.. l.OCATION JUST BEUJW PAVING. THE TNJ 0/ER THE CUSTOMER END OF THE LATE.RN.. SHALL t::XTEND ABOVE GRADE. U,rf"/'./4'!:IN.'NECTED AND SHALl.. THEREAFTER BE BURIED /fl" THE POI!{[" OF CONNECTION. • ALL PIPE SHALL BE HIWDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS. UN/NG, AND COATING. THE PIPE: SHN.l BE CAREFUIJ.Y BEDDEO TD PROV/OE CONT/N/JO/JS £:JE:ARING AND f!>R!YENT UNf.VEN SITTI.EMc.NT. PIP'=. SHAU.. Be PROTECTED /:GAINST FLOTATION AT ALL TIMES. OPE.N ENDS OF PIPE SHALL BE SEN.£0 AT ALl.. TIMES WHE.N CONSTRUCTION IS NOT IN PROGRESS. 31. PIPE JOINTS SHALL NUT BE DEFI.ECTED UNI.ESS SO DESIGNED IWD SHALL THEN BE UM/TED TO LESS THAN ONE-HM Of' THE ANGLE RECOMMENDED BY TH£ PIPE MFCR. 32.. S£WE.R PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STIWDARDS. WATER JETTING SHALL NOT 8£ AI.J..(JW£D. 33. AL!.. LATERALS SHALL BE CONSTRUCTED CLEAR OF ORNE.WAYS. 34. JOB MIXING OF CONCR£TE IS NOT ALl..OWED WITHOUT EXCEPTION. CONCR£TE TESTING 8'f LWD WILL BE /fl" CONTR/!CTOR EXPENSE. 35. MANHOI.E BASES SHALL BE MONOUTH/CN./Y PUCED. FINISHED, MD COMPLETED /fl" TIME OF PLl'CEMENT. GPK PRODUCTS. INC., OR APPROVED EQUAi.. MANHOLE AD#'TORS SHALL BE. SET IN TH£ BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALl..lJNED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRE.CAST MANHOLE BASES ARE /'CCEPTABI..E FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROV/>J... 36. JOINTS BE.TWEEN MH BASE. SHAFTING, CONE SECTIONS. /WO RING SHIV.I.. HAVE A Z' 8'f Z' 81.fTYL RUBBER GASKET PLACED WITHIN THE FUlL C/RCIJMFE.RENCE. GASK£T SHALL 8£ CPS-2./0 8'f PRESS-SEAL GASKET CORP.. OR APPflOVED EQUAi.. 37. ALL MIWHOLES SHALL BE VACUUM TESTED /)BEFORE BACKFIU.. 2.JAFTER BACKFIU.. /WO 3JSUBSEOIJENT TO /WY SUSPECT"ED MOVEMEt« OR DAMN;£ AFTER BACKFILL. • ALL SEWERS AND LATERALS SHALL BE WNNE. BALLED. LOW PRESSURE AIR TESTED, /WO TELEVISED /fl" THE ,r,"'Llc/WT/CONTR/JCTORS EXPENSE PRIOR TO CONSIDERATION FOR FINN.. l'CCEPTANCE BY LWD. NR TEST SHALL BE ER CONSTRUCTION OF ALL OTHER UTII..ITIES AND UTllITY LATERALS. '£RS AND LATERALS SHALL BE IN PUCE AND SHAL!.. HAVE FINN.. APPROVAL 8'f THE LWD INSPECT'OR PRIOR 40. MANHOLES Sf,{.All. BE 4-FEET DIAMETER FOR PIPE UP TO 15-fNCH DIAM£TER PE.R LWD ST/WDARD DRAWING S-3. MIWHOLES SnRJ..BE 5-FEET DIAMETE:R FOR PIPE 18-INCHES AND LMGER PER I.YYD STANDNID DRAWING S-4. 41. ALL MIWHOLES SH.50~ UNE.D WITH INTEGRAUY LOCKING PVC (T-LOC/0 OR A PO/YURETHANE PRWECTNE UN/NG SYSTEM PER SECTION OF THE GREENBOOK. NOTECS) TO THE CONTRACTOR: LEUCADIA WASTEWATER DISTRICT CONTRACTOR IS REQUIRED TO SUBMTT TRAFFIC CONTROL PLANS FOR REVIEW AND APPROVAL BY THE CITY'S TRAF'F"IC ENGINEER FOR Pm WORK TO BE PERFORMED WITHlr-1 RANCHO SANTA FE ROAO. ALL WORK ACTIVITIES 1111 RANCHO SANT A F"E ROAD SHALL BE PERFORMED BETWEEN THE_ WORK HOURS OF 3,30 o.m. AND 3,30 p.m. THE PROJECT WORI< AREA IS ADJACENT TO ENVIROMENT ALLY SENSITVE HABIT AT KNOWN TO BE OCCUPIED BY THE CALIFORNIA GNATCATCHER. DURING THE BREEDING SEASON PERIOD OF FEBRUARY 15 THROUGH JULY 31, NOISE RESTRICTIONS WILL BE IMPOSED ON THE CONTRACTOR THAT MAY AFFECT THE SEQUENCE OF CONSTRUCTION ACTIV!TES OR REQUIRE THE USE OF SOUND BARRIERS. REFER TO SECTION 6-2,PROSECUTION. OF WORI(, FOR SPECIF"!C REQUIREMENTS. PUBLIC SEWER SYSTEM APPROVAL APPROVED BY• LWD DISTRICT ENGINEER JOB NUMBER BENC DESCRIPTIOIII' K-30 A STANDARD DISI< STAMPED K 302 1935, SET IN HE TOP OF A CONCRETE POST ELEVATION, 533.39 Mm.,.,_ 29 CMEAN SEA LEVEi.) PER NOS DATA SHEET LOCATION• FOUND U.S.C.&G.S. RASS DISC STAMPEO "1<302 1935" IN· CONC. MON, POINT _ LIES 8.5' EAS"TERLY Of"_ E ON RANCHO SANTA FE ROAD, 133' ELECTRIC TRANSMISSION LINE POLE KEO "TL23011" AND "TL13825" AND APPRO ATELY 1.2 MILES NORTHERLY OF THE INTERSEC Ill OF RANCHO SAIIITA FE ROAD AND LA COST A A NUE ' c.o • 0 z "O ...... m c:: 0 C (1) a: 0 E (1) ...... ·-,_ LL<( +-m ~ Q. .SU +-(1) C: -CJ) 0 m-g CD (1) (/) .0 '-·-0 Cl) -LL. ·-.c:: -LL "O Q ,_ c:: m m mu 1J .0 Cl) a: ~ -.:: T"" ..0 m 0 Cl) (.) C\I I'-, --C!5 () ..._,, CONSULTANT DOKKEN ENOINEER!NO WWW. d II k Ir.~ ti" 1' g_j 11, ~ c ,-;: n & , c Q 1U mllffll,-, !blJlm !illll!IIA-rAffl" -_&~L fl-J0--06 GLEN. P. PARKER ,RcEi 664901 EXP. 06-30-oa DATE . 6 g,.f'llt'rfl.SI CO/Y/:'&,f'/11EO 6 6 6 6 6 NO DATE BY DESCRIPTION REVISIONS DATE: 11/30/2006 SCALE: NO SCALE PROJECT NUMBER: 1058 "AS BUILT" ~ z.21,;.,,,, P.E.Z.BO&__ EXP.'S--°Y•t!" DATE REVl£WED BY, . INSPECTOR DATE SHEET '""'"" ;J OESJGNAT!Of\lO ,,,,. ..--, I ,--..... iNOT USED I ~ CITY OF CARLSBAD I SH~TS I 4 ENGINEERING DEPARTMENT CARl:.S!MD FIRE STATIOIII N!I. S TEMPORARY SEWER FORCEMAIN PLANS APPROVED WILLIAM E. PLUMMER ~~~--E0'1 /..J/6•J/'7 -DU "'ci1'YENGINE-------"18176 ~p, 3·31·08 DATE OWN gy, I PROJECT NO. I DRAWING NO. CHl<O BY, 3901 440-6 RVWD BY• 1 : __ i - !- -1-! I DRAWING NUMBER SAfO)PROQUCT8 • NEW HCPE. MINt,ESIJTA flEOR.)ER PN Nlffl" M.IMBEfl 855.'3 DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER SAfCO PRODUCTS • NEW HOPE, M1NNESOTA. DRAWING~ DWG 440-6 15 of95 5.6.FCO PRODUCTS • _ NE-N HOPE, MINNESOTA. AEIJADEA @I'll" Pl!IRf NUMBER 8553 __ , _ ,_.., __ ,_ ~--'"~·j, _ FEJFIDEAB'l'r:w:rfNLMBER6553 ___ " ____ _ SAFC:0 PROCIUCT5 • NBfi HOPE, MINh.lESOTA. ~llER l!W ~ NI.IMBER 8563 .;;..:...:..;;; ·-•---81'-•-1.a-_ ----_,;,;,,;,;;__-;_,;;;·-~ -------wwwa•W-•T•t.i._,,;,;..,..; -..;;;.;;....;;. ------~---.;;..,,;.._ ~--·=-~' -_ -· '.--.-••t1t11-•....,.11111•1.a-- ' II -·.:: :~ . •- ~·· ~· ~ ~. i ! ~ i 11· , REPI.JIC£ TYRE 'G'C&G Toi, ATCH EXIST AND REPNR EX IRR/G!VION 1· 1/ 117 \ ? ~,--.£.!TY,.,_,,,, l /lV,\\~ 19+63.47 SWR 'Jr _____ ---:::.-----_--. _ ~ PER SDRSD ~-2 IWD SY.TIEM FROM CADENCIA ST',. ~ TO STA !6+00 1, \ t ~ 'T,.., 1 / \ \I BC '-...,_, --~" _, ' RESIJRFICE f(RENCH I/ \ I ~ 'l..----'• ~\ "-x::.::::.::. ~-~~~ ~,,,.:._ + I. 1 1 PER SDRSD l'G-24 1 ,o , 1 /llJ. ~;;:,rt: ;;11 t 1 1 \ 1 ~x/ST 1sro lJPd!fiftiiii:r, : \\ rf!,,,IST corteR~ ______ --::-,,.4, ~_:::------W t\i ~,., ~ALV'/i: FOR SEW/GE. AR.~./ l ,. ·. ' \ / / . l l \y c ~NEL ,--'x: ~s 454 Reg,,,Jan ~-::;:.er --~:::..~ 'ODEL D-020 Bf FLO-SYSTEMS O 'l \ I // 1 / / l l \ ~ip 1 ----"in Boo,_~?!.. ,.:k::o}-Dffiis...~--(\ . )' I I . -----~ ' t I' -'(' <'OI.D;:RANCH_9.--.,.,...,-iA FE RO~D----~ OR APPROVED £at/AL , / I l ~•~1: -----) ~~~--KY)~;------------ ,------------,.<:;___-----, 11 ( ' I ', ---1/ _.,..,...~ --------- SEWER FORCEMAIN '!¥1JATA TABLE PLAN: SEWER FORCEMAIN 11( . 1 . / \ \ ,fr"\ · · ,1/ ,-'i'-~ __ , ___ --~- r .. , DElJA/BENIING RADIUS ,, LENGTH COMMENTS SCALE: f' '"40' I N 30"58'44' E --' . 41.25' Z' SDR 2/PVC 2 N 14°3'44' W -/ 18.71' Z' SDR ZJPVC 3 N 30"58'58" E /-516.36' Z' SDR 2/PVC 4 N /6"0Z2,f' W . / -20. 95' Z' SDR 2/PVC 5 N 30'28'19" E . /--366.20 6 t:. : 5" 2fY37" / 2000. 00 186. 53' Z' SDR 2/PVC Z' SDR 2/PVC 0 /020 40 BO NOTECS) TO THE CONTRACTOR: CONTRACTOR IS REQUIRED TO SUBMIT TRArrlC CONTROL PLANS roR REVIEW AND APPROVAL BY THE CITY'S TRArF"IC ENGINEER roR ANY WORK TO BE PERF"ORMED WITHIN RANCKO SANT A F"E ROAD. ALL WORK ACTtvme:S IN RANCHO SANTA rE ROAD SHALL BE PERF'ORMED BETWEEN THE WORK HOURS or e,30 o.m. ANO 3,30 p.m. THE PROJECT WORK AREA IS ADJACENT TO ENVIROMENT ALLY SENSITVE HABITAT KNOWN TO BE OCCUPIED BY THE CALIF"ORNIA GNATCATCHER. DURING THE BREEDING SEASON PERIOD or F'EBRVARY 15 THROUGH JULY 31, NOISE RESTRICTIONS Wlt.l BE IM!'OSEO ON THE CONTRACTOR THAT MAY Arl'ECT THE SEQUENCE OF' CONSTRUCTION ACTIV!TES. OR REQUIRE THE . USE OF SOUND BARRIERS. REl'ER TO SECTION 6·2,PROSECUTION OF' · WORK, l'OR SPECIFIC REQUIREMENTS. LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED av, LWO DISTRICT ENGINEER "-RCE 0A TE, JOB NUMBER BE~ARK: DESCRIPTION, ~02. A ST ANDARO DISK ST AMPED K 302 1935., SE Tl-IE TOP OF A CONCRETE: POST ELEVATION, 533.39 VO 29 (MEAN SEA LEVEL> PER NGS OAT A SHEE, LOCATION• F'OUND u.s.c.~ s. BRASS DISC ST AMPED "K302 1935" IN CONC. MO . POINT LIES 8;5' EASTERLY O EASTERN BERM LINE ON RANCHO SANTA FE ROAO, 1 ' NORTHERLY OF · ELECTRIC TRANSMISSION LINE POC . MARKED "TL23011" AND "TL13825" AND AP OXIMATEL Y 1.2 MILES NORTHERLY OF THE INTE TIOIII OF RANCHO SANT A FE ROAD AND LA COST · AVENUE Ill Architects RANCHOCur::AMON<M-FOLSOM-EME/IYY1Ll,E SOUTHERN CALIFORNIA Virginia Dore Tower 10470 l'ooll,11/ B'oufevard Rr,r,cl,o Cu<,a,,,onga Colifomio 91730-3754 tel: 909-987-0909 fm<: 909-980-9980 c.o • 0 z ....... i C 0 C <D a:: 0 E (l) ■-t: LL.<( ~ ro a. _$(.) ...... <D C -Cf) 0 ro "O a, <D oo ro ,_ 0..0 ---LL .c JB. ■-0 ,_ LL "O C C,j ro roO -0 ..0 (/') a:: ca -.:::: T"" .0 ro 0 Cl) t) C\l r-----ca () CONSULTANT DOKKEN ENGINEERING W W W • d. ~ k k. C Q. I .Q. 11, i 11, I C ;-j. Q. 1, , <: " m 95Mll-Sftl!& •-elm: B!NW &~ ~,..\_. 11-l0-<16 GLEN P. PARKER lRCE~ 66490) EXP. Q6-3o-o!I DAlE NO DATE BY DESCRIPTION . REVISIONS DATE: 11/30/2006 SCALE: 1"=40' PROJECT NUMBER: 1058 "AS BUILT'.' :?-2/i-A> P.E. '2etz& cXP 3-:,/•/tJ DATE REVIEWED BY• INSPECTOR SHEET DESIGNATION• DATE CARLSBAD F'lRE STATION No. 6 TEMPORARY SEWER FORCEMAIN PLANS PROJECT NO. 390! }'-- ---~-- .. -· '' ' ,. ;_,, . -· i l DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DWG 440-6 16of95 5AfCO PRODUCTS • NEW I-OPE, MINNESJTA SAFCO PRODUCTS • NEW I-IOPE. MINNESOTA SAFCO PFIOOUCTS • MEW HOPE, MINI\IESOTA SAFCO PFODUCTS • NEW HCFE, MINNESOTA SAfCO PFOOllCTS • r--EW HCPE. MINNESOTA 6AHD PACOUCTS • NEW 1-0>E, MINr-ESOTA _ FECHlEFI fW ~ NUMBER 8553 ~ e¥ FWn" NlMBEFI El66."'I ~ Fl>I l'IAHT JlJIJM8EFt 8563, RHJRCER EN' PNrf M.M8E!'I 8653 REOFlCER El'f F'lVff NlMBER 8553 REORl:ER BYl"'#IT NI.MEIER 6!553 --iWIMWlll',WINfll,;l.A --------------.,-~---·-_____,.. ----·-•w-1•--.. -....... _ ... ,,rw1 ................ ----------------__,--, ..... ,.,. ........ ...., ... ,,.._,, • .,,!IM..,, .... ____ --r---•--·•---•-··-------►IM'"'INW~W-OFFNN_,IM'"'lilii .. •"'-,-----------------. ---------------IWl&WWW_,.~-----·----------~•-------~-~---~-i&I ...... Wl'Ml!ll(N•~--~~-0 ~· -~-~-.....;,;; -~ ·__.;. -. --, .. ·--·--·-"•'"'".• ···---·-----··--·- ,_ j .· ,· ' . . . . . .. , .. ~" . ·;.:, ..;_ :-i • J .. . ' ~- ·' . ," .· . - --, ·, ,, --,_... -----"lff"--..-:1.w-:.. LW ___ ._"'-_-::.---• --....,,,...---- SEWER FORCEMA/N 'I( DATA TABLE DEIJA/BEARING RADIUS l.£NGTH COMMENTS 8 6. = /"4J'27" 2000.00 60.19' 2' SDR ZIFVC 9 N ZJ"/8'5,f' £ J06.78' 2' SDR 2/FVC JO 6. = 7" JO' 40" J000.00 J75.8J' 2' SDR 2/FVC (" y I y I UMfT OF WORK WESTER!.Y ) E.DGE. OF PAVE.ME/ff / ----~~~-==--\---"" PLIW: SEWER FORCEMAIN 'A' SC/>LE: f'=40' 0 /020 40 80 --- 0 '-. ~ ~ ..... ~ ~ :;j ~ '-~ f5 t\i ~ .... ~ I NOTECS) TO THE CONTRACTOR: CONTRACTOR IS REQUIRED TO SUBMIT TRAmc CONTROL PLANS FOR REVIEW AND AP PROV AL BY THE CITY'S TRAFF'IC ENGINEER FOR A~ WORK TO BE PERFORMED WITHIN RANCHO SANT A FE ROAD. ALL WORK ACTIVITIES IN RANCHO SANTA FE ROAD SHALL BE PERFORMED BETWEEN THE WORK HOURS OF 8•30 o.m. AND 3,30 p.m. THE PROJECT WORK AREA IS ADJACENT TC> ENVIROMENT ALLY SENSITVE HABITAT KNOWIII TO BE OCCUPIED BY THE CALIFORNIA GNATCATCHER. DURING THE BREEDING SEASON PERIOD OF FEBRUARY 15 THROUGH JULY 31, IIIOISE RESTRICTIOIIIS WILL BE IMPOSED ON THE COITTRACTOR THAT MAY AFFECT THE SEQtJENCE OF CONSTRUCTION ACTIVITES OR REQUIRE THE USE OF SOUND BARRIERS. REFER TO SECTIOIII 6·2,PROSECUTIOIII OF WORK, FOR SPECIFIC REOUIREMEIIITS. r' , ... LEUCADIA WASTEWATER DISTRICT. PUBLIC SEWER SYSTEM APPROVAL APPROVED av, LWD DISTRICT E:NGINE:E:R RCE DATE• JOB NUMBER DE:SCRIPTIQN, 02. A STANDARD DISK ST AMPED K 302 1935, SE IN THE TOP OF A CONCRETE POST ELEVATION< 533.39 VD 29 (MEAN SEA LEVEL> PER NCS DATA SHEE LOCATION> fOUND U.S,C. · S. BRASS DISC . ST AMPED "K302 1935" 1111 COIIIC. MO . POIIIIT LIES B.5' EASTERLY O EASTERIII BERM Llll!E ON RAIIICHO SANTA FE ROAD, 'IIIORTHERLY OF ELECTRIC TRANSMISSION LINE PO MARKED "TL230f!" ANO "TL13825" AND AP OXIMATELY 1.2 MILES IIIORTHERL Y OF THE INTER CTION OF RANCHO SANT A FE ROAD AND LA COS AVENUE • Architects S001'HERN CALIFORNIA Vlrg1nlo Dore Tower 10-170 FoolhTII Eloulc,,01 d Rancho Cucomongo Coflfornlo 91730-3754 tel: ?0?-987-0909 fax, ?0?-980-9980 c.o • 0 z ....... -g C: 0 C (1) a: 0 E (I) ·-t::: u..<( +-' ro ctS a. .so +-' (1) C: -Cl) 0 ro "O . Cl.) (I) en ro .... o.o ·-i... LL .c: ~ ·-Q .... u... "C c: ro ro a30 "'O .0 (/) a: ctS -.... .,... .c ro 0 en 0 C\I r--. -i... ctS () CONSULTANT DOKKEN ENGINEERING fflM!t.-5192'1 se-.r.tm IR!KW UL..!?~ 11-30-08 GLEN P. PARKER HiCE1 66.490) EXP. 06-3o-<18 DATE. - NO DATE BY DESCRIPTION REVISIONS DATE: 11/:30/2006 SCALE: 1"-40' PROJECT NUMBER: 1058 "AS BUILT" . Av/4B Yt"I, 2-2~-/t> . P.E. 'ZB/1& EXP '3•;>1-1" DATE REVIEWED BY, INSPECTOR SHEET OESIGNATIONt DATE NOT USED ~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT CARLSBAD FIRE: STATIOIII No. 6 TEMPORARY SEWER FORCEMAIN PLANS . - ------ WILLIAM c, PLUMMER ""!!I!~~,.,,..,~~ ~/8•d7 P 28176 -xp, 3·31·08 -DATE PROJECT NO. ORAWING NO. . J90! .. ------------------- - ---------------------------------------------------------------------------------- ------------------------------------- ----. -------------------------------------. ---------------------.. --. ------ - -. --------.. -1 ! . i --- .. ' ! --- DRAWING NUMBER SAFCO PRODUCTS • tEW HOPE, MINNESOTA ~ADER B'ffWTT NUMBER 6553 ----. ----- ORAW!NG NUMBER SAFCO PROCIUCTS • NE\IV HOPE, MINNESOTA FEIADER.lrt' ~ l'JUM0ER 8553 DRAWING NUMBER SAFCO PAODUCTS • NEW HOPE. MINNESOTA FIEOFDER.B'I" ~ NUMBER 8553 ,_., .... ..., ..... ta---------------------•---•-fllllllllt.M--~ -__;,,,,.;;;.. ·...;,,_ -~ ------- PROPOSED Z' PVC /£ 492.B(f INSTALL POt:rl/R£TH/lN£ LINER PER STMDARD PLANS FOR PIJBIJC ---WORKS CONSTRI.K:TION SECTION 500-2 )< ,,,,' _ ,, ,,...-,, ," ; ;' I ; I ; I I I I I I I I / ' ~7\f---r-1--,,,, EXIST tJ' PVC --,,~ ' /£ 492. 7' ... , \ ', ' ' ' ' ' ' \ ' ', \ ' ' ' ,, I SIDE OF EXIST , ',, • CHANNEL ITTPJ ',, ''+ EPOXY GROI.IT ANN/IL#? SP/JC£ ITTP) ATt:r CUT EXISTING MANHOLE 3' REATER THAN NEJI PIPE O.D. ...... ' ........... , ' ' ,, \ \ \ \ ' ' ' I \ I \ ------,--'r-, " ,,,,. I I fNVERT TO surr t ,, .... :..,, --~-- /,,, I I EXfST lJ' PVC / / / /£ 492.7' I I I I I I I _,, I I ,, ,,, I .,,.,,,. ,,.1 + --,, -,, ,, I ---t-l _.,,.,,,. EXIST f!' PVC /£ 492.6' i I I ..J /0+00 SWR 'A' EXIST MANHOLE CONNNECT~ NO SCAI..E DETAIL DRAWING NUMBER DRAWTNGNUMBER DRAWING NUMBER DWG 440-6 17 of95 SAFCO PAOOu::TS • NEW HOPE, MINNESOTA l=l:OROEFI B'l"Pll.fl'f NUMBER 6553' --·--SAFCO FlAOOUCTS • NEW HOPE, MINNESOTA FEOFICl:R FIi PART NlM8EA 8553 SAFCO-PRODUCTS • NEW HOPE, MINNESOTA Rl:OACJEl'I ~ l=llllRT NUM8EA 8553 ------------,.,,. .. =•= zaz M n11v• 11Mtlllf -------.. ,,. .... --------~ ----- DfST!JRBED Sl/RFl!CE TO BE R£PUC£D IN-KfND EXIST IC PAVEMENT OR ORNMfENT/,L GROIJN!XXKER I BELL-,, fNVERT ELEVATION PIP£ O.D. - ,,,-+--WARNING TAPE !f• CRUSHED ~d HOCK 0::d MAX SLOPE PER PROJECT GEOTECH ENGINEER R FORCEMAIN TRENCH DETAIL FOR ADDfTlON/,L INF1 NO SCAI..E T/ON, SEE LWD STANDARD DR/!WING No. s-rr NOTECS) TO THE CONTRACTOR: CONTRACTOR IS ~QUIRED TO SUBMIT TRAFFIC CONTROL PLANS FOR REVIEW. AND APPROVAL BY THE CITY'S TRAFFIC ENGINEER FOR ANY WORK TO BE PERFORMED WITHIN RANCHO SANT A FE ROAD. ALL WORK ACTIVITIES IN RANCHO SMIT A Fe: ROAD SHALL BE PERFORMED BETWEEN THE WORK HOURS OF 8•30 o.m. AND 3•30 p.m. THE PROJECT WORK AREA IS ADJACENT TO ENVIROMENT ALLY SENSITVE HAE!IT AT KNOWN TO E!E OCCUPIED BY THE CALIFORNIA GNATCATCHER. DURING THE BREEDING SEASON PERIOD OF F'EMUARY 15 THROUGH JUL V 31. NOISE RESTRICTIONS WILL BE IMPOSED ON THE CONTRACTOR THAT MAY AF'F'ECT THE SEQUENCE . OF CONSTRUCTION ACTIVITES OR REQUIRE THE USE OF SOUND BARRlERS. RITER TO SECTION 6-2,PROSECUTIOl\f OF WORK, FOR SPECIFIC REQUIREMENTS. LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED BY• LWD DISTRICT ENGINEER RCE DATE• JOB ·NUMBER DESCRIPTION' 02. A STANDARD DISK ST AMPED K 302 1935, SE IN THE TOP OF A CONCRETE POST ELEVATIOfll! 533.39 VO 29 (MEAN SEA LEVEL> PER NGS DAT A SHEE LOCATI@ FOUND U.S,C, .S. BRASS DISC STAMPED "K302 1935" IN CONC. MO. . POINT LIES B.5't:ASTERL Y O EASTERN BERM LINE ON RANCHO SANT A FE ROAD, 'NORTHERLY OF ELECTRIC TRA"ISMISSION LINE PO MARKED "TL23011" AND "TL13825" AND AP OXIMATELY 1.2 MILES MORTHERL Y OF THE INTER CTION OF RAJl!CHO SANTA FE ROAD AND LA COST ·•AVENUE Architects J.UNCHOCUCfMONGA:-FOLSOM-EME/IYYILLB SOUTHERN CALIFORNIA Virginia Oare Tower 10470 Foofhi/1 Boulevam Roncl,o Cua,mongo Calrfom1a 91730-3754 tel, 909-987-0909 fax: 909-980-9980 co • 0 z ..... -g C 0 C: Q) a: 0 ~ co ·-LL.<( ca ro a. .so ~ Q) C -(f) 0 ro -o Cl) co cn ro ,_ 0.0 --,._ LL. ..c J/2 ·-c.) ,_ LL -0 C ro ro roO -0 .0 .!!l. a: ro ,_ T"" ..c ro 0 0 fl') C\J r-,.. --ro 0 CONSULTANT DOKKEN ENGINEERING 111 W 111 , d. 12 k. :k. c ll. Cl u 11, ~ a. c a r I .G 11, • c, Q m. Gl.E~ P. PARKER ,ncE• s.&4901 EX?. o&-30-08 DATE NO DATE BV DESCRIPTION REVISIONS DATE: 11/:l0/2006 SCALE: AS NOTED PROJECT NUMBER: 1058 "AS BUILT" -..~ _..,_,._ Z-Zr:./0 P.E. ze,7, EXP 3-31•/t' DATE · REVIEWED BY• INSPECTOR Sl'IEE:T DESIGNATIO!llt DATE rsHEIT7 CITY OF ARLSBAD ~ ENGINEERING DF:PARTMENT CARLSBAD F"IRE ST ATIOfll fllo. 6 TEMPORARY. SEWER FORCEMAtN DETAILS APPROVED - EPU Y C TY ENGINE OWN BY, CHKD gy, RVWD BY• WILLIAM E. PLUMMER EXP• 3·31-0 /~fP 3901 -1 , __ ' I ) DRAWING NUMBER I SAFCOF'AOOl.JCTS • teNHOF'E.~A RECRB! """"" '4lliR3II ll9!iS -------~---------- ~ NUMBER I ~ NUMBER I ORA~NG NUMBER I DRAmNG NUMBER I !IAFOJPRJOlCTS • ~H:PE.MNNESJTA WCIJl'A'.XlUCTS • rErNHOPE.MINIIESCITA. SN'a>Pf\JOLCra • hEWHOPE,MINl'eDl'A, WCOPACDUCTS • tEWfOE.MINNESOTA I ORA:~ I _ 18 of95 ~ fW'CO PRCOUCTS • 1'EiN HCl'E. MNNESOTA -llll:AlB'IWfW!ff ...... t!!l!!lla .,,._,,,_ •• -.--., .. ..,,"---~;_:;:--.,,..-------------------==--==--·===--·=--··===---=--=---··::::..·:::::;·=•=M=~=-==---==-==·:::·-·=-:..::=:..:=:_::::::;..,::=-==::======•:H:d=O="'=~:M===-=====-• =:::-==-· ==-=-=-·=~--~':-=-:--:· -:-=• -====-:,""~::. .. -!!O~W~"7.,:-" .... ,.,,.::'=="'·::S· :"'·,e-.;;--:f"··-r:.::-··-~"-:"""~=:''-"··-="~~ ,...c.·.=.._=:::,"'""--=-c,,,c_""=,.=· :.:::·-:•~-=...:...'--'/:EIHBI.=....:::..~"--:=-~:----'-'"°''"."~--~-· -· · -• ··· · ···•· • ,_;;;;.· ~ -:··_ . __,;;;;;;;. ---= -----------........... ---~ ........... ;,;,;,;,..---···-· ' ~-.:;.,;;;;,; \ ' . I I ----·-----...........-. --... -.. -----~------~~-_ ...... ____ _ 1. Potable \ILlliffl!II" works fflffl be constructed h, mdaa wfth the details and ,,.aterlafs as specified In the most reoent: edftton of the 0ft\'er'lhaln Munloipol water D!s!rlct (rn.tr!ct) standad Spaci-11 and °""""99 . for the Constrvction ~ water Mains and Faeffities. lneludlng an air,er.J11.c11ts adopted prior to the Dl!trk:t aPPl'OYl'f date on these plans. Cot 1!1 adci Jhatl nav& 1!11 copy of the Standard Specll'k:atfo. IS Jr1 th& job site l!t at! times. 2. The submission and revlew of all submltt:ala as n,quJred by the Standafd Spacl!lcaffot I df9 ffl, b& aeco11 iplta.'"1&J prior to the pn,-constructio meeting ' with the District\. lnspecto, . 3. Unlen othenitse noted, wn.ect1o1111 toexfsttng mans shalt be made dry. The time and duration af any shutdowns of existing mafns shaH be aubjec:t 1o appnwal. by the District. District shaft be notified two weeks minimum In actvance, of any shutdown. 4. Con!. ado: shall 000, dft .ate with Dfstrlct alt a. r a .gen.sub ror higt,.Mntng 1m,ijXlimy 96l'\llcea pr1or to shutdowns. No shuldowrw: wm be scheduled on a Monday 01" Friday. 5. Coitba.JOi' sh9fl review alf p,oposad tmnch work with CaVOSHA. A copy or exemption letter or trencltft,g pennlt. If required, shalt be submitted to the Olmetprforto- ll. No .... rntrfboglnOl"prooeed--alOlslrlet\.11 __ Coitba.loi lheft noffl'y-the District h19pectiot.a dep&(l1.e11t ..S: hotn prior tottle begil'Tlfng afMft to arrange for II nspectfo,1 Jftha project. 7. The Contraclor must call 'Dig A>art al Southern Calllomla" lo - unde!gn,und...-.,_ ""-<I prforlo conslrucllon. This call wOI be made at least: 46 h0ur9 h advance prior to l!ll'lf work being pe,b11ted in -----(Dig Alert -900-221-2800) 8. AU exfs6"9 facllffles whlet\ may aff"ect ~ eonstructlon, i.e., lfr1e crossfngs, !fne paralfeffng, 0. j.A oposaJ to1 H.ecffo,1s sne/1 be fletchtai lffed. befor&anyo,natructfon begfns. > 9. The Contractor shlllf ftm1sh and Install par standard Speelfk.atlons the app. oµ tale burted utmty warning and k1ei t!lfk:atro,, tapa abcNe an public water'INS fne!Udfng water tatarai& lroeated In putille rlghklf-wey. .1.L ___ _ • I I I ® / I \\J, "l:-<~---- 1 I I ' ' I I ' I I I I =-...-",,__. ·-·---~--~-----''"""'-----. i I I I I I I ' i I I I I ' I ' I = ;: - iLW I I I I ' I I ' I I 10.Aft de"6clk11s {hori'L'ontal and verffcal) shaft be made by use of Joint couplings -"" -de-• per COUOfing (2' per Joint)-No 1---------------------------------------, ben<fmg (""'"""9) al ..., "'"" b<, pes mttled. 11. Manual afr ~-;..n ~ ~lh!J at aft high --and blr:I Cll'l's at alf low potnts In the wafele mai1 p!VfflB. Place manuat air releases and tft.Mr. offs wlthtn materbo,c and tocatad behind curb untess otherwfae appotrm by Olstrtcrs. Rap; m ,tallwa. Fire hydrants may ba used In lieu rl a manual atr 19Jease or bfow.of'rwhltn located·at or near high or tow points;. as appnwed by the District'!. Rep, 6&51 ,tatire. 13. Fin, hydrants. a, app,ow.d by the apptbj.Afate Fire Ol!Strtet and rneeUng the District's Sbritard Specillealiot15,, lll'ft to. be. Installed at-focations apacfflect by the FJre Ols!rfct. 14-.Aff design da,ges to fhe water sysf9m Iha~ bl., &pp.owed by the Ohlrfct Rsp, rm, Lblffw. in writing prtor lo oanstnJeffon and aocepta. w of the changes. · 15. l1le W8l9r syotem llhoff be _,,.. leoled In ....,;dtmee wtlh lhe """"""""' In the OMWO Slandan:I --The ela9s al pipe shall be,_ as the designated-p,eoa,m,_for-•att ..,,., _(_and __ 1B.Pfs,efine and apr,..1le11&1m shafl be Olstid'eded In 80:XJtdatOJ with Section 15041 of the OMWD-Slaiidaid Sp&efflcatloitS pmr-to tie-In ·or COi b .actio,1 to existing system facllltles. Bacteriologic quality lest l"Mlllts shall eonfarm lo the-•·-··-spa;l!leallol, ' 17. CDntract Record Orawfng must b& submitted prfor to final accep(Br tee or --The plans '""" -.... ,om1n,,1r,, ..... -... .,, !he -and-lortof_and_ ' ---~~--;c;,---... ---- 2f]/().(}() NOT£ =CM'vJ'D SEl'.VIC.E REPAIR~ PER. HANSEN WORK ::-o~DER 58'.I.0S/ -PIPe DEPTH 6 FEET .,r· PROFII f• WATER P!P£UNE SCN.£ HORIZ. r-«Y V£RT. r-8' ' \__ PLAN: WATER PIPEUNE 'I( SCN.£, r-40' 0 /0 20 ,fO 80 ---- \ NOTECS> TO THE CONTRACTOR: CONTRACTOR IS REQUIRE[) TO stJ9M!T TRAF'l'IC CONTROL Pl.ANS F'OR REVIEW AND /lWROVN.. BY TME Ctn"S TllAmC ENGINEtR FOR /lNf WORK TO BE P£RF'ORMED WITHIN RANCHO SANTA FE ROAD. AU wom< ACTIVITIES IN RANCHO SANT A FE ROAD Sf-<AU. BE PERFORMED BETWEEN THE · WORt( HOURS OF 8130 a.rn. AM> 3S-30 p,m. THE PROJECT wom< AREA IS ADJACENT TO F:N\'IROMEIIITA!.L Y stNSITVt HABtTAT KNOWN TO BE OCCUPfEO BY THE: CAUF'ORMA CNATCATCHER. DURING THE BREEDtNG SEASON PERI® OF F'EBRUARY 1S THl!OUClH JULY 31. NOISE· RESTRIC1'!0NS ... ____ W1lt_Jlt.JNl'OSEO_ON_,J'>!Ec_CON1RACTOR' THAT .MAY·,AFTTCT TI-E ._ st:OUENCE OF CONSTRUCTION ACT1V!Tn OR REOUIRE: THE \ISE OF' SOUND ~AARIERS. REF'ER TO SECTION' 8•2,PROSECUTJON OF' wom<, FOR SPECIFIC REOOIREMEl<1'S. OUVENHAIN MUNICIPAL 11' ATER DISTRICT ~~l~O:/-~s6ArE1 MANAGING ENGINEER . BENCHMARK, DESCRIPTION: K·.302.A STANDARD OfSK STAMPED K 302 '193!>. SO IN TI-IE TOP OF A COMCRETt POST El.EVATl()N, =.39 NCVt> 29 CMEAII SE,\ LEVEL> PER: NGS .. DAIA..SH:;E.T; ___ -·------. -. LOCATION< FOUND U.S.C.&G.S. BRASS DISC STAMPED "K.302 1935 .. IN CONC. MON. POINT LIES 8.5' EAST ERi. Y OF E:ASTtRN BERM LINE ON RANCHO SANT A FE ROAi/, 133' NORTHERLY OF ELECTRIC TRIINSMISS10N . LIN<-Pot£. MARKED "TL23011• ANO "TL1J82!1" ANO APPROXIMATELY 1.2 MILES NORTHE:RL Y OF THE INTERSECTK)N OF RANCHO SANTA FE ROAD NlO LA COSTA AVENUE: WLC Architects SOU IHERN CAL1FORNIA Vllt!ln1t, O..... Tower !DCD Foolhl1I l!ot,/....,,,t Rcmd,o O.w,, ;o, rgo 0,/,fumlb 97730-3754 lo/: 909-987-0909 """ 909-98().9980 -. co . 0 z 'O .... ca C: c:: 0 Q) a: 0 .§ (l) --LL<( ~ ca 0.. .su +-Q) a-o Cl) 0 ~ (l) en ca ... o.o --u::: .c .!:E. LL. 'O 0 ... c:: ca ca caU '"O .0 (/) a: t'\1 ,:: .... ..0 ca 0 rn c.) C\I ...... -i... t'\1 - (.) - ..... CONSULTANT DOKKEN &1'GlN&&RING www.4•kk•4••1i••••fa1,o,a ,,.,..,, •-(Hl'J --~.~~ .. L ..,... GI.Eli P. PAM.ER IFICE:l "'4901 £l(P, ~30-08 tl4Ti. 6 "'·~ C(JJVR:Jf'IIIEO ~ e-,r, ,4/Jf)E#otl/11 2 fr,. qJ-10,.p. pp. WATS-fl.J'~ 6 6 6 NO DATE BY DESCRIP110N REVISIONS I DATE: 11/'30/2008 1 SCALE: 1'-40' ~ NUMBER, 1058 · "AS BUILT" REVIEWED BY• DATE: C16 OFF-SITE WATER LINE L i I ___ _ l - 1 i ' DRAWING M.1MBER 5AfC.O PFOlllCTS • NEW HOPE, MINNESOTA , REORDER B't PIFfl" NU\r1E!EFI 13553 . . -. . - -· .. -· ' ---. SA.FOO j:)RJOUGTS • NBN HOPE, MINNESOTA RBJ:ICIEA f!!NFIIIFfl" NlMBER 8553 SAFCO PAOOUCTS • NB/Ii HOPE, MINNESOTA AaH1ER fN fllllFff NUMBER 8553 . ·--~·-· '' ···--·-· --,,_. ,._, -.. •----------. --·-·-·· ·-· ----.--· --·------·-·--------. --·•--·----·-... -·-·-·---' . -·----~-------·-- ---.. ' -.... - DRAWING NUMBER SAFro-PROOUCTS • NEW HOPE. MINNESOTA FE£RlER l!N FIIFn" NtA-1EEA 8553 DRAWING NUMBER -~---··· .. _ . ., __ .' ·------. _____ ,, ____ _ DRAWING M.IMBER DWG 44().;6 19of95 ---------. ----,. -.-----------------.. -------. ..,,..,.. ___ --------- - -I ---..-~--•------- -------------.,.. .. - ----------w-.••m-•...-.,,.,---------............. ....,. --------. . • ~ ~ fl ~ ~~ . ~ .. ' ~ ~ .. . -~ I. -~. . I l ---/ -_:_::;-__ I -i I PLAN: WATER PIPEUNE 'A' SCALE, f' =40' .0/020 40 80 . _,,./ ~- . , . '~' . : ' i I '' i .· ,-,.,-··,-.. -. . ---.. -· ,'-' ... ,. _, ' ' , g · .. _-_,. .... " --.. ,.. __ ,.' Architects SOUTHERN CALIFOR.~ Vi111inTo Dore Tower 10470 Footn/11 Boulevard f&:Jndto CUWirKJngo- Colimm/a 91730-3754 ,.,,, 909-987-0909 fro,: 909-980-9980 co • 0 z "C ..... ctS C: 0 C Cl) cc 0 E co ·-t: LL<( ...... ctS ~ a. .so ...... Cl) C: • Cl) 0 ctS "C Q) co Cl) ctS ,_ . .0 ·-0 er., i.... LL .c-·-(.) ,_ LL "C C: ctS ctS ctS (.) "O .0 Cl) cc ~ -,_ ,- .0 ctS 0 () en C\I "' -i.... C,;j () ~-_, CONSULTANT DOKKEN ENGINEERING w w w, 4 c Ir.kc 11.e n 1-in.c c r i.1 &, c" 111; mM'lt••m s.-rAffl-l!l'J!HIHJTf ,tG..., ~ ?J-. 11-30-06 GLEN P, PARK£R iRCEi 664901 OP. 06-30-0!1 tlA1E WATER P!PEUNE 'Jr DATA TAB!.£ ~ DE.U A/BEARING RADIUS LENGTH 5 N 23" 18'54' E -168.41' 6 6. -7" l/'08' 2990 374.99' NOTE(S) TO THE-CONTRACTOR: CONTRACTOR IS REQUIRED TO SUBMIT TRAFFIC CONTROL Pt.ANS· FOR REVIEW AND APPROVAL BY THE CITY'S TRAFFIC ENGINEER FOR Afl!Y WORK TO BE PERFORMED WITHIIII RANCHO SANTA FE ROAD. ALL WORK ACTIVITIES IN RANCHO SANTA FE ROAD SHALL BE PERFORMED BETWEEN THE WORK HOURS OF g,30 o.m. AND 3,30 ?,m. . THE PROJECT . WORK . AREA IS ADJACENT TO ENVIROMENT ALLY SENSITVE HABITAT KNOWN TO BE OCCUPIED BY THE CALIFORNIA GNATCATCHER. DURING THE BREEDl!IIG SEASON PERIOD OF FEBRUARY 15 THROUGH JULY 31, NOISE RESTRICTIONS WILL BE IMPOSED ON THE CONTRACTOR THAT MAY AFFECT THE SEQUENCE OF CONSTRUCTION ACTIVITES OR REQUIRE THE USE OF SOUND BARRIERS. REcER 'ro SECTION 6-2,PROSECUTION or WORK •. ,OR SPECIFIC REQUIREMENTS. COMMENTS 8' PVC C-900. DR 18 AND 2.5" SDR 2/PVC WATER PIP£ 8' PVC C-000. DR 18 AND 2. S' SOR 21 PVC WATER PIPE OLIVENHAIN MUNICIPAL WATER DISTRICT BENCHMARK: 61-1.z_t(, lk&-1 DATE• DESCRIPTION• K-302. A STANDARD DISK STAMPED K 3D2 1935, SET IN THE TOP OF A CONCRETE POST ELEVATION• 533.39 NGVO 29 (MEAN SEA LEVEL> PER NGS DATA SHEET LOCATION• FOUND U.S.C.&G.S. BRASS DISC STAMPED "K302 1935" IN CONC. MON. POINT LIES 8.5' EASTERLY Or EASTERN BERM LIIIIE ON RANCHO SANTA FE ROAD. 133' NORTHERLY Or ELECTRIC TRANSMISSION LINE. POLE MARKED "TL23011" AND "TL13825" AND APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECTION Or RANCHO SANT A FE ROAD AND LA COST A AVENUE NO DATE BY DESCRIPTION RE\/ISIONS DATE: 11/30/2006 SCALE: 1._40' · · · PROJECT NUMBER: 1058 "AS BUILT" . ~~...,,~ 2-2"6-0 P.E. ~9/7J:' ,:xp3•"!>/•/b DA'l'E REVIEWED BY• INSPECTOR SHEET OES1GNATIO!llt DATE C17 I SHEET [I CITY OF CARLSBAD 19 _ ENGINEERING OE':_ARTMENT CARL SB AO FlRE STATION No, 5 OFF -SITE WATER Lfl\fE APPROVED WILLIAM E. PLUMMER 6,,,.~" -r. ~"~•°lxf, 1-z+t0 'OP\JTY ITY ENGINEER PE 2&176EX, 3-31-08 DATE OW~ sy,· __ CHKD BY• __ RVWD-BY• PROJECT NO. 3901 ORAWING NO. 440-S ., '--~--- . i I i i ---.. I __ _ f--'- 1 I i -~ 5AfCO PRODUCTS • NEW HOPE, ~A AEOAOER B'fAIIR"f NUMBER 8553 ' I DRAWING MJMBER SAFOJ.PAODUCTS • NEW HOPE, M!NNaJTA Fti!FlCEFl. l"f"f l'IIIFll' NlJMBEA 6553 SAFCO PRODUCTS • NEW HOPE, MINNESOTA AECRJERB'f FWrr NUMBER 6553 . -·· - . -----. ------,-. "-.. ---····· -··. --.• ·--·-·-----·--··· -----... ' • -----· -----,--. -•·•<--• ·····-···-·-·····-"'--~---~-~----------.. -----·-·· --. --·--· ------------. ----·-·---------- DRAWING NUMBER DWG, 44().6 20of95 .. -----------•1•1!!11111':•-•-llllll:-_, ----~-~ --........,. ......_ _. ~-llllrlll'lWrfM?IM•U.:---------_, ---------.... .._. SAFCO-PAOOUCTS • NEW HOPE, ,v\lNNE&ITA RECROER fN F'N1T NUMBER 6553 SAFOJ.Pf,QOUCfS • N8N HOPE, MIN""830TA FIEOROER PNIW'fl NUMBER 6553 SAfOlPROOUCTS • NcWHOPE, MiNNffiCITA l'tiHlEFI BY....rr MJMBER BSSa ---------------◄-•----o;•--~-~·--5..,.. __ ----------~-•-.o•----•---~,.-~11..S-l-M'-. ------------=-•www---·-----•-•-"""""°--· ------___ .. _ ----- ' . ' :t l I I I I I --l ' ' ,,-, 0G I \_ SIT P/?OF/L[ FOR INVE:RT [L[VA T/ON A EXISTING 16" STEEL WATE:RMAIN ' I ' -----1 \L_-l-----1 ' I 7•± B ■' . . ' L_ ---~----~-----------·· ... -----·---- . ---------------·-------------------------------------------- 1 f-----------15' + ----------1 PIPE: SUPPORT ---._ (TYP.) l?[OUC[O PRE:SSUI?[ ASSE:MBL Y PE:/? OMOO STD OWG NO C-3.4 •• \_• \1,," 1,,· . L. •• I,, • I • . I. -, I., • 1,,." ~• • •,•• ?.,•. • •.,. E. • L. .. L" tr, : ' . "''. L "" , 8" PVC CLASS 150 __.... THRUST BLOCK PE:/? -- OMWD STD OWG NO 0-3.6 OMWO --+--Pl?IVA TE: SECTION A-A WA TF:R SERVICE ASS[MBL Y FOR 1-1 /2" ME:TER PE:R OMWO STD. OWG. NO. 8-1.3 NO SCALE B OIS'Tf?ICT INSTALU1) ~ WAT[/? M[TER P£R STD OWG NO B-1.8 l?[OUCF:O P/?l:SSIJ/?£ ASSE:MBL Y P[/? OMWO STD OWG NO C-3.4 ~8" PVC CLASS 150 PLAN: CONNECTION DETAIL WTR 'A' I WA 7E'I? Sffil/lC£ ASSY ~ i FOR 1-1 /2" M[T[I? P[I? OMMJ STD OWG NO B-1.3 SLOPE: UPWA/?O 2% MIN -·-C·:::=::::::•:;;:-~•i=-~·:':-;:;:':-~:,c.J NO SCALE: /MITE/? BOX l?E:OUCE:O Pl?[SSURE: BACKFLOW PR[V[NTOFI ASSY PE:R OMWO STD OWG NO C-2.1 1•4· ,.. ,1,.. MITE/? TO El[ INSTALL[O BY WAT[/? 0/S'Tf?ICT SECTION 8-8 NO SCALE OMWO --1--PF/IVA T[ • A (Ml) 1 2 3 4 5 6 7 8 9 10 11 ---------------------------------------------------------------------------------------------------------------------------- E:XIST AC Tf?AIL ~ 8 bl l:e ~ it c:i c:5 • • IQ ~ ci!i ~ .WOTH AT TOP OF Tf?[NCH OISTUF18£0 SU/?FAC[ TO BE: /?l:PLAC£0 W!TH 3" OCCOMPOS[O G/?ANI T[ WIDTH •A• IS TO El[ A MINIMUM OF 6" ANO A MAXIMUM OF 9" MA/?KING TAP[ BACKF7LL Tf?E:NCH ZONE: WITH NA TIV[ [A/?TH BACKFIU OR IMPORT£0 MA7E'/?IAL Pffi STD SPE:C 02223 BACKF/U PIPE: BAS[ ANO PIPE: ZONE: WITH IMPOl?TF:O SANO PE:/? STD SP£C 02223 PIP[ BEDDING AND TRENCHING DETAIL LIST OF MATERIALS 16" FLG 01 TEE 16"x8" FLG 01 REOUCE:R 8" FLG RWGV 2.5" PVC CLASS 150 8" FLGxFLG 01 90' BENO 8" FLG DIP (LE:NGTH AS REQUIRED) 1.s·x2.s· RWUCER 2• BLOW OFF VALVE ASSEMBLY PEI? OMWO STD DWG NO A-1.1 a· FLG DIP (LE:NGTH AS REQUIRED) 6" FLG FLG RWGV 8" X a·· FLG 01 l?[OUCE:I? ~OTE(S) TO THE CONTRACTOR: CONmACTOR IS l?[CXJIF?EJ) TO SUBMIT mAFFIC CON'Tf?OL PLANS FOi? !?[VIEW ANO APP/?OVAL BY THE: CITY'S mAFF/C [NGINITFI FOi? ANY WORK TO El[ PUIFO/?M[O WITHIN /?ANCHO SANTA FE: l?OAO. ALL WORK ACTIVIT/[S IN /?ANCHO SANTA FE: /?OAO SHALL B[ P[/?FOl?ME:O El[TW££N THE: WORK HOUl?S OF 8: 30 a.m. ANO J: 30 p.m. THE: Pl?OJE:CT WORK Al?E:A IS ADJACENT TO E:NVll?OM[NTALL Y S[NSIM HAB/TA T KNOWN TO 8[ OCCUPI[[) BY TH[ CAUFORNIA GNA TCATCH[/?, OUl?ING THE: BFIU:OING SE:ASON Pffi/OD or ~UAl?Y 15 MOUGH JULY Jt, NO/SI: Rl:STRIC'/10NS WILL BE: IMPOS£0 ON TH[ CONTf?ACTOR THAT MAY AFF[CT TH[ S[QU[NCE OF CONSTF?UCTION ACTIVITF:S 01? /?[QUI/?[ THE USE: OF SOUNO-BARl?l[l?S. ·-· l?EFE:FI TO-SE:CTION 6-2;Pl?OSE:CUTION OF WO/?K, FOR SP[CIFIC l?[QUll?E:MENTS. CON'Tf?ACTOR SHALL PAY OMWD FOR ALL WATER CONN[CTION FE:[S 1/VCLUOING TH[ COST OF TH[ 1.5" A/VO 5• WATER METfRS. NO SCALE: \. I-.. OI.IVKNHAIN :MUNlCIP:AL lfAffl DISTRICT 01,.TE• BENCHMARK: O[SCl?IPTION: K-302. A STANDARD DISK STAMP[[) K 302 1935, SE:T IN TH£ TOP OF A CONCR[T[ POST W:VA TION: 5JJ.J9 NGVO 29 (ME:AN SE:A LE:VE:l) P[R NGS DA TA SH[[T ~foP9~~iiN~cJ',fc:ci.1~.s. Bl?ASS 01sc. STAMP[[). dN Nlt.kt~o8'&N~sw~bA°(: f§l'Wcft?Rfll. -lrf E4EJ§b91IRffff1-lrcfi2'sltJ,./m A~,ttfi£~ m Y 1.2 MILES NOl?THE:RLY OF TH[ INT£/?SECTION OF l?ANCHO SANTA FE: ROAD AND LA COSTA AVE:NUE: - - Architects 8001'.HERN CALIFORNIA \ltrvmla ·°"'9 Tower 10470 Foolfll" BouffMml Roncho~ Caltfomta ~1730-3754 tel: S,OS,-987-0909 fox, 90!>-980-9980 co • 0 z "O C: -co c:: ~ 0 Q) ~ ·-Cl) I • LL<C m C'O I • o_ Jg c.> en Q) C ~ Cl C0 "0 0) ~ U') co o~· ·-'-LL .c ,_ --LL "O 0 CO co c:: c.> .0 co "'C (,/) 0:: ,:: m co ~ 0 .0 c.> N en r- '-co (.) CONSULTANT DOKKEN ENO!NEERINO www.DOkk&Nlngi-r!nQ.co,i '57SMfh-Mll2' s.n-.rA.,et!3" (11!1),r+,m & t? P .... L u-30-06 GI.Et.I P. PAAl<ER (RCE:. 6MDO) EXP. 09-30-08 Clol..TE . 6 . 6 6 6 6 ·- 6 ~ NO DATE BY DESCRIPTION REVISIONS DAT[: 11 /JO /2006 SCALE:: NTS Pl?OJE:CT NUMEl[I?: 1058 'AS BUILT .. 'l-? / -hk ffe.Bh P, E,.,,,3."r7'/' EXP,:,/,~ DATE SHEET DESIGNATION, C18 I SH20EET I OF CARLSBAD S~EETS ENGINEERING DEPARTMENT 'ti~. CAl?LSB_AO FIi?[ STATION No. 6 .Jf?.·· _ WATERDETAILS . .. ----- N'PROVEO - -----------.. --------··--·, ··-- l I . L I I I I I i· ·-- i. ---- r----- ' I ' i 1 ------------------------------------------------------- - ----------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------,,, ~->-, .. -.,;._,. -.-.... ,_._, .,,.,,. ......... ,._ \,--, I- I- I ! -SARO~ • NEW' HOPE, MINNESOTA Fl:l'.:RIER!ft'PIIIR'I' NlMBER ~ i ----•-..--• •• -~-•-"-"'" _,.,u,-~ •-• ' ·• •-• -ss-•-----7---------.·-·· ---,. SAFCO-PAOOUCTS • NEW I-IQFIE, MINNESOTA AEOflzA 8"1"111Frf Nl..lMEIEA 8553 DRAWING MJMea:! SARD PRODUCTS • NEW HOPE, MINNESOTA t=E:'A:ER f!'tFIIIR'l" NJMEIEFI 6553 -. -·· ,--. ------· . -' -~ ,_,. -,--_-----.. --. -·--, --------. -.. ·-·---------------. - DRAWING NUMBER &\FOl PRODUCTS • NEVv' 1-rOPE. MINNESOTA FEOAOER 89' FW=fT NUM'EA 8663 . . -' ... ··-----·-.. --.-,-·----.... _. _____ .,. ---,-------. ---- -------------, -------. -------- -----. --.----. -. .. -. . --, .... ----·~·-····· --,-. -··-··---' -----·· ,. ·-···· .. ., . .,_. __ ·----·---· -. -·----------. --------------' .. ---. ---------...... SAFO)_pAQOUCTS • NEW HOPE, MINNESOTA fEOFDER efF'Jl¥ff M.lMBER 6553- OOAW!1'IIG NUMBER DWG 440-:6 · 21of95 . 5AFCO PAOOt:iCTS • NEW' l-tQFIE, M!NtrESOTA ~ flt NfJr N1:11W1EF1 8553 - = ·-·--- - ----------, ... _ ------------ - -....... _ .. ,_,_,_! __ -- --,_.,.,., .. ' ~-'_ .. -· ' .. .,. TRAFF IC SIGNAL GENERAL NOTES c SHEETS c1 9 AND c20 > 1. THE LOCATION OF ALL UNDERGROUND UTILITIES rs APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY ALL JOB SITE CONDITIONS. 2, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL.UTILITY AGENCIES AT LEAST 4B HOURS IN ADVANCE OF CONSTRUCTION. 3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHEmrISE SHOWN. PULL BOX COVERS SHALL BE MARKED WITH TRAFFIC SIGNAL. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED,,MAXIMUM PULL BOX SPACING SHALL BE 200'. 4. ALL CONDUIT SHALL BE 3# UNLESS OTHERWISE SPECIFIED •. 5. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3* CONDUIT INSTALLED TO THE AOJACENT - NO. 5 PULL BOX, THE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3" CONDUIT STUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTURE USE, 6. ALL SIGNAL HEADS SHALL BE 12H IN DIAMETER WITH BACK PLATES, ALL RED, YELLOW, GREEN AND PED- ESTRIAN SIGNAL INDICATIONS SHALL BE L.E.D, 7. PEDESTRIAN HEADS AND PUBH BUTTON SIGNS SHALL BE INTERNATIONAL SYMBOLS, PEDESTRIAN SIGNALS SHALL BE TYPE "AH, L.E.O. PEDESTRIAN PUSH BUTTONS SHALL BE 2" ADA, 8, ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS, I 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF TRAFFIC STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL ANO TRAFFIC SIGNING SHOWN ON THIS PLAN, I I ------------------------------··-- GENERAL NOTES CONTINUED: 12, A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND All OTHER ASPECTS OF Tf!E WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION, APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING, 13. ALL INSPECTION REOllESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760)438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 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. 14. THE OWNER AND/DR APPLICANT THROUGH THE DEVELOPER AND/DR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING. AND SHALL BE SOLELY RESPONSIBLE FOR CONFIRMING TO ALL LOCAL• STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TD LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH· OR TRENCHES DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET CS' l OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER ANO/OR CONCER!l!EO AGENCY PRIOR TO EXCA- VATION. IF THE PLAN VARIES FRO\lf THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTOR'S EXPENSE, A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. ' ..• ,-:.... '' --••. ··-· . -···--··· ' -• c_,,,_ ,,_ • .. ".·. - . _.,.,~--·"-·-'"""'"·'-·"' ·-----· -··-· ...... --••• _, ______ -•-·" ,, ,., •.• WORK· TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: STANDARD SPECIFICATIONS 1. THE CITY OF CARLSBAD SUPPLEMENTAL PROVISIONS TO THE .GREENBooK· 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2006 EDITION) 3. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS (JULY 2002), DOCUMENT NO, 769894, FILED JUNE 5, 2003. 4. FEDERAL HIGHWAY ADMINISTRATION CFHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CMUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT. 5. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. STANDARD SPECIFICATIONS (JULY 2002) SPECIAL NOTE: CONTRACTOR MUST NOTIFY THE BELOW LISTED AGENCY AT LEAST TWO t2> WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION: UNDERGROUND SERVICE ALERT CUSAJ 1-800-422-4133 10, THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE PUBLIC WORKS DIRECTOR OR THEIR REPRESENTATIVE FOR THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS ANO LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TD PAINTING AND INSTALLATION, 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, ANO THE PERllfITTEE WILL NOTIFY THE CITY ENGINEER, DPERATONS WILL NOT RESTART TRAFF IC SIGNAL CONSTRUCTION NOTES (SHEETS C19 AND C20) UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FRO\lf THE CITY ENGINEER TO DO SO. 11, SIGN PANELS FOR THE INTERNALLY !LLU\lfINATED STREET NAME SIGNS SHALL BE FABRICATED USING PRISMATIC LENS SHEETING (DIAMOND-GRADE OR EQUIVALENT), SIGN PANELS SHALL BE 6' WIDE, [2J INSTALL TYPE 170E CONTROLLER IN MODEL 332 ALUMINUM CABINET INCLUDING THE 17, All OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, NECESSARY ACCESSORIES TO PROVIDE THE PHASING AND OPERATION SHOWN ON THIS DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED PLAN, THE CABINET SHALL HAVE A PULL-OUT OOCU\lfENT TRAY. THE CONTROLLER UNIT 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING. STOP SIGNS, "STOP AHEAD" LEGENDS, "SIGNAL AHEAD" SIGNS AND LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNAL IS ENERGIZED, GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU SHALL BE EQUIPPED WITH ONE MODEL 412C PROGRAM MODULE, ONE MODEL 404 FRIDAY AND NO EARTH\lfOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS, CA LIST OF MODEM, ONE BLANK MODEL 27256 EPROM PROGRAMMNG CHIP, TWO MODEL 752 DUAL CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER). PRIORITY DISCRIMINATOR CARDS, TYPE 200SA LOCAL INTERSECTION CONTROL PROGRAM 13, THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY THE PUBLIC WORKS DIRECTOR, 14, FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES, PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS. 15, ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING ANO STRIPING CONTRACTOR, 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH ARE DISTURBED DR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED ANO REPLACED WITH APPROPRIATE MONU\lfENTATION BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LANO SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LANO SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. 17. LIMIT LINES ANO CROSSWALKS SHALL BE FIELD LOCATED. 18, TESTING OF CONTROL EQUIPMENT ANO CABINET WIRING SHALL BE ACCOMPLISHED AT A FACILITY DESIGNATED BY THE CITY OF CARLSBAD, THE CONTRACTOR SHALL DELIVER AND PICK-UP EQUIPMENT. 19, THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERATION. 20, THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS ANO SCHEDULING WITH SDGM: AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS. 21. ALL SALVAGED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 22, LUM!NAIRES AND I,I,S,N,S, SHALL HAVE TYPE IV P.E.C, 23, ALL DETECTOR LOOPS SHALL BE TYPE HE" 6' DIAMETER AND CENTERED IN TRAVEL LANE UNLESS NOTED OTHERWISE. GENERAL NOTES ( SHEETS C19 AND C20 J. 1. THIS PLAN SUPERCEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THlS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY .. SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY. PRIOR TOPER\lfIT ISSUANCE, A CERTIF!~ATE OF INSURANCE MtlST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000.000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF nAn AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY nBESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PER\lfITS HAVE BEEN OBTAINED FRO\lf THE CITY AND OTHER APPROPRIATE AGENCIES. ; 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE DR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COM\lfENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM, 20,THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECOROS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWJII OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES DR STRUCTURES NOT SHOWN. 21, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND ANO UNDERGROUND) WITHING THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK, 22,THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES CSEE BELOW) AT LEAST TWO FULL WORKING DAYS STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY PRIOR TO REPRESENATIVE. UNDERGROUND SERVI CE ALERT ...................................................................................................................... C BOO )422-4133 SDG&E ............................................................................................................................................................. ( 8 DO ) 660-7343 PACIFIC BELL ............................................................................................................................................... (800)892-0123 C !TY OF CARLSBAD C STREETS ANO STORM DRAIN ) ..................................................................................... ( 760 )434-2980 CI TY OF CARLSBAD C SEWER, WATER I!. RECLA! MED WATER) ............ -... · .. ···-····· ... ·-·······-.. ·-··········· C 760 )438-2722 SAN DIEGUITO WATER DISTRICT ................................................................................................................... (760)633-2650 LEUCADIA COUNTY WATER DISTRICT ............................................................................................................ (760)753-0155 VALLEC I TOS WATER DISTRICT················-····· ...... _ •..........•• -........................................ _ .......................... C 760 )744-0460 OL I VENHAI N WATER DISTRICT ........................................................................................................................................................................... C 760 )753-6466 BUENA SANITATION DISTRICT ........................................................................................................................................ : ........................ (760)726-1340 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO TITLE SHEET, 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER, 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT 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 TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: CA) SUM\lfARY SHEET, CB) LABORATORY WORK SHEETS AND CC) 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 COMPLETION OF FIELD TESTS. THE ' WRITTEN FIELD COMPACTION REPORTCS) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. AND EDI 2010ECL CONFLICT MONITOR UNIT. AN UNINTERRUPT!BLE POWER SYSTEM CUPS) SHALL BE INSTALLED TO PROVIDE A MINIMUM OF 8 HOURS RED FLASH OPERATION AT INTERSECTIONS USING RED LED SIGNAL INDICATIONS AND PROVIDE POWER CONDITIONING TO THE CONTROLLER (CLARY SP 1000 SERIES OR APPROVED EQUAL). BATTERIES FOR THE UPS SHALL BE HOUSED !NA NEMA 3R RATED CABINET MOUNTED TO THE SIDE OF THE MODEL 332 CABINET PER CALTRANS SPECIFICATIONS. BATTERY CABINET DOOR SHALL BE EQUIPPED WITH A BEST COMPANY LOCK CORE AND LOCK. ~ INSTALL TYPE III-BF SIGNAL ANO LIGHTING SERVICE ENCLOSURE PER SDG&E REQUIREMENTS, PROVIDE 50A-1P, 12DV SIGNAL METERED CIRCUIT BREAKER, 15A, 120V I,1.s.N.s. METERED CIRCUIT BREAKER, 30A-2P, 240V LIGHTING UNMETERED CIRCUIT BREAKER, SERVICE CABINET SHALL BE FABRICATED FROM ANODIZED ALUMINUM SHEET. 0 INSTALL SINGLE CHANNEL E,V.P.E. DETECTOR UNIT (3M OPTICOM MODEL 711 OR APPROVED EQUAL>. CONTRACTOR SHALL FURNISH ANO INSTALL E,V.P.E. EQUIPMENT, MOUNTING HARDWARE, CABLE AND All OTHER HARDWARE NECESSARY. SEE DETAIL "A" SHEET C20, El INSTALL MAST ARM-MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL •u•. SIGN TYPE AS NOTED ON PLAN, 0 INSTALL VIDEO DETECTION SYSTEM CITERIS VANTAGE EDGE OR APPROVED EQUAL) TO PROVIDE VEHICLE/BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN ON.PLANS, INCLUDING VIDEO DETECTION PROCESSORS ANO VIDEO MONITOR IN THE CONTROLLER CABINET. VIDEO DETECTION SOFTWARE SHALL BE LATEST VERSION. 0 INSTALL TYPE I PEDESTRIAN BARRICADE WITH TWO R49(CA> SIGNS (BACK TO BACK) PER CALTRANS STANDARD PLAN ES-7P. 0 INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM ON MANUFACTURER APPROVED RISER (PELCO ASTRO-BRAC BRACKET WITH 74• RISER MOUNTED ON THE BACKSIDE OF THE SIGNAL MAST ARM) ANO ALL WIRING ANO ANCILLARY EQUIPMENT, 0 FURNISH AND INSTALL TYPE •A• INTERNALLY ILLUMINATED DUAL FACE MAST ARM MOUNTED STREET NAME SIGN. SEE EQUIPMENT SCHEDULE FDR LEGEND, USE UPPER ANO LOWER CASE LETTERS. .. - .-... - Architects IMNC1fO CUQIMONG,t °FOlSJM •EMEKrYllll: SOUTHERN CALIF'ORNIA Vi'!flnlo Dare Tower 7 0470 Foothill Boulevard Rar,cl,o Cucomongo carrfomi,, 97 730-3754 , ··-' , tel, 909-987-0909 ,_~ - fa>t: 9Q9.98Q.9980 • _.,, . . , , co • 0 z -0 ..... rn C C: 0 Q) et: 0 E Q) t: ·-LL<( ....., co-m 0.. $0 ....., Q) en C C: ~ rn -o Q) Q) (I) rn s.... oi ·-s..... LL .c-·-0 s.... LL -0 c: ro ro rnO "'C .0 en et: m -s..... rn "l""' .0 () 0 en N r-,... -s.... m 0 CONSULTANT Ll1'1SCOTT, LAW &. GREENSPAN, ENGINEERS 4542 Ruffner S+r-ee+. SuJ+e 100 Son Diego. Ca 92111 [:::,_ lo6·W7 .,z "COJVA7RMED 6 6 [:::,_ [:::,_ 6 NO DATE BY OESCRIFTION REVISIONS . DATE: 11/27/06 SCALE: - PROJECT NUMBER: 04142.00 "AS BUILT" ~ ...... _____ . _________________ .;.___ ______________________________________________ ~" 2-2r/~ P,i:. Zf!Oi l:l(P, 3::-}(•A> DATE REVIEWED BY: I ' ' ' I INS!'ECTOR DATE SHEET DESIGNATION: Cl9 _ . [sHEIT72E,ET I CITY OF CARLSBAD ~. ENGffilEERING OE!'ARTMENT II s~~s I CARLSBAD FIRE STATION-NO:. 6 TRAFFIC SIGNAL NOTES APPROVED ,-, ;>,;-, ~ ~ Y CITY E~GIN1 OWN BY: CHKD BY: ___ 1 RYWO BY: WILLIAM E. PLUMMER l-1'8•"2 EXP, 3· 31-0S DATE PROJECT NO. DRAWING NO. 3901 440-S - - r=----=-i . ' -; I I ------------------------------------------------------------------- -------------------------------------------------------------------------------------------- -.. -----t.,;·;;,--,,;;,,·· ·;;,· --."" .. -· a,;;;----,---·. ·;;,;-·,;;,·------;;,,·· -,.,·· ,-1 SAFill PRODUCTS • NtBN HOPE. MINNESOTA REORCl6'I Pit l"JIV'l'f NlMBEA 8663 ------. --· ---===---SAfiD. F'RODIJCTS-• t,EW H(PE, MINNEEIJTA-- fEIJFIOER-rNRIIR'r NUMBER 8553- ---·------··--SAFill PAOCIUCTS • NEW HOPE. MINNESOTA ----··-· · --· ...... · · .. · ------------ ~ f!N'F'lifrr NLIMBEFI 8553 · --------· -----------,_, __ -------····-· · Sl!IFCO-PAOOUCT6 • NEW'HOPE.MINNESOTA -------·----····--- ~ ~ Ml:IMBEFI B65S - -·--·-·~rW'!.,,.t-------...... SAFOJPROOUCTS • NEW HOPE.MINNESOTA .. _ ~f!NFWff Nl.M!EA-8653. ·--·~-~--- ' -----, -' ., ______ ---· --•-·---------< ••• -"·'". • ,. ........ .----···~·" ..... .,._, _________ --·------·-------------·---.--,-- ·DRAWING NUMBER DWG 440--6 Z2ofgs · '-·-·-'--·' ----------------~~ .. •----~----~ . } . _..........,. --:: ........ TIii ... -, ---------_ . .,,.,. --~-----------------. ··--·-·'"·---------------------,.,.,. 1 'I 7 ' ,. ·--·1 . .. I ~-' EQUIPMENT SCHEDULE Pl.ACEMENT SIGNAL MOUNTING AND PLACEMENT STANOARO DIMENSIONS LOc-f-----,-----li---,--,.....--1-----------~------1 MAST ARM VEHICLE PEOESTRIAJII TYPE SIG UM B. E. C. @26-4-129 40' 15' SEE PLAN ® 15 -15' SEE PLAN © 29-5-129 50' 15' SEE Pl.AN @24-3-129 35' 15' SEE Pl.AN p SV-1-T Rf6 SV-1-T ~- SV-2-TB .112 J14 SV-1-T Rf4 •~ RED ARROW. YELLOW ARROW. GREEN ARROll' NOTES: MASTARM MAS J16 MAS J16 MAS Rf4 SIGNAL PPB SP-1-T _216P SP-1-T .l'fSP .l'f6P REMARKS 250W UPS 00w[II "Fire Stcrt-Ton 6" t50W HPS l?SOW WPS 00w[II "Flre Station 6" DETAIL "A"[Il OPTICAL DETECTOR ASSEMBLY EVPE TO BE MOUNTED 7' FROM END OF MAST ARM 3M •OPTICOM DETECTOR" MAST ARM STAINLESS STEEL BAND 1. ALL EOU[PMENT rs NEW'UNLESS OTHERWISE SPECIFIED. 2, CONTRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MAST ARMS, SIGNS THIS SHEET MAST ARM MOUNTED SIGNS 0 ~R3-18 YI POLE@ POLE© R73-2 CCAl ~R3-4 POLE@ l\'11-8 \ ~R10-13 o □Ml-3 [!l]R4-7 DETAIL 22, 50 L.F. ~ POLES@&© RANCHO SNIT A FE ROf,[) ----.---- ---- ----------- -----:-;~;r-'f[=:c=---~W-1-1-405' TO c'\r-W11-12p)i! L:1 Ll"l-r LINE 1325' TO II~ EXISTING 2"C,2#6, 1#8 SDG&E SERVICE 2•c, 3#2 TO POINT D161594\ ___ sD_G_~_s_E_R_v_1c_E_P:NT ---- 23.J 8' 12' 12' 12' B' 2"C.2#12, . 4#10,1#8 -----------------~---. :J'-10' Rf5L ___________ eZ._ I =-------------r------ 12' I L------ 12" WHITE PHASE SEQUENCE DIAGRAM VEHICLE AND NOT i _J PEDESTRIAN ... NOT ~ MOVEMENTS USED USED 4 LEGEND ---CONDUIT ,.. VEHICULAR SIGNAL HEAD NOT NOT USED USED LUMINAIRE PEDESTRIAN HEAD CONDUCTOR SCHEDULE p AWG SIZE H OR A CABLE TYPE S E POLE OR CIRCUIT CONDUIT SIZE AND RUN 3• 3• -3 -3 3• NEMI\ f'ltASE DESIGNATIOII Rf1 .112 Rf3 Rf4 ~ . .116 Rf7 918. EVPE C 1--1-_;P,.:Ol=E--_,;-E-*-,l~,.j,<::....,.f,C--!,,!-<=-!,,I 0 1-+..:...::::~-4~..j,<:~~~~~~-,I ; l--+_;P~OL::::;:E:...._~D~-i,,:;__,.i,,:::-\,IL..-\.l<'~.!£:.--,,1 SEQUENCE WITH CALLS ON ALL PHASES \ ' J.02-1-0s H.02-1-06 H .0'4 I DETECTOR ASSIGNMENTS DETECTOR PHASE SLOT FIELD NUMBER NUMBER TERMINALS 1 Rf2 I2U T2-5 & 6 2 .0'6 J2U T3-5 & 6 .0'6P _0'6P 113U TS-7 & COM9 EVA Rf2+05 J12U T9-4 & COM6 EVB .0'4 J13U T9-7 & COM9 EVC Rf6 J12L T9-5 & COM6 CONTROLLER SERVICE CABINET r--, L---' VIDEO DETECTION ZONE IC! VIDEO DETECTION CAMERA ... ROADSIDE SIGN EXISTING STRIPING EXISTING STRIPING TO BE REMOVED PROPOSED STRIPING REMOVE CONFLICTING EXISTING STRIPING BY GRINDING. ALL DEBRIS SHALL BE REMOVED BY THE END OF EACH WORK DAY. ® STATION -50' TO 1 234+84 DETAIL 39A, 200 L.F. . Rf6P LlMIT LINEl \ u f--+-----1-"'--,"'""'"....,.f"'--"""'--,11<"---,1 C 12 Ti--+-----i-:~.::.....,,1£--,1<'.:....;.,:____,.i 0 1--+----~.,.i.