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DWG 411-6; 3821; LAKE CALAVERA REMEDIAL IMPROVEMENTS; 01-38
I I I "' w (/) ::, " / ,,_ ' ' ,,,, ' t 1 N ~ , , ... CAMP PENDLETON (USM.C.) ~ CARDIFF ....... SOLANA BEACH (") DEL MAR 0 n t<:I ► 'Z 10 Mn.ES Cc V L 1239& WORLD TRADE DRIVE, SUITE 312 SAN DIEGO, CALIFORN!A 92128 E N G I N E E RS (858)618-1704 Fax!S58)618-S463 805 RIVERSIDE PROJECT LOCATION 57 EL CAJON ' er, C O U N T Y SANTA YSABEL ~ rDJ QJl lfiff Y 1-8 9 U t,1 I T E ~[XICO AN YSIDRO VICINITY MAP 1- CONSTRUCTION PLANS FOR LAKE CALA VERA REMEDIAL IMPROVEMENTS CONTRACT NO. 3821 CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CALIFORNIA BOARD OF DIRECTORS CLAUDE A. "BUD" LEWIS -PRESIDENT MA TT HALL -VICE PRESIDENT ANN J. KULCHIN -DIRECTOR MARK PACKARD -DIRECTOR NORINE SIGAFOOSE -DIRECTOR RAYMOND R. PATCHETT EXECUTIVE MANA GER GLENN PR/UM PUBLIC WORKS DIRECTOR CONRAD "SKIP" HAMMANN DEPUTY PUBLIC WORKS {)/RECTOR, ENGINE/iRING NOVEMBER 2006 /1\ ':48-8(//LT" DAT£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION 1 N ~ ...... ,. ---+--<.73)---- PLAlA OR NO SCALE: PROJECT SITE LOCATION MAP OISCIPLINE OWG NO G1 "AS BUil T" --&~ 1"-~.-lln-Y] -(JtJ-/4-1, P,E,2917,f EXP,3--:~L-t::Z DATE REVIEWED BY: leJJ 1.... .. , I ~fU!./ B~IJ-Jt, INSPECTOR "4 DATE 22::t-4• 1,.1= I SH1ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LAKE CAI.AVERA REMEDIAL IMPROVEMENTS TITLE SHEET VICINITY AND LOCATION MAPS ' APPROVED ,L~ E. PLUMMER /4W•7 . ¼,_,,,__ 12-11· tJG DEPUTY CITY ENGINE-n; 28175 EXPIRES, J/31/08 DATE OWN BY: DG/Nl/R~ I PROJECT NO. I DRAWING NO, DATE INlllAL DATE INl]iAL OTHER APPROVAL a TY AJ?PR?VAL CHKD BY: JJ/MS/TV 3821 , 411-6 RVWO BY: •~ ' '' u. 0 ~ (.) ARCHITECTURAL/ STRUCTURAL ~ 111111111 CONCRETE REINFORCEMENT IN SECTION PRECAST CONCRETE MORTAR, GROUT OR PLASTER CONC MASONRY WALL SECTION, BRICK OR CAST_ IRON GRATING SPAN CHECKER PLATE STEEL OR STAINLESS STEEL ALUMINUM ~ l><I 11111,t:1 fl[j fl fl [jf j fl I 00 ~ [((((@ NEOPRENE, RUBBER OR PLASTIC OPENING OR DEPRESSION IN SLAB OR WALL OPENING WITH GRATING COVER OPENING WITH CHECKER PLATE COVER JOINT FILLER WATER STOP HANDRAIL SLIDE GA TE OPENING AND DESIGNATION WOOD MECHANICAL PIPE AND FITTINGS SINGLE LINE -1f- ---;8,-- [ I I --111:1--- DOUBLE LINE &-·-· ill--· 9-FLANGED JOINT )r §: 't-PLAIN OR GROOVED END ------< >--~ MECHANICAL COUPLING £]]>--~ PUSH ON, MECHANICAL &-·-1·-·<J-OR BALL AND SOCKET JOINT &---F--9-WELDED JOINT ~ SLEEVE TYPE ~ MECHANICAL COUPLING RESTRAINED SLEEVE TYPE MECHANICAL COUPLING ~-FLANGED COUPLING ~ ADAPTER -~ RESTRAINED FLANGED ~ COUPLING ADAPTER &---ffi-·-·-· <j-GROOVED END ADAPTER FLANGE ~UNION SINGLE LINE DOUBLE LINE ~ ELASTOMER AND FABRIC =up· EXPANSION JOINT ~-EXPANSION JOINT ~ (SEE SPECS FOR TYPE) -y\/\/V'-~ FLEXIBLE METAL HOSE 01 ~ELBOW UP G I $ ID -9-ELBOW DOWN -m__ -_ -t-0+-Gl[~~]IB TEE UP -~ - I 8 I ~TEE DOWN -t-©-f--~ LATERAL UP I 81 ~ LATERAL DOWN ~ CONCENTRIC REDUCER ~ ECCENTRIC REDUCER ~ "' MISCELLANEOUS DEVICES 8 t l "' :':i f ~i!! ~ 8* 1 "1 J. .,_L..J-,-IQ I " -~ ~ 2c< 11: @ 1 ~b O co 0~ C: i * . ~ ~J 3~ " "' 1§ vc< UTILITY STATION (LETTER DESIGNATES TYPE AS SHOWN IN DWG M1) HOSE RACK FLOOR DRAIN CLEANOUT ELECTROMAGNETIC FLOW METER I~~ J ?.l i ,,_ CGv L 12396 WORLD TRAD! ORIV!. SUiT! 312 rn PROPELLER OR TURBINE METER Q ULTRASONIC FLOW METER (IN LINE) LEVEL (ULRTASONIC) LEVEL (FLOAT) LEVEL (BUBBLER TUBE) MASS FLOW METER ABBREVIATIONS AB ANCHOR BOLT AC ASPHAL TIC CONCRETE ALT ALTERNATIVE ALUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE ARCH ARCHITECTURAL AS AJUSTABLE SPEED AWWA AMERICAN WATER WORKS ASSOCIATION BC BEGINING OF CURVE BF BLIND FLANGE BLDG q_ CLR BUILDING CENTERLINE CLEAR CF CHLORINE FEED CFM CUBIC FEET PER MINUTE CMU CONCRETE MASONRY UNIT CMWD CARLSBAD MUNICIPAL WATER DISTRICT CONT CONTINUOUS CONC CONCRETE CS CONSTANT SPEED CU CUBIC OAF DIFFUSED AIR FLOTATION TANK DET DETAIL DIA DIAMETER DIP DUCTILE IRON PIPE DIST DISTRICT DWG DRAWING E EAST EA EACH EC ELECTRICAL CONDUIT, END OF CURVE EF EACH FACE, EXHAUST FAN EFF EFFLUENT EL, ELEV ELEVATION ELECT EQUIP EQUIV EQ EW EWEF EXIST EXP FAB FF FL FLG FRP FS FT GALV GRTG GEN'L HO HDPE HORIZ HP HR ID IE IN INV ELECTRICAL EQUIPMENT EQUIVALENT EQUAL EACH WAY EACH WAY EACH FACE EXISTING EXPOSED OR EXPANSION FABRICATED FINISHED FLOOR FLOWLINE FLANGED FIBERGLASS REINFORCED PLASTIC FAR SIDE FOOT OR FEET GALVANIZED GRATING GENERAL HYDRAULIC OIL HIGH DENSITY POLYETHYLENE HORIZONTAL HORSEPOWER HANDRAIL INSIDE DIAMETER INVERT ELEVATION INCH OR INCHES INVERT JT JOINT SECTION AND DETAIL DESIGNATIONS (1) SECTION CUT ON DWG S302 t ~~--SECTION NUMBER "----DRAWING WHERE SECTION APPEARS (2) ON DWG S300 THIS SECTION IS IDENTIFIED AS: SECTION 1/2"=1'-0" SCALE_/ ~--SECTION NUMBER r ,/ 1 -.s302., -"----DRAWING FROM WHICH SECTION WAS TAKEN (3) DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY LETTER RATHER THAN NUMBER KO LEL M MAX MILS MFR MG MECH Mg/L MGD MIN MH MO MWL N NC NG NO oc OD OF OPNG p ~ PA PE PSF PW Q RAD RC RED REINF REQ'D SBA KNOCK OUT LOW EXPLOSION LIMIT MOTOR MAXIMUM MILi METERS MANUFACTURER MILLION GALLON MECHANICAL MILIGRAMS PER LITER MILLION GALLONS PER DAY MINIMUM MANHOLE MINIMUM OPENING MEAN WATER LEVEL NORTH NORMALLY CLOSED NATURAL GAS NUMBER, NORMALLY OPEN ON CENTER OUTSIDE DIAMETER OVERFLOW OPENING PRESSURE PROPERTY LINE OR PLATE PNEUMATIC AIR PLAIN END POUNDS PER SQUARE FOOT PUDDLE WELD FLOW RADIUS REINFORCED CONCRETE REDUCER REINFORCE REQUIRED SCREEN BACKWASH AIR S SLOPE, SOU TH OR SEWER SCH SCHEDULE S.D.G.&E. SAN DIEGO GAS AND ELECTRIC SE SECONDARY EFFLUENT SECT SECTION SF SUPPLY FAN SPECS SPECIFICATIONS SS STAINLESS STEEL SSPWC STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIONS STA STATION STD STANDARD TE TERTIARY EFFLUENT TO THICKENER OVERFLOW TOW TOP OF WALL TOG TOP OF GRATING TYP TYPICAL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE VAR VARIABLE VCD VERTICAL CLOSED DAMPER W WEST OR WATER WSTP WA TERSTOP WAS WASTE ACTIVATED SLUDGE W/ WITH WWF WELDED WIRE FABRIC YD YARD PIPING DESIGNATIONS NEW PIPING r--PIPING SYSTEM SYMBOL c~-4~•rs"'"A;--.,) PIPE SIZE __1 EXISTING PIPING SEE NOTE 2 FUTURE PIPING •· . INDEX OF DRAWINGS SHEET NO DRAWING NO DRAWINGS TITLE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 G1 G2 G3 D1 D2 C1 C2 CJ C4 C5 C6 C7 ca Pl P2 Al A2 A3 S1 S2 S3 S4 S5 S6 S7 Ml M2 M3 M4 M5 M6 M7 M8 E1 E2 E3 E4 E5 TITLE SHEET, VICINITY AND LOCATION MAPS INDEX OF DRAWINGS, SYMBOLS ANO ABBREVIATIONS GENERAL NOTES DEMOLITION PLAN AND NOTES OUTLET TOWER / DEMOLITION SECTION GENERAL SITE PLAN SPILLWAY MODIFICATIONS AND OPERATIONS BUILDING SITE PLAN DAM CREST ROAD SITE PLAN SECTIONS AND DETAILS CONCRETE SPILLWAY SECTIONS MARINE CONSTRUCTION SITE PLAN COFFERDAM -PLAN & SECTION COFFERDAM SECTIONS PROCESS SCHEMATICS SYMBOLS AND NOTES OUTLET VALVE SYSTEM PROCESS FLOW DIAGRAM OPERATIONS BUILDING PLANS OPERATIONS BUILDING ELEVATIONS ARCHITECTURAL STANDARD DETAILS TYPICAL STRUCTURAL NOTES - 1 TYPICAL STRUCTURAL NOTES - 2 TYPICAL STRUCTURAL DETAILS - 1 TYPICAL STRUCTURAL DETAILS - 2 CONTROL BUILDING STRUCTURAL PLANS CONTROL BUILDING STRUCTURAL SECTION STRUCTURAL DETAILS OUTLET PIPE MODIFICATIONS NEW OUTLET PIPE SECTION NEW OUTLET PIPE SECTIONS CONTROL BUILDING PLAN OUTLET WORKS MECHANICAL DETAILS PULL BOX PIPE AND HOSE ARRANGEMENT PIPE SUPPORT AND GRATING DETAILS PIPE SUPPORT DETAILS LEGENDS AND SYMBOLS SITE ELECTRICAL PLAN SINGLE LINE DIAGRAM, LOAD CALCS, SCHEDULES POWER PLAN, LIGHTING PLAN, CONDUIT SCHEDULE ANO DETAILS CONTROL SCHEMA TICS, RTU 1/0 DIAGRAM "AS 8 U IL T" ~4,;:, & ~1?1---t:?9-1+-AJ P.E. '29/lr, EXP ,"}-l/-/Z DATE REVIEWED BY: WJkbt INSPECTOR ~11·10 DATE l----t---+----------+---+---l--+----11 SH2EET I CITY OF CARLSBAD [siillTs] ENGINEERING DEPARTMENT ~ :::=:=:::::c..'.::::::===:::==:::::::::::::::::::::::::===:==:=::'..':===! 1------1r---+-----------------+---+---+---+-----t IMPROVEMENT PLANS FOR: t------ii----t-/1\-,.-,11.-.-: A.$,.