<::....,,.ii,,::....~-,,1o~ R TOTAL CABLES -3 CON I 12 CON 12 !!SNS 10 LUMINAIRES 2 2 4 0 2 8 GROUND 1 1 2 1 1 6 SERVICE 0 0 0 0 0 2 0 1 1 1 0 TYPE "B" DLC 6 0 0 1 1 1 1---'------l---l---+--l---l--l TOTAL O 1 2 2 1 2-+5 EVPE 1 1 1 1 4 EVPE 1 1 1 DLCM 6 EVPE 1 1 TOTAL 1 1 3 3 1 VIDEO POWER (3#16) 1 1 1 1 0 COAX tVIOEO DETECTION) BELDEN 8281· 1 2 3 3 0 SIC t6PR#19) 0 1 1. 1 0 TOTAL CONDUCTORS I CABLES 10 14 .25 18 7 . ' . ,,.. ---------!/-__,-,.....,.....:::::::;;t:::=\\\-J_:_3"C, 1 DLC \ Rf5 __ SJ! s'-..., --~ i 1 -_ -==:--''\~--~25' To , J ;,,;,;, ,_ ~\'=---~-. _ \ _ _ LIMIT LINE--, 7-- L- ...... _i--~-------------L.: :::r;;:r::::-----~-~ c-]916 -==----=...!!---:;= ½?e:_"'!!!o-!!2_ ts:: I W11-8 f -------, ---------':"' ______ ---8 1 \ --~ ~ ~ !f-2 2P- '---' __ j GR ~~~-L,F. 1 I ________ \ \ --'"'------., ~ 12' \--------------\--------------1 -\ \ -i'GR 95 L.F. 1 t Rf6 --\\_ _ \. --------------J -===-----1 _ _ 12' \\ -\, _ (1R95 L.F. ------= - 12" WHITE 12' \;-, -\, --- DETAIL 29, 30 L,F. ' \ ri13 EVPE "'2-._,,,5 ---t \,, \•-1,--325' ro - 1 LIMIT LINE-i · \ 1w11-s \ •1.2~;:WQ~';==.t~ --- Architects SOUTHERN CALIFORNIA · Vlrglnio Dom Tower 10470 Foofhl/1 Boulevorcl RcmchoCucamongo Co/1fomlo 91730-3754 tel: 909-987-0909 Fa,,: 909-900-9980 co • 0 z "'O -co C: 0 C (1) a::: 0 E (1) 1::'. --LL<C .. co ca 0. ,90 .. (1) Cl) 0 C -co "'O Q) (1) en co ..... 0.0 ·-'-LL .c~ --LL "'O 0 CO co co "C .0 co r.n a::: ca -lo.. ~ ..0 co 0 C) U) N ..... -~ co (.) "' ' rL1t,Hl LINET - ---- ,R,CVV ------~VA"'R"Il'oES;,-- r------PC~i: _Rfz_..,___ -1----1- ! ' , y L /1'C\tV __ -_-::s.._ ---- ___ §1130 L:F L:'.J ,, -..-,, o/~ To -, --------fd-2-~._,!~-::[ 12' \ \ LIMIT LIN['i --= RCvV ------''i-::~:W.1 --\ \ --- ----Rf2◄H---I R1-0-1"1t'VV -----'12,c,_' __ -_ __,,_ -\ -=-----=-~~ -,~Cvv ----.-'--· -O(~i~\I --! \ '-" V ' 7 --- \ WlJ _ _.,-A-=-c ~t====i,= 1 ----w-w11-~~--- \ 325' TO fir-R/VI --~t \ EXISTING 3"C, 1 SIC PER DRAWINGS 397-1G ANO 397-1F TO RANCHO SANTA FE ROAD/CAMINO JUNIPERO ROAD INTERSECTION {APPX. 2,600 L.F.) .- \ l - THIS ?LAN ACCURATE FOR ELECTRICAL WORK ONLY TRftFFIC SIGN/>L INST'N.LATION N<JrE: IF SIGNAL IS NOT INSTALLED WITHIN TWO YEARS OF CITY APPROVAL, PLANS .MUST BE RESUBMITTED FOR-PLAN CHECK 90 OAYS_IN ADVANCE OF BEGIN- CONSTRUCTION DATE, (BEGIN CONSTRUCTION DATE REQUIRES PRIOR APPROVAL BY CITY ENGINEER). - VARIES "'2,..-... . 8' ,, L--1 I - ------r------ 1 L------ I Rf4 3' --+ I 6 I ---------,-------'-.;..,_--7=--'t----~ i 50' TO STATION / © rLIMIT LINE~ 233+93 1 -~ R3-4 2<~,----f; -1 \ 3' - © \ STATION -- 1235+15 ---_l?cvv___,\\' ____ \- -\ _ -\ /~C·vv --==--------_ \\ 'T\· --/?1•!;11 12' 8' --\ \ --\ EXISTING 3•c, 1 ~~c PER DRAWINGSF:\~ 397-1G AND 397-1F TO RANCHO ' SANTA FE ROAD/AVENIDA SOLEDAD INTERSECTION CAPPX. 300 L.F.> 20 0 20 40 \ I \ --~ ~ \ 60 8D . ' ---,.....,,, ---- ------..,,_,_ NOTE FOR TRAFFIC SIGNAL GENERAL NOTES, CONSTRUCTION NOTES, SEE SHEET C19. C/JIJT"JON: CONTR/JCTOR TO AVOID SX&E cX/SrfNG /JNDERGRWND F!CIUTIES MD CABLES. BENCHMARK: DESCRIPTION: K-302. A ST /\N()AR!> DISK ST/IMPED . K 302 1935, SET. IN THE TOP Of 4 CONCRETE POST ELEV A TION, 533,39 NGVD 29 CMEAN SEA LEVEL) PER NGS DATA SHEET LOCATION, FOUND U.S.C.&G.S. BRASS DISC STAMPED . -•K302 1935'-IN CONC. MON. POINT LIES 8.5' EASTERLY OF EASTERf>I BERM LINE ON RANCHO SANTA FE ROA0,133'NORTHERLY OF ELECTRIC TRANSMISSION LINE POLE MARKED 'TL23011' ANO 'TLl3825' AND APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECTION OF' RANCHO SANTA FE ROAD ANO LA COSTA AVENUE \ \ -- CONSULTANT LINSCOTT.LAW I!, GREENSPAN, ENGINEERS 4542 Ruffner Si-reei', Suli'e IOO San Diego, Ca 92nl A!JOENOUM z NO DATE BY DESCRIP110N REVISIONS. DATE: 11/Z7106 SCALE: 1~20' PROJECT NUMBER: 04142.00 "AS BUILT" mL;.~l!ttl!tt.:... 2·Z~·b . P,E. "Z9/7& EXP, 3.3/-,tp DATE REVIEWED BY, INSPECTOR SHEET DESIGNATION: . · DATE C20 ~1 CITY OF CARLSBAD ~. ENGINEERNG OEPARTMEN_l . CARLSBAD FIRE STATION No. 6 PROJECT NO. OR4WING NO. 3901 440-6 I ' ' I ~ ' I i _j ' ! I I - - - -------------------------------------------------------------------------------------------------------------------------------------------------------____________ _:__-cc--------::-_-_. __ -_c_c_-_--==-~c~--:_--::_--::..._-_:__--------::-_:_:_~_::._ ______ _ DRAW DRAWING NUMBER ------------------, --------------------------------------------------------------------------------------------------------~ ---------- DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER SAKO 1¥10DUCTS • NEW' HQFlE, MINNESOTA FtiJFIDER PNl"AFff ~ 85SS ' ,' DRAWING~ DWG 440-6 23of95 SAfa::i PAOOUCTS • NE.IN HOPE, MINNESOTA IEIJfOER t!Nl"llfn MJMEiER 81553 !OPE:. MINl'ol:SOTA -'3ER 6553 5AFCn PRODUCTS • NEW HOPE, MINNESOTA R9JFl££R 0'I' l¥IRf NUMBER 6553 6AfOO PRODUCTS • NEW HCPE, MINNESOTA REOFCER M~ NUMBER 8553 SAfCO PRODUCTS • NeN HOPE. MINNESOTA flEORCl:R fH l'aflT NUMBEFI l!i!i53 ·--------------·-----=•--·--··•-.: -------· I I I/ ·i I // 'I ,, /-· I // , ,-/ ;i ;/ .) 14 A-1.2 I I I I I I -' ) I / I I I I I I t I t I I I I SITE PLAN ··-----------<,Jlf~----~------------ -______ ,,. • ..,, ...... 0 • ..,,,., __ ,, _______ ---------------. I I ,, ,, I,· // ;/ I; 'I /1 // .,,---- I I I -'1 , , /l I/ ./ -~/ // _,,. I I I c::_ --GW--_._ '- , , I /f ,; I; ,, ,; /-· , /,' I /' , // // f, ·I I I ;/ ., // 1~' I; // I; ' -------·--------· ,_,,. _____ --··-'·-~·------·------. I I I // (I // /I ii , . f! // !_; I ;',, I I /' /-' ,.' i-' ., I I // I // ,, ,. // // // /I // \, ii «/ 1, ,/ ,, ,, // // ii I l-' ', // h' ;'- // ' ' ' 0214 >-~ ----~;tJJ/i.-··· ,'.:"'/:',.,. i,~t· I I I I I -- I I F.H. 1 '()• I ,--, --, ' I _, ,_ I .____ I f I --1 -I I I -- I ·-·-------- -I I I I I I FLAG LIGHTING N89~42'40"E NEW FIRE STATION F.F. ELEV.= 0'-0" = 533.50' SITE DATUM '----{ 0204 ,,. -r:.--1 --:i. I I --.J-._---< 0252 I I ---- L ___ / I -- I ! •. ·---. I ' ---j 145.34' 1601 )-~ --~ I ----' ' -- ---- -- I I 4 A--1.3 ,~0101 I 02,rr =7'"-..c_ ----=------ TONEW RANCHOSANTA FE ROAD Q ------ ---- 02ffl ,___, 0266 >----' • ,,.-----------------f,, --- ··- -- ---- ·-- 11·· .•. __ / : / : ----I I / --I ., tr--H I --1-_ _'!' I -.. / I ---1-1 I I I I i ---r ~ - -I I -I I --.J / : / : --I I ------I-----19,..,_,. ! I ' ' ' --I ' ' ' --'""--J --- -- , ' , ---- --_! ~=--=-J ;-------I I I f - --- I ~--,fj,,, --- I 1/ I I / I / I I I I B•-3• I ,--..;~lfl!::_1!.;c'!:,.. I I I ~ I 8 I,.-~ ~~ I ,, I I I I t fl , I / , ________ ; 3 • 0 ~ @ 1·= 10·-o· 8 ' ' ' ' ---t~ ' ' I'---..! ---+ ' CONCRl='l"E srDEWAlK SAW Cl.IT JOffl T J1, SEE 16/A• 1.2 EXPANSION JOINT EJ1, SEE 16/A-1.2 W&&222Mi22WW1W NEW CONCRETE MASONRY RETAINING OR ENCLOSURE WALL 8"WIDE, TYP. U.N.O., SEE DETAtl4/A·1,3 'ef F.H. NOTES:. NEW CONCRETE MASONRY PERIMETER WALL WITH T.S. FENCING,, SEE DETAILS 2 AND 3/A.1.3 SITE LIGHTING FIRE HYDRANT 1. SEE CIVIL, MECHANICAL. PLUMBING, ELETRICAL, AND LANDSCAPE SITE PLANS FOR LOCATION OF ADDITIONAL SITE ITEMS 2. EXTEND CONCRETE PAVING INTO TRASH ENCLOSURE, EMERGENCY GENERATOR ENCLOSURE ANO ROLUNG GATE TRACK AREAS 3. SEE CtVIL DRAWINGS FOR ACCESS ROAD INFORMATION 4. SEE 18/A-8.1 FOR TYPICAL SITE CHAIN LINK FENCING DETAILS 5. FOR ENTRY PAVING PATTERN, SEE DETAIL 20/A-6.2 6. FOR MONUMENT SIGN, SEE DETAIL 15/A~1.3 7. THE CONCRETE JOINT PATTERN SHOWN IN THE ACCESS ROADWAY WHICH CONNECTS TO RANCHO SANTA FE ROAD, SHALL CONTINUE IN THE PATTERN SHOWN ALL THE WAY TO RANCHO SANTA FE ROAD MATERIAL LEGEND AND GENERAL NOTES 2 @ ® (0204) @ 0214 0235 (0252) @ ( 0266) ( 0266) @ @ PROPERTY LINE OFF-SITE STREET IMPROVEMENTS, SEE CMt DRAWINGS CONCRETE CURB AND GLITTER, TYPICAL, SEE CML DRAWINGS CONCRETE SWALE.TYPICAL, SEE CIVIL DRAWINGS ACCESSIBLE ENTRY SIGN, SEE 19/A-12 FIRE DEPARTMEII/T CONNECTION, SEE CIVIL DRAWINGS POST MOUNTED KEYPAD FOR GATE COII/TROt.,SEE 15/A-12 PICNIC TABLE, TYPICAL Ck SEWER PIJMP, SEE OP.'11: AND PLHMBINO BRAWINOS DELETE SAND-OIL INTERCEPTOR, SEE CML AND PLUMBING DRAWINGS DO NOT EITTER SIGN, SEE 23/A-1.3 4"WIDE PARKING STRIPING, TYPICAL ACCESS ROAD EASEMENTS, SEE CML DRAWINGS LIMIT OF GRADING, SEE CMt DRAWINGS POs:F !NDIOi'<FElR'IAt!JE, SEE BM~ DRAWINGS D8.ETE ELECTRICAL TRANSFORMER AND PAD, SEE 8.ECTRICAL DRAWINGS Architects RANCHO CUCAMONGA -FOLSOM· EMERYYILlE SOOTHE&~ CALIFORNIA V'n;inio Dore Towe, 104 70 foothill Boulevard Rancho Cucomongo Co/;fomio 91730-3754 tel: 909-987-0909 fax: 909-980-9980 co - • 0 z "O ..... co C C: 0 <D 0:::: 0 E Cl) ..... --.... LL<( +-' co ro a. $(.) +-' <D en 0 C -co "O Q) Cl) Cl) co .... o-£ ·-s..... LL ·-.c "'C LL "O (.) co co cu "'C ..0 co ff) 0:::: ro -.... ...... ..a co 0 (,) (/) N r----s..... ro (.) ........ .· ......... CONSULTANT / I I & 03/21/07 KC .... ADDENDUM No. 2 ---......__ CONFORMED ---- NO DATE BY DESCRIPTION REVISIONS .. : DATE: 06/30/2009 SCALE: AS NOTED PROJECT NUMBER: 04142.00 *AS BUILT". 7-U,,/D P.E.Zf!/7£ l".XPT;;/..ft> DATE REVIEIJEI) BY, INSPECTOR SHEET DESIGNATION: DATE A-1.1 [sHEffil ~ CARLSBAD-FIRE STATION No. 6 SITE PLAN REFERENCE NOTES 4 ' \---- ' l I ' I L : - - w--' . ' - -i DRAWING NUMBER DRAWING NUMBER DRAWING NUMBt:R DRAWING NUMBER DRAWING NUMBER SAFC0 PAOOUCTS • Ncl/1/ HOPE, MINNESOTA SAfCO PRODUCTS • P<EW HOPE, MINNESOTA ·---------------------·---FIEOFCER!l'fl"llffr N.JMBEAS553 -----------------------------------------------FECRJERRV'!Wff NlM8ER 8553 ___ ----------_ SAFCO-PAODUCTS • NEW HOPE. WrlNNESOTA ---~ __ ___ _____ ___ _ ____ "-FEOFOeFl:8¥-AIIRT NUM8fR 8563=-==-----. ___ _ ________ -~ SAFCO-PRODUCTS • NBN HOPE, MINNESOTA ________ , _____ c._J:~,oAOEFUft.FMf.NcM'i!EFl8553 SAfCO PRODUCTS • NEW HOPE. MINNESOTA -----------------------------RliORDiA-ff-Allfn'.~---------------------- -cu:.a-•.-r•u..----------.IIR.,_tllllllta---------·-- - --·---·----------·----------------- ! i i .. '--------~ ' -. ...... ~-! ! i-i ! ------- . - -----' ' .--- ,,----CONCRETE CURB ~---CONCRETE MASONRY WALL CONCRETE MASONRY CAP ~--coNCRErEPAVfNG '---CONCRETE CURB TRASH ENCLOSURE 1/4"=1'-0" 21 ~---CONCRETE MASONRY WALL CONCRETE MASONRY CAP __ _L__ ___ ----L_ __ T /,_,~~~- ~----CONCRETE PAVING EMERGENCY GENERATOR ENCLOSURE 1/4"=1'-0" 22 ~--GATE IN CLOSED POSITION ~--LINE OF CONCRETE MASONRY BLOCK CAP ~--1s· X 1s· CONCRETE MASONRY PH.ASTER STEEL TUBE FENCING ON TOP OF CONC, MASONRY WALL '--,P'---4" X4"X 1/4"T.S. POSTS WITH GATE STOP 4• X 4• X 114• T.S. POSTS WITH. r--:::: PLATE CAP IN I IIMIS FOREGROUNO, : PAINTED--~ RUBBER ROLLERS WITH GUIOE BAACKETSIN FOREGROUND NOT£: IN CLOSED POSITION, TOP OF GATE TOBE PARALLEL WITii TOPOFTUBE STEEL FENCING. NO PORTION OF GATE ASSEMBLY TO PROTRUDE ABOVE TOP OF TUBE STEEL FENCING ' ' I I I I I I ' I I I ' ~ -,.,--w!;, 1'r- •r"1 I I ~ H L II ' " ' " ' " ' " ' " ' " ' " ' II I II I II I II I II I II I II I II II WALL AT GATE Pl.ATE CAP, PAINTED -----RUBBER ~llERS WITH GUIDE B~CKETS N EB 11J:2"e1'-0" 23 -, T.O. I'll.ASTER~ ~REGROUNO + . SEE CIVIL DAAWINGS I 1 CONC_ MASONRY CAP i'----18" X 16" CONC. MASONRY ~ PILASTER IN FOREGROUND I I I I I I I I I I ------CONC. MASONRY SITE WALL .,r-t:10! IOMWHE!:lOVERCONT. BOTTOM TRACK .,,---BOTTOM TRACK 3/4"=1'-0" 24 /~t-------~~--;::::'-s:,-:-----=======SITEWALL L (_~--~):,_.,,:://~====:CONCRETESWALE. SEE CIVR. D~WINGS _,,.-----12" WIDE OPENING AT COIIIC. CURB, SEE CIV1I. D~WINGS r"'-s:---4" WIDE PARKING STRIPING, TYi'. ACCESS SYMBOL, SEE DETAIL 121A-1.2 / I I / / I / I ..... ..... ' ..... I I I ..... I ..... /-, ..... I ', ..... I I I I '--..' I ..... , / / / I TRASH ENCLOSURE CURB ' ' ' ' ' ' ' ' ' ..... ..... I I " ' I / I I --.. --.. I --.. I '---''"-< 112" \VIDE OPENING AT CONC. I / I I ~ I --.. I ', I --.. I --.. --.. ---✓ I --.. ~1 / / ..... ' .? ,,.. ~ ,;' ..... ' ' ..... ..... I I ;, ..... I ',' I © 1 J I I ' ..... I I C(JNCRETE ENCASEO GATE ~FE.TV LOOP. TYP. ' ..... ..... ' ..... ' ' ' , , , , , - ~-;./.__-----~====~==~==============TRASH ENCLOSURE TRASH ENCLOSURE GATE :::':<~:::---i-----@-c_~----------------TRASHENCLOSUREGATE I 1 -f_ I ', , · , r~-CONCRETE ENCASED GATE I '..._ SENSOR LOOP, TYP. , , , ' TRASH ENCLOSURE 1'.ft" ,o, II II I I / / 16 GA. GALV. STI.. SIGN PAINTED WITH WHITE REFLECTOF!!ZED PAINT INCLUDING FASTENERS WITH 1" HIGH BLACK REFECTOR~D PAINTED GRAPHICS AS FOLLOWS: UNAUTHORIZED VEHICLES PARKEO IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACAROS OR LICENSE PLATES ISSUED FOR PERSONS WITH OISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT 1"R 1YP II II ,., l =~LEPHONING . TUBE STEEL POST ' N N I ......_ -....._ I ✓ I ......_ I I I I ..... z ', ' '< ', I ', I ' ...._ ', ' ' I ', I ...................... ___ .................. -1..... ..... ',j ...... EB EB I ~ I ......_ I I......_ I ..... ..... ..... ' ..... ..... ..... I --.. ..... --.. I --.. --.. , ..... JOO-..... 1/4"=1'-0" 14 ENLARGED SITE PLAN .,._ _______ a_'-()" ____ _,_ __ _,. BORDER 4'.ft" 8" 4---------;,-==:-::f-~r----WEATHERPROOFENCLOSURE 1 ,,,,-_;..._=_=_=-[_ _ _J WITH DIGITAL KEYPAD AND ~----i--r KEV OPEAATEO SWITCH c"=""'===c=e==='=6==""'=::s.l 11 CITY OF 11 CARLSBAD 11 ~~-CONOVTTTiiROUGHPOSTAN FIRE STATION NO. 6 : : FOOTING .IGW NlltJe .wrn' TM PtJt.l""5 ~r.,,.. II I II II II II II II II II II II II II II II ' .,,---3" DIA. TUBE STEEL POST, PAtITTED WELD & GRIND SMOOTH All JOINTS ~-CONCRETE CURB, SEE CIVll DAAWINGS ...... . - 51!1" EXTERIOR Pl. VWOOD L..--4"x4" WO POST NOTES ----. --. -. ,. ··- • 0 lo -- , , I , , , I I ' , I ~---..,. I -, I --,.._ I ---- , , , , , , , , , , , , CONT~CTORTOVERIFY RECLAIM LOCATION ANO TELEPHONE NO. WITH OWNER / ----' ...... _ "':.i.-----~•U-r It 'l I t I l I I I I I II I I I I •• ~----L-U I .,j,..l"-'-----L---.! '------THREE#10X 314• SELF TAPPING VANOAL PROOF SCREWS "-----2" DIA S"l'Dwr STl PIPE POST GALV "-----FIN G~DE OR PAV!!IIG, SEE SITE Pl.AN '------1'.(1' DIA COIIIC Fro -SLOPE TOPTODAAIN ACCESSIBILITY ENTRY SIGN 112"=1'-0" 19 16GA. GALV. STI.. SIGN PAINTED WITH BLUE REFLECTORIZED PAINT IIIICLUDING FASTENERS_ ~----------INTERNATIONAL SYMBOL OF "'f"'F ACCESStBILfTY AND ~• GRAPHICS PAINTED WITH :.+-----·'--++--'-. 1"R WHITE REFtECTOR~O PAM' :. TYP -GRAl'HICSAS FOLLOWS: .. , i.------U --( I l "l • -1-tt ~ I t I: I I ii I I I I '-' I 1_. ___ J RESERVEO, VAN ACCESSIBLE '------FOUR #10 X 3/4" SELF TAPl'li'IG VANOALPROOFSCREWS '------VAN ACCESSIBLE SIGN REQUIREO@ MAIN ENTR'I" ONLY ~----2 DIA. S1'0. wr. STl PIPE POST -GALVANIZEO ,,.------FIN, GRADE OR PAVING ~-----1•..o-OJA. CONC. FTO. -SLOPE TOPTODAAIN PARKING SIGN 1J:2"e1'-0" 20 NOTE SEE 111'Jl..1.3 FOR KEYPAD ELEVATION KEYPAD 3/4"=1'-0" 1 5 -----SEALANTwm-t FINE SANO ~ TOPPING • . n _ SAWCl/TT01/3SLABDEPTH ~ _ U-• 16 TO 20 HOURS AFTER POUR • • 4 • CONTROL JOINT CJ1 VEHICULARAREAS 1 --------==========~-----SEALANT WITH FINI! SAND TOPPING ,_, • • • c---l/i-,""'=-'---------1·x3'"FORMEOKEY •~.~--:-•~•.:_-------#4X 1EI'" LONG SMOOTH • • ~~=~~=--~~~--CONTROL JOINT CJ2 DOWEL@24" O.C. VEHICULAR AREAS 2 • ,loi~----SAWCl/T • • • • SAW CUT JOINT T J1 PEDESTRIAN AREAS • f .----=-------------•M"BITUMINOUSFEI.T -r_...--,,_4,.,._ -• . ' EXPANSION JOINT EJ1 PEDESTRIAN AREAS CONCRETE JOINTS 1"=1'-0" 16 1. Pl YWOOO BACKGROUNO AND POSTS TO BE PAINTE WHITE ------~ i-!-!ir-·-+,_..,•.-r-! -;-"'~"'.-1-t-r=· =--,.._ !-,--[-__ -_::~-_'.:·-; -! -L-fJ-,<+: _; _L __ --, ~~~~~~BLACK. ,')~~!I. '~' " --1-!~tc .. :::=:::= --Jl:: ::: --i 1i i·1···· OPTIMA TYPEFACE +------'-l;·J·· ' i-_~,tj ! CONSTRUCTION SIGN 2'.ft" ,,,-;.-,,, , .,-,-_ /- 4. VERIFY All NAMES WITH OWNER 1 J:2"e1 • -0" 11 /· --.l,jj--WHITETRAFFIC PAINT ·.; ,;; .;;· ,_._, , ,;., .,, ) ,N ,;., .. -/ ,.,.-..,,; ,;)/ ACCESS SYMBOL SYMBOL & BORDER BLUE TRAFFIC PAM' BACKGROUNO NOTES: 1. ALLSTROKESTOBE2" WIDE 2. P~VlDE 1W0(2}COATS OF TRAFFIC PAINT 3-LOCATESYMBOLAT CENTER OF STALL WHERE SHOWN ON-SITE PLAN. N.T.S. 12 --© --. ---4-13 .'!' -. ... ---- ----- I I I I I I I I I I N / EB/~ I ------------ I I '---LIGHT STANOARD. SEE ELECTRICAL DAAWINGS ----- I I I , , , , , ' I I ----- - 4"WIOE PARKING STRIPING,_ TYP. EMERGENCY GENERATOR • • -- ORAW!NGNUMBER- DWG 440.6 24of95 SAFC0 PAODllCTS '" N£IN MOPE, MINfillESOTA -fEOfleER B't-AIIRf NUMBER 8553 ----------------------i ..... , , , , , , , , , ------ 24 , , , , , , / '------KEYPAD, SEE DETAIL 15/A-1.2 ,,.------LIGHT STANOARD. SEE ELECTRICAL DRAWINGS ~----CONCRETE SIDEWALK , , , , , , , , -- , , , , , , , , , , , , , , , , , 1/4'=1'-0" 2 I // I ,' ,/ ;',' ,/ ;',' ,/ ;',' ,/ ;',' ,/ I I 4 A-1.3 '---ENCLOSURE WALL. SEE DETAIL 24/r_1,.3v--v---.._ ...+---SITE WALL, SEE DETAIL31A-'t.3 I SEE CIVIL . Architects RANCHO CUCAMONGA -FOISOM-EMERYVIU.E SOUTHERN CALIFORNIA Virginia Dore T OW9r 10470 Foothill Boulevard Rond,o Ox:amongc, Caflfomlo 91730-3754 1e/, 909-987-0909 frnc 909-980-9980 co • 0 z C 0 ·-LL "'C co ..0 rn -!.... co 0 ..... C (I) E L: co 0. (I) 0 ~ ·-LL. "'C co .0 (/) ... co () ...- 0 N r,... CONSULTANT IA (J3121KJ'f KC ADDENDUM No. 2 6 06/ff7 CONFORMED 6 6 6 6 NO DATE BY DESCRIPTION REVISIONS . . DATE: 06/30/2009 SCALE: AS NOTED PROJECT NUMBER: 04142.00 #AS -BUIL TH -~ Z-:Z6-ll' P.E: ,Z.9/7; ~XP.3-,[-(t' DATE REVIE.\JED BY, INSPECTOR SHEET DESIGNATION: DATE A-1.2 [SHiffsl ULl r l"RO,-EITTV LIME. f VI DAAWIMGS CARLSBAOFIRESTAHON No. 6 --y-l, LIMITOF G~OING - f LINE. SEE CIVIL _ . DRAWINGS // -SITE DETAflS ~ 1/4'=1'-0" 4 I r -' -, I ! ' ,I ' I ---r - -I '' -• ➔• •. ••--•---,➔•-• '"•'""•➔•••• •-----•-h•• -~,_, • ••-••-~--" -•<•• •.•--.,---r . ~-,-, . DRAWING NUMBER -DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER ---------···--···-SAFCD PACIOUCTS • _t>EW HOPE, MINNESOTA SAFCO PRODUCTS • NEW HOPE., MINN:SOTA SAFCO PAOOUGTS • NEW HOPE, MINNESOTA ---- - ~------ --~ lff'F'l!iRT NUMBER lffi53 :wwww_,.•-• ... .-----------REDFIOEFlB'f.NRl".~SB53 _______ _ - -------·---..----=-=~--=~---== . ---~-----:;::;::;:;;;--:.::""""':;;;;;.·f!#AIIAT ~6553. - - - -,., .. --~-"ltlelle-------'-~--·---------·-·--• ... •::=- _, 25'-4" 24'-0" 25'-4" - PERFORATED METAL SCReeN ON GATE ANO StOe PAPOEI. 1'-------~~------,~------~!:..._ ______ 1J!~~:~;~~A;RT;Pl;ECE~~~~;~;~~!~~:~;~;~:~==:::::::::::tt EO. EO. 12'-0" \ • 12'-0" EO. \/;,TU~B:EJ.S:(;fE?E~L-:!FIO~L~L;!!!IPOG~S~ITE~,.\>t-,;__.r--V---...--'v"......_,......,_ --r----------;;,-3"';:---,--------r-------------------t ~~ '--'OIC--~----=-----=-,-·_:__: ___ ..:_, -_) I.._ . ., • I EO. . ; > :-. :;:p :_- ' I - -; ; : ,' •, . . : : : ·. : ~ . : : : : :: :: : :: : I I I I I I 1 I I I I I I --- I ~I I I I I I I I I I ~, 24" MIN, AO EXmA COURSE AS NEED TO SHOW MIN. ~ COURSE ABOVE GRADE (3\ \..:.,J EXISTING GFIAOE ~-----OLm.lNE OF GATE OPERATOR ,---ART PlroE -TUBE ST'EEL POST ~I w (REF CHANGE ORDER #11, r!'EM #2) ART PIECE-~, ~I 0. ~ --- --~' I : I : I : I I I : I : I : I I I I I I I I I I J I f I f I 11 I , I I I • SITE ROLLING GATE ELEVATIONS /H----1-------C.M.U, WAlL FIRE STATION No.6 // ./r,;..... __ _ /,/ / . / /; -;,·<< ,/~_/,_, ,/ __ /, , / ,,_.,, C.M.U. SITE WALL c· / . , ,/ ,.,/,,, 1-1--------RNISH SURFACE @. BlflLDING ,/// LINE OF CONC. SILL ANO 0 STONE VENEER BELOW LINE OF CONC. SILL AND STONE VENEER BELOW ----------1 FINISH SURFACE @BUILDING ---------1-lll TUBE STEEL FENCING --...___ WOOD STUD WALL __ _,,,-- FIRE STATION No.6 N EB PROJECT NORTH JOB~ 114-wl 1 NOTE: ,,---CAST-IN-PLACE COLORED CONCRETE CAP FOR ADDITIONAL INFORMATION, SEE 5• DETAILS 19/S-1.3 ANO 20/S.1 A . - ~• '1::=====:/===l:";=/'..,-'--h 11-----STONE VENEER FINISH "'•~---~~.;.s,._...___,.... 1-~-i------,. -/ ,, r LINE OF 18" C.M.U. PILASTER 3" l--t----1 / _,./ , BEYOND /" ,/ / -+- I --,- ---i-- ----1------ 1 I / / 1--s,...+-----EXTERIOR PLASTER FINISH / / _/ ,,///·_,, • , ,, I-F"F""1-----8" PRECISION C.M.U. WALL / /// ,,~/// // ',./,, /_,. ~--CONCRETE CURB ~--CONCRETE SIDEWALK 1/ ".'.-il=ttt-H / .. . ;;;· ~ ----'!--~::::!c=.,r--c'--"---.---:-_ 'V / /" . . .. . .. Q . . . / / / . • ~ , I / ,' , . ·.. . ,/ //_/ .... -'1------'"--''➔-"'-'--'-~-'--'--''-'-'-'"--<--:.i , :T A· _,. ·/ i 1·1 I -' -, • -4 1-H-----i----CONCRETE FOOTING • 4·_ I I -U __ , , ! '---OU'1'!.INEOFCONCRETE I I FOOTING FOR CONCRETE L ____________ J MASONRY PILASTER IN THE BEYOND - I I I I I I '· > , .. ■ ,, ··-•·· I 11 ~l- 1 lrlTTI\I I . I l J ' / --------------' > TUBE ST'EEL POST GATE STOP, SEEOETAIL23'A-12 =-, ,:;;\see RFl#131 \A-8.1/ '\ . . . . . . . -~. ,-,..,/✓--= ARTPIECE -- _ I I I I I I I I I I I I I I I I I I I I I I I 1 I I PERFORATEO_METALSCR!!EN ON GATE AND SIDE PANEL - I I - I I I I I I I I l I I A: ELEVATION 1 . : : ,: :: ; : .. : . ---- I I CONC. MASONRY P!l.ASTER TUBE ST'EEI. FENCING CONC. MASON~WALL l -------------1!4•THfCKAN04·oeEPMETAL PLATE ATTACHED TO THE BUILDING ANO TUBE ST'EEI. FENCING r------------OU'1'!.INE OF BUILDING t t- t- I I I I I I . I I I I I I I I I I I I I I I \L: i I I I I I I I I I : : : •::; il 111 -l TUBE STEB.. FENCtNG AND SITE GATE EXISTING GRADE j _,,----CONCRET!!" SWALE ~--CONCRETE CURB LANDSCAPING NEW EASEMENT UPtlE ORIGINAL PROPERTY LINE ------------ ~--FLAG POLE, SEE DETAIL 11/A.-1.3 '---CONC-SIDEWALK N EB AD EXmA COURSE AS NEED TO SHOW MIN. 3' CO\JRSE ABOVE GRADE (REF CI-IANGE OROER#11, rrEM#2) ~----1" RADIUS, TYP. ~---4" THICK CONC. SIDEWALK B: ELEVATION 2 .LL r I I -, I I I I I I I I I I I I t I I I I I I I -'1,------~.e..----~----.,__----~-----------~ ~-,t==~' ~~J ., ' i i ' i ' __ ,_--; j".:.-' .. _, ·, ! i. .... ___ · ii.. .: . ..:.i-:r(--t :_ _____ .,,-: ,~- -,-_: c ;_. '! !--··-' ': ! !.: ___ [ ! ].. :::::.:::. · -~:=~:ru=t_:_ul'=;'r' ii-• ' ' -·,.-·-- 1'-0" ' w DIA. SEE PLAN 1/4"=1'-0" 5 r-2"CMUCAP / ___ S_E_E_C~L DRAWINGS + _.,,-= 318" DIA. TIE ROOWITH TURNBUCKLE, WELDED TO CENTER OF CHANNEL AND PAINTED, TYP. r--':-:"!ft,,,..--5" X 6-112" HEAVY Olm' BLANK .LL r I I 1 HINGE, 3 PER LEAF :1,L 1----1 : : 1 CONC. F'T'G. AT GATE POSTS 1 I I I TYP. I I SEE I I I I " BELOWL--> A:. ELEVATION SCALE: 114"•1'-0" ------CONC. CURB WHERE o=iRs _,,---5" X 5" X 3118'" T.S. POST PAINTED WITH 318'" PL CAP AT TOP C5x9 GATE FRAME, TYP. B:GATEJAMB SCALE: 1"=1'-0" JOB t.lUMl!l!cR: 04'142 SITE WALL@ BUILDING 3/4"=1'-0" 22 MONUMENT SIGN SECTION 3/4"=1'-0" 18 FLAG POLE 1/4"=1'-0" 14 EDGE CONDITION AT CONC. SIDEWALK 1"=1'-0" 10 ENCLOSURE GATE AS NOTED 6 1'-8" 1"R TYP '°"1,-------U-( I I "I I I I I I I I I I II l I I I I J,•,t:===:t: u I -'I-._ ___ J .,----16 GA. GALVANIZED STEEL SIGN PAINTED WITH WHITE REFLECTORIZED PAINT __.---4" HIGH Bl.ACK REFLECTORIZEO PAINTED GRAPHtCS AS INOICATEO THREE #10 X 3/4'" SELF TAPPING VANDAL PROOF SCREWS, 1YPICAL _,,..--~ 2" DIA ST[)W!" STEEL PIPE POST, GALVANIZED ~--FINISH GRADE OR PAVING SEE SITE PLAN --------1'-0" DIA CONC-FOOTING SLOPE TOP TO DRAIN DO NOT ENTER SIGN 112~·-o· 23 , / ____,---CONC. MASONRY CAP T,O.W.J. ----,S:-:E:-:E ci"VII. DRAWINGS 'f CONCRETE FOOTING NOTE: 10'..S- 8" EQ. EQ. • 5" ---I I I --r1'f-1------1-----< -· . 'T/"--8" LETTERS ,_ ~--8" TALL STUD . ' MOUNTED METAL LETTERS .. '----CAST METAL FIRE DEPARTMENT lOGO '---CONCRETE CURB '. MONUMENT SIGN ELEVATION _,,..--/IOI X 6" LONG GAL V. REBAR. EMBED ANO GROUT INTO WALL AND WELD TO POST ,,---CONC. MASON~CAP r---11'1 X8'"LONGGALV; REBAR. EMBEO AND GROUT lf\ITO WALLAND WELD TO POST _ _ SEE CML DFIAW!~ + -_ _.----"Z" X 2" x 3/115" T.S. GATE FR'AM ,_ . ,. ,...--rt:-..,,,--'-+ I ~~-_ _.>_ If ]1t)t =::~=--~=-=-~~~~~==CONc. MASONRY WALL I[-PERFOFIATEDMETAL BEHIND __ u __ r'" l I -, r ~ f T.S. FENCING 3f4•x3f4•x'f6GA. T.S. PICKETS. 1YP. @4" O.C. :-----TX.4• HEAVY DUTY BLANK HINGE, S PER LEAF --------2"x2"x3118" T.S. POSTS _,,...--CONC. FOOTING COORDINA INSTALLATION wt FOOTING FOR BUILDING AND SITE WAL .. -- ........ 8'" 8" -----____ I I I -1 --1 DD 00_0 DOD DOD 8" NOTE: CONmAC'TOR TO OBTAIN SIGN PERMIT FROM CARLSBAD PLANNING DEPART1\,1EIIIT PRIOR TO CONSTRUCTION __.---CAST-IN-PLATE COLORED CONCRETE CAPS /"---LINE OF MASON~ PILAST'ER, 1YP. .,----STONE VENEER FINISH _,,..---EXTERIOR PLASTER FINISH _,,..---GFIAOE NOTEc FOR AOOmONAL INFORMATION, SEE DETAILS 191S-1.3AND 20/S-1.4 3/4"=1'-0" · 15 ,,---WEATHERPROOF ENCLOSURE _ .,,.---DIGITAL KEYPAD ~--RED INDICATOR LIGHT ,,..---YELLOW INDICATOR LIGHT ~--KNOX KEV swrTCH t------,, __ .......... .-.----ALUMINUM BALL ~~--------REVOLVING TRUCK f'i.---------SEAMLESSTAPERED ALUMINUM FLAG POLE • • " . ' 3'-8" DIA. -_, • ,,---BASE COLLAR ,,---2" THICK WATERl'FIOOFING COMPOUND _,,---EXPANSION JOlflIT FILLER '---11'1-TIES@ 12"0.C. ____.---D~ PACKED SAND ~---1BGAGALVANIZED CORRUGATED STEEL TUBE ....,-~f-'-lf:-'t~::..j------WELDED STEEL WEDGES, TYP. t:i OF4PLACES • 3'-0" DIA. FLAG POLE , -~--CONCRETE BASE ........ 11 ~----CONT. RED-PAINTED CURB WITH 3" HIGH WHITE STENCIL PAINTED LETTERING, "FIRE LANE· NO PARKING" SI-IALL OCCUR@ FACE OF AND TOP OF CURB@ MAX 50'-0" ! Ii Ii 'iii:ii : ll!\il : iii I __ '!lii~ l :111:: ---"Tl-I !·iill'i • • : 'ii![: B: LATCH HOOK SIDE ELEVATION --...,_ ___ C 5 X9 PERfM'ETER FRAME r-----~~~--~~~~314• ID STEEL PIPE, TYP. I 3/4" DIA. ST'EEL ROD j!i[:====~============FINISH GFIAOE ~r #3 XS-LONG REINFOR. WELD ID RECEIVER A: GATE LATCH GATE LATCH EQ, __ ,, <1 " ' I I I ' -I I I I I I ii l I ' I ,·1 I I I I I ~:\ L_°1 .--t ~---:-...,1 4 - 3"=1'-0" 7 ~-----2•x 2"X1'49STEB..ANGLE WELOEO TO S-WIDE BY 114• THICK CONTINUOUS STEEi. PLATE ~--CONCRETE PAVING s w > .. (1 ."-'-'"--ANCHOR !lOL TS 112" DIA. @12"0.C. RFl#143 RFt#150- I.', DRAWING NUMBER DWG 440-6 25of95 ---------LWIE. .. .,._._ .. _ -----. -- • , • ' ··--·::S-,---- • '-·--"' ; ;--·-' ···-': ,-·----- I ., ., 4 r 1 .,,.---CCRFIOOWMlllGROUTCAF'-SlllOOTH TROWEL FINISH .,,.-----4' DIA. GALV. STI.. PIPE. GROUT SOUO • PAlflIT ~--CONCRETE SIDEWALK OR PAVtNG WHERE OCCURS ., •.;_ ._-_--_·-; __ \ ; ' l !---.---_ l --I ,,, .:., ' ,,, __ - ----' ' ' -,_;..· -" I • I I I r -~~ ~ I I I -I I " L I i ,:'..I'"·· -I I ... I '6.., I " I I -'1,-------r•'----·L-.,..J " ~ ,.(. '--'..._~ _ _, , ___ . '---18'"01ACONCFTG, SLOPE TOP OF FTG TO DRAIN JOB NUMBER: Ol142 BOLLARD 314~1·-o· 1 -, ----. -.. .. ---, .. --.-- ----,)--- ,---TUBE STEEL FENCING 17',4- 1YPICAL EQ. -·-·· . -. '-.-' . ._:_r,• . r • '----C-M.U. SITE WALL ----------16" X 18'" C.M.U. PILASTER, SEE SITE PLAN FOR LOCATIONS SITE WALL WITH TUBE STEEL FENCING 1/4"=1'-0" 2 ----·-.. TOP OF PILASTER BEYOND~ SEE CIVIL OFIAWINGS -------CONC. MASONRY CAP, TYP. --------2"x2" x3/18" T.S. RAILING TOP &BOTTOM --------1B"x 1e·CONC. MASONRY PILASTER BEYOND --------2"x 2" x3118'"T.S. POST GROUTED IN CONC-MASON WALL ---------314" x 3/4" x 16 GA. TUBE ST'EEL PICKETS@ •• o_c_ +-----1-__ ~,~[l,~•I~. ~=L-------CORE DRILL~ DIA. OPENING . . /iVfJ/ EMBED POST IN NON-SHRINK ---/1v1v-GROUT +------t-hjlc'.l_y' ---------·0,---~-__.---CONc. MASON~WALL _,,..---LANDSCAPING OR CONC. SIDEWALK. WHERE OCCURS //1,--1-o .... ~---?--CONCRETE FOOTING ___ JJ:-··:~uJ:.~11 //_)r_. -:_+ __ --~T.' ·t_--i,:WJ:-Otm.lNEOFCONCRETE •:::~□!:Mn ,;~:>::''f:TI'' ·-~~::~~~;BEYOND JJT-'r -· if-_ .i ·:?o4 : ' : • ~oomoNAL -t-; I • • • • :--1_---(}-INFORMATIONSEECTVIL r:::;_·, ,. ·-"-. _ •. .;. ,·, ,-_ ' '; . 1 DWGS.ANDDETAILS 151$-1.S: '---'-_ -'-'--' __ .. ~-_-'--'--_. ANO 24/S-7, 1 SITE WALL WITH TUBE STEEL FENCING 3/4"=1'-0" 3 NOTE: FOR.A□omoNAL. INFORMATION SEE C1VIL OFIAWINGS AND DETAIL 23/S-7.1 2 CONC. PAVING, SIDEWALK OR LANDSCAPING, WHERE OCCURS _____,--,"-2" C0Nc. ~ CAP T,O.W. + SEE CML DFIAW!NGS ....---CONC, MASON~WALL .,----8" CONCRETE CURB, WHERE OCCURS ,,..---CONCRETE FOOTING ~--CONC. PAVING, SIDEWALK OR LANDSCAPING, WHERE OCCURS Architects RANCHO CUCAMONGA -FOLSOM -EMERYVILLE SOUTHERN CALIFORNIA Vi,gmio Dare T 6wer 7 04 70 Foothill Boulevard Roncho Cvcomongo Callfomio 9 7 730-3754 tel: 909-987-09(]9 frne 909-980-9980 <O • 0 z "O +"' ro C 0 C Q) 0:: 0 E Q) ...., ·-,_ LL<( ~ ro co 0.. $0 ~ Q) Cl) 0 C -ro -o CD Q) en ro ,_ o "fil ·-!.... LL ·-.c-.= LL "O <.> ro ro co "'C .0 ro Cl) 0:: co -,_ ro ...... .0 0 0 (/) N I'--!.... co () ........ CONSULTANT &. 03121107 KC ADDENDUM No. 2 ~ 06/07 CONFORMED NO DATE BY DESCRIPTION REVISIONS DATE: 06/30/2009 SCALE: AS NOTED PROJECTNUMBER: 04142.00 2-7w-/l) P.E. ,Zf}/7' EX?.3•'3rhJ DATE RE..VIE'olE..D BY• INSPECTOR SHEET DESIGNATION: DATE A-1.3 f"SHffi7 ~ CITY OF CARLSBAD ["SHffisl ~ ENGINEERING DEPARTMENT CARLSBAD FIRE STATION No. 6 . -SITE DETAILS FORAODrTIONAL INFORMATION SEE CML DRAWING AND DETAIL 18/S-1.3 --~ _::_jjj;·,l:.....l. ~-1~---,-/ ' u L _____ J _ INTERVALSANO@CENTEROF CURB LENGTH WHERE CURB SEGMENTTO BE PAINTED IS LESS THAN "ll-0" --Li-I - • ' -., . C > . ~: : -~ ,t 1'-8" ,f DIA. . CmMM ~~ ~ JOB-...,. SITE WALL 3/4"=1'-0" 24 SITE GATE -ELEVATION 1/2"=1'-0" 20 KEYPAD ELEVATION 3"=1'--0-16 FIRE LANE CURB 1 1 /2"=1'-0" 12 ROLLING GATE TRACK HALF 8 SITE WALL 3/4"=1'-0" 4 OWN BY: KC CHKD BY:-KN RVWD BY: -~KNc-- • • . . - -,~ , 1--- I I I SAfCO PAOOUCTS • NEW' HOPE. MINNESOlA SAFCO PA□OUGTS. • tic.IN HOPE, M~A --•·--........ --· ·-·----~ -·-----"-:-:: _·:-::--::.~::· .'..'.:.·~----. -~lllfl'Flllll=ff"MJMEER81553-' ............... ---~ --.....,_. - - •--;,,. " ' . --- . ·-. ---··· ·------ ··--·-""~-'-•--· -----· __ ,. ___ ... _. ___ ... _.,_ .... FEJIUR~fW'Jl"Nl.lMBER8663-..... ~--------~---------------------~--""---· ... · --· ---. .__._-----.------..;....;...;,;.·~-...........,;.......,;;..;.: .;w:=--•-~--. ._ -· - 1-6'a()"------ ' ' .. ·--·--·--· -·---· ---.--------·---------.. -----·------·-----~-----·· ---------.. -.. ----.· ----, ·- -DRAWING NUMBER DRAWING NUMBER DRAWJNG NUMBER DRAWING NUMBER DWG 440-6 26 df 9'5 SAfCO PAODUCT6 • NEW HOPE, MINNESOTA SAFCO PRODUCTS • NEV-J HOPE. MINNESOTA SAfOO PRODUCTS • NEW !-!OPE, MINNESOTA 5AFCO PAODUCTS • NEW HOPE. MINNE.SOTA _,._ --~-:, . •·-" F'EOAOERWll'l9n"NlMB918553 _ _ FeJAOERB¥"f!Wl'l'NUMEFIS553 F'BH.l:R~NlMSEABfrnB ~9'1'A!Rf~8SSS -· -.------Ma'f"..,.._ __ • .. •.,;,,,.;,,;.;,.--~.........,;;-'" ~------•------•--·---~a---•--~·-............ --:•-iiA,iiON...--.,W!!MflWt•~•-"~-;...;..;,,;,,_;· ~ -~-----~ ---....;,__--~ -~---. IW\::W.ii!lfl!lll',,..,.51Mtliit ______ :-.. ----~-~--~---"........._" -~ -~-~-_, .... , IWi_.fa......,,IMill4(W --------"47-'---~_.a---"-~----~-•-----= ,--S-----·~·'·•·•· ---~=-.,- ---.. -' _ _._.. --. --. ~--·--------------· ----~-- "6'-0" 104!" ' ' ------·' ----_, __ · ----·--; --..... _: -•-----. ·---~· •---•'-. . ......... . --·•-··· --.. ______ ., ____ ;_. ____ , -·-··"···~------ 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 "' --, ' 1 EXTERIOR ENTRY OPEN OFFICE TOILET HALLWAY ·OFFICE DORMITORY SHOWER/TOILET DORMITORY DORMITORY DORMITORY HALLWAY Architects RANCHO CUCAMONGA. -FOLSOM -EMERYVILLE COMMUNICATION ROOM ELECTRICAL ROOM SOU'l'HEiffi' CALIFORNIA SHOWER/TOILET V-n-ginio Dore Tower CUSTODIAL SHOWER/TOILET 10470 Fomhi/1 Boulevard Rancho Cucamonga Co/;fomio 91730-3754 7'"'1" 19'-3" 4'-9" 4•-0· 14'-0" 3'-4" 14'-D"' . 4'-0" 117 SHOP/LAUNDRY ' ,, ' -1 -' I I T I I ' I --:1 i ! - ' ' ,- ----i ' .' ; i i ., . ' i--1, _, ' ----L i E ' . ~. ' FfRST FLOOR PLAN . ~ SI.-----------------!- I I I I I I ~----1--0 • "' [n 9 rn 14 A-6.1 1514 ~~..,... -l!v,;<-!! 7 111M'i1 r I 2'-8" .,.. __ __ ' - I 11'-4" 1'-4 12'-4" ..,. 61111 6'-8" I I 11 6'-0" :Y-7" [@] 10'-8" 16'-4" ,+---{1514 - 4'-0" II~ ~ ,,~ ;:..· ,~ 86'-0"' 0 14'-0" ,- 1 I I I ir- 11 I I 0 14".Q" I I I I _,r,i_-1@ 4'-0" 10"-0"'-- ~--{0513 C----l 0900 0 '----< 1053 1507 0 _, 9 9 "' N 9 " "' PRDVlOE lHE FOLLOWING MARKER ANO TACK BOARC>c 1. CAPTAIN'S OFFICE: F G TACKBOARD-~ SOUTH WALL 1a• X 52"~ WEST WALL 1'3"" X 30,-CAMEL WOOD BORDER- - 2. MAIN OFFICE: , TACKBOARO • >IOR1H WAlL(2) 1!l"' X 34", CAMEL, WOOD BOOOER . --J: KrTCHEff: ORV ERASE BOARD: EAST WALL 36" X 36"", WHITE, SIL VER BORDER wmf(EDGE 4. APPARAlUS ROOM: DRY ERASE BOARD: WEST WALL 3fr X48•, WHITE, SIL VER BORDER WITH LEDGE 5. MAIN BATHROOM: TACKBOARD. ABOVE URINAL 24• X ro-. CAMEL. WOOD BORDER 6. DA.VROOM: DRY ERASE. WHITE, FULL DIMENSION OF EACH DOORS ARE: Z7 7f!r' X 71 112""-SKIN l'NSrDE FACE OF CABINET DOORS WITH DRY ERASE MATERIAL ( FIELD VERIFY DIMENSION } TRUE NORTH N 'ffi Q7 PLAN NORTH 1/8"=1'-0" 8 118· STORAGE 119 EQUIPMENT ROOM 120 VESTIBULE 121 FIRE RISER ROOM 122 APPARATUS ROOM 123 TURNOUT LOCKER ROOM 124 STORAGE 125 INTERIOR STAIR/POLE ROOM LEGEND 1¼2?Za'.'?.'zt,t,;?Z/4 CONCRETE MASONRY. SMOOTH FACE AT ALL LOCATIONS. \_ EXTERIOR PlASTER F!NtsH AT ALL EXTERIOR LOCATIONS. 8" WfOETYP., U.N.O. STONE VENEER, INHERE OCCURS ff' WOOD STUDS@ !ff' O.C. AT IN'rERIOR LOCATIONS PROVIDE ONE LAYER OF 510" GYPSUM BOARD EACH SIDE. AT EXTERIOR LOCATIONS PROVIDE ONE LAYER OF 5/1.1" GYPSUM BOARD AT INTERIOR SfDE AJlfD EXTERIOR PLASTER FINISH AT EXTERIOR stDE )(F.o. FLOOR DRAIN WALL LEGEND @ ( 0605) ( 0800) < 0900) ® @ @ ROOF ACCESS LADDER, SEE 7/MJ.4 WOOD TRELLIS, SEE STRUCTURAL DRAWINGS LINE OF OVERHEAD DOOR WHEN OPEN LINE OF GYPSUM BOARD SOFFrr ABOVE METAL LOCKERS WASHER DRYER , . 1 2 ® @ ® FIRE EXTINGUISHER IN RECESSED CABINET, SEE 10 ANO 11/A-82 ROOF DRAIN ANO OVERFLOW DRAIN, SEE 15/A-B.3 & PLUMBING DWGS. RECESSED HOSE BIB,SEE PLUMBING DRAWINGS @ RECESSED OVERHEAD DOOR~ SEE 2f/A-8.3 1------------------------------------- 1el: 909-987-0909 fax: 909-980-9980 co • 0 z '"O ..... ro C 0 C Q) ct:: 0 E Q) ..... ■-.... LL<( +■" ro ro 0. $() +■" Q) (/) 0 C -ro -o Q) Q) en ro .... 0-g ·-9..... LL .c: -c ■-LL '"O o ro ro cu "'C ..0 ro (/) ct:: ro -.... ro ...... ..Q 0 t) en N r,,.. -9..... ro (.) ........ ........ CONSULTANT . & 03f21f(J7 KC ADDENDUM No. 2 CONFORMED NO DATE BY DESCRIPTION REVISIONS DATE: 06/30/2009 SCALE: 1/8"=1'-0" PROJECT NUMBER: 04t42.0D ~4' 911!!1!"~ -'2-'2~4t,- P.E. z~a& (XP.3~-A' DATE: REVIE\o/ED BY, INSPECTOR SHEET DESIGNATION: DATE A-2.1 I SHEET I CITY OF CARISBAD 26 ENGINEERING DEPARTMENT [SHffis] ~ CARLSBAD FIRE STATION No.6 FIRST FLOOR_PLAN_ REFERENCE NOTES 4 ,--- ' ' -~ ' ' ' f. I i ' .~ • L ' ---,< . i · '~- DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER -·--·-•·----, ___ , ...... ---------------·----,. ···-----... ~ .. ----·--- 6 86'-0" 12"-4" tl'-0" 39"-4" 10'-0" tl'•B" 3'-"f' 4'-9" RELOCATED WINDOW "P". 6 ALIGN WrTf! WINDOW "A" BELOW -1--~ A-4.3 A -0---Q -11 -----------------~----------7--l.--f------------------'1,---'I,---~ I l-~""--+-------------------~~4---1--~ OPEN TO OPEN TO BELOW ---------' 0 1 I E ~---+-,t.-~~ ....... -a-------------~~~--1 Q ,, l ~ I~ ' ' H SECOND FLOOR PLAN ~ INSTALL BLOCKING BETWEEN ,.... TRELLIS 2 X 4 OVER EACH RAFfERS. TYP. .. I , 6DJ ~~ I I I t-0 --= =---'- 181 II r j 202 j II ------JI II ~ II l~~;....i1 I ~-II 1-+1---,,,:., 1514 SLOPE I t ------lf-:.i;l.==f,,,~, SLOPE 11 fii t I 11 ti fii ff±::=I --7 I ---' ~llfil ~II II _.;...._ --7 I . ---' -Si:a,E I ·---' --7 I ---' --7 t SLOPE -l ' II d w ff, 11 d II w 11 11 ~= 29 -rr--- 11 . ti :il 6'-0" 2 ------7 k:::~ OUTLET I 0900 I t j206j I ~-------~ ---- 8 5'-8" tl'-8" 6'-0" I I I I : l I" I I I I I t t t t ) / APPARATUS ROOM BELOW -T-----------7---------- _ _.,I ;:==--___ L __ _ 1507 1108 ' 1..r.-, 1108 I I -~_J I 18 t~ 88'-0" 9 "' ~ p --~ I I I I I I I I '? I 0 "' I ~ I .. fl • I ., .J F DRAWING NUMBER TRUE NORTH N ffi W--- PLAN NORTH 1/8"=1'-0" 8 DRAWING NUMBER· DWG 44().6 27of9S SNOOPRCOUCTS • t,E,,NK!PE.Mlf,ll,£50TA FEOACJER. l!Jf'IW'n lrrilMll&R 8S53. -·--------~----- -"'--~•-.. ·--.. ---~---... -----·--~-----~·~···-· _--..,;.,._ _......_ __ ......,__ ------------------.. ·-----·•------___ , ________ , _____ , __ •-,·' Jl,QtlM:lf i~,~~titi~~~i;,i~,E;i,,i,;i -11\ 1.~RQQMilil'~;;~iiii<~~;is1;~,~ . 125 INTERIORSTAIR/POLE 201 HALLWAY 202 KITCHEN 203 DINING ROOM 204 STORAGE 205 TOILET 206 DAYROOM 207 EXERCISE ROOM 208 DECK ---·-- ROOM LEGEND CONCRETE MASONRY. SMOOTH FACE AT All LOCATIONS. EXTERIOR PLASTER FlNISH AT ALL EXTERIOR LOCATIONS. 8" WIDE TYP., U.N.O. '--STONE VENEER, Wf!ERE OCCURS 6" WOOD STUDS@ 16" O.C. AT INTERIOR LOCATIONS PROVIDE ONE LAYER OF 518" GYPSUM BOARD EACH SIDE. AT EXTERIOR LOCATIONS PROVIDE ONE LAYER OF 518 .. GYPSUM BOARD A.T INTERIOR SIDE AND EXTERIOR Pl.ASTER FIN,SH AT EXTERIOR StDE '---STONE VENEER, WHERE OCCURS )(F.D. FLOOR DRAIN WALL LEGEND WOOD TRaus. SEE STRUCTURAL DRAWINGS LINE OF GYPSUM BOARD SOFl'IT ABOVE 1 2 FIRE EXTlNGUISHER IN RECESSED CABINET, SEE 10 AND 11/A-8.2 RODF DRAIN AND OVERFLOW DRAIN, SEE 15/A-8.3 & PLUMBING DWGS. Architects RANCHO CUCAMONGA. -FOLSOM -EMERYYlLLE SOUTHER..~ CALIFOR.i"'IIA V-rrginio Dore Tower 104 70 Foolhi/1 Boulevard Rane/to Cocomongo California 91730-3754 tel:c-909-987..()9()9 - fa,c 909-980.9980 (0 • 0 z "O -ro C C: 0 Q.) 0::: 0 E Cl) ·-...... ......, ,_ LL<( co ro a.. 2 C) ......, Q.) Cl) 0 C: -ro -o Q) Cl) cn ro ,_ 0~ ·-!.... LL .c: "C ·-LL "O o ro ro C: C) "'C ..0 ro Cl) 0::: co -,_ ro T""" .0 0 () Cl) N "' -!.... co (.) ........ ........ CONSULTANT NO DATE BY DESCRIPTION REVISIONS DATE; 06/30/2009 SCALE: 1!8"=1'-0" PROJECT NUMBER: . 04142.00 0 AS BUILT* '2-?G-/11 'P.E:. '29/7~ cXP '3-3/-/b DATE REVIE\JED BY, INSPECTOR SHEET DESIGNATION: DATE A-2.2 ~ CITY OF CARLSBAD L..E:._j ENGINEERING DEPARTMENT [S>ffisl ~ CARLSBAD FIRE STATION No. S SECOND FLOOR PLAN REFERENCE NOTES 4 I-- ' I - i ; 1------ DRAWING NllMBER SAFCOF'AOOUCTS • NEW HOPE. MINNESOTA ~ f!H flllfn NllM8EA 8553 --·------------•=••-.... •-taa :·1·1 __ .-_. __ =fi,; .. --_.,- DRAWING NUMBER SAfOO PAOOUCTS • NEW HOPE, MINNEOOTA AECFCER:fNAIIRJ NlMBER 8553 DRAWING NUMBER -~. -4A:S _____ llE -~ ___ ...........,_ ____ ------------ DRAWING NU;',~BER r DRAWING NUMBER DRAWING NUMBER DWG 44()...6 2'8of95 SARD PRODUCTS • NEW HOPE, MINNESlJlA 5,,1,f{D PRODUCTS • NEW I-OPE. MINNESOTA SAKl) PROOliCTS • NEW ~. 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';:f;';;;;;'.;~~=4===1=~~=~~F=='=!J------------t------t---,--t--------------------{(H) I II I II ll ll Ill ll ll ll II I] 112 - I 0 I .... . ./ 18 "-I I ----- -' "eY I I 1~~-----------------~----~==~===F==-~--------------~-~-~-----------------11 ~} ) \'--/ - /~ 'yl ,_ I I I I I I I I 1 2 4 FIRST FLOOR REFLECTED CEILING PLAN /~ ~ ~ 'yl ~'y 5 . . ' ' • - - 1/8"=1'-0" 8 101 EXTERIOR ENTRY 102 OPEN OFFICE 103 TOILET 104 HALLWAY 105 OFFICE t06 DORMITORY 107 SHOWER/TOILET 108 DORMITORY 109 DORMITORY 110 DORMITORY 111 HALLWAY 112 COMMUNICATION ROOM 113 ELECTRICAL ROOM 114 SHOWER/TOILET 115 CUSTODIAL 116 SHOWER/TOILET 117 SHOP/LAUNDRY 118 STORAGE 119 EQUIPMENT ROOM 120 VESTIBULE 121 FIRE RISER ROOM 122 APPARATUS ROOM 123 TURNOUT LOCKER ROOM 124 STORAGE 125 INTERIOR STAIR/POLE ROOM LEGEND 1 '2' X 2' SUSl='ENOED ACOUSTICAL TILE ffl LJ 518" GYPSUM BOARO CEILING, SOFFIT. OR CASEO OPENING - [] - II [g!ISl@ISI 000 Do -~1 ®@ CERAMIC TILE EXTERfOR PLASTER EXPOSED MASONRY FIBER CEMENT BOARD D ROOF ACCESS , SEE DETAIL FOR IONAL r--v---v--.,-'._,N,,-F MATION 6" X 4" DECORATIVE WOOD BEAM@ 9'-4" 0.C., SEE 1~.2 FOR ATTACHMENTOETAft.. MECHANICAL EQUIPMENT, SEE MECHANICAL DRAWING FOR ADDrrlONAL INFORMATION ELECTRICAL EQUIPMENT, SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION OVERHEAD REEL, VERIFY EXACT LOCATION 'WITH ARCHITECT MATERIAL LEGEND 2 NOTES: WOOD TRELLIS, SEE STRUCTURAL DRAWINGS LINE DF OVERHEAD DOOR WflEN OPEN 1. ALL HEIGHTS ARE REFERENCED FROM ANISH FLOOR ELEVATION= 0'-0". REFER TO PLANS AND SECTIONS FOR ADDITIONAL INFORMATION . Architects RANCHO CUCAMONGA -FOLSaM-EMERYPILLE SOUTHERN CALIFORNIA Virginia Dare Tower 10470 Foot/,11/ Boulevard Rancl,o CtJCamonga Califomlo 91730-3754 tel: 909-987-0909 fax: 909-980-9980 co • 0 z "'O ..... ro C: 0 C Q) er: 0 E Q) ..... ·-,_ LL<( ..... ro ro a.. .so ..... Q) Cl) 0 C: ~ ro -o Q) Q) rJ) ro ,_ 0~ ·-s.... LL ·-..c ,:: LL "'O u ro ro C: C) '"C .0 ro (/) er: ro -,_ ro ...- .0 0 C) (/) N r----s.... ctS 0 ....... . . . . ....... CONSULTANT & 03f21/W KC ADDENDUM No. 2 6 00/07 CONFORMED 6 6 6 6 NO DATE BY DESCRIPTION REVISIONS DATE: 06/3012009 SCALE: 1/8"=1'-0" , PROJECT NUMBER: 04142.00, · HAS BUIL TH l.,,&~~n 2-21,f--n P.E. Z~/7~ EXP • .3-3/•'2' DATE REVIE\JED BY, INSPECTOR DATE SHEET A-2.3 DESIGNATION: - 2, FOR ADOrrtONAt INFORMATION 01II SUSPENDED ACOUSTIC CEILING. SEE DETAIL 4/A-8. 1 w CITY OF CARLSBAD w 3. FOR ATTACHMENTS OF METAL LA.TH AT HORIZONTAL -Pl.ASTER SOFFIT. SEE DETAIL 16/MI. f 4. FOR CONNEC'l"JON' OF CASEWORK AT m""SlJM· BOARDSOFFIT, SEE. DETAIL 4fA..8.2 5, FOR IN'TERSECTION OF GYPSUM BOA"D CEILINGS AND EXPOSED MASONRY WAU.,. SEE DETAlt. ffl/A-8.2 REFERENCE NOTES 4 ---. ------- 8 ENGINEERING DEPIIRTMENT 5 CARLSBAD FIRE STATION-No. 6- FfRSTFLOOR -REFLECTED CEILING PLAN ·~~~~1zt~;1E~~1 DWN BY, ~~ I PROJECT NO. I DRAWING NO. Cf-lKD BY! KN 3901 440-6 RVWD BY: KN DRAWING MJMBER c::~~-~~~~~-r-------------"----•-•n--•~---.. ,_ ____ - -~. ' ---- I, ,: - I ' 7 ' i ' ! ' -I ,- r -. I I ; -, SECOND FLOOR REFLECTED CEILING PLAN DRAWING NUMBER SAf{DPROOIJCTS • -foEY,' MOPE. MINNESOTA FeHIERBf'RIIRJMNBER815S3 -------------- :awwww♦..,;twGE---------:..- __ , __ 0005 >----- . ' ·•. • ·""24'-0"· .;.• . . • .• Fffi5M .,. . ' ·.· 'l'IRST'· ". .·., .. · p~O(IR,.:. ·-: ... . . . . . . '• ' : .. ·· -:·. ,;, .. :· I . ··. ... . . . . . 0 0 0 +8'-0" 0 3 +24',-0" FROM FtRST FLOOR ... .,. .·· H'-lf-1 -.·o,' HrlH • , +8'-0" · .... ):;.:· : ... +8'-0"': . . . . .. ·- +8'-8" 0 X 0 • 2 0 0 1 206 1 I I ,t,B'-8" I 0-1 ,t,8'--0" "'B'..0- sLbPED lo , 0 X 0 -4• 0 0 to OPEN ro ABOVE :·o ·, · ,11~~1,,-l.._+'4,.,...L.,+f~ .... +a·-0· ... ,.., C • 07 +8'-8" 5, - ➔NUMBER 1 .IEW KlPE, MINNE&JTA --t-l'J NlNBEf" 8553 """'..,.UIII!__.___ --- -----_ _Jc_ DRAWING NUMBER --~--------------------SAFCOPROOUCT5 • NEWI-IOPE.,_MINNESOTA ___________ _ -----------REORDER !l'l"1lliim" NLJMeEf:I 8553 - ---· -~,1&~, .......... ,. .... _ ...... ,..'MI .. ___ _ -- 5 --~ DRAWING NUMBER DRAWING MJMBER DWG 44()..6 29of95 ___________________ SAFCO PROOUCTS __ • _NEVI/ HOPE,. MINNESOTA. .. _________________________ _ REOIOER 9'f P#n" M.JM8ER 8553 -~----~'-~ ----- --------"''""'~·""""·"•ta F H 118"=1'-0" 8 ---------_.,_., ______ ,._.,, __ ~---------------- - -: :.,r-, 125 INTERIOR STAIR/POLE 201 HALLWAY 202 KITCHEN 203 DINING ROOM 204 STORAGE 205 TOILET 206 DAY ROOM 207 EXERCISE ROOM 208 DECK ROOM LEGEND 1 2' X 'Z SUSPENDED ACOUSTICAL TILE 5/8" GYPSUM BOARD CEILING, SOFFIT, OR CASED OPENING CERAMIC TILE D EXTERIOR PLASTER EXPOSED MASONRY ROOF ACCESS ,SEEOETAtL FOR IONAL tNF RMATtON CEILING FAN :: "''""'al----FIBER CEMENT BOARD § ~ a• x 4" DECORATIVE WOOD BEAM@ 9'-4" O.C., SEE 118-8.2 FOR ATTACHMENT DETAIL MECHANICAL EQUIPMENT, SEE MECHANICAL DRAWING FOR ADDmONAL INFORMATION ELECTRICAL EQUIPMENT, SEE ELECTRICAL DRAWINGS FOR ADDmONAL INFORMATION OVERHEAD REEL, VERIFY EXACT LOCATION WITH ARCHITECT MATERIAL LEGEND 2 WOOD TRELLIS, SEE STRUCTURAL DRAWINGS NOTES: 1, All HErGHTS ARE REFERENCED FROM FINISH FLOOR ELEVATION = 0'-0". REFER TO PlANSAND SECTIONS FOR ADDITIONAL INFORMATtON- Architects RANCHO CUCAMONGA -FOUOM -EMERYYJLLE SOUTHERN CALIFORNIA Virginia Dore Tower 10470 Foell,;// Bou/e'Y<Jfd Rancho CtJCOmongo California 91730-3754 tel, 909-987-0909 fax: 909-980-9980 co • 0 z "'C ..... ro C C 0 (1) 0::: 0 E (1) ■--e LL<( ......, ro co a. .s (.) ......, (1) en 0 C -ro -c (1) (1) U> ro ...... 0~ ·-s.... LL .c "t: ■-LL "'C u ro ro C(.) "'O ..0 ro (/) 0::: co -...... ro ,.... ..0 0 (.) Cl) N i-.... -!.-co (.) .......... .. .. . . ......... CONSULTANT & 03/21/CJ7 KC ADDENDUM No. 2 ~ 06/07 CONFORMED NO DATE BY DESCRIPTION REVISIONS DATE: 06/30/2009 SCALE: 1/8"=1"-0" PROJECT NUMBER: 04142.00 *AS BUILT* 2·Z&·@ P.F: ZIJO~ EXP 3-3/-/t' DI\TE: REVJE;;ED BY, INSPECTOR SHEET DESIGNATION: DATE A-2.4 2. FOR ADDITIONAL INFORMATION ON SUSPl!:NOEO ACOUSTIC CEILING, SEE DETAIL 4/A-8.1 [s>iECTI CITY OF CARLSBAD J 5_ H95EETS J ~ ti'ICINEEF!ING DEPARTMENT · 3. FOR ATTACHMENTS OF METAL LATH AT HORIZONTAL Pt.ASTER SOFFIT, SEE DETAIL _16/A--8.1 4, FOR CONNECTION OF CASEWORKAr GYPSUM BOARD SOFFIT, SEE DETAIL 4/A-8.2 5. FOR INTERSECTION OF GYPSUM BOARD CEILINGS AND EXPOSED MASONRY WALL. SEE DETAIL 18/A-82 REFERENCE NOTES 4 CARLSBAD FIRE STATION No. 6 --SECOND FLOOR -- REFLECTED CEILING PLAN f-~-, - I ! . DRAWING NUMBER SAFC.O PRODUCTS • l'IIEW H0Pt. MINNESOTA ----~ ------.--AEORER~NllMBEA8553 ... -·-.co .. ,--.·c·.c~-,_ . ----, ____ ,... ____ ---- E ' --f ,. . I ' ROOF PLAN DRAWING NUMBER SAFCO PAJDUCTS • NEIN 1-10PI;. MINNESOTA ----=----------, l=ECIADERB'l'cAIR'F-Nl;IMBBUi658-= ··.----,---c.-_-e--=--= --. . --·--... ---·-· ··-··----··--· . -- 10 A•B.4 I ---- -t,.27'-3" T.O.S. ' ' . I@! 0 • ' H ..,,,,r;c,;;--;,::,;;--' ·----;-, ··· -· -~; I D': :tl +26'-9" T.O.S. DRAWING NUMBER SAFOJ PAOOUCTS • flEv\/ HOPE. MINNESOTA ----,-,=~-,== -=-=--,---REORIJER.IIYPlliAT ~ 6553------,., .......... llltla_____._.._ ------ 10 A.S.4 DRAWING NUMBER DRAWING NUMBER SAFCO PRODUCTS • NB<V HOPE, MINNESOTA SA.FOO PRODUCTS • NEW HOPE., MIN,.,.ESOTA DRAWING NUMBER DWG 440-6 30of95 SAfCO PRODUCTS • NEW HOPE, MINNESOTA ______________ , _ ,--FEOAOER!Pl"Mm"NUM8EFlB653~--.=------=-____ ... __________ _ ....... ----------------~~---=-AEOl1JERB'l"F't!RTl'AJMBEl'l8553 ... -,--. -' . _. __ ----. ,-_ _ _ IEJlOEA El"l'1'lilFrr NUMBER 6553 _ _ __ _ -,, ·, ----·----- +11'-6'' T.O.S. +-11'-3"T.O.S. ------0 +14'-0'"T.O.M. \.J I +10'-10" T.O.S. +11'"'6" T.O.C. --0 0700 ~ +11'-3" T.O.S. +11'-6• T.0.S. F G TRUE NORTH N EB PLAN NORTH . 8 -----,.lf .. mm!IP __ ,...Ya: T.O.C. T.O.M. T.0.P. T.0.S. TOF' OF CRICKET TOP OF MASONRY TOI' OF F'ARAF'ET TOP OF PLYWOOD SHEA.THING ROOF AND OVERFLOW DRAtN, SEE PLUMBING DRAwtNGS AND DETAIL 2/A-8.4 .L:l ~ CRICKET, SEE DETAIL 1/Ml.4 ROOF ACCESS HATCH. SEE DETAIL 6JMl.4 CONCRETE TILE ROOFrNG MECHANICAL EQUIPMENTS, SEE MECHANICAL DRA.WrNGS ABBREVIATIONS AND MATERIAL LEGEND 1 1. ALL HF.:IGHTS ARE REFERF.:NCED FROM FINISH FLOOR F.:lF.:VATION = 0'-0". REFF.:R TO PLANS AND SF.:CTIONS FOR ADDITIONAL INFORMATK.lN. 2. FOR ADDITIONAL CONDUIT AND PIPING PENETRATIONS AT ROOF AREAS, SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. FOR DF.:TAIL AT WOOD FRAMED AREA,. SEE DETAIL 3/A-8.4 3. FOR VENT PIPE PENETRATION, SEE 4/A•B.4 AND !YA-8.4 4. MECHANICAL WELL ROOF AREA SHALL HAVE MINUMUM SLOPE OF 1/4• PER FOOT NOTES BUILT-UF'ROOFING 2 - - Architects RANCHO CUCAMONGA -FOLSOM -EMERYY/lJ..F. SOU'l'HERN CALIFORNIA . VrTg;n;c, C>are Tower 10470 Fomhiff Boulevard Rancho Cucomongo Co/;fomio 91730-3754 le/: 909-987-0909 fox: 909-980-9980 c.o ■ 0 z "O -co C C 0 <l) Cl'.'. 0 E <l) ■-t::: LL<{ +J co co a. .$0 +J <l) en 0 C -co "O Q) <l) Cl) co ,_ o-£ ·-!,.... LL .c-c ·-LL "O u co co co "'C .0 co Cl) Cl'.'. co -,_ co ..... ..c 0 (.) Cl) N r--. -!,.... co () . ....... . . . .. . . . . . . . . . . CONSULTANT & romm KC ADDENDUM No. 2 6 06/07 CONFORMED 6 6 6 6 NO DATE BY DESCRIPTION REVISIONS DATE: 06/30/2009 SCALE: 1/8"=1'-0" PROJECT NUMBER: · 04142.00 2-Zq'/P l'.E. -Zl!IU EXF'. 3-:3 f•/6 !)ATE RE VIE'o/ED BY, INSPECTOR .SHEET DESIGNATION: DATE A-2.5 I SHf:f:T I CITY OF CARLSBAD 30 E"'GfNEEF!ING OEF'AF!TMENT ~ ULl CARLSBAD FIRE STATION No. 6 ROOF·PLAN. REFERENCE NOTES 4 ,_. "" - ! ' DRAWING NUMBER DRAWING ~R DRAWING NUMBER SAFCQ PRODUCTS • NEW HOPE. MINNESOTA SAFCO PRODUCTS • NBlv HOPE. MINNESOTA SAR)). PRODUCTS • NEW HOPE. MINNESOTA ~ ----------" ---· · -· •· --• · -~ · ,-.;·. ---,--· .• · ··· -. • f£EJROEFlfll'ILl'llfff ~8S§3-c~ • ---: c.c ,-c---CC·.;-'... "°'""·--'·"--'~-· ...c ---'-S•-'-'---" ''---'•--=ca~C..:.•cC---"'-'==s·c--;,. _____ -----=-__ . _______ --~--a-c-•. AECJ'IDER IJll'IIIIIIA'f Nl.aMIER 8553 R8JR:ER 91f~ NIJM8ER 6553 ----. -------------------,., .... ...., .... ~------------,---1w:;.-l!l!,lf91',-T"O.lat11E~---....:,_..~------......,_.--_·,·-------·--·-~--TWIIMl@lll!S ..... ,s~c 6 8 A-4.3 5 8 A-42 3 2 -~ -- ___ ... _.•;~··\2 .. ;·~ .. : .. ·~---.·.: ... [:>-"".. . 2 ~&a_: T • .£.M. PER RFI 49_ _ ~--0" 2ND F.F.:... __ _ NORTH ELEVATION + -1,.32'-0" T.0 . .!: _ ➔ +23'-6" T.0.P ,:_ _ ~7'~T~.P:... __ _ ¥4'•0" 2r-lO F~.F-'-·-- EAST ELEVATION ' 7 + +23'-6" T.O.P .:..._ _ _ __ '+0'-0" 1ST_!:;F. ___ _ SOUTH ELEVATION ~3~-0" !:_0··.:..":..· -- ¥-4•~ 2f!? F.;:.F.;.. __ -' : - WEST ELEVATION TYi'. 0623 r--... 1054 1 A 12 4 C----'"" .. Ill--... . ' - ' ' . .. . . ;: ·-:. : ... ~ . . . - s . . . . H 6 A-4.1 G.2 G . . . : . . . . " ~ . . -. . . . '• . . . ., ••.·r·· ..... ····cc .. ·•. -~ ·~ :· .. ·<· .. :· .. : .... > \::. /~~~: .'>": .... . . "; . ~. ·., ... ·• .:···.:··:•~ ..... · .. · ...... ·._·.-:· .... ~.•·:... •• L. :•. • ••.• •.•••••-. . ,_ : ... ·.~·· ...... : . . ~ .. ~ •.·.· .. 1· . . . ··;_ ·• ··· ·· · ·:'r.i:'·.' · · :•--·:· ... :· · :: · · ·:''.:111:,. :· : • 1~r ·}:· ': :.:_:.\ ·: .. :< : :: :, :. ·_'; .... •···.···· ..... · .. .. I . .. . ·. , . . . ;. . •. .. . . -. .. 2 I 3 4 . ·~ .... ·-··-~~ . . '.. . .-.. ·:.. . .. ~ . , .. ··,· .. ,12 ·. . . . '.'."'--;..J 4. ' . . · .... ... · ..... ·-•-·· ... ·,._;•:~· ... . ~-;· .:: .. •,:'··: ·:-.. .-.. ' ·:. . .. •! •• Ml.4 SIM. TYi'. E 8 A-4.1 F . ,· . .., . 2 G -----================= . . .. . . .~.--. : .. , ~ . •.· .. •:·-.:. -....... "'l: :-~: :· .. :. h • •• • • • • . . . .· ·':W; ··m··· · -:: · ··. .:">. . ·. ,• . ·. . -. . . ,. . •. . ·· .. --·::····>-:•·., .··•:· ~. ·• ·_. :-.... : •' _t·.,~' ··--:. -: . ~~ ·· .. :. :·:.~:·~--~ · ... : : ~. :: ~-> · -~. :. :_:.-: ·_: ~ .. ~.. . :: ? ~. \.'. .. . . ··--···-·-· ·-.-... .. .. . . ... TYP. ' •::-._ ........... . • A-4.1 E ~ ... • ·.-· •• •t •••• •.. • 6 A-4.2 5 6 A-4.1 •. . . ~. . . . .-.· .. r f ,1 . • .. ...... _ ......... , . . . . . . , . . . ·-. •. . ::. . ,. -, 1 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE. MINNESOTA FIEORDER IW"Pllfrf NUMBER 8553 -__ _,,1---:: .i.3,!!.-8" _MAXJMUM BUIL_£1NG HEIGHT ~ :,..:::;:::.._;r~:::;_;: .,_:;:.;~• FROM PROPOSED PAD ELEV.) 'f' . •. ~ · .. •·.· •. . . ·, 6 t P. ---+2'3'-e'"T~ _ __ +1"!.._..()" !_ND~ ____ :'.T-4"T.O.P. + ____ +0'..0"1STF.F.' 0623 -1,.30'-8" MAXIMUM BUILDING HEIGHT~ --+--~\+31'-5" FROM PROPOSED PAD ELEV YT +25'-3"T.O.~ _____r-- --r _ ___ ~23'-6"T.0.P. + _ +16'-8" T.O.M~ER R~ ---. H2'--4•T~ ___ _+O'~ 1ST F.F. ' ,---•-30'-B" MAXFMUM BUILDING HEIGHT~ ::....=:--"'::-J (+31'-5~ FROM PRoPOSED PAD EL~ 9 "' ____ _:ffl'-8" T.O.M. PER RA~ ___ +14'-~T-~ _ ___ +O'~" 1ST F.F. ' H +30'-8'" MAXIMUM BUILDING HEtG~ ---~/(+31'-5"FROMPROPOSEDPADELEV~ ------___ •7"_:1"T,0,4 ___ ·_ +o'-<Y' 1ST F.F. ' . DRAWING. NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA ,::ieaAOER EJl"ll!IIRT NUMBER 8553 -NIIIIIIR•-l!lf-t-,; 1/8"=1'-0" 5 118"=1'-0" 6 1/8~1'-0" 7 118"=1'-0" 8 -- CJ . -. - I Ill - CONCRtTE TILE~ STONE VENEER ElCTERIOR PLASTER. COLOR 1 EXTERIOR Pl.ASTER, COLOR 2 . ' DRAWING NUMBER DWG 440-5 3lof95 t»IIFOJ PRODUCTS • ~ HOPE, MINNESOTA F1EOROER l'IV F'IIIRf NUMBER 8553 ---------- Architects RANCHO CUCAMONGA. -FOLSOM -EMERYYILLE LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS SOUTHERN CALIFORNIA V,rg;nio Dore Towe,- 10470 Foothill Boulevord Rancho C!JCOmongo Calffomio 91730-3754 tel: 909-987-0909 fax: 909-980-9980 (0 • ABBREVIATIONS AND MATERIAL LEGEND 1 0 WOOD TRELLIS, SEE STRUCTURAL DRAwtNGS WOOD OUTRIGGER, SEE STRUCTURAL DRAWtNGS RAISED ALUMINUM LE I I ER$ • ,. ___ ,.. REFERENCE NOTES 4 z "C -ro C C 0 Cl) et: 0 E Cl) ---e ...... ro LL<( ro 0.. .g (.) ...... Cl) Cl) 0 C -ro -o Q) Cl) en ro ,._ 0~ ·-!,.... LL .c-;:: --LL "C (.) ro ro C(.) "'C .0 ro (/) et: ro -,._ ro ..... ..c 0 (.) (/) N r,... -!,.... co t) ........ .. ........ CONSULTANT & 03121/07 KC ADDENDUM No, 2 CONFORMED NO DATE BY DESCRtPTION REVIStONS DATE: 06/30/2009 SCALE: 118"=1'-0" PROJECTNUMBER: 04142.00 "AS BUILT" -~~ 2-~•/t' P.E. zm,r::.xP.3•3/•/0 DATr::. REV!EIJED BY, INSPECTOR SHEET DEStGNATION: DATE .-· A-3.1 fSHilil CITY O CARLSBAD I SH95E:E:TS I 12__1 . ENGINEE~ DEPARTMENT CARLSBAD FIRE STATION No. 6 OWN BY, CHKD BY: RVWD BY: EXTERIOR ELEVATIONS KN r I-· -- ' ' ' I I I "" + ' ' ---+ -i DRAWING MJMBER DRAWING NUMBER DRAWING NUMBER · DRAWING NUMBER . . ., -----:-=--. ' SAFGO PACOUCTS • NEW HOPE. MINNESOTA -REIJAOER B'!'"fWff ~8553 - - --.. ·,.--==-·· --------· --5A.FCO PROOU::TS • NEVIi HOPE, MINNESOTA --._, ~EN'RtR'f"MJMBffi.8!:if'i3,.0 - - ---:a.