-;;I.J,;-{/,"1/L.ccTc;,'"' ------------ii----;----t---i----1 DATE INITIAL DA 1£ INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER />FPROVAL CITY />FPROVAL LAKE CALAVERA REMEDIAL IMPROVEMENTS INDEX OF DRAWINGS, SYMBOLS ANO ABBREVIATIONS APPRO?: WILLIAtil--£,.,PLUMMER fill'~ ,r ~no>'.V'--::: 1.2,-//•'26 DEPUTY CITY ENGINEEiP£z8175 EXPIRES 3/31 /08 DA rt OWN BY: ~ , PROJECT NO, I DRAWING NO. CHKO BY: JJo,S/TV 3821 411-6 RVWD BY: AB •·· !.)0" l,!0~ .,.,.!!!!J'!!!l'!!!I!!!'..,, SAN OIEGO, CALWORNIA 92118 ~ 3 ~ -, ENG I N E E RS J85Bl611-170• fax(858J611-54U •wWG12\CLS8-IP. -----1!1J!2i,fl!!l/12/'!J!9ljl♦-----------------------------------------------------------------------------------------------------------------------------------.. ( . 1 .o4·2ooi J .. N 0 ~ " o> "O j 0 ,,; 8 I ... 0"' ... _.J N CD "' >-i/ I ~x :::fa l <"' ... ~-I~ <:'iON S!t: N §E .. ~_Q~ ~~w :: ti) a:::: 80 X i; ij i ~ GENERAL NOTES 1. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION. 2. NOTIFY UNDERGROUND SERV1CE ALERT (USA) AT 1-800-422-4133, 48 HOURS PRIOR TO THE INITIAL START OF WORK. 3. EXISTING UTILITIES INDICATED ON THE DRAWINGS ARE SHOWN DIAGRAM MA TI CALLY AND ARE BASED ON FIELD RESEARCH, AS-BUILT DRAWINGS AND THE ORIGINAL CONSTRUCTION DRAWINGS. SOME WORK PREVIOUSLY PERFORMED WAS NOT DOCUMENTED NOR WERE ACCURATE AS-BUILT DRAWINGS DEVELOPED FOR ALL AREAS. THEREFORE THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO ANY DEMOLITION WORK OR INSTALLATION OF NEW WORK. ANY CONFLICTS INCURRED DUE TO INCORRECT INFORMATION OF EXISTING UTILITIES SHOWN ON THE DRAWINGS SHALL BE RESOLVED BY THE CONTRACTOR. 4. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS NECESSARY BECAUSE OF LOCATION OF EXISTING FACILITIES. 5. INTERRUPTION OF EXISTING MECHANICAL AND ELECTRICAL SERVICES SHALL BE COORDINATED WITH CMWD. 6. ALL UTILITIES AND PIPELINES NOT SHOWN TO BE REMOVED, SHALL BE PROTECTED IN-PLACE. 7. ALL STATIONS SHOWN ARE CENTER LINE OF STREET UNLESS OTHERWISE NOTED. STATIONS GIVEN ON PIPELINES ARE TO THE CENTER LINE OF PIPE. 8. ALL DISTANCES SHOWN ARE HORIZONTAL DISTANCES 9. ALL EARTHWORK AND GRADING TO BE ACCOMPLISHED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THE SOILS REPORT ENTITLED "GEOTECHNICAL AND LIMITED ENVIRONMENTAL EVALUATION, ENCINA BASIN PHASE II RECYCLED WATER DISTRIBUTION SYSTEM, STANLEY A. MAHR RESERVOIR, CARLSBAD, CALIFORNIA", PREPARED BY NINYO AND MOORE, DATED OCTOBER 24, 2003. 10. ELEVATION OF IMPROVEMENTS SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. 11. SLOPE FINISH GRADES TO DRAIN SURFACE WATER AWAY FROM BUILDINGS, WALKS, PAV1NGS, AND OTHER STRUCllJRES. GENERALLY, GRADE 111TH UNIFORM SLOPE BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. 12. THE CONTRACTOR IS TO COORDINATE THE RESERVOIR SHUT-DOWNS WITH CMWD. ALL REQUESTS SHALL BE IN WRITING ONE (1) WEEK PRIOR TO THE START OF CONSTRUCTION. 13. ALL STAINLESS STEEL PIPES SHALL HAVE WELDED JOINTS PER SPECIFICATION SECTION 15067. 14. ALL MECHANICAL AND STRUCllJRAL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH SPECIFICATION SECTION 02050. 15. THE CONTRACTOR SHALL REMOVE FENCES AS REQUIRED AND REPLACE FENCES TO THEIR ORIGINAL CONDITION. 16. THE CONTRACTOR SHALL REPAIR ANY EXISTING UTILITIES (WATER, SEWER, TELEPHONE, ETC.) THAT ARE DAMAGED DURING THE COURSE OF CONSTRUCTION WITHIN 24 HOURS. 17. NEITHER THE OWNER NOR THE ENGINEER OF WORK \\1LL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 18. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK THREE DAYS IN ADVANCE PRIOR TO ROCK REMOVAL OPERATIONS. 19. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK PRIOR TO CONSTRUCTION IF ANY DISCREPANCIES OCCUR BETWEEN THESE PLANS AND FIELD CONDITIONS. 20. CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN, SANITARY CONDITION AT ALL TIMES AND TO THE SA TI SF ACTION OF THE AGENCY HAVING JURISDICTION OVER THE AREA. STREETS SHALL BE KEPT CLEAN OF DEBRIS, 111TH DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS AFFECTED BY THE CONSTRUCTION. 21. ALL CONTRACTORS SHALL REFERENCE ALL SHEETS OF THIS PLAN FOR ALL WORK OR ANY PORTION THEREOF. 22. CONTRACTOR SHALL GIVE THE DISTRICT SEVENTY-TWO (72) HOURS NOTICE PRIOR TO BACKFILLING. 