---•-•nal.llE-.. · ·;.;.,..._ SAFCO PRODUCTS • NEW HOPE, MINNESOTA ~il'l'IW'fl"NUMEER65oa ~. '~. -~-,~~.,---~---~--~•'-· _ _._c~::;,;,;,.;;._.., _ _,,._,_,_.;.;,;;,;.;;;_;,~.;.:;:.-~-------._.., _____________ _ Sl\FCO PAOOUCTS • NEW HOPE, MINNESOTA RBJROER f!N l"IIIFf'f NUMBER 8553 ii&W-91'P!llllf/lNl,Mtlll! ----------------_____ ____,.~,~-~ -,..,.,_ta ___ _ 1 2 I ,--( 0711 ) . ' • - I • I ~------, I I I , ' ' ' ' ' ' I I , I I I I I I I I I I l , - -____ , ' ' ' ' + +14'-0'"2NDF.F..:... __ _ ' ~ ' ! I ,_ ____ ., { 0711 , " r, " " .. " .. I I I + +0'.{l" 1ST ~-_ BUILDING SECTION 1 2 3 rl 0711 ,,--{1526} r-------L---~-, ~-O'"T.0.P. __ _ ➔ +23'-6'"T.0.P..:.. ___ _ '+14'..0-2NDF.F. ___ _ ( 0711 :)-- nn .... "'"" I I BUILDING SECTION 12 4 [..,-7" ~' ~lfC==*~===:::::±===:::d, . ' I t I 4 I 7 I I I I I I I I 11 I ---- I DODD DODD DODD DODD □□."==!~ DD DD 1 11 I I II I II I u I li I I " " " " " I 11 I I I 1 I , I I I I - I 1~1 DDD a==1==: 1 DD □ '=======DD□ WD,~D ~DD □ DD DD I I I I T TI I I I I I I 1 11 I I 11 I J ' " " li " n -,.."'7""\ ---' ' ' ' ' ' ' ' ' ' ' I I □ I 5 I I I I II 1--\ 1-----! I ____ ...,L! , h • ' ' ' ' _L __ _! I 6 DRAWING NUMBER ) DRAWING NUMBER DWG 440-6 32 df95 SAFlXI PRODUCTS • NEW HOPE., MINNESOTA FECAJER f!1f ~ NUMBER 6553 SAR)) PRODUCTS • NEW' HOPE. MINNESOTA ABlROER B'V MFIT NUMBER 8553 ----------.. m:.-.... El ............. ffl,__,_,__._ -·------~------ 1/4"=1'-0" 6 _ ~4'-0" T.0.M. + 1 /4"=1 '-0" 8 ' ' ' ' ' ' ' ' r--t---1--PRO\'!DE UPl'ER/IND lOWER VENTS ON" THIS SDE /C'--11--+-llNE OF FUll HEIGITT SHEET METAL 'WALL PANEL OYER EXTERIOR PLASTER l..------ '---1+1--BUIL T-1111 GAS BARBEOUE. .;,.. ___ E0 ___ --.1<~--EO--"----,t,. VERIFY ALL ROUGH IN DIMENSIONS A: PLAN I'--STAINLESS STEEL HOOD UNIT J::>--LINE OF FULL HEIGITT SHEET METAL WALL PANEL OVER EXTERIOR PLASTER BUILT ~N GAS BARBECUE, VERIFY ALL ROUGH IN DIMENSIONS GRANITE COUNTERTOP AND BACKSPLASI-I ELECTRICAL OUTLET, SEE ELECTRICAL DRAWINGS :!:» ,:, UPPER VENTS, TVP. L +O'..O• F.F. + LOWER VENTS, TVP, 1WO 16" X 16" STAINLESS STEEL ACCE:SS DOORS B: ELEVATION BUil T-IN BARBEQUE 1/1"=1'-0" 2 PROVIDE HOLE FOR GAS LINE EXTERIOR PLASTER CEILING ~--DUCTWORK. SEE MECHAIIII DRAWINGS STAINLESS STEEL HOOD u111rr LrNE OF FULL HEIGHT SHEET ltlr----~=----------METAL WALL PANEL OVER EXT"ERIOR PLASTER '3'-~ EXT"ERIOR PLASTER OVER MTL. LATH ANO BLOG. PAPER .,,----GRA!,flTE COUNTERTOP ANO BACKSPLASH _,,r--314" FIBER BOARD OVER 2X METAL FRAMING ,,----BUILT-IN GAS BAR!!EQUE, VERIFY ALL ROUGH IN l!l.~~~~t======:;;i ___ D_IM_E_NSl~N':_ +~'-Q" F.F, ' ~-GRANITE FINISH OVER FIBER BOARD L--~=l~~~~,...~~(,._ __ EJ<T"ERIOR PLASTER OVER STAINLESS STEEL TRIM " ,, ELECTRICAL " CONDUIT FOR " OUTLET,SEE " ~-- MTL LATH AIIID BLOG. PAPER ~-lWO 16" X 16" STAINLESS STEEL ACCESS DOORS ~-DRIP SCREED ELECTRICAL " " DRAWINGS ' '1---rfl( /--CONT. •,r MOLD ANO SEALANT ~·'.;:·'.;:· :;:.~.~~f-.-::~_:;.-:.::;;~·::::;; •~,~-'.'. .. -.:,-.::-.. ::.-ill~-".".'.": .. ~.".° •. ~ .. -:.-.:;;=:;Tl;;L~E;;FL;;-OORING +0"-0-F.F.' FU!VISION M~ IHl'ln/211M JOB NUMIER: IM1Q BUil T-IN BARBEQUE 314"=1'-0" 3 BATT INSULATION, TYPICAL MECHANICAL EQUIPMENT, TYP. SEE MECHANICAL & PLUMBING DWGS. Architects RANCHO CUCAMONGA -FOLSOM -EMERYYILLE SOUTHERN CALIFORNIA Virginia Dare Tower 10470 Foothill Boulevard Roncl>o Cucomongo Collfomio 91730-3754 !el: 909-987-0909 fox: 909-980-9980 c.o • 0 z "'O _. ro C C ~ Q) 0 E Q) _. --.... '-'-<C -t-,J ro ro 0.. so -t-,J Q) Cl) 0 C -ro "'O Q) (l) en ro .... 0~ ·-'-LL ..c-·-(.) .... LL "'O C ro ro ro C,) "'C ..0 Cl) 0::: ro -.... ro T"" .c 0 C,) (/) N "" -'-ro () ........ '' ........ CONSULTANT NO DATE BY DESCRIPTION REVISIONS DATE: 06/30/2009 SCALE: 1/4"=1'-0" PROJECTNUMBER: 04142.00 'AS BUILT' 2-2(;-/0 P.E:. ZtJ/7& i:XP 3.,.,.,,.,, IJATE REVl[l,/ED BY, INSPECTOR SHEET DESTGNATION: DATE A-4.1 [SHffis1 ~ CARLSBAD FIRE. STATION No, 6 BUILDING SECTIONS REFERENCE NOTES 4 I ' -- -+---------------- --l ' ' I ' ' . DRAWING NUMBER = ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ,__ ~ ~ ~ ~ BUILDING SECTION I . -t-0'-0'" 1ST F.F. . I st~t ,·,? ; .. _._·'!'·•·•.0"•,••,:,._t_;•;•_:, BUILDING SECTION DRAWING NUMBER 11 I I; 11 I I 11 I 11 11' 11 11 ' ' DRAWING NUMBER " ' ' j 12 I 4 L---""" DRAWING NUMBER •,_ --,. E I I 11 11 I r1 I 11 I I I I I I I I I I I I I 11 I I I I 11 I I I Ill I II [IDDII [IDDII "' Ill 1011 -~ = -0( --- H G -.. I I I i I 11 11 I I n I I I I I [ 11 I I I I I 11 I I 11 I I I I I L I I I ltlIDlL -I II 1111 I I 1~1 bbr===91====bdbdJ=======J I I -. ....'.- J II I " • • • • " . . . . . • • . ... .. .. .. ... r " II II ' . ' .... ' • -•·. . . :. . .. --.......... , •,, . ,.. . •' '• -· '-~~,,.,.,__ , .. ' .. -..";' ..... · rs",. E '<4.Y D C B A - --{ 1526) ·--/. ~ I I I I I I ' _]] I 11 ij I I I I I I I I I I I I 1111 I l ij I _ll I l ,.J "' I 11 11 11 I ~ I 7 l I I I - 11---"-._. • .__._._.._ ·-11 I'---"-._. • .__......;.1.._ "-lj l'-........ ..,......--'I i-i·1...-·JL..._JI ··-1,vli\ )& r II > I > I > > rt 1. . ...., . . ) / ..... .. '-"Tc'-'-'•:',: ... ·,.,-.-. ';c·;'.:.,,. ..,.,; '··.•.T• •. ·.·_·•.•, · ..• ·.·.· ... •.·· .. ··; ',,,,-,. ''llr'.""~L: .. -, '··.·.• .• ·,;~--,------::; 1 ;::::-: i i:-:::i !i -.,; ' ~-.--• DRAWING NUMElER I I 11 I _ ~8'..8" T.0.M. + _ +0'-0• 1ST F.F. + 1/4"=1'-0" 6 _ +32'-0• T.O.P. + < 0711) I ' 114-=1•.o· 8 DRAWING NUMBER DWG 440-6 33af95 EACH POLE, TYPICAi. l----"'..:::::::::::::::::~~~:~--(2) 2"X""X 6'-(!'B~ AT ------METALPI.AS'FERSTOPALL ROUND ..,__ __ '318" THICK STAINLESS STEEL SLIP COLLAR WELD ALL ROUND TO 7" X r X 114" STL. PLATE .,,----CENTERLINE OF SLIDE POLE PIPE ------3 1/"Z' 0 STAINLESS STl. SLIDE POLE -----GYPSUM BOARD ,,---CONTINOUSMETALANGLEAT OPENING, 1YPICAL ___ +14~'"2NO~ '--STAIR HANDRAIL ~I LL--~ STAIRmEAD \ I ' ~ .. 2'-(1' 7 ,,---'s RECESSED LANDING MA VERIFY HEtGHT AND DIAMETER ....._.,..__,,.,_,..___ ............ ..,,,2 ,---314" LEVELING GROUT, B K our SLAB N3 REQUIRED r--2XSTUOWALL ~--CONCRETE SLAB, SE:E STRUCTLIF<Al OF<AWINGS .• '!.• • :· -:. _ ~-0• 1ST F.F. + . .- .-.. -•. _,_. . ~-•·. ·4 ::-..• ◄---.. --~•t=-,=-· i" ~ ~ .... · ·•· . ., . . ' • .. ... : -.-,,.-a----CONCRE IE FOOTING. SEE l 2'-(1' ' l \ ·:~• :·: ... .: : ' ... ' ....... : .. . . : . .. . STRUCTUF<Al DF<AWINGS SLIDE POLE 112·=1·-0· 2 ------METAL CI-IANNEL 10 X 8.5 BETWe:N TWO RAFTER SPANS ------7" X r X 114" STEEL PLATE WITH (4) 1/"Z'0 BOLTS STAINLESS STEEL COLLAR ---~--NOTCH llOTTOM CHORD ......_ __ BOLT (2) 1/4"0 X 3" LAG BOLTS fr-------, I INTOWOODJOISTS : '1 + + ,1_ If.I ---------r a• X 3• X 114-• B'" LONG ANGLE WITH (4)1/"Z'0BOLTS, TVP. A:.~· C~E~l;;--L;;:ING;;-;:;PLA;--;;:TE~--------2 XWOOO JOISTS ~--------(4) 1/"Z'0 X 12" LONG BOLTS IY f----------8"XB"XM!"STEELPLATE □ 3 1/"Z'0 STAINLESS STEEL POLE '9 ~ B: BASE PLATE CErLING AND BASE PLATE 1112·=1•.o· 3 BATT INSU!ATION, '!YPICAL MECHANICAL EQUIPMENT, TVP. SEE MECl'IANICAL & PLUMBING DWGS. Architects RANCHO CUCAMONGA -FOLSOM -EMERJ'VJLLE SOUTHERN CALIFORNIA Vif'ginla Dare T fflW!r 10470 Foafh;// BotJlevard Rancho Cucomongo Colifomio 91730-3754 tel: 909-987-0909 fox: 909-980-9980 c.o • 0 z "O -ct! C C ~ (l) 0 E CD ■-t:'. -i■,.# ct! LL<( ro a. ~(.) -i■,.# (l) en a C ~ ct! "O Q) (l) U) ct! ,._ 0~ ·-!.... LL ■-.c-;:: LL "O u ro ro C(.) "'C .0 ro (/) 0::: ro -,._ ~ ..0 ro 0 (.) (/) N r---!.... rn () ........ . . . . .. . . . . .. CONSULTANT & 03/21/07 KC AUIJl:::;NUUM No. 2 t:::.. 06/07 CONFORMED t:::.. t:::.. t:::.. t:::.. NO DATE BY DESCRIPTION REVISIONS DATE: 06/30/2009 SCALE: 114"=1'·0• PROJECT NUMBER: 04142.00 Z·Z&-T# P.(. 'Z:f!/7& FXP. 3•3/ -;'d DAT( RE:VIE:\.IE:D BY, INSPE:CT□R SHEET DEStGNATION: DAT( A-4.2 fsHEul CITY OF CA ~ ENGINEERING DEPARTMENT [SHffi5l ~ CARLSBAD FIRE STATION No. 6 BUILDING SECTIONS REFERENCE NOTES 4 DRAWING NUMBER SAFCO PAODUGTS • NEW MOPE, MINNESOTA ----r--_____ ,-•·S ----. -·----. ____ ----·---·--· - -__ --FeJlllDER ~ NUMBEl'I fJ55s-----. -----------------·----- --!----- ' I I _[ ......... ,., ... UR--~ -__,__ ·- i"ll!i,=l1===="""'1 e EXTERIOR STAIR SECTION 1'--0" TYP. ~-14 GA RISERS & CONC. FILLED TREADS, TYP ~-1/.l"CLOSURE Pl.ATE WELD& GRIND SMOOTH, TYP STRINGER PER STRUCTURAL DRAWINGS • : ...... ------114• x 1/4• x3'16 x8'" LONG CARRIER, TYP ------3•x4•x tf4•xo--4• LONG ANGLE W/ 1 -314• DIA EXP BOLTS, TYPICAL AT EACH STRINGER EXTERIOR STAIR SECTION 11~1·-o· 23 . ' ' 0 EO. . ' · .... : ... RAIL POST BEYOND 2X WOOD STOPPER TILE OVER LIGHTWEIGHT CONCRETE AND WATERPROOF MEMBRANE . SUBFlOOR .. ,..:· ...,.. ... ,. .. . . ' ·--:::::>~ . \ . .-•· ---. ! 1'1,',.-'. "-----r",..__"'"'""''- •• / ·--./ ... ,;,/ ;,-',/,. '-,•rr• \; -i ( 'l \ I t-f;~w~~· ;•;-~;~::;:'.:/:(:::~~:~~:~_-:=~2"x10"Fl00RJOISTS t-~ \ / THIN-SET TILE OVER ,._ I . , WATERPROOF MEMBMNE . · \ ' '--I FlASHING .~:_·J i.: . . ', ,· ".·. ! I ,) ;;r-~tX",'. \-~----~=CONT.BACKER ROD AND ~ '!.J 11 SEALANT ... :,'. / \ :.:I;: / \ PLYWOODSHEATI-flNG, lYP. ..... , ,r ; \_ r------:·. " ; -WOOD BEAM. see ~;: '[ / \ , ~,c_·c;-·:c STRUCTURAL DRAWINGS -:-"' i / \ ' • '•'I'' ''I······· . . \ ' .. :\1h: . 'r .. :· :.; H\ / .: .-.:. :· •I !· ' .t ·.~:I ;, V ~.-iJ i\ --------·."'.··1 !f -/-\; ~:111 1 \ :.ti\~;-~ :~:;~::_~-~7---~:.~-~#~ :: [. ::.,_, ;,.,,,;, ;; •• ;:•··:i;,·2· f:• ~--=·'-'·.:::_,,•:•:.\·:C,•;,,·•'°•'<C,·•::;• r-----EXTERIOR PLASTER OVER .. BLDG. PAPER AND MTl. lA --TYP. ORAWINGNUMBER DRAWING NUMBER DRAWING NUMBER SARI) PAODUCTS • NEW H□f'E. MINNESOTA 5AFCO PRODUCTS • N:;W HOPE. MINNESOTA ORAWING NUMBER SAFCO PRODUCTS • NE\111 HOPE.._ MINNESOTA DRAWING MJMBER DWG 440-6 34of9S SAFCO PRCOUCTS • tE,N HOPE,. MINNESOTA ------------~ff1Wff NUIWIER-8553----------------.. -_-_____ -_ -----·· ___ -------------___ .. ____ .:. .·R&CAJBUft",l=IIIIFJf_ llll:M6EA,B553 __________ _ Sll.FCO FAOOUCTS • NEW MOPE, MINl',ESQTA ------_ ----------------------------------~1!1¥AIIFl'f NUMSEA-8553 ______ _ _ _ ___ _ ------· _____ AeOFl'JSlS'f-AVrfNUMBER655a _______ _ _ AEOR1:&1-8¥F#rr NUMBER 6553 ____________________________________________ -_ . ____________ _ -- i i " ~ 0 z • m ,. M z 0 ;,, ~ ,. " 0 M 0 0 3116 --·------.. -- __ •_14_'-0'~ND F.4 ___ •.:.7'-0.:_ LANOt~ _ ~'--0'' 1ST F.F. ' 1/4"=1'-0" 18 NOTES 1. SEE STRUCT. OWGS. FOR ADDITIONAL INFORMATION 2. GALVANIZEDALL COMPONENTS AFTER FABRICATION '---1112" ROUND STEEL HORIZONTALS, TYP. '---1112" ROUNO STEEL HANDRAI~ TYP. ' '---1112" ROUNO STEEL VERTICAl.S, AT 4'-0" MAX. TVP. '---3118" STAINI.ESS STEEL CABLE @4"0.C. '---Slc'El DECK OR STAIR TREAD W/ CONC. FILL '---STEELANGLE --.. ___ STEEL STRINGER EXTERIOR STAIR RAILING 1·=1·-011 19 SUBFL ------~-----,, ' _..,._ i l ~, -·------. ' --ii ; t i \ i ,;· . --r-7--• :i \ / H i, \ / u !, ; ii I \ ._ ,.rf1 '• l,;/t ,, i U_i t ./ . \ \ / \ / ·• .. RAILING POSTS BEYOND 1114•x1114•x311s•x2'"LO CARRIER AT EACH SIDE 2X WOOD FURRING · THIN-SET Tile OVER WATERPROOF "'1EMBRANE CONT. BAC~ ROD AND SEALANT Pl. VW'OOD SHEATHING, TYP. -----W000-85'\M,SES----- STRUCTIJRAI. ORAW!IIIGS EXTERIOR PLASTER OVER BLDG. PA.PER AND MTL LATH TYP. 3"=1'-0" ------:w:wzww BUILDING SECTION ------------ I I I -. . .. .. .. .. ........... _. _ _,_ . .,_., -i! 1! = = □ 1526 0711 ----- D I I I I I I I ' ' " ~..I ' ' '---.1 I -----t----------________________ ------L ~r----r--------t ' ' 1-rr====;r-----------,.=====c;rl ' ' ' ' ' ' ' ' ' ' ' ' / \ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' l I \ / ' I I I I I l ! I ~----.J 1,,._ ____ j '-- I I .._- • . . •, E / \ ___ +32'-0"_T.~ ::_17~• T.O.P. + ___ +12'~·~0.4 , ✓----<, 0711 _ +0'-0-1ST F.F. + 1/4"=1'-0" 6 - BATT INSU!.ATION, 1YPICAL MECHANICAL EQUIPMENT, -m>. SEE MECHANICAL & PLUMBING OWGS. Architects RANCHO CUCAMONGA, FOI$0M, EMERYVILLE SOU1'REiffi' CALIFORNIA Virginia Dore Tower 10470 Fooll,1" Boulevard Rancho Cvcomongo CarrFomio 91730-3754 tel: 909-987-0909 fax: 909-980-9980 • 0 z C 0 ■-...... co ...... (I) ~ ·-LL "'C co .c en +-' C (I) E t: co a. (I) 0 (I) ,_ ·-LL "C co .0 rJ) ,_ co t) ..... 0 N I"- ........ ....... ' CONSULTANT & 03/21/W KC ADDENDUM No. 2 b. 00/07 CONFORMED b. b. b. b. NO DATE BY DESCRIPTION REVISIONS DATE: 06/30/2009 SCALE: 1/4-,"•0" PROJECT NUMBER: 04142.00 · z.-ztr,,/1) P.E. ze,-;e EXP . .3::3t:J!> DATE REVIEWED BY• INSPECTOR SHEET DESIGNATION: DATE ... A-4.3 WI .CITY OF CARLS.BAD 1rs.H9E5ETSI . ENGINEERING OEPAR1MENT . ' ' CARLSBAD FIRE STATtON No. 6 'ii' :;,;;B~~;:;:;;::;;;;:;;;;~;;;;:~;;;;;:;;;;;;::;:;;;;:;;;;;:;::;;:;;,:;;;~::;:;;:;;;;;~1;;:;;~;:;;;;-s;· ;;;i-::' . . . . . j-1,-------. -_--~--_ :'.?-0"1STF.F.' ----------------------------------------------------------------------------~]~: ~:-~;!m:-~· l,·,,·,.,;~;cc,,,~ ·c '?,:~_;-:: ,,,·:.,,~;.,_;,,~-,;.,-c'.;c;,~~;!:~~~~~~~~,:~~~!.1@!~c';(Iit:T·:;,,,~~:4;;,~f~8l[,~,-~;;~ Jct'' • '-------'---BlJrbDING-SEC-l"fONS---·-_c__ BUILDING SECTION 1/4"=1'-0" 8 REFERENCE NOTES 4 -. ·~ ' \ \ DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAW'ING NUMBER DWG 440-6 3'5 cff95 SAFGO PROOUCTS • N8N HOPE, MINNESOTA 5AFCO PR□rn.iCTS ,. NEW HOPE, MINNESC!TA -SAFCO PRODUCTS • NEW HOPE, MINNESOTA SAFCO PRODUCTS • NEW HOPE. MINNESOTA SAFCO PRODUCTS • NEW HOPE, MINNESOTA ___ --~_9'1'.RIIRT_f'IJMBEA_6?5i53 REOAD:RS'f~NUw!BEA 6SS3 _, ___ ._. ___ _ REOROERl!l'l'F'W'IT NI.MBEFI.S5S3 _____ ·----------_________________ , ____ __:,_-c...,:_ ______________ -----------------~---'---_ FtiFIDER IW-F"IWff ~6653 ----'.--------,----·--·---------------____ . __ -. _____ , ___ _ :=::-+--· ----·----_.... -_--------::::::--.--"""""'-•811••~~-~~--:::...._-··----------·---~---~--· -•-.. -~~=~_,.,,,_,..MlfflMndUlilli •c-:-~-=:==c-~--~-~--.:::;:;,:· -~--:...:...;;_;_--~ •.:.;;;...:.:_:,--·---~,_.,_.....,.. .. ,_tllE---=-..:.;-.::;::,..;;;,_·-~ -c=:::=:::-c--·'·=-----~-·..;.;:.;;.,.;;;--·;;;,;;.;,;;-----••••dllf"CIFl'llllfOIITIIIUIIE-, --------:w::=-•-•-u• --------·- ! -------6AFOJ PRCOUCTS • NeN HOPE. MINNESOTA. ----------------------AEOAOER: 111'1'--AIIRT Nl.MIER855S ------··-· ----_ ------------------------. ---------'-"---------------·----------------~ iea.,. __ ._ ------! ' -l i i [ ' . ..... . ---~,c...~ .... -~---·· ---:_ ..:.__._,_ . . , f -. - -- > > > ~01 EXTERIOR ENTRY CONC 1'902 OPEN OFFICE CPTB CPT 103 TOfl.ET CER CER 104 HALLWAY CPTB CPT 105 OFFICE CPTB CPT )t06 DORMITORY CPTB CPT •<Yr Sf!OWER/TOILET CER CER 108 DORMITORY CPTB CPT ~09 DORMITORY CPTB CPT ,,o OORMITORY CPTB CPT 111 HALLWAY CPTB CPT 11'2 COMMUNICATION ROOM RES CONC ~ 13 ELECTRICAL ROOM RES CONC ,14 SHOWEMOllET CER CER '15 CUSTODIAL CER CER 116 SHOWER!TOllET CER CER 117 SHOP/LAUNDRY EPXB EPXF 18 STORAGE RES CPT 19 EQUIPMENT ROOM RES CDl'IC l)t20 VESTIBULE EPXB EPXF 121 FIRE RISER ROOM RES CONC 122 AP'PARATUS ROOM CONC CONC 123 TUr::t'NOUT LOCKER ROOM CONC CDNC 124 STORAGE RES CONC ~25 INTERIOR STAIR/POLE RES RES > ~ HALLWAY & POLE CPTB CPT ;,02 KITCHEN RES ET 203 DtNPNG ROOM RES ET <W4 STORAGE CER CER :,OS TOILET CER CER 106 DAYROOM CPTB CPT i2()7 EXERCISE ROOM RES ATL 208 DECK CER CER > ) ) ~I_NISt-1 ~9~EDULE MATERIAL LEGEND CERAMIC TILE BASE EXPOSED CDl'ICRETE CURB RESllENT BASE -- WAINSCOT CER CER CER A A A A CER CONC RES CPTB EPXB CAPRPET BASE WI ALUMINUM CAP {CHANGE ORGER #10) EPOXY BASE {CHANGE ORGER #10) FLOOR ATl ( CER . ET RES EPXF CMU = CER FRP GYP MIR PLA sv ATHLETIC FLOORING cERAM1c TILE A A A --2 EPOXY TERRAZZO RESfLENT FLOORING EPOXY FLOOR (CHA>IGE ORGER #10) EXPOSED CONCRETE MASONRY EXPOSED CONCRETE CERAMIC TILE FIBERGLASS REINFORCED PANELS OVER GYPSUM BOARD GYPSUM BOARD MIRROR OVER GYPSUM BOARD EXTERIOR PLASTER STONE VENEER V CER MATERIAL LEGEND AND NOTES I -- WALLS ATI.-• A'fHLE11CFlOORIN8 CER ..-CERAMIC ll~E CW = EXPOSED CONCRETE WISONR'f ' CONC = EXPDSED CONCFl:leTE CPT ,. CARPET Er = EPOXY'!'~ ' ti:; """ : Fl!IER M:'INFORCE0 PAHEL GYP = GYPSUM. BaO.RD, PAINTED ~ i>LA ,. EXTEfUORPlASTER CJ> RES : RESILIENT BASE, RESUEM'T FtDOAINl"l ' z: ST ,. STONE SASE, STONETII.E 0:: C> SI/ • STONEVENEER = ,= r'"--''-"'===c..--------,1 sv GYP GYP GYP CER CER CER GYP GYP GYP GYP GYP GYP GYP GYP GYP CER CER CER GYP GYP GYP GYP GYP GYP GYP GYP GYP GYP GYP GYP GYP GYP GYP GYP GYP GYP CER CER CER GYP GYP GYP CER CER CER GYP CMU GYP GYP GYP GYP GYP GYP GYP GYP CMU GYP GYP GYP GYP CMU CMU CMU CMU CMU CMU CMU CMU CMU GYP GYP GYP GYP GYP GYP GYP GYP GYP GYP GYP GYP CER CER CER CER CER CER GYP GYP GYP MIR GYP GYP PLA PLA PLA sv GYP CER GYP GYP GYP CER GYP GYP GYP GYP GYP CER GYP CER GYP GYP GYP GYP GYP CMU CMU GYP GYP GYP GYP GYP CER CER GYP GYP PLA -<C °"'>-LU LU 1-_. ,;;;;; LU A--7 .1 REMARKS FOR FINISHED FLOOR PLAN, SEE 20fA.6.2 FOR FtNISHED FLOOR PLAN, SEE '20/A-6.2 A--7.1 - A-7.1 A--7.1 A-7.1 A-7.1 A-7.1 A-7.1 A-7.1 A-7.2 A-7.2 A-7.2 - A-7.2 • P,72 A-7.2 A-7.3 A-7.2 A-7.3 CARPET AROUND SLIDE POLE A-7.3 FOR FINISH FLOOR PLAN, SEE 17/A-6.2 A-7.3 FOR FINISH FLOOR PLAN, SEE 17/A-6.2 A-7,3 A-7,3 A-7.3 A-7.3 -. A NOTES 1. 718" FURRING CHANNELS AT 16" O.C. SHALL BE USED ON ALL MASONRY SURFACES SCHEDULED TO RECEIVE GYPSUM BOARD RNISH U.N.O. 2. CERAMIC TILE TO BE OVER 5/8" MOISTIJRE RESISTANT GYPSUM BOARD AT ALL WALL LOCATIONS AND OVER Mr GYPSUM BOARD AT ALL CEILING LOCATIONS '- U.N.O. 3. FOR INTERSECTION OF GYPSUM BOARD WALLS AND CEIUNGS WITH EXPOSED MASONRY, SEE DETAIL 18/A-8.2 4. SEE INTER!OR ELEVATIONS FOR SPECfFJC MASONRY TYPES 5. FOR TYPfCAl SH ST..&,L, SEE DETAIL 5/A-8.3~ - A • . • . • , • • ' . # 1 2 3 4 5 s 7 8 9 10 11 12 13 14 15 18 17 18 19 20 21 22 23 24 25 26 27 28 29 31 32 33 34 35 38 38 - ··•··-·•-•-_____ ,._, ___________ ,,, .. , •'•-•·•-· ._, ___ , DOORSIZE (WIDTH X >fEIGHT) 14'-0" X 14'-0• 14'-0" X 14'"-0" 3'-0" X 7'-'Z" 14'-0" X 14'-0" 14'-0" X 14'--0"' 3'-0" X 7'-'Z' 3'-0" X 7"-'Z' 3' -0" X 7'-2" 3'-0" X 7'-2" 3'.()" X 7'-'Z' 3'-0" X 7'-'Z' 3'-D" X 7'-'Z' 3'-0" X 7'-'Z' 3'--0"' X 7'-'Z' 3'.Q'" X 7'-'Z' 3'-o" X 7'-'2" 3'--0" X 3'-0" 3'-0" X r-T 3'-0" X 7'-T 3'-0" X 7'-T 3'-0" X r--z-/2 3'--0" X 7'-'Z' 3'-0" X 7'-"Z" 3'-0" X 7'-"Z" _ 3'--0" X 7'-2" /2\ 3'-0" X 7'-"Z" 14'-0" x r-z· A B B C B B D A D D D D D D C D D C D D D D -~ A C C E "l"-0"X7'~ --A 3'-0" X 7'•'Z' C 3'-0" X 7'•"2"' -D 3'-0" X 7'•"2"' C 8'-0" X 7'-7.' F 3•-0~ X VERIFY 2' H "'-0" " 3'-0" X 7'-2"" H D FEATURE 1 314" 1314" 1 314- 1 314" 1 314" 1 3/,f" 1314" 1 314" 13.W 1 314• 1 314• 1 314" 1 314• 1 314• 1 3/4" 1 3/4" ) 3/4" 1 3/4" 1 3/,f' 1 3/4" 1 314" 1 314" 1 314• 1314" 13/4" - I - I ' HARDWARE FIMSH 1 2 2 3 2 2 4 3 5 5 5 6 7 8 9 10 11 12 s 11 13 14 11 12 11 11 5 5 15 3 16 11 10 17 15 18 1R 19 y y y y y y y y y y y y y y y y y V y y y - ' y HM HM p p Al FF FF HM HM .. p Al FF AL -FF JiM HM P p y HM HM _e., p WS f!M Pl p -NVS HM Pl p WS HM PL p )NS f!M Pl p WS HM Pl p WS HM PL p IWS HM Pl p IWS HM Pl p 1NS HM PL p Y 1WS HM Pl P -IWSHMPl P WS HM Pl )NS HM Pl WS HM Pl HM HM p p p y /1-!M I-IM p p )-IM I-IM p p "\HM HM p p HM HM P p /HM HM p p AL AL FF FF Y J1M HM ...2 p ws Pl -WSH•PI.P -IWS HM Pl P • f,NS HM Pl P AL AL FF, :\FF ---- YNVSHMPLP -- /2 DETAILS SEE SHEET A-6.2 u_,i,o. HEAD JAMB JAMB 1 2 2 1 " 6 6 6 6 6 6 6 5 6 6 5 5 6 9 6 4 4 8 8 1 6 6 6 5 B 1 3 3 4 3 3 1 2 6 6 6 6 s s 2 6 B 6 B 6 6 6 9 2 4 4 8 • , 6 6 6 2 6 2 3 3 4 3 3 1 5 7 7 7 7 7 7 7 7 7 6 7 7 6 7 9 7 4 4 8 B • 7 I /2 7 7 7 Sill 22A 22B 22B 22A 20 22C 20 20 22C 20 22C 23 24 24 - ..... Al = Al.UMIMJM AN = ANODIZED FF ., FACTORY FtNISH ..... ,,. HOLLOW METAl.- p ,. PAINTED FINISH PL "' PLASTIC Vudl"""l'E ST ,. . STEB. TG -< TEMP~~ WV ,. WOOD, VEMEER WS = WOOO, SOLID COfflc '" ~ = 1-------------~ = ~ REMARKS B B 24" X 18" LOUVERS TOP ANO BOTTOM B C C C C i/2\ C A SLIDING DOOR. SEE DOOR TYPES LA 1-A C (_L \ C A SL!DtNG DOOR, SEE DOOR TYPES -/2\ DOOR SCHEDULE AND NOTES ) ., - -- 14 \ 13 15 ..t.~ 4EO.SPACES ALUMINUM DODD PANELS.TVP.-1,l"s. □DD GLAZING, TVP. I '\ OF EIGHT B" B" .,..,,,.. •f-,.. PANELS--, □DD "?] I"-.... . ' ~--GLAZING vv I / TYPEA 6"8" --+ PANIC HARDWARE, TYP., WHERE INO,CATED .,,---GLAZIOO vv .,... _ _,__ I _.,,,,,,.--PANIC V HARDWARE. c=-=·=""! • --'f,-TYP., WHERE - 16 \ A-5.2 "'DICATED TYPEC . ,,,.--.. , 14 , A-52 -GLAZING ! '-llF'l!Y~/ II/ /Iii/ /'Ill/ / II ~ 11 ✓ ✓111 ✓ ✓1111 ✓ ✓11~/ ✓11 DODD DODD TYPEB B" B" . ~-~-·rt---1-, LOUVER, / 24"X18" ~ ~----, WHERE : :.-INDICATED ' ' 1..----...) VPANIC HARDWARE, TVP .. \'YHERE . ~ - --...sss-::-=!" INDICATED r----, i e' .f----24" X 1B" l I LOUVER, ,,..--t-L-----..i WHERE "'DICATED TYPED / 13 \ \A-52 - -> l-+l~-1--"18'-I ,A-5.2 -I > I > --- 1 ' ' } ,., ' TYPEE TYPEF ' TYPEH 13 A-5.2 NOTES: 18 \ A-52 - 13 A-52, - --- A -d2\ ----·-------.... ----""" DOORS 29 AND 35ARE TO BE MODEL 350 SlfDrNG-GLASS DOORS BY FLORIDA'S BEST, {800)511-1746. SLIDll'ilG DOORS TO COME COMPLETE WITH SCREENS ANDAlL · REQUIRED HARDWARE.. PROVIDE 71& INCH INSULATED GLAZING OF SAME GLASS TYPES AS SPECIFIED FOR 1 !NCH GLA2fNG SPECIFIED IN SECTION 06800. FINISH : PPG 1 _ POL VCRON_ Ill FINISH IN CUSTOM COLOR AS_ SELECTED BY ARCHITECT _ _ _ _ _ _ _ _ ;,/ . -_,,. _ ... _ .... ~ .... ....,2\ DOOR TYPES I GlAZING WINDOWSIZE # (WIDTH X HEIG>fT) A 5'_,.. X 7'-4• W1 B 1/4" HM P B W2 A C W3 A 1" AL FF D W4 B 1/4" HM p E 3'-4" X 1'-4" W3 A 1· AL FF F 3'-4" X8'-8" W4 B p G 5'-0" X 7'-4" W1 B p H 2' -0" X 4'-Q" wr A 1" Al FF NOT USED J 3'-4'" X 8'-8" W4 C 114" HM P K 5'-4,. X 7'-4" W1 l 5'-0" X 7'-4" W1 B 1t4" HM p M 5' -4" X 7' -4" W1 C 1/4" HM p N 6'..S" X 4'-0" W5 A 1· AL FF 0 NOT USED p 5'-4'' X 4'-0" W8 A 1· AL FF Q 2'-0" X 4'-0'' wr A 1· AL FF GLAZING TYPES: TYPE A: INSULATED, 1 "THICK TYPE B: TYPE Cc TEMPERED, TINTED, 1/4" THICK, U.N.O. TEMPERED, CLEAR, 1/4" THICK ' DETAILS SEE SH!::E'T A-5.:3., U.N.O. MA.TER!Al/FINISH ABBREVJA.TIONS Al • All.NINUll'I Alt.I " ANODIZED FF = FACTORY l"INISH HM = HOU.OW METAL P " PAINTED FINISl>I Pl. = Pl.ASTIC LAl,11,,.,.T= ST <> STEB.. TG " TEMPEREDGlAZING 'Ml " WOOD, VEN&ER WS = WOOD.SOUDCOREc ' . """ HEAD JAMB Sill OTHER REMARKS 1 112 5 5 7 7 8 8 9 10 1 1 1 2/16 9 10 11 11 12 2/ 12 1 1/2 12 2/ 12 17 s 18 10 18 10 3 4 5 7 2 9 2 3 4 • 2 2 14 4 15 • 14 4 17 18 18 / . . . ---• • • , > > GLAZING NOTES, ,. MULUONS AND MUNTINS INDICATED ON THE ALUMtNUM WINDOWS ARE SPECIFIED wrn-ttN THE GLAZING SYSTEM PER SECTION 08800 ' 2. ALL ALUMtNUM WINDOWS INDICATED ARE HORIZONTAL SLIDING WINDOWS IN • ACCORDANCE WITH SPECIFICATION SECTION 08520 • • ----' - Architects RANCHO CUCAMONGA -FOLSOM. EMERYYTU.E SOUTHERN CALIFORNIA Vrrg;nio Dcrrn Tower 10470 Foo/hi/I Boulevard Rancho Cucamonga California 91730-3754 tel: 909-987-0909 fax: 909-980-9980 c.o • 0 z C 0 ·- ..... C: Q) E t: ro 0. Q) 0 Cl) .... ·-LL WINDOW SCHEDULE AND NOTES LL ""C ro ..0 en "'O ro .0 (/) □ W1 00 ILJDil W3 000 D 0 W5 0 W7 W9 WINDOW TYPES I W2 - W4 W6 - -:.... ro () CONSULTANT "C ro () ....... ..... ' .. & 03121107 KC ADDENDUM No.2 6 06lf)7 CONFORMED NO DATE BY DESCRIPTION REVISIONS ·. DATE: 06/30/2009 SCA1-E: AS l'IOTED PROJECT NUMBER: 04142.00 W8 • AS BUlL T• z-z~-,,b PF ,ZfJ/7r EX" 3-"3H~ DATE REVIEliED BY• INSPECTOR SHEET DESIGNATION: DATE A-5.1 ~-= -, ~, -_ -, -,_ -. -,. -_ --: -,,, -,_ -. -., -, -. -, -.. -.. -, -. -..., -.. -,_:;----t fsHml CITY OF CARLSBAD fsHEm7 ~ ENGINEERING DEPARTMENT ~ CARLSBAD FIRE STATION No. 6 ✓ - 1 DOOR, WINDOW.AND \_ _ FINISH SCHEDULE ~~E@&N~il;:,;:;;:,~ I I PR~~;1 No_ I DR:;;:;o. OWN BYc KC CHKD BY: -~K~N- -RVWD BY: KN -.. r -- • I ~. -- -------------------------- DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER ------ 0 0 © - 0 © FIN. FLOOR SEE FINISH SCHEDULE7 --- 4 4 4 FIN. FLOOR SEE FINISH SCHED\JLE7 4 -,i ... .d 4. _,,.--FRAME PER SCHED\JLE V /~--DOOR PER SCHEDULE 1 _..,.v v~_ I/ r-REESE No, S4S9 SET FLUSH WI I I/ FIN. FLR. MAT. v' / / ~ . • "' . EXT.GRADE----.... ' ~l ; i ,t------'--rl°RE-MOLDED EXP. JOM' A • 4 ,. • .,, V_,,.--FRAME PER SCHEDULE ,,,.. v v,,,.---DOOR PER scHEDULE / I l/~--REESENo."404 . V I FIN. FLOOR SEE FINISH / SCHEDULE OR EXTERIOR SIDEWALK WHERE OCCURS GLAZING PER SCHEDULE TILE FlOORING OYERFUI.L )¥,11"~'rill"'-,-.,;':_'_...j •~!-. _'_:,,..,__-fiij:'.~---EXTE:RK>RFILASTEROYER •· t: 4-.-" MTL LA.TH AND BLOG. P'APER ..... ~'s..;:::' ...__, __ GYPSUM BOARD ' "'-----HEADER, SEE STRUCT. OWGS. -•• re• : ·"' ~ CONT.RODANOSEALANT --~ ~'---SHIM '----SUDING [J(X)RASSEMBLY I " '----CONT. ROD AND SEAi.ANT MORTAR BED, :, , , ., t, V, COPIIT. ROD ANO SEALANT SLOPE FLOOR ~ [HI FINISH TO 1111 u ti :, :, ~ FINISH FLOOR ~~N-~--:::: ~;:,~t<::~_ ~~==-~NG GLAZING PER SCHEDULE , '.". CJµ: i~':!'..-_ __;•~-__ ....;.,.jle•·ie----E:xfERtOf{ PLASTER OYER ____ _: ' MTLLATHANDBLDG.PAPER " ..... ~ . ' '1~!., ~'---=:::UCT.OWGS. ',JI I . l\-~--A..-/1 ~ !~ '\ '----CONT,ROOANDSEA!ANT p llr D '---SHIM ,: '---Slto!NG DOORASSEMBI.Y TILE FLOORING I • '---CONT.ROD AND SEALANT OVERFULL I MORTARBED. : ·-"·: ~ CONT.RODANDSEALAMi SLOPE FLOOR ~ ;~;, 1 1 FtNtSti TO ll u u 11 :, _ i:.-, ~ FINISH FLOOR DRAIN· ~ :: :: :::: .,,. · LIGHT WEIGHT CONCRETE ~=:::;::=~::;:i~rT:~·f· -, --<JVERPLVWCOOSHEATHING . ,. • ·.. • • _. ;c H l·::::cot·· ::::_· . -......:. • · • • ,. ,. .:. :-:-: · ~ _ _.:.r· . ,.,..__ ·. BOTTOM TRACK '--==.==I~~-' t,-Ll-. '. ........ _____________ ,-_ ,-• . .. 'i ..... ,, .-:.:.:.,,..":::;,/·:·,•'. ,'__,L.' • . . . . . . .. . :-~ .. ·---~_;,,·_: • ~-H\ i\ j COFIANTSHl.~~.~NTHEETFINMISETHALTII_~ ·. ;. ~-~: •. • > ilI\~:::::_· "'---- • • -:-:-i ! ; / '""°" rl"\I (') 41 . ~ '~~,. ~°': ·· .• '? tt \ / \ / EXPANSIONSTRIP&SEALANT • ~-·.••·· :.~~:_~} [: ~--_:·····::.=-::=.__~r----,. __ CONT.GALV.SHeITMETALT hTrt • • IUJ • .11[)# q;,., ""' """ _,, __ : _,,_ :::::~~ r "'--,--1\-'\~,_·./-l/~-ii_'-i\_i-l-'-i\_i-l-________ :::=:::NT~:r~='r_,, ___ ,:_,..•c:;·./c,·c,:·.,..=···-~r\\\~~//]ii[------------==t,__====i==== =:::::~: OVER V vv, ~ DOORPERscHEouLE X ,[: ;'\ /\ occuRs X_ ,I PLvwcoosHEATHING I/~--TRANSITlON STRIF" // •·•\lit'!-: -,/....;.\-t--;i-+\+---------2X BUlLT-UP FLOORING / .l..\+;~ilf-------1---1--2X BUILT-UP FLOORING :;;;~=1,.,.J __ b~'a ,~:;;;li;~~:::c:r::r::J'··,..~·:/'"'·· __ ,.. ____ ;,;..,·_'_·-... -. -.-,.,._''.:""·:.,· .-1 ... _..,C" .. ~.=-1.,., ,· \ i \ .-.. .-;£_--. -._ · .. .-.-~.c / 11 CONCRETE I/ CARP'ETORATHLETIC RlEICSINllMBER: XDOl!-Ot7 RPW!IONM~ IIM'l1l2l'llli JOBNUMBER: 04142 Fll..EICSllolUMBER, lCOM-013 FLOORING -'I-,._ FLOORING . ,, ,,.,.~,~~~"'r,!""!.7:, • ;c:·,tS";:;-:!:TTr'm'!'i!"!'frr'i"!'f"!"i'l"!f!'!'lf!'!!"!'!'!•· • ,. • 4 · ._ 4 4 · •. · SLIDING DOOR -HEAD AND SILL 3•=1·-0· 17 SLIDING DOOR -HEAD AND StLL ..,.,._ - 3"=1'-0" 13 • _,,.--FRAME PER SCHEDULE / V DOOR F'ER SCHEDULE V V' V TRANSITION STRIP TILE FLOORING ----._ '•. •-· ... ~ . ,,-., . "' <I. ·. "' .. ., " TILE FLOORING ~ • • _,,.---FRAME PER SCHEDULE V I / 1.,) 1 ....-Vv..,...--DOOR F'ER SCHEDULE V ~--SILL /t,, GROUT _,, -,..:.,;. r-SEALANT ...... ---------.. \ / / '-\\ /// I ,_ ---- WOOD FRAMING, SEE STRUCTURAL DRAWINGS ~--GYPSUM BOARD, TYPICAL ~--CONT. ROD AND SEALANT, TYPICAL ~--SHIM, TYPICAL ~--SLIDING DOOR / _. \ // • I ' _. ' _. ' ' ' ' ' . . .. : ...... , '--GLAZlNG PER SCHEDULE '---SCREEN '---CONT.ROD AND SEALANT, TYPICAL \ / / ' _. ' , ' I \ / ... II ~ /\ WOOD FRAMING, SEE STRUCTURAL DRAWINGS ,,---GYPSUM BOARD, TYPICAL r---CONT. ROD ANO SEALANT, TYPICAL r---SHIM, TYPfCAL ,---SLIDING DOOR ..... ,_._.._. ._._ .. _._._._. ._._.,_._._._._._.,_._._._._. .... ,.- -:-: -~ ·:. \ .. ' ' ' ' / / I _. / \ .Al~ TIit 1!fe 'i1i! ,/ /\ '~=~~-~ ~·~~==......i1!-i--"""""'·' r----r-.-----.11' / \ ' ' ' ' -, .. :-~ .. - , ' ' '---GLAZING PER SCHEDULE ..__ __ CONT.ROD AND SEALANT, TYPICAL I f TILE FLOORING -...._ __ CONT. MOLDING@JAMB, TYP. "---EXTERIOR PLASTER OVER MTL LATH AND BLOG. PAPER '---CONT. MOLDING @JAMB, TVP. "---EXTERIOR PLASTER OVER MTI.. !ATH ANO BLOG. PAPER I THRESHOLD 3"=1'-011 22 V . l-----+-+--1-----H.M. FRAME BEYOND ,_+-----C.L OF DOOR !-----DOOR PE:R. SCHEDULE ~--LT. WT. CONC. OVER : ,v PLVWOOO.SEESTRUCT. V DRAWINGS V V FIN. FLFL -SEE FINISH SCHEDULE LY I/ I/ ---REESE No. S439A. SET FLUSH WITH FINISH FLOOR ---TILE FLOORING OVER FULL MORTAR BED IN DEPRESSED SlABAREA SLIDING DOOR -JAMBS I / ,,.-/ !,' ,. / ,-/ //· / / / / ... ~ I v/,,,_,.,,,," / . ~/_/' //1/✓~/c,,/ /,, /~/ I ': I I 3"=1'-0" 18 LINE OF C.M.U. WALL, WHERE OCCURS •//, /.-0%'/ //¾' ,,, . ' ' ,✓,,1 ✓/· /-'I· II / / / ,,,-, _.,, /'l•~",l--_j._j.._ __ _ ' ' , / ' ;' ,, ./ I"' C.M.U. -//',_..-'1,1 ,,-· // /\' I I / / / ,A / / / /// / ./, l .• I I / ,,,, , ,/ / / / / / / ,,, 1 .. } -.;-.-;-,---EXTERIOR PLASTER OVER ✓//. /,',-,; ' ///////1·· I I MTL.LA.THANDBlOO.PAPER / _,., _,., / / / ' ' ' /'/''''. / , / /' / _,/ ,/ ,,✓ I ·.. l I / ,/ ✓_,., ,/ ,/ ,/ ,,, / 1 · 1 _J,~--vvtRE C.M.U. ANCHOR / , -" , , ...,I" /,,1'!1;;_'/-'"1 I , , I I ,~--SHIM //' ,,, / _,.,~' I :. I // ///d/ ~ I I V //, '.%>:>:>~;~>~/ ;v:;i / ; Y--;.,':,~;~~VENEER, V / /I / / C C C ~~ )4.., . ;,'I / ,"//:~// ' /,.-, ·. ' ' /V'/ / / ½~' · 1 ...----CONT.MOLOING@JAMB , ; / / •'' :....--: , / /I ,, "/ _. . ,.--I _,.-Ir'/. / , / .. l. J ____ 7'-4•A.F.F.@HEAO+ 1. s..1 r .. ·-\ ~UNEOFSILLBELOW,WHERE OCCURS " ~-----.L ---/ , ,, ""' DRIP MOLDING@ HEAO . "" . ---.. _ .. -. . . . ----=~----.. . . . 4 . •·--· -... -:.:~-·--__ , __ ---:.-.. :"·,~-.. -.. -... -_-----'" .-.-,,-..; __ :-;'-.. .,. -:..~-... -:,-;'----:---"' .. "'~r~,I .•:.--:.·--0 ---EXPANS!ON STRIFI' & SeAlANT' ,_ It..----'--CONT. GALV. SHEET METAL 'T \ i ! \ f \ I \/ FLASHING 4 '---FLOOR. UMJERLAYMENT OVER PL VWCOD SHEATHING. RETURN UP TO WALL THRESHOLD 23 f-------1----t-+----tt.M.FRAMEBEYOND 1-+-----C.L. OF DOOR '---~-DOOR PER SCHEDULE I ..,...--FIN. FLFL-SEE FINISH /v SCHEDULE '· 1 , / LT. WT.CONC.OVER -V / _ PLYWOOD, SEE STRUCT. I _,,1/ DRAWINGS V ---3'4,.THICKMARBLE MORTAR BED IN DEPRESSED V THRESHOLD-SLOPE V TILE FLOORING OVER FULL _L._ _./_ --------SlABAREA7 ~· ,z . .,.,..,., , -, . . . . .. . • •· • • •• ,l ~ • .. _. ,. .. .. . . ~'. .. /.:;.t_" / --..... _ ,.--· ' . , _......,.-----........ , ■ ... ·. ):,[ . . ·--. ... .,. ~-" ~ !Ii --"-... "' THRESHOLD . • ' •• .. . ' .. ,4 • • . • ·-.• : • ,II .... : .. .. . .. . . -... .... •' . ~· ·. 3"=1'-0" 24 . "' "' z _, -::, Za w "' 11. :c ~g 0 0: ow 0 11. ,,..,. '1ERIF' ~ ;~~ROOANO II '\'---H.M. FRAME '---DOOR PER SCHEDULE HEAD/ JAMB SIM. a•=f'-O" 19 • . .. . • . '-._: . i------1--1-1-~---H.M. FRAME BEYOND • . . . . ,,. .. .. 1--1------C.L OF DOOR ,__~--DOOR PER SCHEDULE ,,---FINISH FLOOR. SEE FINISH I/ SCHEDULE t,, v, < -_,. • , ---~•THICK MARSLE THRESHOLD-SLOPE TILE FLOORING OVER FULL MORTAR BED IN DEPRESSED .stABAREA7 , /, . ... · =-·• THRESHOLD 3"=1'-0" 20 SLIDING DOOR -JAMBS 3"=1·-0· 14 ,,,..--GLAZING F'ERSCHEDULE ·-------- '-TRACKBElOW '----SLIDING DOOR "---SCREEN SLIDING DOOR -INTERLOCK 15 ----~- F'kE,CSll'MIIBER:; >ttll!MH6 ---SLIDING DOORS ~'---TRACK BELOW "---GV.ZING F'ER6CHEDUlE SLIDING DOOR -ASTRAGAL 3"=1'-0" 16 -------------------------------------------------------------------- DRAWING NUMBER ---------------- ORAWTNG NUMBER SAFCO PRODUCTS • NEVIi' HOPE, MINNEEOTA AEOfOER f!N AIIIA'f NUMBEl'I, 8563, ORAWTNG NUMBER . OWG 440-6 36of95 BAFCO PROOUCTS • NBN 1-!0?E. MINNESOTA REOACER f!/f P11Ri M:,IMl:!IEA 81563 SA.Fm PAOOUCTS • NEW HOPE. MINNESOTA REOACER IPII-IW:rf NlMBER 6553 IMl•.a ;•---·-----~·----------•••--~--------•·•-----------_----·~·-.---=---·~-W .. ••-.. --W~W-•••-.. 111 .. 11~·•-•·-·------------_,._.... _____ -~-----------,:...--~---E--•.~-.~MM<M .. ~LM->~OWMi,~IH-IN"!IM••n-•--~-=-""'---'-""''"-'====--==-----0---•--- • "' ~ ~ ::, Za w w 11. :c ~g 0 "' 0 "' a a. """'-" 1~- 1 I I !lveRIFY ~--H.M.FRAME '----DOOR PER SCHEDULE ~--CONT. l'IACKER ROOAND SEAIJ\NT HEAD/ JAMB SIM. 3"=1'-0" 9 / -- > > ' > ' ' ' ' ' ) ' ) ' --. - - ' ' ' ' • ' ' • ' 1 I ) l I <,~ z _, -:, Zo Ww 11. :c 0 " "' (I) 0 "' g~ VERIFY R------OOORPER SCHEDULE ,,..,. ,,,.. ,,---H.M. FRAME v~~--SHIM ~'!l;:::;;:;::::::::::::=lhfii!-_i---_1 ,---CONT. l'IACt<ER ROD AND j [ ·----~--/;, ii ':N i SEALANT :-;: _,,x,_ _ 1 1 CONT. MOLDING @JAMB ::::: • -Yi.a-: I I ...... -.-.-.-.-.-.. -... -.-.-.. .-.. -.-. .-: . .-: . .-.. '.{ _,,,..,,_.."'·· '"---,,, iit ~ I I ; , I ; I I ............... ·--· .. ..,. •... __ _-__ _-_-_ _-_-__ _-__ _---_--,_ -_-_-~-_--1 I • I I t }!I. I l \ _/ ,, I I .,1 rl:;. 1 ... :--~~Sft.LBELOW.WHE~E /\ fl : ~· '-1 ->1--llNE STONE VENEER, WHERE / \ fl I',' I I OCCURS · • ,_•:.• I ,• I I f i._. · cf I ' I I b:::::::::::::::±':z",· ~:::::::::::::--::::::::~1·n· ~-r1--wooo FRAMING. SEE ................... ........... :; ' -~::>-:~-=-Jii>:.f-__,.i_,_i __ :::R== ::::: . ----•"··--\ .JX : : MTL LATH AND BLDG. PAPER I (~'~::=::-~1l1:;: ; : PLYWOOD SHEATHING, TVP. :, _, .... __ , ifl[ 1 1 INSULATION, TVP. :•~ r ----.,..-.<' [= I\· I I •:-:-; ----· ·, ;,, . ,,._ ..... JAMB 3"=1'-o· 5 .; i. ... ~ ·, .,r.....-.-'"---~-~, __ ...., __ f'~1 _ _ +7"-4'"A.F.f~@H~ "' w z _, ~ ::, Zo "'w a. :c 0 " 0: "' 0 "' 0"' 0 11. ~I r ~; ii'--....,___ SHIM r---... ____ _ H.M.FRAME It--_.__ __ DOOR PER SCHEDULE ,.,.. VERIFY HEAD/ JAMB SIM. 6 , .. ... "' y ,. ,. • • . ' (!)~ ~5 11 I VERIFY I I > ' '> '> ' > ' ' ' ' ' ' i '> I ' ( I '> ,._ • • • • ' Za "' w ~o '1 I I 'f"llL!,• I a:: (I) f I 8 ffi 11-----i' 11------DOOR PER SCHEDULE O'l."11.'---i!==~ ~--~ r------H.M. FRAME l i. r,-,, •• ,, .. SHIM --·--,. ----·--·-••"-.,, ,-:-r I "',,... ,/ " ::-: ..,, '-' ,,,.,---:! :;;: ;,,-',/ ",:-: __.,,..--PLVWCODSHEATHING, /./ ',,,_ 'i (I / WHEREOCCURS ~-·~-----q•• ~---:•-·=···~---.:-.-.-.:·--.-.:-.-.-.:------t-.-.-.fil·:·:L;;::_~ _ _;-::-.::.,~'1 ~. ~ = = ----- I :-:-: j ,. ~ I•:-:- 1.-I.--· __ J I GYPSUM BOARD, TYPICAL \,/ .. '.,/ .. '\,./ '--··· ,,/ '-. i \ ' ~ :.:.:I=-:--::_--.-:-:-.= -"'. '' ,i\, i\. ,\ i\ \ I \ I 11 I : ~:: X WOOD FRAMIN~ SEE ; • f '• \.' . . -I . \ .• \. ·'/ I ' \ " •,_/ ,, :.-. • ' -- • • • • 2" II" 2" EO. EO. - • I . EO. I /' '-......l SCHEDULED DOOR "---'-1111" THICK ALUMINUM DIAMOND TREAD P!ATE- BRIGHT NATURAL FINISH. POLISH EDGES TO MATCH FACE,. 2" T 1"LONG STAINLESS STEEL COUNTERSINK SCREWS, TYP. t :- i< w ~---1-1---------------1+ VERFYDIMENSIONWITH > ~ 0 e e III DOORMANUFACTURER ;... I ~1· VARIES •·/ II C ,. RADtlJS TYPICAL . . . KICK/ PUSH PLATES 1·=1·-0· 12 · · \ V v : : ... •. 1 \ f : STRUCTURAL DRAWINGS \ \i\:\i•t\ i\1.i-. ,/;;, \ .' \, \ / \ i \ I \ f \ fi ::::: I ; , ,t \ i . . ', ' ( i ' . ' ' V \/ l,1 Y .. ·' \ / \.J.: :.::~ 'f ¥.· INSULATION, TYPICAL I,',. ,. \.,' , Ii'· I J'--. /\._ /_i · \1('.::::: .,-"..,_ /\_ l .. :,.:.:~.:=~-::_:_:_ '.:'.-:'~'..:~:::::'.:~~'7f-:, .. -.. : ... ::.~.:::~.: .. :.:.::.~:.::.:~.::,'.::::~::.:.::.:.:::.: .. '..: ..... ::::::~· = = -: = = ·-,r ·--:it.----------·~·-... I :f 11 =-\====== ti 1r----:-:::::::----:_::-:::'-"1 11 It ti 111 _::,,,..::::_ I 11 I\ II __ .... --·~ .. I 11 I, ,,.------::::-~--c;.-, I, ,I II II __ -·· .. --,J II II 11 n,,.--=....... :I U tt----'---WOODSTUOWAlt,WHERE ) 1 l\lli ·-~-_,,-·!1111 OCCURS lfll\ .. -----.11111 II II',-,:::-'\I 1111 '----,,..,,-.<--=-~--~Hr-,,-.-----THIN SET CERAMIC TILE ~~: .. ···----..-~· I ii i1 VVHERE OCCURS, SEE FtNtSH II 111 ___ .... -·-· '',I II II 11 II ; ,_,, :_ .• J II II SCHEDULE 11111 ----••.. ..,'11111 lllh ____ ..:...,...,-\IKtl 1111, --·· ~11111 7 '-:,,:,:~, / Y://' /,//~/////•/~> / _,// ///~__, // ~t~ / :?; ~~~~ /;~ /~0 LINE OF C.M.U. WALL, Wf!ER OCCURS , f / r / /-++4c.,...----c.M.u. /% / // W!REC.M.U.ANCt-lOR I/ /~•: ✓;,i¾. 'v/.%, SHIM // ,/ /, /' V/ / . i,,·j, //.-1 ,/ /I _;( / ~· / --w /, ·/ / //I// /, .I' / / / /~ /. // •1'-4" AF.F.@HEAD I ·~ ---- U..->11---_-_..,-------------r=i== ______ }~A"---CONT. BACKER RCDAND r ::te I" r--7 SEALANT. TYP. I I ,. ' . t I I '---tlNEOF GYPSUMBOI\RO "' "' z _, -::, Za w "' ~ :c "' g 8 ffi a a. l l OVER FURRING CHANNELS : WHERE OCCURS ' I I I I I I I I I I I I I I I I I ' I t!IJ4.· 11 I 11vERIFY '---H.M. FRAME ,_ _____ DOOR PER SCHEDULE , ..... HEAD / JAMB SIM. 3"=1'-0" 8 "' w z _, -::, zo ~ "' oi:i "' (I) 0 "' 8~ . .;:J• _;,' ,_""'-::-:_-_·_· ---4'!i"~".i,il: ~<-q,· --'--.I.'. --G'YPSUMBOIIIRD :':: ···---.. ·-''I· I I •\:• f ·----._ / '· i 11 ·•.• I I \ \ --.>-< . . . Mlll.Al10N { r"':: ____ --:::::.a-!~1 11,: l.-~·~1--i'-.!.i--Pl vwoc,o SHEATH1NG \ ----\IY, I I I :\:: ,__.-----· · .~,,-_,___. __ EXTERJOR F'LASTER OVER !!11 I I I.ITI , A' 00 ~--R j!r, 1 I ,.,,._'-"THANOBL .rnri;;; ··•· .. ~--------.t·'·"' I .•. I I :j::1" ;/"[ /' lc!I: \_.-J,__...,-.-FRAMING, SEE STRUCTURAL / i4 , 1 : DRAWINGS :;::: / -\ I '· I i ·_-_-i,.,_____ --->-r:_11 f y.--..-1--llNEOFSTONEVENEER \ ··-7·.:.,,----Jll,.. 1 : WHEREOCCURS -~~1-c.:::.:::; ____ ··::.·.::..-.... i • l_.,,.~•--coNT. MOlDtNG@JAMB: ::::: -·-;--,{ --------V ~ 1/i ' !'~ '\ . • . . \ OCCURS i\ ~--DRIPMCLD@HEAD I \ CONT. l'IACKER ROD ANO •:•:· ..... II\ \ SEALANT, TVP. II \~--H.M. FRAME '----SHIM ,,._ ____ DOOR PER SCHEDULE ,.,.. VERIFY HEAD/ JAMB SIM. 3"=1'-0" 1 ~ lU -_, z :, "'o 11. w 0 :c 3:: " 0 (I) 0 "' z"' ~ 11. I I I I I I I I l I I 11------~--++-----LOUVER BLINDS, WHERE I I I I I I OCCURS 11--11-----GLAZING PER SCHEDULE .,r__.µ.l __ f,1-, ___ --ll~ft:r:jt----GLASSSTOP,TVPICAL ~ L_I I!:' I I _ _,.---H.M. FRAME - *'.,r.....-.r-.-L----F=i/..,...--DOORPERSCHEDULE "' w z _, -:, zo Ww ~5 "' (I) §~ VERIFY 1¾" HEAD/ JAMB SIM. 3"=1'-0" 2 JAMB r--7 I • I I I I I I I I I C, "' I z -' I -::, I I I I I I I I I In -+----STONE VENEER. OVER METAL ' \'-I=---".::tJ !ATH AND BUILDING PAPER, WHERE OCCURS --., __ ROLL FORMED DOOR GlflOE ANO STL WALL ANCHOR BRACKET FOR C.M.U. ATTATCHMENT 3"=11-0· 3 2X WOOD FLIRRING Sf!IM __ •_r_-4"_~.F.@HEAD + '---CONT. • J" MOLD '---CONT. l'IACKER ROO ANO SEALANT, TYPICAL '---H.M.FRAME ~---------DOOR PERSCHED\JLE Architects RANCHO CUCAMONGA -FOLSOM. EMERrYIU,E SOUTHERN CALIFORNIA Vi,Wnio Dore Tower 10470 Foolhi/1 Boulevard Rancho Cuc:omongo Co/;fomio 91730-3754 tel: 909-9B7-0909 fax: 909-9B0-99BO (0 • 0 z "'C ..... ro C C 0 Cl) 0:: 0 E Cl) ...... ·-,._ LL<( +J ro ro a. El o +J Cl) Cf) 0 C -ro -c Q) Cl) Cl) ro ,._ o-£ ·-!I.... LL ·-.c .:: LL "'C <.> ro ro co "'C .0 ro (/) 0:: ro -,._ ro T""" _Q 0 C,) (/) N I'---!I.... co (_) ........ . . . ....... . CONSULTANT &. 03121/07 KC ADDENDUM No. 2 CONFORMED NO DATE BY DESCRIPTION REVISIONS DATE: 06/30/2009 SCALE: AS NOTED PROJECT NUMBER: 04142.00 HAS BUIL TH , ~.f~n»e.-Z-Z~--d} P.E. Z~t2C ;Xf'. 3-31:/t> DATE REV!ElolED BY, INSPECTOR SHEET DESIGNATION: DATE A-5.2 (ii iii g;~ 0: (I) 8 ffi I I ' I I I I I r5HEIT73E6ET I CITY OF CARLSBAD LJU. ENGINEERING DEPARTMENT 11 SH~~TS I a a. CARLSBAD FIRE STATION-No. 8 ,..... ,,,.. DOOR DETAILS IVERIF1 - HEAD f JAMB SIM. 3"=1'-0" 4 ----------- -·--, ---·-----··--·-·---·--------------·· -----------· -----··------· ----·-------------------------. --·-------·---·--------~ ------------··------·· -----·--------·-----------.--·-·----·-----·.-.·------· DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER SAFCO PRODUCTS .. NEW HOPE. MINNESOTA 3AFCO PRODUCTS • N2,N HOPE. MINNESOTA SAFCO PROOllCTS • NEW HOPE, MINNESOTA SAFCO PRODUCTS • NEW NOPE, MINNttlJTA SAFO) PRODUCTS • t-E>/.J HOPE. MINNESOTA ~ B'H'IIFIT NIJMBEA8563-FEOAOER BVFWl'l" NUMB1:A 8563 AeORDER S"I l!¥IFl'I' NLIM:Bl.85153. RE0RCER l!W FWfr Nt..NEIBI 8553 DRAWING NUMBER DWG 440--6 37of9S SAFCO PAOOUCTS • NEW 1-lCPE. MIP\INESOTA RECN=los:I fN PART NUM9EFI 6553 --~-------.------------~=-':""-~:a~~==-c===---===-== ·==-==a---,==-=a=....--==,-.,_...:_,,_.,._., __ ,_,._,_,;, • .,, .... ruLM.,-------~--------=-==-=------------..... .,.n,o~=~=-~----~---·•--·~=~ ~----------~•-H1 .. •11•o•H•••1r•--•~Hi'SlMII0,1t .. ,o-----~·--~-,__~--------~--c------•----··••=••··"'IZ----~----•~-----·-·~-c~--·---·--· -~ ., ........ _____ z_·-· .. ---'--··--~--~·-----.:.-,--- ' ' _,, ' -~---···~-·--····~·--· ·---····--·· -·-----·-·-·-· ....... ,. ..... -- 21 22 23 24 HEAD/ SILL 3"=1'-0" 17 "NOTE: +8'-8" A.F.F.@ 1STFLOOR& +r-4• A.F.F.@ 2NDFLOOR ii:-'~"--;,:-,.,.--_ •. _ ... ----·if', ;c,i' if-il'.-----GYPSUM BOARD l!11tf ____ --_·-co--"-/,lti...-·1------PLYWOOD SHEATHING, :;:;:j : . I WHERE OCCURS l/1 ~ : ;:.·,------EXrERIOR PLASTER OVER l1r f I < M'TI.. LATH ANO BLDG. PAPER f,.-.,.,.,.,.,1, ->.:;---f'f.' ft----=~~SSEE STRUCTURAL ~-.~-11 • \ ).>- .. .. Ji I ·. +-'-~+-f"t~~.rc~l"l _'-. ·"'"'·-"',~·" .. -'"-"'-.,~-_,,,,nF..,1;·f'!· ,-·c1·· ~--•7'-4:.oR +8'...e-A.F.F..:... ® .!:!.~ ;.,:i:==pr~:,;.;:,7f""'-""''--!l ~~--DRIP FLASHING@ HEAD, ' L I WHERE OCCURS I HARDWOOD ;::: l ~tM .... '~"" I I I ' 0 I I I I l H.j\F<OWOOO : SILL AND I TRtM I I I I L I. J _ ,,..,.,,,7",....,,,,.....,,.,.,..,. # -... '~,:.>::>·;." ·;>··:>·>;: :->··;: ; .. '---SEALANT '----SUBFRAME SET IN CONT. SEALANT, TVP. ~--ATTACH PER MANUFACTURER'S RECOMMENDATION '---GLAZING PER SCHEDULE HEAD / SILL SIM. 3"=1'-0" 18 19 20 "NOTE: +8'-8'" AF.F,@ fflTFlOOR& +7'~ A.F.F.@ ·.-.· liiu,:./-----PLYWOODSHEATHING, o' ii I · WHERE OCCURS ---------------------2NDFlOOR H fi-: ] t~''..t-----EJ<TERIORPLASTEROVER ::::: .-,. f---LINE OF WALL WHERE OCCURS .. ,.. JAMB 3"=1'-o· 13 ~ w --' z ::, Ii:@ 0 :r: ~g a o: zw ~ "- VERIFY I I I 11"!8• I '!!," I I I I I I I I I I I I ' I I I ' ;\lie~-'- <1 L----H-it----~BLINDS, WMERE I I I I I I __,,.---GLAZING PER SCHEDULE ,---....-_,,,.--FINISH FlOOR, SEE FINISH / SCHEDULE II V ,,---SHIM ! / I / 0~-GLASSSTOP ./ I/ /,,---H.M. FRAME -~ ' , / I //,,---CONT. BACKER ROD AND .. / -· L ---SEALANT, TYP. <1 " A .. ' '-~-FINISM FLOOR, SEE FINISH SCMEDULE <1 SILL 3"=1'-0" 14 I I L VERIFY 11--1+-----GLAZING PER SCHEDULE f------H.M. FRAME BEYOND '%." ,,---FIN. FlR -SEE FlNISH / SCHEDULE ,,---LOUVER BLINDS. WHERE V / OCCURS ~--SMIM V /;~-GLASSSTOP ~--M.M. FRAME I/ ~--SEALANT / ~--CONT.GALV.SMEETMETALT FLASHING. PAtNT FINISM 'l !\\ M'TI., LATH ANO BLOG. PAPER -',----f'il'f'r-----FRAMING. SEE STRUCTURAL ;, I ··. DRAWINGS - .? .. .J ·- ~-4:.0R ...a"...e-A.F.F.@ !!~ DRIP FlASMING@ HEAD, -EOCCURS '---SEAI.AIIIT '---SUBFRAME SEf IN CONT. SEALANT, TVP, ~--ATIACH-F'ER MANUFACTURER'S ' ~ RECOMMENDATION ! "---LOUVER BLINDS, WMERE "-!. OCCURS '---GLAZING PER SCHEDULE '---ALUM. FIXED WINDOW ~--MTL SILL FLASHING ............ """' HEAD / SILL SIM. 3-=1'-0" 9 ~w z -' w ::, "-Q 0 !I! 15 g a o: zw -"-$ ...... • ' 7 \ I I I I I I I L-H.i\RDWOOD I T~IM II 111.E OF HARDWOOD I Sfl.LBELOW I I I I : I I ! I I I : I I I : '---ALUM. FIXED WINDOW ~--CONT. BACKER ROD AND SEALANT '---16GA SMEET METAL CUP ,------GLAZING PER SCHEDULE : : !! I lc-----t-+Hl+------LOUVER BLINDS, WMERE I t OCCURS JAMB 3"=1'-0" 10 ---GYPSUM BDARD .,,--SHIMAS REQ'O ,,,--2XWOOD FRAMINI~ A.F.F. @ HEAD 1 I !,/ r-i-1 l LIGI--ITWIEGHT CONCRETE, c, ~ -I TILE FlOORING OVER SLOPE FLOORFINISHTO ~ ~ ~~-:-=-=-:-~m-~r~.·~-=···=·====~~=d==~ORA;~IN~===~===d~~ ---------,-... ' ' > CJ t-,-.-... -.. -. -_-. -.:~-,·.-,-.... -_.-.. -.. •. -.. :-::··-,/•'"' _/"'.''"·-✓"· ·-,,,,·-.--.-.-.---~ .. : .... ~,_.lf:.ll '' 4 • :d ' : -~ ' . 1 -. • ~-~ I i / -::---;::-.-......::::: __ :: ':; : '.. ' . . : . .. . - ··::.~:;;.~-:-::.·::~·. -4 "' .. -· ··-.. , ... / .. ...-\ .. / .. /. ··-----. __ ,,,_· ... / ... / ... :,,_;,·· ....... ··-:..:.;L·~-:;~:. . \. / : \ / \j A '---FLOOR UNOERLAYMENTOVER PLYWOOD SHEATHING. RETURN UP TO WALL ~--EJCPASION STRIP & SEAL.ANT ....... I VERIFY1! :1 IPJISION DA"=: ~m =--FIU:tOSI NUMBER: X!llllMl91 THRESHOLD 15 r ~ ~w --' z ::, We, "-w 0:,: 'i I I 1, I r_l 'Mt.'" I II I VERIFY LOUVER BLINDS LOCATION WHERE OCCURS 11--H-----GLAZING PER SCHEDULE ,, ;,: CJ 0 "' Q It'. zW I ''f-----il 11-,-ri'~ .,..__L J ' __,----GLASSSTOP _,,,.--M.M.FRAME I / ::: ... ,,.,.- J If ,..,. -·-/ f .Ill. f-'--..-----=:CKERRODAND .:.'.:. .. ' ... , _,,,.,. ; ' .. ~ / [; ', / '' '--CONT.MOLOING@JAMB i a_~ SHIM. /_..,.x .. ' ... ' J~ : : ....... _. ... ,.., .............. _.,._. .. _,.-:.-.-:.-:t .,,../ ",...... if-I . ; ' ; I ·-"-"': .. l i [ I • · \ i (f, I . \ i ',t '., ! , \i .;t<_-v :f: ;. ,~ 1~t. '/ \, 11· I • ~f I ·., / \ ls 1 -. \ r' b===,,b=J<,;:,... ___ _:~ft·t]t-----WOODFRAMING, SEE ..................... .-.......................... .-.-.. .-.... .-.... .-,.. ·-··--..~ · . i[ :<·_ STRUCTURN. DRAWINGS ·:. _, . .---··~·-! : l • ."/ -~ --'i' ... ' ,·, I ·.1------EJ<TERIOR Pl.ASTER OVER 'i i -----·.,_. W I , MTL LATH AND BLOG, PAPER .. '-, _.---)L)..i I\• j ,:·--~---..}li\111' ci''----PLVWOODSH!!ATll!NG. TYi". I ~-:-::~:) .~ ; / INSlli\TKJN, TYP, ~;: ,:;....:::::_:_ ,i (i 1 ·:. GYPSUM BOARD-~ TYPICAl -,. ( --..___ _./ r !· I • I ;>-<:::-.:::-:-~) !1 i _,; ----····-··~' .... ,, ,_ __ ...,.....,...,.. JAMB 3"=1'-o· 16 HEAD / JAMB SIM. 3•=1 1-0" 11 ~ .. --' z::, w a ~~ ?O 0 "' a o: z "' ~ "- ....... ~ ~ "'r"""'"'7"',, ·+-+--, I I I I I I I I I I I I I I I I +r-4• A.F.F.@ ~ . -. -. ·-· --.... -~· ' ' ..... ...._ __ _ GLASSS'TOP :-...._ '-..__ SHIM ......._____"---H.M. FRAME -I I GLAZING PER SCHEDULE: : t, ----H-ij..----LOUVERBLINDSLOCATION I I I I · WHERE OCCURS l I I I t 1'Ws--i! .... I I I !1 VERIFY I 11 I I ' ' ........... - HEAD/ JAMB SIM. 311=1·-o· 12 :t: .. ,. METAL FLASHING .,........., ..... HEAD/ SILL 3-=1·-0· 5 '< -_ -:.... ~ CONT.MOLDING@JAMB ' ~ \ "---CONT. BACKER "00 ANO I SEALANT I ~ SHIM AS REQUIRED "l\ROWOOD f--~-~,::OF !\ !,~ :~!~;,.~ HARDWOOD SLL BELOW '---ALUM. CASEMENT WINDOW I I '---CONT. BACKER ROD AND I SEALANT '---16 GA. SHEET METAL CLIP i-------GLAZPNG PER SCHEDULE I I I I :c-----1+--H-IHll-iii, f-----~= BLINDS, WHERE REVISION OA'?E: IM,'Dt/2004 JAMB 3"=1'-0" 6 '•. I/ /_,. ,,/'~// ///,,-_,/ L., ,,---SEALANT ~--METALSII.L FLASHING ~ 1/ ·: //.// ,/,, .. //// / _,. ,,-1._ / ,/ ,,, /, _,./ ,/ L ., /,,-,/ /,r/, .. // // // / /,/ r:_· --t--STONEVENEEROVERMETAL / ,,, /_,. / / / / / , / I,· LATH AND BUILDING PAPER I/'½/ ./ / ,, .,/ .,/ ,///,, ,/ I •• , " _./ ,,./,/,.-r"//1/' ,.,-L:. " _,.. /,/'/,,/ I , / / /✓ .• /',/ // I•: FllBCSI NUMBER: XD09-0SI' REYISl0N DI\TE, D2l2!l:!IIIM HEAD/ JAMB/ SILL SIM. 7 ~ .. --' z ::, Wa &~ ;!: CJ Q "' a o: zW ~ 0. ;>/,0 . ,;;;:, / CMU WALL 01/// %/,//I-.... ~ ------EJ<TERIORPlASTEROVER / ' / .,/. / / .;. MTI.. LATH AND BLOG. PAPER / v>:i;, ... -,, 1 }: ., //i/"/_.ilx;J------✓--_ -_ ----WIREC.M.U.ANCMOR -'f"/ / ,,--,_.,..::_ . '/½ ///t"" ·· CONT.MOLOING@JAMB / ' ,µ/ / / ,y .. ///', / v· / _, , ,_ /./ ///1/ ,/1//r~,,----OR!PMOlD@MEAO / /~/;/j'/1/; /./ =: ........ --"""::---_ _ +r-4"A.F.F,@MEAO+ ~ (~"-,_ \ 1 ___ --......._ '""-.--.. ~---CONT, BACKER ROOANO ~1====~C __ 71 -1 ''-..__ SEALANT I : ~" "---H.M. FRAME i i I ' ~~· '---SHIM I I "---GLASSS'TOP I I : : '---CONT. BACKER ROD AND I I SEALANT I I : : GLAZlNG PER SCHEDULE I I 1 tl----11-ll--+f------LOUVER BLINDS, WMERE · I jl OCCURS I I I I I I I I I .. I. I I I"-,• !1 HEAD / JAMB SIM. 3"=1'-0" 8 ~ .. --' z ::, Wa "-w 0 :r: ;!: CJ 0 "' Q 0: z w ~ "- GVl'SUM BOARD EJ<TERtOR PLASTER OVER MTL LATI-t ANO BLOG. PAPER FRAMING, SEE STRUCTURAL DRAWINGS : : VE~IFY t-------.. __ _ ,/1--~'---~---tlil--liol" LOUVER BLINDS, 'WHERE Ii : I OCCURS HEAD/ JAMB SIM. 3"=1'-0" 1 ~ .. --' z ::, Wa a. w 0 :r: ;!: <.> 0 "' Q It'. zW ~ "- " "' z -' -::, Za !J:W 05 It'. "' R o: ~~ ....... ,, ~----tt-+1-----LOUVER BLINDS, WMERE I I I OCCURS t!--++-----GLAZING PER SCHEDULE +--+'--!f------llj t~:r:1r----GLASSSTOP ~~ -1'-L=~~., o, ' I 1------M.M. FRAME ~ 1 ____ -lf==j _,,--DOOR PER SCMEDULE "'+---£1--i~ V / !/ VERIFY JOB NUMl'lef: M142 JAMB/ SILL SIM. 3"=1 1-0" 2 . ' ~ .. z -' w ::, 0. Q 0 !l! ;!: g 0 a: ow ;; "-;!: 11 I 11 I VERIFY I I 1! 1%• I I I I ' ' I I I I ~----ff-+t-----LOUVERBLINDS, WMl'RE : OCCURS I 1 11--H-----GLAZING PER SCHEDULE I I ,----tr--+-----!HI---H-----FINtSM FLOOR, SEE FINISM I I SCHEDULE I I : : ,,--GLASS STOP . .,.__-tt-: __ ;,...,. ____ .. h-' V,,----SHIM ,., .__ .. ~=~-.. ./ V M.M. FRAME _/ .,,---CONT.BACKERRODAND F'".:.1c::li-4::-:-~rr-ru=:;-;:-::···====:::::i4ljll::::::'.:=_ __ -sEALANT, TYP. -~ A:::. g ' <I -. <I " ... , ... " :·•:'i,------EJCPANSION STRIP .... , :•:;-:--'---CONCRETE SIDE WALK OR • <1 • MOW STRIP SILL 3"=1'-0" 3 I 11 I I I I I I I I I I I I I I I I I lt-----lHO--++-----LCJIJVER Bl!NOS. WMERE I 11 OCCURS I I I I GLAZING PER SCHEDULE +----t'-I __ I -GLASS STOP # L _II ~ r 71 ~----h-i--,~----ll t I LJ.... ,,--LOWER BLINDS, WHERE V OCCURS / Architects /IANCHO CUCAMONGA -FOLSOM-EMERYY/LLE SOU'l'HER.i.~ CALIFORNIA Virg;,.,;a Dore Tower 104 70 Foo/hill Boulevord Roncho Cucamonga Col;Fomio 91730-3754 1el: 909-987-0909 fox: 909-980-9980 co • 0 z C 0 ·-LL -0 ro ..0 Cl) -!,,... co () +-' C Q) E t ro Q. Q) 0 ~ ·-LL "'O ro ..0 r./) ,:: ro (.) "'O ro 0 a::: Cl) LL<( $0 C -ro -o Cl) ro 0-g ..c ,:: o ro ai (.) a::: ........ ........ CONSULTANT 6 6 6 6 6 6 NO DATE BY DESCRIPTION REVISIONS '. DA TE: 06/30/2009 SCALE: AS NOTED PROJECTNUMBER: 04142.00 HAS BUIL T0 . -,,,--:)/ t:-7r/P '/ ., P.E, z.e, .IA:ExP. :3::~Vt" DATE REV J(',1(0 BY• INSPECT□R SHEET DESIGNATION: DATE A-5.3 I I I I I I I I I I I ~3E7ET. I CITY OF CARLSBAD ~. ENGtNEERtNC DEPARTMENT 11 SH~~TS I I I I I I 1 .. ,. !1 I 1' :I VERIFY MULLJON .. .. 3"=1'-0" CARLSBAD FIRE STATIO~ No. 6 WINDOW DETAILS - 4 OWN BY: KC CHKO BY~-~K~N~-RVNO BY: k'N L i . oj.=--- ' i I ' -,--~-·-·, -.-"· .··-.. ·· DRAWING NUMBER DRAWING MJMBER DRAWING NUMBER SAFCO PRODUCTS • . NBN HOPE. MINNESOTA SAFC.O PRODUCTS • NEW t-0PE.. MINNESOTA ' --------.--------------------···-. ----- DRAWING NUMBER SAFCD PRODUCTS • f'E/v !-,OPE. MINNESOTA REORCEA El¥ l"IIIIRf NUMEER 8663 ··-··· ---. ------···-···· .,, ... ,,. - DRAWING NUMBER SAfCO PRODUCTS • NEW HOPE. Mll\iNESOTA AECFICIER fN fllliRT NUM8EA 6653 ----------------- -----------··--------·-----·---···-·---·-- DRAWING NUMBER DWG 440-6 38of9S 5AFCO PAODUCTS • NEW HOPE. MNNESOTA AE~ F/fRU!l'f t;JUMEIEA 8553 ----··-·-· 1 -._-·---'-·:_s ... --=--· ·--.. ___ . ···-··------···----· !:.AFCO PAOOUCTS _•_,,NEW HOPE,. MINNESOTA -FEIJROER B'l"F'll!m' NUMBER 8!'!5."t -.... ·--• ·· --_ , ..•..•.. c ~.--·-·····-..•• •-• .FEfJRDEA.l!l'l'.-MJf~6563 .. _ .. , ..................... ·•-. C •• •C,·.'· ... c .• ' •. n'.,,c:;;·.~-·•-'-'--,-~O--:...:...._-._,; •. , ,.· •·•,--,,•. ·-. . ... AECJl!CERB¥"~NlJMBER8563 - -···-~·--..... --~---·.~·-___;,_;,:;;;,_-=·· ~-.· .. "~ ·----·----............. ..-...,c.· ,~~ .. ,co· .• ~···..:.100~1:•a~-;...;.~..,,,;,!M....,;hfi .. lil;,;.:.:I!•••· ~-·-=-=··==--·---.. ---------Wi&WWW■ iWl.#Wta----··----·-·-·-·~ ·~ ~ , ... -. ...,.-~~----~--·- 1 · ' -, i ' i i ' ' l --·--:• IMIKllfiftP"'M'"lil'l'IIIIM!! · ·-- 12'-4" 4'-3" II II r1 II II 1uu1· ~ · IU : -e:,nn1: 0 . 1n1. .. ---I 1022 111111 1111· II II II 111 111 II II : 1000 ~ II II II 111111 II II· ~ II II II 11 I 111 II II : T ,.. II II II 111 I 11 II II. ,.. .. ' II II II 111 111 II II : 1n II 11 11 11 I-II • 0 II II II 111 111 II II : -' .. tl-i' I 11 . '1 11 II °' -C:IUUI · -------- ------- II II It U II • 1'-6'' 1'-6" 1 2 ROOM 107 114"=1'-0" 14 1 2 G:) 4 12'-4" 6'-0~ 18'-4" I er 11'-6" S'-0'' r-r 4'-9" 2'-2" E I ' I ___ LJ;:..=: '==::::;:rE=~~:;:::;:~r~~;:::;;;;;;;~-'-1, >-~-1---_/_ _ , _,, ~ I 't---' ...,%,;i-__ ___.,,_+---~ I 0@ @ ---.J )/ HI-----IH ~ \,__:, . • -,:, - T "' - -- - - I I I I I I I I ' - -,1 ,1 I I I I I I ,1, ,1, I ,1, I 1!1 I I I -. ---- - - - 1 I I ,.-( . , 'I --.... . 0900 }-, I I I I osoo r-"-t:, 1 --71-----<: 1105 } I I I I I I ..._ ~~ I I I I I £ I I '/ .__ , ) ,;, >-c - - - - - - - - - - --I I I I I I :, ----s. os12 " --I I I I I I ~ I I I "/ I' ~ -----+--+ ·•1, II :, , ' I I .,,_,~~J; 11 \ / I z___' ~ I I 1133 }--I I --J..,1--1,<;,J--I I I I I \_ I ,"'-., ~ -- I I , I I ~ _v_-' ./ ~I'.,:: ' ' ' r.:===:::'. r,, '--{ 1511 ) I' >---~ ___ .,.. > & ) (1052~ I DELETE A .A • • -,:, - ! : ) __ 4;: __ J ,, ~ r-t=t:-ii-----t~~-,r--<:1037 ) -,,___..,.. " , , T 12'-4" ti I · ~. ~ I · [ I t--t====l---1 ' ( 1012 )"--' =----"" ....-r '/ -~--<-( 1000) SlOPE I I / / 1··'' ✓ Ii ....---~ ~ r-r-------... A " : ,..,,,.-/" c:.. ~ . -I-:,,,"""__,,,,,-:... --!-r.'4-------'1.- 11 ---(1034' 1~ :,, ~ : : \. / ' ~/::::·:::: 'c_:,:q::::::,,.;; .. ;:; .. :--t~, ~':::: if====-t~/f===--=--=~-L-+ stOPE I I Fl= = = =-\ = = = :tr=)====::i1 ::~ "- 1.:A-aa/'JY!'. ~ • 'l' % "' ~ -- 1/, I i;, I - 5".