23. CONTRACTOR SHALL NOTIFY OWNER 48 HOURS PRIOR TO DISCONNECTION OR INTERRUPTION OF SERV1CES. 24. REPAIR ALL TRENCH EXCAVATIONS IN PAVED AREAS TO ORIGINAL BASE AND SUBBASE THICKNESSES. 25. CONTRACTOR TO KEEP A COPY OF OSOD'S AUTtlORIZATION LETTER FOR APPROVED MODIFICATIONS ONSITE AT ALL TIMES. 26. CONTRACTOR SHALL LIMIT ALL CONSTRUCTION ACTIVITIES WITHIN THE PROJECT SITE INCLUDING ANY STAGING AREAS. 27. DSOD SHALL INSPECT FOUNDATIONS PRIOR TO ANY PLACEMENT. ! 0 I-') ~-"' •--------------.. ~8~ '" !~ j_, "' , I o • 0 j~N ~o '~"' lN > V/Q lo: z ~ .. CCv·L 12396\ril0RL0TRADEDRIVE.SUIT£31Z ~0 ~ SAN DIEGO. CALIFORNIA 92128 BENCHMARK & BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALCULATED BEARING BETWEEN POINT NUMBERS 427 AND 423 SHOWN ON RECORD OF SURVEY MAP NO. 17488; I.E. N 50°24'15" W. PT. 427 IS A MAGNETIZED NAIL WITH A 2 INCH ALUMINUM WASHER STAMPED "JOHNSON-FRANK GPS STA PLS 7172", AT THE SOUTHERLY CORNER EDGE OF THE CONCRETE CROSS-GUTTER AT THE SOUTHEAST CORNER OF THE INTERSECTION FOR SOUTHAMPTON ROAD ANO SALISBURY DRIVE IN THE CITY OF CARLSBAD, SAN DIEGO COUNTY. N = 2003027.17 E = 6237376.5:5 ELEV. = 183.70 (DATUM OF 1988) PT. 423 IS A MAGNETIZED NAIL WITH A 2 INCH ALUMINUM WASHER STAMPED "JOHNSON-FRANK GPS STA PLS 7172", AT THE SOUTHEAST CORNER OF A 5.3 FEET BY 4.3 FEET CONCRETE PAD WITtl A SEWER MANHOLE. THE POINT IS IN A SHOPPING CENTER PARKING LOT, APPROXIMATELY 320 FEET NORTHERLY OF THE INTERSECTION OF MARRON ROAD AND MONROE STREET IN THE CITY OF CARLSBAD, APPROXIMATELY 63 FEET EASTERLY OF THE MAIN DRIVE; 11 FEET EASTERLY OF THE PARKING LOT CURB, ANO 3 FEET SOUTHERLY OF A LIGHT POLE. N = 2009899.09 E = 6229068.62 · ELEV. = 23.91 (DATUM OF 1988) I DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE ' BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CARLSBAD MUNICIPAL WATER DISTRICT IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: CGvL ENGINEERS --------------------------- ADDRESS: ---~1~2=3~9 6~W~O~R=L=D~TR~A~D~E~D~R~I V~E=, S~U~I T~E~3~1 _2 CITY, ST.: SAN DIEGO, CA 92128. -----~-~~~~~-~~~~-------- BY: (ADEL BASSYOU~) R.C.E. NO.: "i1 'i'in EXPIRATION DA TE:_0_6~/_3_0~/_20_0_8 ________ _ DISCIPLINE DWG NO G3 "AS BUil T" ,u7,ja;./2 ~~ t?,9-14-L.,L_ P.E. '2eJI 7r, EXP .1-3/• /2. DATE INSPECTOR l-------------------+---+---+---+----I I SH3EET I CITY OF CARLSBAD fsRill'sl ENGINEERING DEPARTMENT ~ ~===='-'=============:::::::::::::===========:..'::::::~ IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS GENERAL NOTES APPROVED WILLI~, PLUMMER t----+--+----------------+----t--+----+----i ~~; ~ ~~-.. .,....~ 1.2•/l•IJI, t----ti------t-c,.-,r.::;-;..T;,,.a,;,----------,;---t----t---,;----; DEPUTY CITY ENGINEER PE 28176 EXPIRES J/31/08 DATE /'l\",'S~.t:JVII.T" DA TE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL C,TY APPROVAL OWN BY: DG/NL/R" I CHKD BY: JJ/MS/TY RVWO BY: AB . PROJECT NO. 3821 I DRAWING NO. 411-6 £3 <( E N GI N E E RS (8581618-1'104 Fax!858)618-546l 00~~~~~~----"""""'~------------------------------------------~----------------------------------------------------------------------------------C: \UWG12\CLS8-IP.DWG 12/12/94 042007 \ \ \ ( I / .. ,/ SCALE: 1 "= 20' -0" /i .,1 Cc V L 12396 WORLD TRADE DRIVE, SUITE 312 SAN DIEGO, CALIFORNIA 92128 ENG IN E E II S (858)618-1704 FaxlB58)618-St.6l C: DWG12 CLSB-IP.OWG 12 12 94 DEMOLITION NOTES iii i i II 'I I I i !, I 1 Ii I 1 f' I ! i I ; ' I r f- (/) w n:: 0 ::::. <( 0 c.., z f- (/) X 1 I ' I : ' I/ I! I: 1, REMOVE APPROXIMATELY 7,500 SQ FT OF EXISTING GUNITE SPILLWAY APRON AND CHANNEL WALL AS SHOWN. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO STARTING DEMOLITION WORK. 2. CUT AND REMOVE EXISTING ACCESS ROAD CONCRETE CURB(APPROX. 40') AS SHOWN. 3. REFER TO SECTION 02200, EARTH WORK FOR ADDITIONAL REQUIREMENTS FOR SOIL EXCAVATION, BACKFILL AND COMPACTION. 4. EXISTING SPILLWAY CHANNEL FLOOR AND WALL TO BE CLEANED, GRUBBED, STRIPPED AND REMOVED FROM SITE. REFER TO SECTION 02110 FOR ADDITIONAL REQUIREMENTS. 5. CONTRACTOR SHALL EXCAVATE AND EXTEND EXISTING SPILLWAY CHANNEL NORTHWARD TO ACCOMMODATE NEW SPILLWAY APRON AND DAM CREST APPROACH. REFER TO DWG C-2 FOR ADDITIONAL INFORMATION. 