()" S'-(J" r-r 6'-0" ROOMS 201, 202, 203, 204, AND 205 114"=1'-0" 16 3 8'-9" 0900 0517 1106 E --------------- I I el I I r- I I • I 'I' "' I I I I I I I I I 1137 ;., ' ., I . 1108 2 1000 • ~ 1037 ~ ~ in 1108 H 8'-7" 3 18'-4" 1'-(J" I J.---- ...../: -f----------' I \ I I 0 I I \ / '---/ 4 8'-7" ----- _r ---I I I I I 1525 ~l- -~----z-,~~========±=~~--: --- '-~ I I o: I I I I • _, : r I I I I I I I I I I I I I I I 1101 ~ c.--< 1100 ~ d ,., w ~ ., 5i ;., ' d ,., w "' ' .. -~ ~ "' Ml.2 lb ' .. 1030 9 ., N ROOMS 103,112,113,114,115, 116,117,118, AND 119 114"=1'-0" 6 A-4,1 8 ..... ·-·----·----· -· ·----·•'-. --•·· ' .. -·· .... ____ . ._ 1. All WOOD FRAME F"A.Ri ii fONS wrTHIN AND ENCLOSrNG ROOMS l'b. 'f03, ffl7', 114, 115, 116, 117, AND 119 ARE TO BE FRAMED ON A RAISED CONCRETE CURB -f!!" ABOVE. FINISH FLOOR. CURB WIDTHS VARY. YERtFV ALL CURB WrDTHS. REDUCE CURB HEtGHT AS REQUIRED AT LAROE TOWE\.. DISPENSER I WASTE. RECEPTACLEIN ORDER TO MAfNTAIN ACCESSIBLE MOUNTING HEIGHTS 2. RECESSSLAB2" IN ROOM o.10 ORECEIVEFULLMORTARBED 2 3. REDUCEHE BT04"ATSHOWERENTRANCE !N ROOMS o. 107, 114, AND 116 2 4. FOR FixruRE MOUllmNG HBGHT SCHEDULE, SEE DETAtL8/A-8.2. .. ---"· 5. SEE INTERfOR ELEVATIONS FOR ADDrTIONAL MOUNTING HEIGHTS AND DIMENSIONS NOT INDICATED 6. FORTYP~~t-<NANO SHOWERLA.YOUT,SEE DETAIL~ Architects RANCHO CUCAMONGA.· FOLSOM -EMERYY!LLE 7. FOR TYPfCAL INTERIOR STAIR SECTION, SEE DETAIL 12/M.2 ENLARGED PLAN NOTES 1 ( 0400) @ ( 0514) @ ( 0900) @ @ @ 1022 (1023) 1024 @ @ 1030 1032 1034 1037 1047 @ 1100 ® @ @ 1105 1106 1108 @ @ @ § @ @ LINE OF MASONRY ABOVE METAL SLIDE POLE, SEE 22/Ml.4 MITAL LADDER, SEE 7/A-B,4 HANDRAIL, SEE 13/Ml2 LINE OF GYPSUM BOARD SOFFIT ABOVE RECESSED SEAT COVER/TOILIT TISSUE DISPENSER RECESSED WASTE RECEPTACLE!rOWEL DISPENSER, LARGE SHOWER BENCH, SEE 10/Ml,3 ROBE HOOK 18 INCH LONG TOWEL BAR 24 INCH LONG TOWEL BAR RECESSED SOAP DISH lWOWALl, 36X54 INCHGRAB BAR, SEE 17/Ml2 MIRROR WITH STAINLESS STEEL FRAME CUSTODIANS UTILl1Y SHELF 2 METALSHEI.VING DINING TABLE, SEE DITAIL2/A-6.2 WASHER DRYER REFRIGERATOR RANGE DISHWASHER ICEMAKER ~ 2 FIRE EXTINGUISHER IN RECESSED CABINET, SEE 10 AND 11/Ml2 CEILING MOUNTED TELEVISION BRACKIT GASB.B.Q. UNDER COUNTER REFRIGERATOR WATER HEATER. SEE PLUMBING DRAWINGS FLOOR SINK, SEE PLUMBING DRAWINGS COMPRESSOR, SEE PLUMBING DRAWINGS SOUTHERN CALIFORNIA V-rrglnlo Dure Tower 10470 Foothill BoufeYOrd Rancho Cucomongo Collfomlo 91730-3754 rel: 909-987-0909 fc»<: 909-980-9980 co • 0 z "O ..... co C C 0 Q) 0::: 0 E (D ..... ·-,_ LL<( +-' co co 0. Jg(.) +-' (D en 0 C -co "O (]) (D Cl) co ,_ 0-g ·-"--LL ..c:: -·-Q ,_ LL "O C CO co co(.) "O .c en 0::: co -,_ ...... ..c co 0 (.) Cl) N I'--"--ro (.) ........ .......... CONSULTANT & 03121107 KC AOUtNDUM No. 2 6. 06/07 CONFORMED NO DATE BY DESCRIPTION REVISIONS DATE: 06/30/2009 SCALE: 1/4"=1'-0" PROJECT NUMBER: 04142.00 HAS BUILT' 2-zt;•/I) P.E, ,Z!}°'r.,.P, 3 • 3 /-/, DATE REV!E\o/ED BY, INSPECTOR SHEET DESIGNATION: DATE A-6.1 [s>Wsl ~ CARLSBAD FIRE STATION lllo. 6 REFERENCE NOTES 4 ENLARGED FLOOR PLANS DWN BY, _..oK>.C_ CHKD BY, _iK,,,Nt_ RVWD BY, N - ! .. ( -. l~ .. -I I : i I -; ' i [ -- DRAWING NUMBER DRAWING MJMBER DRAWING NUMBER DRAWING NUMBER DWG 44().6 ' I _-_---=-=-==-~-•---,-_-' ------------------------------------------------. ------__ . --. __ . -. -----. ------. -·:,. _------.--::.:: -,---: .... - -·-----. ---------------~--... ---_._::_ ----.. --------·.:: i.-=-c---.. --. _.:_-=--_ _.:_ ---::.·,_·. :----------.. ---=-:--:..._-. -=--. -----_ ----:: --=--~-.. ------~-----.. ::: . .::...-, -.c------. ----- . -.. --- -.. -.----. -----_c:..:;:_:_--:._--~=--· ------• -~,,c-_,_--~~-~cc''' l,SAffil~--,..:-:;P!DJUCT;,,;',;:• 39:::::,,;.~::;-_..;95:.NE;:.W~-><JPE,;,;;-..,--:;MNNESOt~;;.;,;.:A;F~~~~~~ SMCOPRJQUCTS • NEW HOPE. MINNESOTA REOAOER Pit fllllA'f N.JM8EFI 8553 SAFCO PRJOUCTS • NEW HOPE. MINNESOTA __ AEOROER RYF'IIAT MIJMBER 8553 SAFC.O PRODUCTS • NEIN HOPE, MINNESOTA REOAOER fN AlffF NUMBER 0553 ,, ____ _ -·....---.---- - __ _;;.. .. -. --. , ....... ,_.lllltM.-- - - ----OCtA..:lllllf...r•tMlN --- 21 OOMS ,---COLORED CONCRETE COLOR No. 1, TVP. ,---COLORED CONCRETE COLOR Nr'I. 2, TVP. ~--CONTROL JOINT. TYP. FfNISH FLOOR PLAN-ROOM 101 AND 102 EPOXY TicRRAZZO COLOR 2, TYP.--J EPOXY TERRAZZO COLOR 3, TYP.--✓ ; ----··"··•-·· +.,_., ---· ----.--·--····------·---·---·--· -·--··----·--·- JOI""""" - 1/4"=1'-0" 17 2 0 1/4" = 1'-0" 20 - E 3 6" 10'-10" 1'· ---------------..... ------ ----- I I I I I I I I I I 24 A-8.3 I I / / / / - - -..J_ -~--.L---"" \ 3EOUAL TREADS @11" 4EQUAL RISERS @7" SECOND FLOOR ROOM 125 -STAIR 2 I 3 A-4.2 8 I I 0-I ' -------lill_ --------> -f---- TYP.{ 0955 )----:::.. 4 4'.(}" 4 ----- L __ ---~ -w---·--r f / - I I I I I I I I r 1'.()" I I I I 6'-6" 11 EQUAL TREADS@ 11' 5'-01," 12 EQUAL RISERS@r -• I~ 3-• 8 ' A-42 ~ SECOND FLOOR EXTERIOR STAIR -- 0900 P. E? ;,. ' -~ -@ @ " u, ~ 0: w ~ 0: 0: >-d d w w ~ "' 9 ;,. 0512 4 I --u-;,,--' ;,. ~ ., ..... ~~ 18 --... A-4.3 - I ' 4 - SAFCO PAOOUCTS • NEW HOPE. MINNESOTA FeOFIDER FNF'Nfr NlMIEFI 8563. REtR:EA B't~ NUMBER 6553 ,.. ____ . -----~--~ -------- ELI&,_ ....... _~ SIT". ~----·· ---------------c; ···---·---------·------------~- ... L ., ·--·------"·---·----··-----~--~--·--·---· ---· ·--~------·----,._ -- r---- 1 I I I I I r- 1 I I 3 I - 3 l 4'.(}" 4 0400 -----,,, 'MI-----M ~-----------~r----~ ----/ ' I \ I I \ I ' I ' / -- s EO. TRElAos@ 11" 9EO.RI ERS@r 8 A-4.2 FIRST FLOOR 11 EQUAL TREADS@11" 12 EQUAL RISERS@ 7" 4'-0" 4 1/4" = 1'-0" I 4 0955 0512 E 6 ---'•• II 111 I J -;, ; ../ I~; I :1=t=t0 =-~.u-' I I I I I - I ' -~------~--------_, I = >-,-t ,1-)---:_ ___ L ______ II --·-········· ....... ····,1 - I ---,--.. -------- --t:::====l=======:J--i----1 '-.,, ~ '----' ,Tr3, -I '-.. \~ TVP. I -_j I & FIRST FLOOR - - 4 - 1/4" ~ 1'-0" 8 NOTE: STEEL PIPE TO BE 2' STANDARD PIPE. CONTINUOUSL V WELDED AT ALL CONNECTIOfl!S l-------1112"THICKGRANrrETABlE TOP ,<---4------STEEL PIPE TABLE STAND C A:PLAN SCALE: 1/2":1'-C" D B: SECTION SCALE: 112"=1'-0" .,,--1112" TT-IICK GRANITE TABLE TOP. POLISHED FINtSH ,-,fB \ I • _,... TYP. ------1" x 2' X J/'t6" S'TEEL CHANN WELDED TO STEEL PIPE ----.. __ STEEL PIPE TABLE STAND ----MITER AND WELD NINETY DEGREE INTERSECTIONS OF HORTIZONTAL AND VERTICAL PIPE =;;======;;;======;;;;:=>--1112" THICK GRANITE TABLE TOP. fJOLISHED FINISH '--1• x 2" x 3/18" STEEL CHANNEL waDED TO STEEL PIPE :;:,.I.J..-----'-L-----l.i::..._ '--STEEL PIPE TABLE STAND C: SECTION SCALE: 112"=1'-0" STEEL PIPE TABLE FRAME 0 "--MITER AND WELD NINETY DEGREE INTERSECTIONS OF HORTIZOITTALAND VERTI PIPE ~--1112"THICKGRANrTETABLE TOP ,-----1" x 2' x 3118" STEEL CHANNEL WELDED TO STEEL PIPE , ' EASE ALL EDGES, TYP, D: CHANNEL@ PIPE E: TABLE TOP EDGE SCALE: 3"=1'-0" JOB NlJMBER:: JOB DINING ROOM TABLE 112"= 1 • -o· 2 X_/: s=\=· ~ ,- ,,,,---STONE VENEER, TYP. .r--'Z'x:4"WOODFURRING, TYP. ,,,---EXTERIOR PLASTER OVER MTL LATH AND BLDG. PAPER ---~~ .... \l\/ ·-------· ·I ,. __..:..,,-<"-/ \ / \ ~:.:.:>"':~ .. --. ·--'~'~ . . .. '---FRAMING, SEE STRUCTURAi. DRAWINGS '----PL YWOOO SHEATl--ffNG -------SLOPE 114" PER FOOT AWAY FROM WALL@ HEAO CONDITION. SMOOTH FINISH, TYP. STONE VENEER DETAIL 1112·=1·-o· (l"IOO) @ ® @ (0955) LINE OF MASONRY ABOVE METAL SLIDE POLE, SEE 22/Ml,4 R".NDRAll. SEE 13/A-8.2 LINE OF GYPSUM BOARD SOFFIT ABOVE 'Z' WIDE CO/IJTRASTING COLOR WARNING STRIP 2 \ Architects RANCHO CUCAMONGA -FOLSOM -EMERYYILl.E SOUTHERN CALIFORNIA V;rginia Dore rower 10470 Foothill Bo.,/e,,ord Rancho Cvcomongo 0,/ifomia 91730-3754 tel: 909-987-0909 fc,x, 909-980-9980 c.o • 0 z C 0 ·-LL "'C co ..c rn -s..... co () CONSULTANT +-' C (I) E t::: co a. (I) 0 ~ --1.l.. "O co .D (,/) ,:: co (.) "O co 0 0::: (I) Ll.. <( .so C -co "O U) co 0~ .c ,:: (,) co ~(.) 0::: ..- 0 N I'- .... ' ... ......... & M/2i/07 KC ADDENDUM No. 2 6 08/07 CONFORMED NO DATE BY DESCRIPTION REVISIONS .---------- DATE: 00/30/2009 SCALE: 1/4"=1'-0" PROJECT NUMBER:-Mt42;00 *AS BUILT* "-~ ZC/7( E:XF'.~ DATE: Rf.:VIE'JED BY, INSf'E:CT□R SHEET DESIGNATION: DATE: A-6.2 [s>iIT'r1 CITY OF CARLSBAD ~ ENGINEERING DEF'ARTMENT fSHwsl ~ REFERENCE NOTES 4 CARLSBAD FIRE ST ATIOf't No-. 6 ENLARGED AND FINISH FLOOR PLANS ·~~N~jijx;~:,:tir;;i-1- 1 PROJECT NO, I DRAWING NO, _ 3901 _ 440-5 OWN BY: CHKD BY: RVWD BY, KC KN r DRAWING NUMBER SAfCO.PAQDUCTS • NBN HOPE. MINNESOTA J.----__ .:._._c-=_:c_· RRl=IC£R. ~ Nl.M8EA 8553 ·---· .... ·----------- I EQ. EQ EO. EQ. ,_ 2'-6" ERIF 3'-4" ~ OPEN NORTH DRAWING NUMBER SAFCQ.PAQOu::TS • NEW HOPE. MINNESOTA __ FEC)R[EAfNP!Un"NUMBEAB653 ·---------- - -............. -1a:----- ~--. '~-------···-~--- EO. EQ. I I \ \ 3'4" 1'-6" 3'-8" OPEN ~ I 2231 LNOTEc CENTER KNEE SPACE B~EN WINDOWS, TY~. I 2'-8" EAST r-----r-----------L------L----- llIII: / / I, DRAWING NUMB'ER ·· · · DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REOAOER ENl"'Ml" MJM8EA 8553 DRAWING NUMBER SAFCO-PROOUCTS • NEW HOPE. MINNESOTA FEORCEA EN IWfT NUMBER 6653 ORAWING NUMBER OWG 440-6 40of95 SAFCQ.PROQUCTS • NEW HOPE, MNNESOTA F1EOFOER Bf~ NUM8ER 8563 -----q ,----~,------------SAfCO-PAOOUCTS • NEW HOPE, M!hlNESOTA ~fNl"llffi"llllMBER8653 :an•ilitl• w • ...,.,,.,.,.,._ ____ ----------- ---:••···-· -- ------·------·------------• -----"-_, "' ·~· --~ ... ,,,,. __ , ····---'"-••-·•'• I I _ _ull Lrs _r-------------- /~ ~ / ~ ~-===--_I < 1'13 ,~_....,.4;...=rr-----r---7 ~----------i D SOUTH • ,_==-=--11 1-------1,---=--=--=--=-..,,-1~ I I I I I I I ~::r ___ J , . - / 0 I, WEST /I\ I! 3'-0" EQ. EQ. EO. 2'-6" 114" =1'-0" 6 ' ... '". / . ' ' ' . . . • • ' ' > ' ' > ) \ ' ' > > ' > ' ' > ' ' > ' > > { 0912 ~>-+---.. (0910", ~ I I NORTH II/ 11" / EAST 3•-0· 1'-6" OPEN / 2'' / / ' / 3'-3" ' ( 0910 :>-+H--,--fl--+--/ ' / ' / '' ' I , I I L_ 1-- 1 I ( 0912~}---ttl-~-L-..lll-.L.....:.!JL--I _ _.., / ----( 0910 :}-+fl''<:--r--..._ , . ---....__ I -----\._ i---.,r~==ie~=-,"= .. , .----'1---t i-="=--K , ~ '\. '~ I • • ~,. . " ' • Architects ' RANCHO CUCAMONGA -FOLSOM -EMERYYIU,E SOUTHER..~ CALIFORNIA Vrrginia Dare Tower 10470 Foothill Boulevard < Rancho Cucamonga Califomio 91730-3754 • ' tel: 909-987-0909 fax: 909-980-9980 , < < < ' c.o ■ ' 0 I < I z "'O ...... co C C: 0 Cl) 0::: 0 E Cl) ...... ■-,_ LL<( ._. co ro 0.. 20 ._. Cl) en 0 C: ~ co "'O (I} Cl) Cl) co ,_ 0~ ·-,._ LL ■-.c: "'C ' LL "'O C) co co C: 0 "O .0 co (/) 0::: < ro -.... co T""" .0 0 0 (f) N I'--,._ ro () ........ • ' ROOM 102 -OPEN OFFICE 1---------------------------------------------------------------------.------------------------------------_l ____ j_ _ _J:, > 2'-0" ' ' ' ., ' _, > ) ' ' I ) > ' -- NORTH ' . ROOM 103 -TOILET I b -_, - . . ' L,. ' f<--:-~ --"'- 7 -i ;, - I ,17 I 1~7~-V-7~7 -~-"\ ·""": / / ' / . -. -' -- ~ 0614) ~ 0910) 2'-0" . 2' -0· . 2' -0" . '\,_ '---two EQUAL HEIGi-(!" 24" 24"--24" - OEl:'P OE:1:'P OEl::P-1501 Mf l501M! 1501MI . NORTH ROOM 106 -DORM. ORAWERS BEHIND CAB-INET DOOR WITH FIXED SHELF ABOVE. NOTCH DRAWER FACE INSTEAD OF PULL, TYPtCAl 114" =1'-0" 24 . EAST ------ / .. > > > > ) > > > ) > > > ' NORTH. . . . I . ---------- --.. ... ... .... .. • . SOUTH " -- I'\ , -. • • / ' I - ROOM 107 -SHOWER/TOILET 1'-2" -2" TYP. I\ "' \ I . \ 1·.a-l ~ 0910 > @] WEST ---" --- - V • . • 2'.'f' EAST A . . . -. I / \ / 11:E -. - ' , 0910, · 0912, ' ' • ' ' • • • , ) ) \ 1/4" =1'-0" ( 0910 ;>---t:tll\ \ . -- ' ~>v·- '· ... .,,.·"" ~ 1254[ SOUTH -- - . 15 -. " I OPEN 14" DEEP 14n DEEP 13021 13021 ·\~091~4~--, ~GRANrrE ; >--......... 1--(0910' ~ ...._ I -...._ \ r-, 3'-0" 3'-0" 24" DEEP 24" DEEP Dill 1222 1 EAST 7 I I I 2·_,,. OPEN VERIFY 24" DEEP Q"fil / / , 1109) "' - ' ROOM 104-HALLWAY 1/4" =1'-0" 7 . . . . . ---- - 1'-2" 2" WEST . . . . . \ I . -. -- , \ ) ' \ ' . . \ 114" =1'-0" b --' ~--TWO EQUAL HEIGi-(!" -DR'\WERS-BeilNO CABrNET DOOR WITH FIXED SHELF ABOVE. NOTCH DRAWER FACE INSTEAD OF PULL, TYPICAL EO. 14"DEEP 14" DEEP I 3021 I 302 r I 2'-(J' 2'-0" 2'-0" EQ 3'-0" EO I -24• -24• 24~ -24" OPEfll- - -~ DEEP OEl::P DEEP _ _ ~I l501M1 l501MI~ NORTH 7,~ ~ -24~ DEEP l254MI I/ ... ... ...... ,.. -~ 12 1\.ROOMS108, 109, 110S!M. \, 1/4" =1 '..()" 8 --... -.. ·-.. --,2 ) ' ' SOUTH > 1'-211 'Z' .ai.---~ \ I I ' ' ' 2'.(Y" 1'-2" 2" -8" 2"-0" '..Q ' ) ~ OPEN > WEST ROOM 105 -OFFICE ( 0614) @ ( 0012) ( 0014) - --... - POLE & 1WO HOOKS AT EACH LOCKER PLASTIC tAMl!IIATE SOLID COMPOSITE .GRANITE MICROWAVE OVEN 114" =1'-0' -. . < • • < < . -..... . CONSULTANT & 03/2i!07 KC ADDE:NOUM No. 2 6 06/07 CONFORMED NO DATE BY DESCRIPTION REVISIONS DATE: cl6/30/2009 SCALE: 1/4"=1'-0" PROJECTNUMBER: 04142.00 @ @D @ SUPPLY OR RETURN AIR VE!lrr,TYPICAL SEE MECHANICAL DRAWINGS LIGHT FIXTURE, TYPICAL. SEE ELECTRICAL DRAWINGS "A.S-BUTL T" ~~•-Z-Zk/0 P.E. Z/Jl'}f EXP 3-3/-/~ !)ATE REVIEIIEO BY• 1. FOR CASEWORK ANCHORAGE DETA!lS, SEE 4!A-8.2 2. FOR CAS~RK FACE PANEL DETAILS, SEE 5/A,.8-.2 3. FOR COUNTERTOP DETAILS, SEE &'A-8.2 ,,. 4. FOR FlXTURE HEfGHT SCREDULCS;see81A-S.2: 5; FOR TVPrcA~ SHOWER TILE F'ATTERN, SEE 21/A-8.2 6. "FOR TYP,CAL WAfNSCOT WALL TILE PATTERN, SEE 221~.3- • REFERENCE NOTES 4 !IIISPECT □R SHEET DESIGNATION: DATE A-7.1 I SHEET [ CITY OF CAR,.uv.uAD I SHEETS I . 40 ENGINEERING DEPARTMENT 95 CARLSBAD FIRE STATION No. 6 INTERIOR ELEVATIONS OWN BY, _ _,K.,C~. CHKD BY.-'-.--'K-,Nc___ RVWD BV,--KN ' ; ;; , +- I ; ' -- " ,- ' t ' _! DRAWING NUMBBl SAfCO PROOlJCTS • NEW HOPE, MINNESOTA ~fff FWfT NUM8EFl 8653 :ww..-•..r•-UE--..... ------ ,r-~1 ~10~1•'):>---// i\. NORTH \. / / II\ \. ROOM 114 -SHOWER/TOILET 2•TYP. 1'-2" ' ' ,,, 1018, h.,., ' • ., I "' I/ 1\ = \ NORTH ROOM 116 -SHOWER/TOILET EAST 3'-0" I 302 I ·' '·.,_ :---/ . ... ., . - ~ EAST DRAWING NUMB'ER ..,,,,.,===,.......,,,,==-=="" . ---·---~ SAFCO.PROOUCTS • NEW HOPE. MINNESOTA ~ fl'i AIIR'f NlMBER 6553 ·---· - - ~--<: 1036) ~--{-: 1034 } / JI---{: 0912 } ~· ~0910} 3'-0" 3'-0" '0910} I 1034 > : 0912) ~ 0910 ,f' ?'I¥', LO . " . " '? 9 ''.' , ;., ;., I , 3'-0" 2'.0" SOUTH EQ. EQ. EQ. EQ. EQ. 1'-2" D I 0910} r-0909 - 2'-6" EQ. EO. EQ. EQ. EO. ~'I--..(~ 0910·~\--.V 2'-6'' 2'-B" 2'--8" +--~1---.~-- NORTH EAST ROOM 117 -SHOP/LAUNDRY l 15 EQUAll Y Sf'ACED MEl"Al LOCKERS NORTH ROOM 123 -TURNOUT LOCKER ROOM - SOUTH / WEST 1'-2" > DRAWING NUMBER SAFCO PAOOUCTS ■ H8N HOPE, MINNESOTA AE::HlER ~l'!lA'I" NUMBER 8553 -- / / " WEST ~--1,1018 -·----- / I : : I ·, . , I . ~ . ... . 1,1.,1 ~ ,· □ . ... . ~ f . , I . , ,·:,·:, ' • -• J •• 1•-4• 1•-4• 1•-4• l•o1MJ SAfCO PRJDUCTS • NeN HOPE. MINNESOTA fEORER B'fl'W'l'T NlMBEFI 6663 •==-• 1/4" =1'-0" 9 I I -. ' " ' > ' ~ ' ' I ' NORTH \. . ---- - "' ~ f- "' - " I •02 1 EQ. 24" DEe> SOUTH DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDERB't'FNff" NJMBEFI 6553 IQSWIWL ~--{0910 " ~ EQ. 24" DEEP ROOM 118 -STORAGE 114• =1·-0· 5 , ' ,,, 1037, --~ -""'\ ,;S= :c "' I ' ' ) EAST ) --ill 114" =1'-0" 14 ROOM 115 -CUSTODIAL 1/4" =1'-0" 6 . ---·---··-····-· ---· - - - EQ. EQ. EQ. EQ. EQ. Ii 1 302 1 I 302 I ~ ~ ~ ./. I // '·, // \' / / ·, // '·, ,.1 ·, . 1/ ·, ,,,·/ '·, J_I '·, ;J·I '·, _,., '·, J/ If \' I \ J . II . II , -·- ' ' 1, \:: I' I I I I I \ I ,, ' \ I 0406 -.., 0407) 1516 5'..(l" 3'-0" 3'-0" rrVERIFY I s·-O" 3'-0" -. -SOUTH SOUTH WEST ---<0909) _ __, 0910) n-2•-TY-. P-----~ .,,,___ l-~-------..;.L~---4 / WEST ~---< 1055 3EO.S~ACED METAL LOCKER VERIFY VERIFY 2'-6" 2 - 0909 0910 1/4" =1'-0' 7 ,. 114" =1'-0" 8 ·-· ···--·-~·----·-··•-,-c0-•-······--····"'··•·--·•· . ., .. -....... ·-· -···" '"'' ----~--. DRAWING NUMBER DWG 440--6 41of95 SAFOO PAODlCTS • NEW HOPE. MINNESOTA. . -REORCS1 rN ~ Nl.MEIER 8553------ 0910 0912 0910 l3ool3ool3ool EQ. EO. EQ. ' ' ' / / EQ. EQ. EQ. 30" 30" 30'' DEEPDEEP~ §] 211 SOUTH - ~ "' =••••ca ---- Architects RANCHO CUCAMONGA -FOLSOM -EMERYYJLLE SOUTHERN CALIFORNIA Virginia Dare Tower 10470 Foathill Boulevard Ranclto Cucomongo Calffomio 91730-3754 tel: 909-987-0909 . fmr: 909-9B0.9980 co ■ ROOM 120 -VESTIBULE 114" =1'-0" 1 0 < 04()6) EXPOSED CONCRETE MASONRY, COLOR TYPE A @ EXPOSED CONCRETE MASONRY, COLOR TYPE B (0909) GALVANIZED SlEEL ( 0910) PLASTIC LAMINATE ( 0012) SOLID COMPOSITE ( 0014) GRANITE ( 1018) SHOWER DOOR, TYPICAL AT EACH SHOWER @ MIRROR WITH STAINLESS STEEL FRAME @ FLOOR MOUNTED TOILET PARTITION @ CUSTODIANS llTILITY SHELF ® METAL TURN-otrr LOCKERS ® RECESSED WASH BOX, SEE PLUMBING DRAWINGS NOTES: 1. FOR CASEWORK ANCHORAGE DETAILS, SEE: 4/A-B.2 2. FOR CASEWORK FACE PANEL DETAILS. SEE 5/A-8.2 3. FOR COUNTER"TOf' DETAllS, SEE &'A-8.2 4. FOR FIXTURE-HEIGHT SCHEDULES, SEE 8/Ml2 · 5; FO~ TYPICAL SHOWER., TlbE F'ATTERN. SEE 21!A-8.2 6, FOR TYP"ICAL WAINSCOT WALL TILE PATTERN, SEE 22!A-8.3 REFERENCE NOTES 4 z "'O ..... co C: 0 C Q) 0::: 0 E Q) _, ■-'-LL<( _., co ro 0. ~(.) _., Q) (/) 0 C: ~ co "'O Q) Q) Cf) co '-0~ ·-!I.... LL .c: ""C ■-LL "'O (.) co co C: (.) "'C .0 co Cl) 0::: ro -'-co ..- ..0 0 (.) CJ) N I'--!I.... ro t) ........ .......... CONSULTANT &. 03121/07 KC ADDENDUM No. 2 6 06/07 CONFORMED NO DATE BY DESCRIPTION REVISIONS DATE: 0613012009 SCALE: 1f4"=1'-0" PROJECT NUMBER: 04142.00 2.-Zt,-U ,,,c. zen& Def' 3-zl-/tt DI\TE RE:Vlf:',/[D BY• INSPECTOR SHEET DESIGNATION: DATE A-7.2 fsH'wl CIT OF CARLSBAD. [SHffisJ ~ EIIIGINEER!NC DEPARTMENT ~ CARLSBAD FIRE STATION No.6. INTERIOR ELEVATIONS -l r-- ' I I ' i ' ' 7 ' ' - - DRAWING Nt!Mm:R SAfCO PRODUCTS • NEW HOPE. MINNESOTA fEEJ'IDER f!H """"" NUM8EF1 Bl'i53 DRAWING NUMBER SAFCO PAOOUCTS • NE.W HOPE. MlNI\ESOTA R:CKIER f!N Fil.RT NUMBER 8553 DRAWING NUMBER SA.fOJ.PAOOUCTS • NEW HOPE. MINNESOTA fEIJFllJER !JI" F'IIU'IT Nl.Ml'IER Sl'i63 DRAWING NUMBER SAFCO-PROOUCTS • NEW HCPE, MINNESOTA Fl:IJRCER l!'f,w:rf M.MBER 8553 ------~-- DRAWING Nl!Mm:R SAfCO PROOUCTS • NEW HOPE, MINNESOTA fECflOER f!!/f~ NUMBER6!553 DRAWING NUMBm DWG 440-6 42of95 SAFOO-PAOOUCTS • NEW I-OPE. MINNESOTA l'IBJRCER PNPJIIAT NUM'EFl 8653 ·----· = •==-•,..••---· -------------------,w:w@• ------------------.... -------------------------·----....... ---------------, ___ _ ----------- NORTH DODD DODD DODD DODD DODD DODD DODD SOUTH ·-. --· -· .. --·---... ·-·---·-· ··-· ...... ·-·~-·-----·· -···'" --"" -----------· --·.,. DODD~ DODD"'-'-'-'-' DODD ~..---<: DODD DODD DODD DODD DODD DODD DODD □DD □DD -- DODD DODD ~-<.0407 ,__, 0406 0407 0406 0407 ROOM 122 -APPARATUS ROOM ' . I \ \ I \ \ II I . \ I I \ I I , ,, I EQ. EQ. EO.I ' 24K 2411-24" DEEFOEEmEEP G2Dl3illGill EAST ROOM 201 -HALLWAY 114•=1·-0· I' - I I I'\ > -. \.. > " / 23 V V -- II II ----- ----- ----- 3'-6" 18" .=e. ~ NORTH .... - = = = = - ROOM 204 -STORAGE 114•=1·-o· 2'-6" 2" TVP. V ~ • I -' ' I, ... ...__ ___ _, 10□11 I, I' 19 EAST '·';_ ,_ ,., .. / \.. WEST 0910 0912 0910 9 • 9 ., ., NORTH ROOM 205 -TOtLET n 7 I I D I I r I D . / > I, / ~ ~ ~ ~ ,-L-l!___tl===(::=!:t.._I] EQ. EQ. I • 2'-6" . -.. -.. 1.§J @IT) -. --> NORTH '-. . EAST ~ ROOM 206 -DAY ROOM 1609 1609 / \.. 3'-{J" 1'-2" 2"TYP ~ = .. ,/ " ' ' .,. 3'-8" @] EAST SOUTH EQ EQ 2'-4" . 4'-0" 2'-4" EQ EQ. . I I '-_, -,------r- ---'---✓---· . ' / ------:;----• ,--~r-1--"'\---· , I _., ___ ---'--,--. ~.;..-_ --:.,_ ,..-"------~~ ,,_:.:' _ ""'....:....., ·, ~--', '":;;·' -~ EQ. EQ. 12" 2"-0" 12" EQ. EQ. SOUTH / \.. / / / / EQ. EQ . I ao2 r @] (0010,t-\ (0914~ ~-'· ... ,·' "·, '· ·''· _, -\ ,,,.-' "'.' :,., ,:, x., ,, /, V y 2'-8" (0010 EQ. EQ. EQ. NORTH SOUTH "'2" - I I I _, '· -7 ' '. ,,·' I I -I I I I I I ,, ,, I I c::::J D /. ·, I ,_' ,-' I 4'-2" 2'-8" 3'-2" (001•~ (0910'\ ;, ' ,., 2'-6" Architects RANCHO CUCAMONGA -FOLIDM -EMERYVILLE SOUTHERN CALIFORNIA Virginia Dore Tower 10470 Foothill Boulevard Roncho Cucamonga Callfomia 91730-3754 r--1 I I 1el, 909-987-0909 I I fax: 909-980-9980 I I I I I I I I I I I I (0 • 0 EAST - I -DDT □□ : ~ \ DD " - 9 " )" ,. . , '-' ,. . , ' ----. ,/ ' :,., ', ' _, ' '. ' _, -' ,/ ,., ' ,. ' , EQ. EQ. EQ. EQ. EQ. EQ. 2'-{J" 3'-6" 2'-B" ~ mIJ mIJ I 2541 @J WEST z "'C +-' ro C 0 C (I.) 0::: 0 E Q) _. ·-.... LL<( -+J ro ro 0.. 20 -+J (I.) (/) 0 C -ro -c Q) Q) (I) ro .... 0~ ·-5.... LL .c "'C ·-LL "'C <..> ro ro co "'O. .0 ro Cl) 0::: ro -.... ro ~ ..0 0 C) en N r--.. -5.... ro () ....... 1/4" =1'-0" 10 ROOMS 202 / 203 -KITCHEN / DINING ROOM 114" =1'-0" 2 I / / ---'- '? ,., \ ( 'V V V "'I 16'-{J" ' ~ 6 EQ. MIRROR PANELS ~ ~ -A2 WEST NORTH 1/4" =1'-0" 11 ROOM 207 -EXERCISE ROOM r .. ,.,,..----'~-'r------------'L-2"-TV_P;,_ .. _-B"_+--,--+ i Faa;rr=iii'rr'""'ie=~ "' I I I I I ~ct --G==~===========:±JL_j __ '1'-8" WEST I - - 114" =1'-0" 7 1/4" =1'-0" 8 < 00)6) ( 0407) @ @ @ @ EXPOSED CONCRm MASONRY -COLOR TYPE A EXPOSED CONCRm MASONRY -COLOR TYPE B PIASTIC LAMINATE SOLID COMPOSITE GRANllE CLOCK, SEE ELECTRICAL DRAWINGS NOTES: 1. FOR CASEWORK ANCHO~GE DETAILS. SEE 4/f+.8.2 2. FOR CASEWORK FACE PANEL DETAILS, SEE 5/A-82 3. FOR COUNTERTOP DETAILS, SEE 61,.._a2 __ 4._ FOR FIXT1JRE HEJGHT SCHEDULESL SEE8/A-8.2 _____________ _ 5. FOR TYPICAL SHOWER TILE PATTERN, SEE 21/A-B.2 6. FOR TYPICAL WAINSCOT WALL 'MLE PATT'E:RN, SEE: 22/A-8.3 REFERENCE NOTES 4 CONSULTANT & 03121/07 KC ADDENDUM No. 2 D. 06/07 CONFORMED D. D. D. D. NO DATE BY DESCRIPTION REVISIOJ\IS DATE: 06/30/2009 SCALE: 1/4"=1'-0" PROJECT NUMBER: 04142_00 0 AS BUIL T0 .,,'?_ .. . , Z-2&,/4> P.E. 'Z?J('2{ EXP. 3-3/•/t' -DATE REV!ElolED BY• !NSPECT□R SHEET DESIGNATION: CARl,,SBAD FtRE ST ATIQN-No. 6 · DATE A-7.3 fNTERIOR ELEVATfONS f--- 1 . . ---- 1 ...,-_ i DRAWING NUMBER DRAWING NUMBER SAFCQ.PAOOuCTS • NBN HOPE. ~INNESOTA SAfCOPAOOUCTS • NEW HOPE, '-'IINNESOTA AfORDER rif't fllllllFIT NUMBEFI 6553 -----__ A:OAlER!l'l"!W'l'fNUMEIEAB553 _______ --------------_---.--. ----=--~-~--~----------...... -·-•--t•---------------- LINE POST BRACING .,---llNE POS'T', TYP. ---1-!0RIZONTALB~wml TRUSS ROD MI\Y BE USED AS AN Al lmN'\TE TO A DIAGONl\l BRACE ~--END AND CORNER POST ASSEMBI.Y DIAGONAl BRACE ~--TENSIONWIRES, lYP . GENERAL NOTES 1. ALL F00nNGS SHAll BE 309 "9'1'--C-22-M!>o (5~C-2500) CONCRETE 2. THE FOllOWING ITEMS SHAI.L BE FURNISHED AND INSTALLED ONl Y WHEN SHOWN ON THE Pl.ANS AND/OR CALLED FOR IN THE SPECtAL PROVISIONS: a. BARBED WIRE b. EXTENSION ARM e, TOP HORtZONTAL RAIL 3. CHAIN llNK FENCE Sl-ll\lL CONFORM TO SECTION 206-60FTHE STANDARD SPECIFICATION FOR PUBL WORKS CONSTRUCTION UNLESS SPECIFICAll Y NOTED O,t THIS DRAWING 4. CONCRETE FOOTING DEPTH: e. 2"..fr' FOR FENCE HEIGHT OF 5' OR UNDER ""----PORTlAND CEMENT CONCRETE FOOTING, TYP. b. 3'-0" FOR FENCE HEIGHT OVERS' .• . <, "" -:-.·/ . . ·. ,:<:-: •. ;:.J:-r ' ,. . .,---LINE POST. TYP. ---HORIZONrALBRACE GAI.VANIZED CI-IAIN LINK2"MESH 10'-0" TYP. ~-'-' CROWN FOR I DRA-GE, TYP. . ' . . ; ·, ~--TRUSS RODWI TENSIONER GROUND LINE '---LINE POSTSAT1000' MAX. STRETCHER BAR 10·-o· TYP. ---LINE POST, TYP . GALVANIZED CHAIN LINK2"MESH 5. INSTAlL6'TALLBlACKPVC COATED CHAIN LINK FENCE Wm-t TOP RAIL PER SAN DIEGO REGIONAL STANDARD DRAWl!olG M-6 A 6. TOP RAil PER SAN DIEGO REGtoNAL STANDARD DRAWING M-6 AND M-20 WU)., BE REQUIRED P, ---CORNER OR ENO POST ,---FASTNER, TYP. 11/4" STD. GALVANIZED PIPE HORIZONTAL BRACE ~ •. 1----CONCRETE FOOTING, TYP . .. ~ .: ""'8"TRUSSRODWI ~• TENSIONER LINE POST BRACING INTERVALS BRACED AND TRUSSED IN BOTH DIRECTIONS CORNER OR END POST OJAMETER OF FOOTING= 4 TIMES OURSIDE DIAMETER OF POST 10'-0" ,,---LATCH POSTW/GAI.VANIZED POST CAP ~--GALVANIZED CHAIN LINKTMESH ~--DIAOONALBRACEOR . : .. HORIZONTAL BRACE WITH TRVSSROOS L....--VERTICAl ,·. ' . STAY GATE ASSEMBLY CHAIN LINK FENCE ,, ' ' / / / ,' PIECE ' , I I I I I I I I I / ,' , / / / . /. 3/4" x 314" x 16 GA. T.S. PICKET @4"0.C., WElDEDT02"x4" 1/-4• T.S. GATE FRAME AND 2'" 2• x 114" CURVED T.S. FRAME 2" x 'Z'x3/16" T.S. GATE F BEYOND 2" x"Z'x 3/16" CURVEDT.S. FRAME tl---l--------1"x1"x3116"CURVEDANGlE, WELD TOT X 2" X 3116" GA. CURVED T.S. FRAME AND PIECE GATE DETAIL HALF 23 2 24 ....... 23 5'-2" ART PIECE Jl'lllltA.liReR:: M'l42 1/4"=1'-0" 18 ~--2'" x 2" x 3/'tfr' T.S. FRAME .,---7!' x 4" x 114" T.S, FRAME TOP ANO BOTTOM ~--2'" x 2'" x311S-CURVED T.S. FRAME, VERIFY SIZE ---ART PIECE, VERIFY SIZE ...._ ___ 2%SlOPEllNEOFFN.1S B 5'-7!' 2" X 2'" X 3'16• T.S. FRAME __ .J 314• X 31-4• X 16 GA. T.S. PICKETS@4" O.C. 112"=1"-0" 19 2 20 -- / / DRAWING MJMBER SAFCO PAOOUCTS • NEW HOPE. MINIIES[JTA IEllFOl:7I ~ l"'N'f NUMEEA 8553 ----------. -•=•=-•,_.,· .. -------------- / / / 13 14 ..,-ii---FRAMING, SEE STRUCTURAL DRAWINGS .,,+--518" GYPSUM BOARD ....-f--lNSULATION '---SUSPENDED CEILING SYSTEM ....._ ___ METAL CORNER BEAD CEILING TRANSITION 3'"=1·.:o" 15 1'--0" INSULATION lt:';:;it----2X WOOD FRAMING. SEE --STRUCTURAL DRAWINGS 1'-0" ---~•-B~F4 1~----GYPSUM BOARD FINISH, -PAINTED .. '---llGHT FIXTURE, SEE ELECTRICAL DRAWINGS If------------GYPSUM BOARD FINISH, PAINTED llf•--11-------------EXrERIORFINISH SOFFIT DETAIL 314"=1'-0" DRAWING NUMBER SAFCQ.PAOOUCTS • NEW HEFE. MINNESOTA fEO:IOEA 9' l"llfff NlJMEBI 855.3 ........ ,..._._ 9 10 11 12 ~--·-,._.,~--------. --·· ------- SAFCO PRODUCTS • NBN HOPE, MINNESOTA FEffJER B'l"F'IIIFIT NUMEIEA 8553 DRAWING NUMBER DWG 440--6 - 43of95 SAfCO PRODUCTS • NEW HOPE, MINNESOTA FEDRDER !ft' PlV!1" NUrM1EF1 8553 WWW----------_,_,, __ , ____ _ ------------- 1. 2. 3. 4. 5. 6. METAL SUSPENSION SYSTEMS FOR LAY IN PANEL CEllfNGS. 12 GA. (MIN.) hanger-may M """" ...... m -lm:ludlng 4 ft. x 4 ft. grid .,,..;ng 11. along matn runners. Pmvlde 12 ga. hanger wires at the ends of all main and cross runners wtthin 8" from ttie suppc.rt or wtthln 114 o1' the tength of !he end tee. which8Y8r is least, for the perimeter of the eeiling area. Pmvide trapeze or other supplel::entary m,pport members at obstn:efions to main hanger spacings. Provide additiMal hangers, struts ffl' braces as required at all ceiling hl'eaks, sofflts, or d1soontlnuoos areers. Hanger wires that are more than 1 In 6 out ol' plumb are to haYe counter-sloptng wires. CeirJrtg grid members may be attached to not more than two adjacent watls. Ceillng grid members should beatleest 112 lnchfree of other walls, If walls ron diagonalty tot:eiltng grid 12. system runners, ol"l9 end of main and c:mss runner should be-free mid a minil'Tl\lm ol' 1/2 ineh dear of wall. At the perimeter of the oeifing area where l1'l8in-rK eross runners ere not connected to the adjacent wall, provide fnteroonnectfon belwMh runners at the free end to prevent tateral spr'89dlng. A metal strut or a 16 ga. wire wHh a poMMl meehanicet mnnection to the runner may be l.lS8CI. Where the perpendicular dlstancefrt:m the wait to the first perelfel runner is 12" or tess, this. intertock m. nm required. Provide sets m four 12 ga. splayed bracing wires oriented 90 ctegrees from MCh other at not more than 8 feet by 12 feet on r::mter. Cl!!lting mounted afl'terminals or i,erviie8s shall be positrwtly affach9d to 1he Miting suspension main l'Unfl8rs or to cross runners with the sam& earrying. capacity 1=tS the main runner. Ai-terminals with a Mminal dimension of 2-4" l'lr less shall be posfflvely affached to the cemng. grid n:nner(s) on at least two opposing sides with one #8 self tapping Tek screw on eaen side. Each screw shan be hx:atl'td in th8 center of the air terminal and shalf be attached through 1he bulb of the oel11ng grtd runner{s ). Ail" terminels in excess of 2-4" In length shall be attached with two #8 setftap,plng Tek scrnws on each end of diffuw allaehed to the bulb of the e811tng grid runner(s). Alt attachments shall be capable of tateratty supporting the weight otthe air terminal. All ail"terminals regardless of weight or size shall haYe lntartocklng ceiling grid runner(s) on all 4 side& oftheatl'terminal. Flush or recessed light fixtures and air terminals or serviees. weighing less than 56 pounds rrtWJ be suppr,rted direel:ly on the runners or a heavy duty grid system but, in additicn,, they must hBY8 a mir'imlm of two 12 ga. stack safety wtres attached to the fixture at diagonal ClCll'l'l9FS and anehol'9d 1o the. 9'fnJel\lre above. All 4 fl x 4 fl light fixtures roost have slack safety wires at each comer. All flush or recessed light fixb.tres i'Jnd air terminals or sfll'Viees weighing 56 pouMS or more must be lndependenl:ly supported by not less fhan 4 taut 12 ga. wires eech attached to the fooure and to the-structure above regardless at the fype of ceiling grid system used-. Th9 4 taut 12 ga. wires inclucfmg 'their attachment to the structure above may b& capable of supporting four times the-weight of the unit Architects RANCHO CUCAMONGA ~ F'OlSOM ~EMERYYILLE SOUTHERN CALIFORNIA Vfrglnla Dore Tower 10470 Foothill Boulevard Rancho Cucamonga Caflfomlo 91730-3754 1et, 909-987-0909 fc,,c 909-980-9980 ProYtde t>raefng wtres at locations not m!'W'e than 6 feet from each perimeter waft and at the edge of vertical eel Ong offsets. 13. Support surface mounted light furtures by at least two ptisitive devices which surround the ceiling runner and which are each l'il.lJ'Jported from the s1ructure above by a 12 ga. wtre. Spring otips or clamps that connect only to the runner are not ecceptabte. 7. The slope of these wires shoufd not exceed 45 degrees fn:m the plane of the cemng and shoutd be taut without causing the celling to 11ft. Splices in braeing wires are not 10 be permitted without special Bultding Department: approval. Fasten hanger wires with not less thlm 3 tight turns. Fasten bracing wires with 4 tight turns. Make all tight turns within a distl!nc& of 1-1/2 inches. Henger or braetng wire anchors to the structure should be Installed In suc:h a manmtr ttvrt the dimetion of the wim aligns as ctosety 14. as possible with the dimctlon of the forces acting on the wire. 15. (Nole: wtre tUl'P15 mad8 by maehine whl!tm hoth strands have bee~, delbrmed or bent in wrapping ean waive the 11/? requireP'l"ll'tnt, but the numl'lef' ottums shOulcl t>e maintained. and be as tight as possible.) e. Separate all ceiling hanging and bracing wires at least 6 inches from all unbraced duds, pipes, conduit, etc. It is acceptable-to attach lighlWeJght Items, such as single 81eetrical oonduit not exceeding 3/4" nominal diameter, to hangerwtres ustng oonnec:tors aeeeptable to Building Department HAVC ductwork, e!ectrlcal distribution, telephone SftMees, computer cable distribution, and other services normally found in a celllng space, shall be indeplltl'tdentfy supported and appropriatety braced to eliminate any lateral force on the ceiling membrane l'>r bracing elements. 9. Whan drilled-in concffm'I anchors l'>r shot-in anehors are used In relnfl:lrced concrete f0r hangt,r wires, 1 out of 10 must be field tested for 200 pounds of tension. VVhen drllled-ln eoncnne aneh!lrs are used for bracing wifes, 1 out of 2 must be field tested Mr 440 pot.l'lds of t8nsil'>n. Shot-in anr:hors in concrete are not permitted for bracing wires. If any shot-in or drilled-in i'lnehor fails, alt adjacent anchors must be "tested. Drilled-in or slot-in anchors must be tested. Drifled-in or slot-in anchors 1'8q\iire special Bu!tdlng Department appn:M'II whM used in prestressed concrete. 10. Attach all light fixtures to the celling grid runners to resist a horizMl:al force equal to ffie waight of the fixtures. AH recessed lighting fixtures having a nominal end dimension of 24 inches or gl'Mter, shall be poslttvely attached to the ceiling grid runner(s) at the end Of the fixture with two #8 setf.1applng Tek screws. Each scntW shall be located within 3" of the side of the fixture and attached thmugh the bulb of the ceilng grid runr:er(s). light fixtures having less than a nominal 2-4" end dimension shall be attached with one #6 setf h'lpping Tek screw at the oenll'lrol' MOh end d the fixture, attached to tne bulb of the ceiling 9rid runner(s). All attachments shall be e3pabte of laterelly supporting the weight of the ttxture. All fixtures, regamtess of waght or sil8, shall have int8<1ocking ceiling grid •mnor(s) on all 4 sidBII of lhft fixture . SUSPENDED CEILING NOTES 8 16. Provide add"rfional supports when ffght fixtures are 6 feet or longer. Support pertdal .t mounted Rght fixM'es diredty fmm the s1rueture above with hal"lgl'fr wires or cables passing through eaeh pendant hanger and capable of supporting 4 times the wetght of the mture. Speeial details 91'8 08C8SS9ry for this condition at the caning grid. Ctassiffeation of the celllng grid ts heavy duty. Components shall mmply with the fcRowing Seh8dut8: MANUFACTURER MAIN CROSS ARMSTRONG 7301 7340(1) CHICAGO METALLIC 200 1204(2) DONN CORPORATION DX26 DX4:l4(3) Footnotes: (1) FOR 'Z X 'Z GRID USE 7324 (2) FOR 2' X 2' GRID USE 1226 (3) FOR 2' X "Z GRID USE DX216 Anchors for wall angles: A At wood tttd wall: 4D Cl'lfflmon nan @ 1ea O.C. B. At metat stud wall: 1 1/8" type "S" Bugle Heed drywalt sa-ew at 16" O.C. C. At mesnnry wait: 1/-4" dla. x 1 112" long Tapcon anehor screw@ 16" 0.C. ICBO No. 3370 NO SCALE 2 \ 3 c.o • 0 z "'O _. ro C 0 C Q) 0:: 0 E Cl) _. ·-'-LL<( ~ ro ro a. $0 ~ Q) Cl) a C -ro -o Q,) CD Cl) ro '-o-£ ·-s...... LL .c: "t: ·-LL "'O (.) ro ro co "'C ..Q ro ff) 0:: ro -'-ro ....... ..c 0 () en N I'--s...... ro 0 ....... .. .. . . . . .. CONSULTANT & 03/21/07 KC ADDENDUM No. 2 6 06/07 CONFORMED 6 6 6 6 NO DATE BY DESCRIPTION REVISIONS DATE: 06/30/2009 SCALE: AS NOTED PROJECT NUMBER: 04142.00 HAS BUI-LTH ~A7g7oa2.. 2•2';-/IJ PF. Z90&E"l'P.3?l•/O DATE REV!EIJED BY, INSPECTOR SHEET DESIGNATION: DATE A-8.1 f""SHITfl CITY OF CAR BAD ~ ENGINEERING DEPARTMENT fsHEusl ~ 4 CARLSBAD FIRE STATION-No. 6 SUSPENDED CEILING & CHAIN LINK ---FENCENOTES"AND DET Afl:;S ------------ DRAWING NUMBER SAFOO PAODUCTS • NEW I-OPE, MINNESOTA - -fERlER ~ NllMBEF'I-EllS63-- SAFCD-PRODUCTS • NEW HOPE, MINNESOTA RE(RIERal'PJIIRl" Nl.MEIERB55."'I -----------------~=·· -•• __ a--• DRAWING NUMBER SAFCD-PRODUCTS • NFw HOPE. tv\lNNESOTA FECHlER et-fWJI" HUMBER 6553----------·-™· .... ··•-tlllll!-- - - ------- ---••••aae =••"'-™ ' ' ' ' 7 ' ' ---- I ; ~ ·-·-t--·!·•"i --·; ' ! : NOTE: CONTINUE WALL TILE PATTe~N THROUGH ALL SHOWER eNCI.OSURES 1-:s: ' ·, ~1..i,.. _____ ~!fl,.'"'["'~-.. ,__ ____ ACCENTTILES .L..i i l ii H_,_i _--~µ-L .. t .. -t--- l ). . t t ···1· l i ; i , ! . . (··t+'f"-··1 .. i-H-f-.. [ .. (· ---<--, .+-+-, +-+ -: -:_._!_ j : _j .. ) ... :,_.: .-_.~.c.....i~. ----WALL TllE 14---~ --t ... {--+: i : \ +...L...;. "'---ACCENT TILES ! ' '........ . . ' -+--;----:--- i ! i ' ) j ' ' 1 ---··r -:·--1 1 ,-,-,-, .,-.:, +-~,· -· ;:_·~-•'"7!7:-ri .. 7·--1-:;;· ·:_ __ •-= A•~ CUT TILE , i .i [ ; YL.r,.U-f I'll r ... _]_H_+ ! :-+----I-. L . ~. -+-~ LOCATK)NS WITH ARCHITECT ..i,.. ____ t::· =t: =·::::t: =t: j':j; =:,=!:::::--T!Le BASE TYPICAL WALL TILE 1/2"=1'-0" 21 • . . . V 1'-6" ) -~--CAST BRONZE PLAQUE -------- > > > > > '"" 'DEDICATION PLAQUE 1 1/2"=1'-0" 2?) ----.... ---·· 1 / :: WOOD STUD BEYOND / · · · .:-iii t;:')1-____ ,,::; ,-ll[F!!~-------CORK INSERT ,;; " u u ----MAPM!L " : : ··· 111 .._________.,_ __ SOLID BLOCKING WITH A34 '.:'.:'. :~ 111-TOP"AN0-80TTOM ·--. Ill ~--MARKERBOARD WI l!l!TEGRAL TRIM AS SPECIFIED \ ... .:;, ,,---MARKERrRAYWIENOPLATES / ~ ~ I~ 1/_ EACH END ,II/ ". "--------It ... ... 1-----------5/!!" GYP. BOARD JOB- MARKER BOARD HALF 23 "' ----11-. ,e __ ,1------------WOODSTUOSBEYOND _____ ....J;:: I :-:-:- // _ +~"'4"A.F.F. 4 :\:IWtNl----------:ETAL EDGE TRIM AND --,. ANCHORAGE I JI "" / ·::. I ·::. -. ~.,_1_'------11,:::::: - ' \ . •'"""'• ·:,\':, ~ .}:} ,_/ ,. 1'.lr'FACEOFFTN. TO I FACE OF GRAB BAR , 4X4 BlOCKING BETWEEN STUDS SECURED W/ SIMPSON A·34 TOP & BOTTOM ~~-----1/!!"™K. END CAP.ALL JOINTS Well)eD Ai'ID GROUND SMOOTH CONT. 1 1/T DIA. STL l'tPE 11 "'-__ ,..v t:.,../ RAIL.11ETURIII ENOS TO WALL • "" wt1•0UTER~IUSBeNO, -i ./ TYP, v-m "' ))\ ~ """111I=1111111=111=1111111""'1111..!,,I I l,i;,;,lll;,;,;I I I 11111111111111 114"b!A x 3" VANDAL RESISTANT SCREWS (3) PER BRACKET ~ I r-, ~ ~ L lr-,1 ~ ~ \ •, \ ', \ \ ' \ ', \ \ - . . . . . . . ...... ..... :.-.-~ ..... ...... ..... , , ::::::::::: Vb' ::::::::::: r::::;? .-.-.-.-.-. .X?- I - -~, --·- ... --.. / 1-r-::.m-tt -¥i --"' g j l'--..!1 -.-l5 ,~ ~---~~ ~---------LINE DF MOUNTING BRACKET SECURE TO THE UNDERSIDE 11111111 II 1111111111111 11 1111 I 111111111111 L1 v2~DtA~GRAB BAR -----~ OFHAIIIORA!L.SEE '-----LINE OF TOP OR BOTTOM OF TREAD NOSING \ ' ', 1"!\BCSI NUMBER: XD05-005 ...... ..... ..... ...... . . . . . ...... ...... ..... . . . . .. ..... ...... , .. " x:x>~ ... L ...,.,r,.:_ ___ COVERPLATE %::.X F CERAMIC TILE ~--'< . ;.-'-<->,+:,,+------GYP. BOARD OVER ~:< WOOD FRAMING ~ . REVISION DATE: 04/01!'.!005 GRAB BAR FULL 17 14---l---1-1-(7;\-"14c...J \.:_J STUD HANDRAIL ...... . . . . . . . ....._ _____ LINE OF WALL AN!SH MATERIAL, SEE FIN!I\IISH SCHEDULE 3"=1'-0" 13 ....... 1~· -:-:-:-:-:-:--1..1,. __ :_.:_ __ _,_ r 1 112"0 TUBE HANDMIL ....... ,,------CONCRETE MASONRYWALL CEILING/WALL FRAM!NG TYP,. v/ SEE STRUCT. OWGS. ....... ...... ....... . . . . . . ....... . . . . . . ....... ...... ....... ' , I/ / -----__ vAmes+ '-----5/8" GYPSUM BOARD '-------311!" WIDE REVEAL@ INTERSECTION OF GYPSUM BOARD WALLS AND Ce!L!NGS AT EXPOSED MASONRY CONOITtoNS. PAINT BOTTOM OF 2X FLAT BLACK JOB NUMBER: ..... MASONRY WALL AND CEILING CONNECTION 3"=1'-0" 18 ' . ' ' l 1'-./ . i..:., ii: ' rl-2"TYP., U.N.O. i-, ~ ,, ,1 a:'. :/, ~ I oc ' L '-----FACE PANEL "-----LIGHT AXTURE, SEE ELECTRICAL DMW!NGS -""" 1 1/2"=1'-0" MASONRY WALL ...... ....... ! 1111111111 11! 1111111111 11 ....... ...... ....... ...... ....... ...... ....... . . ... . ....... ...... ....... ...... ....... ...... ....... ...... . . . . . . . I I/ " C) z "' ~ @ ~ "'--~ (2) #10 FHMS ~ 2 "' , --3/4~ DIA. HANDRAIL 0 BRACKET AT 4'-0N o.c. ~ MAX. ~ 8X6 BLOCKING BET. iB STUDS SECURED WITH Z Sllv1PSON A-35 TOP AND u. BOTTOM 8 lilll!llllll!llllllillllll 11------------. l""'""'"""f'r.i'I_ "' .. " .. "i9---\,,~I 114•0 X 3• tONG VANDAL ~ :-:-:-:-:-:-: ~StSTANT SCREWS (3) "' ::::::. I--,, PER BRACKET ·:::::: 1--------------GVPSUM BOARD ...... ....... . ., .. ,., HANDRAIL @ STUD WALL FULL 14 ) > .. coNCRETE TILE ROOFING 2XWOOD FASCIA ~ ' " ' .('.r .,. . . ---~--... n v~-, // n . , > " /. : ·~ • \/ \ . ~~ I • -· / L-2x4WOODTRELLIS,TYP., PAINTED < > ' ~ ®-J' ... __ l-__ ,,/ ~--8 x 10 'VVOOD BEAM. PAINTED, > > ' > ) ) > '---8 x 14 WOOD B~M. PAINTED, _.,.~--6 X 6 WOOD POST, PAINTED , 1/ • • • • • • • , •. • ·6;.,,..:..J<_.-•.•.~ ... ,_ • ..,.,,._,,!'-_r,··· .,:.;,,-_ •. • .. ,_ z).:,<r:s ... !.,, .• ;., -;-:;:,> - • • ••;-• • .-,, .. ,.,~'\....:.. • •·· • , ••• , '-· ' ...• ·--· -> CONTROL JOINT OVER POLYETHYLENE STRIP.SEE ELEVATIONS FOR LOCATIONS > h':1----------VII\IVL FAB~!COVER 114" CORK BOARD , .. ~ ~--...:::~---EXTERIOR PLASTER OVER :-.. . ----f-o I ... I " u u ·::. - ·::. f-/ . ' • • • ' 1--.,_ . " "' ~---SOl!D Bt.OCKING WI A34 TOPI BOTTOM ~---METAL EDGE TRIM AND ANCHORAGE ;:: -'. .·-•3'_'4". A.F.F. ' ::: .. ----. . . '" "-------11,::: :-:-:-1r-----------M!" GYP BOARD .....,,... JOB NUMBER: TACK BOARD HALF 24 NOTE: CONTlNIJe Ve~CAL co= JOINTS AT UNDERSIDE OF HOR!ZONT'Al SOFFITS. MITER ALL ~NeRS. MTL. LATH-AND BLOG. PAPER A: AT MASONRY ·L i--.... M - \ I ; ► • "---6x10WOODBEAM. PA!NTE!) • L---< \,., 1' ... /,' 3"W!DE x 114"TH!CK BENT F'tATE 0111 EACH SIDE OF , -. I r--.._ BEAM. PAINTED ...._,, ,/ )' _/\ J\ ;1·>'-_--------INSULATION,ffl-fEREOCCURS > . i \ i \ ~i.-'V' ~J-.. ------~-. • .--.1,--~ ::'.!; = 6 x 14 WOOD BeA.M, PAlNTED I \ ~ ! \ ' _,_ I ,-t=':a: !1:LONGx;:::~ICKBeNT ~I\ ..,PtATE.,ni·O, l \i \/ \ -------2)( FRAMING. SEE ' , l ' 2-·-' ···-··-'·~--'-;;_ :;.,.:~' _ _.:. ,✓->~1£¥-·~'··'··:'.:,;::~·---·--?--~· -~·::::~·:· ----- STRUCTURAL OMWINGS PLYWOOD SHEATHING B:.AT WOOD FRAME JOSMIJMBER; > > > > ' ' ' >--H-o i.. ·-- ~~-3"WIDEx114"TH!CKSTRAP , O" EACH SIDE. PAINTED ,,---8x8WOODPOST,PAINTEO, NOTE: FOR ADDITIONAL INFORMATION. SEE DETAft. 20AIS-S.3 • • CONTROL JOINT 20 1 , ~00D TRELLl~@2ND FL9QR 1 1 /2"=1'-0" ORAwtNG NUMBER DRAWING NUMBER DRAWING NUMBER OWG 440--6 44of95 ---··-. •-· --•·+-~---"·" '" .. .,,_, _______ ,_ , _____ -•-·-·-·" ----"" ··-··-· ,, 5AFCO ?ROOLICTS • NEW HOPE, MINNESOTA REORDER f/N Fllffl" N..lMElEA 8553 SAFCO.PRIJDUCTS_ • ___ Nf.W HOPE. MINNESOTA fEGICEFI F'/'t ~ NUMBER 6553 ---------------·-·--------------- I I v.,,,--.,-., vv--V'"v'"V-.,v....-_~ ....-, ACOUSTIC INSULATION ' - 1 /1vfy 1'1 ;t:1:;· • FULL HEIGHT MIRROR WI · CONT. STAINLESS STEEL TR! . ' ' ' ' _,..--SOLID POt.VMER COUNTERTOP. SEE 6/A-8.2 • L'S..._ _,,./ ...._ -1-.--........ "---2 X WOOD F-I\IG NOTCH , ' -AS REQUIRED .,,---LINE OF CASEWORK V V .,---FINISH FLOORING OVER FULL MORTAR BED \ ' ~--ReTNFORCING ft~CONCRETESLAB ' ► 4 .· . . ·"' •. _/ ' ✓ . . ' ~ - ----.4----:-.a-:-- - . _ . .._ -.,.--7--. --:-·-;'=""' T' ._ .....,_ - -:-----:-- •• "-'. V .., • •• I "'• • -' d. .. 4, " ""'l!!IC!n NUllt&lR:. XDIIMID4, • RE\ll8ICN M'fte: ounam6 JOB NUIEet ~ ~ (. " I -----_ +4';!! A.F.F. ' IL-------ARE EXTINGUISH~ AND CABINET FII.EICSI NUMBER: XD11-ll01 ~~--CONT. WOOD NAft.ER NOTE: MOUNTING HEIGHT OF CABINET TO BE THE SAME !N All WALL CONDITIONS ... .. FIRE EXTINGUISHER CABINET N.T.S. 10 ;;;i ' ... I, .. ,::] ;::: ~----WOOD STUD FRAMING :) -._________ _. __ ... --.. -n:~ f::! ::· .---~ !:::![ • ..--~~---GYPSUM BOARD !.'."' -~--_ .. --·:; ~·.--,-~ --------. ·:; ---l"Fc;;;;,-···=~~-,¥,;.'ill-' ----------ti ,,_._. ' u :. ., !J a•.•. ,_._., :J· ,•:.;. ::-'.•! " ( !\! n :: ' ' ' ----- " . z z w a. 0 I g ~ I __.-~----FIRE EXTINGUISHER.AND 1....,....-CABINET • I ~--1':•~.-• ~;•··.>t:_:., ·., I '-I_,. . . . . . . .. . ·--~.:.,.I •• ·,_ ·-~..:.-...:.' STAIR SECTION NOTE: MOUNTING HEIGHT OF CABINET TO BE THE SAME IN ALL WALL CONDmONS ............ ',L_ BLOCKING '--STRINGER "---LIG!-fTWe!GHT CONCRET'E '----PLYWOOD SUBR.OOR "---~ESILleNT RUBB~ BASE 11/2"=1'-0" 12 D E , " / ' , \ ... I I A B -';.,,!\ 1. .-, I r--.. ' ,-.._--1--f C \ \ NOTE: SPACING BETWEEN FACE PANELS SHOULD BE EQUAL DISTANCE FROM ADJACENT FACE PANELS. THIS INCLUDES DRAWERS ANO DOORS ON CASEWORK. THE DISTANCE BETWEEN DRAWERIOOOR FACE PANELS BENEATH COUNTERTOPS ISALSO EQUAL IN SPACING DISTANCE. . . .••• :-:-:'•.-'.'I!-- "'· "·' --.· ... ·.· .. ·.··.··.··.•:.•,•:,~ .... EQ, ❖------.-:,:, ._.,_._.,_._._.,_._ ... ..,. : •.-.-.-.-.-.-.-.·.-,.·:.· ,:· 0 / .. ' ... . EO. ))\ ... ~ ' EQ. ........... ";".·.:•:;~;:;:: .,,,,,,. 0 ..... A1ifl" :E\ EO. EQ. \J~L : ,,.,.. 0 / l · ... . EO. 11,,,+ .............. . r ..,,,,,,, :.:::::: _· .. ·_· .. ·_· .. ·.· .... · __ '._'.·_'-·"''' 0 "''·''!,;;. 4%0$ EQ. ,·:, :,: 0 CASEWORK N.T.S. 5 SEE PLAN:s A,-.._. . ' . , . .. -•, . I ROLLED EDGE. BULLIIIOSE @ SINKS EASE All EDGES 1YP. 1:::;;/' /0.>/ /'/;;:,/ /~;:::,;;,f-~-•--BASECABINETBELOW, TVP. GRANITE L-----------::::::::::::;:::',,.....-GALVAN!ZEDSTEel _.. ---SHEATHING. SEAMLESS --------SOLID WOOD CORE NO DRIP ~ I EDGE //// 0-· /// /0/'. • /;1/ ,' 1/'/' ,/_,,/ ,// ,/ , I/// / / ,. / / /' /, / GALVANIZED STEEL REVISIONOATE: '""'"""' .. ,.. COUNTERTOPS 1 1/2"=1'-0" 6 TOWEL DISPENSER I PAP~ □-• ~ DRINKING FOUNTAIN STANDARD .-f--DRINK1NG l FOUNT AII\I □0 ;;; ACCESSIBLE ,.. 1-18• MtN 1c::: ,L ,2· .~ MIN. FRONTVIEW TOE SPACE 4 24" f SIDEVleW ~-SHOWER HEAD ACCESSIBLE TOWEL BAR SHOWER HEAD --, FLEXIBLE SMDWm SPRAY HOSE -RECESSED ·SOAP-DtsH- DOUBLE STACK TOWELBAR:J -FOLDING ,--+\++I, SHOWER SEAT rROBEHOOKI -~it. ] _ .. ..., _,__ 0 '" 1..... 0 &Jin ■ fr! 5' M --SURFACED MOUNTED SEATCOVffi DISPENSER WATERCLOSET------ GMB BAR------~ FLUSH CONTROL SHALL BE MOUNTED @WIDESIDE - .... RECESSED TOil.ET TtSSUE DISPENSER/ SEAT COVER WITH NAPKIN DISPOSAL 54• I -JI GRAB BAR 11/2"0 - WATER CLOSET- WHERE OCCURS - -1 3'-8" ' ~ b " L--SURFACEO'MOUNTED TOILET TtsSUE DtsPENSER. '---NAPKIN DISPOSAL -ACCESSIB!.E URINAL PROJECTED 14• FROM THE WALL 1·-s-m1·-r- ,--SOAP DISPEM3eR 18" LAVATORY -PAPER -URINAi. TOWEL DISPENSE~ &WASTE RECEPTACLE STANDARD :, ·' ., -- EJll-4 ~ INSULATE TRAP AND EXPOSED HOT WATER Pll'tNG NOTES: 1. All FIXTURES ANDACCESSORll:5 ARE t!ANDICAPPED ACCESSIBlE UfollESS OTHERWISE NOTEDIDIMENSIONED. 2. See el\lLARGEO TOILETPUIN & INTERIOR ELEVATIONS DRAWINGS FOR TOILET 3. . . ACCESSORY LOCATIONS. · ·· · · · · ·· ··· · · ·· -· · · ···· ·· · · · ALL ACCES~!eS ARE TO BE HANDICAPPEOACCESS!Ble WITH A MAXIMUM REACH HEIGHT OF 3•-4• FR()MA.OOR TO-CENTER OF FUNCTIONAL POll'IIT. FIXTURE HEIGHT SCHEDULE 3/16"=1'-0" 8 -----------...... 1, 2, 3. 4, 5. 6, 7, GENERAL NOTES: ALL CASEWORK SHOWN ON SCHEOULE ARE NOT NECESSARft.. Y USED. ONl Y THOSE CASEWORK ITEMS CALLEO OUT ON INTERIOR ELEVATIONS AND/OR FLOOR PLANS SHALL eE USED. CASEWORK NUMBERS SHOWN ON-SCHEDULE ARE THOSE OF THE WOODWORK INSTITUTE (WI) DESIGN NUMBERING SYSTEM. All CABINET DIMENSIONS INDICATED IN SCHEDULE ARE NOMINAL OUTSfDE DIMENSIONS. ALL DIMENSIONS NOTED ON SCHEDULE ARE rN INCHES. FILLER STRIPS ARE REQUIRED AT ENDS OF CABINETS WHERE CABINETS ARE ADJACENT TO WALLS . ALL FILLER STRIPS AT ALL TALL AND WALL CABINETS TO HAVE TOP ANO BOTTOM RETURNS. HEfGHT DIME"NstONS OF BASE CABINETS INCLUDE FINISHED TOP THICKNESS OF 1 1,Z-&SUBBASE HEJGHTOF 4•, U.N.O. ------ Architects RANCHO CUCAMONGA. FOLSOM -EMERYYI/.J.E SOUTHERN CALIFORNIA ------. ...... .V1rginio.Dare .. T ower .. . -------------- 8. 9. 10, 11, 12, 13. 14. 15, 16. 17. 18 . 20. HEIGHT otMES,ONS OF APRONS INCLUDE FINISHED TOP THICKNESS OF 1 112'", U.N-.0. HEIGHT DIMENSIONS OF TOPS WITH APRONS FROM FINISHED FLOOR LINE SHAtL MATCH HEIGHT UNE SHALL MATCH HEIGHT OF ADJACENT BASE CABINETS U.N.O. ALL PLAN DIMENSIONS OF CASEWORK ARE CABINET OIMENStONS ONLY & 00 NOT INCLUDE TOPS. PROVtOE FINtSHED END PANELS FOR SUPPORT OF COUNTERTOPS AT UNDER~ COUNTER EQUIPMENTOR KNEE SPACES WHERE THERE IS NO ADJACENT WALL OR CABINET THAT CAN BE USED FOR SUPPORT. FINISH ALL EXPOSED PORTIONS OF CASEWORK AND COUNTERTOPS. ALL UNITS INCLUDING OPEN UNITS SHALL HAVE CASEWORK MANUFACTURER'S STANDARD CABINET LINER, U.N.O. All TOE SPACES SHALL BE 4" IN HEtGHT ANO 3" !N DEPTH AND SHALL RETURN TO WALL WHERE ENOS OF CABINETS ARE EXPOSED, U.N.0, ALL SHELVING SHALL BE ADJUSTABLE, U ..... O. PROVIDE OUST CLOSURE PANELS TO CER.!NG OR DROPPED SOFFIT AS INDICATED ON ELEVATIONS OR PLAN. - ALL COUNTERTOPS SHALL BE OF DEPTHS AS DETAILED AND SHALL BE OF MAXIMUM PRACTICAL LENGTHS REQUIRED TO CONFORM TO OVERALL BASE CABINET DIMENSIONS. PROVIDE BACKS PLASH RETURN AT ENDS OF COUNTERTOPS WHERE ADJACENT TO WALL OR OTHER FULL HEtGHT CASEWORK. All SINKS, SINK TRIM & ELECTRICAL ITEMS SHALL BE FURNISHED BY OTHER THAN THE CASEWORK MANUFACTURER, U.N.O. ALL COUNTERTOPS SHALL BE PLASTIC LAMINA TE, U.N.0. CASEWORK ANCHORAGE LOCATIONS - ---(o)_, ---(E)--IV~, ©-< ,', I ~ \ Ir '{ I :;-P--,, \ ~/-'-~1--' I \ '-/-'-..-'1-J/---~1-'-;-'--.;....L\-/ ,_ ,_ ,_ ,_ ,_ ,_ ~--0- 9 3 - 0 HI------< 2 -n~ J.--____,, 2 ~e------<2 -1 iml----15 =Hi:t:l------/5 © -3 ® 1 ® 1, 2. 3. 4. 5, ru------318"0"RAMSET"WEDGE ANCHORS(3" M"'EMBED~@ 24"0(; TO CONCRETE SLAB, MIN-. TWO PER CABfNET CASEWORK ANCHORAGE NO I ES CASEWORK (FRONT) (BACK) (TOP) (BOTTOM) FACE OF WALL 1 x 4 CONTINUOUS WOOD CLEAT 1 x 2 CONTINUOUS WOOD CLEAT ANCHORAGE TYPE VARtES BASE UPON WALL CONSTRUCTION AS FOLLOWS: wooD sruo FRAMING .. #10 x 3 ·1/2" FHWS@ 1e-6.c .. 2" MAXIMUM FROM EACH END. MIN. 2 PER CABINET WI 3 X 4 WOOD BtOCKING WITH A34 TOP ANO BOTTOM. OR METAL STUD FRAMING -#Bx 2 f/'2" FHMS@ 16"0.C., 'Z" MAXIMUM FROM EACH END. MIN. 2 PER CABINET WI- CONT 16 GA x. 4" STEEL PLATE x CABINET LENGTH OR - 10470 Foothill Boulevard Rancho Cucamonga Cal;k,mia 91730-3754 ml: 909-981-0909 fax: 909-980-9980 co • 0 z "'O ...... co C C: 0 Q) ~ 0 E a, ---'-LL<( +J co ro a. .so +J Q) (/) 0 C: -co "'O Q) a, U) co '-0-g ·-!,,.,. LL ..c:: -·-u '-LL "'O C: co co co() "O ..Q r/) 0:: ro -'-...-..c co 0 () fl) N r----!,,.,. ro (.) ...... ' . '' . ........ . '' CONSULTANT & 03/21/07 KC ADDENDUM No. 2 06/07 CONFORMED NO DATE BY DESCRIPTION REVISIONS DATE: 06/30/200~ SCALE: Af3 NOTED PROJECT NUMBER: 04142.00 REV!Elol[D BY• INSPECTOR SHEET DESIGfllATION: DATE DATE A-8.2 MA.SONRY OR CONCRETE -3,s-c;, "RAMSET" DVNABOL T SLEEVE ANCHORS (2" MIN EMBEDMENT)@ 24"0C, MINIMUM 2 PER CABINET [5Hffil44EET CITY OF CAR BAD ~ ~ E:::111:::G::!N:::E::E:::R::!NG:=::::DE:::P:::A::R::TM=EN::T:::::==~l._l)U=:::5::=:; CARLSBAD FIRE STATION No. 6 6. 7, 8 . 314• PARTICLE BOARD SKIRT 2-x4PLATE FASCIA ---9:--2'><6·GUSSET@48"0cC,-#KH<2" <ON,3.FHWS.(6"-................. -.......... --··-.... . 10. FROM EACH ENO), SET 2x IN GLUE WHERE FASTENERS ARE PARALLEL TO 2x GRAIN', NO EXPOSEOSCR~ H~DS #10x 3" FLAT HEAD WOOD SCREWS @24" 0C CASEWORK ANCHORAGE N,T.S. 4 OWN BY: KC CHKD BY: _.cK,cN._ RVWD 8~ LIN DETAILS - .I I I I-- I -------- DRAWING NUMBER SAFCO PRODU:TS • Nf!W HOPE, MINNESOTA FEIFDERfHFWl'TNUMBEA 6553 - ORAW1NG NUMBER .DRAWING NUMBER DRAWING NUMBER 6AfCD PACOUCTS • NEN HOPE. MINNESOTA ----- FEORCER l!!l'I' PJlllf'ff HUMl3ER 6553 .DRAWING NUMBER " --··••11•---~---~-----------------.... ..,. ___ la ---------,.,...,_. ..... ,.. .... ___ _ -----------~.•-···"··"'~·~---~-----~ J: l i r •.. ~--RECESSED NEMA TYPE 1 ENCLOSURE WI OPEN,. ct.OSE, STOP BUTTON FOR EACH DOOR. ENGRAVE l'OP OF EACH BUTTON WI FUNCTION. l'RO\IIOE INTERIOR CONCEALED FASTENERS AT ENCi.OSi.iRE. 1" PERIMETER FlJ\NGE. FINISH: STAINLESS STEEL 1'-0l!" I I I LABELS: MICARTAOR LAMACOID F't.ATE. 1J!l"THK. X5/8" >ftGH X 1112" LONG. Wflfre LETTERS ON BlJ\CK BACKGROUND WI BEVELED EDGE, HELVETICA REGULAR TEXT. DOOR CONTROL 3"=1'-0" 21 NOTE: CONTINUE WALL TILE PATTERN THROUGH ALL WAINSCOT AREA TYPICAL WAINSCOT WALL TILE 112·=1·-0· 22 POST BEYOND---< _ _ +3'-6:! .0..:.. ~~ 1-M---------'Z' SQ. METAL RAIL -r ----- o Hr----------'2' SO. METAL POST _,:. -:-:, i~ 1/RANSITION ::i t-----EXTE OR PLASTER OVER TH AND BLDG. ~PER 2XFRAMING ' l,_I;··;· ;··-~~:_~--~,~;·~,=-:=·:::_-~·;;··;;:~•*--_-_-_-_-_-_-_-_-_-2x FURRING@ 1e" O.C •• TYP. r ... -· ~--... ., 2x FRAMING@ 1e" 0.C, TYP. . :-: ,. ,. WALL TRANSITION 3"=1'-0" I I I I u,---LINE OF WALL, VVHERE V OCCURS I 18 CONT. BACKER ROD ANO SEALANT --++---------STAINLESS STEEL CABLE I CEILING FRAMING. SEE RAII.ING@4"MAX.O.C. TYP. I t,_,..,- 1 ~r--STRUCTURAL DRAWINGS 1'Z' WIDE STONE WALL CAP OVER MORTAR BED OVER SCRATCH COAT. CORE DRII.LAT POSTWHERE • r---CON'T. BACKER ROD AND V: ~ 2X FRAMING, SEE ,,---=:RPLASTEROVER / V,: :l::,:E ELEcmCAL • MTL.LATHANDBLDG.PAPER / _/ 11 f------,7""----7"-rJ I/ GYPSUM BOARD • ()Ql'.:URS • ::·1 .· .. ~~~R-~--:t •'";;;;:. tt· "'V ,,--CONT. DRIP SCREED ,,...--GALV. SHEET METAL i. • FLASHING TILE FLOORING OVER LIG>ITWEIGHTCONC. SLOPE TO TRENCH DRAIN ~ yll X. _ ~• 2ND F~ =~14•.o•A.F.F. + 2X6FURRING " . '/------' I C./ I I " l I I ; •.. '-;,;__ , I I " _ .. "· 1 I I I I i I I / . . I I I :...,..;.: ....... , ...... ·., ~··.:-~-..... -:.:. L FLOOR UNDERU\YMENT OVER PLYWOOD SHEATHING :'·•<: \/ 10• 1• •---4X8BLOCKlNG, TYP. I 1.....,•,_,_ __ _,. I I /\ ORATE,SEE PLUMBING : : / \ DRAWINGS , ,r~----~~-----------~ '~--FLOOR DRAIN. SEE PLUMBING DRAWINGS. (3 EACH) EXTERIOR PlASTERO~J MTL. LATHAND .. BLOG.PAPER TRENCH DRAIN/ WALL RAILING 23 SEIII.ANT; 1YP. BASE,SEE FINISH SCHEDULE FLOOR FINISH, SEE FINISH SCHEOULE7 ~-~---------I ---------2'"SQ. METAL RAIi. ~---STAINLESS STEEL CABLE •r-------RAIUNG@4'MAX.O.C., TYP. ~-----2" SO. METAL POST • • • • • • f~"1YP ~--"'4"HARDWOOO WALL CAP __.~--SEAi.ANT. 1YP. EiF=::::=------~CONT. "J' MOLD, 'TYi', - II I u 0"-0" 2ND F.F.= +14"-0" A.F.F, ~ / /_/2 V ~~,,,v l\," '-' I 1 ~ v ___ ... :--It--_____ •7::""A.F,4 VERIFY 1'-0" I I I I I I I I I I I I I I I I I ' I I I I REY!f!ION.l'.IA~ OillOtl2!ll)I, LIGHT SOFFIT 3(4"=1'-0" 19 II " I/ ' ' ., - ~--SEALAHT ,---TILE FLOORING OVER LIGI-ITWIEGHT CONCRETE. SLOPE FLOOR Fl"ISH TO DRAIN ---,,·· ·~- C -'------r;;s:f~::::::::::::::::~FLOOR"FRAMING, SEE STRUCTURAL DRAWINGS GYPSUM BOARD WALL RAILING 1"=1'-0" 24 DECK FLASHING 3"=1'-0" 20 >------EXTERIOR PLASTER OVER MTL. LATH AND BLDG. PAPER • EO. eQ. SHOWER HEAD, SEE ,✓r---Rl'!CESSED SOAP DISI-I, PLUMBING DRAWINGS-------I ~ "M'ICAL ['._ / >-✓r---'IOII.E'TRY SflEI.F r-.. " ------7 SHOWEROOOR --!-~ / /.,L/ -- -/ II.,,""" MIXINGVALVE +----1- ---+++----CERAMIC TllE FINISH - TYPICAL ELEVATION AT SHOWER HEAD VENEER SILL 13 SHOWER ELEVATIONS '"' : : --. ,.j"!'il'-,....:::C"":C-_______ +~~• A.F.F. ~ I, r ·-.__ ,rc,-. .->-< ~ . "-'-1., ---·· "'. ': .. ,., ........ 1 · ?"'------__;, • · · · '---EXTERIOR PLASTER: OVER 1 : '><.::-: __ ;;-. 1 ii ~-,. MTL. LATH ANO BLDG. PAPER I : • ~-:><;•> .. , I : -< .. _ '·' • CONTINOUS BACKER RODANt: : : >-.::::::~) :i~: ' . SEALANT 1 :1>•<:::-_____ ); :r ~~ ,rP-R"E _,..-CA_,,_ST~cov-NC.-.._.,.s-1L'i..,.~-SE-,, j ' '! .. I : : ~ ·, " 12/A-8.3 : ( ~ :: -, · .ST,_,ONE ~-"" .1/E,..•-N,E,..E~R..__,...,..,..__ _ __.,~2'..\ : ·, .. I .,;,,,- I U, ~,4-----MTl.. lATH OVER BLDG. PAFER t '' :: ,.,.,, 1'-1!" ------------MOISTURE RESISTANT _ GYPSUM BOARD OVER FELT CERAMIC TILE FINISH MTL, LATH OVER 30# FEl T@ WALLS AND CEILINGS I u· .. · r'-+-----PLYWOODSHEATHING 1 · •. _.,..-----"'4"P1.YWOODSHEATHIIIIG i • 2}'-~c~=~'l\:,I!>;::':. ·:~ '.:~========== :::::@ 1B" O.C., 1YP. ~ ~- 1 . , ......... "\l' .. " .. -. ~-:~_~'.~.:--'.··-~-~•_"i,i, ___ ·::::: __ . --=-_:.}~1. f " ,.:c-_,,! I _ ~~ 1:]·:~_ .. :_ .•. ,.,;,. GVFISUMBOARD -._,\, ;i.,-• 1 : -·-----... ,.. -'.'. :-.._ ---i .' / 1'. ~ ..,..__..----!--CONCRETE CURB BASE WHERE ,ff,=-=ff:-t---f------WALL FINISH WHERE OCCURS,'::·: X ! ~ OCCURS, SEE 1 . ,, ··< .•.. ...J ii~: ' . SEE: FINISH SCHEDULE _:~ _i \ ..,,.-.;, !'. ., ,.....-2 X 6 FRAMING@ 18" O.C. FINISH SCHEDULE\ i ~,,.._c:-'l'::""'·"""➔-t: ·l .~ ,-~-WEEP SCREED ~~-=1-v-'--------,,,.,----". "--c.L .. -i:;.,,.. !-!1"_1lr FLOOR FINISH \1 .: ~ ~ ... _.,....,,. ... _ ,, WHEREOCCURS, : I :·,, ,---FINISHSLABOR18"wtDE ~ ~·,, ,----+-MORTARBED SEE FINISH I ~ I CONCRETE MOW STRtp ~ .1 , SCHEDULE -----i i ,, t ,,. ;. :·,_' ,· ,! ~ ; ·.~ r----+-REINFORCtNG ., ' • 4 ,. j L. < :I --___ +<:;_0"_1_ST.":":...I,__ ,. ,---1--SHOWERPAN • ~ ijj I --- • -., V .. ::z t ' ---...hli•1 ;~• ~.c ·w· ,. <'\I I ;::: t-, .. _ .-• ,: ffi~;._~,.., ,. 7 . ------it ,--:-:--~;,,· . ~ ,, ., .., I ., .el. ., ---~ ... :_.I <\ ~ ~ ,l ·"1 ~ .. ., ,. ·" . ; r-=, ...... -----,-,;·---"' .. ·--···--,.-._· ____ ---,-, -, ..;; .. b ... -.... -,., -,-; ·------.... ..;,-.. ""-j • .. ' • " --,,-----CONCRETE SlJ\B ., VENEER AT STUD 1112·=1·-o· 14 BENCH AT SHOWER AREA 1 1'2"=1'-0" i, lL, II , IHI I HII :' 1 . 111111111·: "--1 :: -~Jllllllll\ij\'.,.. "'a:""s::--______ +3'-4•~ ':' 11n:mir,, ....... : -....__,_ ~ I :: ><u(j' I Im',:: . -': ~-------EXTERIOR PLASTER OVER I · · Ill JJ::n,t( ;11· .... I :\.-,qUJ,11111.,;"' MTLLATHANDBLOG.PAPER I : ,. IU--tfl'II' ii ' -• ~ 1 : ,,•<ltf.~Ult·~ i:-. • CONTINOUSBACKER.RODAND I : ' 11-tttffi ' . . • I : 1..--..:8t1-I-W' !) •· .. . SEALANT _ I : ~-:.ittrfl 11i' ., : ~ ,,-.,~.,,...-.,,,--y.....,,.---., 1 · • 1111-1-uw : • ---, \"-PRE•CAST cONC. s1tL. s:) p ... ::-::-.. :·· I. llltlllll i: ,-~ --.. I IIH I !Ill ~ DETAll. 12!A-8.3 1:--:::.><, (.. '-----1----WALL BEYOND J 10 I Ill II 1111 i ·-, .,,. ~---:::.-< '2-S- I 111\lllll i J STONEVENEER--ffi t:-e.:~-""'1·f'-------------,r-J---CONTINUOUSBACKSP'LASH 1 111111111 , ·s~ v"""---...... : I • v : ::: : : : ::: :: MTL LATH OVER BLDG. PAPERLJ<~::;,_,;· .....-_,,---ANCHORING WOOD STUD · ~ · -IHI rllll" i!:: ·· · · L><:::-~ ·y-V I lllllllli/. ,.;in~ '•<:: J,.,,'" ~ n.i~ 1 llllllllii'"·,. PLYWOOD-·THtNG ,-,~:-:: · ~ -x4"WOODSUPPO~ I lllllltlll'.:.e~· ---·-, ~v I m11111l :!~-,._ ROOFDRAINANDOVERFLOW ;::.?~ _.----SOLIDPOLYMER WALL FINISH I nH 11 m ,! , • . · v DRAIN >2": .,,... i.... .,.. f lllltlm'i•: -..-__,,-WHEREOCCURS, 1 111111111 ,::: ,-, SEEFINISH I 1»111111;,'_, <-.r--OOWNSPOIJTNOZZLES,TYP. ',•.;I//./__....,.,-l, SCHEDULE ----'1 11uyu ; _. / V' ./ ./ 1 r-.,,..-11. 7 -··"~.,, .. ., .... --' M.seWHERE , '(' 1 1 · ,0 -I/ 'I.I--""" OCCURS, SEE I "(" '--' +-....:S. ' · ::: :::ULE \[ ""'·;~: :'. i i~~-t--WEEP SCREED WHERE OCCURS, : ; . ;; '.', ~-~ SEEFINtSH r!' 1.,.· r-t--FINISHSLABOR18"WIDE SCHEDULE --~ 1' 1 ~ :-. • ~ CONCRETE MOW STRIP 1: . ,.L · ,:;·· F-<=a;;a===,~, ="='i:..,., .,, ~. " ~ : · .... -+o::!>• ~ST~ ·• '--f-112" Pl YWOOD W/ F't.ASTIC lJ\MINATE FINISH _.,---t-RUBBERBASE "'~ ~--t-LINE OF CASEWORK BEYOND .,..~ • F?\._,, · .. F~ff~~~-.~i RlB1'!91.NUIIRB'tl 1mlrMIJ7 • • < ,., .,_ ')/"''~~ t·=,~·;=-;·=,=·=·:"":.,;_r=·,.,:_rr 7 L1=-:r·-~T~~·i~~~~~~--c;·~v~;;;;;;;;;;;;;;;;;;;;;;;;;;;:;:;;; " .,..: ... .,1., .. .t-. ... ... "' ::--. ,.,_ -----• -, -.. , ........ -, ,•••••••:: , ....... ; •••--.. ......... ·-----·,; i·-· ··-·-·--·-· ···••••-•·• .c.··· REV!SfONnlffl;: ~ JOBM.IIIHs:t: llolWl! FflEJCSINllMBER: XD08-024 REYISION~TE; !MIOv.i!llO,l • ROOF DRAIN/ OVERFLOW DRAIN 1 1/2"=1'-0" 15 ,, • • • /:·::). / I ,Ji-- ,////e:z•• . / ... ~· , /, / / ,/ ·-.,/ ,.,, ,' ; /.-//,_/ ., _•3"=~ EXTERIOR F't.ASTER OVER MT!.. LATH ANO BLDG. PAFER FINISH GRADE ////'/"/, .... ,,. / / , .... I//-/ / 1/,/ ,,-· --·~·-·~·· ~~ ........ ,__,... -··~·-·-~------·~ .. -·-···-~·~--~-~-·-~·-·~--~·-.. --=--i /,. /' / ,/ ., ,., ... ! ' . ·····-·l :---' ,_, ' ·-L ' ' • ' ' ' / / / /; ........ '.\' ; ......... (' f-····•.: ·-: :_;' i-i' '-i' VENEER AT CMU 1 1 /2"=1'-0" 16 DORMITORY DESK 11 : i~ I ::: i~ \ Ii t I------EXTERIOR PlJ\STEROVER MTL LATH AND BLOO. PAPER I _._ ·.-. ; i I o1,·,•~·->------PLYWOODSHEATHING 1) I I .-, ,. I _._ .. I .-. l :'.:. I I I I I I I I I I ·U ' .. •::· ',_ ---'\. [! t !>·<::::: ) l ! I, ~--CONT.BACKER ROD AND SEALANT I I I I I I I ' I •:•.[·:. --J,,1 :::: \... =---->·--· -\W'::~·;:: .. ::,,~=:::::::::: - -·::: /... -------. ir ; r'"-t...: :;: ~ . "':-:-.( l, :---:: I I •:•: .... -------\ ,: J.'!.., ::: /"-<--..._____ j :t .:.; .. ,' ' I I I -.-' ":>-·/ i ! r: .,J--.... c-' ' ' .• --·•, ii ·,:, . ' '---PRE-CAST CONC. StLL :•; '-._,__....----\ n h:•.~ .• •-• I I I ' I I I I . I. ' I ' :I ( -,.-------~-/ H ,.,--< , : .. ~ -. ,-~--STONE VENEER, OVER METAL :;:_ \, ----··· ...... k ( ~ I-• ' :-< : LATH ANO BLDG. --·.-. '-.~...-l : , ,._ •• • , , ,n,---i;;;n, :;:: / ----. ) M' ~-·•: ··.• .· ::: ( -----[ jll :~.. . . • . ~ •. • ------·· '; r:• . .-. '\ .... ---\ ii t ·--··~ :~ /><'~--... --._ ,' !'. .. •·.-:,: '.·', ,. 2XFRAMING .. . --->-<·· .. J-.• ,' ., ·-• ·'.· \ --____ .. ...... '.' .. · h:-.::·~· ,.:ii \,,,_,c::,.-:::::-.:.._---41• $· C ~-' .),• ...,, ••• ,,., ~--".".jl-'". -•-. GYPSt.lMB0'\RD •:=: / .,_____ , • 1:, ~ -. ¥ INSULATION ::: , ···-,..._.,, . ~-.. ,.: ~ ~ WALL FYNTSH WHERE OCCURS, ' · [! l'.-:; • .-•• -.• :: SEE ANISH SCHEDULE !I u,::,r: .. ._ .,. :Hll•: .. ~~: = .,. , II ! .. 'i.'. Ii~~.-~.-• Hr:."/.:.: ~ .• Fll.EIC!INUMIER:; >mrR-m1 ~Ml'E:. JOB NtlllEFt 04142 VENEER SILL 3"=1'-0" 12 -----.. -. ' NOTES: 1. FOR SECTION THROUGH SHOWER, SEE 4/M!.3 2. FOR 'TYPICAL TILE lJ\YOIJT, SEE 21/Ml.2 --1-----CERAMIC TILE FINISH TYPICAL REAR ELEVATION 1(4"=1'-0" r-------BUILT~N SIDE BOARD ~------MATRESS (NIC) 5 ~---3 EQUAL DRI\WERS PER BED .,..._ 3'-5" ,--CONTINUOUS HARD WOOD TRIM • r ____ L ________ ----•----\-~- , I \ --~ -_/__ ..ai,--.. • r·.·' \ ; ' r,, ·y I ... ,-. ' :!,. :-..... i ; re -· -" , . .. . ···,· . .,, -·· . ··-· ... --·- ::v v~ ii\ ~:i ·-"'-''-+--------+-----"CU.-f--+- 3'--0" BED PLATFORM 1"=1'-0" 6 / I . \ !'i '.I\ ,.------BUILT-IN HEAD BOARD ~----MATRESS (N.I.C.) CONT, HARD WO, TRIM AROUND OUTER EDGE PROVIDE BLOCKING AS REQUIRED--~ ~--DRAWER. TYP.OF3 PER BED --------------· -------------- ·~--~--1 '. '_., I• :..c~ " BED PLATFORM 7 t-.... --.... ...,.-,~ / -~ ,----------+ ,1---PLASTIC lAMfNATE FINISH I PANEL I ,~ ---MATRESS(N.I.C.) I I I ,.. ,,.,. / / ., I ,:,,,_.,. .,.._ ~-~· ,-,/f---,>--CONTINUOUS HARD WOOD ---~··· /_..., -~ TRtM f' .,.,/ .V _,,./ ./ / ..... l, N ··-----------~.--___....--· --.------' ------. 13:~ION DATE: D4MJ2005 JOB NUMBER; 01142 BED PLATFORM FULL 8 4 ., . . I ,.:, ,,_, ., t: ,. DRAWING NUMBER DWG 440-6 45of95 Architects ~--TH!N LOAD BEA.RrNG DfRECT BOM) MEMBRANE JOBNUMBER: otM2 RANCHO CUCAMONGA • FOLSOM· EMERYYILLE SOU'IHERNCALIFORNIA V'rrginio Dam Tower 10470 foorl,;M Boulevard Rancho Cucamonga Ca/;/'omia 91730-3754 tel: 909-987-0909 fax: 909-980-99B0 co • BASE 1 0 z i ! ~-. ~. i ! .... . ! ~ ---f+!I.,.; .. '\-· ----WOOD FRAMING, SEE r! ./ STRUCTURAL DRAWINGS ., ::: .. 1-----EXTERIORPLASTEROVER r'··'""."'.---:::,,.,-,."l,i"[ : •; METAL lJ\TH ANO BUILDING ···--·----.-~----t., .• ' ___ ... -....,._ ,t,,,' .~-: PAPER ~---· ···--... .,, ... ... ,,• ~. .~::,-::::. __ :;~t'·:J_.,,-,~--DRIP MOLDING@ HEAD "f-----BACKER ROD & SEAU\NT ' ,._ ____ STEEL LOUVER WI 50% FREE r-,.....__ AREAANOBIRDSCREEN, I ~ PAINTED n n NOTE: FOR OUCTIYORK CONNECTION. SEE MECH. DRAWINGS. LOUVER 3"=1'-0" 2 • 'v ACOUSTICAL INSULATION _j NOTE: NY nfl HEADCONOfTIONSHOWN'5 .; ----- 1 llt.1-,,,.,--,=Jtll'• ALSO TVPICAL AT EACH JAMS OF SHOWEREIIITRY------:1 ~· · ·· · I : . : ~~--4:_ A~. : : ~ ' I I I ' I '·~-------·~.; ~--2XFRAM!NG I,/' _,,-,---ACOlJSTICAL INSULATION HOI _,,---CERAMIC TILE F!NISI-I V ~--METAL lJ\TH OVER 30# FELT@ .. V .. ALLWALLS.ANDCE!UNGS ' ~--MOIS1'l.lRE RESISTANT V GYPSUMBOAROOIIERFELT ,---3'4" RADIUS. TYPICAL.--'-- FLOOR DRAIN---, ~.,~-:. ~ ... , .· e.· 1 I ., . • .:· .. ~ :t..:, ·;, .• .:y. ;. ' •• - ~ ~ ~ l .L"" ... =,_ ·-""·""· ?~:->-~ C 0 ·- ·-LL "'O co ..a 00 -!,,_ co (_) CONSULTANT -C: E t::'. ct! a. 0 ,._ LL "'O ct! .0 (I) ,:: ct! () "'O ct! 0 0:: (l) LL<( $() C: -ct! "'O (/) ct! 0~ ..c,:: (.) ct! ~() 0:: ........ ........ /\. ADDENDUM No. 2 £.ll 03/21/07 KC. CONFORMED NO DATE BY DESCRIPTION REVISIONS .. DATE: 06f30/2009 SCALE: AS NOTED PROJECTNUMBER: 04142,00 P.E.Z£1m_ EXP.~ DATE REVlE\1/'ED BY• INSPECTOR SHEET DESfGNATfON: DATE A-8.3 ~-REINFORCING ---CONCRE.tE CUM NOTE: CARLSBAD FIRE STATION.No. 6 REDUCE HEIGHTO~ CONC;CURB AT SHOWER EIIITRANCE T04" ABOVE FINISH FLOOR ---J SHOWER SECTION 1 112-=1·-o-4 DETAILS OWN. BY: KC CHKD BY! -7,1\\-;N-RVWO BY: KN -, , ____ _ ' ' ,. ' '· .. _ ' ' ' ·,-.· ' ! I .. DRAWING NUMBa:l DRAWING NUMBER DRAWING NUMBER DRAWING NUMm:R DRAWING NUMsa:l DRAW1NG NUMB1:R DWG 440-.6 46of95 l _____________ SARO PROQUCTS_ • _t.Evv HOPE, MINNES(JlA • SAfCO.PROOlJCTS • NEVIi HOPE, MINNESOTA -~f/H,AIIIRf Ntlt,1BEA-8553,-----·-:, SAfOO-PROQIJCTS • N8N 1-iCFE. MINNESOTA F8lRCER ~MR'!' NUMBER 655a ----------------SAFClJ.~TS • ,NEW 1-fOPE, MINM£50TA ----------------- FEIJflOER ~i::,fll Ml:JM0EA 8653. ._.._ ............ ·-·-----,.,---111111~--~~ ·---· ---- .· . , ,, . . . , ·, e ' " i •• /--STONEVENEEROYERME'Ti'll ii '. , ·. L,..-----" LATI-I ANO BUllrJING PAPER PLYWOOD SHEA.TI-IING, WHE".RE OCCURS ., . 2 X WOOD FRAMING l! : >-j_-----CORNER TRIM ~ECE :: .. ' " / A:. TOP AND SIDE ---WRAP BUILDING PAPER OVER TOPP\ATE ---18"WIOE STONE PEAKE[) WALL CAP OVER MORTAR BED OVER SCRATCH ~--CONTINUOUS SEALANT ANO BACKER ROD, TYF'ICA1. ·:A· . .. ,. ..... . . o/ .. • • . . 4. ...... .-+12'..0-~.F.sU-~ 2 X WOOD FRAMING PLYWOOD SHEATHfrfao WHERE OCCURS .... I . . : .... • I •'. I __,,.,..,,.---STONE VENEER OVER METAL ii ~ . : ~ LATH AND BUILDING PAPER H ·;, " 1-·:1,.. B:BOTTOM OPENING AT STONE VENEER 11/2"=1'-0" 21 ,. • ' • • .. · •· 0 16" WIDE STONE PEAKED WALL CAP OVER MORTAR BEO OVER SCRA.TCH ~--ELASTOMERIC MEMBRANE _,,f' WATERPROOFING ·. // 1 BUILDING PAPER OVER TOP , ~• ·:yZ: /·· . ,; . ; ;LATE "!" d . 4. .., .• ,• • !:I --• • ' ,, ......................... ,. ···•····-· ........................................ , ... ,, ............ ,. ;,. -· .. •.~'·::·-._..,--.~-,.:t..· ✓.-•• , • .: •• ~ ... ·,·.~-~~ ., •--:·::: : ... .s 4 X 6 WOOD TRtM R8JROER. IW"PiFJT NUMBER 6553 ---- - -. ------== --; awww.-tr'.-r••uw_____...._ ----~--~-----------................ {. -- I ,. I/ l'RE-CQ'\TEO GALVANIZED METALCOPPNG METAL CLEAT ---WOOD NAILER -_____ T.'?.:,_ PLATE+ . METAL COPING @ STUD WALL 3"=1'-0" 17 VERIFY ' .,- _ __,__ PRE-COATED GALVANIZED METAL COPING ~--1--METAL CLEAT -1 -1--WOOD NAILER ·,... . . ' . < • -~ ··, • ,--2X ROOF RAF I ERS, SEE STRUCTURAL DRAWINGS CONCRETE ROOF TILE ROOl'lNG FE!. T t.JNDERLAYMENI" OVER PL VWCJO[) SHEATHING ~-2 X 4 BLOCKING I ---,~ ... ,. . ~ .. · '1 /~!~ if; 13~~ l \ _ 1 ) I\ 2'-0° , __ -\_ \ '-"FIBER CEMENT PANEL/ 14A A-8.4 - ~-CONT. 0.r MOLD AND SEALANT '------EX'!'ERTIDR PLASTER OVER METAL LATI-I ANO BUILDING PAPER r..........__ __ -INSULATION ..._ ----PLYWOOD SHEATI-IING ·---·-~----·-,.., .. ,_ ---,.,,_ .. ,--------------------4Xl'OPP\ATE.l"AINT EXPOSED SIDE RAT ~K INSULATION CONCRETE ROOF TII.E GYPSUM BOARO ' .. · .. , ~· .. I/ I, I/ / /Kh'~ ' ' .. . la / / -----"-,2\ _ ~ . ROOl'lNG FELT UNOERLAYMENT OVER PLYWOOD SHEATHING CONT. 0 ,r MDLDANDS&\I.ANT ,---!·?·M . .J-. .,_ / -----er ✓ . --- I//, -Cl . . ' ' -··"""') ~. --~--, --~ , : l00 · .. ·~ > • /ff',, 1 !,.::.':-~ •: ·.;-:: BLOCKIN I/ · 1 I •,, 2 2\ J . •, '>. ', ~l=:.,c=,,_~~;:\~~4~'-0'~-=---~ -~~~! 1 \, ---✓ -FIBER CEMENT PANEL '----2X ROOF RAFTERS, SEE \ STRUCTURAL DRAWINGS '----·4 X4 WOOD TRIM BEYOND, SEE REFLECTED CEIUNG --.:::,:,,_~--PLAN FOR LOCATION ----------2 X 6WOOD TRIM --------EX'!'ERTIOR PlASTER OVER METAL LATH AND BUILDING PAPER OVER C.M.U. WALL ------CONT. 0.r MOLD ""'"""""' [! ., il l?, t.V ' ti H i---------lEX"'11-,,ERRl!lJR: Pt.AS"f"E'R OYER MTL LATH AND BLOG. ~ C.M.U. WALL co,,rr, BIACKER ROD AND SEALANT Ii - ----- -VARIES J,. "' 'i 'f' !.J' ( .,_ _______ SPRINGlOCK A.ASHING ~l~~!'I-: +-------PLYWOOD ; . i :: [l;·,,f ~--------ROOF RETURN l}1;.;i ~--CONT.CANT STRIP {t fi ~ ---Bl.ffl.T-UP ROOFJNG H rr t:i i · t} ': ,l ~~~ · ... i!::····~ "'Ii...'('/ ' [.}11, ' .• '. , '. "f" / __ -__ -,..,:..: ,, _ ____z__·;,:..' ,:_:·· .. : ------, , ,---.··· --F .. ✓ .•... ··-.... ;~....,... ,. f----------2X FRAMlrfao SEE STRtJC'T\JRAL DRAWINGS RAKE @ STUD WALL 1"=1'·0" 13 EAVE@ C.MoUo WALL 111:-11...()11 9 STUD WALL TO FLAT ROOF 5 .. . ,' ... .. . . .. .. . . . . '" ------CONCRETE TILE ROOFING ----~---RAKE TILE I· -, V .,.· .,,;._..·-----ROOFING FELT t-,., UNDERLAYMENT. EX'!'E!IID MIN.u,;,.:::, 1•0VERMAILBOARO ~· . / ;I--. / ~ --.._ ____ 1X NAIL BOARD /-------~--~llf::..~====2 X BLOCKING /2\.I _ \. .:,x 12FASC1A'\. /\ \ / 2X4.BLOCl<ING-V2\ ..... · ··········· ·· ·~ v-J ~~~~;'!;:~~ERE L......J RAFTERS ' -FIBER CEMENT PANEL ,_, A: RAKE TrLE -----CONCRETE TILE ROOFING -----ROOF FELT UNDERlAYMENT ,------------------GYPSUM BOARD .,,.-----INSULATION ,,,------CONCRETE ROOF TILE " ... ' ' , ... .. . . .., .,,.-----ROOFING FELT UNDERLAYMENT OVER PLYWOOD SHEATHING CONT. 0 .r MOLD AND SEALANT ,,,. •,. !I/Ill .,. ' . I~ . ' __ T.:£:!~!"+ er'---------' . : : ... •.• NOTE, FOR ADDmmw. LADDER INFORMAT!ON SEE DETAIL 6/~ +------'0:.:1'!'.c:c.;N.c.lNG:.::..:Wl=DTH"-'----'i'! .,,...--SINGLE LEAF ROOF HATCH • ., _\ \' ···.•. l) ~ I ,\ ~ I Y.> @ o I ... ROOFING RETURN ~x; ._ I I . ii I I 0\/ERPLYWOODSHEATHING l==,.,,===!;J ------2X ROOF RAFTERS, SEE \BLOC: J \ 4 '-0° I ~~ j f---~+-..,A~· •.)..· -L--trl:i~~i~ ---------1'~:::IP .... ---STRUCTURAL rJRAWINGS METAL EAVE RISER STRIP WITH WEEP HOLES Jf1/_/~ -~·-'---Pf!E,COATED GALVANIZED --, f/ Ji,,-;;; METAL EDGE FlAS~NG AND .. ' .. 9 ;;;. 1-------\->,--\-------' .... ---I'-/ I \ \ \ FIBER CEMENT -;;;NEL -l ~--2X ROOF RAFTERS, SE!; !I __ .l_j__~'----------11✓,,--~UM BOARD ~ STRUCTURAL DRAWINGS ii I V u,r-.::i _sLDF's ,.-. ---. -· -,.,_ ••• ,.,._.. __ , __ , __ ,c;, ""'"· O-• • .. ,,_ .,-,h, TAPERED EOGE STRIP BUPl T-UP ROORNG WALL LINE I MECHANICAL EQUIPMENT CURB CANT STRIP . --~ . ; \ 11, ~--2X FRAMING@ 18"0.C. ~ PERPEND!CULAR TO ROOF FRAMINGo TYi' CRICKET I ii/ !\ ,' BUILT~UP ROOFINC:I ROOF DRAIN UNOERDECK CLAMP, TYP. I != 1. CONTRACTORTOVERIFY CRICKETS TO DRAl!II @MIN 1fZ' PER FOOT 2. Pl. VWOOD CRICKET TI-IICKNESS TO MATCH ROOF SHEATHING 3. REFER TO STRUCTURAL DRAWINGS FOR ROOF SUPPORTS 1"=1'-0" 2·-0· ROOFING OVER PLYWOOD CRICKET, SEE--., f \ ' i 1 ·k ''ts " V ~ ' i \ L ,, . ;, Ir"' [if . ... ·• ,, .. ti-; r.:-;;;:;.~l'--- STONE VENEER OVER MORTER BED OVER SCRATCH COAT A!IID BUILDING PAl'!'R / , V/1-J. CONT.METALCLIP V x' r. ~4 BLty<IN½, 2\ . ···•· ...... , ..... /' /, • ... 1/u r:::>' r-----..... 4 X 4 WOOD TRIM BEYONO, ~ I SE!a.REFLECl'EO.CEll,JNG __ 1 _____ 1~=!:_7"~tr1:' ==========t===~~~~~::i-P\AN FOR LOCATION PRE,MANUF. I ------INSULAT!ON ALUMINUM LADDER I : WITH TELESCOPIN( 2x BLOCKING, TYP DRA!N PIPES, SEPARATE LINES, SEE PLUMBING DRAWINGS '; 1 '·· -o PI.VWOOD SHEATI-IING OVER i! -.;· -. .. WOOD FRAMING. SEE ~ STRUCTURAL DRAWINGS Lti .:. ~ J.i I_.;; ·,a A ITT ,:· • ..... JOBN--- STONE WALL CAP @STUD WALL 3"=1'-0-22 C.M.U. WALL =- METAL COPING @ C.M.U. WALL 3"=1'-0" 18 1---------SPRINGLOCK FLASHING /---------ROOFRETUR!II ~--CONT. CANT STRIP ---BUil T-UP ROOFING ,7 j ' ,--_, -~---LINE f..J.14FASCIAWHME: OCCURS@2 X 12 ROOF RAFTERS FIBER CEMENT PANEL Rl.EICSI N\M!et >C1X1B-DZ! B: EAVE FLASHING JOB- / ' / ' / ' I\, I/ TILE RAKE / RAKE FLASHING 1 112"=1'-0" 14 J t ··.:· EXTERIOR PLASTER OVER r;,' .:--. ,, 1-. METALLATHANOBUILOING . ,[ 1),:--_._..,,, I, · rnrc~ J 1 • "-:, CONT. • .r MOLD r;.; I~·• fl l .. ~: SEALANT I.ii,. 1 ;., ~ --· ---CONT. T METAL FLASHING ~. fi' GALV. u 11: . ____ . _--..)'~==== 2 X 6 BLOCKING ~I . ~ ) ~~c---::--GALV. METAL FLASHING " ,, - i~ \ , / cl " I). tiJ _,I ~ r, ' r-CONCRETE ROOF TILE /· ..... ·, ·. :·_,.': . .''~• .. ·.:· ... :· .. --· .... -~----•:•:'·,:··•:'·· ' :·: .... :-.·~···\'_· .. . . . •, . ·. .. ... · .l:rj·, .• ·; ·. ·: -~ . . . ----___ ..... ..._ • ·• ,.:\ •• • ,..__ ; ..... r '/ ..• ·;.~::.,." ·• ...•. ;: •. ;J ... ;;.."' ••r•r• ••--r·••· · '-Vl/00D BATTEN ·.r-----__ EX'!'ERTIOR P\ASTER OVER I I J SAFETY POST METAL LATH ANO BUILDING ......, PAPER o, ---~--PLYWOOD SHEATI-IING JOBN~ EAVE@ STUD WALL 1·=11-0" 10 ROOF HATCH 1"=1'-0" 6 ,. ' . ; . .~ ··, .. -"--CONCRETE ROOF TILE --4X TOP PLAT'E --ROOFING FELT UNDERLAYMENT OVER PL VWOQ[) SHEATHING 0 SUPPORT BRACKETS AND ANCHORAGE l'!'R LADDER MANUFACTURER'S REQUIREMENTS _t=7"~·~0~t------------FRAMING u ....... ~. I l-----------PRE-MANUFACTURED ALUMtNUMLADDER o- ........_t-- PL VWCJO[J SHEATHING & ROOF FRAMING, SEE STRUCTURAL OWGS. ..,.,_ ..... ROOF I OVERFLOW DRAIN 1":=:1'-0" 2 • • t -.. i ... ,·.·· ~ h 4-S ' ' I I ,.I_., _,,.---WEI\TI-IERHEAD _,,.,---CONrJUIT _____ 3'~ABOVEROOFPENE'IRA~ _.,,.---SEALANT _.,,.---GAL VAN!ZED METAL HOOD AND DRAW BAND ~---GALVANIZEDMETAL ROOF JACKET FLASHING COMPOUND BASE COLLAR BUILT.UP ROOFING CLAMP TO WOOD FRAMING " 1, ---... 1D ---.........i~t. "µ:::~ '--ROOFING FELT UNOE:RLAVMENT OVER PLYWOOD SHEATI-IING RETURN UP TO WALL l,-o i::,,,.."'----+ -----i----..... -----~---SOLID 4° X8" BLOCKING AT t--------~u~w'._ _____ C::::c---FRAMING, SEE STRUCTURAL I 1 1 DRAWINGS \, > ' > > .. , .. ~r '" ii LIN EXTEN BI\TTE!II l, ...__ __ INSULAT!ON , ,-..,.IQll(il/ ;, L. ------PLVWOODSHEA:1 •'r-_]C::::::,,,...-=:::::::::==~;-;;;~~::::'~,;--_J 1~;1 2X ROOF FRAMING, SEE ;,( STRUCTURAL DRAWINGS --P'l------------2XWALL FRAMING ..... N ....... C.M.U. WALL TO FLAT ROOF 19 . METAL WALL/ ROOF FLASHING 3"=1'-011 15 • RAKE@CoM.Uo WALL 11 · ,W.,,00D TRELLIS DE°[AIL .... "8" ....... " ...... " 6·x1:i-woo~RAM1NG,.~1~: ... ~o I ,In.. "' [\1t'.- 3"=1'-0" 3"=1'-0" ,/ -,. ... 6x12W'OOoeEAMJ--A.1NT~ • > > ' 0 l' ~. •r ftA1•-n.SE"~'CTURAL r~":...• ':-'-. -.. ----. - -~-" .1:~ EX'!'ER!ORP\ASTEROVER , ,,, ,, 1 .. 11:;;v; c"'"'.., ~-1 n ')l ...rrr u -.,.. u ·Jti •-:' ' METALLATHANDBUILDING DRAWINGS ' ' ' • ., K ; 1f, ·~, . . -. PAPER fl ,I .,,.,--2" WOO rs • 1' vi-----\ [ \ 'li' ·;; · . . ·.. .,,..--CONT. ·.rMOtD XI 'V . /\iV x40 [)'!RELL . / i\ \ " I -:;•r,-. .,,.---SEALANT ,, .. /~ / /\ FRAMNG. TYP .• PAINTEO ' 1=-::-::-::-11~.;;t-tt---'.-1-"'1l~i~\_(_ri23w ·-\! !\< -· tt----"-"·--r--'--'-~-L--'--'--::;;::::=._1M'"ffl!CKBENl"VF'lATE, I· •7'-4"A.F,F,"' / \ • ---BATI'ENSTRIP m '.' .,,.---GALV.METALT'FlASHING \\ // . ----:;::? __,,, SEE STRUCTURAL DRAWi~ I -\ ~ • " . // -• r---CONCRETE TILE ROOFING • >; , .•.. ~---2 X 6 BLOCK!NG \/, Q / ~;rr-RODANDS&\LANT, ~ ~-' / : ---RIOGETRIMROOFTILE _ /:.:!. -• _...-,~====:::~:ALLFLASfllNG 0 / \ o· r=RIORPLASTEROVER ~ -• j ' ~--RIOGENAllER \. '-K ---GALV.METALSECONOARV ~ I- .. .. . . -;---------- EACH BRACKET WITH TWO (2) SIMPSON A34 TOP AND BOTTOM. CLIP ANGLE CONNECT ANCHOR TO FLOOR W1TI-I 318" DIA X 2 718" LO!IIG R.H. SLEEVE ANCHOR #SFs.3826, ICBO #13n ACCESS LADDER 1"=1'-0" 7 ' 111 !l " ' ~~----GALVAN!ZEDSTEEL COUNTER ~ FLASHl!IIOWITH PIP!' ctAMP i<il SET IN SEALANT ••.• , "."I PL YWOODSHEA.TI-IING ... ._ ' /, c:;;,:·· . . . . .·~ "llll\, = / , MTl.lATHANDBl.DG.PAPt:;-1"11111 ➔---6x6WOOOF'OST,SEE • '• // 1r'------6"=a!ir===r'i!1' =...d--f---,f--~" . ,, STRUCTURALDRAWINGS ~--ROOFINGFELT / -( l,I ---~ONCRETEALLFLAS=FTILE H.S.S.S-xS-:,c .,, I\. 'I,, r / ll-l:S.S.5x5x I' I· r--f--PLYWOODSHEA.TI-llNG, _.POST ..._ INTERIOR.FIN!SHoSEEFINISH UNDERLAYMENT J ff :· /_ 3/S"COLUMN---11 : 'l :l, TYi'. < l'LYWOOD '-4 ' SCHEDULE ...---PLYWOODSHEATHl!fil .I/ i] .;·.·~··:_. :·/··1,. \HAPE02X : ~ SHEATHING·--111-HB(~HH l"i"--PLYWOOOSHEA.Tl-l!NG I' \ " ~ t"·""'. . i .' ... : . -.. ,.-_,\··.f OVERPLYWOODSHEATHtNG ~·~--;;,; .. . ~ lfi!\~---.. J~·.,_.~ -· .. -,-!!!:: . ·., .,. ' ,.. ~. -=:. . "<7 H :' . ·• ..... , ""-' /··~ .. ~WOOD;~•~ : : , * ._ ' ~•7'-4°A.F.F.~: =g . ~~~~~s:~~~ 4" --~\ :~ ~ff • '-/ >, I I ,X • ·· FORAODmONAL ~ f-. '--' !, ~ t ----~ .;,,·,:' :' )( ; ft) INFORMATION.SEE. , , , . NSJON' ... "......_ '_PRE-CASTCONC.Stll I"\ I . ·•,;if,o,,o,!;·, __ .;,. S'IRUCTURALDETAIL STR> !P,TYP;\ "-.."\. / : <~ ~ 15,IS.8.3 < -STONE VENEER. TYP. 0 \ :-~ I ' CONCRETE - - ' ' ' ' I l I I I I I I I I I I JOBNUMIIER: - CONDUIT AT ROOF 1-=1·-o· 3 !,, ' ..... --~-----. !.o • ...___l ., ..• .,,."L":::··. ·,~----·-----.. j .. ; l i ',,; ; ''" = ......... lifr: ! l!i\1:, !l!l\111; I t I !I ii ii u" i ; : ii, SEALANT GALVANIZED STEEL COUNTER FLASHING WITH PIPE CLAMP SET !N SEALANT GALVANIZED STEEi. PIPE ROOF JACK, SIZED FOR PIP!' FLASHING COMf'OUN[) !ROOFING 0\/ERPI.YWOOO j SHEATHING . : .. ·.·.·--~~·:·· .·.······,'··-............ --·---· ··•·· I J -.-·-~- Architects RANCHO CUCAMONGA -FOL</OM-EMERYYJLLE SOUTHERN CALIFORNIA Vrrginio Dore TO"Ner 10470 Footltfll Boulevard Roncho Cucamonga Califomlo 91730-3754 tel: 909-987-0909 fox: 909-980-99B0 (.0 • 0 z C 0 --LL "'C ro ..c en -,._ co (_) CONSULTANT -C Q.) .§ ro a. Q) 0 ~ O-u. °'C ro .c Cl) ... ro () ....... ........ & 0312't/07 KC ADDENDUM No. 2 00/07 CONFORMED .. NO DATE BY DESCRIPTION REVISIONS DATE: 06/3012009 SCALE: AS NOTED PROJECT NUMBER: 04142.00 BUILT" Z-Z6-/t' P.E. 'Z8l7& ~XP.3-3/•/t' DATE REVJ[l,/[D BY, INSPECTOR SHEET DESIGNATION: DATE A-8.4 AD I SHEETS I 95 I 11· :-,-.'-I ~sHAPE03XWOOO, TY!'. , JIDEWALK7 'lo!J,0cl,L,LJ,~~·-_...,.,.:., •''i.____ ' '. :'t m'i.' I , p.,_ _ __,...,.....,...J!-='tt" •. ,· r r ' V "< ;~,, r1--t----2::== ' I I '"W~f\ CONT. ROD AND SEALANT, ~ • . . • •.' . ' . .. .. • • • • • . .• .. " liL ~~~~ r ' \ i i j \ CARLSBAD FIRE STATION No. 6 l.[[;' --· -·-------:2'("WOQO-FRAMING,SEE--·· STRUCTURAL DRAWINGS ...; ~. : ~ ii -----INSULATION -· > , ' -............... • . DETAILS 1 .:l--, EACHSIOEOFH.s.s.cotu·...,-,.,.,OOTING. , · ~.-,:_.,· ,~~ .. ··,~.~~-, 1~: ~-·-.. ~: : l= FORADDmONAL ..~~iii .•-::·, SEESTRUCT. _, ; .. .=,,,::-.:::, ,==,., .. _. .. , ; INFORMATION,SEEOETAILS, ~ UCTURALDRAW!!IIGS lPENIPIK -OPENING rm.~ .wi~•AMC~~ffi I lt."""'81:.:.=::·:_=·:::~=~:.;.:~=·=·:.-_-_·_i_·· __ :_·-==:.:"""":.:•~i=!·~_~..: .. 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PR~~~1NO, 1· DR~:;:~0~ -· -r -~' - -. ::-:-~ _,ll--- DRAWING NUMBER 5AFCO PR□□ucra i l'EW H□FIE, MINf:,IESCITA -----------~RDal 13,'( PART NJ,.JMBEa 6553. ",_ . .....,_ -----~llflll~Plll ■rt11ll'IOIIT11lf•111f.-- , I I I I DRAWING NUfy'!BER SAFCO PA□□ucm • NEW HOPI:, f'.1JNtESCITA _______ -----.--~-, --... _ . -AEORCERBYPARTNU/~6553 ~ -~ -~ -.--~ --~_mlltHDilOf-rlllllllHIISLHll---- - DRAWING NUMBER I SAFC0 PRDOIXTS • NEW H□PE. MINNESOTA REOADfR BY PART NUMBEFI 6553 ---rowrlllllBIIEllrl'filJITllliTllllil.------ DRAWING NUMBER SAFCO PRODUCTS· • NEW HOPE, MINf\ESOTA REOROfR BY PART NUMBER 6653 -~=H,llliiQl<toaOfYMliTIIITIIIIL111£~ -----==-----=- DRAWING NUMBER SAFC0 PRODUCTS 1t ,NEW 1-0F'E, MINNESOTA RECRDEA BY PAAT NUMBER 6553 --rvtmtlllrtlfltDl"l'll!l\"QIITffltllllE----------SAFCOPA□DIXTS • tENH AEO~CEA BY PART NUMBER Sl;i; ;': --··JWITlllllEDIE!IFl'IQll'flll ' I~_........ ---i I r, --------------------_---,-_-,,..-----+--------,--,------------,,-------,---,f--------------"Tl-------------+---------.-,--------------------1----_--I.----;._---------------..;...--_ -i . ' , , ' :, ( . '( ' - - - ' - ' AEleREYATICN& IE) EXISTING a.A c;AUG!ii ' (N) NleW MAX MAXIM"1 Ale. AIR CQNDITIONING M!5 MACHIN! eol.T ·Af<CH Al'<CHITECTURAL NT$ NOT TO SCA!.E 61.I< 61.0CI< f't.YUO f't.YWOOD 61.~ 61.0CKING l'<Elt-F REII-FOl'<CING J;lN 6!AM oCHl:D SCI-EDULE 6QT 6QTTOl1 SECT SECTION CJ CONTROi. JOINT e,rp-STANDARD CLG CEILING 611. 6TEEL COL COLUMN &Ti'<UCT 6TRUCTURAL CONO CONCRETE THI< 1141c;I( CONl-1 CONNECTION T ;i, Top I 60TTGt1 CON&TR CONSTRUCTION T.O,P. TOI" OF PAAAFET CONT CONTINIJOU5 T.0.9. TOP OF SHEATHING DIA DIAMETER T.O.&TL TOP OF STEEL DET DETAIL T.O.W. TOP OF UJALL DUO DRAWING T.C. TOPOFca-4CRETE EA EACH T.f'L y TOP OF Ft. Y11100D EL ELl:YATION TYF' TYPICAL EQ EQUAi. UNO. IJNLES$ NOTED FDN FOUNDATION OTHEFIIJl&E i;, FINISH R..OOR YE~ YERTlc;AL R..R R..OOR UV WITH FOC FACE! OF CONcl'<ETI! EUIIF EXPANDED ILELPED F01' FACI! OF 6LOc;K WIRE FA6RIC . FCW FACI! OF UJALL WCJ UJALI. CONTROL JOINT FTG FOOTING -I ---[ 1 - ' ' NAILING SCHEDULE ' ' - JOIST OR RAFTEl'<e TO SIDE$ OF STUD EIGHT/&) INCH JOIST& OR LE66····•···'•1f>GI FOR EACH ADDITl<-1'1AL FOUR ( ',) INCHE$ IN PEPTfl Of' JOl&T·•·•"•••··••··•·····l·lf>GI JOIST OR ~ AT ALL 6EAAINC.5 TOI! NAIL& !ACH &IDl!!··················2·1N CEILING JOl6T&, LAP& OYER PARTITION$ FACE NAIL .............................. ~ ............... , .. J&d CEILING JOl5T5 To PARALLEL RAFTER& FACI! NAIL ........................... ~..: ............ .3 .. 1&d 61.0CKING 61:TILEEN JOl5T5 AND RAFTEI'<$ TO JOl5T OR RAFTE~, TOI! NAIL&, EACH SIDI!, EACH END······"···········3·1ls:1 TO JOIST OR RAFTER 6EAAINl;,5, TOE NAIL&, EACH SIDE·••··············)•ea 6LOc;KING 13ETILEEN 5TUD5 EACH END········2·1N TOI! NAIL& ' . . OR····~···2·11!>GI 6RIOOING TO JOIST, TOI! NAIL EACH END···2·1ls:1 $Olli Pl.ATE TO JOIST Ol'l 61.0CKING FACI! 'N.AIL•· .. •• ...................... ,. .............. \6d AT 16,' O.Q. TOP Ft.ATE TO STUD, ENP NAll.•···········2·11!>GI e,rup TO &ol..E Pl.ATE, TOE NAIL···········-4·1ls:1 DOU6LEP STUDS, FACI! NAIL·•·············l6GI AT 24' O.C. TOF' Ft.A TE&, LAP$ AND INTERSECTION&, FACE NAIL··· ···············; ••••••••• 2.Jfocl DO\J61.E TOF' f't.ATED, FACE NAll.•••···•····11>GI AT IE,' O.C. i:!UILT UF' CORNER 5TUDS,··················11>GI AT 24' 0.C. Rle!50N$ TO STUD& , ON! (\) INCH Rll:360N5•·······•········2·ed T1JJO 12) INCl-l 1'<1660N&·····••,•·········2•11!>GI CONTINUOUS HEADER. T1JJO PIECE&········••ll!>GI AT It,' O.C. . -ALONGEAEDGE CONTINUOU$ HEADER TO &TUP, . TOE! NAIL5············'·············•·4·1ls:1 I' 6RACl:5 TO EACH 5TUP AND Pl.AT!!, FACE 'N.AIL•···· ............. .;. .......... -:-.................. 2 .. &r:::1 i:!UILT UF' Gl~ER AND 6EAM5·············•2N AT 32' O.C. AT -. ' -. TOP AND 60TTOM ANp &TAOOl;l'<EP 2·2N AT END$ AND AT !ACH &Ft.IC!!, 2• lfocl AT , EACH 61:AAING MEM6ER5 TO RECEIVE 2N eHALL 6E PRE·DRILLED PRIOR TO NAIL APPLICATION. 6FECIAL IN6FECTION PROVIDE 'SPECIAL IN&PECTION' IN ACCO~ANCI! ~Tl-I SECTION 1111'1 OF_ THI! !JslFO~ i:!UILDING CODE FOR THJ! FOLLOWING ITEM&, SOIL$ COMPLIANCI! PRIOR TO FOUNDATION IN&PECTION &TRUCTURAL CONCRETE QYER 2!!'>""f'S,I eHOP AND FIELP ILELDING H141l·6TRENG114 60LT& i. EXPANSION/EPOXY ANCHoR5 $TRUCTURAL MASCNRY . MA6ONRY NOTE6 l ALL MASONRY U10R1< &HAI.L CONFOR1 TO THJ! l'al9& EDITION OF THE CALIFO~IA i:!UILDING CODE AND TITLJ! 2', CCR, SECTION 21A. 2. MASONRY UNIT& eHAI.L 61! OF e,1:zee, SHOUN ON Al'<CHITECTURAL DRAWING.$ AND/OR CALLED FOR IN SPEc:5. AND CONFO~ TO A.5.TM. (C•'ale>I, GRADI! 'N·I' Ml=DIU1WEIGHT OPEN END 6LOCl<5 WITH MAXIM"1 LINl!AA , &Hl'<INl<AGoll OF < II' £>1!> •U ' 3, MORrAR MIX eHALL 61! TYF'E $ cct1P051:D OF ONE PA~~. LANI) CEMENT AND 2·1/4 TO 3 PARTe eANP, eA&EP ON DRY LOO&I! VOLUME!, AND NOT LE$$ 114AN IV',) PART NO MORE THAN <112) PAM LIME. MORTAR eHAI.I. 61! 1-P5I • 2e DAY& MINIM\X NO PLASTIC CEMENT &HAI.I. 61! IJ&EP. ' 4. GROUT MIX $HALL eJ! COMPOSl=P OF ONE! PART PORTLAND e.. "· ,. e. 1- CEMENT TO 2·1/', TO) PART$ &AND AND 1 TO 2 PART& F'EA Gl'<AYEL AND NO MORE THAN 11111' PART HYDAATEP LIME OR LIME FUTTY.C.ROUT 51-!ALL 6li 2(Z)l!Xl) PSI • 2& DAY&,. MAXI~ 1-Elc;MT OF ~ LIFT el-lAI..I. Ill! 2'·fl1'. IF Hic;M LIFT ~Tll-G I& U5EP • PROCES& APPROYAI. Wrtll THE f'1'10Jl:c;T AFCHl1Ec;T, TO ENSiJfll c;Qfl.lANC:11 WITII ua.c. PRIOR TO c:cNSTRUC:TION. APPROYAI. el-lAI..I. 131: iaj;QJll<l:P ~ Hlc;M LFT ~Ta.:;. PROVIDI! CLEANOUT OPENING$ AT 6QTTGt1 OF AI.L YERTICAI.L Y GROUTED CE1-L& IF c.ROUT LIFT EXCEED& 2'·(Z)'. ALL l'<EINFOl'<CING 51-!ALL HAYE A MINIM\IH COYERAGE OF 11.i' c.ROUT. . 6QLT5 ~LL 611 SET IUl114 TEMF't.ATE$ AND c.ROUTlaP ~Tl-I I' OF GROUT 13ETILEEN i:,oL T AND MA&oNRY. ' NO PIPE& OR DUCT$ SHALL 6E Pl.ACED IN MA&oNRY UJALL& UNI.ES& SPECIFICALLY NOTEP OR DETAILED IN STRUCTURAL DRAWING ALL VERTICAL REII-FOl'<CING IN MA60Nl'<'T' UJALJ.5 NOT RETAINING EARTH eHALL SE LOCATED IN THE CENTER OF THE UJALL, UNL!a55_ OTHJ!~ISE NOTEP ON PLAN. Ill). REINFOl'<CING &HALI. 6E EIECUREL Y HELP AND 6RACl:D IN Ft.ACE TO PREVENT MOVEMENT Ul41LE Pl.ACING MASCNRY AND c.ROUTING. ' 11. &ol..lP GROUT ALL CELL& OF HOJ.LOW CORE MASCNRY UNIT&. 12. THE COMPRE651Yl! i!oTRENGTH OF MAE:>ONRT" &HALL eJ! Fm'• 15-l!Xl) pe,1. . • . ' i I:!}. &ANDE:31.AST ALL CONCRET!l. AeUTTING &T!s!JCTUAAJ. MASCNRY. I',, ALL MASONRY U10R1< SHALL 61! &PECIAL IN$FEC1EP. . I . -. I&, ALL MA60Nl'<'T' I.NIT$ SHALL eJ! PLACED RUNNING 60NC) PATTE~ USE OPEN·l;ND UNIT$ . IM:R!i POS511:1LE. I&. OPEN·ENP J:ILOc;K UNIT, 5HALL !:IE USED FOR HICi!H·LIFT GROUTING. . , ~ - 11. E!LECTl'<ICAL CONDUIT -J.L 6E RUN YERTICALL Y IN MASONRY UJALL&.. HOl'<IZONT AL laJ.ECTRICAL CONDUIT IN MASONRY UJALJ.5 15 NOT PER11TTEP. I&. REeAR SIZE! NO. 5 AND LAFbER RESISTING TENSILE 5TRE5$ SHALL 6E 5F'I.ICED 6Y ILELDING C::R l:ll" APPROVl=P MECHANICAL CONNECTION. 11. TESTING REQUIREMENT& PER 21,i,e,A MASONRY CORI! TESTING PER SECTION 21(l)f,A.3J ' . .. ! . 211'. CONCFIETE MASCNRY UNIT SHALL NOT 61! ILETTEP UNLE&5 &PECIFICALL Y APPROYED -. ·- -,--:: >-. ' I ... ,,. ' --;--... ·--T -------·:---.. ,-··--·---,· !'" ___ _ ' ! i' ' ' ,- LUM6ER ~ ALL 5T!s!JCTUAAL LUMl3ER 51-!ALL 6! C.AADEP IN ACCORDANCE! WITH THE 'c.RADING AND DRESSING RULE$ No. le. OF THE! ILE&T COAST LLM61:Ft1AN'5 A560CIATION.' 2. ALL WOOD 6!Al'<ING ON CONCRETI! OR MA&ONl'<Y WITHIN -4'rll' Fl'<OM GRADEi SHALL l:IEi PRE65URE TREATED DOUGLAS FIR. 3, HOJ.E& FOR ElOI,. T5 eHAI.I. 61! 60REP WITI-I A 61T (1~2• TO I/le.') ~R THAN THE NOMINAL 60LT DIAMETER. ',. 5T!s!JCTIJRAI. MEMl:IEl'<5 51-!AJ.L NOT Elli CUT FOR PIPE&, laTC. UNLE5$ &PECIFICALLY NOTED OR DETAILED. !>. PROVIDE! 2X 50!.IP 6LOCl<ING 61:TILEl:N Jol6T9 OR RAFTER& TO ALL EllJF'PORT&,. &. PROVIDI! 50LIP 61.00,JNG OR CRO&&·l:ll'<IDGING AT 9'rll' OC. MAXIMUM FOR ALL FLOOR JOl&T9 OYER ( ',') Di=J.F' AND AT l(l)'(l)' OC. MAXIMIJH FOR ALL RAFTEl'<e OYER I&') DEEP. LOCATE Fll'16T 6L0c;K AT MIDSPAN 1. ALL &T!s!JCTURAL Pl. Y1IIOOD SHALL 1:111 i!oTF<UCTUAAL I GRADE WITH EXTERIOR GI.LIE CONFOR"IING TO pe, 1·9&. e. IN HORIZONTAL Ft. Y1JJOOD SHEATHING, NO PANEL SHALL SE LE&$ THAN 24 INCHE9 WIDJ.. IN YE~ICAL Ft. YWOOD &HEATHINO, NO PANEL ~LL eJ! LES& THAN 12 INCi-iE& WIDE 1-AJ.L ElOL. re 6EARING ON WOOD $HALL HAYE 5TANDARD CUT WASHER$ UNDER HEAD AND NUT, UNI.ES& NOTEP OTHE~ISE!. lrll. Al.I. JOIST HANGER& $HALL 1:1! '51MPSON' OR APPROYEP EQUAL AND $HALL MATCH SUPPORTl:D MEMl:IER &IZI! UNJ.E&S OTHE:~151! eHOWN ON DRAWING&.. THJ!Y SHAJ.L Elli INl!oT ALLlaP FOR MAXIMIJH AA TEP LOAD$. IL PROVIDE! 2X FIFI, PROVIDE 2X FIi'<!! STOP& IN ALL FUl'<REP 5F'ACE9, VERTICAL AND HORIZONTAL. 12. ALL 5Tl'<UCTURAL LIJ113ER eHALL 611 DOI.IGJ.A5 FIR OF THEI FOLLOWING GRADE& UNI.E55 OTHE~ISJi NOTlaP• l!oTUP, Ft.ATE$ ANP l:ILOCl<INc.---..NO. I 6EAM5 AND 6~1'<5 -ENS!! NO. I POST& AND MULLION& aEL &TRIJ JOISTS AND RAFTEl'16 /2)<6 AND LAi.s::.E~'------"'"•0. I /2X', ANP 3X',l Nn. 1 6EAM5 <LE&& THAN 4' IN WIDTHJ ____ .,,..·,o, I Pl.AN!< AND DEc;KJNG &EL CGt1 511-L f't.AT!a5 PRE65URE TREATED NOJ OR SETTER · 13-. NAILING FOR &I&' AND 3/',' Pl. Y1IIOOD &HALL eJ! IN Ft. YWOOP NAILS, 2•11.i' X -, GAc.1! X ~2' DIAMETER HEAD 6AR6EP E;i-JANI<, 1:QUIY ALENT. 1'4. MACHINE APPLIED NAILING, U6J: OF MACHIN!, NAILINc. 15 6Ui3JECT TO A 5AT19FACTORY Joe&ITE! DEMON&TRATION FOR EACH PROJECT AND THI! APPROY AL l:IY THI! PROJECT Ai'<CHITECT OR ST!s!JCTURAL ENGINEER AND 11415 DIYl&ION OF THE! S,T A TEI Al'<CHITlaCT. THJ! APPR0Y AL 1& 5Uf3JECT TO CONTl!-IJED 5ATl9FACTORY PE~CI!. MACHINE NAIJ.INc. WILL NOT 131! APPROYEP IN !)llfo' Ft. YlJJOOD. IF NAILHEAD& PENl,TAATE THE OUTER Ft. Y MORE THAN WOULP 61! NOl't'IAL FOR A HAND HAMMER OR IF MIN1MlJH ALLOWAl:ILE EOOI! DISTANCES ARI! NOT MAINTAINED, THE F'ERF9Ft1ANCE WIJ.L !:IE DEEMl:D UNSATISFACTORY. 1!1-. ALL NAIL& $HALL 61! COMMON WIRE NAILS. lfo. ALL NAILING E;i-!ALL COMf't. Y WITH TAE:31.la 23A·Jl•e•I OF THJ! 1'=1'=1& EDITION OF THE C.J:I.C. 11. Ft. YWOOD ILl:6 JOIST$ 51-!ALL HAYE Pl. Y1JJOOP ILl:15 PER 'TF<U5 JOIST CORP' PRODUCT OR APPROYEP EQUAL. le. ALL LLM6ER E;i-JAJ.L HAYE! A MAXIM"1 M016TURE CONTENT OF I'='~ /DRY> LUH6ER l'a. WHERE JOIST& ARE E!UF'PORTING MECHANICAL EQUIFt1ENT AND Al'<CHITECTURAL FEATUl'<E!5, CON5UI. T MECHANICAL AND Al'<CHITECTURAL DRAWING$ FOR EQUIPMENT AND FEATURE LOAD&.. 211'. PREDRILL HOLE& A& NleEDEP FOR ANY 51ZI! NAIL TO AYOID SF't.lTTING WOOD FRAMING MEH6El'<e. 2l NO SHOT PIN IS ALLOILEP AT CURe& I EDGE OF SLAJ:15 22. RETIGHTEN 60L T$ 61:FORE CLO&ING· IN 2). EXTERIOR U5J! NAIL& SHOUl-P Elli CO~&IYE RESISTANCE 24. NAILER$ ElOL. TED TO &TEEL MEM6Ef<$ eHAI.L 6E MINIM"1 4 FEET LONal PIE!CE5 AND &HALL eJ! CONNECTED WITH A ILELDED STUP OR eoL T & INCHE5 Fl'<OM EACH ENP. 2!1-. TRU65 MANlFACTURER$ eHALL 5U6111T CALCULATION& ANP &HoP DRAWING&, PREPARED !5Y A CALIFO!'<NIA 1-ICENEIEP CIYII. OR STl<LICTURAL a.klilN!eER TO THE ARCHITECT FOR REYIEW FRIOR TO FA6RICATION. LOADING SHALL 61i A5 FOl-J.OW5, DEAD LOAD'---22 FeF !SLOPEP ROOF> LIVE LOAD·---l&Pel' 21!>. 'EACH TF<US5 SHALL SE LEGl6L Y 61'<ANDED, MAl'<KEP OR OTHE~ISE HAYE PEFiMANEN11. Y AFFl><l:P THERETO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET OF THI! CENTER OF THI! &FAN ON THE FACI! Of' THE 60TTGt1 CHo!<P, A) IDENTITY OF 11415 COMPANY MANlFACTURING THE TF<U55 1:1) THE DESIGN LOAD C) THE SPACING OF THI! TF<USSE&.' I I 6TRUCTURAL 6TEEL I. STRUCTURAL STEEL $HALL CONF<:>FM TO A.6.TJ1. A·~ 5PECIFICATION5 AND TO TH! A.1.6.C. 6PECIFICATION5 FOR FA6RICATION AND ERECTION. 2. ALL eoL T5 &HAJ.L CONFO~ TO A.6.TM. A·~ll'1 FOR UNFINl&HEP 60L T&, EXCEPT WHERE &PECIFICALL Y NOTED A5 HIGH 6TRENG114 ElOL. T5 Ul41CH i!oHALL CONFO~ TO A.6.TM. A·32!1-S.C. HOJ.E& FOR 60L re, &HAI.L 6E I/If>' OYER 61:zED, IJNLE55 NOTEP OTHE~ISE ON Pl.AN. 3-. ALL ILELDING SHALL 61! DONE 6Y A CERTIFIED WELDER AND C0NF0FN TO AW.&. &PECIFICA TION&. DIJ FOR 5HIE1-DEP MET AL Al'<C METHOD E1-ECTRODE eHAI.L eJ! Ji1(l)XX. '4. ALL FIELP AND &HOF' ILELPING ANP HIGH &TFsEN<:oTH 60LT IN5TALLATION SHALL 6E &PECIAL IN&PECTED IN ACCORDANCI! WITH THE UJ'C. SECTION 2212.& AND CHAPTER 11 OF THII U.13.C. WEI-DING IN&Pl:CTOR e.HAI.L 61! Alll.S. CE~IFIEP WEI-DING IN&Pl:CTOFI. &. ALL 6TRUCTURAL STEEL SHALL SE FA6RICATEP IN THE &HoF' OF A LICENSED FA6RICATOR AND &HOP DRAWING$ 51-!ALL 61i 9U6MITTEP TO THE 5T!s!JCTURAL ENGINEER THROUGiH THI! Al'<CHITECT FOR REYIEW Pl'<IOR TO FA6RICATION. &. ALL 6TEEL PIPE 51-!ALL CONFOFt1 TO A.&.TJ1. A·!l3 GRADE e AND &TEEL TUSE &HALL C0NF0FN TO A.&.TJ1. A·- GRADE a 1. ALL ANCHoR 60L T& eHAI.L CONFO~ TO A.6.TJ1. A,• &PECIFICATION. ALL HEADED ANCHOR AND ALL•THREAD ROD& IN FOUNDATION SHALL CONFO~ TO A.&.TM. A·-4411 SPECIFICATION. e, PROVIDE! 1(l)(Z)(l) PSI NON·eHRINI< GROUT Li'IDER eASE F'LATE6 PEFI! Ae.111 Clrll'll REINFORCING 6TEEL L eAfil REII-FOl'<CING SHALL CONFO~ TO AS111 A·bl!I-4RADE f>(l) DEF0Ft1ED FOR NO. & AND LAl'iGERo NO. ', AND &MALLER SHALL C0NF<:>FM TO GRADE 4(l). LaNCiilTUDINAL ~11'FOi'!CING e.TEEL IN GRAPE 6EAM5 5UPPORTING &TEEL MOMENT FRAME& $HALL cot-WO~ TO M111 A•7(Z)I, <.RADE! b(!) 2. ILELDEP Wll'<I! ~A6RIC E;i-!ALL CONFO~ TO A5111 A•l!l!I-, FLAT SHEET&.. l<EEF' l'<EINFOl'<CING AT CENTER TO 61.Ae· ON·Gl'<ADE. 3. DETAIL& OF RE~T eHALL 6E IN ACCORDANCI! WITH CHAPTER 1 OF AMERICAN CONCRETE IN5TITUTE ~15 UNI.E65 NOTEP ON THI$ PRAWINc:.. 01'1 PER TITJ.11 24 OCl'I F'A~ 2 ',. LAP eAl'<e IN CONCRETE CONSTRUCTION &HALL 61! IN ACCORDANCE WITH THE SCI-EDULE ON 6HEET &·I OF THJ!SE DRAWING&. LAF' 6Al'<e IN MASONRY CON&Tl'<UCTION SHALL 61!! 4& eAR PIAMETEF<5, 2',' MINIMUH, IJNLE55 NOTEP OTHE~l&E. JAM6 RElt-F. AT UJALL OPENINGS, YERT. CHoRD eAl'<e AT END& AND UJALL INTE!sllECTION5 5HAI.L HAY!! A LAF' OF 12 DIAMETER MINIMUM. '& AND 1.AfiGER REINFOFCINCir eAl'<e E;i-!ALL HAY!! A FUJ.L PENETRATION l:lUTT ILELP AT 6f't.lCE !I-. LAPS OF ILELDED FA61'<1C AT 6f't.lCE5 eHALL NOT 6E LE65 114AN & INCHE&.. fo. REINFORCINCl &TEEL DETAILINO, 6ENDING AND Ft.ACING &HALL 61!! IN ACCORDANCE WITH THE CONCFIETli REII-FOl'<CING 6TEEL JNe.TITUTE 'MANUAL OF STANDARD PRACTICE', LATEST EDITION. 1. e.PACER TIE&, FU~15H ") TIE& AT 24' O.C. IN ALL 6EAM5 AND FOOTINGS, UNI.E65 OTHE~ISE 5HOIIN IN DETAIL&.. e. ALL l'<EINFOl'<CING STEEi-, ANCHoR 60!. T5, DOWEL$ &HALL 6E SECURE!. Y TIEP IN PLACE 6EFORE Ft.ACING CONCRETE OR MASONRY GROUT. 1-ALL MASCNl'<Y 61.0c;K WALL& SHALL 6E DOILELED TO THI! &UPPORTING FOOTING WITH 6A~ OF THE SAME Sl:zE, 4AADE ANP THE &AME! &FACING A& THE VERTICAL 6A~ IN THE WALL&. Ill'. REINFOl'<CING 6TEE1-, TO Elli ILELDEP i!oHALL !:IE A6TM A-1(Z)fo REINFOl'<CING &TEEL AND SE DONE IN CONFOl't'IANCE WITH THE '&TF<UCTURAL !LEI-DING CODE·REINFOl'<CING STEEL' OF THE! AMERICAN WELDING 60CIETY AW$ Dl·-4 l:IY ILELDER& QUALIFIED UNDER THJ! PROCEDURE$ CONTAINED THEl'<EIN. use J.OW HYDl'<OG,l:N ELECTRODES, G!AADEI /E'ale>) FOR GRADE f>(l) REINFOl'<CING l=IAl'<e. SPECIAL INSPECTION 15 REQUIRED FOR ALL FIELD !LEI-DING OF RE6AR. PER 1'='28Al2• T24 CCR PART 2. PREHEAT IS REQUIRED F'ER 'AW$' STANDARD. IL &UeMIT REINFOl'<CING. SHOP DRAWING$ FOR REYIEW eY THI! Al'<CHITECT 61:FORE FAeRICATION. 12. PROVIDE THE FOLLOWING MINIMUH CLEAR COYER OF CONCRETI! OYER l'<EII-FOl'<CING STEEL IJNJ.la65 OTHE~ISE NOTED ON Pl.AN, ON EARTH 51DE WHEN Pl.ACED Ac.AIN5T EARTH..J' ON EARTH 51DE WHEN FOFt'!EP---2' /111.i' FOR '& t SMALLER> EXTERIOR UJALL STEEL Al:IOYE G!AADI!-2' (I Ii,' FOR '& I &MAI.LEI'<> INTERIOR WALL $TEEL AND 6UPPORTED 51.A13&....3/',' TIEP COLUMN$ /&Tll'<lsUPS) A1:10YE GRADl!--1·112' l:IEAM5 /&TIRF<UP&) A60VI: GRADl!-1·112' ILELDED WIRE FAel'<IC CENTER LIN!, OF 6LA!5 GLUE-LAMINATED LUM6ER I. GLUE·LAMINATEP 6!AM5 SHALL 61 ~!NATION '2-4/'·Y&' FOR CONTINIJOUe OR CANTIJ.EYER 6EAM&, '2-41'•Y4 FOR S11'1'.;1.I! 5F'AN 131:AMl!o, INDUSTRIAL APPEAAANCE! GRADE WHEl'<I! NOT E><POEIEP AND Al'<CHITECTURAL APPEAl'<ANCEI c.!'<ADI! Ul-lERE E><P05ED. 2. EXTERIOR GLUE 51-!ALL 6E Ll6ED AND 6E PRESl!URE HEATED WHERE LAMINATED 6EAM5 ARE E><POEIEP TO IUEATHEFI. ). EACH PIECE OF &Tf<IJCTURAL GLUE·LAMINATED LUM6ER SHALL 6E &TAMPED WITH AN IDENTIFYING NLM6ER AND $HALL 6E AecoMPANll=P 6Y A CERTIFICA111 OF IN6PECTION A5 REQUIRED IN SECTION 2311>!1-OF THE LINIFOR-11:!UIJ.DING CODI!. '4. INDUSTRIAL APPEARANCE LAMINATED 6EAMEI MAY Elli~ WRAPPED. Al'CHITECTUAAL APPEARANCE LAMINATED elEAMS SHALL 61 INDMDUALLY II.RAPPED. &. ADEQUATE elRACING &HALL 1911 PROYIDEP DUl'<ING ERECTION. fo. THE LAMINATED elEAM5 SHALL 1911 FU~l&Hl:D AND DETAILED l:IY A LICENSED FAel'<ICATOR 6PECIALIZING IN THIEi TYPE OFWOl<I<. 1. THE FAeRICATOR E;I-IAI.L &Ul:IMIT COMR.ETE SHOP DRAWING& TO THE 6TRUCTURAL a.klilNEER FOR REVIEW PRIOR TO FA6RICATION. e. ALL GI.UE·LAMINATEP 6EAM5 eHALL 6E DOUGLA& FIFI, MOISTURE CONTENT &HALL 6E LE&& THAN 11!>'-. 1-ALI-GJ.UE·LAM FAl:ll'<ICATION &HALL ~ TO 1141!! U.6C. 1~,-4 EDITION. SECTION 23111' ANP 2312.Eo Ill', ~& D&TAIL.@FQR T&N&IQ!i L.AMINATIQ!iO, I GENERAL l THE c.ENl=RAL CONTRACTOR $HALL YERIFT' ALL DIMENSIONS. AND &ITI! CONDITION$ l:IEFOR& 6TARTING UI01sl(;. THEi Al'<CHITECT 6HALL 61! NOTIFIED OF ANY Dl5CREPANCY 6EFORE PROCEEDING W1114 THE UI01sl(;. 2. DIMENSION$ SHALi. TAKE PRECEDENCE OYER 5CALE5 eHOWN ON DRAUIIN<!,5. 3. · ALL UIORI< eHALL CONFOFt1 TO THE! MINIM"1 STANDARD& OF THE 1'=''38 EDITION OF THE CALIFC>RNIA 6UILDING CODI! AND ANY OTHER REOOI.ATION$ OYER ANY PORTION OF THE! WORI<, INCLUDING THE OCCUPATIONAL 5AFE!TY AND HEALTH ADMINl&TAATIOl'>I, AND THO&! Ll&TEP IN THE51! NOTE5 AND SPECIFICATION$. ',, SEE Al'<CHITECTUAAL, ELECTRICAL. AND MECHANICAL DRAWING$ FOR PIT&, TRENCHE5, OPENING.$, DJ.PRE6SION5, ETC. NOT 5HOU.N ON THE &TRUCTURAL DRAWING&. &. THE CONTRACT &TRUCTUAAL DRAWING$ AND 6PECIFICATION5 REPRESENT 114E! FINISHED &TRLICTURI!-THJ!Y DO NOT INDICATI! THI! METHOD OF CONST!s!JCTION. 11-111 CONTRACTOR &HALL PROVIDE ALL MEA6URE5 NECE&$Al'<Y TO PROTECT THE STl<LICTURE DURING CON&T!s!JCTION. &LICH MEASURES &HALL INCLUDE, 6UT NOT eJ! LIMITED TO 6AACING, SHORING FOR LOAD& DUI! TO CON&TRLICTION EQUIFt1ENT, ETC. 066ERYATION Yl61T5 TO THI! &ITI! !:IT TH! STRUCTURAL ENGIN!eER SHALL NOT INCLUDI THE! INSPECTION Of' Tl-Ill Al:IOYE ITEM&.. •· CONTRACTOR SHALL JNYESTIGA TE SITE DUl'<ING cLEAAJNG AND EARTI4UJOF<I< OPERATION$ FOR FILLED E><CAYATION5 OR l:IUl'<IEP STl<LICTURE5 6UCH A5 CESSPOOL&, CISTE~S, FOIJ><DATIONS, ETC. IP ANY SUCH STRUCTURE$ ARI FOUND, &Tf<IJCTURAL AND GEOTECHNICAL ENGINEER 51-!ALL eJ! NOTIFIED IMMEDIATE!. Y. 1. CON5TRUCTION MATERIALS &HALL i911 6PREAD OUT IP PLACED ON FRAMED FLOOR& OR ROOP. LOAD E;i-!ALL NOT E><CEEP THE DESIGN LIVE LOAD PER SGUAl'<li FOOT. PROVIDE ADEGlUA TE 5HORING AND OR l:IAACING WHEFl!EI STl<LICTUl'<I! HA$ NOT ATTAINED DESIGN STRENGTH. e. &PECIAL INSPECTION 15 REQUIRED FOR. euT NOT LIMITED TO, l·ALL ST!s!JCTURAL &TElaL WEI-DING I H.S. ElOL.T IN5TAI.LATIOl'>I. %·ALL &TF<UCTURAL MASONRY CON&Ti'<UCTION. 3·ALL E!XPAN&ION 6QLT INSTALLATION 4·DECJ<: ILELD ING AND SHOT PIN$ S.·&Tl'<UCTUAAL 5TUD ILELDING 6·FIFl!EI PROOFING , · 1·ALL REII-FOF<CEHENT ILELDING &·ca-4CRETJ! eATCl-l Ft.ANT 1-DE61GN LOAD&, WINP LOAD-8rZI MPH, q•• lf>.-4 par p• C. Cq "11 I Ul4ERE C••l31, C<,•1311', l•I.I& SEISMIC LOAD, IIA-lERE Z•rD.',, SOIL TYPE e,. l•I.& ca ■ rt>.-4-4, Na ■ 1.,., Nv•24' TYF'E A <CUCAMON,:!,A FAULT> I l<.ft TO SEISMIC: 60Ui'<CE Ill'. THJ! OllNER SHALL EMF't.OY Tl-Ill ENGINEER OR Al'<CHITECT REl>PONSll:IL.11 FOR THI! i!oT!s!JCTURAL Dla&IGN OR PER&ON DESIGNATED l:IY THEM TO PE~ Yl&UAL STRUCTURAL 066ERYATION OF THI! STRUCTURAL SYSTEM AT Slc.NIFICANT CON&TRUCTION STAG,1:5 AND AT THE COMPLETION OF THE STRUCTURAL 6Y5TEH. Ol:ISERYEP DEFICIENCE5 WILL 6E REPORTE!P TO OWNER. CONTRACT~ 5PECIAL INSPECTOR AND i:!UILDING OFFICIAL IN WRITING. IL 6TRUCTURAL 065ERYATION 15 REQUIRED 6Y TH! a.klilNl=E!R OF RECORD FOR 114!! FIR!! STATION ESSENTIAL SERVICE$ l:IUILDING. FOUNDATION \ TH! NATURAL 5011-CONSIST& OF DEN51! SILTY SANDS., c.AAYEL& AND C066LE&. TH! MAXIMUM ~ AI.LOWA6LI! DESlcr.N SOIL l5EARING Y ALUI! ARE 20011' Pill' FOR I!,' MIN. WIDE! AND I&' MIN. DEEF' CONTINUOS FOOTING AND 2(l)l!Xl) P5F FOR 2',' MIN. IIIIDI! AND I&' MIN. DEEF' FOR 1$0!.ATEP FOOTING$. 3. ALL FOOTING SHALL HAYE A MINIM"1 EM6EDMENT DEPTH OF I&' l:ll=LOW 1141! LOILE&T FINAL ADJACENT ROUGiH PAD GRAD!!, AND THE ALLOWAE:31.1!! 6!ARING YALU!! MAY eJ! INCFIEAEIEP l:IY 2511' PSI' PER FOOT INCREASII Of' DEPTH OR WIDTH TO A MAXIM"1 ALLOWAl:ILE l:IEAl'<ING Y ALLIE OF 3~ PeP. ',. SITE PREPARATION &HALL 61! DONEi IN ACCORDANCE WITH 114E EARTHUJOF<I< 5PECIFICATICN& AND THE f':ECOMMENDATION5 O\lTLIN!eP IN THE SOIL$ INYE&Tlc.ATION REPO~ PREPARED eY, LEIGHTON AND A560CIATE5 1412& TEJ.EPHONI! AYI!. 'I CHINO, CA. '='11111'•;,11rll PROJECT Na. (l)Z(l)f,31·001 DATEP, OCT. 2':1, 2(l)(l)I "· FOOTING EXCAVATION eHAJ.L eJ! IN&PECTED l:IY THI! SOIL ENGIN!eER AND THE! ST!s!JCTURAL a.klilNEER PRIOR TO THI! POURING Of' CONCRETE. •· &Uec.RADE; SOIL$ 5HALL 61! 5CA!'<IFIEP TO A DEPTI4 OF e•, MOl5TURE• CONDITION!eD, AND COMPACTED TO A T 'ale>~ OF MAXIMUl'1 DRY DEN&ITY IN ACCORDANCE WITI-I ASTM p.1;-,1. TH& UPPER 12' OF THI &IJl:IGRADB IN THI! APPARAM ROGt1 AND PAVEMENT AREA& &HAJ.L 6E COMPACTED TO A MINIMUM RELATIVE COMPACTION OF '=I!'>~. 1. SOIL i.l'IDEfiiNEATH FOOTING$ FOR THli PROPOSEP eUIJ.DING SHALL i911 EXCAYATEP AND RECOMPACTED TO A MIN"1UM DEPTI4 OF % FEET 6ELOW THEi 6QTTGt1 OF THI! PROP06EP FOOTING$ OR 2 FEET 6ELOW ,t~ EXISTING ! GRAD!!, Ul41CHEYER 15 DEEPER. THE OYEREXCAVATION ,...,_, RECOMPACTION SHOULD E><TEND A MINIM"1 DISTANCE AWAY FROM THI! FOOTING$ EQUAL TO THE DEPTH Cf' OYERE><CAYATION. THII SOIL 61:LOW THII 51.Ae•ON·GRAD• 51-!0ULP 611 OYERE><CAYATED AND i'<ECOMPACTEP A MINIM"1 OF 2 FEET i ~ ~W~':11Ul4~J~~~~~:A6 OR 2 FEET 6ELOW 114E EXl~TING AFTER COMPLETION FO THE OYEREXCAYATIOl'>I, AND FRIOR TO FILL ; PLACEMENT, Tl-Ill EXFOSEP &URl'ACE$ 5HOUI.P eJ! 5CARIFIEP TO A MINMUM DEPTH! OF & INCHE&, MOl5TU1<la·CONDITION!eP TO, OR Sllq,1-111. T AYOVI!, i OPTIMIJH M016TUF<Ei CONTENT, ANP RECOMPACTEP TO A MINIMI.H 'ale>~ 'I RELATIVE COMPACTION. e. SLAe•ON·GRADE! 5HALL 61!! SUPPORTED ON GAAMJLAR NON•EXPAN51Yl!,I COMPACTED SOIL&. 51.Ae SHALL i9II OYER A LAYER OF 2' Ll41l11. Y MOISTEN!eP !!AND Ft.ACED ON A MINIM\IH Ill) MIL POL YE114YLENI SHEET YAPOR eAAAIER Ft.ACED OYER A LAYER Of' 2' Ll41l11. T MOISTEN!eP SAND. CONCRETE L AI.L CONCl'<ETE &HALL CONFO~ TO THE UNIFOR1 6UIJ.DING COPEi. 2. CEMENT eHALL CONFOfif1 TO A.5.TJ1. IC·l!'>(l)) TYPE! Y 3-. DRYPAc;K &HALL eJ! COMPOSED OF ONI! F'A~ OF PORTLAND CEMENT TO NOT MOl'S THAN THREE! PART& OF SAND. '4. ANCHOR ElOL. T&, DOWEL&, INSERT&, ETC. $HALL 61! &ECUREL Y TIEP IN f't.ACI! PRIOR TO POURING CONCRETE. 9'. ca-4CFIETEI $HALL i911 CUREP l:IY l<EEPING CONTINUOU&L Y WET FOR Ill) DAY& OR !:IT AN APF'RO'v!=P CUl'<ING COMPOUNP. •· REFER TO Al'<CHITECTURAL, MECHANICAL. ELECTl'<ICAL AND PLUM61NG DRAWING$ FOR Mlea;LLANE0\15 ITEM$ TO 1911 CA6T INTO CONCRETE! AND FOR R..OOR DEPRE6510NS., F'IT&,ETC. - - - Cl/CAMONGA ·FOLSOM. EMEllYVJLLE ''"' &, VTHERN CALIFORNIA :;j ! Virninia Dor• Tower .._,,,,; g !10470 Foothill Boulevord t, ;, ., . ·-"Ji Rancho Cucomongo f_;' Colifornio 91730-3754 , .,.: .. !/~::; ;, i,· 1,. ttr td: 909-987-0909 ii :t fax: 909-980-9980 "O ..... (\1 C: 0 (1) 0::: E (I) t:: LL<( [ Jg() (1) C: ft 0 (\1 "O ~ (/) (\1 0~ ·-u. -5 i:::: "O C: (\1 ~ (\1 () (/) 0::: '-~ (3 0 N r-,.. DESCRIPTION REVISIONS BUIL TH _·,,,. ") ..... !NSl'EtT □R DATE 1. MINIM"1 ca-4CRETE COMPRE651YI! 6TRENG,TI4$ AT 2& DAY& eHALL 6E A& FOJ.LOl!-6, SHfiT CITY ' .. F~, CARLSBAD :=::=i::' :::::.!===ENGINEERING DEPARTMENT [siimsl ~ FOUNDATION 311Ji!>rll PSI /$TONI,) SLAe5 ON GRAD!! •""1Z>rZI PSI /$TON!,) 6LA!5 IN APPARATU5 R1-45'(l)(l) PSI !&TON!) SITE CCNcl'<ET!!,---SEI! Al'<CH DILG5 AND SPECIFICATla-ll e, SLAJ:15 ON G!AADE SHALL 61! REINFOl'<CED IUITH ") • 1e·oc EACH WAY UNLE55 &PECIFICALL Y NOTEP. 1-ALL CONCRETE &HALL 1911 NOFMAL WE14HT CONCl'£TI! EXCEPT A& NOTED. "'-ALL 6~ c::cNQi!T! WITH re Cll'<EATEll: TIWI 2-PSI 6HALL HAY!! CONTINUOU5 SPECIAL INSPECTION. I CARLf BAD FIRE ST ' I DWN SY: IDK/NM _ CHKD BY: PT RVWD BY: GlNERAL -.-f:{Q!ES DRAWING NO. 440-6 ' ~---------------------------~----------------- -- ' 7 l -.. --. ' DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER SAFCO PAOOUCTS • 1'fEW HOPE. MINNESOTA flEClFl:Hl ~ AIIRT M..IMBER 6553 SAfal PRJDUCTS • NEW' HOPE, MINNESOTA fEDFD:R !!'iPIIIFfr NUMBER 6553 SAFO) PFODUCTS • NEW HOPE, MINNESOTA FEDFIIEl'I !l'f AIIRl" NlMEIER 6553 ---·----- ----,--6' MIN. ACCl!96 (l!~ I.OC.ATICIN> ..-------+--CU!e ~ CONDl'!'ION AT ~IO!lt .--'<-'<---+--t-2X6 c.cM'. !"LANK !:A e!DE W~TI-I Ae eMOIIN ,bi PLAN •2" lH'O!'!!"IED NO'll!e l ~ NOT ~Fi! II I !ED !£LOW~ UNI.Eee FOOT1N<!, AND Ill.ALL Al'<!: RJLL Y FOFi! IED. 2. ST-A!'i!E NOt ~Fi!"IITTEO IIIITI-IIN l'OO'l'l1't; eEct!ON 3.. FOUNDATION CONC. MAY eE f'LACEO Di!'i!ECTL Y INTO NEAT EXcAVAT!ClN&, Fl'!OY1D-TME FOIH:>ATION T!'ENGM IIW.Le A!'iE 9TAl"I.E.. . I:!' .. - - _F_O_O_T_IN_G_T_RE_N_C_!-I_D_E_T_A_IL ___ ___.Q) NO I"!!"!!& ALLOUl'!D IN '!Ml& FO!'!'l'l'TION OF !'OO'!'IN& .------+-.---METAL l"ll"E 91.EEYE 11V I.D. 2' LA-TI-IAN l"lt"e O.D. COMPACTED FILL :c,• -6 6' MIN. STE!" !'OO'!'iNer, A& l'<EGl'P. NO l'!XCAVATION l!IELOW '!Mle LINE IF l"ll"E l"tJEIT eE Ft.ACED eEI.OW '!Ml& LINE, !!NCAeE IN CONC. l"EI'< 'X' TO !<EEi" DIMEN&ION LE'eef--' TI-IAN 1'-6L EA &TeP FOi'< l"ll"E '""""= TI-IAN 6'~' BELOW eoT"rOM OF l'00'1'INGe, USE COMF'AereD FILL (...,,. C>ENEIITY !INSTEAD OF CONC. To FILLIN l"IFE T!«ENCM _U_T--'-IL_IT_Y_T'--RE-'---N_C_!-1 _______ 0 ... ~TIES•~ -u- /4 Tor Al.I• 6l'!D et['-------tt-+.=i=±:.-~!::-=-= CL.OF-. !!EE BEI.OUl ______ l_j l'ORl!END& 'I.I' eAl'<S,eAl"II! eire AND Sl"ACINC!, Ae MOll!l?..r---. !'iEl1'FOl'!CINC!, ADD "3 ~9TD. l.f00!<: • 16' O.C.IIMaNeAl'<l& .. OI'? >--~ ~ .. ;, • ~ TIES•~-B1'I. IJ,'--eee FLANS"°" eiie • 8PACE -·-·--· ..... ,..u. ueE OFEN END et.OCK 'L• •• IA. IN • END OF lr\llCkOEC(u«i: •-D MA!!ONl'!Y' WALL TYf' ~= eESDETAIL ("I\ FOl'<COIC. '27 SINGLE LAYER DOUBLE LAYER !-IORIZONT AL REINFORCING DETAIL @ CONC. ' MASONRY WALLS t FTG'6 'L' 'L' 'L • .....,.__.._~.eo,n'OM OFl'T'G. 3 'L' ■ l!l"Ltec I.ENSffl. Se!! C>!!TAII.. @ --'6'--'TE-==-P_,_P-=E=D'-'-F=O-=-O--'-T"""IN=G"------0 . I VJ' Ol!!!!I" Mlllt:tlT ... MOUR& .IFTER l"0ll!O. ~ILL WITM ~2&DAY& -- ■ ... N F 3M')( 18'!!1 txml 00WEL •M'~ CEBCINO-ISICECNLT =Et l '-t,. L SEE l"I..A>I """' l!LA9 -,!'---'--"--./'-1'1-11oo-Ee& ("T') .. -. <~J or fE~INC!ti !!IT-I 2Nr>-■ ------- 'D' 1116' D/3 FLARE BEVEL WELD 'D' 1116' .. s BUTT WELD .. ..., ........ ~- -.._.._J __ WELD9 MADE 11V LOW t-l'YDl'<OGEN EL!:Cil'<OOE LAP WELD '--RE-'--'-INF-'-. -=-6-'TE=E=L=-=-6-'--P-=L'-'--IC"-'E=----® CONQl!ETE f=!EINFOf,?CING TeNStON LAP CLA55 6 CONCF=!ETE, l"e'a 3fZXl)(?)J!Xt) P51 (NO!'ii!MAL WT.) 5TEE:L, F!j • 6(?)(2')fD(l'}ll')f!) PSI 6AR SIZE eoTTOM TOP 6AR "3 ~ "!:, "le, "'T "8 ~ Of!Z) Of1 6AR SPACING: < 4db 2dbMINCOYER 4c::tb MIN SPACING 16 21 21 21 21 35, 32 42 31 4~ 45, 5,~ 5,1 14 13 ~5, 6~ 116 "3 16 23 •4 23 3tZ) 'S 35, 46 IE, 5,tZ) 65, "'T 66 6':I "8 W 111 ~ 114 146 Of!Z) 145, 100 "II TT6 231 N01'E, 61"1.ICI: LENSTI-1 IN LIGMT 1111'. ~-c.oNC. ta 1.3 X LENl!,Tl-l e.toll!II ABOYE _M_IN.~Re~11'F_._5_T~L~. _5P~L~IC~E~IN~C~ONC~~· ---1G) ""1.T e~ 112· ... 4' ..... 41o" 4' ..... •• 4• ,,,,. •• •• " .,. •• 1119' tJ' •• I ,,., ~· 6' ~ STD. BOLT. WMEfE !IOL 'T& AN! l.OC;A"Fm MEXI-IEAC> AT TOP Gf-COLl.t"'N Ofll AT R:)OTI~ ADDITrct-W. 2• B lel!!OMeNT 6M1iLL el!~ I II ANCI-IOR BOLT EMBEDMENT IN CONCfB\ (~ CONCl'<ETE ONLY) ~ 'D~ I eAflteENO& 'D"•6d FOi'< '9 eAR AND !!MALLE!'< -O-••ed ~ Iii! Ml'! AND ~ .;ir:•l'11N,.1NM LAP AND OFFSET 'd' l 'D"" .. , \ I ,_.,, STIRRUP OR TIE NOT;; INCl'<EA9e LAI" LE!'GTI-I To T.! DIAM. IN~ CMO!'D eAfl!&. ~ TIE&, AND YERl'fCAL !<EN'Ol'<C-eAIO!& &F'LICED IN MIDDI..E MALF OF YER!'fCAL Ill.ALL Sl"AN. 4",' MIN. 6 1d 1 'Ml1'l REINFORCING 1-100!<6 AND BENDS® 60LT l:HsEDMENT DIAMEIE:R 112' 4' 519' s· 314' 6' 1/D' ,. ,. e· CONTROL JOrNT 'CJI" CONSTRUCTION JOINT P"IOOYIDE ~ JolNT IN &LAS -PAl'<TITION& III-IEl'!e ·FOMftE-. "CJ2"® ANC!-IOR BOLT EMBEDMENT IN MASONRY@ -0.: Q )-..,. ... DRAWING NUMBER -·-·--· .... ··------ NOTE, FOt.11'! et.AB ON~ IN eEct!ONe Ae ei.tC1UN Al!lOVE 91DE9 eMALL l!!E AT COLUMN LINES, AND 41!r•"'' O.C. l"IAXIMU"i, UNLESS NO I ED cmtEl'<WleE.. LOCATION OP FOUR JO!NTe. 51-1.t\LL ee Al I RO\, eo eY 114!! A!ll!O-I~ AND e~ ENGINEER e!!l'Ot'<E t"0l.ll'<l>G ___ sL_A_B_F_o_u_R_rN_G_PROC __ E_D_URE ___ ---'® I' . " VAl'!IE& 6EE A 1-"'1 --eAI'< TY!". eEE PLAN !'OR ll!EN"G AT fl'll!t<IOR !ll.Aee USE '!I • :1-i'CIC !A Ill<\'!" 