6. ALL LOOSE/SOFT MATERIAL SHALL BE REMOVED PRIOR TO PLACEMENT OF REINFORCED CONCRETE AND SHOTC~ETE i / I I I ! i I : / /~ I I / / / / I I I -,,>'f'.,._;J,!.,-,-~~-~~.,:; • . . - : 1' / , I / 0 ~ I \ ) I / DATE INITIAL ENGINEER or WORK \ \ \ I \ \ \ /l\ ",?S 81./ltTH REVISION \ / I DESCRIPTION • ! \ . I I \ ! ,) DATE ( ' INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL ( i ! \ \ DISCIPLINE DWG NO 01 "AS BUil T" .,#~' r, ~bttZ..---. 09-t,l../t.J P.E. '7.f/t.2' EXP . .'3'-lt-l;g, DATE REVIEWED BY: Wt1L-t.... laM/ &_-t'l • lO INSPECTOR DATE I SH~T I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS DEMOLITION PLAN AND NOTES APPROVED. ~~LUMMER /.2. -le ll {,_ 0' '""""" . -...... , DEPUTY CITY ENGINEER PE 28178 EXPIRES 3/31/08 DATE DWN BY: DG/NL/R• I PROJECT NO. I DRAWING NO. CHKD BY: JJ/MS/TV 3821 411-6 RVWD BY: AB : ' , 042007 ' . () z 0 <: 0:: () X I ... 'of N N ···--······r-··- i 1 220' 21 o· ____ _ i ,,._ ~ \ ,,-t._]•:/1.)( ./f I ,,,.,.,\ 1.<:.1JJ , ...... __ , --1 \-✓ ,.,,-: ··1 \" -,,.-~<\✓_ \ ,.._,.,, . . -··--------~--f------· ---. ------ I I - I I L -+ -.. : I 200' ------I ------!----- ' i __ --:1.,._ .. , .. ·--•-... __ ., -------·---·•·' --., __ ,_._, .. ; ....... . 180' ____ _ -· ---------·---------------------J.-----,-------------------------------- TO OUTLET BOX 170' Cc V L 12396 WORLD TRADE DR/VE, sum 31Z SAN DIEGO, CALIFORNIA 92128 E N G I N E E RS (858)618-1704 Fax(8S9)618-Sl.6l 12 12 94 1 «····-------··' --·r··1 ------I I I I ---j .,. - NOTES 1. SAW CUT, REMOVE ANO PROPERLY DISPOSE OFF THE EXISTING CONCRETE WALKWAY PIER. CONTRACTOR TO REPLACE ROCK BLANKET IN KINO. 2. SPECIAL CONSIDERATIONS IN REMOVING EXISTING 26-FEET OF 28"0 STEEL OUTLET PIPE INCLUDE: A) CONTRACTOR SHALL REMOVE EXISTING OUTLET PIPE THROUGH THE EXISTING OUTLET TOWER WITHOUT DISTURBING 30" CONCRETE PIPE ENCASEMENT OR COMPACTED DAM FILL SOIL B) CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK FROM INSIDE THE EXISTING OUTLET TOWER AND EXISTING OUTLET PIPE. C) PIPE SHALL BE SAW CUT LONGITUDINALLY INTO STRIPS, PULLED INTO THE OUTLET TOWER AND CUT INTO SECTION LENGTHS TO BE REMOVED THROUGH TOWER ACCESS MANWAY. D) PIPE SECTIONS SHALL BE REMOVED FROM OUTLET TOWER AND PROPERLY DISPOSED OF OFF SITE. I i L ' I --... -··-----------------·-·---·-+-"' .. ·-····· -, ... ...... ______ .,. .. _,. _______ .. ~ I EXISTING 30"0, RCP OUTLET PIPE .l __ i_ SECTION SCALE: 3/16" = 1' 1 D1 I ' I L / i -,---- ' I ' ! i -1.. .. ..J ' ' -__ L EXISTING 28"0, 10i GAGE STEEL 1 ···· OUTLET PIPE' IN 1(}--t/2" THK REINFORCE~ CONCRETE ENCAS!i:MENT, SEE NOTE 2 -·· .. ---··-~--·-•----~·-•· -,j 7'-0" -'------- ~ ,,,.K _.:, f' I C fil f?, c,s f J.ao . : l-, ~ i~~f. ~D, 20o,f: ~ . ,. ). . ,. ' . '";~--;'.,:~-;. cJ_, "]'/ -:' '\ '• ~' .,. ' -,,. ;-. . ':'--•,,, ,· • ' /1\ "AS 81//L 7 fl DATE INITIAL TOP OF TOWER EL 223.00 '\I SPILLWAY SILL EL 216.5 '\I MAXIMUM OPERATING POOL WS EL 214.0 • 0 I ~ / '\I MINIMUM OPERATING POOL WS EL 189.00 / DATE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION 011-lER APPROVAL CJTY APPROVAL 042001 DISCIPLINE DWG NO D2 "AS BUil T" -~4~-1.,-09-t4-t.(2 P.E. 2 BLZ~ EXP. 3 •."S_{_·l2... DATE REVIEWED BY: Lu JJ A f ,._ L,~~ a-(~-lO INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS OUTLET TOWER/DEMOLITION SECTION APPROVED _ WILjltM~UMMER dU..L:{.~ M ,.,..,__._, IZ-//·ll6 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/08 DATe OWN BY: DG~l£'.Rtil I PROJECT NO. I DRAWING NO. CHKO BY: JJ/MS/TV_ RVWD BY: A~ 3821 411-6 N I w c_ >-I C: 0 "" ·s; <ll fr'. I w (/J <( llll st r-- 0 r-- C: 0 ·ro ·s; <ll o:cl w (/J <( m I st r--0 r--· w <( I (/)• 0 <( 0 fr'. I X I st 0 st N N "' _J m >- I X I st 0 st N N "' 0 I 0 w 0 z w fr'. w c_ w fr'. >-0 :::, r-(/J _J <( 0 g 0 m r-(/J 6 0 ls i:! ::;; _J X I st 0 st N N >-0 :::, >-if) X I st 0 st N N r ;_1 I I ' ' \ : ! " ., 'i CGvL ENGINEERS 12396 WORLD TRADE DRIVE, SUITE 312 SAN DIEGO, CALIFORNIA 92128 (8581618-1704 Fax(858)618-5463 . \ \ \ \\\, "\ EXISTING DIRT PATH \BURIED \ DRY UTILITY CONDUIT \, ' ) " PULL BOX C SEE DETAIL E/M6 36"x36" CONCRETE CONDUIT BANK FOR HYDRAULIC, PNUEMATIC AND CONTROL LINES SEE DETAIL 4/M3 PULL BOX D SEE DETAIL E/M6 <( UJ z ...J ·-------I :~c~i~~!