'L CONCRETE ST AIR ON GRADE @ !!1.1'1. TYf'. ,r----:2-2X -DOUel..E TJI JOI&'!'& • EDGE OF OFEN!NC!, 24'TYP 7 ,,>--t----el!'1FeON 'I.I' MANGER 4,_,.,, MAX. _TY_P_IC_A_L_R_O_O_F_O_P_EN_I_NG ____ @ f I I I I ----------- ---~--~~-----~-~. ,. I. I RELD NAIL-/l'N.> 3 X 4 <FLAT> EPGE CLOCK-TYi". 11V 'Z' CLII"' NO'I!!! NAILINS SIALL eE ATMIN.3/e'Fl'!C)l'1 ED<SE OF FL "r'UJOC)C) _R_OOF __ P_L_Y_W_OO_D_D_I_A_P_I-I_RA_M __ @ ---- DRAWING NUMBER 6AFCO PRODUCTS • NEW HOPE. MINNESOTA fEOAE&I Pit l'lllfrF NUMBEA 8553 DRAWING'NUMBER DWG 440-6 48of9S ., . ' . ' . . ' . SAFCO-• -=vv -HOPE. M!MNESOTA · --~•=--•~w~•·•-••-----------REC!ACER l'l'l'l"!Ufr ~ 0553 JN1,1111t&-Oi Nlh .. i&WWW ---------- NO'!!!! TYPICAL BUILDING .r---Ll!"if'T'e OP~ eMclULD l!!'GIIIAL 01" Gl'!EATER T>IAN TME DEPl'M OF OF O\o'E!'i!EXCAVATION NOTE MIN. NATtil'l!AI. !IO!t---✓ '---CI/BO!l:)<:c::AVATION l!!ELOW LINE OF eoTTOM OF FOOTINS Of'? EXteTINC!, Gt'<ADE, WM1CI-IEVEI'< te LOWE!'< OVEl'!EXCAVATION ea;c,w LINE OF eoTTOl"i OF SL.AB Oto? ~-~ EXl&T-Gt'<ADE, WM~ IS Lc:>UIEflt MIN. s· MIN. "°" ADDITIONAL iN'Ol'<I IATION ee5 CML ~-AND SOILb !'!Er-ORT. EXCAVATION LIMITS @) 2-2X'C.J. •en-n-.• u t-lAl<IGe"7. TYi". c.J. • 16• O.C. TYP. 2-2XC.J. 2-2X'C.J. CEILINC!, OFENINS T'YP. CEILING OPENING FRAMING DETAIL@ I. 1·-0· t. l MIN. l -,.-. -...... --. - I I I. I II I. I I I I I !' I I I I I II I I I I I I 2X el II AT 1•1 OFEN!NC!, I I TYf'. NOTES 2-2X TOI" !"LAT=& AT TOP r--OF l"ARAF'E'T WALL 01" TO UNDE!l!510E OF l'!O(:,F 91-!T'G AT INTERIOR WALL X eLOCKING AT r=r=ORIEO EDGES )!'OR WALL9f!I X 1:11.0CK!N:; AT L OTl-lE:1'<9 ,........-,...l"l'l!IOV!oE WOOOFOeT AT MOI.OOOUI ANc:1-lOR FIELD NAIL_,.,,..J SAME EIIZE Ae EDGE NA!LINat eF'ACEO • 12'0C t ALL NAIL& eMALL I-IAVE A MINIMUM 318' EOGEOIEITANCE 2. F'!<OV10E 2 X 9'!UOEI ANO eLOCKIN:rs AT ALL l"L YWOOD JOINT&. UNLEe& NOTED OTMel<!!Utee ~. EOGE NAIL l"L 'l"UJOOO TO ALL 4 X OR LAl'IGER FOeTS OR COLUl"IN6 4. LONG 011<1:CT!ON CIF PL '!'UIOOO el-lEET5 TO 1'!LN PARALLEL TO eruoe UNLE95 AN ALTEl<iNATE I KO\O&-.l... 16 eueM!TTEO TO ANO Al"l"l'!OVED -WITf.+ O&A AFFfQ&.A,AL. T_YP __ IC_A_L_6_!-I_E_A_R_P_A_N_E_L_E_L_E_v ____ ® TYF' I II II II Architects RANCHO CUCAMONGA-FOi.SOM -EMF.RYJIJU.E SOUTHERN CALIFORNIA Virginia Dare Tower 10470 Foothill Boulevard Rancho Cucomonga Ca/;fomia 91730-3754 tel: 909-987-0909 fOJ<: 909-980-9980 c.o • 0 z "O -ro C: C 0 Q) 0:: 0 E Cl) ■-t:: ,+J ro LL<( ro a. $0 ,+J Q) Cl) 0 C -ro -o (1) Cl) Cl) ro ,_ o-£ ·-,._ LL ■-.c ,:: LL "O u ro ro co "'O .0 ro Cl) 0:: ro -,_ ro T"" ..0 0 0 Cl) N r--■ -,._ ca C) CONSULTANT NO DATE BY DESCRIPTIOr-.1 REVISIONS DATE: 06/30/2009 SCALE: N.T.S. PROJECT NUMBER: 04142.00 PAS BUILT# ~91nn,, 3-bt•lP P.(. ~0~ EXP.;J-3/:/0 DATE l<t. V lE'w'ED BY1 INSPECTOR SHEET DESIGNATION: DATE S-1.2 fsHEusl ~ CARLSBAD FIRE STATION N<>. 6 CONC. OR MASONRY WALL OPENrNG ·@ TYPICAL DETAILS l I - -. ' 1---- c --------------------------------------------------------------------- DRAWING NUMBER SAFCO-PROOUCTS • NBN HOPE, MINNESOTA REIJACl:R.F!ltAllm' NUMBEA B!i53 ORAW1NG NUMBER SAfCO PRODUCTS • NEW HOPE, MINNESOTA AEOROER f!f'f PJIIRl" MJMBEA 8563--;------------·--~-...---l.llE-------- . •=•----...---ta----___,;;. ' ' ' ! --~ -1 -, ' i ' i _J i --i ( l-.--~-.-r-~-7,-7.-~-nr-... l 7 --,, I ' I LI& :!>/4 L MIN. LI& L ('51M!"L!! 9t"'AN> ... ' Lc(l2 Lc(12 StMPLE SFAN BEAM UN~LOAP ¼.BE.AM DEPTH • )-LAMrNATION L ¼,Be.AM DEPTH~ • l•L.AMIN.ATION L.n 1/BL NT L Lc>t2" BEAM UJITI-I ONE E CAN TELE VE RED Lc)12' ~>Clf'e!!AM --91-1.AU. eE 6' MN. ENI:> JOINT BEAM WITI-I BOTI-I ENDS CANTILEVERED et->.AC!IIG IN .ADJ.ACEN'T' LAMIN.ATIONe. Fa! VOLUNT Al"'Y i RUDUCT er .AND.All!D Fe 96. GLU LAM BEAM DETArL 3/4'•1'-0' 1 SIMP. C9'6 STRAPX S'-6')' LCN!i .AT WINOOW 51LL ,....,..--, PIER OPENING FIER OFENl\'6 FIER TYP 51-!EAR WALL ELEVATION WOOD F05T 1"E1't FL.AN 111'2-511'1P. .A!l&(ONEEA. eroe> AT EA. END 4X6 FLAT et.K'G • eTEEL 5'!RAP 11V -t-+-- l!!N. TO BLK'G :ZX4 FLAT !!!LK'G • STEEL 5'!RAP 11V -t-1----, 1!!N. TO BLK'G -,...-= FOetT FER FLAN lL 51MF • .A!I!; 2-:zx WINDOW er !"LATE '-1-<'-1--:ZX 5TUD5 • 16' sµEAR WALL DETAIL 3/4'= 1'-IZ'' 13 •"4-EA. WAY--,. 4-""00IIEL& (ONE EA. ~-..... ,II ' • • • • CAeT IN l"L.ACe C0111C. ~-CAP. 5E!! A1<!CM'L l ' "4-.TIE D .DOU.EL • 16' O.C. __.....,. • 'lf!t• o.c. EA WAY BOTTOM 4'=1'-0 3/4'=1'-IZ'' ~-~LL ~'DIA HOLE FRIOl't TONOTcl-llN5 (DO NOT OVEl't-CUTJ) TYF NOTCI-IING DETAIL I 112 '=l'•IZ'' 2 8 12-16<1 .AT !!ASIDE OF!!i"'LICE ON 4-16d AT E.A.51DE OF e!"LICE JON!' !!F'LICEJONT ._,H-~ .AT !IOTTOM 0 l"L.AT!! "'·-------- 4'-0" 61"1.IC!! JOINT ~-.AT TOP PL.ATE 4-t&d .AT l!!A.51DE OF e!"L ICE JONI' !!F'LIC!! JONI' '-1H--1 AT eoTTC'IM l"L.AT!! 2 XS-nJO&•t6"~ eEEFLAN -D MeT"12 1, ,--~l!"LICE JOINT ,J,IX& TOP Fl.ATE& UNO. • l.OCATEe-TUDAT4' L,_ e-nJD UN.o •• ,... o.c. OF eFL.ICE JOINT ---~ E F G J L D D L CONNECTOR LENGTI-1 TOTAL $PACING. (IN * 'L' NAILS A ROW) I In' O.C. "4' MIN. "!4-16c:t 45'MIN. --1 :!>/4" O.G. tt4'X3' e~H ero :;,.,;4•• BOL re EA. ENO - 114'X3' e~H eroE 4-:!>14"♦ BOLre EA. ENO 114'X3" e'!RAR'eor1-1 eroE !lo-:!>14'♦ BOLre EA. ENO 1/4')(3" 5'!RAR'eoTl-l 51DE &-:!>/4-. BOLre EA. ENI:> TOP FL.ATE 5PLICE DETAIL - .CAPACIT (WI 33'1.) 20 ----------------------------------------------------------- DRAWING NUMBER SAFCO-PAOOOCTS • NE\N HOPE, MINNESOTA AEORCERPNFIIIIRT NUMBER 856a DRAWING NUMBER SAFC0 PRODUCTS • NEW I-OPE, MINNESOTA FiEOAOER rl'tlW'll" NUvEEFI 6553 ORAW!NGNUMBER 5AFCO PAOOu:::TS • NEW HOPE, MINNESOTA REORDER B'I" PIIRT NUMEEA 8553 -~~ 49of95 ----------........... ____ --~:-·· ----------:w:wewww_sw ..__ ---------:w:=••••<9'• .. -"_,,__ SAFC0 PAfJDUCTS ~ •:..e.v HOPE, Wl!NNE':SOTA REOROER lfN iwn-NUMeER 6553 2-51MP.•~· EA.ENDa' 5'T'UC> ~ 1111 2 e~:.435• • !:A.END ee; ec:1-!ED. -NOT $-IOUNON !"I.AN FOR IN I ERIO!I!: lllAI L& IJe!: 2· KIN:!, S'T'UC>e ~ MAX. t,z,• W1D!: OP!!Nri.G 3-Kl!IG 51IJD5 ~ MAX. 14' WIDE OP!!NIN5 US!: ON!: Kri.G 5'11JC> AND 6X6 POST ~ =--i I-IOLDOI.N IS l'!!!Q'D ON !"'LAN. FOR !:XTE:RIO!lt WALLS 51:1: KIN5 51UD 50-ll:DUL!: 2-SIMI" A3S AT !:A END a= 5TUDS 1-11:AD!:l't 51:1: FLAN WI SIMP.'I-IUC' ~ !:A END -------------·---· EXTERIOR K!IIG eruo SCHeDULE UN.o. ON FL.AN 1-11:AD!:l't 50-IEDULE er:ze MAX WINOOIII OP'IIIG MAX I-IEIGI-IT /51LL FLT TOTOPPLT> BEARri.t!J NON-e!:ARri.t!J -e·-e· -·-!Ml IS !Ml.LS !!I'-11'-6' OFENINC. LINT!:!. OPENING LINT!:L .3•-e,• '9'--6' l!,)G!,Oo e• .. I!)• t,4• .. e,• S'-"' '6"-tD' &1%1: 51Z!: SIZE: 51%1: Ll:55-3 1-£1' OR 2-2)(4 6'-l>' 6)(6, L!:55 O!lt 4)(4 Architects RANCHO CUCAMONGA ·FOLSOM. EMERYYILLE 3• .. w rr, .. e,• 2·:»<6 ,,._,,. 12''-ll!'J' 6 1-l1 TO 31-tD' TO 2-2X6 e,1 .. ,z,1 6)(80 6 1-6' O!lt 4X6 SOUTHEJ{N CALIFORNIA Virg;n;a Dare T oower s•-~ 13'-6' 104 70 Footl>m &uh.vord LED:Sel't el"I.ICI! =Nl l!MTTIGI-IT I r I I 2-2><: ie!.AT!: UV 2- SIM!".'~~• AT !:A END AT W!NDOW SIU. !I'-!' TO 3'--c!'' W-4' tc,•-tt,• 6'-6' TO 2-2)(1!1 l!,)(t,z,,I< 8 1-0• C)!lt,4)(& Rancho Cucomongo Colifom;a 91730-3754 LEDGER AND STRUT 5FLICE DETAIL 3/4'=1'-IZ'' 3 lleEP HOLE5 • 16' O.G. /OMIT l"Ofl?t\ON OF HE.AD JolNT > TYP VENEER ANCI-IORAGsE TO MASONR"!' WALL WITI-I I' aROUT JOINT :;,• MIN. 3/4'•1'-IZ'' 'H' FOetTeEE .Al'!Cl-l'L A 2'-C!)' '!> • 24' O.G. 3-. ero. PIPE B '!> • 24' O.G. C '!I • 24" O.G. ~~•··"" °" Xl'-0' LONG ON EA../ 510!! IIELD TO 5LEl!YE 2 °" XZ'""'' LONG IIELD TO BOTTOM OF eLEEYE --~ .ADDITION.AL '!> YER!'. ON EA. 51DE OF FENCE FOetT-~- F. ALTl!ls!IIATE eeND ---~~-~ IN FOOTl\'6 51TE FENCE WALL FLASM!IIG 3/4'=1'-IZ' In' DIAM'. X :;,• L.OPG t.AG•24"0C..AND ~-ONE• EA. END~ CU1<iB 4X!!IBLKGUNDEl't ~----tEQUl!"'t. CU1<iB 11V 5il"IP'. ~ AT EA. 51'DE,EA !!ND l"IECI-I tNIT NAIL!:l't ----, ~:-;;;;;:::::::., ctJeTOM METAL----..... allO!S eee MECI-I Dm'& In' DIA X 3' LG -----.... LAG.• 24' O.G. ~ ONE • EA. !!ND OFCU! 16d • 12'0C -2X '!RIM 5TIJD5 • 6X12 • 6)(14 •~E &X HEADEl't IIIITM SoolME DePl'M .A6 eJ.IClllN ON THI& SCHeDULE FOl't UW..L Wm-I 2)(8 enros 10'-r TO 12-•-e,• 12·-r to 0 1-IZ'' TO 2-2Xll!) 6)(12,!o 10'-(/J' O!lt 4Xll!) tel: 909-987-0909 fox: 909-98()..9980 6X1"" 61:AMS !;/8' DIA. >11:ADEP 1!!0L. T 3 ~:;::;;:;~~F~::------~7F~~~;::.::::~t::::~r~:-=------:· 48• = MAX. =-FER eME.Al't WAU. ecHED. ON DETAIL 16191.3 ll, ll, !I,.. li <MIN. 2 BOl.re l"El't NOT!:, TI-1!:5!: LINTE'L 51Z!:5 5!-IAJ..L AF'F'L Y, 141-0• I' D!<!'r'PACK UND!:l't SILL FLAT!: eeaMENT OF !"LATE U.N.O. ON l'!eAMIN5 FLAN (W MAX■ e=<'/1.F) • Ill.ALU TYPrCAL UJALL FRAMING AND !-!EADER SCl-lEDULE 51--+EAR WALL SC!--+EDULE (!>>(:a>> ILL FL.ATE 51LL NAIL!IIG Ol't &HE.Al't ALLCWaE /"IX&> LEDGEl't NAIL NAIL !!11-i!!All! ® 318' em, FL TUt:lOD ( 4) l/2' &TR f l"L TUt:>OD (I> (b> in• em, l"L TUt:lOD (I) (6> In' eTl't I FLWOOD (l>(b) In" e'"" I l"LWOOD (1>(6)(2) !!Jd. 4'0C -· b'OC -· 4'0C 10d. :;,• oc -· 2" OC -b"OC 3 3 In' 5Tl't I l"LWOOD l2lcl • &18~' -'""-"'eoTI-I 51DE5 (1) (6) 4' OC .Ae-12-0C 2"0C ,4 ,4 In' 5Tl't I FLWOOD l2lcl • r,..;,..-...;,')l!!OTH 51DE5 (I) (6> 3' OC s, s, In' 5Tl't I PLIIIOO!:> i.,,.t • 1'-"'..._,,!!0'111 BIDES /I) (2) (6) 2' OC V4"1Z)X!,," (1) , ueE 3X NOMIN.AL 5TUD AT .ADJOIN!IIG PANEi. EDGE& • et "'5GER NAIL5 12) , et AISGEl't NAIL IU-IEN NAIL 51".ACING I& 2'0.G. (3>, In' EDGE Dl5TANCE FOi'! l"L TIIIOOD !!OUNDARY' NAILl1-G. FOR 112' FL YU!:>OD 51-!E.AR PANEL. (4), uee 2x NOMIN.AL ee; PLATE IS), Fl'!OY!DE FIELD NAIL-.> AT 12' O.G. ALONG INTEl'!MEDIATE STIJD& (6) , ueE 3-INCI-I NOMIN.AL 51LL PLATI: (1) , ~E 2·112'><2-ln'x!/4' PLATE IIIA5MER FOR EA. SILL PLATE ,ANCl,IQ!i< BOLT • (&>, ALL .ANCl-lOl't BOLT 51-1AU. HAYE A &T.ANDAl'tD 1-1EAD IN THE EMBEDDEP FORTION. FL TUt:lOD eHT'G.---, EDGE NAILING,---~ &HE.Al't NAIL!IIG. __ ~ /5\MP A3&) SILL NAIL!IIG .ALTE!aNATE &HE.Al't CONNECTION5 FOl't TJI JOINeT, EDGE NAILING---✓ FL Y'WCIC>D 81-!T"G---./ LEDGE!'t NAILING _ _, 2-16d E.A SIDE FER FEET FOR A3!>e16 • oA3!>el2 WOOD SI-IEAR WALL SCI-IEDULE 3/4'•1'-IZ'' X FO!IT IN.. 6X 1"<:l5TAT MD-14.A.. MD•2"A 6!0•1!'> HOL.D-DOUN,;iii--BOLre r- eo.ieout.E 2X OR3X 5 D .• 161 o.c. ,--1+-IIIOO!:> 51LL FL.ATE 16 51MF!!ON HOLD-DOUN Fa!FUIN --51LL PLATE ANOlOl't l!!OL.T& TOPOFFT'<:.-, ~==l=t~-!'--_JJL ___ U..:\l"E,_::,R~SM!:._:'E.AR::_:: UW..L 5HEDUI.!! HD2A MDl4A MD21DA ii ~ OC II m 111 § · J.IOl.b-DOltN ~ -1:i w O l-2------ec:HEDULE _ !llllltii~lll~_:_ __ _J~::::::::::::r----ln'X:;, 112' 5Q. !"LATE TAC!<: i\! 0C IIEt..D TO NUT u • CONC. ANCI-IOR ·o· -5TUD eoLTS 12' 314' 14' 1/8' 16' 118' l'!I' :;,. 11e• eot.. re .,te• l'!I' 3-"!IB" BOLT& 118' 24• ,. Z&' 4-1' BOLT& I V-4" 2e· &-t• eoLre l V4 .. 26' LOWEl't FT'G -R!:c:l'D l'Ol't 1-!0LD·DOILN .dNCHOI' s.a J-1.6. 2 1/2"0.C. "1o 112' & 1/4' &3116' 6 1/l!l' :!> V4'0.C. _ 3 1/4'£>.G. . --• w• 4'0.C. "!' ,. 4• o.c. ,. 22 /~-------2»1 !!11<!.ACE • 4e"OC -IW:!>-16cl EA ENI:> ===;=t-======. --.,..-.:--::3~--EA. ......._ r.....::i 4--<· '-I I 0 ·= ,,· , I ·1 ==~=--#~~]\._ 2-16d :ZX4 l"L1':G :ZX4 CJ. • 16' 0-C< @ UN.o. ,___ _____ _ :ZX SOLID eKL.'G .AT EA~tllo'!l-16d!!A END EN TO l"LK'G TTP 2X-4 CJ. • 16 1 O.C. w-io. @ CeTLINClo eor=FIT FRAMINClo :!X6 et..K'G • 16," 0.C. 11V:!>-16d.AT EA. ENI:> 2-16d EA. l"LK JO!ere Ol't - 2x4 FLAT et.OCK • 48' O.C. IIV 2-16d TO TOP !"LATE ~l .-"i==~"'°ttPl--s: 2x4 et.OCK 11V 3/4'=1'-0' 11 :!>-16d !"ER !!ILK TO TOP PLATE 2-16d<'TTP.> EA ENI:> . ,II 2-2>< TOP !"LATE& BI.OCKEA. eroE 111'2•16d TOE NAIL& EA.END E.N. TO !!IL :ZX BLK'G. • 48' 0.G. -1,,..--2x6 eitlD5 • 16' 0.G. U.N.O. 2x6 Dl=.D.T. 51LL PLATE 11V 112'><111!)' A.a • 48" o.c. UN.o. 11 7-_ -°" TIE&L• ie· o.c. @'----- I . " T"--2x6 ST\ID5 • 16' OC. UN.o. - :ZX DJ=.P.T. &ILL FL.ATE Wl'MILTI' OM PIN& •16'0.G. w-io. @--- NON-6EARING WALL TO SLAB 3/4'=1'-0' 23 ..J 7 3/4'■1'-IZ'' ~--2X CJ. FER FL.AN ..J 7 DOUBLE :ZX I-IEADEl't <MME 51%1! .Ae CJ.J W/2-lec:t • 12'" oc.. .. 2-51MF • .A3& .AT EA. EA.eroe _J '----l"LOCK•OUT .AT LIGHT FIXIUl<E CL"a FRAM!Na AT Llal-lT FIXTURE 3/4'=1'-IZ'' 12 l1.A50NR1' 11/.Al.L(eol.1 +----------;-;+;2'.j;,f-Gl'<OUT .ALL CELL&> 2-'!1 CONT • .AT TOP___.... 3 1 CLR TYFE UI.ALL 'h' 'd' TU., ... e· e• .. ,z,• 12' 6 ,,. '9'-,Z,· 12' C e• ,.,,...,. !l!l' D e• n•-i:,• !l!l' .,.. .... 3•.e,• 4• .. ;1• 4•-•· 4• .. w,• ~-HOl'IZ. • 24' O.G. YER!'. l'l!!!l!l,Al't 'X' FER r-ec::i.£i:iULE .,.. I 6FECI.AI. ION '!>• YE& 24' o.c.. '!:>• YE& 241 o..c.. '&• YE& 16' C>.C. '!>• YE5 l!l' C>.C. NON-!'i!ETAININI!, SITE FENCE WALL 3/4'=1'-IZ'' 18 l'I00F- -!"ER !"LAN r...;;:, I I I . I :ZX4 YER1'.MAMGER •--+-48' 0.C. AT EA. CJ. 2X4 CJ •• 16' o.c. . UN.o. @,__ _____ _ 2--EA. 5TUD 2•16dEA. c.o • 0 z "'O -ro C C 0 Q) c::: 0 E Q) ·-t:: LL<( ......, ro co a. SU ......, Q) en 0 C -ro -o 0,) (!) rn ro '-0~ ·-s.... LL ·-.C"t= LL "'O o ro ro cu "'C ..0 ro (f> c::: co -'-ro T""" .0 0 (.) (/) N I'----s.... co 0 - - CONSULTANT NO DATE BY DESCRIPTION REVISIONS DATE: 06/3012009 SCALE:3/4"=1'-0" PROJECT NUMBER: 04142.00 'AS BUILT' ..,,,,,,~~~ ...... ~ .. --.. · .... a~.--..... 3-tJI· 111 P.E:. Z$/% EXP. "J:• 3/• ll> DATE . REV!ElolED BY• INSPECTOR SHEET DESIGNATION: DATE S-1.3 [SHffisj ~ CARLSBAD FtRE STATION No. 8 2X4 CJ.• f6• o.c. UN.o. :ZX4eu<'6 @1-------- CEILING JOIST SUPPORT 3/4'=1'-IZ'' 24 TYPrCAL DETAILS IAPPROvto _ wtWAM t. ~•i.u~rn [ ~AJM,,;,. 1,: .oh_ , ""1rl. '?-..lJ~ J~-tNE1iJt"28176 EXP: 3-3t-°Aif - OWN BY: Cf.lKD BY: RVWD BY: ID ---PT PT PROJECT NO. 3901 DRAWING NO. 440-6 - - 1 _, ., : ' 1---. -- ' ' I -' --' I"" - . - ORAWING NUMBER DRAWING NUMBER SAfCO-PAOOUCTS • NEW HOPE, MINNESOTA ~-lJl':l:IIUlfNIJl,,IAFAfiffi..9. SAFCO-PRODUGTS • NEIN HOPE, MINNESOTA FEOAEER EH l!W!rl' NUMB8't 655a -----" .,_. . .......,_ ---........ -taf ..... MAX e,•..e,,• "Te-• WALL MAX 1'•8' AT 12'CMU WALL I / : I"-~. W·/ \ I ! - 2·"S TYi'". ----z"'-: 7 , ,, ,1-H---..,:Y+--+1--'n'-'-',.TYP. • ALL / "' I \.:..JPIE!'e '-T" '°'. I -FL~ eEND eA!'<!S :\ LINE J FER@ ~ --51.2 i \ T WI-IEl'i!E BAR CAN I .l. NOT EXTEND 48 I DIAM. (UN.O.J PAST I Of'EN~ TYi'". I -I I I I I \ ~!Y+---12·"& Cl-lORD BA!'<!S • , f _;! ~~g::e J~LICE ATALLCHO!sDBARS T --J I .l. ,.,...+---+1 tt--2-"S JAMe l'i!EINF. / \ i TYi'". UN.O. ~114-_2-"S T'\'1"'. • ALL / j -LINT?;LS UN.O. TTI" 12'MIN AT 12'CMU IMLl. TYF 24'MIN AT 8'CMU WALL /...---ll+--~H--1\,._. /n'..w•,-v· 1 d, \ _ • 12 DIAM. LAP TTP. 1 "· e r-.•• JAM6 BARS AND 2 .. ......, ---JI ' END5 OF WALLS. .__, ' 'r. A a -4ed I.AP T"rP. Li"i 'i \ • 01'I-IERS UN.O. SEE ~---l-llJL..--1-----1---:_.~+-l,,._/;r", T,--.\ rv_,c,-y DOWELS 5AME SIZE _ ,, ~ ~/ AND 5PAC~ AS WALL l'i!EINF. TTP. I "..../( I I Jlf'I':'.-I I I/ "' .... 11 I \ I I I. , I/ I . / -// / I ' -' ------- 2-"!:'> CONT. T'T"I"". • TOP OF PARAPET 2-"!:'> T'T"I"". • T .fB. OF ---t 01 E:NrNc'i "'.3 I!) TIES • 8' O.C. '---TYi'". • ALL MASONRY: LINTELS LESS TMAN 48"DEEP 2 112• CLR ~1--2-11& CI-IO!-P BARS UN.O. 1-!00K.5 WI ALT. EIEND ' • MAeON!'rr' L!NreLS 48' AND DEEF'ER 1-"!:'> CONT. 2-"S CONT. DRAWING NUMBER SAfO) PACOUCTS • N8N HOPE. M1NNESOTA REORDER 11ft' PIIIRl NUMBER 6553 DRAWING NUMBER SAFCOPAODUCTS • NB/II 1-iCFE. MINNESOTA fl:Cl'IC.E'I ,llf PIIAT HUMBER 6553 DRAWING NUMBER ORAWTNG NUMBER DWG 440-5 so of gs ------.. ,._ . ..,._,.. __ ------SAKD PRCXJUCTS • ftE-N HOPE, MINNESOTA REOl'lDB'I FN'FIIIIRJ NI..M8ER 8558 cee:a..a•-•-----------~-- -- ----:&:a.-.. ,_...lllll .. _,__ -+''--IOYIOE A STD !fld"MOCX AT T t e, OF 1:ACI-I Yl:RT l!IAI<!: -LINTl:L D=FTl-6 eETtE!:N 48" ANO 12'" 2 11'2' CLR "'.3924' U -~ LINT!::LS 48' AND t.lEEPER 2-"S TTP. • ALL L!NreLS UN.O. 4'-C:!>" II II II II II 12~12· M IMIN I II II II II 2-CONDUM' MAX. IN EMPTY CELL !'OD IN 8'TI-K WALL MAX 2'0D IN 12'4 16' WALLS GUIDELINE FOR PLAC~ ELECTRICAL CONDUfT5 IN CONC 4 M~ WALLS I. NO CONDUITS LAl'<GER Tl-lAl',I I 1n· INCi-i O.D. IN e· Tl-lfCK WALLS NO CONDUITS LAl'!OEI'! TMAN 2 1/4' O.D. IN 12'4 l6'TI-IICK WALLA 2. NO ALUMINUM CONDUITS, ONLY STEEL OR F'\r'C,. :3. NO CONDUIT ALLO\ll:D IN ANY OF Tl-IE FOLLOIIJINC, SITUATIONS, ... ANY VERTICAL CELL CONTAINING l<EINFOl'<CING b. WITI-IIN 6' OF ANY ~AL l!!Al'!S EXCEPT AT CROSIIIN$5. 4. NO .u-lCTION eoxE5 Al<E ALLOUED ~ VEl'!TICAL 1<!:EBARS All£ SPACED AT 8'0C !>. NO I-IOl'!l:Z:ONTAL CONDUM' RUNS L~ TMAN 4'-0'. NO CONDUITS TO E!E PLACED IN eOND E!EAMS. ALL I-IOl'!IZONTAL CONDUITS TO 6E A MINIMUM OF 6' AWAY FROM ~IZONTAL l!!A!l!!8. 6. Tl-IE 5~ ENGINEER l<ESEl'!V!:5 Tl-IE RIGI-IT TO MODIFY OR l<E5TRICT Tl-IE USE OF TI-IE5E l'!I.ILES E!A5ED ON ACTUAL FIELD CONDtTIONe AND QUALITY OF EX!!CUTION. 'MIN DIS eE'TUEENCELLS WITI-1 CONDUM' -I " -I K " ll • • ' -\ \ MAX 2 CONDUITS~ ceu.3 A5 WILL FIT IN I tn'X:3 SPACE OR A5 MANY SMALLER CONDUITS NO CONDUIT& ALL • _;CONDU==::.ITS:;:..::clN:.:8::.'_Tl-l:.:.:.:;fCl:,:K.:,_;CONC==-:::°".:.::.:MASONRY.==='-=W:::AL=L-----~0 MAX 2114' ORAS A5WIL O.D. 7 MANY SMALLER CONDUITS L FIT IN 4 1n•X2 114' 51""ACE I -I B - - .\ \ \_ B NO CONDUITS ALLOWED IN CELLS WI VERT l<EINF &, ,r 7 7 _;COND~~UfTS!!..!_!~IN!.._12!!.__' ~•."'16~'-Tl-l~ICK~..=CONC~~~OR~M:!!:1\1~5°"11'!:~='.!:'!~·'--,.~W~"'"=l ~L-----0 ,,,----l"URR 16 NEEDED FOR PIF!:5 NOT ALLOWED IN MA50N!'!:T' IL"'LL WRAF CONDUM' IN CONC WM'Ml'5TYl'<Ol'OAM (NOT P'£a'D FOR ELECT FLA5TIC CONDUITS) Architects RANCHO CUCAMONGA -FOLSOM -EMERYY!LLE SOUTHERN CALIFORNIA V;rgin/a Dore T ewer 104 70 Footh;ff Boulevard RanchoCv=mongo Collfomlo 91730-3754 tel: 909-987-0909 fox: 909-980-9980 co • 0 z "C -ro C C: 0 (I) c:: 0 E (I) ---.... u.. <( +,J ro co 0. so +,J (I) (/) 0 C: -ro -c Q) (]) cn ro .... 0~ --"-u.. .c-■-1 k : ,,..n' '\. L __ 7 --, _ A '------IFROVIDE "3 TIES O TTP. 8' Tl-lfCK CHU WAI L TYP. 12' AND f6' CHU WALL 1 , • 1'0C Wl-lERE OFEN!Na5 1. ALL EL~ICAL CONDUITS IN CONC OR MASONRY WALLS MU5T z I: (.) .... LL "C c: ro ro ro 0 ' -' ' j I I i ' ADD 2-'"f TOP 4 EliM---==-::-".:_.J ELEVATf...," ...._ Al'i!E OYER 1'-IZ>' La.. (UN.OJ SECTION A-A TO TYP. FTc;,5 AT OPNG'S ee:ru.ee:N !'>'-4' AND 10'-IZ>' (NOT f'i!EQ\.lfRED FOR GRADE EIEAM5) : ~ ; ~-------------------------~ PLAN TYF. MASONRY WALL CONSTRUCTION Tl-!lo::e-tED 51.Ae ADDM'tONAL "3'C, TIES~ TYF .;....---CM.IJ. WALL E!EYOND TYPICAL FOOTING AT OPENING 3/4'•!'-0' WALL."'°"'1?. ;.. d 1""1:INI". 4' 8' 4' 6-'S \IERl'. (3 EA f'ACI,) UN.o. ON FLAN/ l:LE:Y. 24' s• c.M.U. WALL "' "4 ===> • ?4" o.c. UN.o. WALL MO!<!IZ. -1""1:INF. 16' 16' 4' "' 6-'S Vl:l'<t. (3 EA FACE: ® IJ."tO. ?4' e•Cl'"f.U.tuALL . "3=:J. !I' o.c. UN.o. "' ..1 1J.16.LLMOl<!:IZ. ..1 1""1:INF. ff' e· e-4• "' I.) C e-'S Yl:RT. ( 4 EA FACE:> .. UN.o. 24' e--· c::M.tL ~ . 'S:=::} • ff' o.c. "' UN.o. e• e• JAMB REINF. 11 10 II( d r 24' SEE FL-AN_..j.r_,2-'S Yl:RT. u-eo£ I t--t ~ FER WALL ELl:VATION 16' OR CROeBIUIII.Lu-eo£ OCCU1'!& SE!: l"l.AN --;,:'<f',4--<~ 2-'S --EA !:ND UN.o. TYP. MASONRY COLUMN G 4' 2' 04 C"! Tl!!S • 6' O.C. • WALL 1.E88 THAN 4'!>' LONC!, TYF.• JAM6 6A"'8 'S • :2-4" O.C. EA llll'iY-TTI". MO!<!IZ. l!IA"5 NOT NEl:D!:P -Tic& A1""1: l'l!!Q'O TYP. 8" MASONRY WAL NOTE:, FIER MAY i=1= Ll:88 TI-IAN. 24' L6. WHe.E ANOTMl!R WALL l'l'tAl"IE& IN. 6 ff'~WALL -'!> \IERl'. TTI". UNO. +It ;:; d "3 -nee O • !l"O.C. ~oc l l "'-' .. u 31-4• < ' @) i.·t11N ■ 36' TYPIIWJ. 2-'S-.J- FIEN''& 6AJe•l:A WW • UNO. -"' "4-1-1Afl'i!FIN8 • 6' o.c. ~ "' WALL Ll:88 THAN 6'>' LONC!,. p ~ 24' T"r'F. "' trP. IZ" MASONRY WALL® TYF. MASONRY PIER REINFORCEMEN 3/4'•1'-0' 11 eE RIGID ELECTRICAL CONDUITS. _ __,,6' C!'1IJ WALL - I I I I 71'MIN • II , ~ II ~ Z~ II ... ~ . £,!J r Ou 11 '°"' 0~ :::--+-+--1--CONDUM' ~' rMAX l'OD FOR l!i !:: I I I I Tl-ll'<U FTC::. ';;;--./ TMIS OPTION <{:l II I '..:--, ~~----~----t-i--++-~ zij I:U WRAP CONDUIT !:IELOW-.J FTC::. IN !' TI-IK 5TYl'<Ol'OAM rNOT l<EQ'D FOR ELECT FLA5TIC OR FYC CONDUM') LOCATIONS Ttff'!N CONDUM' !:IELOW FTC::. ' ADD CONC eLOCK FEIi! e,~;i "O .0 en c:: co -.... ctl ~ ..0 0 (.) en N I'---"-m t) 3/4'=1'-0' 1 TYPICAL CONDUIT IN MASONRY WALL CONSTRUCTION N.T.S. 10 30'-0"MAX 30'-0" MAX UN.o. ~ S'!"ACK BOND 'L---IN WALL • CONTI<!OL JOINT MASONRY WALL CONTROL JOtNT ~ CON'l1l!IOL JOINT • 3121•~• LONc!i MAX. UNO. ( AIIIAY ~ l"l!!R IIPANO!O!l:LS) SOLID F E / ,' ✓ , ✓ , ✓ ✓ ✓ ✓ ✓ ✓ / ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ -. - ----·. -. -. . -. . .. •• . -----. . --. . • . -. -----.. -. . -. . . - ,//,//,1/,1/,/; ✓ E E E ✓ E , Allit tN TMt& A~-4•- TOl:NDOl"EN ITeRILL MT. 1..5EE Al'!CMfTl:CNRAI. JOINT -FINleM • JOINT L JOINT 5EcrroN@ ✓ ✓ -' . -, TYFrCAL MASONRY CON 3/4'•1'-0° 18 elaNT LINTl:L !<!EINF. TOUl"i!O!D Cl:NTl:R OF M~ IMLl. TO CLEAR \IERl'. JAMe BAR FLAN VIEUJ LIN'l'EL MORI?. 1""1:INF. • TOP • eorTOM OF LINTl:L JAMB AND LINTEL 6AR5 CROSSING 3/4'=1'-0' 14 e• CJ'1JJ. 111',LL UNO. ON WALL ELEVATION 'S~UNO.ON ... WALL ELEVATION . .. "3 'TIE& Li 24° • !I' o.c. 1' . LR @ e,• c.M.U. lll',LL UNO • ... . ON WALL ELEVATION .. MOl<!:IZ. UNO. ON 11,1,!,LL ELEVATION .. . .,. Tie LJ ?4' • e· o.c. 2' 3/4'=!'-0' METAL ~ 11V ID 2' Gl'sl:ATER TI-IAN !"!FE O.t:>. STEP GRADE !!IEAM FER DETAI U8I: I' TMICK er-~ Ir CCNDUIT INTl:F!l'E1""1:S 12 -ILM!:IO£ !"!FE TIJIOIN8 . I.JP IN FOoTIN5 DT11:s 5'AMI: s1:z1= AND _ ,: I I -Gl'ADI: 1!11:AM 1""1:IN'. FER FLAN 81"ACING A8 Gl'ADI: l!!M. I: I I ,, TIES ~ I i: Gl'ADI: 1!11:AM Tll:8 5EE l"l.AN 7 'L' rl I ~ l! I I l * CONSULTANT " 71 1 I/ I 'r . . ............ . I' ~~ ... "' / ' "' / :,• CLR ' I: !> m=. . AOC>ITIONAL 1""1:INF. 5'AMl:A8eorTOM_ l'!EINF. OF Gl'ADI: -'S" l!l,)<L ~.XL ... ,, • .,,,. MIN. L ■ BAR !IFLICI: LEN5TM FER@ CUT G!'!AOI!! 1!11:AM eorTOM 1""1:INF. C>•G1""AOl:f!ll:AMC)l:Pfl.l -tU-11:11£1TCONl'L SWITI-I UMe ICT FL e,, STEP D=FT. 12' MIN. LNI: $ MOeT 1""1:8-rRICTIVE C>IMl:NelON AFR.IE& T!-HCKENED GRADE BEAM AT UTILITY CONDUIT <MAX. 4' C>IAM. UTILITY CONDUIT> • 2-'S CONT'. . ,\I ' ~ X <( ,: ~ ' "' l '2''-4" ' rn·=r-0· 15 NO DATE BY DESCRIPTION ....._ ___ ,,s. CONT'. AT 'l'OF l , 'CMU UW.L-• 24' o.c. !:A 1114.,- TES•'f6•o.c:. & 3/4'•1'-0 2 (2), REVISIONS DATE: 06/30/2009 SCALE: 3/4"=1'-0" PROJECT NUMBER: 04142.00 'AS BUILT' _ ttk/.&;vg fltl,. 3-,Y-m P.E. Zf!/3 EXP. s •3/,/1> DATE REVIEl,/[D BY• INSPECTOR SHEET DESIGNATION: DATE S-1.4 ~ CITY OF CARLSBAD I SH95EETS I ~ ENGINITRING DEPAR1MENT CARLSBAD ARE STATION No. 6 TYPICAL DETAILS •' !""'=-===---------------' SAfiXI PRODUCTS • NEW HOPE, MINNESOTA FHIRDB'! ffl' F'llllRT Nl.M'E'I ~ -------- A E G -1 I !> I ' -I -·.>- ------- ' DRAWING NUMBER Stl.fOO PRClD\..ICTS • Nell/ HOPE. MINNESOTA REOFl!:BI !!Tl"JIW'ff M.JMBeR 8553 L __ _ 2''-6"WX1e"ff.K CONT. -.ADEl!JEAM11113-"1 cc,NT TOP ,t eoTTOM • .. TIE9 0 .... <>.C. L•6"·"'~ ~J, <IX& 1 312!1• Wtt:E X 24' n.lC. xe,e,,_,,,.__, LON:>. -.ADE _.,. cc:,NT. TOF' • • "J ie0•12' 1 2 2 3 ---- 4 &'CG'IIIC.9UleON""'4PE II" -.,,. • l!!l"O.C. AT !'111>-DEl"'T1-! 0\/ER 2' I.A"l'=1'I! ~OVERtro1'11L Vl9<2IEEN 0\/ER 2' LAYER e.oNO "TY!"'. 4 ► > DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE., MINNESOTA REOFIOER !!Tl"lllfRf M.IMBERIS553 -@. ¥4M.JIR+-.;w N&tM!" ------- FrG 0 ® ® (4) -CONT ~--... c.c:,NT TOP • ao I I ci""f ,t "4TTES0•""'<>.C. -_.., ·~. • 12• O.r.,.,. = e• TMICX o.c. EA. .,.. (M ~ • YER .. Mil; OYE1'<2 ---, I I I I r L_ _.J FOOTINc. !lCl-lEDI.II...E 51ZE TI-IIOQIE55 2•-e,• 9Q 18' 3'-0'9Q 18' 3'-b' SQ 18' 4'-0' SQ 121· EINF. 'S • 1"'' MAX oc. 1114Y eo'!TOM 'S • 1"'" MAX OC. 1114Y eo'!TOM 115> • ttt,• MAX OC. 1114-,-ear-rot-I 'S • 10'MAXOC. ... ·- EA E A EA 1 FOUNDATION PLAN 5 5 6 : \ -...I 74'W><24'TI-K CONT L~-IM-"1 I CONT TOF t eCJI IOM t I "4 TIES 0• ... o.c. I I I I I f 24'111><Z4"TIK CONT GRADE eEAM '1.V:~irt I r CONT TOF t eoTTOM t I "4 TIES 0• ... o.c. I A B C D E L--7 0 ---:i..---------------------F G l 6 DRAWING NUMBER TRUE NORTH PlA!ltNORTH 1/8"=1'-0" EQUNDATION NQTES I. l""IOR 10 ~~Tl-IE R:l!JNDATION EXCAVATION& 9MAU. eE IN912ECl"EO eT ™E et.JTU)N'3 ~ IN9FECTOI'!. 2. 5EE Al'<Cl-l!TEC"TtlRAL DMW1N:i5 R:>R ALL 511E ~ ?>. ALL 51..EEV!:5 l!!EL.001 ~ MUST eE f"Clt.ll<Et>-IN-PLACE !"!'!!OR TO ~-51.Aa 4. ~ r~!Ei<lc+e rL~ &LAe SLOF'E, P!..OOflt ORATN9-. ETC. 9EE ~~I l<IORTO ~ ~ 8. ALL == FLUMe-~OTI-IER ~ ~ 5'-IALL ~ TO OETA 2. 51 6. 5"TEP ~ A5 ~ A5 !"ER DETAIL@ 1. NO WOOD °" 5"TEEL 5TAICE5 5'-IALL 5c F'&!l IITTED IN =- 8. R:>R FOUNDATION l'O!<MJNC; OF~. 5EE DETAIL@ ~ ~ CONC1'!ETE ~ t,µAt I I-IAVE 2-•!; CONT. E~ TOP AND eo'!TOM ~CAL UN.o. 10. 0 INDICATES 81-!EA" 1114LL 5EE 1114LL 50-IEPUI.~ ON ANDDETAiL5®ID ~ 513 51 ff. 1-lD INDICATES I-IOLD DOUN ~ 5EE DET ® 12. ALL DIMEN5ION5 vE"IF'r" WlT!-1 A~ ~ 13. R:>R NON-BEA-lflALl. TO 91.Ae& CONNECTION 5EE OET ® TYP. UN.o. R:>R LOCATIONS, 5EE Al<CM'L D"4WlNG5 14. SEE DETAI~ R:>R lflALl. Ol"EN-!'RAMll'G AND 1-eAD=" SCI-EDULE~ n. ~ M&">O• 9Q. l"I..ATE WA9t-lER AT EACM 91LL PLATE ANO-IOfit eoL T "TYi"'. UN.<>. 1&. ALL eEA~ lU4LL e11t\LL ee 2X& BTUO& • 1&' o.e. (,x eruo D-Efll!!! 1"EGUl,oec)!"ER-111'1Ll.91:MEDULE@) 19. ALL !I' MA90l«'r" lll'ILl. ei-w.L 1£ IOEN'Ol'<CEO WlTM '& YERt. AT 4' ~ WALL • 16" O.C.. .t tie, ~ • 16" o.e. .t 901..TO GROUT ALL CELL& 'T"YP'. UN.<>. :W.1"1'!'°" TO Tl-IE ~ !'£QUE&Tll'G A FOUNDATION INSFECTiON. Tl-IE eotLS ENG-51-1ALL ADVT5E Tl-IE elJILD- Ol'FiCiAL IN -Tll'G TI-IAT, a) Tl-IE !!!UlLDl1'I::, PAD WA5 Fl<PAED IN ACCOIO!!DANCE WITH Tl-IE eotLs "=l"O!';:r. b) TME UTILrTT ~ MAVE BEEN I ROI ERL. r BACterlLLED ANO COl1PACTED. e)TI-IE FOUNDATIONEXC.AYAT'ON WA5 MADE TO COMPLY Tl-IE "=COMMENDATION R:>R EXl"AN51YE CHAfltACTE"15TTC5 AND 61:A"-CAPAC.,.-,-. 2l ALL IOESTIIIOOM lll'ILl. 9'-1.ALl. >!AVE 6' M1GM CU!'IB MEMUl<!tt> mol"l FIN. R.R. n,a,_ UN.O. 22. 9EE DETAIL~ OPENN:!J rN: M~ WALL i'r19. UNO. 23. 8EE D'cr@@ FOR tJLAe c:oN11'!IOL t CON9TIO!Ur::T10 J<>INT"S • 8EE D'crAIL n FOR eLAa ~ ~ e Architects RANCHO CUCAMONGA -FOLSOM -EMERTVILLE SOU'IHERN CALIFORNIA Virginia Dore Tower 7 04 70 Foothill Boulevard Rancno Cvcamonga Califomia 91730-3754 tel: 909-987-0909 fax: 909-9S0-9980 co • 0 z "C ...... ro C: 0 C Q) a:: 0 E Q) t ·-LL<( ...., ro ro a. so ...., Q) en 0 C: ~ ro -c (]) Q) oo ro ,__ 0-g ·-s... LL --..c::: ~ LL "C u ro ro C: 0 "'O .a ro en a:: ro -,__ ro T"" .0 0 0 en N I'--s... ro () CO!ltSUL TANT 6. 6. 6. 6. 6. 6. IIIO DATE BY DESCRIPTION REVISIONS DATE: 06/30/2009 SCALE: 1/8"=1'-0" PROJECT NUMBER: 04142.00 HAS BUIL TH -V/ ✓I 3-QI-/IJ P.E. Z.017, EXP. 3 •3 (:-/t> DATE REVIE'wED BY• !NSPECT□R SHEET DESIGNATION: DATE S-2.1 fsHEETlJ CITY OF CARLSBAD ll SH9E5ETS I ~. ENGINITRrNG ocPARTh!ENT . CARLSBAD FIRE STATION No. 6 _EOUNDATIO"L . PLAN OWN BY: CHKD BY: RV\ID BY: - . -_/ __ _, -! ----- ! ---- I I SA.FCOPFOOLICTS • NEW HOPE, MINNESOTA ~""'~""-~~~ Wi?!.M-EllltV ,_,.,._11111! - 0----- 0--- 0--- 0--- SAfOJPROOUCT'3 • NEW HOPE, MINNESOTA ---- 4X6 KP. ~-....... ""-~~"I':'< idli •tM•' ..... ~Dllll! 4X6 CCNT. TO!D---+-'"- l"LATE <"NO 9!"1.fCE> ---~=-'_\_,_!~==:,~~== 91MP' C1'19TC16 X ---l<P'--+-,.<:!~.,t::-~,-:,-/- 3!,,'4' Lc::,t,rG W/2-l&d • 3"0.C.. 1 t 2 I 2XIO FLAT·--,,L 9"Tl'!UTX1'!>'...,- LOi'G <"NO 9"1..fCE) 2xl4 s DRAWING N1JMBER SAFCO PRODUCTS • NEW HOPE. MINNESOTA Rl:tJl'!OS'I,,,,., l"lllR'!" M.IM9ER ~ • •esw-•"'""'•""'u.o • 12· o.c. 2x10 • 16' oc. ATLANDIN:3TTF e!HP'. 01eTCl2 Tl'l>lll"'X2I!'...,-LOi'G TO 6)(M. eM ,t TO~ 3' TL tur. CXlNC. !'!LLL O\IEt't fDL. YW:?OD SMT'G: ,___,-,SLOll'E 10P O!= cc:iNC. TOPRAIN-A1"CM ATeMAD5I>AREA !W4' 5TRUCT I !'I. TIIO. SI-IT'G WI 10d • 4• oc e.N. 10d • 6' OC EX 10d • 10' OC FN. BLOO::ALLEDGES TYl". SEE DETAI~ 7--~-2 ti%" LW. c::c::iNC. FtU. ~ Y'E!la:O W. e-~01(. (4" TOTAL n-ttef(NE9&JU1/ 93 • 18"0.C. EA WAY~ et.rn"G"N t='UN04 • 12"0.C. AT &YOE LAJ"="> WI 31-49+ fl'UC)DLE II.ELD AT EA. PLUTE PEN ENOICULAR TO SUI I ORT .t • 12"0.C.. PARA! I Fl TO ~I I ORT. 4 FLOOR FRAMING PLAN -- I -t- -+ DRAWING NUMBER SA.RD PROOUCTS • NEW HOPE, MINNESOTA FIEOROB'I !!'I' l"IIIRT MJMBEl'I 8!i!53 -__ .....,_,,..\1111'_ ---- A --0 --0 --0 --0 DRAWING NUMBER ---- TRUENORrH N-------------------------------- E9 PLAN NORTH 1/8"=1'-0" 1 DRAWING NUMBER . OWG. 440-6 52of9'5 SAFCOPR.JOUCTS • rEW HOPE, MNNESOTA A:OR[ER!!'l'l"llll'l1'NIJMBER 6553 Architects IIANCHO CUCAMONGA -FOLSOM -EMERYl'll.LE SOUTHERN CALIFORNIA Virginia Dare Tower 10470 Foothill Boulevard Roncno Cucamonga Ca/iforrna 91730-3754 rel: 909-987-0909 fox: 909-980-9980 (0 • 0 z "'C -ro C C 0 Q) 0::: 0 E Q) ■-1:'. ......, ro LL<( ro a. .so ......, Q) Cl) Cl C -ro -c Q) (1) en ro I■•• 0~ ■-s.... LL ■-.c:■.:::: LL "'C c..> ro ro C: () "'C ..0 ro rn 0::: ro -I■•• ro T"" ..0 0 () en N I'---s.... ro (.) CONSULTANT NO DATE BY DESCRIPTION REVISIONS DATE: 06/30/2009 SCALE: 1/8"=1'-0" PROJECT NUMBER: 04142.00 HAS BUIL TH ~ &a.~ 3·tJl•ltJ P,E, Z~~ FXP.3-3/-/C DATE REVIE'wED BY• INSPECTOR DATE SHEET DESIGNATtON: S-2.2 ~1 CITY OF CARLSBAD II SH95EETS I ~ ENGINEERTNG DEPARTMENT . CIIR!.SEJAUFIRE STATION~ 6 ··Fl:00R--FRAMING PLAN ,_ --t ' i ' ' - ~! L I -1 DRAWING NUMBER SARD PAOOLIGTS • t.ew HOPE, MINNESOTA fHJAJER tN FWrr Nl..lMBEFI 8653 \ SAFCO-PRCOUCTS • NEvv HOPE. MINNESOTA ~ FNFIIIIRF MJM3ER 6553 ----........ ,. --------......... - TJI JOl!IT6 • :M'OC -l"LIIN wee FILLER !!ILK AT !:A 2X4 l-t.ANGEI'! w, 4-lt!:td ~I W!!5 OF TJI TO !!II.IC, • CLINCM NAIL 2X4 l-t.ANGE!aS • -48'0C ALOloG !:A c.J. !1112•16d AT EA END 2X4 AT EAC1-! TJI J015T '---~2X4 l'I.AT • 16'0C UV 2-'B a.o.GEFLATHEADWOOC>eo,;eu& TO !:A 2X4 AeOYE (OMIT 2X4 !'I.AT IU-IE"'1E 2X4 16 el'"AC!!!:> AT 16"0C) '-----'O~ CEILING, eEE Al'<CM. CJ. EA8ALLEL TO T JI JOIST wee FILI.El'! ell< AT-!~~~====,v= 2X41-1ANGEl'!IIII "'-"""'""'°""WEI!! OF TJI TO !!ILK I CLINCM NAIL 2)(4-• "8" o.c. w, T JI JOIST l"E!li! FLAN 2-16d AT~EA:ll!!il~ _ _/'---ft----,r'"-=2X4c..: c.J. UNO.• 16' O.C. END <ST-• MAN!3El'!AT AOJACENT c.J. · AT ADJACENT .. TJI JOt5T) C.J. FERPENDICULAR TO T JI JOIST 2X4 ~ .:•' ~-3r o.c. ~ AT EA END 2)(4 • 16' o.c.----..,,. ------. ----- ~-~ ----~- 2X4 • '6" o.c.:--~ DRAWING NUMBER SAFCO PRa□UCTS • NEW HOPE, MINNESOTA AECJfllR t!'t ~ NUMElE"I 8553 - &TUO&• .,.. o.c. &IMP.U- - DRAWING NUMBER ------~ -_,,. .... _ .. , ....... , .... , ............ ___ _ 2X4V!=l'!T--• 16' O.C. AT EA c.J. _./ SOFFIT FRAMING Fefi,:f'ENDICULA~ TO DlsAE I ER 2)( 90LIC> !!11(1. 'G ATE'A~ ~16dl:AeN!:> EN TO !!ILK'G T'!'P 2X4V!=l'!T. -•--' O.C. AT EA c.J. 2X 90LIC> !!ILK'G • -· o.c. IU'51MP.U -ATEA END SOEEIT FRAMINGi PARALLEL To &Af!ER ---- cx:>UeLE c.J. AT EA END OF LIGl-r!' Fl~ 11112-lt!:td • 12' o.c. ORAWTNG NUMBER DRAWING NUMBER IYWG 440-6 53 of95 5AfCO.PAODUCTS • /'IIEW HOPE. MINNESOTA ~ et FltlR'I" NLIMBEA ~ t:IAfCO PAOOUCTS • NB/rl HOPE, M~NESOTA REOFIJER~~NJMBEA6553 ---, .......... ..----2X c.J. -l"LIIN C)Cltft.E 2X t-lEAOe!t <BAME eltE AB c.J.) wn-""=' • 12· o.c. • 2-&IMP. 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ZfJ/;4 EXPJ•';JJ',O DATE RE.V ll>IED BY• It-lSPECT□R SHEET DESIGNATION: DATE S-2.3 [s>iwl CITY OF CARLSBAD ISH95EETSI L£j ENGINEERlt-lG DEPAR1ME"1T CARLSBAD FIRE STATION No. 6 FIRST FLOOR REFLECTED CEILING .PLAN -_, . -__ ,_ ' ! • ' ; ' DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING MJMBBl DRAWING NUMBER . ---._ ----. ----------------- -----1· -~ -.. ---------- . ___ ... ____ -.. _. -._ . _._ ----------------------._ ------- ---------... ------ . ----------. -----__ . - - - . -= -~ --"-' . ----. _______ -----. -__ ._ . ___ ------. ____ ._-______ . _._ .. __ ... -----____ . __ . ______ -_ ... --. __ -----------------__ . ___ .. ---------___ . -------~----------------. __ ._-_ . __ - . --------· -___ ._ -,, ·.o.-. ----- SAFCO PRODUCTS • N8N HOPE, MINNESOTA ftiJF!ll:R !ft'~ NUMIEI. ~53 SAFCD PAOOUCTS • NEW HOPE, MINNESOTA FRlfCER fl'ff' FIIIFIT NUMBER 6553 SAFCO-PAOOUCTS • NEW HOPE, MINNESOTA FHRl:R rN l"N'T M.MBER 6553 ----CWV!SIIIWQF-♦-,.._ -----------•=•---·---------------•=•------.----SAFCO PRODUCTS • NEW HOPE. MINNESOTA ~r!l'tFIIIRTNUMBER.6553, ............. ,. .... -- 0--------- 0--------- 1 2 3 4 5 6 r----------~ I - I I r------------------------,-----+----------------t/ A r _, \ lf---l----lJ;_;-;!,_..i;;;;;;;;;=_i;==L_~;:;;-;:==;i-------------------7 1-1-------=-' 5'------+-11 □ -' ; \ ; ' X " 1 I II I ,..J-1 [ -~ CJ-1 I I -- ' B C D -------------0 ---0 G G G.2 ,----------~-~· ... --~ ' i ' i ----------------~ G.2 -, ; -~ I I ->- ' -~ I I ->- -, ; -; i ; - .__ c.J-1 I I -1- 0---------;~==/tl==::.__,_,lL~~~~::~~~-~-Ef.~~~:~~~--,="J~ -_-_-_;-------------f------+------------f0 - I I 1 2 3 4 6 SECOND FLOOR REFLECTED CEILING PLAN --------- SAFCO-PAOOUCTS • NEW HJPE, MINNESOTA flEOFOER fl'ff' NRT NJMBER 8653 -,.,:..11 ......... l!M ... __ _ -------- TRUE NORTH N E9 PLAN NORTH 1/8"=1'-0" 1 DRAWING NUMBER · OWG 440-6 54uf-9S . ' SAFCO-PFIOOUCTS • NEW HOPE. MINNESOTA FIB:J:IOEFI RV~ NUMBER 8553 -....... ~------------ Architects RANCHO CUCAMONGA-FOLSOM -EMERYVJLLE SOUTHERN CALIFORNIA VrrginkJ Dore Tower 104 70 Foothill Boulevard Rondto Cucamonga California 91 730-3 754 tel: 909-987-0909 fox: 909-980-9980 (.0 • 0 z "'O -ro C C: 0 Q.) Cl'.: 0 E Q.) -■-,._ LL<( ,+J ro ro 0. jg() ,+J Q.) Cl) 0 C: ~ ro -o (I) Q.) (f') ro ,._ 0~ ·-"-LL .c-c ■-LL "'O (.) ro ro C: 0 "'C ..0 ro Cl) Cl'.: rn -,._ '("'"" ..c ro 0 0 Cl) N r--.. -"-co t) CONSULTANT 6. 6. 6. 6. 6. 6. NO DATE BY DESCRIPTION REVIS!ONS DATE: 06!30/2009 SCALE: 1/8"=1'-0" PROJECT NUMBER: 04142.00 HAS BUIL T 0 _,.&a'~ ;22;; ••t.. ,'?rlll•/q P.r. "26/7f.Ex" 3·"31-tD DATE REV!E\o/ED BY, lr-lSPEC:TDR SHEET DESIGNAT!ON: DATE S-2.4 fsHffil CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT [SHmsl ~ CARLSBAD FIRE STATION No. S SECOND FLOOR REFLECTED CEILING PLAN i . 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I-IA\/E A MINIMUl'1 OF E!GM1" le> &Gll4!0E l'EET AND !!1-!ALL EXTEND TO ™"'EE (3) BEAR!~ HINIMU'1 WITM ~IN ~Ellti E!NDIO.ILAR TO ~ M!!1 IDEM n. &Tl'IUC'T\l!OW. l"I. "fWX>D 81-EATMN& !!1-1AL1. OClNFO!aM TO P"8 l•l'l3 AND et-W.I. l!!E IOENTll'IEO WITM AN -A~ l'J. COOIO!C)!NATE -TO IIIOOC> ~ LOCATION IIIITI-I A~ITECTlJRolL ~ ~ eel!! C>l!TA~~ !!'r E:l!)!e.)W 10 IIIOOC> 911.ID Ul4LL ANO eee DETAIL@FOR EY"E""""" TO MAeON1l<Y" UIALL TYP. l4. eee OETAr~FOR TOF SJ! I ORT ~ M!!CM'L UNIT. eee MEO-l~AAUINGJ ~ &Ji I ORI" OF UNIT BEl.GllU Architects RANCHO CUCAMONGA.. FOLSOM. EMERYYJJ.LE SOUTHERN CALIFORNIA Virginia Dore Tower 10470 Footl,ilf Boulevard Rancho Cucamonga California 91730-3754 tel: 909-987-0909 fax: 909-980-9980 co ■ 0 z C 0 ■-~ co ~ (f) Q) s.... ■-LL "'C co .0 Cl) -s.... co (.) .... c:: Q) E t::'. ctl 0. Q) a ~ --u. "'O ctl .0 rn "C ctl () "'O ctl 0 0::: Q) LL <( .mo c:: -ctl "'O Cl) ctl 0~ .c:: "C (.) ctl ~ () 0::: CONSULTANT 6. 6. 6. 6. 6. 6. NO DATE BY DESCRIPTION REVISIONS DATE: 06/30!2009 SCALE: 1/8"=1'-0" PROJECT NUMBER: 04142.00 HAS BUIL TH - /i -.. ,._I I -z--() P,F 2,0,. EXo> :J-"JeHJ ' DATE REVIEWED BY• INSPECT□R DATE SHEET DESIGNATION: S-4.1 CARLSBAD FIRE STATION, r-b. 6 ROOF FRAMING PLAN ---· --~- ' \ j -; ' ' f 1-------- 1 !; ' ' DRAWING NUMm:R SAFCO PRODUCTS • NBN I-OPE, MINNESOTA REOROER Flt iw:rr NUMBER 6553 --·-·--··-·---- DRAWING NUMBER SAFCO PR□DuGTS • NEW HOPE. MINNESOTA REOAOERf!NRIIR'rM.lMEER6553 -------............. ___ ------------------ I I --(:, (: -------~/~ . e• ~ WALL Ill/ \ "S • lh'O.C-EAC1-1 WAY \ 5TEcl. et1 -l"LAN~ ~ ~ 2-"b LAP !!1111<!5 _/ ').•· .... ,,. •-"S F ' l'\....4.1!; i'-...-4-"S 'I' fl 4-~ 2-' fl .: • • • N ® ·-=~ ~ I 48' tX ~ J -TYP ,r..,. ~ _:. \ -® '!!!61 ,r,,,. = = II/ I GRID LINE 4 £~· M5e!2X6)(!12 1-186!2X6X!l2 6Xl4 ~ , ~ Mse!2X6)(!12 Msel2X6X!l2 I""® ~ 11551-4><6XS/8 . '""14X6XS/8 11551-4><6XS/8 ll55!4X6><&/8 s I:! I:! ~ I:! ' . X X X x • • ~ • ~ X X X !::! !l N N § :8 ., "' ~ ~ :t :t :t l'if~. r-r:::: GRAOE ---------- STEEL MOMENT FRAME AT GRID LINE 3 I I DRAWING NUMBER ------- 1/8"=1'-0" 2 1/8"=1'-0" 4 DRAWING NUMBER SAFCDPROOOCTS • NEW HOPE, MINt',ESOTA fE!lFl:ER 9t RUrl" NI..IMBER 855.3 - I (0 I I I I = I ~ I I I '"' - G I I I fl fl ' ' I N N IP •-"S ' I .. I I I I \ I DRAWING NUMBER - - - - - - ' - ---""'"'-'""'""'""""'-ff''·'"·------- - - - I - 5 !6'C!'1UIMLL I 2-'B CONT. I I I I ,e,._ ® I 1!!:!,11 I I I GRID LINES B & G -- F ) 8' CHU U1ALL Wl'S • lh'O.C-EA WAY '\l p\,bl'I~ ~ , ._ 2-"b LAP !!1111<!5 ').•"!', .,_'!I 2-"S I I fl fl ~ fl fl I ' • ' ' N N 8-"S , N N N I I fl ' .. I I I I GRID LINE 5 M55!4X-4X112 f.lee14X4Xl/2 ---l-!55!4X4X!l2 ~ TYP. ,'is\ ~- M55!4X-4X112 1-15514»' ""' M55!4X4X!/2 ~ 6Xl2 TYP. ~ ~ TYP. I I~_ s x i i i ., c,.. :ll :t /~ma: -- - --'--- STEEL MOMENT FRAME AT GRID LINE 1 t I -- DRAW1NG MJMBER DWG 44C>-6 --- 118"=1'-0" 1/8"=1'-0" 1/8"=1'-0" 55of95 1 3 5 ""'·---------- Architects RANCHO CUCAMONGA -FOl..soM-EMERYYILLE SOUTHERN CALIFORNIA Virginia Dore Tower 10470 Fooll,i/1 Boulevard Rancho Cucamonga California 91730-3754 tel: 909-987-0909 fox: 909-980-9980 c.o • 0 z "O _. ro C 0 C: Q) 0::: 0 E Q) ·-t: u.<C ,+J ro co 0. 2 (.) ,+J Q) Cl) 0 C ~ ro -o Q) Q) Cl) ro ,_ .0 ·-o en !.... u. ..c: "t: ·-LL "O u ro ro cu "'O .0 ro en 0::: co -,_ ro ...... ..0 0 (.) (/) C\I r,... -!.... co u CONSULTANT NO DATE BY DESCRIPTION REVISIONS DA TE: 06/30/2009 SCALE: PROJECTNUMBER: 04142.00 "AS BUIL TH ..q~;~•#'t. 3-0l•lb P.E. 2~/2(, EXP. 3 •"31•10 D,'\TE REV!Elo'lD BY, INSPECTOR SHEET DESIGNATION: DATE S-5.1 [THilil56EET CITY OF CARLSBAD L.:!_j ENGINEERING DEPARTME:NT CARLSBAD ARE STATION No. 6 ELEVATIONS -- ,, ---. ' - ' ' - . -·--·--- DRAWING NUMBER DRAWING NUMBER SAfCO PAOOUCTS • NEW HOPE, MINNESOTA. FBJRC&I f!NPJIIA'f NUMElER 6553 DRAWING NUMBER SAR)).PfWUCTS • NEW HOPE, MINNESOTA fEOROEFI FN F'IIIFl'T Nl.MBER 8553 \ DRAWING NUMBER SA;:a) PAODlCTS • NE-IV HOPE, MINNESOTA FBJR~ !l'Y'"IW'n NUMEER BS53 DRAWING NUMBER DWG 440.6 57of9S .. -·--·~ -·--··-·.--,•··-·· SAFCOPRIJOUCTS • NEW HOPE, MINf!ESOTA REORa:R 'ff RIIR'f NUMBER 8!i53 ----:u::awc -------5AfCO PROOLICTS • NeN HOPE, MINNESOTA ~ f!!f PNn" NI.JfllftFI 6553 ICL&,,,_S ALI WW.Ila -----·--..... 1tnii --------------... , ....... ,.,.11111! --------... , . .-....... ---------- ---f"I.. TIP:)00 -~ --•--WAU. 9CMEOUI.E ~-~iX6-. 9'Tt.l09, • 16' O.C.. UMO. ,--3><6 e1LL !"LA"!!: Ill' ""'9'• X !!TONE-eEE _,.,L@AIL M1 ..eADEC>eoL.T•..- OC. AT NON-el-lEAFi! l1l<ILL FO!'i!-UW.LelLL FLATEANCI-IClR.<!6EeEE eH!:AFi! WAU. ec:MEDtll.E ,_,... CON'r----~ E.J< t Efiii:toflit CONC - IIW.1<. -OCCUl"!I! eEE Al'!CM'L DIIM. CCM'. 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TYP. ~-·2-2X6 TOP l"LATE& UN.o. .3,4•.,·-0• l :i><4 !'LAT !'lLK'G • 24' o.c. ---- Architects RANCHO CUCAMONGA -FOL.roM-EMERYY!LLE SOUTHERN CALIFORNIA Vitgfr>io -Dare Tower · 10470 Foothill Boulevo,r:I Rancho c""""'°"!10 · Ca/iFomio 91730-3754 1el: 909-987-0909 fax: 909-980-9980 co • 0 z "O -ctl C C: 0 Q) 0::: 0 E Q) ·-,:: LL<( ...., ctl ca a. jg(.) ...., Q) en Cl C: -ctl "O Q) Cl) en ro s... 0-g ·-s.... LL .c ,:: ·-LL "O 0 ctl ctl C:(.) "O .0 ctl en 0::: ca -,._ ~ ..0 ctl 0 (.) en N r--. -s.... ca (.) CONSULTANT @----- ' 3/4'=!'-0' 3/4'=!'-IZ)' 18 NO DATE BY· DESCRIPTION 24 REVISIONS DATE: 06/30/2009 SCALE: 3/4"=1'-0" PROJECT NUMBER: 04142.00 "AS • P.E 2~, EXP. "3•'3l•fb DATE REVIEWED-BYt INSPECTOR SHEET. DESIGIIIAT!ON: DATE S-8.1 ~ CITING!Ni[NG ~i~k~~A.D ~ CARLSBAD FIRE STATIOIII No. 6 FOUNDATION DETAILS -EMfN~~s\:;::~1-1 OWN BY: IDKINM I PROJECT NO. I DRAWING NO. CHKD BY: PI 3901 440-6 RVWD BY: C ------- .: -. ' ' ' ~- I ' -i ! ! -r ' :_ ' . ·. _, - .,~, .. DRAWING NUMBER SAfCO PRODUCTS • NEW HOPE, MINNE:SOTA FIEOF![]ER BV l"l!lRT NUM8EA 8553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA AEOFOER BV FIAFff NUMBER 955::! - - ------............ l'lllff____ -------- TJI !!11.K'G 11V 6-16d--~ EA ~K'G (3 EA &!DE> 2>c9 0U I ff!WI'. • 16' o.c.. 4»I !!!1.K'G AT EA 4X6 Fl.AT TY!". 2X4 !!!1.K 2X MeC!AIIV3-16d TOEARAl'TER SIMP. PAl2& • 24' O.C.. ---.. 1-"'1 cai-rr. AT STRA!" --, 2-"6 CI-IO!O!D !!IARS ___ , 3 112" X 11118' !"SL.--. 8TRUT T JI eLl<:'G • 16' O.C.. FL Tilt:>00 !!MT'G __ _,, PLANfeM!:ARWALL. 5CMEDULE 2X6 S'llJDS • 16' o.c...-~- FL Yll00D 81n''G F!:le ---... ·PLAN 2X6 BLt<:'G UV 2-16d EA,-~ al.I<: . 2X6 e-ruo • 16'0.C...--~--lf- TJ! JOt6'!" !"ER,---~ FL.AN !"I.. YWOOD IO!O~, 91-EATM!l«i ~--ATr ;EA~~~ Cir ~-po, TO !=IL.Lepo, at..K -16c:1 EA TJI ><toe, Li!IFE!O NAtlM UV1 .. xt2• ~ eot...T • 16'0.C.. 16·~~ f"----eo'11"a'I Cir LNrcl. !!11:YOND 3/4'=1'-0' .,--2X6 6"TUD8 • 16' o.c.. I ,--''-""' SILL !"LAT!: IIVl6d • 4' O.C.. TO L!:DGER TJI JOl8T f'Epo, PLAN --oll1P. Mrr - 311xl!J<, !"SL ~ ~'--ijii',_314•• 1-11:ADED !!IOL T • 16' O.C.. N.T.5. 1 Cl2X20.1 em.tr 111'2-314'♦ !!IOL T5 • 12' o.c.. !!IN TO !!11.t<:'G, TY!" '--•4-ted !:A !!ILi<: T JI !!ILt<:'G • 16' O.C.. 2X14 eMA!"!:D !!lLt<:'6 • 24' O.C.. (IOtr INrO C CI-IANNEL • T JI llE!5> &IMP CMeTC16 l!l'TRAP F!:lel"I..AN 314•.r-0· 13 ~-2X6 SILL !"LAT!: 11V 2-l&d • 8"0.G. l'-++-L3X3XV<r • 48' o.c.. , 1, 111'1-~n,-. TO FLOOR JoleT .,J<-'1"'-,14,i<'".! /l"l<IOYIDE ADDITIONAL ANGLE AT EA !:ND Cir Me& !!11:AM) ~--l'le&·!!IEA!"lfOl!lot FLAN 314•=1·-0· l <3 2-'9 CONT".---., ' N ~Tree □---.._ •8'0C ,•-4• 2-'9 CONT". TOP• toOI IOM 3/4'=1'-0' 2-.. CONT" _____ ___,, 2 !"I.. YWOOD 81n''G F9i! PLAN•-...r • SEAi<! ~ l!IQ.IEDULE 2X6 8'!1.ID6 • 16'0.C..----, 4-l&d EA BLI<:'----' 2X--!"L,,IN---' 4X SOLID !!!1.t<:'G AT ___ _, ST!:El.. 6TRA!"l!I r-1--TOP PLAT!: 11V 2-16d • 16'0.C.. 2-2X6 TOP l"LAT!:1!1---...r -• 32'0.C.. 2X6 6"TUD8 • 16'0.C...-------&IMP U MAi-lSEI---; -------+· -+~++-------+---t-~++--+-+--+-+-+--+-....; ---t---+--i~--i-t--t-f--t--t---i --i--+-t-+--t---i ----,----,-,--,.--,---, ------,--,.---,--,---,,---,..--, f------+---+--r--r-t------------i-----t--;---;---t---+-+.,-,>---+---; f------+---+--r--r-l------~+---------j----i<--+--+-+--J--+--; f------+---+--t--f--t-------+--+--t-+--+--+--+-+--+----- f-------+----lf--r >-------+---+ - -----➔---< -;----t---< . I I Energyf'rc ◄.1 byEnerg),Saft U~ar Number: 3124A -------~·~··~·~,1~•~"~'~'-' I I !LIGHTING COMPLIANCE SUMMARY (Part 1 of 4) OLTG-2-cl CARLSBAD F.S. NQ. 6 1°''" 10151200; l IGHTING POWER ALLOWANCES -GENERAL SITE ILLUMINATION· 'Table 147- -----------J-~A~l~lol~l~•~d~W~•~tt~•-+-~--~L~,~m~io~•~i•~•--' --+-~--'La""m"'l"'''EBa~l~l•~•~ta._~-1--"l"~'~l•~ll,'\ed Watt. __ _ B C __ D _ _!; +-----"-'----f-S04_,aH_+LI +~''---f-'K4_.,L_pM'4,;,N4-_0~ • r i:> ·1 , " r~. rf .r re ~ t,z 1 A j J ,i?'ii '@ 0 JP -11;' 3 m ~ -i! ~ ~j '?~ _U11,hling App11caliort Category (Table 147-AI IRE ENTRANCE SITE r ~~1,~J! fl i [I l1 r11 ~~ il ... -: ill° ;,1r 3 e ~ ;g i a·1 !II 1-11 I{ r i ~ --oescrrpuon _ ~a---1-~~ SD SO -PAR36 UPLIGHT . 24,551 0.15 3,G83 50 Walt sa 1. 55.0 X 11 SA1 -LPS POLE N--FLUOR-ESCENT JELLY N JAR : 1 ga 1.1 125.0 X 1 1,87 X 1 26 1.C 28,0 X ,. --G ~ FL00-RESCENT : G UP/DOWN LT M -FLUORESCENT M PENDANT 2 28 1.0 55.0 X 11 --i---J--+-t---t---J-+---; l L-FLUORESCENT W~LL X X _______ +---'+---'2"!-<-'1_.01-_.ss"."i'f'x+--1--"'1' J J -FLUORESCENT ST~P 1-T X K-FLUORESCENT WALL )( 'scONCE' ][: FLUORESCENT WALL L.scoNcE : -ISA-LPS POLE SA X X X l.PS90 2 2 1.0 55.0 X 1 1 2 1 1.0 14.0 X : 2 1.0 28.0 X :::> 1.0 55.0 X 1 ~ 1,0 126.0 X 5 4 25 71 37 t-------+--+---if----i--,f------, -+-----+-+---;>-+--t-+---+---i --i---+---i f-------+--+--+--+-+r-------t-+---+-+---- . r---------' . ------+--+--+-+--+--+---+-+--+-- ----+--+--+-+--+--+---+-+--+-- --+----l-+--+-- ---,---1--~--+--+--+-----~-+-t---+--+--+-+--+-+-+-- ----1--+--+--+-+-------+-+---+-f--+-+--t-f-t--- . Total Allotted Watts G:;J Total Installed Watts I I I Enl!rgl'f'w ◄.1 byEnerg~Sol User Numb~r: 3124A Pa~a:17 of 21 1 !CERTIFICATE OF COMPLIANCE (Part 2 of 2) OL TG-1 ·Cl PROJECT NAME CARLSBAD F.S. NO, 6 Li~htinR Schedules on Plans Show that Outdoor Linhtinn Meets Allowed Linhtinn P [!] 1-lghtlng power allowante for 11ener;1l site illumination on OLTG-2-C Part 1 of 4 D Not Applicable f-------------------------------0 Lighting power aflowance for local ordinance& or for security multiplier& Ofl OLTG-2-C P.ut 2 of 4 [8J NQt Applicable DATE 10/512006 --------; lli] Lighting power allowancei for specific applltalions, other thjln vehide seivke station a with canopies. on OL TG-2-C PQlrt 3 of• □ NQt Applicable r-----~-c" ··--------------~~--------------~-----, D Lighting power allowances for vehicle servi,;:e station canopies on Ol.Tai-2-c part 4 of 4 (!] NQt Appllcabl• , }----------------------------------- 0 □ 0 '□ Sign lighting compliance on OLT0-4-C Not.Applicable Installed ll9htlng power has. been determined in accordance wtth Section 1~30(c)1 Not Appllcable All permanently Installed luminaire1 with lamp& rated 100 Watts either hav~ a lamp efficacy of at lea9t 60 lumins par Watt or are controlled b_v e moUon sensor per Secllon 132(a) Not Applicable 1--==------------------c-----------[R] AH Lumlnalres. with lamps. rated greater thai, 175 Watts in hardscape .irca, )nc!uding parking lots, building entrantes, canoples, and all outdoor sales !Jrea& meet the Cutoff RegulremenW, of Section 132(b) · □ Not Appllcable ,--~-·---------------------~----'-----~~-----~------1 0 0 All permanently Installed outdoor ll1Jhtin9 meets the control requirements of Settlon 132Jc)1 NQt Applicable . ::R] Building facades, parking lots, garages, canopies, and outdoor sales areas melrt the Mul~i-Level Lighting Requirements of Section 132(c) 0 Not Applicable ~~• AUTOMATIC CONTROLS CONTROL TYPE!, CONTROL LOCATION (Room #J CONTROL IDENTIFICATION !Auto Time Switr,h, Dimming, eb:.) AREA CONTROLLED --' r---------, f-------1------------j C----- f----------1 f--------~-------------1 f--------------1 f----< r--------, r-------1--------~---j C------· 1--------1 )--------~-· 1-------; 1-------1--~---------J >---------- ____ ---------C---~~---~---' /------------1 /---J ------------/ f---- I • ---------------_....,,._. ~ I I - DRAWING NUMBER SAFC0 PRODUCfS • NEW HUl"E, MINNESOTA RWRDl:R BY 1-'AH'l NLIMcl!:R 6bt:,3 l'lll,lliUNlPlll:-llf i'/Jlfi ~HHU~LJIIE- I !CERTIFICATE OF COMPLIANCE (Part 1 of 2) OL TG-1-cl =====--------------------------~=~-----, PROJECT NAME DATE CARLSBAD F.S. NO. 6 10/5/2006 PROJECT ADDRESS If,-,, ''>i+<<''>'=o;,,·,=<,,~:n-·:;,.11: CARLSBAD ...• 11,. , .. P . #"•" "" l PRINCIPAi-DESIGNER -UGHTINO I TELEPHONE y/,,!y},L ,-;n,a;):4_1l~1,;lffr\h '. "D~O~C"'UM"'E"'N"'TA"T"'IO'"::;,!-c;~a;T~'"O"'Rc'C ___ ~---------~--l,T~EC:L~";"'!";N""\i-8~33~-~B~1~9~0-+lff;:~·•~iDtf~/\,jiji~• GLUMAC I (949) 833-8190 p; """'"···•·' '"'""" GENERAL INFORMATION DATE Of PLANS 0 jOUTDOOR LIGHTING ZONE f---------11/17/051_ ____ _,obL_..LZC'1_k□d..=LZC:2'--..l.Q! IXl,_-LZc:c,3,___.__, n_.u-c•=----------j FUNCTION TYPE [X] OUTDOOR LIGHTING □ OUTDOOR SIGNS fl INDOOR SIGNS PHASE Of CONSTRUCTION x) NEW CONSTRUCTION □ ADDITION [1 ALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the outdoor lighting system specifications need to comply with Title 24, Parts 1 and 6 of the California, Coda of Regulations. This certificate applies only to building lighting requirements. The documentation preparer herebv certifies that the documentation [s accurate and complete. DOCUMENTATION AUTHOR !SIGNATURE ------rDATE >-----GLUMA~C _____ .!_ ____________ __J, ___ __, jThe Principal Lightlng Designer hereby certifies that the proposed outdoor li9hting and signs design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications., and with any othE 1 calculations submitted with this permit application. The proposed building has baen designed to meet the lighting requirements 1contained in Sections 110, 119, 130 through 132, and 146,and 149 of Title 24, Part 6. Please Check One: (These sections of the Business and Professions Code are printed In full in the Nonresidential Manual.) D I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of Callfornia as a civil engineer or electrical engineer, or I am a licensed architect. D I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign t11is document as the person responsible for its preparation; and that I am a licensed contractor performing this work. D I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to slgn this document because Jt pertains to a slruclure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737, 1. ---.. ~~---~===-.--------~=~--~=~---i PRINCIPAL LIGHTING DESIGNER-NAME I SIGNATURE jDATI! ILIC. ti GLUMAC IGHTING COMPLIANCE FORMS & WORKSHEETS /Check box if worksheet is included) lilOL TG-1-C: Certificate of Compliance. Required on plans for all submitals for outdoca-liyhUng. Pari. 2 of 2 may be incorporated in schedules or. the plans EitherLTG-1-C orOLTG-1-C may be used for signs as foll01oY11: 1. Use L TG-1-C If the project consists solely of Indoor signs. 2. UseL T0-1..C if the project consists or indoor lighting, outdoor or indoor signs, bul no other outdoor lighting, 3. UseOL TG-1-C if the project consists sdely of ootdoor siyns. 4. Use OL TG-1-C ff the project consists m outdoor llghlin9, outdoor or Indoor signs, but no othar indoor lightlng. 1 ~0LT0-2-C: LIGHTING COMPLIANCE SUMMARY. Applicable parts required for ALL outdoor lighting allowances (Except Signs). ,!Xl0LTG~3-C: AREA CALCULATIONS WORKSHEET. Applicable parts re11uirBd for all outdOa" area calculations, il□OL TG-4-C: ~IGN LIGHTING COMPLIANCE. Required for all Internally and el<iernally lllumlnated signs, for boih indoor alld outdoor signs. CnergyPro4.1 by Enarg}'Sofl Us1tr Numbar: 31;?4A Job Numl,(Jr, 45184 Paga;15 of 21 !LIGHTING MANDATORY MEASURES LTG-MM! PROJECT NAME I CARLSBAD F.S. NO. 6 ----~jo~,r=e1_1_/1_4_/2-◊-0-5 ~J --------------------,----,-------, pesigner 'enforcement DESCRIPTION lXJ I 131{d)1 For every floor, all interior lighting systems shall b& eq1.1lppad with a separale automalic contra! to sh1.1I off the lighting, This automatic t011trol sh11II meet the requirement■ of Section 119 and may be an occupancy sensor, automatic time switch, or othar device tapable of a1.1tomatitally shutting on lh1 llght1n11, IX] I 131Jci)2 Override For Bullciing Lighting Shut-off: The automatit bull ding shut-on system I■ provided with a manual, accessible ovttrride swtlch in sigh! of the lights. The area of override Is not to exceed 5,000 square feet. Ix] ,§ 119(h) Automatic Control Devices C1rtifled: All automatic control devices gpecified are certified, all altomale equipment shall be certified and installed as diretled by th• manufacturer. IX] § 111 FluorHten1 Ballast and Lumlna.lres Certlned: AJI fluorescent fixtures specified for the project are tertified and listed in the Directory. All installed fixtures shall be certified. 0 § 132 Tandem Wiring for One and Three Lamp Fluorescent Flxtw-es: All one and three lamp fluorescent fixtures are tandem wired with two lamp ballasts where required t,>- Standardlfl Sattlon 132; or all one and three lamp fluorescent fixtures are spetifled with elaclronic hlsh-frequency ballasts and are exempt from tandem whing requirement,. lx] § 131(a) Individual Room/Area Controls: Eath room and area in lhi& building Ii equipped with 1 separate switch or occupancy sensor devite for each area with flow-to-ceiling r.'all■. :ZJ I 131{b) Un!form Reduction for Individual Roome: AH roomli and areaE-greater than 100 square feat and more than 0.8 watli per square foot of lighting load shall be tontrolled with bl-level switching for uniform reduction of lighting within the room. [Z] f 131(c) Daylight Arca Control: All rooms with windows and skylights that a~ greater than 250 square feat and that allow for the effective use of dayllgh1 In Iha ar&a shall have 50%of !he lamps in each dayllt area conlrolled by a separate switch; or the effetllve UH of daylight cannot be accomplished because the windows are contlnuou$1)' shaded by a building on the adjatent lot. Diagram of shading during different limes o,f the yeM is included on plans. n I 131la) Display Llghtinlil, Display lighting shall be separately swllthed on circuit■ that are 20 amps or less. ~-- -------i ------, ~~erg~ro 4.0 ~J:·c"c·•~,,s="'~----"~•~•~• N~•~m~b="~• '~'~"~•~-----~;"'='='""=~~-~•~"~""-----------~P~'1~•~20~of=20~_ I DRAWING NUMBER EiARXl PH□DUCT$ • NEW HOPE, MINNESOTA REDR:::JER BY PART NUMBER 13553 ----rus:mllj rnia w 1•1Wfl oo wis u-.