~ --- PLAN PULL BOX DESCRIPTION CORNER-COORDINATE A STRAIGHT EXIT CONTROL ROOM 1. E6,2442,25.5 N.2,007,008.6 B RIGHT TURN 3. E6,244,233.3 N2,007,023.6 C STRAIGHT 5. E6,244,284.1 N2,007,021.1 D STRAIGHT 7. E6,244,392.6 N2,007,017.4 E STRAIGHT 9. E6,244,491.6 N2,007,006.5 F LEFT TURN 11. E6,244,582.2 N2,006,955.3 G RIGHT SIDE EXIT PED01 13. E6,244,622. 7 N2,007,003.1 H RIGHT SIDE EXIT PED03 15. E6,244,622. 7 N2,007,003.1 F1 STRAIGHT 17. E6,244,600.0 N2,006,9.69.0 F2 STRAIGHT 19. E6,244,616.2 N2,006,988.1 CORNER-COORDINATE DETAILS 2. E6,244,229.9 N2,007,006.34 A/M7 4. E6,244,238.1 N 2,007,022.2 D/M6 6. E6,244,289.1 N2,007,020. 7 E/M6 8. E6,244,387.6 N2,007,017.4 E/M6 10. E6,244,496.2 N2,007,004.8 E/M6 12. E6,244,586.0 N2, 006, 952.1 F/M6 14. E6,244,626.2 N2,007,007.2 G/M6 16. E6,244,626.2 N2,007,007.3 H/M6 18. E6,244,603.3 N2,006,972.8 E/M6 20. E6,244,619.5 NZ,006,992.0 E/M6 EXISTING OUTLET TOWER l,AKE CALAVERA EXISTING 30" \TLET PIPE \ RCP \ DIRT ROAD ALONG DAM CREST \ \ ,~Vll~t1'°, BY: ,,J;,,,, .. / ~~~~d' INSPECTOR DATE S-~1-)!CJ DATE r---t---t------------l---+----1----l---ll sH6EE.T I CITY OF CARLSBAD I sH!~Ts I . :==:::::::::..::::=::::::E=NG::l=N:::EE::::R=IN=G::::::::D::E:::PA:::R::::TM::::::::E:::N::::T==::..::=~==: /1\ "116 fJtlll7" DATE INJTIAL ENGINEER OF WORK REVISION DESCRIPTION IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS GENERAL SITE PLAN A.<:&tlP~R~~!!!~~tt.1o~•!!l' _!Lw_1L;_"2~1 _M___,:o/t.;;i~1!1!~~!!!!~!!:"'. R2,"'•-=~---12-11-a, DEPUTY CITY ENGINEER PE 26176 EXPIRES 3/31/06 DATE OWN BY: DG/NL/RM I ,_D_A_TE_~_IN_IT_IA_L-+_D_A_TE_~IN_1_TI_A_L_, CHKD BY: JJ/MS/TV L'R;_V!.!WD'.!!. '-"B'-'Yc:.: ==AB-=.I OTHER APPROVAL CITY APPROVAL PROJECT NO. 3821 I DRAWING NO. _ 411-6 042l 0 0 z a--.: ct:: 0 X I .,. 0 .,. N N -~ " C ::J --.i C C 0 .c u >-I 0.. 0 u co 0 I -0-~1 QJ .,. "'o -o I •• 0 ct:: Q_ Wo (/) 1-::::, ' C SEE SECTION B;'f± __ _ ---- . .---_________ -RB,1J).\/ - ~---~ ,-----------::::. :----;.. I ~.±-\ /~J✓;-:-7·--~-...,,'"s...., '',, - / . / . . . -'>~ '"""ik~r~_wi . +o.o.. CG\/ L 12396 WORLD T~DE DRIVE, .SUITE 312 SAN Dl~GD. CALIFORNIA 921.e E N G I N E E R S (8581618-1104 Fax(858)618-5463 C: \OWG12\CLSB-IP.D 12/12/94 2 .. 3.0.. _ ) ,. -y~_ ~--c~ 'R~NFORCED CONCRETE SECTIOl:,I THROUGH DAM CREST A'?RROACH SEE DETAIL-~4 AND • EXCAVATE AND BACKFILL AS REQUIRED TO TIE-BACK 60-T CELLULAR CONCRETE (TYP) 35' -0" 20'-o" SITE SCALE: 1 "=20' -0" 8" CRUSHED AGGREGATE BASE OPERATIONS BrnLOlNG 8" CRUSHED AGG. BASE CONDUIT BANK ALONG DAM CREST ROAD, SEE DETAIL H/C3 INLET /OUTLET TOWER ACCESS ROAD. - • INSTALL 8" CRUSHED \ AGGREGATE BASE PER 1SECTION 02200 SPEC PULL BOX C TRENCH/BACKFILL SEE DETA\L G/C3 \ LINK SEf DETAI ___ __§_O-T CELLULAR__ _ ___ _ _ _ _ _ __ _ _ _ __ _ _ _ _ _ _ _ __ _ _ _ _ __ _ _ _ ____ _ _______________ _.2QO. CONCRETE W/ 4" AGGREGATE BASE SECTION SCALE: 1"=10'-0" 12" CONC PAVEMENT 8" CRUSHED SEE DETAIL B/C4 AGGREGATE BASE SECTION SCALE: 1 "= 1 o· ...:o· 1 C2 OPERATIONS BUILDING 2 C2 8" CRUSHED AGGREGATE BASE FENCE ' D/C4 . DATE LINE DATA CURVE DATA COORDINATES 0 BEARING L I::,. R L T NORTHING EASTING OJ S 23°32'31" W 166.46' A 31.95" 360' 200.07' 103. 7' 1 2006997.55 6244236.34 (2) S 8'24' 40" E 32.77' B 101.2· 20' 35.33' -@ 2006975.61 6244208.93 Q] S 49"5'28" E 48.66" C 62.1. 38' 41.18' 22.87' 3 2007247.77 6244274.97 4 N 12'59'45" E 140' D 101.6" 30' 53.19' -4 2007210.51 6244287.12 5 N 88"35'5" W 65.94' E 64.8' 20' 22.61' 12.69' 5 2007074.09 6244255.63 F go· 8' 12.57' 12.57' 6 2007021.19 6244276.14 G go· 8' 12.57' 12.57' 7 2007195.40 6244254.67 H 13.6' 100· 23.8' 11.96' PROPOSED c\NTROL BLDG SEE MECHANIOAL DWGS 3' WIDE PER NEL GATE INITIAL -- • 6'~~::~~ . ' -~-------- "" ~ -~~---·~--~ --,...