-~---- I !INDOOR LIGHTING POWER ALLOWANCE ----------- ORAWINGNUM DWQ 440- 79 of 9~ $AFOD PAOOUCT9 • NEW HOR:, REORJ)EA BY PART NlJMBicR 6ijij ~ ~f'lJlimoorolliGt1'RIIITufl'lmct111t- LTG-s-el =~===---------------~ -------~-~------=c::-------, jPROJECT NAME r iDATE ~~RLSBAw~ NO. 6 L:i 101512006 - COMPLETE BUILDING METHOD-CONDITIONED SPACES · · ------~-~-~ r--,-,=-, ~---, r---~ WATTS PER SF BUILDING CATEGORY !From Section 14& Tablt: 146-B) .. AREA CATEGORY METHOD -CONDITIONED SPACES AREA CATEGORY (From Section 146 Table 146-CI COMPLETE BLDO.AREA All.OWED WATTS ------ WATTS PER SF AREA (SFJ ALLOWED WATTS R.{fii,• P.,fIICAMONGA -FOLSOM -EMERYVILLE 1------------------------------ 1--------------------------------- 1---------------------------------- 1----------------------------- 1---------------------------------- 1 e-----------------------------11-----r----1 r-----~ 1~----------------------~L---~===; :===:::; PAGE TOTAL :==~ BUILDINGTOTALI ~ ==~l~I ~-~I AREA WATTS trr,AJi,ii:iLO~R~E~Dii:i.iM!flHHQDQD~-~coonNQ""fllT Ji1n)i,Nifii:sieAiiiL===========--•a --------------------; UNCONDITIONED SPACES TOTAL ALLOWED WATTS I (From L TG-6-C or from tomputur run.) ------------~~----~----~~----~ Complete Bulldin11 and Area Cata11ory Method■ WATTS Catego~ (From Section 146 Table 146-B&C) PER SF AREA (SFI ALLOWED WATTS ~~,,,11_,,o"'th""e.,rs.,._ ________________ ~~-~o=.6-"<0 126 76 ~L=o=c=ke~r~ID~r~e~ss~i~na~R=o~o~m~-------------1--~0~.~807 202 ,__ __ 1_6_,2 ~ln~d~u~s=tn~·a~l~W~o~r~k~.L~o~w~B~av~-------------r--1=.00 1 __ 1~76_57 ,_ __ 1_7_645 ~E~le~c~tr~ic~a~l~M~e~c~h~a~n~ic=a~I ~R=o~om~------------0_~0~.70 121 .---~845 ~L=a=u~nd=lr~v ___________________ r-~0.,90 ,__ __ 2_3_1 ,__ __ 2_0_,B ~-----------------------------~ PAGETOTAL I 2,445 J I 2.2951 :=====: BUILDING TOTAL I 2,445 I I 2,2951 AREA ~_,W;;cA;';T;aT;I= TAILORED METHOD-UNCONDITIONED SPACES TOTAL UNCONDITIONED SPACES ALLOWED WATTS I (from LTG·S-C and L TG-6-CI . J---------R=-u-n~ln~;~u-at~;o-n--=T~;m_e_:--::1=01~0~51~0~&~1~4~:~1=a:"" de: 1160D82822 , .... ~ Energyflll 4.1 by EnergySoft Usar Numbar: 3124A -'Db Numb«: 45164 Paga: 14 111'21 ~~==~===~---=====~~---====~----"---====~ !ILLUMINATED AREA CALCULATION WORKSHEET (Part 1 of 5) OLTG-3-C! PROJECT NAME CARLSBAD F.S. NO. 6 DATE 10/512006 Hardscaoe • Method (I) A Hardscape for automotlve vehicular use. including parkin_9_~~.rd~r_lve~w-•~Y~•~•~nTd~•~;t~•_r_o_a_d~•·~----~----~ A BC □ EFG H f---~~-~-1f-c-~c"c==+--~---'.=:ci:"'7c=lc===-c=:c-!c=±=..c':--~~-----~~---1 Lighting Application (Tatila 147-B) ""11.ijl l'mW /1'Qll + 8' Ar~as (SF) to Sublract from within the lllumlnated Ara11 po~rnr.tgrufadj,mr.pt f--- oinp,w:11.i~d. Inqoo"" Arca botwoon pl;,nlcrs ~nd J;:md, ~oles Of Includes µ!anillffiand 1µmlnalres that 1an<1•""1'Qd .aoaois 1-are> 6 limf!s tht u-,ari 10· "'1da ma1 ~r11 mounting hei~ht m,nk:ist>u ~l' t ... d~ distance "" al.le~•~ l,;klea, (If Applicablo) " Overlapping areas of anoth131' app!!cpliqn or .umInaIre 0 Building A,.,,. n Areas Sub total ~ obstructed area1 by signs e>r to sJ~tract: lllumlnated Area other slruciJres (C <-D <-E ,._ F) (B -G) -+=~~~r-~=--1 n ---~ 0-+-·~·=' ""~-i l------~-J-----+-----1-~-------~-+~---t-----+-----; f-------l-----+----+-----+----+----+----t-----1 ------------;;------+-----+-----+-----+-----; -------------+-----+--~-1-----1-----+----t--~---+----- ---------+----+----+----t----+----+----+~ f----------+-------+-----+------l-----1----- ~--------~-----~----~------------~----------~----~ B. Hardscape for pedestian use, including plazas, sidewalks, walkways and blkeways ·-----------~-----~----~----~----~----~ A BCD EFG H 1---~~--~1-~~---i--~---';=c-;a;c;s::.c.'.===c=c+.c=c±==~~= ----,--~---, 1-----+•~"~'~"=SF)_l(l_ ;:i_u!J!raci from within the l!lumlnated Area /IC!ua; rav«1 A:m + 5' Ill Area between unpawd la~d on either poles Pf side Clfpau, o11ra~. lumlnalres that Overlapping s~111I1ieIwr:1e a1I are> 6 times th areas Arei:e Sub total rif oon1'(lwoos piwed are. mounting height of another obstrui::led areas Llghtlng Anpllcatlon hcioro!11rh,dl"(l a~J=nt dlslance a~plica!ion or Buildin9 by skins or to subtract: f---'[=T="'='="=•4=7-_.B~l--+--•~~="=~=·--t-'(l=fA=p~p=llc=•="=•J'-t-="=m=l"=''="=-+-=A="="'=--~°'=h•='=''="="'='="='t""(C_+D+E,..F) lllumlnaled Area {B~GJ -----i------,..-----j'-----; 1--------f------t-----+----+---------+-----;-----+-----; ---i----f-----i----+--~--J ---------+------+-----+-----+-----+----->------ --------+------+------1-----1-----+-----+------ Checklist D Sectioo 147 (c)1 13 Eaoh porlloo of ~II illw1irwl<ld ~fl'<l6 ha~ b~Dl1 6ssig11ad only one llgMlng appllc~tlon, and the applcaliD/16 are consistent wilh actual use of the areiio. 0 Sedioo 147 (c:)1 A -Gll/lcraJ Jllumirn;lion am.is includl;ll:l Ol',ly \i\Dse illumlna:ed area~ Iha\ a11a fn the bounds ofth&ApplicatiClll arid are Vii!hln a 6QUarepa~em nround , lum1nalre thailli sb( Urn es the lumlnalre mounting height, witl, the !uminairE In tha middle ¢ Iha patttam, le.ss a~y areas lhat are within buildir,gs, und~r car,opieii, beyond pro---" Dne1, Of obslrucled b~ slnns at ath&r slructurea. Energ~Pro 4.1 byEne09y5oft User Nwnber: 3124A Job Number. 45184 Pagp:19ol21 - - - SQ 'JHERN C,\LIFORNIA :·.r irn•·Virginia Dore Tower .'.U r, ~··: : · 10470 Foothill Boulevard ,;~ . Rancho Cucornongo l: ii::o/ifomio 91 730-3754 ,._,.~, _-, r, 909-987-0909 909-980-9980 • • analnaar, for 11ull.alnPbl, ful11rt• • • I\ .. ,,, , .. _.,: JS ADDENDUM 2 ill Ql. ,1/,071• ,,:9 ! ~" ' 6.. :~~! CONFORMED BY DESCRIPTION REVISIONS --n c,.:1. ' ., .. , ;.''' '" ·' DAT!; , Q&/19/2007 SCALE; NONE ', •'-" •,)I 'r . -.:,·_,..-r;-..-; , PR(},!i.£! NUMBER: 04142.00 DATE INSPE(;JOJt DATE ,.;~,.' E-0.5 fH'ffl7EE9T I CITY Od CARI.SBAD II ~EElS I ~-ENGIN~~,PEPAR'JMENT 95 I CARLSBAD FIRE STATION Nd I .. , .. :):, ii:i~ L-- E L 1; '. · IRICAL Tti,CIE 24 • IL ------ DRAWING NUM!3ER SAFCO PROD.JCTS • NEW HDF'f!, MINNESC!t REDFllEA BY PART NUMBER 6953 -,------------ DRAWING NUMBER SAFCO PA□□ucra • ~ HOPE. MINNESOTA . REORDER BY PART NUMBER 6553 -=-=---------'USl,IOl'Hll1itll'tllafrON rnra w~-............--,..;_..,:.::. --~ --___,...... -.. l'll!ITTl!fl'fDllrDrP!lllffl!KTIIISLIN£-- l I I I I I I I I ELECTRICAL SITE PLAN -WEST I I I I I I I I I I I ..... I I I ..... 'I ..... DRAWING NUMBER ~AFC□ PRODUCTS • NEW HOPE, MINNESOTA REORDEA BY PART NUMBEFi 6553 DRAWING NUMBER SAFCO Pli!JDUGTS • Nl:;W Hl.JJJE, MINNl:SUlA REORLJER BY 1-'Affi NUM~C:R l:lbb3 DRAWING NUMBER SAFC0 PRODUCTS • NEW HOPE, MINt'ESOTA REORDER SY PAITT NUMBl;R 6553 ---,- DR~w~o ~~~11~: i·· 80 of 9$ J: _··• 1- SAFCo PRODUCTS • NEW HOPf=, Ml REORDER BY PART NUMBER 65 '' -->".' ==-~ --............ -~ c.:.-~ =M !'{lS111Ulj ;:~i;c 111 Pillli1 riliTiilsuiir-== ~.._ ~ --=--r·mr:~fitli!ii:11tf'ifflf:"OH111rs.1111:----.,.,. ~-'-Ci# ~ ;.;...=..;... .... ----c----+-~;;:c ~1)$1f1oll(li~lirl!lfftalrn~suii='::.:.::. -----• ~ :;:;,;--~ -·:..:=:::;:. --~ --___,./f __,._. -1·1>1iirl:itHWlil:lifrniHlllM,_1ill~uNt---- --------•Mrn .. •m•m•... -------O•MOOMOOMO•MOO_,_ --••---- _'[7 ---·~t. I -- TO 5/E-2.1 / --I --J...,_ I --/ - --···-··-·----- -------~ 1/ --I NOTE: I I 1/ I ------- I I 1/ I . I I 1/ 1/ I I CONTRACTOR SHALL COORDINATE ELECTRICAL SERVICE CONDUIT ROUTING AND SIZE WITH SDGE PRIOR TO INSTALLATION AND BID. SERVICE PLANNER CONTACT: MARIA HIGGINS SDGE 571 ENTERPRISE ST. ESCONDIDO, CA 920211 TEL: (760) 480-7647 I I I I I I I I I ------- I AT&T PEDESTAL I I 18"x48" TRENCH SDGE-J"C, 4' DEEP FROM SUBGRADE TEL-4"C, 3' DEEP FROM SUBGRAOE CA1V-2"C 3' DEEP FROM SUBGRADE SPARE-2'1c, 3' DEEP FROM SUBGRADE 25' RADIUS NOTE: A. CONTRACTOR RESPONSIBLE FOR PROVIDING ALL LABOR AND MA1ERIAL REQUIRED TO RENDER SERVICE TO THE PROJECT NOT FURNISHED BY PUBLIC UTILITIES (POWER, TELEPHONE, CABLE, ETC.), ALL INFORMATION SHOWN ON THE DRAWINGS ARE FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING WITH PUBLIC UTILITIES THAT ALL THEIR SPECIFICATIONS HAVE BEEN MET. IF ANY ADDITIONAL REQUIREMENTS ARE SPECIFIED BY THE PUBLIC UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDIATING AND PROVIDING SAID REQUIREMENTS. B, CONTRACTOR INSTALLING POWER UTILITIES SHALL BE AN SDGE APPROVED CONTRACTOR. N EB 1" = 10·-o· 1 I I I (D RUN CIRCUIT VIA ASTRONOMIC TIME CLOCK LOCATED ABOVE PANEL '1A'. SEE LIGHTING CONTROL DIAGRAM J/E5.3. (D KEYPAD WITH SDGE KEV SWITCH. CONNECT TO GATE OPERATOR WITH 3/4"0. PROVIDE KNOX KEY SWITCH ADJACENT WITH 3/4"C, CONTRACTOR SHALL PROVIDE WIRING AS SPECIFIED BY MANUFACTURER DRAWINGS, (D GATE OPERATOR: INSTALL PER MANUFACTURER'S INSTALLATION DRAWING, INCLUDING KEY CARD AND AUTOMATIC CONTROLS. (D VEHICLE DETECTION LOOP, INSTALL PER MANUFACTURER'S INSTALLATION DRAWINGS. FIELD VERlfY EXACT LOCATION. @ IRRIGATION CONTROLLER, FIELD VERlfY EXACT LOCATION. @ 1 "C WITH CONTROL WIRIN(l TO ATS. (D FEEDER SIZED AS SPECIFIED IN THE SINGLE LINE DIAGRAM ON SHEET E-0.2, @ 1 1/2"0 Wint CONTROL WIRING TO REMOTE ANNUNCIATOR. VERlfY WIRING REQUIREMENTS WITH MANUFACTURER INSTALLATION DRAWINGS. @ CONNECT TO GENERATOR BATTERIES AND BLOCK HEATER PER MANUFACTURER'S INSTRUCTIONS, @ PROVIDE CONDUIT FOR MAIN TELEPHONE SERVICE PER UTILITY'S SPECIFICATIONS. @ PROVIDE CONDUIT FOR MAIN CA1V SERVICE PER UTILITY'S SPECIFICATIONS, @ PRIMARY POWER LINE. PROVIDE CONDUIT AS SPECIFIED BY SDGE. @ SECONDARY POWER LINE. PROVIDE CONDUIT AS SPECIFIED BY SDGE • @ DIESEi. GENERATOR WITH WEATHER/SOUND ATTENUATED (70dB) ENCLOSURE AND UNDERBELLY TANK. SIZE PER SINGLE LINE DIAGRAM. @ SDGE SERVICE TRANSFORMER, COORDINATE LOCATION WITH ARCHITECT AND POWER COMPANY, SHEET NOTES ---I ,, I --~-----/.. I ... ___ _ , ---- ( ---/ / I ® 1 B-38,40,42 ... 1/fJ.ff.J GENERATOR DETAIL 1/4" = 1'-0" 3 2 s' UJIIERN CALIFORNIA · .. _J-tt. Virginia Dore Tower ;' i.{0470 Foothill Boulevard .'{ Ir Ram:;ho Cucamonga • :', 1''.Colifornio 91730-3754 ' ·t;:.jj_ f.:',;1: j··' "'''' tel· 909-987-0909 ~ ][.~ . );i:' fax: 909-980-9980 ·"'''" "O -~ C: (]) a:: E (]) t::: LL<( ro 0. jg() (]) a C: ~ ro -o ~ (J) ro 0~ ·-LL ..c: - "O () L. c: ro ro ro o ..a Cl) a:: J T"" 0 C\I ,-.... JS ADDENDUM 2 CONFORMED DESCRIPTION REVISIONS .,," i-.. ,,,_. , ,), , r,!i OAJ :'06119/2007 SCALE: 1"=10'-0' h·+· ';;,'':,;.' ___ _i. ______ ~ Pf{Q~~¢T NUMBER: 04142.00 BUil T" DATE DATE E-1.1 DRA\\INO NO. 440-6 -i+----------------- - ' ' - . .., I "I DRAWING NUMBER SAR]J PRODUCTS • NEW HOPE, MINNESOI AE;JFOER SY PART NLJMI'!~ 6bb3 --Pfl!TtD!tWaflll'!'lttlffllttlllffl,l+!E-- ··-iti-·--·-~ -":"" --·-·- 8'j:;l rn•; -- ---~-•---------------------------------------,----- -- --,-----__,, ORAWll\jG NUIVIBER ' SAFC0 PFODUCTB • NEW I-OPE, MINNESOTA A_EOAOl:fi SY PAAf N.JMBER 6553 --?llll!Ttolff&&lfl'llttfl"1ll:lntltttllE--- ---_,. -·----·- I .. --------------------- DRAWING NUMBER SAFCO PRODUCTS • NEW HOP!. MINNESOTA REORDER BY PAl'IT NUMBCR tlUG3 --f'l!5\Tt311W!IE8f!'ftllfTOHTl!l!UtlE-- -------_,...,_.......---------·-----.. ---. .--··------- DRAWING NUMBER SAFCD PRODUCTS • NE'vV HOPE. MINNESOTA REORDER BY PAAT NLIMBEFI 6553 ---!'M1Mt:,tll'IITIT;tKTtl!lrntzLl!IE~ - ·---- ,,,. / 10,12 14,16 10,1Z ·-·~ @_n\ ···············=="'""'~· @~................ ··--.. --.--.................. ' .. !;,)~..... .. .... --............................................... ·-----·· .. t ,o · ··· o ·--·---·--··-J(]--==================, ............................................................................................................ = .... = .. ··=·-·=··-=···= -- ... - , - - -_,1 \..: - - - - - - - - - - - -=--:::·!Wij·t -=·=-:.. --------::;.t-= '= - - - - - - - - -..,.. - - --·.!f.°.it--:·=.-=-.::,.-===-==-~·-:::;;r-··--·-.. -.. _· _ .. ___ .. _ -----------·----........................................ _.............. --·-.............. _____ _ -------.. -··---·------...... __ ,., ____ . I I AT&T, 3' DEEP, 1 O' FROM CURB FACE I I JOINT UTILITY TRENCH -,• DEEP .... _ ·-· =,~;;;;;;;;~;;;~;;;;~;~;~~;;;;; . , . ;;; ; ;;;;~: : ~:::::::::::::::: ~: : ~~E;;: : ; : . ----·~•-; ; ; ~~ ; ; :•i; ;; ; ; ;;;: ; ~: ; :: ;; ;;;; . . ·-~~==,~;;:;:::----, --------SDGE-MV--------------------------·--sOGE-MV-------------------------------SDGE-MV-----------------------------SDGE-MV------------"'C::::--------I CATV CATV CATV CATV --.. ..._ j-_-=---~----~--=-=--------=-----=_-_-----=-=----~---=-----=_-_-----==--=-=-~ .. ~-----.:----=-~-------------------------------~------------------''--,, '"',C'! -----·-------I I '"I"' ------·------. ._ iii --·---------·-------.. ___ -- SDGE, 4' DEEP, 1 O' FROM CURB FACE CATV, 3' DEEP, 1 O' FROM CURB FACE ELECTRICAL SITE PLAN • EAST -,, . I I I I I I II /I I I I I I DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA RE□RIXR OY PART NUMElia:A 6553 --roe+TIBII HIii:' !If !'fllltl;JNT/tl!I ltll:-----...___ /, I I I I I I -=--'--,,....,.,,_ ---- (D REFE;R TO CIVIL PLANS FOR CONTINUATION OF CONDUIT TO STREET. SHEET NOTES N E9 1" = 10'·0" 1 ----=----- ,.,.,_ -·' -0 ...... Cl] C 0 Q) 0::: E Q) t::: I..L <( Cl] a. £3 (.) Q) 0 C " Cl] -a ~ (/) Cl] 0~ ·-I..L .C"i: -0 () Cl] Cl] C(.) ..c Cl] rJ) 0::: -s.... ~ Cl] (.) 0 N t-,. ',-•,f'>': , :.. JS ADDENDUM 2 CONFORMED ,_ I· .. ,, NO ,P~TE BY DESCRIPTION REVISIONS ',', j .•-,[· ', . ". h,,,,-· PAJJi!i06119/2007 SCALE: 1"=10'-0' P/f )~FT NUMBER: 04142.00 ' ~,, ' ''" : .. ·,'.lI: ·-As BUILTU · j,i 1I;:.1i.l,,;, ',"" • •·J, "j ' ~~ ,'1·(!1•/6 p,'r;ZllZ~ ,;xp. 3-11-1, DAlE ,_:',,. ffti'. ,~;:_ •. -=,----------1 BY: DAlE DRAWING NO, 440-6 If 1 lt DRAWING NUMBER SAF0J PRODUCTS • ~ HOPE, MINtESOTA FEORDEA li)'r' PMT r')l,.IMBER P553 ! -·' I DRAWING NUMBER SAFCD PRODUCTS • NEW HOPE, MINNESDTA . RWRDER BY PART NUMSER 1,553 -----,----~~ ---------- DRAWING NUMBER SAR)} PROOUCT3 • NEW HOPE. MINNESOTA RE□R:JEFI BY PART NUMBER 6553 DRAWING NUMBER SAfCQ PFl□□UGTS • r-EW HUPE, MINf\l:SUTA REORDER ar PAITI NUMBER 65b3 DRAWINO NUMBER SAFCO PRDDLICTS • NEW HCFE, MINNESOTA FEORDCA GY PART NUMBER 6553 DRAWING NUMB DWG 440-G, 82 of 95 SAFOJ PRODUCTi • NEW HOPE, -'-. · ~E□_~o_~_~!-~_~u-~~-~~~};; f.;;:I:, -. , -----=---._ .._-----.~,-c_-,w-,;.c. .•. =-.,,--.;..~F(lXl'.l{rnE!lGfllr!'lllllTONTilll!Li'li__., -....-~ ~ ~-.. - ' .,,..,... -~ ~----. =-~ffillWlEOll£0Fl'lillffGHTil$l.fllf.........;.,;, -----::---. --__ !_ ~ __ ..,... --roa.Hw,rnaq11'1illffllllTil'5"UfiE-------·----==.;. ·,--,----··=-,.-_____. -=-roorJUN[l)llrW'"l'lllliTIIUTlilSI.JE----~ ~--~ -..;;;,,;;_fOSITJOO EDGE Of f'lllMl (ltjTl!lhllil.:.-=.:;....:,, -----=----.. ----=-· -~-t'llo,11w. ~uat Ill rijltil ti! ~rllll U!llf:~ -~- I (.\ ___ ~ v:__;---Lir [J 1YP.~>- CD- I 0--+ -.. .----! i -4--t-- l ! -1--t-· ' ' sw,t2. ,1P _££8; -- EF2 1 361W,120Y,1 I cb ' • - ,,--· 1-'=-·-·--·-·---··""· 4 18 lYP. MOTORIZED DOOR 12OV,1/2HP (1YP, 4) 1YP, 2C27.:k • ff u u fl I B • u u I I u u • , ' FIRST FLOOR POWER CEILING PLAN ... 1 B, S<:ALE: 1/8"•1•-0• FIRST FLOOR POWER PLAN :r ' ·. ,,. 1A-2O,22 1 "C W/ PLJLL STRING ff ff I • u I ff ff fl u ' 5 .. ~ •• . l ' "j''' , .. ,, 11 16 3/4"C W/ r----.J PULL STRING 2o IF51 ~ [J 10 ·-·, , .. ,-,--, 1A-11,1 ·-,,_,.,_,,, ... , ...... -.... 1 10 I 10 . ..~"'"'"'!"''• l Gos! _,,.,,., __ .., s·' < al 11oe l s 1-------,,----,-,-,--•--•-·_ ! , ..... ··i:-;.::-..·, r>= j l. • ,..,,.,,,n•m•· w,• ' ' l -' ---1----+---·CV--~-I~-___ , I I ~ I I -+--t-+ I cb 1A-17,19,21 7 I . 35,37 l ..•. .,. '--ilt-➔1A-35,37 1C-1 1 [ii±j .. ,-, ·-..... ---------------,---· .. ,_,_ i7""'l'II .. J..l~ .. - A-7 i ""'<'I i , .. .,1 .... 1 .. 1 .:?. .. J 29 ~~r lA-25,27,29 ®'--flHl+lf--➔1 C-2,4,6 5 E2.1 2 1A--2,4,6 3 , ' FIRST FLOOR POWER FLOOR PLAN I.._ 1 A. S<:ALEl 1/8"a1'-0" TRUE NORTH N EB PLAN NORTH 1/8"=1'-0" 1 I c~ @)(MSB-6) @)(MSB-4)-++i'~ 1A-31,3J+i,fi+tt 5HP NR COMPRESSOR@ 33 Ofl -t1B" ! --0 31 Ofl +11!1" I r:::·:. I I· , i -., I i __ f"'""' -., . l ! i 1?':!. ! ,·•-•••·" ! . __ ...,, . . ·j !..............-...1 1 . l······· , ...... ., 1········ 1 +--t- A. REFER TO DETAIL DRAWINGS FOR ADDITIONAL INFORMATION. ALL DETAILS APPLY FOR ALL APPLICABLE SITUATIONS WHETHER REFERENCED OR NOT, U0N, B. AT ALL FLOOR BOXES: PROVIDE 1• CONDUIT TO SIGNAL SIDE Of BOX AND 1' CONDUIT TO POWER SIDE OF BOX, C. ALL CONDUlf TO BE CONCEALED. EXPOSED CONDUIT NOT ACCEPTABLE. INSTALL CONDUITS IN MASONRY CONSTRUCTION PER STRUCTURAL DETAILS. D. flRE AIARi.t DEVICE LOCATIONS ANO QUANTITIES ARE TO BE VERlflE0 ANO MODIFIED AS REQUIRED BY THE DESIGN/BUILD flRE ALARM CONTRACTOR TO INSURE CONFORMANCE WITH ALL LOCAL, STATE ANO FEDERAL CODES. DEVICE QUANTITIES SHOWN SHALL BE CONSIDERED TO BE THE MINIMUM QUANTITY TO BE PROVIDED, CONTRACTOR SHALL ADD DEVICES AS REQUIRED TO MEET CODE AND SATISFY THE FIRE MARSHAL GENERAL NOTES c- =--:.:.:::::-• 4 -S TO SHEET E-1.1. ELECTRICAL ROOM ' " GUTTER #J -(PNL 1A,rB,1C) 1/4"=1'-0" PCWER REa SURFACE MOUNTED, PROVIDE RATCHET LOCK, L5-2OR RECEPTACLE, AND 3 #12 CONDUCTORS IN 'SE0W' CA!lLE CORD RATED AT 20 AMPS, CORD LENGTH OF 25'-0". (DUR0 REEL #2503) EQUIPMENT SCHEDULE 5 6 ROOM# ROOM NAME 101 EXTERIOR ENTRY 102 OPEN OFFICE 103 TOILET 104 HALLWAY 105 OFFICE 106 DORMITORY 107 SHOWER/TOILET 108 DORMITORY 109 DORMITORY 110 DORMITORY 111 HALLWAY 112 COMMUNICATION ROOM 113 ELECTRICAL ROOM 114 SHOWER/TOILET 115 CUSTODIAL 116 SHOWER/TOILET 117 SHOP/LAUNDRY 118 STORAGE 119 EQUIPMENT ROOM 120 VESTIBULE 121 FIRE RISER ROOM 122 APPARATUS ROOM 123 TURNOUT LOCKER ROOM 124 STORAGE 125 INTERIOR STAIR/POLE ROOM# ROOM NAME RA]j¢/i , CJICAMONOA -FOLSOM -,C\fBRYVILLE .. ,, .,.,. c,i·• SO THERN CALIFORNIA -, _,; (; .ct. .. {:, ; : Yir9inia Dara T ewer }, ~470 Foothill floulevard ,v '.' Rancho Cucqmonga i!f;;~;;· ·., •< .:,,-, ROOM LEGEND 2 (j) TWO CIRCUIT PLUGMOI.O WITH RECEPTACLES 18"0.C. ON ALTERNATING CIRCUITS. (WIREM0LO #Al200 OR EQUAL) (D RECEPTACLE FOR GPS ATOMIC CLOCK HEAD-END EQUIPMENT, (D REFRIGERATOR, (COORDINATE WITH MANUFACTURER EXACT MOUNTING HEIGHT OF ELECTRICAL CONNECTION.) (D FIRE SPRINKLER MONITORING PANEL MONITOR PANEL SHALL HAVE THE CAPABLILl1Y OF MONITORING/CONTROLLING PULL STATIONS, SMOKE DETECTORS, AND STROBES AS WELL AS THE FLOW AND TAMPER SWITCHES. SYSTEM SHALL BE DESIGN BUILD AND PROVIDED BY THE CONTRACTOR, (DMP XR5fC-R OR EQUAL) @ MOUNT RECEPTACLES HORIZONTALLY DIRECTLY ABOVE COUNTER BACKSPLASH @ RECESSED GENERATOR ANNUNCIATOR PANEL ('[) DATA RACK. E.C. SHALL PROVIDE J.S REQUIRED. @ EQUIPMENT RACK (E.C.) FOR FIRE ALERT SYSTEM (PROVIDED BY OTHER SECTION) AND SOUND SYSTEM (PROVIDED BY E.C.) DATA DISTRIBUTION EQUIPMENT SHALL BE MOUNTED IN CABINET IF POSSIBLE. C[) UNDER COUNTER ICE MAKER. VERIFY POWER REQUIREMENTS WITH MANUFACTURER. @) SIZE FEEDER AS SHOWN ON THE SINGLE LINE DIAGRAM ON SHEET E-0.2. @ DISCONNECT SWITCH. SIZE AS SHOWN ON SINGLE LINE DIAGRAM SHEET E-0,2, - @ FIRE SPRINKLER RISER WATER HORN. COORDINATE EXACT LOCATION WITH ARCHITEClURAL PLANS. @ E.C, SHALL PROVIDE 2O8V CONTROL CIRCUIT FUSE TAPPED OFF NR COMPRESSOR FEEDER FOR AUTOMATIC DRAIN VALVE. CONTRACTOR SHAU. COORDINATE WIRING WITH AIR COMPRESSOR MANUFAClURER. @ DRAIN VALVE. VERIFY NEMA CONFIGURATION WITH AIR COMPRESSOR MANUFAClURER. @ 1 -GANG MASONRY BOX, 3 1 /2• DEEP, FOR APPARATUS DOOR MOTOR OPERATOR POWER. VERIFY ELECTRICAL REQUIREMENTS AND EXACT LOCATION Of ALL POWER AND CONTROL DEVICES WITH MANUFACTURER PRIOR TO INSTALLATION. @ (1) 3/♦"c,o. TO CORRESPONDING DOOR CONTROL IN MAIN SWITCH BANK ON EAST WALL VERIFY CONDUIT SIZE WITH MANUFACTURER PRIOR TO INSTALLATION. ALL CONDUITS SHALL BE CONCEALED. @ (2) 1 /2"C.0, TO J-BOX(ES) FOR DOOR SAFETY DEVICES (SEE SHEET 1 A/E-J.1 ). VERIFY ALL CONDUIT SIZES PRIOR TO INSTALLATION. ALL CONDUITS SHALL BE CONCEALED. @ DOOR CONTROL BANK. CONTROLS PROVIDED BY DOOR MANUFAClURER. COORDINATE CONDUlf CONNECTION WITH MANUFAClURER. @ CIRCUIT CONTINUES ON SHEET E-4. 1, @ EXHAUST FAN ACTIVATED BY LIGHTING MOTION SENSOR (OR TIMED SWITCH). @ E.C, SHALL PROVIDE 1 "C AND INTERCONNECTING CONTROL WIRES AS SPECIFIED BY DOOR CONTROL MANUfAClURER. @ THERMOSTAT PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY E.C, 1YPICAI., U,0,N. @ STAND ALONE COMBINATION SMOKE DETECTOR ANO AIARM, PROVIDE INTERNAL BATTERY PACK. TYPICAL, U.0,N, @ TIMER SWITCH FOR APPARATUS BAY EXHAUST FANS (Ef-7,11/1). REFER TO CONTROL DIAGRAM 6/E-5,J. COORDINATE LOCATION IN FIELD. PROVIDE PERMANENT LABa IDENTIFYING SWITCH CONTROLS EXHAUST FAN. @ TV RECEPTACLE MOUNTED IN CA!llNETRY. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO INSTALLATION, @ VEHICLE EXHAUST CONTROL PANEL (PROVIDED BY VEHICLE EXHAUST MANUFACTURER). COORDINATE ALL POWER CONNECTIONS WITH MANUFACTURER, @ E.C. SHALL PROVIDE C0NDUlf CONNECTION TO VEHICLE EXHAUST TRACK PER MANUFAClURER'S INSTRUCTIONS. "O ...... co a3 0 0::: E Q) t: LL~ co C. jg() Q) 0 C ~ co "O ~ (J) co 0~ ·-LL .c- "O u s... C CO co co 0 .0 (/) 0::: s... T"9 co 0 0 N ,-.... .. ,.,, & 0?i 11,1 JS ADDENDUM 2 CONFORMED ,;i,: _,-,;1 NO Q T' BY > ,,. "' DESCRIPTION > ,,Mi . REVISIQNS ;: ·,:. -.J,i DAT£! QfJ/1912007 SCALE: 1/8'"1'-0' ~ ,.,. ... , '"" PR(?i ~fNUMBER: 04142.00 ;J/ AS BUil T" :f,~"q '. 3-Q/•/l} EJ<P.:3 •3/•tr, DATE DATE E-2.1 [sHffi 11 CITY ~-:~ARIS BAD II SHEETS I LJU ENGINEERINO DEPARTMENT 95 ' " CARLSBAD FIRE STATION No .. _,' ,: i{j . ' _.· :·. i;: 1.L1 1 FIR..ti:fLOOR po@!BPLAN .··· i JECT NO, .:/ i:J901 · ··-"l cf" ·, 0RAWIN(l NO, 440-6 ·----- ,- - -L -------' ,--------: ·-----" ' ' -,--' ,_ I : ! DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUM8 ., .. OWQ, 440·6 ·. 83 of 95 . SAFCO PHLXJUCT!I • NEW H□Pe, MINNESIJTA SAFOJ PRODIXTS • N~ HOPE. MINNESOTA SAfCO PRODUCTS • NEW HOPE, MINNESOTA 5AFa) PRODUCTS • NEW HOflE, MINN!:SOTA SAFC0 PR□DLIG11.I • I\EW H□~ Ml ----, ----· -·---. .. REUl-!IJl:fi 13,'.l' RllJ,lT NUM!iER !>553.----------------------F!l:Q'3b!tBID'._FARTNUMBER™ _________________________ ., ____ . __ ____ ., .... _ _ . _ --·--··-·-___ ___ RE(JRCER BY P_Afil_NUMBEA 6553 ___ _ SARXJ PRODUCTl!I • NEW HOPE, MINNESOTA REOR~ BY PART NUMBER 6553 FlrnR~R 81' PA.Ht NUMl:l~R tiGP:3 REORDER BV PARr NUMBER 6 -==-~ ----- - --!'03fllllll'f!Nlf(lfffilllf:it!WIBUflf---- -..... -........,,,.. ----..--.POJllWN-•l'IUll'rON-llllll"""'=G~ ~ ~ ------------, ,,,,_ .....,......,.. ...----------~111~1Ililtj ""Ii OJ: r',tllll Olj CW.I i._\llE--....__. ~ ....__ -fOWIUNED&fOff'llllfl~TillSLl!tE--~ --,__ _ _. --~ ~ ----fti~li!ll~LU&l.llJfl!lftl1.11jlt1IIILII-II.--------~ -1·0bll,U~.W6l.iiF1111fi(ljBiii~uc.;...;.;....;.. -~ ~ ... 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J .............. 5 -·---"J'-~_,, 0 J l,lil--itt--(!D:!:,.,,:..i-it~~,.,,~·Hi--@'.!,.,,:J ' WP !-.!::::a:•-· lJ..t' ... ___ j ,,, ________ . _______ --- , 0 t201J 1 ' -(~ ---· .. -.. --.................. ~ ... --. 5 WP . , --------------- (aJ - I (~1-, -+ -~1= ................. = .. =i-~~-~::::~~===:~~:'. __ · ... -~ ....... __J .. _.._ ~I --- /' I 1 3 4 -------- (~ . I r;'i -- - -,~ 8 ---··~ C D ---0 ... ,., .... , ............. ·--·-------0 --1(0 G:1 ~Br.~~E~~~,?~a~7,~-~~~F~L~O~O~R~P~O~W.::..:..:::E=R~C~E=l=L~IN~G~P~L=A~Nc_:___ __ ~,------------ - ,'1Ar.S=E=C:;-;;O:;""'.N:.-:D;:;,F'--L,;;,_;O:....:O=--=-R-=--=P'-O=--=W=-=-E=R'-=--=--F=-LO=-O.::..:R'-=--=--P=LAc.::N-=-------------- .. SCALE: 1;a· .. 1°-0" - SECOND FLOOR POWER PLAN t -,r·. , 'I i ; ~ ' ' - TRUE NORTH N EB PLAN NORTH 1I8"=1 '-0" 1 KITCHEN DETAIL 1 B-19,21,23 j'202] j 21 K;-!GHEN 1B-9,11,1J I I 12x12I BOX ~ IN 15 FLOOR CEILIN SPACE ' = = ................. . ............... _ -'I .,_23 _ GA -1 S-15, 17,25 T "-" ~ ~ ~ ----~ '"" ·= ·-·"-··--··-··-,.._ ··-···-··-· ·-··· ·--···-·-_.._ --. ! 25 ~ .. ._ ......... IJ .................................. ., .......................... . I I I I I I ·-·· .. ·-r- \ 1:··----·-·-·~ _) l"1 1/4"=1'-0" 5 ROOMf ROOM NAME ROOM# ROOM NAME 125 INTERIOR STAIR/POLE 201 HALLWAY 202 KITCHEN 203 DINING ROOM 204 STORAGE 205 TOILET 206 DAY ROOM 207 EXERCISE ROOM 208 DECK ROOM LEGEND CD GARBAGE DISPOSAL (D RANGE HOOD. (COORDINATE WITH MANUFACTURER EXACT MOUNTING HEIGHT OF ELECTRK:AL CONNECTION.) Q) RANGE OVEN. (COORDINATE WITH MANUFACTURER EXACT MOUNTING HEIGHT OF ELECTRICAL CONNECTION.) (D REFRIGERATOR, (COORDINATE WITH MANUFACTURER EXACT MOUNTING HEIGHT Of ELECTRICAL CONNECTION.) @ DISHWASHER. (COORDINATE WITH MANUFACTURER EXACT MOUNTING HEIGHT OF ELECTRICAL CONNECTION.) @ MICROWAVE, COORDINATE EXACT LOCATION WITH ARCHITECT, CJ) PROVIDE AT LEAST TWO 20-AMPERE SMALL APPLIANCE BRANCH CIRCUITS TO SERVE KITCHEN AND DINING ROOM. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. (NEC 210-52(b)(1-3), 220-4(b)) @ CONTRACTOR TO FIELD VERIFY WIRING CONNECTION AND PROVIDE RECEPTACLE AS REQUIRED. @NOT USED, @NOT USED, @NOT USED, @ EXHAUST FAN ACTIVATED SY LIGHTING MOTION SENSOR (OR TIMED SWITCH). SEE CONTROL WIRING DIAGRAM B/E-5.3, @ CIRCUIT CONTINUES ON SHEET E-4, 1. @ 7-DA'f DIAL TIME CLOCK (120V) PER SPECIFICATIONS, @ BARBECUE HOOD, (COORDINATE WITH MANUFACTURER EXACT MOUNTING HEIGHT Of ELECTRICAL CONNECTION.) SHEET NOTES A. REFER TO DETAIL DRAWINGS FOR ADDITIONAL INFORMATION. ALL DETNLS APPLY FOR ALL APPLICABLE SITUATIONS WHETHER REFERENCED OR NOT, UON, B, AT ALL FLOOR 80XES: PROVIDE 1" CONDUIT TO SIGNAL SIDE Of BOX AND 1" CONDUIT TO POwt;R SIDE Of aox. C, ALL CONDUIT TO BE CONCEALED, EXPOSED CONDUIT NOT ACCEPTABLE, INSTALL CONDUITS IN MASONRY CONSTRUCTION PER STRUCTURAL DETNL 10/S1,4. GENERAL NOTES 2 3 4 ' ' Architects Ml,f<;JJJ?J:f/CAMONGA ·FPLSOM. EMERYVILLE SOtiJIIERN CALIFORNIA · :· s.-,1, • ' .. ,-~ .. :,T V' . . D T · .. ·;;" ·;N ,. ,rgm,a ore , owe, ·· '' • f Q470 Foothill Boulevard 1r;' Rancho Cucamonga ·; (!ali(ornia 91730-3754 . ,.,:·. , l ' i ~ ;, ·•···•·• :J tel, 909·987-0909 --~-. ,,/;";,,,, ,,. · ,,, fax, 909-980•9980 ' .' .' .,_,,.._ __ ,,' "O +-'' 8 C cJ.) 0::: ~' cJ.) LI. <( co C. .so cJ.) 0 C n co "O ~ (/) co 0~ ·-LI. .c- "O. () 9- C CO co co 0 ..a Cl) 0::: 9-co T"" 0 0 C\I t-,. ' I-1 •• ! ·, ADDENOUM2 A,,.,, .... D ,')Qf ' '•"·, _ ... , CONFORMED , ,. ·"I ,,, ,,,,,, 6 -1··•'·· :;-:-_ {ii:'.. DESCRIPTION ;; ,)!j REVISIONS ,·•i, _,,' ·, DAT: ; Q~19/2007 SCALE; 1/8"=1'-0' .,,.' ... -., PR(,)~:~~l NUMBER; 04142.00 _, < ' ,, ,.- -t) DATE DATE E-2.2 - DRAWING NUM13ER DRAWING NUMBER --SAFCO PRODUCTS • NEW 1-ftJ~. MINNES!Jl SAFC0 PRODUCTS • t£W H□Fti:, MINNraJT;\ AEORDEfi BY f'At-n N,JM!;ll;fi 6!;i511 Fli';Dl"l[ml av l"AH1" NUMBl:A 6P53 --_, P0$1Tllllff.[]aElfrR1NTON.TI1ISll/li-~----~=~=~~ --=~--~~=·=--~ f~~.Ql'rWONllllaUHli-- J 1------,-------- ----- DRAWING NUMBER SAFCO PRODUCTS • NEW HUPE. MINNESOTA REORP~A av PAf-fl NUMi::l~A 6553 DRAWING NUMBER SAFC(l PRODUCTS • NEW HOPE, MINNl;S□l._ REOR:IEA !3\' PART NUMBER 6553 DRAWING NUMBER SAFO:l PA□DUCTll • N[W HOPE, MINNESOTA REDA~ l3Y PART NUMBER 6553 DRAWING NUMB DWG 440-G 84 of 9$ '! ! • SAFCO PRODUCTS • NEW HOPE, 1V11 . . . --~ ~l'ffSITl.'.JNfllifBFPt\llftflll~llNE---=-~ ---------f'IIB!Tl!lltfflllfO!'f>fl!lffilllTtllllU!tf----~ ,...,,,_..._ -----=-~ ~------,us111w.t~Ofl'llliT;)IITIUoUNE-~ ------------F!EDA□Efl BY PART NUMBER 65~* 'T$i!lf.~;.{ ~---"OSIT!Mmarorrr.ur11Hni1st111E·----.... ...____ i - ROOF PLAN !-. :r-i · ~- A -_,_ __ ------ . ' -----........ .,.... .... .. .............. _ '-----,-, . J. TO 1B/E-2.2 (RM, 207) 3 lYP, 3 0 ::, TO PL YMOVENT ·-·-· CONTROLLER H=~'fr::7 EF ON 1A/E2.1 U.,~'7~p;-J TO PL YMOVENT 7 1/2HP,208V,JPH CONTROLLER r+- ON 18/E2.1 ITT~l *~1/d·~¥·12d°"~·-'•-H---------------------7 1 ,,;1.::··.:._ \:, ~ 33f.wi, -➔lB-37@ ,,0¼ 37 f-----------------------f ... J I 1/2HP,120V,1PH I WP EF11 -1)(1) Q) 1 B-3J,3~♦ !If ,,. 1B-31 ◄- -s,~ ,-,rtt-=:,c--t ,, .. (' . 'I ·~: . .-;:il '& 111r ... 1/-4HP,120V,1PH EF12 5 1 I I . .,. ............... .. TO 1 B/E-2.1 (RM, 123) .. __ .... _ ...................................... ________ ............................. -................ -........................ ______ ............................ 0) ................................. ·-· ..... ____ _ --......... _ -_ ...... _ ·--.. _ -.. .. .... "' --1----------------+-----➔-----------------------0 '-------,',----------,;,.---' 3 5 ---··· ·-~---·----------·--- TRUE NORTH N E9 PLAN NORTH 118"=1'-0' 1 (D SIZE FEEDER AS SHOWN ON SINGLE LINE DIAGRAM ON SHEET E-0.2. Q) SIZE FUSE/DISCONNECT PS SHOWN ON SINGLE LINE DIAGRAM ON SHEET E-0.2, Q) ROUTE CIRCUIT THROUGH RELAYS IN CABINET 'RC-2'. SEE CONTROL DIAGRAM 5/E-5.J, (D 1;2·c.o. STUB UP WP J-BOX WITH LIQUID TIGHT 1 /2' FLEX CONDUIT TO MECHANICAL EQUIPMENT. CONTROL WIRINO BY f.lECHANICAL CONTRACTOR, @ EXHAUST FAN CONTROLLED BY LOCAL SWITCH, @ (1) 1 "c.o STUB-UP WITH PULL STRING FOR ANTENNA. COORDINATE EXACT LOCATION WITH ARCHrrECT IN FIELO, (D DUCT DETECTOR (BY E.C.) TIED TO FIRE SPRINKLER MONITOR. lYPICAL FOR ALL DUCT DETECTORS, U.O.N. @ COMBINE ALL HOMERUNS FOR CIRCUIT IN J-BOX PRIOR TO CONNECTING TO PANELBOARD. SHEET NOTES A. REFER TO DETAIL DRAWINGS FOR ADDITIONAL INFORMATION, ALL DETAILS APPLY FOR ALL APPLICABLE SITI.JATIONS WHETHER REFERENCED OR NOT, UON. B, 00 NOT ROUTE CONDUIT ON ROOF. RUN ALL HORIZONTAL CONDUIT BELOW ROOF. C, REFER TO MECHANICAL DRAWINGS FOR MOUNTING AND EQUIPMENT DETAILS. D. ALL EXTERIOR MOUNTED EQUIPMENT AND CONDUIT SHALL BE WEATHERPROPF RATED, MINIMUM NEMA 3R. ~ E. ROUTE ALL CONDUITS UP THROU H EQUIPMENT CURBS. COORDINATE LOCATION T AVOID CONFLICTS AND ALLOW FOR CODE CLEARANCES AND MAINTENANCE ACCESS. F. INSTALL ALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS, THESE DRAWINGS ARE DIAGRAMMATIC, G. DUCT SMOKE DETECTORS FIJRNISHED AND WIRED BY DIVISION 18, INSTALLED BY DIVISION 15. COORDINATE WITH MECHANICAL CONTRACTOR FOR SAMPLING TUBE LENGTHS, H. ALL CONDUIT TO BE CONCEALED. EXPOSED CONDUIT NOT ACCEPTABLE, INSTALL CONDUITS IN MASONRY CONSTRUCTION PER STRUCTIJRAL DETAIL 1 D/S!.+. 2 Architects RANfJ/P.J:J!CAMONGA. .. FOLSOM. EMERWILLE .. '""· _._,,,, S. O'JHERN CALIFORNIA flf. Virgjnjo Dore Tower .. 10470 Foothill Bovlevard .~~~( Rancho Cucamonga , .fa/ifomia 91730-3754 ·,,,.-.<, ~ '"": .. rel, 909 .. 987-0909 fax: 909-980-9980 'O -c,:, C 0 (I,) 0::: ~ (I,) co u.. <( a. Jg() (I,) 0 C ~ c,:, 'O ~ (f) c,:, 0~ ·-u.. .c- 'O (.) '-C C,:, c,:, co () .0 en 0::: '-c,:, T"" () 0 N ,....._ JS ADDENDUM 2 CONFORMED 6 ,, .. ,, " l\' -'':' fl' ',·,H, ••·,, , c_, ., •.. , . ,, DESCRIPTION j,: i(;i ·· REVISIONS DAT ' ·1~/1912007 SCALE: 1/8"=1 '--0' •, ,,. •' 'it-,• PR◊/ er NUMBER: 04142.00 ,J'i·:, '.".:1' DAlE DAlE 1--G_E_N_E_R_A_L_N_o_T_E_s __ ___,_----\_3...... 6~f lTION: E-2. 3 ~]I CIT!G1$J&t~!~PAD II~ CARLSBAD FIRE STATION NO .. t · · ,., , ']}LAN ·:),:;-, -_ ',"j ;;;·-,.::-'. ·, ;·:m-:·, DRAWIN(J NO. 440-6 __ ; t ; ' .. ',,· ' • ' : :j . ; . t f DRAWING NUIV!BER SAFCO PRODUCTS! • NEW HOPE, MINNES-JT,A REORDl;R SY PAITT f'l!UMSER 65153 I ; ' e---b '' ' ' . ;--0-., .. . . 'i : { ' , 0-- [J . . ········ 1 . . . ·1 •.. l ...... ········· !--------· r ... , ___ , . .,,., ... '" ·-·-··--·i I c0--+---i .-i', t : - s I __ L_ __ -- 11 • J; ·J··-· ... J ----.!.__ . -----I ' __ I -----~ : --------_ _____ ,, ____ , __ I I DRAWING NUMBER SAFCO PAOOUCTS • NEW I--IJPE, MINNESOTA REDRCJER BY PART NUMBER 6551 ~ ---~9H10ff£11llftw'rtt!IF.0Hltffflt!llf---- ,----,---AS;------,---------. ' II II II I ~----AS,-..---------..-- ' ---··-·-----·-··-··-··· WP ··d +1 -4• FIRE ALERT SYS!FM CIRCUITING,_ __ _ TYP. 0 ···-.--- ,., .... ~, ; .,_..J i .... ., .• 1 i ,,,..,, .. j I l 0 ·--- DRAWING NUMBER SARXl PRODUCTS • NEW HJJ-'E, MINNESOTA Rl=O'ID~ BY PAf-11 NJMB!;R 6053 -------rllfflmNfOtl'Ofl'ftjjfffflff$tttll:---- 2 [J E C • O 109, ({;;~ ~ci;;:~~E·__,t,.-;-;:;, ... -;J. ;:; .... ;=_ ... ;.l~:i!~~- [G] H 1 1/4"C FO O ·1·io1· I,., TV CABLE . ................. "' .,-........ ,. ~·········1 \@ i L..,.__ __ . 1 [~ ';r B-1' -- • I- .,,,,..,,,.....,...,,.___,,_, DRAWING NUMBER SAFC0 1-'HLI□UL;rs • NEW HUPE, MINNl:SCITA Rro=tOCR BY PAAl NUMBl::R BEiEi:J --PQSlf''lHfC~llfrlllltTmt.THlll,ilC-- CD TY~ ~:_o __ \_ __ ~-. CD DRAWING NUMBER SARXI PRODUCTS • NEW HOR!, MINNE:$A, Rf.URIJl;R BV PAH1 Nl,JMJ:IEA B5531 DRAWINGNUM DW(J 440-6 ,· . . 85 of 95 5JlfCO PRODUCTS • NEW H□?E, Jvl. _ REDRCJ8'1 BV PART NUMBER 651:i ·";Jf .. ----. --------I __ _ i --I ----~ ----~TIQII-WGEQF-?l\ll!lONTlll&UN&,...,........,, _,,,._ ---------_,,,,,.._ .....,....l'!l&ltl{IIIEIIQJ;Ofl'l\lllfON-THISWlli ,_ -·· --- 3 5 fj [iµ] til l I ii3] •m•,n< ••••m•mum• ' ' ; ; ,,, .. ,i 6 I -t--T --<v I I --+--+------l'--.,/ (s ROOM# ROOM NAM!! ROOM# ROOM NAME 101 EXTERIOR ENTRY 102 OPEN OFFICE 103 TOILET 104 HALLWAY 105 OFFICE 106 DORMITORY 107 SH.OWER/TOILET 108 DORMITORY 109 DORMITORY 110 DORMITORY 111 HALLWAY 112 COMMUNICATION ROOM 113 ELECTRICAL ROOM 114 SHOWER/TOILET 115 CUSTODIAL 116 SHOWER/TOILET 117 SHOP/LAUNDRY 118 STORAGE 119 EQUIPMENT ROOM 120 VESTIBULE 121 FIRE RISER ROOM 122 APPARATUS ROOM 123 TURNOUT LOCKER ROOM 124 STORAGE 125 INTERIOR STAIR/POLE ROOM LEGEND (D J-BOX(ES) AS REQUIRED FOR "LINE-Of"-SIOHT" PHOTO-EYE, LOOP DETECTOR, AND ANY OTHER DOOR SAFETY DEVICES, VERIFY ALL REQUIREMENTS, INCLUDINIJ MOUNTING HEIGHTS AND EXACT MATERIAi. REQUIRED Wini DOOR SUPPLIER. (D LOOP DETECTOR FOR DOOR CONTROLS. TIE TO DOOR DEVICE J-BOX(ES) WITH 1 /2"c.o. VERIFY ALL REQUIREMENTS, INCLUDING CONDUIT SIZE, Wini MANUFACTURER PRIOR TO BID AND INCLUDE ALL COSTS. FIELD VERIFY EXACT LOCATION. CD TO MOTOR CONTROL LOCAlED ABOVE. (SEE SHEET 1 B/E-2. 1.) (D TV RECEPTACLE MOUNTED IN CABINETRY. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. @ TO lELEPHONE/DATA RACK I~ ROOM 112. I @ TO CA13LE T.V. DISTRIBI.ITION IN ROOM 112, Q) (2) SPARE 1 "C Wini PULL CORD STUBBED-OUT IN ACCESSIBLE CEILING SPACE. COORDINATE WITH ARCHITECT FOR ACCESS PANEL ROUTE CONDUITS CLEAR OF ANY OBSTRUCTIONS. FIELD COORDINATE EXACT ROI.ITE WITH ARCHITECT, @ ATOMIC CLOCK HEAD-END EQUIPMENT LOCATION. COORDINATE EXACT LOCATION WITH FIRE DEPARTMENT PRIOR TO INSTALlATIOl'I. (D EMERGENCY TELEPHONE THAT CONNECTS DIRECTLY TO 911. COORDINATE EXACT LOCATION IN FIELD. (PROVIDED BY E.C.) (j]) OOORBEU. THAT CONNECTS TO THE PAGING SYSTEM AND SENDS A TONE THROUGH THE FACILITY. COORDINATE EXACT LOCATION IN FIELD, 2 J,VCAMONG,4. F()LSOM. EMERmnH SQ JHERN CALIFORNIA ···,:~•::J ,.-1,.~,-' .-.,;::;· i.J:_ Virginia Dore Tower Cc J}'.470 Foothill Boulevard ,r,;:. Rancho Cucamonga iCalifornia 91730-3754 -':--,i:;' "f tel: 909-987-0909 ;"',lj. )i! fax: 909-980-9980 "O ' --,; LL . ·,',- ..... co C ~ Q) .§. Q) u. <( co a. !90 Q) 0 C ~ co "O ~ (/) co 0~ ·-u. .c-c:: "O 0 CO co cu .0 co en 0:::: I,,_ co T"9 () 0 N r--. )B~~~'=~=~~r~,r~~~O~O=R~S=l=G~N~A=L~C=E=l=L=IN~G~P~LA=-:;N;_;c___~-·---~-------'----J~~SC,tj-£:~Fl~~~~~~~f--~~.O~O~R~1~S~IG~N~A---'-L~F~L~O~O~R~P~LA--"-'N-'------------------ @ 2·c.o. TO ANTENNA LOCATED ON ROOF (REFER TO SHEET E-2.3). @ RADIO LOCATION, COORDINATE EXACT LOCATION WITH FIRE DEPARTMENT PRIOR TO INSTALLATION. FIRST FLOOR SIGNAL PLAN .· ' ! . - ---j--- ! (· A}-----1-, rJ - 4 6 6 . ' · 1··i-.2s·-···· --, ::,=·-·,...--... --~,................,_ r;at.!;;;,=-J.---0 ln7F'1n~--,-;;;;r--q._ 1---0 ' ... FIRST FLOOR FIRE ALARM PLAN I ._1 c, SCALE: 1/1.8"z1'-0" TRUE NORTH N E9 PLAN NORTH 1/8":;:1'-011 1 DEVICE LEGEND TELEPHONE/DAM . Y 1 1 lELEPHONE JACK (MNT +60") y2 1 TELEPHONE JACK + 1 DATA JACK Y 4 2 TELEPHONE JACK + 2 DATA JACK WIRE LEGEND TELEPHONE/DATA . -T1-3/4"C -1 TEI/DATA CABLE -T2-1"C -2 TEI/DATA CABLE -TJ--1"C -3 ID/DATA CABLE -T4-1 "C -4 ID/DATA CABLE -TS-1"C -5 ID/DATA CABLE -T5-1 1/4"C -8 lEL/DATA CABLE -T7-1 1/4"C -7 lEL/DATA CABLE -TS-1 1/4"C -6 lEL/DATA CABLE * PROVIDE CONDUIT STUB-UP TO ACCESSIBLE CEILING ONLY AND ROUTE PLENENUM RAlED CABLE THROUGH CEILING SPEAKEB -S1-1 "C -1 SPEAKER CABLE -S2-1 "C -2 SPEAKER CABLE -s~-1 "C -3 SPEAKER CABLE -S4-1 "C -4 SPEAKER CABLE -SS-1 "C -5 SPEAKER CABLE NOTES: 1. REFER TO SECTION 16750 OF THE SPECIFICATIONS FOR lEL/DATA CABLING AND CONDUIT. 2, REFER TO SECTION 16770 OF niE SPECIFICATIONS FOR SPEAKER CABLING AND CONDUIT, LEGENDS 5 @ TO SOUND SYSTEM LOCAlED IN ROOM 112. @ WALL MOUNTED DIGITAi. TIME SWITCH. TIMED LENGTH TO BE SET SY FIRE DEPARTMENT IN FIELD, PROVIDED 6Y SOUND SYSTEM CONTRACTOR, @ LOCATE \f\)LUME CONTROL ADJACENT TO LIGHT SWITCHES SHOWN ON SHEET E-4, 1, (TYPICAL. U.O.N.) SHEET NOTES A. SIONA!. PtANS SUBJECT TO FIRE AND POLICE DEPARTMENT REVIEW. B. REFER TO DETAIL DRAWINGS FOR ADDITIONAL INFORMATION. ALL DETAILS APPLY FOR ALL APPLICABLE SITUATIONS WHETHER REFERENCED OR NOT, U.O.N. C, REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND QUANTITY OF FIRE/SMOKE DAMPERS AND DIFFUSERS. D. FIRE ALARl,1 DEVICE LOCATIONS AND QUANTITIES ARE TO BE VERIFIED AND MODIFIED 1'S REQUIRED BY THE DESIGN/BUILD FIRE ALARM CONTRACTOR TO INSURE CONFORMANCE Wini ALL LOCAL, STATE AND FEDERAL CODES, DEVICE QUANTITIES SHOWN SHALL BE CONSIDERED TO BE THE MINIMUM QUANTITY TO BE PROVIDED, CONTRACTOR SHALL ADD DEVICES AS REQUIRED TO MEET CODE AND SATISFY THE FIRE MARSHAL E, ALL DEVICES MOUNTED ON ACCESSIBLE CEILING TILES SHALL BE LOCAlED IN THE CENlER OF niE TILE. f", ALL TELEPHONE AND DATA OUTLETS SHALL BE LOCATED DIRECTlY ADJACENT TO RECEPTACLES SHOWN ON E-2.1 WHERE APPLICABLE. COORDINATE WITH ARCHITECTURAL ELEVATIONS. G. ALL CONDUIT TO BE CONCEALED. EXPOSED CONDUIT NOT ACCEPTABLE. INSTALL CONDUITS IN MASONRY CONSTRUCTION PER STRUCTURAL DETAIL 10/S1.4. GENERAL NOTES 3 4 &. t ,697 JS ADDEN()UM 2 6 ,~ !t CONFORMED 6 ,,, ,t __ ,,.. '!' ._, ,, . . ~· '"'""' Df:SCRIPTION -,-:.,., .F REVISIONS Qlw19/2007 SCALE: 1/8"=1'-0' ;,.,_,,H PR.oj ct NUMBER: 04142.00 ·-,a,,. i,.~·, ·, h' ;, . ,; EXP-3 •3/'.•/6 DATE DATE E-3.1 fHffll CITY Qil,CARISBAD II ~EETS I ~-ENGINE@_0$AR1MENT . 95 ~===~Tii CARLSBAD flRE STATION N[' .. c·f~· .·,1) ·::n-::f- FIR$1··· 1 FLOOR SIG" ··i PLAN :-•• ~• . eio. ii.•··-· ,,I DRAl\lNO NO. 440-6 ' "' DRAWING NUMBER SAFCO PADDLCTS • NEW H~. MINNESOTA REORDER BY PART N!JMl3ER 6553 11 ; I ' i ' I --.. ,. -. I " I . DRAWING NUMBER SAFCO PADOUCTS • NEW HOPE, MlNNESDrA REORDER B'r PART NUMBER 60531 -'·I·· DRAWING NUMBER SAFCD PRODUCTS • NEV\/ HOPE, MINNESOTA REORDER l3Y PART NUMBER 6553 DRAWING NUMBER SAFCCI PRODUCTS • NEW HOPE, MINNEt:iOL&. 1-l~OR~R liY 1-'ART NUMBER 6053 DRAWING NUMBER DRAWINGNUM OW(] 440- 86 of 95 ,, ~-~ -~051TIOII E~E Of PflllT (!N THIS UN£--:--. ------~ -PD!llTI~WIIQfPI\IIIT.OKTIIISLIIE~ ----,-~ --···· . _ ..---.:l'I'" ~ -_,,..,,,... -~ -==------rCSITI!INODlltOfrllllfTllll!tt!Stltlr---------=---~ -----=----- 5AfCO PR□□ucra • NEW HOP!!, MINNESOTA REDFICEA BY PART M.JMBEA 6053 ?011TI!INl;ll!lfffl'l'lfflH11ttflll!ttNj;-=-----,......---, -·-·----~ ,, -------SAFCO PRODUCTS • NEW HOPE, Ml REU'IPER BY PART NUM13EA a:, ' ;, ---mmORTI'!l[OF/'TllliTJIITIJlfL 1. . • l 0---···:·-: . . I --0 I FIRE! ALERT SYSTEM CIRCUITING, TYP. FIRE1ALERT SYS'TJcM SPEAKER, TYP. I i OPEN TO 8Ei. OW "" 2 : □ .. T4_,. 0 ~ I l!l i i(D ... ,_, I • qi gs ' "" © i.,--1ST-2ND FLOOR CHASE 1 "C FOR TV CABLE (s I ·~··--· -.... -·-----...... "'""""- -.... ·---·• ··-·-· ..... ~ .. ·~·-··--' "-- ---0 ' I i 0·---...... , ...... r .... ,,, . ...J . ,., '"'" . .,.. y•~ ,.., .. ""'" u••:~ry ]'-•-=•·· ,., •-__,_ '"' ... 1YP.' ♦ p,~---·-· -------·-··· ·---~-•_ ........ ---.·~-} i . -- I 0----·-···-- I I ·····-- ·•·• .. ··-···· ..... ,1_ _ .. ··--·-·-· l I I 1 1 cbcb 5 i . I . ,,18, SECOND FLOOR SIGNAL CEILING PLAN .._ , SCALE: 1/8"~1•-o• SECOND FLOOR S.IGNAL PLAN I • w---. . ' . J_ • ................. l!a ......... ..,, ... ::· .... :.:. '""--""'····""'• .... -,;,i ·-·-------------- ! --·-e===··===·=· =•, =··· =----=iJ .......................... . ·-· ................. ·-............................................. ·-_J_ I I 6 cbcb 4 - ' ~A~~~E~~~1~~~~~-=~~F~L~O~O~R~S~l~G~N~A~L~F~L~O~O=R~P=LA~N ______________ _ . ' 0 ---{A TO 1ST FLOOR 0--···--·-0 . ( i==---0 • ······i=·~ • I • 0--, 0---t ---r.::: ............. ·-·-· .. ::'.'.'.=..:::' ... ~- --+i-G -~1--1~ 6 ' 3 • ' ! ~ 1c~SCALE:~S~E.~~~~~~~~~ 0 .F_L_O_O~R_F_IR_E_A_L_A_R_M_P_LA_N_ TRUE NORTH N EB PLAN NORTH 1/8"=1'-0" 1 DEVICE LEGEND TELEPHONE/QAlA • '9'1 1 TELEPHONE JACK (MNT +60') V 2 1 TELEPHONE JACK + 1 DATA JACK V 4 2 TELEPHONE JACK + 2 DATA JACK WIRE LEGEND U:LEPHONE/DATA • -Tl-3/4"C -1 TEL/DATA CABLE -T2-1 "C -2 TEI/DATA CABLE -T3-1"C -3 TEL/DATA CABLE -T4-1"C -4 TEL/DATA CABLE -T5-1 "C -5 TEL/DATA CABLE -Ta-1 1/4"C -6 TEL/DATA CABLE -T7-1 1/4"C - 7 TEL/DATA CABLE -TS-1 1/4"C -6 TEL/DATA CABLE • PROVIDE CONDUIT STUB-UP TO ACCESSIBLE CEILING ONLY AND ROUTE PLENENUM RATED CABLE THROUGH CEILING SPEAKER -S 1-1 "C -1 SPEAKER CABLE --s:z-1 "C -2 SPEAKER CABLE -S3--1 •c -J SPEAKER CABLE -S4-1 'C -4 SPEAKER CABLE -S5-I "C -5 SPEAKER CABLE NOTES; 1. REFER TO SECTION 16750 OF THE SPECIFICATIONS FOR TEL/DATA CABLING AND CONDUIT, 2, REFER TO SECTION 16770 OF THE SPECIFICATIONS FOR SPEAKER CABLING AND CONDUIT. LEGENDS 5 ROOM# ROOM NAM!: ROOM# ROOM NAME 125 INTERIOR STAIR/POLE 201 HALLWAY 202 KITCHEN 203 DINING ROOM 204 STORAGE 205 TOILET 206 DAY ROOM 207 EXERCISE ROOM 208 DECK ROOM LEGEND (D TO TELEPHONE/DATA RACK IN ROOM 112. (D TO SOUND SYSTEM LOCATED IN ROOM 112, Q) CONNECT TO T.V, SOUND SYSTEM V'A THE FIRE ALERT SYSTEM, SEE CONTROL D'AGRAM B/E-5.3. (D LOCATE VOLUME CONTROL ADJACENT TO LIGHT SWITCHES SHOWN ON SHEET E-4.2. (TYPICAL. U.O,N.) @ WALL MOUNTED DIGITAL TIME SWITCH. TIMED LENGTH TO BE SET B'f FIRE DEPARTMENT IN FIELD. PROVIDED BY SOUND SYSTEM CONTRACTOR. @ TO CABLE T.V. DISTRIBUTION IN ROOM 112, CD T.v. souNo SYSTEM. SHEET NOTES A. SIGNAL Pl.ANS SUBJECT TO FIRE AND POLICE DEPARTh1ENT REVIEW, B. REFER TO DETAIL DRAWINGS FOR ADDITIONAL INFORMATION, ALL DETAILS APPLY FOR ALL APPLICABLE SITUATIONS WHETHER REFERENCED OR NOT, U.O.N. C. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND QUANTllY OF FIRE/SMOKE DAMPERS AND DIFFUSERS. D, FIRE ALARM DEVICE LOCATIONS AND QUANTITIES ARE TO BE VERIFIED AND MODIFIED />S REQUIRED llY THE DESIGN/BUILD FIRE AIJ\RM CONTRACTOR TO INSURE CONFORMANCE WITH ALL LOCAL, STATE AND FEDERAL CODES, DEVICE QUANTITIES SHOWN SHALL BE CONSIDERED TO BE THE MINIMUM QUANTITY TO BE PROVIDED, CONTRACTOR SHALL ADD DEVICES />S REQUIRED TO MEET CODE AND SATISFY THE FIRE MARSHAL. E. ALL DEVICES MOUNTED ON ACCESSIBLE CEILINO TILES SHALL BE LOCATED IN THE CENTER OF THE TILE, F. ALL TELEPHONE AND DATA OUTLETS SHALL BE LOCATED DIREC1LY ADJACENT TO RECEPTACLES SHOWN ON E-2.1 WHERE APPLICABLE, COORDINATE WITH ARCHITECTURAL ELEVATIONS. G. ALL CONDUIT TO BE CONCEALED. EXPOSED CONDUIT NOT ACCEPTABLE. INSTALL CONDUITS IN MASONRY CONSTRUCTION PER STRUCTURAL DETAIL 10/S1.4, GENERAL NOTES 2 3 4 ,, '"I • ,, ' , .. :.1.1.. .. _'. $' ijJHERN CALIFORNIA .,.,. {.tf~: Virginia Dore Tower •· 'I 04 70 Foothill Boulevard ··•'" ' ;l'i; Rancho Cucamonga :; California 91730-3754 -~·'_' ·,. ' ;.(,'.;,' .. /. '", fi.'· : tel· 909-987 .. 0909 ;? \·· • • . t, fax. 909.980.9980 -0 ..... co C & (1) .§ (1) co u.. <( 0. 190 (1) C ~ 0 co -0 ~ (/') co 0~ ·-u.. .c-c -0 0 CO co C () .0 co (/) 0:: -I... co ,r- () 0 N t-- JS ADDENDUM 2 CONFORMED DESCRIPTION REVISIONS 06/19/2007 SCALE: 1/8"=1'--0' f: Qj/cCT NUMBER: 04142.00 ' . ". '"' __ ., . . ·_. '"• "'·" '' "AS BUILT" 817 E '- PROJECT NO, 3901 DATE DATE E-3.2 -- ,r )( __ . -! : ; . ' DRAWING NUl)l!BER ' SAFCP PRODUCTS • NEW HOPE, MINNESOTA REOO□EA BY PART N!,JMBEf! 65531 "':'"'"; ~ ~ ------r11&Lll(l!Ell11EUffRIJJTQNTlll.LIIII;_-- -_,_. J~. ,. ·-~------- - --- A (a ---.,.,., FIR$T FLOOR LIGHTING PLAN -... : I ,---+ ,__ -- DRAWING NUMBER . SAFCO PRODUCTS • NEW HOPE, MINI\ESOTA R~RDEFI BY PART NUMBJ:R 665a -~rDSITIDHEUIIEOffllllffQljlHl8UNi_____, --- G:i 2 • I I ' 3 ,··. ---------T- ! I . '------ --- G:) r DRAWING NUMBER SArCO PADDUGTS • NEW I-OPE, MINNESOTA l'IEORDEA BY PAFJT NJMSER 6553 --raarnONEDBEIIFfHUffONllUSU!E-- 1B-18,20(D --- DRAWING NUMBER SAFCO PRODUCTS • NEW HOPI:;, MINNESOTA REORDER BY f-'At-11" NL.$\IIBER 655:J --Ml61TIIIN£011lOrrRIIITONTlUiU!IE--=--- DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNcBt.Jli\ RE;ORCCR SY PART NUMB~ 6P53 -----_,,,,,,__ -'MSJTI(l/l-f~Ql'P~llfTOll'llllHINE.......,....,,_-- DRAWING NUM· ... DWG 44 ----.____ __ --- .. '"• ''.t, ,_:· ROOM# ROOM NAME ROOM# ROOMNAMe 0::i 6 A B C 0 E F ---------·------i--·--------.. ----------------0 / I s 6 TRUE NORTH N EB PLAN NORTH 1/8"=1'-0" 1 101 EXTERIOR ENTRY 102 OPEN OFFICE 103 TOILET 104 HALLWAY 105 OFFICE 106 DORMITORY 107 SHOWER/TOILET 108 DORMITORY 109 DORMITORY 110 DORMITORY 111 HALLWAY 112 COMMUNICATION ROOM 113 ELECTRICAL ROOM 114 SHOWER/TOILET 115 CUSTODIAL 116 SHOWER/TOILET 117 SHOP/LAUNDRY 118 STORAGE 119 EQUIPMENT ROOM 120 VESTIBULE 121 FIRE RISER ROOM 122 APPARATUS ROOM 123 TURNOUT LOCKER ROOM 124 STORAGE 125 INTERIOR STAIR/POLE ROOM LEGEND (D ROUTE CIRCUIT VIA LIGHTING RUAY CABINET 'LRC-1' IN RM. 113. SEE CONTROL DIAGRAM 3/E-5.3. Q) PROVIDE SEPARATE HOT LEO NOT CONTROLLED BY TIME CLOCK OR MOTION SENSOR FOR EXIT SIGNS. (D 2-HOUR BY-PASS SWITCH PER TITI.E 24, REFER TO CONTROL DIAGRAM 3/E-5.3. (D ROUTE CIRCUIT VIA FIRE ALERT SYSTEM. SEE CONTROL DIAGRAt.l 8/E-5.3, @ CENTER LAMP OF LIGHT CONTROLLED BY THE FIRE ALERT SYSTEM AND ACTIVATED ONLY DURING AN ALERT. TYPICAL FOR ALL 'Bl' FIXTURES. SEE CONTROL DIAGRAl,I 5/E-5.4. @ CIRCUIT CONTINUES ON 1 B/E-2.1. (D CIRCUIT CONTINUES ON SHEET E-4.2, @ MOUNT AT +10'-0"AFF. TYPICAL FOR ALL MOTION SENSORS IN APPARATUS BAY. (D CEILING FAN AS SPECIFIED BY ARCHITECT. @ CEILING FAN SWITCH. PROVIDE WIRING AND CONNECTION AS REQUIRED PER MANUFACTURER'S SPECIFICATIONS. SHEET NOTES A. REFER TO DETAIL DRAWINGS FOR ADDITIONAL INFORMATION. ALL DETAILS APPLY FOR ALL APPLICABLE SITUATIONS WHETHER REFERENCED OR NOT, UON, B. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL LUMINAIRES. INFORM ENGINEER OF CONFLICTS, C ALL CONDUIT TO BE CONCEALED, EXPOSED CONDUIT NOT ACCEPTABLE. INSTALL CONDUITS IN MASONRY CONSTRUCTION PER STRUCTURAL DETAIL 1 O/S1 ,4, 2 3 -. ::,:, .;,,_,_, . S VTIIERN CALIFORNIA ·. ';,)\'.l ,.!'JI~• '.' ' ti:i' Virginia Dare Tower ':i' F"I0470 foolhi/18oulevard -;_./J \i{t Rancho Cucamonno ·1-1 . . ■ er:, F, California 91730-3754 ·~ '"·'"l'l · }ltt~J ;;;, ~~~~~!~~~~~~ 'U ...... CCI C: t2 (l) E (l) t:: u. <( CCI a. Jg() (l) 0 C: n CCI 'U ~ (/) CCI 0~ ·-u. ..c: - 'U () '-c: CCI CCI CCI() ..c f/) ~ '-~ CCI () 0 N ,...._ <5<5 -~VLTANT 1QXill '_""•'A.'IL,&a-.2C' Job>lll,;4S184W' ll'YIM, ~j 9af Cuulmllt .11 ,-, 11:t'..~,; . ~-'I'., f, 848.833,025I --111~ "", ,,_. ---1',' ',, ,-'" ', ·• . ;-, ,J: ~ -,-_.,.,, li5fJ: ::· : r~.,,· . ,> ,,, ·-' • JS ADDENDUM 2 CONFORMED DESCRIPTION REVISIONS '. ~-, ====;:::::=======! D~L ·:~96119/2007 SCALE: 1/8"=1'-0' Pffl§J~~T NUMBER: 04142.00 ,. DAlE DAlE DRA\\INQ NO. 440-6 ,_ ,, - :_ !{ ' '; ' ' i '; ; ' ' . i I ' ' ' . ' ' ' !. ' ' ; : .. ' .. ' . ' \ ' ' . ' ' : ' ' ' , ' ' DRAWING NUIVIBER SAfCO PRODUCT! • teN HOP!, MINNESOTA -. AE0.9Dl;FI BY PAH1 NWMBl:A '5563 T . I -----~·' .. , I, , , <, ------•. ----. -,--- DRAWING NUMBER SAR:D PRODUCTS • NEW HO~. MINNESOTA FEIRDEA 6V PART NUMB!cR 6553 ' . ! l -._ --~ -----:-""---~ ---PIIIITIIINEllifOFPIIOO"IIHTHIH_'J'IE-- 1 I I ' I ' ' : I i ----- I 3 I I I I I . . ----------,' I - ' DRAWING NUMBER SAFCO PRODUCTS • ~ HOPE, MINNESOTA REORcel SY PART NUMBfR 6553 -----rl,li:l'flOl'ttPl!ftlff'l!mT!lfl'Tllll!tt!tl_,..___,_ --"-------=- I I 5 '- -- DRAWING NUMBER 5AR2'.J PRODUCTS • NEW HUPE, M!NNESOTA REO"!CEA SY l-'AH1 NUMl:ll;R 6Ut,3 ---rtts!TllWroar~rroot111nmL1Nt----'-'-~ I 0 f'"" ...................................................... , ....... r ... _,_ ... ___ ... _ .... _ .. -i·--,-;-------------t, ------------------' • I . I r-----------------------------7---4--------------------~ I -········--.L .. l. ..... :..-.. -~ _, ,, -----t-----------------------,, 0 I . '--------, ' I j I ~., ,.·. -----t--------------------s I ' □ -••--•M• •-••· -•HH-••H•-••M••MM,--.. H••••••••H••-•M••M••M••M-•H••H•••••M .. M .. ----••••••••-••M l. ... 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DRAWING NUM~ - OWG 440-G: . 88 of 95 ' SAfCD PRODUCT$ • NEW HOPE, M 1 • . . . . REORDER BY PART I\IUJ'.ftA 6Ei :t:1, -!!;: '. --l'tll,ifltlfj ;,_µIt. qi /'11111! UN Trilli Utff~I . - -,, . .., ' . . , .. ·,·., . ,, ..... , --:·•- ROOM# ROOM NAME ROOM# ROOM NAME TRUE NORTH N EB PLAN NORTH 1/8"=1'-0" 1 125 INTERIOR STAIR/POLE 201 HALLWAY 202 KITCHEN 203 DINING ROOM 204 STORAGE 205 TOILET 206 DAY ROOM 207 EXERCISE ROOM 208 DECK ROOM LEGEND (D ROUTE CIRCUIT VIA LIGHTING REL/\Y CABINET 'LRC-1' IN RM. 113. SEE CONTROL D1/\GRAM 3/E-5.3 . Q) PROVIDE SEPARATE HOT LEG NOT CONTROLLEI) BY TIME CLOCK OR OCCUPANCY SENSOR FOR EXIT SIGNS. Q) 2-HOUR BY-PASS SWITCH PER TITLE 24. REFER TO CONTROL D1/\GRAM 3/E-5.3. (D EXT"ERIOR BALCONY LIGHTS CONTROLLEI> BY TIMECLOCK, SEE CONTROL DIAGRAM 3/E-5,3. @ CIRCUIT CONTINUES ON 1 B/E-2.2. @ CIRCUIT CONTINUES ON SHEET E-4, 1. SHEET NOTES A. REFER TO DETAIL DRAWINGS FOR ADDITIONAL INFORMATION. ALL DETAILS APPLY FOR ALL APPLICABLE SITUATIONS WHETHER REFERENCED OR NOT, UON. B. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL LUMINAIRES. INFORM ENGINEER OF CONFLICTS. C ALL CONDUIT TO BE CONCEALEI>, EXPOSED CONDUIT NOT ACCEPTABLE. INSTALL CONDUITS IN MASONRY CONSTRUCTION PER STRUCTURAL DETAIL 10/S1.4. GENERAL NOTES ' ' ' ' ' ' ' ' ' ' i ' ' 2 - 3 4 Architects ~ <;VCAMONG,I -FOLSOM. EMERYVILLE S ' 'fHERN CALIFORNIA ' ?-• ";.,1,, .. . -A:L ::/. Virginig Dare Tower 'It }0470 Foothill Boulevard ' ' ... ,. [,, •' ' · i:i:i ':'' Rancho Cucamonga ' --·' ,.-,-~ •I . ,'\, • g:plifornio 91 730-3754 ,:.f; ;/}["i . . ,,, ... 1''. I 909-987-0909 k, .:~ :;, 909-980-9980 -0 ..... (\3 C 0 (I.) 0:: ~ (I.) u.. <( (\3 0. 230 (I.) a C ~ (\3 -0 ~ (f) (\3 0~ ·-u.. .c- -0 () L., C <13 (\3 (\3 () .0 f/) 0:: -L., (\3 "('"- () 0 N r--. COl-/~ [,lANT · ·:·.~:·r ,. 0;;t: r • G~.M-,-~1.,.Ac 11nglnaarefor•1~lalna=1arutur11"' 1&13&'/IJJ -$111■:zcl Jol,HII.: 4li1e4\1 lrvlnt, Cit, : ·, Con!■-.-- ,-, 94&~ :·,.w..aua ..--.il•~"'III ADDENDUM2 CONFORMED DESCRIPTION DATI! DATI! E-4.2 I,,. ' DRAWING NUM13ER SAFCO PRODUCTS • NEW HOPE, MINNESOTA _ _ FE.QFCIER BY PAITT NUM13r:R 6,5531 --,-----1' DRAWING NUMBER ' ' ' SAFCCI PRODUCTS • NEW HOPE. MINNESOTA ___ --------·-·-·· .. ···-----_________ ." AEr;:J=lPl:RaYPAfJfN!,,IM~.:;f!l;l_!]_pJ_ _ ______ _ ·------=---,-'•05!T/QJjlijat11rr1~l('i~lHISc:,:---~ .. ·---...-=-""' a,a,...-·-__,_ -ru~n1qhi:~ai;_orrnl11TONT~l~I.IIIE--~ -~ ~1·l1---· I ' '\ ' ' 2• CONCRETE HOUSEKEEPING PAD U.O.N. -- +· BOTTOlil or SLAB, STONE AGGREGATE CONCRETE . ~ : • ,,. :, ,~'/. . • . .. . • ' <1 ~ • SPACING TO SUIT EQUIP, DIMENSION, • • • • • ' • "'./ . • "" . • • /,. / ~---DRILLED ANCHOR • • SIZE AS REQUIRED, ,---EQUIPMENT ENCLOSURE, • 3/+" TO 1" CHAMFER ON CORNERS ANO TOP EDGE OF PAD ~-EMBEDMENT INTO SLAB MIN. +. u,o,N. • :-;"--./.___ 1 • MIN, OR >-------~-~ 2" MIN. AT SLAB ON GRADE, 1 "o (MIN,) -3000 pl'f. NOTES A. QUANTITY OF FASTENERS SHALL BE IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURES'S REQUIREMENTS TO MEET UBC ZONE + CRITICAi. BUILDING SEISMIC QUALIFICATIONS, AND NO LESS THAN THE FOLLOWING: -DISTRIBUTION BOARDS: J PER SIDE PER SECTION, -TRANSFORMERS: 2 PER SIDE. ( < 500 Kl/A). -MOTOR CONTROL CENTERS: 2 PER SIDE PER SECTION, TYPICAL ELECTRICAL EQUIPMENT FASTENING TWO GANG CAST FD BOX WITH TWO THREADED HUBS ON ONE SIDE AND FLUSH THREADED 3/ 4" OPENINGS ON THE OTHER SIDE, PROVIDE GFCI DUPLEX RECEPTACLE. FURNISH WITH WEATHERPROOF COVER. THAT MAINTAINS • 'J - WET LABEL RATING WITH CORD 8c PLU(I INSERTED, .,---ERICSON COUPLING, , INSTALL ROOF PENETRATION LB 1--< ~~ f PER ARCHITECTURAL DETAIL ~ ROOF SUPPORT CONDUITS TO STRlJCTURE "---3/4" RIGID STEEL CONDUIT THRU ROOF, ROOF MOUNTED RECEPTACLE .. --··-· 7--------(-, i ' : ' SCALE: NONE 7 SCALE: NONE 8 SCALE: NONE 9 -------,,,_-. ...,-- J'-0 DRAWIN(J NUMBER SAFCCI PAOOUCTS • NEW HOPE, MINNESOTA REORDER 13Y PART NUMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NE'W HOPE. MINNES'JTA REORDER BY PART NiJM8CFi 6553 ~--~ ------.-.-.-=.,..--. ---1'D~1Tll!lj i"Jllr Ill" 1·111111 :tN iHis uiif::: • .-:...~----==..::;,;. -.;......-----~ --•-PD~IT . .Jll[Uo[Qfl'bttfiuil'.l!~cltlE"--___ _._ ' ' " MAXIMUM . ' • > I • • • EQUI PMENT BACKBOX '-META l BACKING PLATE AND BOTTOM ~ TOP #10 TEK SCREWS, TYPICAL FOR 4 ELECTRICAL EQUIPMENT MOUNTING TYPICAL STEa JOIST HANGER. FILL HOLES WITH NAILS. 3/8" DIA. BOLTS WITH 1 1/2" DIA. Flor WASHER, LOCK WASHER 8c NUTS. 2·xs· STRUCTURAL GRADE WOOD FOR CORD REEL SUPPORT (WOOD BLOCKING) ~---1--1/2' STEEL FLEX CONDUrT WITH JUNCTION BOX SECURE NECESSARY FITTINGS. PROVIDE #12 GROUND WIRE BOND TO REEL CORD · TO REa CORD SUPPORT WITH 2 #10 R.H. SCREWS REaCORD _/ (AS SPECIFIED BY PLUMBING) ~- • J~ N FOUR ROLLER GUIDES AND GUIDE ARMS 1 PROVIDE 125 VOLT, 3 WIRE, 20 AMP ARMORED CORD WITH GRID CONNECTOR. PROVIDE 1 NEMA L5-20R RECEPTACLE FINISHED FLOOR DROP CORD REEL INSTALLATION GALVANIZED PIPE CLAMP SET SCREWS /2 2 PLACES '\ , I .. ' SEAL WITH HENRY NO. .. 204 PLA~IC ROOF < !::a . t: "' \ .. -, -,..~ J ' ' -- ' ~ ~ \. ANTENNA CONNECTOR 8c ADAPTER MAST 3/4" R IGID STEa GALVANIZED 75 OHM CO AX (FOAM) RESTOR FOR RHEAD LIGHTNING AR COAX CABLE 3/4" WEATHE 3/ 4• GALVANI ZED RIGID STEEL (2) 75 OHt.t CONDUIT WITH COAX FOAM &: 1/18 GND -HOT D IPPED GALVANIZED ANGLE IRON LEGS 1/8" - ! LAG TO ROOF W/ 1/2"x1/2" LEAD ANCHORS, TWO P!.ACES EACH LEG ANTENNA MOUNTING DETAIL SCALE: NONE 4 SCALE: NONE 5 SCALE: NONE 6 DRAWING NUMBER SAfGO PRODUCTS • NEW HOPE, MINNESOTA f-U:1.JHl.£9 BY PART NUMB~ 6553 --·-----......,__1'0SITI{lllrn[l£~Pflll/T[IHnfl&"L111£__. ~ --- EQUIPMENT HOUSINIG-----r----------➔-~~~I CHASE NIPPL.E--------,1--. (IF REQUIRED) DISCONNECT SWITCH OR MOTOR FEEDER JUNCTION BOX MAINTAIN J'-6" CLEARANCE IN FRONT OF DISCONNECT OR JUNCTION BOXES l.lQUID-TIGHT FLEXIBLE -~ METAL CONDUrT SEE ARCHITECTURAL DRAWINGS FOR FLASHING DETAILS;--~ ROOF •"' . .,_ . .,_, .. ' ATTACH TO EQUIPMENT HOUSING WITH #12 SHEET METAL SCREWS . . . . ~ ' .,_ ... .. . . . . . . . . . ., . .. . .... • #.· •• ·.··#.·#.· .. ....... NOTES . . ' . . . . . . . ' . . . . . IGID STEEL CONDUrT A. MAINTAIN CODE CLEARANCE IN FRONT OF All DISCONNECT SWITCHES AND JUNCTION BOXES. CONDUIT STUB-UP SHALL BE TO ONE SIDE OF THE DISCONNECT, B. COORDINATE LOCATION Of DISCONNECT SWITCHES WITH MECHANICAL CONTRACTOR TO ENSURE THAT SWITCHES DO NOT INTERFER WITH DOORS, ACCESS PANELS, OR SERVICE/MAINTENANCE ACESS. EXTERIOR ELECTRICAL EQUIPMENT MOUNTING TO CONT, GROUND BUS LOCATE[) AT TRANSFER SWITCH ATS-1 -----,. TO CONT. GROUND BUS LOCATED AT MAIN SWITCHBOARD 'MSI!' 1/2" PORCELAN INSULATORS 12" O,C. BETWEEN WALL AND COPPER GROUND BAR 0 0 0 0 0 0 0 0 ~ J/4"C -1f6CU / TBB-1 PROVIDE PERMANENT TAG TO IDENTIFY EACH GROUND 88~Ff8f~N,z~p~~t~ lo~. TYP.~ •~- FINISHED FLOOR 1/2" PORCELAN INSULATOR------€'"3--' CONC, LAG BOLT TYP. AT 12•0.c.,--+~+--J . ,. . -~ " ~ ... ~ ''4 .· . . '· TO COLD WATER MAIN (WITHIN S' OF CW BLDG. ENTRANCE) GROUNDED TO METAL---~ FRAME OF THE BLDG. CONNECT TO (UFER GRD)--J •• ~ ..l_ • ~ ,!,' • 12" W X 1/4" D X 2" H (MIN.) BARE COPPER BUS PLATE ATTACHED TO WALL WITH 1/2" SPACERS, LOCATE OUTSIDE DF' MAIN SWITCHBOARD COPPER BONDING GROUND JUMPER (TYPICAL FOR ALL METALUC GROUND ELECTRODE CONDUITS,) ALL CONDUIT BASED ON 2004 CEC • .. • '4~ .. " .. ' • ·41·. •• .. • FRONT VIEW SIDE VIEW NOTE: (D SERVICE GROUNDING CONDUCTOR CONNECTORS TO BE EXOTHERMIC WELD (CAD WELD OR EQUAL) FOR PERMANENT CONTINUOS CONNECTIONS. (D SERVICE GROUNDING CONDUCTORS SIZED PER SPECIFICATIONS OR AS NOTED. MAIN GROUND BUS DETAIL FEMALE THREADED COUPLING SET n.USH WITH FACE OF CONCRETE FACE OF' WALL SURFACE OR TOP OF SLAB SURFACE -- . - FLUSH THREADED PLUG. AT WALLS, DRILL 8c BOLT THROUGH FORM TO HOLD COUPLING IN PLACE DURING CONCRETE POUR • .,. •• ; ... "'''"'. '?-·" ,: ~ ~ .... -'I. . ~•';;;;:::~I"" .... ,· .-... " .. _ • 4,, .......... • .... :.-·1r :_ •• . ·~ '·, ·-"·· '. • •. ,,,..-.. ~ .. --' 'I .. ·.-~·-, --~,.;.._•:::::::...,-...:-,C ' ....... «-·. ~. ' : ..... n-···;,.... .d • \.: -··_<1·:·~-·~'-·_..:~ ,· ::::.:-..,:;. .. :.::~:. .. -: . ·-... -~.$ ·. • ,I'_ ••• ,.,., ·1, • -,.:1:1-_·_, 4,•· ••••• ·•,·'.·'" ·-.1,_ .. ~;:'IA..~_.,;,,.. , .. --;::;;::::::....... ~ .. ·"'. ' • ~ ,fl ~--✓-'I:--.~.--· ·~-,. ~: ., .. , , ,,to '<4 , •mt S -It• "i ... ,.~ :,,_•;,,~ . ·,-f.•-:·,4-" .. ~· ,' ' . ... ·. . . "4 '• .. ..••.. -.·· .. :.,-.·. *'• ., ... ' .' ·.Ao ,f. ·' .• • ,II, .• : ._ A' • ·• '! •• .;_ • al ' > 1 .-. . -.,. ( PVC COATED GRC ELBOW OR RISER EXTENSION UNLESS OTHERWISE SPECIFIED NOTES ADAPTER OR COUPLING ----' RNC (PVC CONDUIT) OR AS NOTED OR SPECIFIED A, TYPICAL AT ALL POURED-IN-PLACE CONCRETE WALLS AND FLOORS UNLESS OTHERWISE NOTED, B, USE LONG RADIUS ELBOWS, MAKE RNC TRANSITION WITH THREADED RNC CONNECTOR TO EMBEDDED METAL FEMALE COUPLINO. EXCEPTION: USE PVC COUPLING FOR GROUNDINO. C, METAL CONDUIT IN CONTACT WITH EARTH OR OTHER FILL SHALL BE PVC COATED GRC. D. FOR GROUND CONDUCTORS ALL RACEWAY PARTS SHALL BE PVC PLASTIC, NO METAL SHALL BE INSTALLED WHICH WOULD ENCIRCLE GROUND LEAD. E. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CONDUIT STUB-UP AT CONCRETE SURFACE-SCALE: NONE 3 SAFC0 PRODLJGl'l • NEW HOPI; r..,jJ . ,/ l'EOROER BV PARr NUMSER 651511:!j';iii-, f .. --f'filITTttlfffltt!Hlff'lttllTl!lllMISUIE -'-·l -~---. ' ---- SCALE: NONE 1 , SCALE: NONE 2 '·•""·• ,,·, ·"" . S VTHERN CALIFORNIA . , " ;:,c: ,i, Irf~-Virginia Dore Tower ;.,)0470 Foothill Boulevard ".;f Roncho Cucamonga ". California 91730-3754 . t ;;,)H tel: 909-9B7-0909 i; :'/1 fax: 909-980-9980 "O ..... ~ C: (U 0::: E (U t:: LL~ [ ~() ~ C: ~ co "O ~ (I)~ ·-0 r.tJ LL .c- "O (J Lo C: co co co() .a r.tJ 0::: -Lo 'I'"-J 0 N ,..._ Jg!, NO.: 4511WW Con!lal: J9 -- JS ADDENDUM 2 CONFORMED re sv DESCRIPTION REVISIONS ~~f::l{;':::o:;Rsc~~:~_0:oNe l (_,•.; ' 's DATE E-5.1 ~JI CIT!~SI~ ~~~PAD ll~ CARLSBAD FIRE STATION. ', ~' \!!]t -Jls,-~i~ . ~10.:;:ll.· ·111111••',,--lillll \,: ·--.. ·. 'i--~ ~--• ) :, i; ' ' ' ' ' ' ,_i : rr DRAWING NUMBER SAFCCI PRODUCTS • Nl:W HJPE, MINNESOTA AEOADE:fl ~ PART N-/MSER l;i553 TRIM RING--~ - .. . . . . . I .,,._ ' ! ·-• 12• - ... I DRAWING NUMBER _$AFC() PRODUCTS • !IEW H□PE, MINNESOT" REORDER BY PART NUrv'll:ll;A 6553 - ! ' ~ --rosmo!fE!lill:OFl'flWTIIITtllSLINE:---~ . ,._, "" -- PLAN t I I ' 18" LAMP HOUSING SPLICE COMPARTME~ GROUNDING CONNECTIO~ ~---BALLAST SECTION FLUSH GRADE MOUNTED HID UPLIGHT FOUR TUR.NS MINIMUM \lYP) FIXTURES EXCEEDING 7• IN WIDTH AND 20• IN LENGTI-1. SEE DETAIL "B" SEE DETAIL "A" NOTES A. CONTRACTOR SHALL PROVIDE A T-BAR SUPPORT BRIDGE FOR SURFACE OR PENDANT MOUNTED LIGHTING FUXTURES, EXIT FIXTURES, ELECTRIFIED SIGNAGE, SIGNALING DEVICES, DROP CORD, CEILING MOUNTED OUTLETS ETC .. SCALE: NONE FOUR TUR,l".!S MINIMUIIA \TYP) 7 DETAIL "C" DRAWING NUMBER SAFGQ PRODUCTS • NCW HOPE, MINNESOTA RBJRPER BY PART NUMBER 65:SS .,._.,,__.,,. ~ --ro&ITl(l!lEllllEQFflli.NTO"Tl!ISU!E-- FOR FIXTURES WEIGHING 50 POUNDS OR LESS (D MINIMUM 12 GAUGE SLACK WIRE AT 4~ DEGREES FROIIA OPPOSITE FIXTURE <'.:ORNERS TO STRUCTURE ABOVE. ATTACH DIRECTI.Y TO FIXTURE WITI-1 J TURN TIGHT WRAP MINIMUIIA. ATTACH TO STRUCTURE PER ACOUSTICAL CEILING ATTACHMENT DETAILS, SET WIRE SLIGHTI.Y SLACK, TO ALLOW FULL SEATING INTO T-BAR. CE) POSITIVELY ATTACH FIXTURE WITH METAL SCREW THROUGH T-BAR INTO FIXTURE AT OPPOSITE CORNERS, FOR FIXTURES WEIGHING 50 POUNDS OR MOR~ ' ' © 12 GAUGE SUPPORT WIRES WITI-1 THREE TURN TIGHT WRAP (WITHIN 1 1/2") MIN/MUM AT EACH END. ATTACH TO STRUCTURE ABOVE PER CEILING SUSPENSION DETAILS (4 PER FIXTURE). @ MINIMUM 12 GU/\GE SlACK WIRE AT 45 DIAGONAL FROIIA OPPOSITE EQUIP, HOUSING CORNERS TO STRUCTURE ABOVE. ATTACH DIRECTI.Y TO FIXTURE WITI-1 J TURN TIGHT WRAP MINIMUM. ATTACH TO STRUCTURE PER ACOUSTICAL CEILING ATTACHMENT DETAILS. SET WIRE SLIGHTI.Y SI.ACK, TO ALLOW FULL SEATING INTO T-BAR. -- C T-BAR_/ CEILING MEMBERS C DRAWING NUMBER SAFC0 PHD□l.JCTS • F\EIN HOPE, MINl'ESOTA REORPfA BY PART NUMSCA 6553 --PO&!Tlll~f;!m.l!f!'!!l!tTlliTlllllLI~~ -=-- MAIN RUNNER "----TYPICAL RECESSED FIXTURE TYPICAL RECESSED TRDFFEB IN HEAVY DUTY T-BAR CEILING TYPICAL CEILING MTD. EQUIPMENT; SPEAKER, EXIT SIGN, ETC. CEILING CLASSIFICATION; INTERMEDDIATE (PER ARCH.) T •BAR FIXTURE MOUNTING DETAILS SCALE: NONE 4 SEE DETAIL •1;1• SEE DETAIL "A" 1/4" EYE BOLT 1/4" NUT (TYP 2) 1 / 4 "FENDER WASHER (TYP 2) CROSS SUPPORT BRACKE;T T-BAR BRIDGE BRACKET ~-1/4" EYE BOLT ~-1/4" NUT (TYP 2) _,,--1/4"FENDER WASHER (TYP 2) +• SQ. BOX (2 1/8" DEEP MIN,) T-BAR BRIDGE BRACKET RAISED COVER PLATE ..... --➔~ #6-32 MACHINE SCREW (TYP 2) DETAIL "A" DETAIL "B" INSTALLATION INSTRUCTIONS 1. POSITION JUNCTION BOX /\ND APPROPRIATE RAISED COVER PLATE ("MUD RING') ON T-BAR BRIDGE SUPPORT BRACKET AND TIGHTEN IN PLACE. SEE DETAIL "A". 2. POSITION CROSS SUPPORT BRACKET OF T-BAR BRIDGE SUPPORT BRACKET ANO TIGHTEN IN PLACE WITI-1 TWO #8 SELF TAPPING SCREWS. SEE DETAIL "A" 3. SET T-BAR BRIDGE CROSS SUPPORT BRACKET INTO PLACE IN CEILING GRID. 4. INSTALL CODE GAUGE SUPPORT WIRES-MINIMUM 1 WIRE PER BOX OR CROSS SUPPORT AND 2 WIRE FOR SUPPORT BRIDGE. WIRES SHOULD EXTEND VERTICALLY TO STRUCTURE. 5. PROVIDE CUT-OUT IN CEILING TILE AS REQUIRED. 6. INSTALL ACOUSTICAL T-BAR SUPPORT CUPS AT BOTH ENDS Of' BRIDGE SUPPORT BRACKET TiiROUGH RECTANGULAR SLOTS PROVIDED. SEE DETAIL "B". T•BAR SUPPORT BRIDGE FOR SURFACE MOUNTED DEVICES INSTALLED IN CEILING TILE ' ' ' SCALE: NONE 5 .. SCALE: NONE 9 • SCALE: NONE 6 --, 7 --··-I . DRAWING NUMBER SAFGO PRDDLCTSI • NEW HOPE, MINNESOTA REORDER SY PART NUMBi:;R 6553 -~---_ _..__ -f'Ol;ffllll,'~llff'flllll~!IMUNf-.---- 66 INSULATED GROUNDWIRE ~ONO TO FIXTURE, TYPICAL BOND TO POLE, TYPICAL #4 BARE COPPER GROUND WIRE; BOND TO POLE SASE. -----~ FORIIA ~E USING SEAMLESS LINER ~ SPIRAL LINES OR ~~$~iE 1.~i~~c°cl'/fJJRs. SACK AND PATCH SURfACE TO UNIFORM ARCHITECTURAL flNISH. ( 4} GALVANIZED J-BOLTS VERIFY SIZE WITI-1 POLE M/\NUFACTURER------~t...l!itft.:!J-t #6 INSULATED GROUND WIRE -------.. !1-.:!r....4---J;;;ri'7tl;-f EXOTiiERMIC WELDED (CADWELD) CONNECTION, TYPICAL SEE FIXTURE SCHEDULE POLE (REFER TO LIGHT FIXTURE SCHEDULE FOR POLE DESCRIPTION) ~--HAND HOLE .,---BOND CONDUIT GROUND BUSHINGS &: CIRCUIT GROUND CONDUCTOR TO POLE &: FIXTURE ~---BASE COVER WITHIN BEVEL LINE. ,,,---LEVELING NUT ANO WASHER ~---GROUT SOLID UNDER SASE AFTER LEVELING 1 2' -El" r--(6) #6 VERTICAL - -----'I DRAWINGNUM DWG 440-6 90 of 95 SARXl PRODUCTS • NEW HOPE, M ~. REOROCR SY PART NUMBER eg_ ,)_£-t:-~r . - ------~ro~•r.1o~t~E(lf l'IUNl ~ljll!UN~----··--·-- f:UCAMONG,1-FOLSOM· EMERYVILLE &: V'.rHERN CALll'ORNIA ,-,,. ~,, :,,-, i-_,:~i -~#-:; Virr;inio Dore Tower " r I 047v ~ou/evarcl /;'c..,: ; t' if' Rancho Cucamonga ,, r;.california 91730-3754 , }~ l tel: 909-987-0909 f· :I1 fax: 909-980-9980 3/4"h10' LONG COPPER-Cl.AD REBAR, EQUALLY SPACED #6 HOOPS AT 6" OC POLE HEIGHT BASE DIAMETER BASE DEPTI-1 GROUND ROD AT EACH POLE FOOTING, TYPICAL SEE TABLE ~1---LONG RADIUS, PVC COATED, RIGID STEEL CONDUIT ELBOWS 0-12 FT, 18" MIN. 5'-6" MIN. 13-20 FT. 24" MIN, e·-e· MIN. 21-30 FT. 24" MIN, 7'-o• MIN. ELECTRICAL CONTRACTOR TO PROVIDE. STRUCTURAL CALCULATIONS FOR LICHT POLE BASES SIGNED BY A CURRENTLY REGISTERED CALIFORNIA LICENSED STRUCTURAL ENGINEER. OUTDOOR ABV. GR./PAVING • POLE BASE INSTALLATION SCALE: NON& ~--QUICK MOUNTING BRACKET ON BOTH SIDES OF HOUSING --#12 G.I. (MIN.) SLACK LIGHT FIXTURE SUPPORT WIRE, PROVIDE AND INSTALLED BY DIVISION 1 6 CONTRACTOR. CONNECTED TO STRUCTURE ABOVE. 1 1 /2" CARRYING CHANNEL SPAN BETWEEN STRUCTURE WITI-1 END MOUNTING BRACKETS AT EACH END FOR CHANNEL SUPPORT, TYPICAL OF 2. FIXTURE HOUSING ASSEMBLY 0 0 FINISHED CEILING SCALE: 1 FLUOR. DOWNLIGHT/WALLWASHER MOUNTING NONE 2 ' . ' N' ' •• -' -. •! 12• - ~------11--FLUORESCENT SIGN LIGHT FIXTURE AND FLOODLIGHT FIXTURE, ~-+-CAST IRON GALVANIZED BOX, GASKETED WITI-1 STNNLESS STEEL SCREWS, 2-3/4" NPT IN BOTTOM, 1/2 NPT ON TOP. • FINISHED GRAD ,• " .. " ..... ROUND CONCRETE BASE. FORM BASE 6" BELOW GRADE. • ' '+-BRANCH CIRCUIT CONDUIT(S) PVC COATED OR SCOTCH WRAPPED RIGID GALVANIZED STEEL (TYP.) -0 -co C: 0 (].) 0::: E (].) t:: u. <l'.: ~ ,190 (].) a C: ft co -0 ~ (/) co ..0 ·-0 (/) u. .c s:::: -0 (..) co co C: (.) ..0 co (/) 0::: '-sr-8 0 C\I r--- .,. •· .-,,, JS ADDENDUM 2 CONFORMED DESCRIPTION REVISIONS NONE --·~ ._, '""i P~,~~,;T NUMBER: 04142.00 DAll! --,",;;· ... ~~ ;, E-5.2 CONDUIT, SEE PLANS &: SPECS. ~JI CIT!Gl~~~~!~~AD II~ PVC CONDUIT ADAPTER, GRADE MOUNTED SIGN LIGHT MOUNTING-, SCALE: NONE 3 CARL$BAD FIRE STATIO'N_. "-;! ~:·~:{. El,._. ijTRICAL ,QJiJAILS ·- , ' , 'I :J1 '. --- DRAWING NUIV!BER SAFCIJ PROOUCTSI • NEW HCflE. MINNESOTA REORDEA ~ PART NUMJ3ER 65531 -'---_ ~61_Tl~EOIIEO!'_Pf\ll'!_?M_TIIISL!jl:E~ - I --~----__________ J._. J_ ____ ------------I ______ _ DRAWING NUMBER SAFC0 PRODUCTS "' NE\N 1--«JPE, MINNESOTA REORDER aY PART NJMBEA 6551 ------Plllilll~ti.EllSEIFPHIJITONTillRU!IE---~ -- DRAWING NUMBER SARXI PRODUCTS • NEW HDPE. MINNESOTA REPRDEFI ev PART Nl,JMBEFI B55S --·-----~-Ell6fQFPRl~EIITHl!ltNE-----..,,....__ DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE. MINNESOTA REORIJER BY PARf NUNIBl;R B558 --1'1ismtlllroGtWl'Rlllr:linttS1.lllt--- DRAWING NUMBER 8AFCO PRODUCTS • NEW HOPE, MINNESOTA FJ:ORDl;R BY PART NUM!l:R 6553 ____________ . -~--=TO:iff10NWGEaf"i}iiti-~IMl5UIIE~ ---~ .~ ---,---- ------y -- aAFQ;J PRODUCTW • l',l?,N HDRl ____________ ~RQ£A BY PA~ ~(,JMBER 6§ ...----...,........f'Or.lT!lllltD(ifllfl'IH/fTIJNIIH6L,llt-, ----♦ .----. -------------------,..-----------------------r-----------------.--------------,1----------------------,-----------------------ri----------------------1. , HO NEUTRAL • : a 1------\------------24V---------------1 \~ ,. \ i 1~~ Q) REV.Y CA~N_EJ\· - 3 SYSTEM ".~~DEDI\ ; (,)THERS) 1 -7 .___i:..· -~ ··1---1----l.--+---<1---..,;_------+-l-l -<~1i---;l--1----. 11 • I 'I.;;; I I I/ I I I RM 1Q§ RM 1Q~ m, RM 110 RM 11! 18-5 I •• I "'-~ ,._.,,, ,r~ "Y"'<f'1--~ II • • I : II . : I i L __ _J ! ,,..,.,. L DORM LIGHTS (TYP) - • • I I 18 ,,R '.l+-+-1 -------l; TO LOBBY LTS I I ©/ BP1 L--l-------'---"l'---+--------i; TO GENERAL I I 1ST FlR LTS i,-~ I I '-----4\------,11--i-< ,R7•,-......,,I __ ~, rN SPEAKERS (TYP) -\ . I I I / RM 20!1 r'iv 24V I I -" I 24V GND -----I I ,,.. t • / , I I " I I 24V ... ... '--...... ,. --1,1,-~ ... 1.1-.. '1 ~'.1-,,! /-------=-'>M.----1 24V 2 4V · • f I--,,---GND I ,, ... ~. " I I .Jl_,~l•1------....£!c!.-"Jof'.r--l 24V ... 24V ' \ I 1, 71 / I I , , I I I\'./"' I '. 24V i----,c--GND 24V '" i \l--+-,1-l-;-----~;!_...JJ 24V :; ! I '---'=--,-~ /1~1 _, 1.-l-l -+'.-------~:!,_-24V ,_ . s , .. SOUND ,---t,--'tl,----1----i SYSTEM ' .. (PROVIDED BY E.C.) / : I "~,-I'-+-------....!:;:;:_-'\ I ~L-~~ 24V ... ... CD DETAIL VOID .. FIRE ALERT SYSTEM PROVIDED BY DESIGN BUILD CONTRACTOR SEQUENCE OF OPE!1A.TION ; t. UPON RE:CEIVINO A FIRE ALERT SIG · THE FOLLOWINO SHALL OCCUR: A., LIGHTS IN DORMITORIES SHALL URN ON. B,, T,V, SOUND IN RM. 206 SH TURN OFF. Oi PAGING/BACKGROUND MUSI SHALL TURN OFF. 0, (1) Of (4) TONES SHALL OME ON THROUGH CEIWNG · SPEAKERS. . ~-AT PREDETERMINED DU ION Of TIME (5 MINUTE MAXIMUM) AS DIRECTED Y THE OWNER THE FOLLOWING SHALL OCCUR: A.' LIGHTS IN DORMI RIES SHALL TURN OFF. 6/ T,V, SOUND IN M, 206 SHALL RESUME. c./ PAGING/BACK OUND MUSIC SHAL~ RESUME, Oi (1) OF (4) NES SHALL TURN OFF. ' DETAIL NOTEl~ CD Q) CD SOUND SYSTEM SHALL BE P GRAMMED SUCH THAT THE MUSIC CUTS-OUT A D /\ TONE COMES ON WHEN /\ FIRE ALER SIGNAL COMES THRU. E.C. SHALL PROVIDE REV.Y ENCLO RE BOX IN RM, 112, SIZE PER NEC REQUI ENTS. PROVIDE B/\RRIERS BETWEEN LOW AN WNE VOLTAGE WIRING AS REQUIRED, 2-POLE, 0-30 MINUTE MECHANICALLY HE TIME DEl,AY OFF RE:V,Y WITH 24V OPERATI COIL AND 120V, 20/\ CONTACTORS, (DURATIO TIME SHALL BE SET BY OWNER, BUT SHALL NOT EXCEED 5 MIN.) B-POLE, 0-30 MINUTE MECHANICALLY HELD, TIME DEV.Y OFF REI.AV WITH 24V OPERATING COIL ANO 24V, 20/\ CONTACTORS. (DURATION TIME SHALL BE SET BY OWNER, BUT SHALL NOT EXCEED 5 MIN.) MOMENTARY CONTACT BY-PASS SWITCH FOR TESTING, LOCATE AS SHOWN ON PLANS, VERIFY WITH OWNER If REQUIRED, C§.) RELAY PART OF LIGHTING CONTROL SYSTEM, REFER TO CONTROL DIAGRAt,1 3/E-5.3. FIRE ALERT SYSTEM CONTROL DIAGRAM .. • I SCALE: NONE SCALE: NONE I a\ 9 HOT 120V ( MOTION SENSOR ~ (TYP.) = LOCAL SWITCH : ~ LIGHT Ef SINGLE ROOM CONTROL EXHAUST FAN CONTROL DIAGRAM W/ MOTION SENSOR SCALE: NONE 4 1-----------------------120V'---------------------i CD REV.Y CA~t?if-- • 4-- . - - . - - . - - . - - . 7 DOOR 1 CONTROLS ' Lr . _ _ I (PROVIDED BY OTHERS) -I -. ~ I .L-. --.: - . ! -! I ,--TR--i--~ lA-1a -1>--t-<, I ·1 RB '1 71 • '1 n--+,1--------;I--➔ • OPEN OPEN LIMIT I BUTTON I SWITCH :: ! ·1 : : . DOOR-1 I ! " ! I L CLOSE CLOSE LIMIJ I I I ~L " _J0 • BUTTON SWITCH I I I - - - -I -·--·--· I I ·--·-17 . I I I . I I, .. '. ,-·-i , DOOR 2 CONTROLS '1 L II .J~ ....... ..:..·1... TSl i_ II i (PROVIDED BY OTHERS\ 7 I r,-·--_·-::..t_· r I 1A 18 ,-,+-.;'----"'---'lk---+--....-H'. 'H= . L_ - · _j · --, '. OPEN OPEN LIMIT I I I no j I I • I BUTTO~ .L SWITCH ... I I I I DOOR-2 '. T;-• '. I I ' -----,1.-..-.:.. . ......., I I I '---'-4 ;_i--t t!!_ I L CLOSE CLOSE LIMIT I . I I I I BUTTON SWITCH .J I I 1 · · i 1 --7 . - . - - . - - . I I I I t-. _j I 12)-J....'~'__J ! , . ! I I I I I L " .J -r TYP. 2 , I I I Q I --~4 1B-33 I '1 II II • · DOOR 3 CONTROLS -_(l;R~E.Q.§1'. Q.It!El!§l. . 7 I , --I I I I Ef7-1 1A-20 --H'o-.;..· ---"H.-::----+-,-+-. .-+ ;1-llll ;I ; . 11 11 I Q • OPEN OPEN LIMIT I II I BUTTON .L SWITCH ., I I I 1· DOOR-3 1 B-35 -+-1-+1--,11--+1 -'.'-- 'i-----'1,1,---'--' I I I L - - -_J I ·L · CLOSE cLos'i LIMIJ. 1 1 I L_ __ _J EF11-1 BUTTON SWITCH • I I -·--·--· 11 I• l-------------------~•1-~1, ........ ._+1 ·_L_I __ _. I II .J . L--~4 . DOOR 4 CONTROLS I -_(l;R~DE.Q.§1'. Q.It!El!§l. . _ 1 _ _ · .L, ____ _,~·----~-~•~+{R; ; I 1/\-22 -a.--......,• ., I 1 7 • OPEN . OPEN WMIT I I I I I BUTTON .L SWITCH . .. ·1 I I DOOR-4 . i------",-le-,.-'-. ......., I I ' L CLOSE CLOSE LIMIJ I I I I BUTTON SWITCH I I -·--·--· . I I I I ! .. ! . DETAIL NOTES CD PROVIDE RELAY CABINET FOR APPARATUS BAY DOOR REV.YS. TIMED RMY, AND EXHAUST FAN REV,Y IN RM. 113. LOCATE AS SHOWN ON PLANS. CONTRACTOR SHALL SIZE PER NEC REQUIREMENTS. Q) 1-POLE, MECHANICAL, 1 HOUR TIME SWITCH WITH INTEGRAL PILOT LIGHT, LOCATED IN APPARATUS BAY "5 INDICATED ON P!.ANS. (TYP, 2) (D 1-POLE, 0-30 MINUTE MECHANICALLY HELD, TIME DEV.Y OFF REV.Y WITH 20/\ CONTACT CLOSURE. (DURATION TIME SHALL BE SET BY OWNER, BUT SHALL NOT EXCEED 5 MIN.) CD 1-POLE, MECHANICALLY HELD RMY WITH 20/\ CONTACT CLOSURE, CD 2-POLI,, MECHANICALLY HELD REV.Y WITH 20A CONTACT CLOSURES. APPARATUS BAY EXHAUST F~N CONTROL DIAGRAM SCALE: NONE 6 I ; HOT NEUTr- , _________________ 120¥------------------1 -r WGHTING REV.Y CABINET .---. __ • __ • -- • - - . -'LRC1"@ ~---, 1--Ll~r~e i . i ! !--·--·--·-,--~I 3 1 -" • 1 R11l--l'.-,I-----------~ I ' .. -j I I . I. ! : • l-rr I : 1i. : 1 I 18-10,12 ,\ . 1 I I : I ------I I 'ti< I I . I I I I . I II I I 11-I I . I 11-I I I 1L---JI i: 1,--4 I : i I R2•1---1-'1-1-----_-_ -- . I 1 B-18 ___ A,..__......,.l,_,_I --''t""l<--1;......" --~11 TO E)(f[RIOR iil I '1 i I I J BLDG. LTS ,.~ . I 11-I I : I L ___ _J I - ·111 1,--~ • i 'S':i.-4'-+-----------__. I I I I ~ I I -l J I ,IL I · J • 1B-14,16 ----I II 7 " II I I TO EXTERIOR ~ I ?..---....+--'f'+ILlc--+-,----,1 POLE LTS ,. I ii ; i I ~ 1: 11-Ii . L ___ _J . I I . I I . I I . ., I .. I • I . I I • I -IJ TD EXTERIOR i I POLE LTS ~ - - I .... J,r-<D L--------l=-+-'l-llR4-l-L_7~•.J..:· 1 _· ---------~ i : ,IL : I TO EXTERIOR -"' I I . I I I . I I I I I . I I I I I . I I I I I I I I I I I I . I I . I I . I I . I 18-20 _........;A,_ __ _,.._ ..;.-->t7-t.l"--.-,---~I BLDG. LTS c;j I 11 11. I ~,. f""'\!....,-,--J....;.--"l'-1.-"-i-+---<t--! TO EXTERIOR -----• I " I • BALCONY LTS I I 11-I I 1B-8 " II <D--r---®2 " " 2 ----.. ®2 I I . I L_11-_JI i I . . I I . I . I I I I - I . i I L--_____ _,.;.l ___ _,_I ----1· TO INTERIOR ! : I i t--@ • 2ND FLR LTS I 1 1 · I ,--/.1 ,_ _ _.__.1........;,w".,..__+-111 __________ .,_._._,--IIRSl---'-'-,-------------' I I ,.. I I I I I I - I I I 1 B-8 ___ A1-1-4~.;..I --'41.-_.;.l..;.·..,.._-~s.. ~ ,,, ·1: :-r:.:: :1 1 111-11 ·1 "'I i L=~J I ~~~~ __ SJ.1 ~ TO LOBBY LTS \i! L.........=.s.~'---i ~ - II • TO GENERAL 6----------------1, 1ST FLR LTS - '------·H "---------~; TO DORM "Re FIRE ALERT LTS a/ DETAIL NOTES CD 4-POLE, ASTRONOMICAL TIME CLOCK WITH NORMALLY CLOSED CONTACTS, HOLIDAY SffilNGS, AND 3 CHANNELS FOR MULTIPLE PROGRAMMING TIMES. -CHANNEL 1: ON DUSK UNTIL DAWN -CHANNEL 2: ON DUSK UNTIL 12:00AM -CHANNEL 3: ON 7:00AM -1 O:OOPM -VERIFY TIMES WITH OWNER, Q) WALL MOUNTED DIGITAL TIME SWITCH SET AT TWO-HOURS. SERVES AS 2-HOUR BY-PASS PER TITLE: 24 REQUIREMENTS, LOCATE AS SHOWN ON DRAWINGS, @ 4-POLE MECHANICALLY HELD REV.Y WITH 120V OPERATING COIL AND 20BV NORMALLY CLOSED WGHTING CONTACTORS. (D 4-POLE MECHANICALLY HELD RELAY WITH 120V OPERATING COIL AND 120V NORMALLY CLOSED LIGHTING CONTACTORS. CD 2-POLE MECHANICALLY HELD REV.Y WITH 120V OPERATING COIL AND 120V NORMALLY CLOSED LIGHTING CONTACTORS. @ E.C. TO PROVIDE RECESSED REV.Y CABINET SIZED PER NEC REQUIREMENTS, PROVIDE B/\RRIER BETWEEN REV.Y 1 &: 3 AND ALL OTHER COMPONENTS. Q) REV.Y PART OF FIRE ALERT SYSTEM. REfER TO DETAIL B/E-5.3. LIGHTING CONTROL DIA<;,RAM • LRC1 SCALE: NONE ! ! 3 - - - SQ 'tHERN CALlFORNIA . ~-, . " j )('Virginia Dare Tower ··· . ,.1,¢470 foafhi/1 Bovlevard " \0 fancho Cvcamonga ij::alifomia 91 730-3754 ,~,-·~n. 'i.',d•· :iii fe/: 909-987-0909 F! fax: 909-980-9980 'U +-' ro C 0 © 0::: ~ © u..~ ro 0. .£3 (.) © 0 C -ro -o ~ oo ro .0 ·-0 (/') u.. .c ,:: 'U o ro ro C(.) .0 ~ (/') -I.., ,:-ro (.) 0 N r--- ADDENDUM2 CONFORMED DESCRIPTION DATE 0/\TE :'C:1';1 -\:.,I '. j_ (:,-:1,j; ·' · i;rNATION: E-5.3 l""SHffi19EEl.r I CITY oi.: CARLSBAD IISiEETSI LJLl. ENGli:Jt®f!O OEP/\Rl\lENT 95 --- ' I, ---, ----~ --------------- DRAWING NUM8ER SAFCO PAODUOlS • NEW HUA:!, MINNESOTA REORDER av PART NWMBER B5Pil ' ----, --------------- ---~-.. ----:-l'Dliff!IIN~Ollla0FPHIITONTIJl5UIIE: ____ --~-~ -·----._ ,-, .--' n-· ----~---------------------,1----------- --- DRAWING NUM8ER DRAWING NUM8ER DRAWING NUMBER $iAFCO PA□□UCTSI • t£W HOFE, MINNE51JTA . REORDfA 8V PART NUMal:A 6P53 J__ SAF-C0 PIUJUGTS • ~ HOP£, Mll\ltESOTA FEOROER BY PART NUMl:IER 6553 SAR..:iO Pl~OOUc:;TS • NEW HOPE, MINNESOTA REORDl:R BY PAA'r NUMBER 6553 -C--P()JI.TIOO-~Offfilf!llltfTllllllllli-==-" ,..,,,.,.._ --...__ __ _ ---fWl'fmrt~tlfrmtlfllliTtlfflt111l------------f'QSffillN :1!11t llf TTIIIITJII TlilS L.lllc--"'= __::.::,;,:. CONNECT CONTROLLER TO 110 VOLT POWER SOURCE SEE ELECT. DWG'S, POINT OF CONNECTION. CONNECT TO 1" DOMESTIC,• ATER STUBOUT DOWNSTREAM -RP BACKLOW PREVENTER• SEia CIVIL (l, STAT. PRESS .• 70 PSI . MAX.DEMAND= 17 GP I /;' I 1/ I jl I I IRRIGATION PRESSURE CALCULATION CAR~SBAD FIRE STATION STATIC PRESSURI;: 70.00 PSI MAX. GPM DEMAND: 17.00 ' UNITS size TYPE 1 1' DISC 1 1' RP 1 1' GLOBE 1 1' PLASTIC 1 1·114' BRASS 250' 1-114• SCH.40 SCH,40 MISC FITTINGS '1 1" PRV STATION.: A-7 FARTHEST SYSTEM DESCRIPTION GPM UNIT PSI LOSS WATER METER 11,00 1,60 BACKFLOW PREV. 11.00 11,00 MASTER VALVE 11.00 3.5 CONTROL VALVE 11.00 3,5 GATe VALVE 11.00 0.20 MAIN LINE 11,00 2.20 LATERAL LINE 3.40 ALLOWANCE 1.8 PRES/URE REDUCING VALV COMPONENT LOSSES 27.0 MIN. REQ'R BY HEAD: 30.00 3.0' ELEVATION LOS$: 1.25 TOTAL PRESSl,IRE REQ'R: 58.25 RESIDUAL PRESSURE: 11,75 PSI SET MASTER VALVE AT: 45.00 PSI I I I 3/4 NEW FIRE STATION F.F, ELEV.= 0'-0" = 533.50' SITE DATUM -- /! I! " // ! I I ' t I .. Ii / / " ; l • V I I -,;-",lr TEMPORARY ABOVE " GROUND LATERAL OUT TO RSFR IRRIGATION LEGEND SYMBOLS ~ ~- =====:::;; NOTES: MANUFACTURER JlEM GPM PATTERN R PSI WALLA WALLA # MP 2000 - WALLA WALLA # MP 1000 .. RAINBlRD # 1812-SAM-10 RAINB!RD # 1812-SAM-8 RAINBIRD # 1812-SAM-5 RAINBIRD I 1806-SAM-5CST-B CONTROLLER AND STATION NUMBER VALVE SIZE/ GPM FLOW GRISWOLD # 2250 RAINBIRD RAINBlRD KBI RAINBJRD PVC PVC PVC f PEB # 33 DLRC #BTU-E # ESP"MC-16 SCHEDULE. 40 SCHEOULE4D SCHEDULE4D 12" POP UP ,33 ,63 1.2 12" POP UP ,18 ,32 ,66 12" POP UP A ,8 ,8 1,8 12" POP UP ,28 ,36 ,62 1,0< 12" POP UP ,1 ,13 ,2 .41 BUBBLER ,2 MASTER VALVE, PRESSURE REDUCING. REMOTE CON1ROL VALVE QUICKCOUPLING VALVE BALL VALVE, LINE SIZE 90 180 360 18' 90 180 360 w 90 VAN 180 360 10' 00 VAN 180 360 8' 9D VAN 180 360 ~ STRIP 1,2 CONTROLLER !N STAINLESS STEEL ENCLOSURE ASSEMBLY BY UGT IRRIGATION MAIN, aw TO 1-1/2" SIZE SPRINKLER LATERAL, WIRE SLEEVE, PIPE SLEEVE, {2 TIMES DJA OF PIPE ) CONTRI\CTOR SHAU. INSTALL PRESSURE COMPENSATING NOZZL.f. SCREENS IN ALL SPRINKLER HEADS REQUIRING ADJUSTMENT Of RADIUS. REFER TO MANUFACTURERS LITERATURE. 30 30 30 30 3D 30 ** INSTALL WALLA WALLA ROTATORS !N RAINBIRD 1812-SAM SPRINKLER HEADS. P.R. .43 .43 1.83 1.83 1.83 DRAWING NUMBER SAFC□ PRODUCTS • NEW HOPE, MINf\ESOTA Hr.:OHIJ~R av f'AHT NLIMtltA 1.ibb3 --------:----=-=~·-1•~iiillfl£ililrilff'faifil.ii!T~fL11i__:___;, -~ GENERAL IRRIGATION NOTES: -- 1. IT IS THE RESPONSIBILITY OF THI; IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, SLOPES, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. 2. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC, SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 3, THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURI; PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATeP ON THE DRAWINGS AND THE ACTUAL PRESSURE REAPING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 4. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THI; DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD ll-iAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD Be BROUGHT TO THE ATTENTION Of THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 5. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. 6. INSTALL ALL PIP!; MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE TI-iREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 7. ALL POP·UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1' ABOVE FINISH GRADE. 6. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEADS ARE FLUSH WITH ADJACENT SIDEWALK OR CURB. 9. ADJUSTING OF ALL HEADS BY THI; IRRIGATION CONTRACTOR, SO THAT THI; TOP OF THE SPRINKLER HEAD IS 1/4' ABOVE FINISH GRADE, SHALL BE ACCOMPLISHED WITHIN TEN (10) DAYS AFTER NOTIFICATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 10. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGRE!; OF ARC TO FIT THe EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. IRRIGATION SYSTEM MAINTENANCE. Maintenance of the irrigation system is a necessary and continuing process involving monitoring, adjustment and repair. Repairs can be minimiz,ed by instituting a maintenance program. Some img_ation system maintenance activities need to be done at regular periodic intervals, Other, are performed on an as-needed basis. WEEKLY OR AFTER EACH MOWINCl • " Trim turt from around sprinkler heads as necessary to avoid spray blockage, " Briefly activate each control valve and observe sprinklers for proper coverage and operation, Immediately repair or replace any sprinklers which may have become damaged or misaligne~ by moving operations. " Check for irrigation overspray or runoff and correct as necessary. MONTHLY. • Adjust programming of the automatic irrigation controllers based on observed field conditions. • Check the soil moisture with an auger and evaluate with regard to duration and frequency of the irrigation cycles. Fine tune systems weekly or bl-weekly and make corrections as necessary. Keep records of all information. Maintain pet cocks of valves In good operational condition, pet cocks shall be only "finger tighr when in the closed position. • Controller Operation: Check field valves for sequencing, timing, accuracy and general function at the be_ginning of each watering season. " Walk anrl check all on grade pip~ check for breaks or leaks, check slaking and position of all pipe and sprinkler heads installeo on slope surfaces. CONTINUALLY. • Clean soil and debris from sprinkler bodies and nozzles to insure proper water discharge. " Straighten sprinklers and adjust nozzles for proper direction of throw. • Maintain all s~rinklers ill good operating order, including proper coverage adjustments. Repair or replace sprinklers as needed. " Maintain electric controJ valve boxes free of debris and soll. • Adjust water applications according to changes in the wealher. Contractor shall be responsible for damage resulting from either over or unaer-watering. AS NEEDED. " Extend the height of sprinklers as necessary in shrub and turf areas to avoid interference from adjacent foliage. " Repair or replace all damaged equipment within one watering period. fl Turn off controllers temporarily during periods of rainfall. EQUIPMENT REPLACEMENT. fl Replace any irrigation valves , sprinklers or other components with replacement$ of the exact type and manufacture as called for in the original irrigation plans. MAJOR REPAIRS. " Where condltlons develoP.: which can not be handled by routine maintenance, they should be brought to the attention of the Owner. • All damage not resulting from Contractor's activities or negligence should be promptly reported to the Owner " During times when the waters supply is cut off or the irrigation system is otherwise inoperable, the landscape should be carefully monitored for signs of water stress, Start a hand watering program immediately for all stressed landscape areas. Notify Owner in writing if this occurs. LANDSCAPE IRRIGATION AUDIT SCHEDULE • • Landscape irrigation audits shall be performed In accordance with the State of California Water Management program as described m the "Landscape Irrigation Auditor Handbook". • Audits shall be conducted by certified landscape irrigation auditor. • The first landscape irrigation audit shall be performed prior to acceptance and shall be repeated every five years thereafter. KEEPING OF RECORD§. • The Contractor shall keep permanent records of all performed maintenance task.a. " Record all water usage and changes in controller timing, including off times during rainfaR, • Record all activities performed during the quarterly review. • Record all proposed and executed repairs. " Record all times when the irrigation systems are not operable. " Record all performed Irrigation audits. OBSTRUCTIONS WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERe WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLIN(l A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE, ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. (TYPICAL) MAINTENANCE RESPONSIBILITY ALL ON SITE IRRIGATION SYSTEMS WILL BE MAINTAINED BY THE CARLSBAD FIRE DEPARTMENT. AFTER THE MAINTENANCE PERIOD PER SPECIFICATION Toby Merten, Irrigation Consultant 333 AvenidaAd□ba, Suite 203 San Clemente, CL 92672 E mal. mertenst@:c□x.net Tel. (849)49~-4483. Fax. \949) 4S0-4-a10, 0 1 o' 20' 40' ORAWINGNUl\'l DWG 440:; 9l of 9!;j, ,, ', .. -----~-··- Architects JWvf,(Jfl: qUCAMONGA • FOLSOM· EMERYVILLE 59,V.JHERN CALIFORNIA · · CL Virginia Dore Tower :,i ' 10470 Foothill Boulevard f( Rancho Cucqmonga } '' California 91730-3754 ,• _,_ ··~-,\, 1/:~-).:: ' ' tel: 909-91)7-0909 -I ;/,/ fax: 909-980-9980 .,,,, . RJM ,- 0 C\I r-,.. ...... ·~ I • DESIGN' GRO~INC. ~ jjm LAMD8CAP AB ff.1"~---~~~1-ca.=a TM ADDENDUM No.2 6 ,,,'.';; ,. " ,, .. ;,;,: J ?. ;i.','"' CONFORMED DESCRIPTION REVISIONS DAT i°'D6119/2007 SCALE: _.-;.., .:: .. ,,: -'·wr P~\?i~fT NUMBER: 04142.00 .,-,--1 AS ,,,,. [f ' ',"' ;;,, BUIL T8 DATE DATE L-1.1 CARLSBAD FIRE STATION-~-~ {i, IR.: ',QATION ,, tA' --1?,, N ·" . ', ;:.: ,-,,.,_,. I I I ---. I DRAWINO NUMBER DRAWING Nl,IMBER DRAWING NUMBER . SAFCO PRODUCTS • NEVV HOPE, MINNESOTA SAFCD PRODUCTS • NEW HOPE, MINNESUlA SAFCO PHOOUCTS • NEIN HOPE, MINNESOTA REORDER aY PAAT NWMBCR {1553 ' -REORDER B\' PART NUMBER 65531 REOl-llJ!:;R i;v 1-'AHT NUMF.lER 655:J --P(ll:ITJON~OGEIIFPRI_IITQ~lJIISWW_-:_----~ -~ ._ ...........,. ~ ~ --f'DSITl!I_NoDll:l'.lHillNllljl/JIIL!f!i.----,__..,,. --_ ~---~-~---~ .-:--:f'f!iLJKfi.YQ!':OfPlll!ITQNJl:!!S_L!l!f.--~ ------ 6" MIN. I. SHRIJ6 SPF1.A 'I' P!;R PLAN 2. FIN15H $RADE: ;I. rlAl-1., FOUNDATION, E:TC. 4. ¾H. 00 PVC NIPPI.I! ~-----l 2 ,. ¾H. ~O PVC Ta: AND a..f;lQH 6. ¾H. W MARL.E;X STREET a..L 1. PVC LATERAi. LINE: SHRUB SPRAY ON RISER I. FINISH <S>RADI: 2. POP-1,JP SPF1.A'I' HEAD HITH AN11-DF1.AIN VALVE, SET TOP OF HEAD 1/2" Af;lQVE: 6RADE: 5. ¾H. W PV<, NIPPI.I: -1.ENGTH AS REQUIRED 6, SCH. W PVC 51REE:T ELL TxT 1. SCH. W PVC TxT qif EI.L DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FC:IROUI CW PART NUMBEfi 6503 ---PllSl!JllHEOBE.fl'PIIIIITDJj, THIS ulff;_--------~~ I. 2. ,. 4. s. cure, SID&iAI.K, ETC. FINl5H <5RADE: ROUND PLASTIC VALVE f;lQX HI 1.0CKING TOP (LABELED 15A TE: VAL Via) PLASTIC PIPE: 51.EEVE (MIN. 4" DIAJ 13ALI. VAL VI! (REFl;R TO 1.1:efND) GATE VALVE . I I -111= m 1= ;J I l • • •• Ml . ·• I. FINl5H 6RADE: 2. ROUND PI.A5TIC VAL VE f;lQX t WYER 6. Sl<T MAINLINI! FITTIN() (T'l'P J 1. 2 c;.F. PEA 151'1.AVE:L SUMP ~-¾H. ~O PVc; NIPPI.E: q, ¾H. W PVC UNION (MA'!' 6E A PART Of' VALVE) NOTE:, ALL VALVES TO 6E INST ALI.ED IN 5HRIJ6 AREAS. 6" MIN. le>1' MAX. 6. 1. ;5/4" ~SHED CFWSHED A<S>$REl5A TE: 6ASI: 61'1.ASS NIPPI.E: 6' I.ONG ,. STRIJc; TURI: OR HARD¾AP!; ~-61'1.ASS qo STREET El.I. l'-IHl:Re OCCURS FITTING 4. QUICK c;oUPLIN() VAL VI:. q_ PRl:SSURe 51.JPPL 'I' LINE /SEE; 1.EefND) 51:T I" A£;lQVI: $RADE: 10. 61'1.ASS qo STREET aL DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE. MINNESOTA REDRDE;fi BY PART NUMGCR 6553 ,,,__....._.. __ -_ rlXilTIONfOIIE"IIHRlftTIUHHISUIE-~ --- (D ;50" MIN. WIL OF HIRe @ W,. TE:RPROOI" c;oNNEc; TION (T'l'P J DR'!' SPI.ICI: @IDTAG @ REMOTE: <,ONTROL VAL VI: @ Rl:c;TANeUI.AR VALVE f;lQX HITH 1.0CKING <,OVER. @ FINl5H 15RADE: G) PV<, ¾H W NIPPI.E: @ PV<, ¾H W EI.L I 11 MIN. @PVC sc;H W (l-EN<5TH A5 REG!UIRED) (@ 6RIC!< (I OI" 4) @ PVc; MAINLINE: FIFI: @ ¾H W NIPPI.E: /;I" I.EN1;,TH) @) PVC ¾H W Ta: OR 1:1.1. 03) PVC ¾H W PVC UNION @ PVC LATERAi. PIPE: @) I c;,F. P!;A 151'1.AVEL SUMP REMOTE GONTROL VAL VE 12' " . 1 MIN. 1 I, c;~, SID&iAI.K E:Tc;. 2. ,. 4. ROl!ND PLASTIC VAi.VE f;lQX HI 1.0<,KING TOP (I.ABl:I.ED MASTER VALVE) SET I" A£;lQVI: FINl5H 15RADE: IN PLANTING AREAS ONL 'I'. FINISH $RADE; WMMON AND c;oNT!<OL HIRE5 TO CONT!<OI.I.EcR I.OCATION 6. PVC. MAINLINE: 1. 2 C.i". PEA 151'1.AVEL SUMP e,, ¾H. W PVC UNION ;I, PVC LATERAi. I.IN!: PIPE: AND FITTING IN LAHN AREA, OR 2" A!;lOYI: FIN15H 15RADE: IN 12. 24" 1.0Ne eALV. IRON STAKE: MASTl:R VALVE (REFl;;R TO I.EefND/ NOTE:, ALI. VALVE5 TO 6E INSTALi.ED IN 5HRIJ6 ARl:A5. , 4. SCH. ~O PV<, STREE:T E:1.1. T >< T PLANTINGAAl:A HITH (2) STAINI.EcS5 s. BRASS NIPPI.E: ~" LONG STE:Ecl. c;!J\MPS, HIGH POP-UP SPRINKLER QUIGK GOUPLING VALVE ASSIGNMENT OF RESPONSIBILITY GENERAL: THE IRRIGATION SYSTEM IS DESIGNED _TO PROVIDE FULL COVERAGE OF ALL PLANTING AREAS WITH MINIMUM OVERSPRAY ONTO PAVING, WALKS, WALLS AND EXISTING UTILITIES. THE IRRIGATION CONSULTANT DOES NOT ASSUME ANY MAINTENANCE OBLIGATIONS. CONTRACTORS RESPONSIBLITIES: THE CONTRACTORS SHALL ASSUME THE SOLE RESPONSIBILITY FOR THE CORRECT ALIGNMENT OF THE SPRINKLER HEADS, PROPER SETTINGS OF CONTROLLER ENCLOSURES AND ALL OTHER IRRIGATION SYSTEM COMPONENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ADJUSTING THE WATERING CYCLES TO SUIT THE SEASONAL REQUIREMENTS. ADJUST THE WATERING CYCLES TO THE SOILS INFILTRATION RA TE. NO RUN OFF SHALL OCCUR AT ANY TIME. THE INSTALLATION CONTRACTOR SHALL INSTRUCT THE MAINTENANCE CONTRACTOR IN THE use AND ADJUSTMENT OF THE IRRIGATION SYSTl;:M. PERFORM ALL REVIEWS AND AUDITS AS CALLED OUT IN THE IRRIGATION MAINTENANCE NOTES AND SUBMIT WRITTEN REPORTS TO THE OWNER. OWNERS RESPONSIBILITIES: THE OWNER SHALL BE SOLELY RESPONSIBLE FOR OBTAINING "AS BUil T" DRAWINGS AND CONTROLLER CHARTS FROM THE INSTALLATION CONTRACTOR. ANY DANGEROUS CONDITIONS THAT MAY OCCUR DURING THE CONSTUCTION OR LATER MAINTENANCE PERIOD SHALL BE CORRECTED IMMEDIATELY. SUBSTITUTIONS: NO SUBSTITUTIONS OF MATERIALS SHALL BE ALLOWED DURING THE CONSTRUCTION OR LATER MAINTENANCE WITHOUT THE WRITTEN CONSENT OF THE IRRIGATION CONSULTANT. ALL REPLACEMENT COMPONENTS SHALL Be AS CALLED OUT ON THE DRAWINGS AND IN THE SPECIFICATIONS. THE CONSULTANT CAN NOT BE HELD RESPONSIBLE FOR Al TERATIONS OF THE IRRIGATION SYSTEM THAT WERE DONE WITHOUT HIS WRITTEN PERMISSION. r----Pacific T echnk:ol Services r / 18' front entry Controller Ass..,bly <CA Serles> NEMA JR r.lnproof enclosure CUL listed) 18' ' 1 Conlroller·----1--t-1 Power switch/Gr! 1-l;:;;;, ~ rec:epta.de Teralnol strip -1Hi~il I VAC I~---3/4' PVC condait for 12 fron l"letered power sup ply ~-----PVC condalt for 4' rdn -;---,,. .......,'-+~ control wires, size 11.5 r f-----:~~~~-flfl-~-<:::::---Flll vo~s with concrete eqwred "---PolJl"ed concrete bo.se ~-8' GONTROLLER IN ENGLOSURE " . / .. • • ' c• • • • • ~ • i', i) ' -• 4 , " 2'-2' s. • I ill l-. ;!. ' -<() MASTER VALVE -• It ~ I.A TE:1'1.AL MAINI.INE: HIRING -TAPE: t ElUNDl.1: • 10 FT. O.C,. MAX. ~lJ i iJ J,191W ll ALL MAINI.INE: 5HALL Ell: INSTALi.ED PER MANUFAc;11.IRfR'5 SFE:<,IFl<,ATION, SNAKI! ALL PLASTIC. PIP!! INTO TRENCHl:S AS 5HOHN. MAIN SUPPL. 'I', LA TE:RAI., t HIRING MAIN SUPPL'!' LATE:1'1.AL ·1·11 -'t := N 'l IT PROVIDE: A 20' LOOP IN HIRe 0 ALI. CHANeES OF DIRE<,TION 6REA TE:R THAN ,O'. REMOVI! Tll=5 AFTER ALL c;QNNECTIONS HAVE: 61::EN MAD!!. HIRING INSTALL ALL l:20V HIRI: IN c;oND~IT Pf;;R LOCAL <,OD!!. 120 VOLT TRENGHING i ! 0 lo' 20' 40' ----------"--· " ., ------- fA\ii ii it:Dlffi ~ff/i 9!.!CAMONG,I -FOLSOM• EMERYVll,J,E SQ JIIERN CALIFORNIA •: ~• S ;c ~,, ,, . .. )]-[_:-j. _ Virginia Dore Tower \ 10470 Foothill Boulevard S 'c:i Rancho Cucamonga ;i; !'<;,alifornia 91730-3754 .-,/. :· .,!J:·r it"'<"· .,, •3;"'.i!'! < .· ,,· ,,r tel: 909-987-0909 ii :'i' fax: 909-980-9980 -0 +J ~ C Q) 0:: E Q) t:::! u.. <l:'. cu 0. ~u Q) C ~ 0 cu -0 ~ (/) cu 0~ ·-u.. -5-c -0 C CU ~ cu u (/) 0:: ,._, ~ J 0 N I'-- ftrr -; .,,·.• ,' ii 6., ·.• ., ,. J,,.• . . , ',.,.,. :j j'.,:l 'fE BY DESCRIPTION ' iit (\f REVISIONS -'" c •. I«,. OAI i: 06/1912007 SCALE: •'· 1 • -.-, ' P~gJt~T NUMBE;R: 04142.00 :tili• • f11 ;'i:1 AS BUILT 1 f: { L--2.-1 -- , ! L i ·1 ; l J DRAWING NUMBER SAFCO PAOOLCTe • NEW HOPE, MINNE~ • , REORt::ER BY PART NUMBER G;i53 -~-~--~--~-~ =---· -ro=sr'!"=lllNnmEOl'M!Uif __ DIITrllttlllf.---- I 'I- I I I I I "f''" • • • • DRAWING NUMBER SAFOO PRODUCTS • t>eN HOPE, MINNESOTA . -RWROCA BY PART NU~EA 6553 ----1'1)S1_1W!,1'Dl!c:Jl'Plll!C'TllltTlll!lllME:-........_ / INSTALL STABLIIZED D.G (MALIBU GOLD) I I I I I I I I I I I I I DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA AE□RDCA l3Y PART NUMBl:R 6553 --------l'[l&ff-lOff EflQE llf l'll!!r" Ott nua ~HE------ ,,. ·<~....... -·-______ ,,..................... -..... ,____ -................. ·-------.. .. .. . -... ... ....... ... .. ,.,_ :j MONUMENT , / SJGNAGE AND tc.:-,,--,._.,,/1/ .... _ .. . _. . FLAG~~~ .......... _ ....... _ NEW FIRE STATION F,F. ELEV.= D'·O" = 533.50' SITE DATUM ,,, , , .. ·, ' DRAWING NUMBER SAR)) PR□oucra • NEW HOPE, MINNE&JL&. REORDER 13\' PAl1T NUMBER 6553 __.._ 1'11$lllUl;.WlliOI' ~-tlllll UN lttlSUNE.=-----=--- -----"'"'"""""""""" --·"""""""'-"""-- -- T·I T-2 0T-4 EB 0 0 0 EB 0 e 0 T-, T-6 s-I 5-2 s-, S-4 s-, DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA HEU'IOl:fl BY PART NUMBB=i 6553 ~ ~Pll&ITJ[lNEDllEllFPJlllfTOMTHIS.LllE-- TREE LEGEND 60TANICAL NAME COMMON NAME CINNAMQHI.IM CAMPHC>RA CAMPHQR TREe FRAXN.JS VIB..UTNA RIO 'GRAI-DE' FAN·TEX ASH TRISTANIA CONFERTA BRISBANE BOX PRI..NJS CERASFERA 'KRAUTER VESUVLIS' PURA..E LEAF PLUM ERIOBOY~Y A DER.EXA BRONZE LOOUA T SHRUB LEGEND 60TANICAL NAME COMMON NAME ACACIA REDOLENS ACACIA BAca-JAAIS Pl.I.LARIS COYOTE l3RU$-4 1-EMEROCALLIS HYBROS DAYLLLY LANT ANA MONTEVIDENSIS Plm.ELANTANA RAPHOI..EPIS lf\.OICA NllAN I-IAW11-iQRto8 GROUNDCOVERLEGEND 60TANICAL NAME COMMAN NAME 5IZE 5 .SAL. :; .SAL. , .SAL. :; .SAL. :; .SAL. TYPe S .SAL. 5IZE GT'I". 24 6QX 3 24 6QX 2 24 6QX II 24 6QX · I:> 24 6QX T GT'I". 5PACINS ~PLAN ~PLAN ~PLAN Pl;R PLAN Pl;R PLAN S'·Q' Q.C. 5PACINe/ COMMENT STANDARD STANDARD STANDARD STANDARD STANDARD COMMENT COMMENT see 6£:LQH -- 'seED FQR DIST1Jf<6£:D AREAS' HYDROSSEEDING CHART Mix I -Non-Inigakd Native Seed 1'1ix {usin~ Rcc,m snt-cks) nurJ,,enn lbsh1c Latinn;une cou1mo11 name -· -----------· 95/75 1.0 Esc-hscholzia californica California ponnv 50160 OJ Lastbenia califon1ica Dwarf e:oldfie!ds 40/30 3.0 lsocorna menzksii ' Coast goldenbush 90/60 4.0 Lotus sc-011ari1.1s Deerweed 95/85 5.0 Luoinus bicolor Pi uy-lenf luoine 95175 20.0 Pfoniago iusuladi£RECTAVI' Plantain 33.5 Total Poimas lac .. NOTE:, H'l'DROSEEDIN~ IS PLANNED FQR ALL PRQPOSED ISAADED AREA3 QVT TO i1-iE NEH RANCHO SANTA Fe ROAD. Ri;fER TO CIVIL DRAl'IIN/$5 FQR EXTENT Qf PRQPQSED ISRADED AREAS. @ ® © @ PLANTING NOTES PROVIDE t-U.CH IN ALL LANDSCAPE AREAS (l;XCLIJDING HYDROseED AND TURF) HAVINe LESS THAN A 2d SLOP! AT i1-iE C,QNCLUSIQN Qf Pl.ANTINe QP!;RATIQNS. SEE SPEC,IFIC.ATIQNS FQR ADDITIQNAL INFQRMATIQN. Ri;fE;R TO PLANTING SPEC,IFIC.ATIONS AND DETAILS FQR SQIL PREPARATIQN, FERTILIZATIQNS, ANO QTI-ll;R PLANTING INFQRMATIQN, ALL PLANTINIS -S TO HAVE POSITIVE DRAINISI!! 01" 2~ MINIMUM ALLOl'<ED. ISROVND C,QYE;R AND/QR SHRIJe MASS!:S SHALL se INSTALLED TRIANISIJLARLY' SPACED, lJNLESS OTHERHl5e INDIC.ATED. see PLANTING DETAIL SHEET. @ THE PLANT QUANTITIES ARE SHC>HN FQR Ri;fERl;NCe AND l:IID C,QMPAAISQN f'URF'Ostl ONLY. C,QNTRAC.TOR 15 R£;SPQNSl6Lf! FQR C,QNDU(;TJNe HIS QHN AREA T AKE--QFFS AND UNITS C,QUNTS, PLANT S'l'£3MQI.S AND SPEC,IFIED SPACINe SHALL TAKE PRECEDENC-E. ® ANY' TREE HITHIN 5' Qf HARDSCAPE (IE. HALL, HAJ.!<5, eTCJ SHALL HAVE A LINEAR ROQT 6ARRIE;R INSTALLED A MINIHI.IM Qf IQ' 61;:Y'QND i1-iE ED(;!; QF i1-iE ROQT6ALL. Ri;fER TO THE ISENERAL QR SPEC,IFICATIQNS, ® ALL TREES IN TURF AREA3 SHALL TO HAVE 18' DIAMETER Cl~LE Qf BAAi< t-U.CH AAQI.IND lalASE. . I J ~· 0 10' 20' 1 40' DRAWINGNUM DWG 440- 1 >: : 94 of 95 ·•· SAFCO PAO□LiCTS • NEW HDFf:. AEOAD~ BY PART NUMBER 6$ --_ __!_!l&ITfO~E_Q_g£_1FPRl!fTQ~Jfj!§_L)N_6 , I ! ---- SQ)~,~~!;= 0~!1;!!~RNIA J,10470 Foothill /3oulevord ::iv '/~oncho Cucomonga !f'california 91730-3754 I~:';i:,, 909-987-0909 . )f fox, 909-980-9980 -0 ... ca C: r2 <l) -e <l) LL<( ~ 23 () <l) 0 C: ft ca -a ~ (/) 2 ·-0 (/) LL -5-c: -0 c: ca ca ca 0 ..0 (/) ~ L. ~ ~ 0 N ,...._ 6 .... • ·· 1-·" ,.,,, .. ,, ,_ . -~:· ('.'-;-· CONFORMED TlS R<VISEO Pl.ANTING PLANTA(lO ER~CTA DESCRIPTION j REVISION$ PR<>J~fNUMBER: 04142.00 ",.,., .... c,: ,- ... :: :'.1AS BUILT' 4~."3--0l·/4 P,E:, ~j~ FXP,3-3/•/'fJ DATE REV!· .. J BY• Ji:. -f)j-" DATE L-3.1 fSirul CITY .; .. 0 ARLSBAD ~ ENGINEERiN . DEPARTh4ENT . ' 'MLLIA!ol .E. PLUMMER -,_ ---- I ' I I . ,, DRAWING NUMBER DRAWING Nl,IMBER ' .i, 5AFCD PAODUGTS • NEW HOPE. MINNESOTA SAF00 PRDOLCT'S • NEVV HOA:, MINNESOTA --~---",,,.--------------------fl:00[)~ 01i· ;:>,r.,AT N:JM~EF. G;js:,:---------·----------. -·------· -------.------REORDER BVPART NUMBEA 6553 · -~ ----f-TlDlltDa•rnllliOKTttllll,C-- --- -----·-----i'l)IITIOltHllf.llPlllll'taTJIIIWt:---~-- i . ' . ' . PLANTINe NOTES: I. 2. ~- ALL TREES Y'lln-tlN A 9PECIE9 9HALL HAVE MATCHINe FORM. ALL LAND¾APED AREAS TO RE<;:,EIVE AUTOMATED IRRl<S,ATION. 1 REFER TO PLANTINJ 9PECIFICATION9 FOR 0011.. PREPARATION, FERTILIZATION, MIJLCHINe, AND OTHER ADDITIONAL PLANTING-INFORMATION. 4. ALL PLANT MATERIAL 9HALL 6E APPROVED 6Y TH!! OY'INER'9 AUTHORIZED REPRE9ENTATIVE PRIOR TO IN9TALLATION. 5. FINAL LOCATION OF ALL PLANT MATERIALS 9HALL 6E 91J6JECT TO THE APPROVAL OF THE OHNER'9 AUTHORIZED REPRE9ENTATIVe. 6. CONTRACTOR 9HALL NOTIFY OHNE.R'9 AUTHORIZED REPRE9ENTATIVe 4e, HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJE<:;T IN9PECTION 9i:;,HEDIJLE9; i. 9EE DETAILS AND 9PECIFICATION9 FOR STAKING-METHOD, PLANT PIT DIMEN51ON9 AND 6ACKFILL REQUIREMENTS. I e,, IF CONFLl<:;TS AR15E !3ETWEEN ;,IZe OF AREAS AND PLANS, CONTRA<:;TOR TO <:;QNTACT LAND¾APE ARCHITE<:;T FOR RE;OLUTIQN. FAILURE TO MAKE 5UCH CQNFl,.ICT9 KNOWN TO THE LAND5CAPE ARCHITE<:;T HILL RE5ULT IN CONTRA<:;TOR'9 LIABILITY TO RELOCATE THI; MATERIALS. 'l. CONTRACTOR ;,HALL 51J6MIT FOR APPROVAL PHOTOS OF ALL !3QXED TREES.. PHOTOS 5HOIJLD INCLIJDE A PEROON FOR 9CALI; .PURPO9E9. ALL 6QX TREES SHALL BE OF OUALITY AS DETERMINED BY THE QHNER,/LAND9CAPE ARCHITECT. MATER!AL FOUND UN91JITA!3LI; FOR THI; DE;,l$N OR 5PE<:;IFICATION INTENT HILL !3E REJE<:;TE!;>. 10. IT 15 THE Ct;;'NTRACTOR'9 Rf;,PQN;,lf.;llLITY TO FIJRNl5H PLANT MATERIALS FREE OF PESTS OR PLANT Dl9EA9E5. PR\;-91::LEC,TED OR 'TAe>e>ED' MATI;:RIAL MU5T BE IN5PECTED BY THI; CONTRA<:;TOR AND CERTIFIED PE;,T AND Dl;,EA5E FREE. IT 19 Tl-ti; CONTRA<:;TOR'9 OBLioATION TO HARRAN'TY ALL PLANT MATERIALS PER n-tE SPECIFICATIONS. I II. CONTRA<:;TOR ;,HALL !3E RE9PON5I!3LE FOR MAKINe HIM5El,.F FAMILIAR HITH ALL UNDER6ROUND UTILITIES, PIPELINES AND 5TRIJyTURE9. CONTRACTOR 5HAl.,L TAKI; OOLI; RE5PON51!3ILITY FOR ANY C05T INCURRED DIJI; TO DAMAe>E OF 5AID UTILITIES. ' 12. CONTRA<:;TOR 5HALL NOT HILL.FULLY PROCEED HITH CQN5TRIJCTION A5 DE:;,l<S,NED Y'IHEN IT 19 O6VIOU9 n-tAT UNKNOWN O!35TRU<:;TION9 AND/OR ,:;,RAD!; DIFFERENCES EXl;,T THAT MAY NOT HAVE SEEN KNOHN DURING DESIGN. SIJC,H C-ONDITIONS SHALL Sq; IMMEDIATELY BROUeHT TO THE ATTENTION OF THE LAND;,CAPE ARCHITE<:;T. THE CONTRf',<:;TOR 5HAl.,L A55UMe FULL RE5PON516I1;..ITY FOR ALL NECES5ARY REVISIONS DUE TO FAILURE TO $IVE 5UCH NOTIFICATION. l;l. CONTRACTOR ;,HALL 6E RE5PON5I!3LE FOR ANY <;::,QORDINATION Y'IITH SIJ!3c;:.ONTRACTOR9 AS REOUIRED TO ACCOMPLl9H PLANTINe OPERATIONS. 14. CONTRACTOR TO RECEIVI? 91TE 6RADED TO +0.10. C9NTRA<:;TOR 5HALL 96TAIN LETTER OF oRADE CERTIFICATION FROM OHNER PRIOR TO PROJECT EXJ;:CUTION. 15. PLANT MATERIAL OUANTIT_IE9 ARI; 61VEN FOR CONVENIENCE; ONLY. PLANT 9YM60L9 AND ;,PECIFIED ;,PACING-;,HALI.. TAKE; PRECEDENCE. CONTRA<:;TOR 9HALL VERIFY PLANT MATERIAL OUANTITIE9 PER PLAN. . IE>. CONTRA<:;TOR TO A;,;,URE PO;,ITIVE DRAINAeE IN ALL PLANTINe AREAS• .2% MINIMUM ALLOWED. Ii. AFTER ROUeH 6RADE9 HAVe !3EEN E5TA!3L15HED IN PLANTINe AREA9, CONTRA<:;TOR 1e,, I 'l. :20. ;,HALL HAVE 5011.. 5AMPLE9 TAKEN AT 5EVEN DIFFERENT LXATION9 THROU6HQUT THE 51TE. THE5e SAMPLES 5HALL !31!: Tl;:STED BY ;,OIL AND PLANT LA6 (114):2!>2-e,;;; FOR 0011.. FERTILITY, AoRICUI.. TURAL 51JJTA!3ILITY TE;,T AND :;,OIL PRE.PARATION REC9MMENDATION9. TWO 5AMPLE9 ;,HALL !3E TAKEN AT l;ACH LXATION, (I) 6!<-0UND LEVEL -r:o IO" DEEP, (2) 24' TO ;le," DEEP. EACH :;,AMPLE 5HALL CONTAIN APPROXIMATELY I OUART OF 0011.. AND BE LAE>ELED PER LOCATION AND DEPTH. CONTRACTOR ;,HALL IN5TALL 5011.. PREPARATION AND 6ACKFILL MIX TO CONFORM TO THE9E RECOMMENDATION!:) ONLY UPON RECEIPT OF HRITTEN CHANeE ORDER FROM OWNER. SIJ6MIT 0011.. REPORT TO OWNER PRIOR TO PLANTING-. PROVIDE HRITTEN RECOMMENDATION TO THI; FIR.I; CHIEF OR HIS DE51<S,NEE: FROM A QUALIFIED ;,OILS LA!3. RECOMMENDATION TO INDICATE EACH TYPE OF PLANT, IE ... TURF, TREES., 5HRU!39, eROUNDCOVER. ' $ROUND COVERS AND 9HRIJB9 9HALL !3E TRIANet.lLARL Y 5PACED, UNLE59 OTHERHl5E INDICATED. • . I ALL 5011.. FOR LAND¾Af'!:; PLANTING, AREAS OR BERMS :;,HALL 6e O6TAINED FROM ON· 51TE EXCAVATIONS. 5HOIJLD IMPORT ;,QIL !3E NECE9:;,ARY, INDICATE 5OURCE LOCATION. ~ll~l~Ht~LR:~:~~;ii:~ ;c~i::ti~~ Ti~~ ~~~~1:~,.:;~rtT:EH~~~l~~D AND APPROVED PRIOR TO 0011.. IMPLEly!ENTATION. ALL LAND5CAPED AREAS (EXCLUDINe TURF) ;,HALL 6E MULCHED HITH A 3" DEEP LAYER OF 'MEDIUM eRIND MIJLCH' AT THE CONCLU;,IQN OF PLANTINe OPERATIONS. LAND¾APED AREAS HITH 6ROUNDCOVER 5HALL HAVE A I' DEEP LAYER OF MULCH PER TH!! CITY OF CARL56AD STANDARDS. ' 5UBMIT 5AMPLE TO FIRE CHIEF OR HIS DE516NEE FOR APPROVAL. i 21. AT ED6E9 OF PLANTINe AREAS, n-tE CENTER LINE OF THE LA;,T ROW OF 5~RU65 AND/O_R $ROUND COVER 5HALL 6e LOCATED NO FARTHER FROM OR CLO5ER TO T'HE ED<S,E THAN ONl;-HALF THE 5PECIFIED ON-CENTER 5PA<:;INt;;. :22. REMOVE ALL NURSERY ;,TAKES AND E;,PALIER RACK.9 IMMEDIATELY AFTE_R IN;,TALLATION, UPON PROVIDINe 91JPPORT PER DETAIL. :2,. 5011.. 9HALL COME Y'IJTHIN I" OF THE TOP OF ALL HARD¾APE9. 24. CITY IN9PEC.TION9 AS FOLL.OHS, -PRE C,ON;,TRU<:;TIQN , -PRE55URE TE;,T (MAINLINE WITH A;,-BUIL TS PROVIDED) -TREE9, 5HRIJ!3;) t 6ROUNDCOVER -IRRl6ATION COVERAee TE;,T -FINAL IN5PEC TION .. '· -------i -,.,.......,.. -- 3 -- LEGEND: DRAWING NUMBER SAFCO PRODUCTS • NEW HJPE, MINNESOTA R~PER a'1' PART NUM~ 6553 ___ _ ---rpamOll~O-•l'llllllOllllfliUllli---..- 4" -6" MAX. ,1, TWICE ROOTBALL DIAMETER 1. TREE -CENTER IN PIT. --- PREVAIUNG WIND 2. TREE STAKES PER SPECIFICATIONS (2 PER TREE), KEEP CLEAR OF ROOTBALL. REMOVE TOP OF STAKE TO 4" BELOW LOWEST BRANCH. SET STAKES PARALLEL TO PREVAILING WINDS. 3. 4' WATER BASIN 4. FINISH GRADE 5. AMMENDED BACKFILL -REFER TO SPECIFICATIONS 6. PLANT TABLET -REFER TO SPECIFICATIONS FOR QUANTITY AND PLACEMENT 7. TREE TIES -REFER TO SPECIFICATIONS 8. SET TOP OF ROOTBALL 2" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 9. SCARIFY SIDES AND BOTTOM OF PLANTING PIT 10, NATIVE UNDISTURBED SOIL 11. CROWN BOTTOM OF ffiEE PIT TREE STAKING .-,-1 • -, I : ; .. -------· 1--1:---.. --------------------------I~--------~~--------------•----.. ' ---_I 2 DRAWING NUMBER 5.A.FCO PR □□l.JCTS • NEW H□PE, Mlt,l'IIESOTA _ _fil9RDEA BY PART_ NUMBER 6553 DRAWING NUMBER S/1.FCO PRJ□ucra I ~ HOPI!. MINNESOTA REOADl;fl BY PART Ni,.JMBa:1 655:I .........,._ -t'llllllllllWlllllil'IIIITCIIIIllllil.illl----------MlllTl£111tDat .. l'tnlfli#lnllew•-------------- J'ER PLAN~ 1 1 ___ ___,1 .---------{ 2 SECTION EDGE OF PLANTING AREA • • • • • -----'ltl.-1/2 SPACING_ • • • • • • • • • • • PLAN VIEW LEGEND: 1. GROUNDCOVER FROM FLAT, CUTTING, LINER, OR ONE GALLON CONTAINER 2. LAYER OF MULCH, INSTALLED BEFORE PLANTING (DEP1H PER SPECIFICATIONS) 3. PLANTING BED PER SPECIFICATIONS GROUND COVER PLANTING 1 4 LEGEND: TWICE ROOTBALL DIAMETER 1. SHRUB -CENTER IN PIT. 2. 2' DEEP WATERING BASIN 3. FINISH GRADE 4. AMMENDED BACKFILL -REFER TO SPECIFICATIONS 5. PLANTING TABLETS -REFER TO SPECIFICATIONS FOR QUANTll'f AND PLACEMENT 6. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 7. NATIVE UNDISTURBED SOIL. 8. SET TOP OF ROOTBALL 2' ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. SHRUB PLANTING LEGEND <!" ... 9 , ~·. <l 6' •• 4 0 . ~ .. . • • ... . .. L CONCRE:TE: MOWSTRIP WITI-1 Ll<3HT BROOM ANISH ON ALL E:XPOSEO SLRFACE:S ' . 2. =3 RE:BAR, CENTE:RE:D, CONTN..!01..S 3. V2' TOOLE:O RAOIJS 4. Fl'JISH GRADE: . . ··-'-•-···. • Architect$ _. J/.fJ/91O CUCAMONG,1-FOLSOM -EMERYVILLE ·. , '◊UTHERN CALIFORNIA :.: ~/ ~}g-.; Virginia Dare Tower .· ; 'IT!f 10470 Foothill Boulevard ,· :\ /;I/·. Rancho Cucamonga ·••· JF; California 91730-3754 "'''•"" ,:-;:fj L' , r·,.v, ·;·, ,.:,::• tel: 909-987-0909 rP.;~ f H,;! •· Fox: 909-980-9980 ~n ''.-.-, ·, ,_-~,,, ',.,', "O +-I ~ as 0::: ~ <l) u.. <l:: cu a. J9U <l) C ft 0 cu "O ~ (/) cu 0~ ·-u.. ..c 1:: "O (.) cu cu cu .0 ~ Cl). "-~ J 0 N ,-... RJM DESIGJI GROU~ -~!L~~~-;:._~ ,i'(l)ilj".'---.i'i"'.'iw; TI ltll'.11;11 DESCRIPTION REVISIONS R,\r~~ 06/19/2007 SCALE: 5. COMPACTE:D SUBGRADE: PE:R SOI.. ENGl~R'S REPORT NOTE:S, A. INSTALL CONTROL J~INT AT 6'-0' O.C. MAX. SPACNG a INSTALL E><PANSION -K:llNT AT 20·-o· o.c. MAX. SPACm • ' C. PROVIDE: 4~ MITE:REO CONTROL JOM AT 90 CORNE:RS. : I rNi!rtcT□R ,: '·•·.. t' ~,; :, :~~:NATION: .• _JiITT.1_,- 1 -~··' -~-•'+'' DATE L-3.2 ISHITTl CIT .. 1: CARU;lBAD :=LJL.l==::5==~====:EN::G;',;:INE(Ril'IG DEPARTMENT C~LSBAO FIR!; STATI91(: .; :,1 _ ' PLAii~~G DETAILS CONCRETE MOW CURB ,,, -,,~ ., _: >1 {:}r:· . ' ,, .. ,:,,,. " -;; , •. r DRA\\1NO NO. 440-6 --