____ '>{", i:;-----1... u ~, '•"-,·-------···~ "'. • . STA 4+00 END 60-T CELLULAR CONCRETE NOTE: 1. CONTRACTOR SHALL FIELD VERIFY EXISTING FOUNDATION MATERIAL UNDER THE SPILLWAY PRIOR TO SHOP DRAWING SUBMITTAL AND STARTING WORK. REFER TO SPEC SECTION 02200 FOR ADDITIONAL REQUJREMENTS. ALL OVER-EXCAVATED MATERIAL SHALL BE BACKFILLED WITH CONCRETE 2. CONTRACTOR SHALL PERFORM GRADING, BACKFILL COMPACTION TO MATCH WITH EXJSTING GRADE. REFER TO SECTION 02200 FOR AD01TIONAL REQUIREMENTS. BENCH MARK: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALCULATED BEARING BETWEEN POINT NUMBERS 427 AND 423 SHOWN ON RECORD OF SURVEY MAP NO. 17 488; I.E. N 50"24'1 S" W • PT. 427 IS A MAGNETIZED NAIL WITH A 2 INCH ALUMINUM WASHER STAMPED "JOHNSON-FRANK GPS STA PLS 7172", AT THE SOUTHERLY CORNER EDGE OF THE CONCRETE CROSS-GUTTER AT THE SOUTHEAST CORNER OF THE INTERSECTION FOR SOUTHAMPTON ROAD AND SALISBURY DRIVE IN THE CITY OF CARLSBAD SAN DIEGO COUNTY ' N = 2003027.17 E = 6237376.55 ELEV. = 183.70 (DATUM OF 1988) PT. 423 IS A MAGNETIZED NAIL WITH A 2 INCH ALUMINUM WASHER STAMPED LINER Cr:_r;y41.. r'f· _' DISCIPLINE DWG NO C2 "JOHNSON-FRANK GPS STA PLS 7172", AT THE SOUTHEAST CORNER OF A 5.3 "AS BUILT" FEET BY 4.3 FEET CONCRETE PAD WITH A SEWER MANHOLE. THE POINT IS IN A SHOPPING CENTER PARKING LOT, APPROXIMATELY 320 FEET NORTHERLY OF THE INTERSECTION OF MARRON ROAD AND MONROE STREET IN THE CITY OF _.,,@~~~ .. f!'c. 09-/4-14 CARLSBAD, APPROXIMATELY 63 FEET EASTERLY OF THE MAIN DRIVE; 11 FEET EASTERLY OF THE PARKING LOT CURB, AND 3 FEET SOUTHERLY OF A LIGHT P.E_;;".B/7,a EXP_ 1-"?l·IZ DATE POLE. N = 2009899.09 REVIEWED BY: E = 6229068.62 Lu&L.-ELEV. = 23.91 (DATUM OF 1988) ~'Q11/ 8-t s--:co INSPECTOR DATE I SH~T I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS SPILLWAY MODIFICATI.ONS AND OPERATIONS BUILDING SITE PLAN, APPROVED W~IA~LUM~:R,._,__ ~Ai! t2-//-(2C,, DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31 /08 . DATE II\ ''.iS !3t/lLT" OWN BY: DGt/:!L,1lM PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: JJ/MS/JY ENGtNEER OF WORK REVISJON DESCRIPTION OTHER APPROVAL Cl TY APPROVAL RVWO BY: A~ I 3821 f DRAWING NO. 411-6 N 0 Cl) ~ ~ - TT I-- (/) 8 i's FINISHED GRADE BACKFILL WI TH 1 SACK SLURRY EXTENT OF EXCAVATION TRENCH • I • f. . 4 "4 . I <I ... I • ·• • I• •. ... • • • . . • d • • • . . • 1· .· <I '4 <I .. -,, • • • • • TOP OF CONCRETE 4' X 4' PULL BOX FLUSH WITH GRADE • • • • FINISHED GRADE O", .. • •• .. • ·1 • • :., <I • .. : .... 4 I I . • d • . ~.~ d <.1 r • • d •1 LO • • •• I . . • • • • • • j -__,_::!.-'-;-I BOTTOM OF • · 1 PULL BOX .I: . ·.,,.~ EXCAVATION & BACKFILL FOR PULL BOXES C,D,E & F CG V L 11396 W0RL0 TRADE DRIVE, SUITE 312 SAN DIEGO. CALIFORNIA 92128 E NG I N E E RS {858}618-1704 Fax!858l618-S463 C: OWG12 CLSB-IP.OWG 12 12 94 DETAIL SCALE: 3/4" = 1 '-0" G G C2 C3 PULL BOX F1 SEE DETAIL E/M6 TOP OF CONCRETE 3' X 3' CONDUIT BANK FLUSH WITH GRADE---~ SL{l/?i?Y FIL -5LVRRYF/ll • I • • I . .. • • • • d • • • • • )· .:...·o·~· • I • . I • • . d' • • • • • • • d • I _-'.I ~ : I LO d . I • •• • d • • .. • • • • 1· • I -st-• • • • • d • • • • • • . 1· • L-::----:--!-~--...,,.-,-~-~J_;:--.;-_.,;.·~-BOTTOM OF I I . • . . . . ·•_.· ·•.. j l CONDUIT BANK ~·· -~. : _.'cp • - • .i'",1 • EXTENT OF~------- EXCAVATION TRENCH BACKFILL WITH 1 SACK SLURRY EXCAVATION & BACKFILL FOR CONDUIT BANK ALONG DAM CREST ROAD DETAIL . H H SCALE: 3/4" = 1 '-0" C2 C3 l}ff~• . ~~''" ' . . . ,··-•-;,~ "' ,· No.11,ui'··, ·. ',i ·rt, • • ~ 3' ROCK BLANKET ALONG UPSTREAM DAM FACE DATE INITIAL ENGINEER OF WORK /1\ \ 16' -0'" ' IX) TYPICAL ROAD SECTION SECTION 1 SCAl,.E: 1/4" = 1'-0". C3 I I I I - I - I I I -I DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL COORDINATES NORTHING EASTING 8 2007018.23 6244395.95 9 2006797.08 6244678.02 2006677.06 6244710.68 11 2006679.68 6244720.33 LINE DATA □ [§) N 88'35'5" W [l) N 15'13'15" W [fil S 74"46'45" W L 53.9' 124.39' 10' CURVE DATA t:,. R L 73.4" 300' 384.13' T 223.47' DISCIPLINE DWG NO C3 "AS BUil T" .,,&1/~,,.,; t': ~•tt v !2?·1-1·/<2 P.E. 'l. 9l2~ EXP .. 3·3.{:t.2-DATE REVIEWED BY: luJL,,.. .... L¥''?,,, 8-(1-!.V INSPECTOR DATE I SH~T I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS DAM CREST ROAD SITE PLAN AP~O¼f 1 ,Wl~~MER /47.D. il!l!U:l!V'---LZ.-t.l. tJ" DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/08 DATE OWN BY: DG/NL/RM I PROJECT NO. I DRAWING NO. CHKD BY: JJ/MS/TV 3821 411-6 RVWD BY: AB r 042007 00 s. ~ '\i :§ -;; C C 0 .c ~ a. 8 8 I -0-~1 " .;-o> o -o I .. 0 a:: a. Wo VJ 1-::, VARIES 16' -0" BROOM FINISH • • • • • \°'~"~ W w,s,-oc, SCAR 4" THICK GUNITE BACKFILL TO 95% RELATIVE COMPACTION #5@12EW • • • • 1'-8" 8" 2" TYP CLR • • #5@12 w TYP REINFORCED CONCRETE SECTION THROUGH DAM CREST APPROACH (LOOKING NORTH} DETAIL A SCALE: 1/2"=1'-0" C2 #6@12 EW, T&B ~'0,'0,"-'. X ... A~~<"V AV. 12" NATIVE SOIL -J, SCARIFIED & RECOMPACTED TO 95% OF MAX DENSITY 8" CRUSHED AGGREGATE BASE 9" f6@12 EW, 2" TYP &8 -TYP ~I . . SAWCUT 3" DEEP ;,".>-Y,>,Y.>-,),';>,' ;«v,,;00v. 12" NATIVE SOIL -✓ SCARIFIED & RECOMPACTED 3/4" DIA SMOOTH DOWEL 18"L x12"0.C. ONE HALF TO 95% OF MAX DENSITY LUBRICATED 8" CRUSHED AGGREGATE BASE TYPICAL CONCRETE PAVEMENT DETAIL B SCALE: 1/2"=1'-0" C2 POL'/Efl IYl:El4E Tl IERMBrLASTIC 2 .3/8" FLAT TUBULAR SLATS, FASTElffB W/ MOi◄EL CLIPKI I LOGIE STAPLES, BLAOIE COLOR, f¥P, ALL AROUPm EXTENSION ARM WITH BARBED WIRE (SEE ENLARGEMENT THIS DETAIL) 2500 PSI CONCRETE ENCASEMENT SHALL HAVE A 1" CROWN ABOVE FINISHED GRADE CORNER POST (TYP) HORIZONTAL BRACE, TYP TENSION WIRES (TYP) 1 o· -o" MAX (TYP) Cc V L 12396 WORLD TRADE DRIY!, SUITE 312 SAN DIEGO, CALIFORNIA 92128 E N G I N E E RS (858)618~1104 FaK(858)618~S463 C: OWG12 ClSB-IP.DWG 12 1 94 I 0 I ".;- -W¼¼ 11 I • I . '.11 J I 4" SCHE DULE 40 GALVANIZED PE FILLED 1'11TH STEEL Pl CONCRE TE AND PAINTED WITH AMEL PAINT RED EN I ~ FINISH GRADE A'V'AV/,'\(/.(X~ co NCRETE ~-4" STATIONARY GUARD POST (BollC\rd) DETAIL SCALE: 1"=1'-0• MINIMUM DEPTH 36" AND MINUMUM DIAMETER 8" FOR LINE, END AND CORNER POST HOLES E C4 0 I <O LINE POST (TYP) MINIMUM DEPTH 42" AND MINIMUM DIAMETER 12" FOR GATE POST HOLES CHAIN LINK FENCE 'l't'f FLAT Sl:Af8 DETAIL D SCALE: 1 '=1 '-0' C2 EXISTING RIPRAP SLOPE VARIES 1 "R TYP <D I NOTE: 6" I • • I PAVEMENT . :· ~\ ,. '· ,, . "~ . • #4 TOP AND BOTTOM, CONTINUOUS •. PROVIDE 1/8"X 1/2" DEEP JOINT EVERY 4 FT AND FULL JOINT WITH PREFORMED JOINT FILLER EVERY 20 FT. CONC.CURB DETAIL C SCALE: 1 '=1'-0° C2 WELDED OR THREADED CAP WITH 1/2" ROD HANDLE 3"DIA. SCHEDULE 40 STEEL POST. HOT DIP GALVANIZE ENTIRE ASSEMBLY AFTER FABRICATION . 3" FLANGE GRADE '"b~:Q;i,c.-~ ,:ss REMOVABLE GUARO. F'GS @ 5' SPACING (TYP OF . .:r,: ,,, SEE NOTE 1 & DETAIL. Jii\cf-''-,·.fi-.._,, I I I ! ' 1" CROWN ~FINISH -~~rr~~~«, ' ,< ' " <D I I '" N ' - ' z <D ~ .. ' . .. f-1 12"DIA MIN. 4" DIA. SCHEDULE 40 PVC PIPE SLEEVE EMBEDDED IN CONCRETE CLASS E CONCRETE \ \ REMOVABLE GUARD POST (BoJ/o.rd) ,••··\ __ . DETAIL SCALE: 1 "=1 '-0' GATE POST (TYP) 12'-Q" WIDE GATE F F C2 C4 \ HORIZONTAL BRACE 3" CLEAR (TYP) +·· I CONCRETE ENCASEMENT. ALL ENCASEMENT SHALL HAVE A 1" CROWN ABOVE GROUND LEVEL MINIMUM DEPTH 36" AND MINIMUM DIAMETER 8" FOR LINE, END AND CORNER POST HOLES DATE / . / ACCESS ROAD FENCING . I I Ni N: O' \ \ l \ \ \ I \ SCALE: 1 "= 1 O' ' \ I \ ' \ \ \ I \ ! I I 226.5 FG ROAD TURNAROUND FENCING SCALE: 1 "= 1 O' NOTES· 1. LOCATIONS OF GUARDPOSTS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY AND CONFIRM WITH PROJECT INSPECTOR. /f\ ",48·8LJ/LT" INITIAL DATE I I I I I I I I I I I I l j ; INITIAL ENGINEER OF WORK REVISION DESCRIPTION Oll-1ER APPROVAL / [ \ ) I I \ ' I i / 226.8 / FG DATE INITIAL OTY APPROVAL ' I . • f ; ' I I I • / I ( I \ I i I ! \ \ \ ' • I ' I ( I \ I \ ' ' I I I i I i \ I \ \ \ \ i \ I, i \ \ I \ \ \ \ \ \ DISCIPLINE DWG NO C4 "AS BUil T" ....-/4/~,._; ti ~,,.' 09-J4-/i, P.E. ?.a{"l_' EXP. J·3t· L'l.-DATE REVIEWED BY: LD~w ~ ,S. ~11-£"l> ~ INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS SECTIONS AND DETAILS APPROVED WILLIA~MMER ~-t.l· t2.~ ,#),#4',.; c-:. --••1 ..--DEPUTY CITY ENGINEER PE 28175 EXPIRES 3/31/08 DATE Dl'l1N BY: OGLtlLLR~ I PROJECT NO. I DRAWING NO. CHKD BY: JJ/MS/TV 3821 RVWD BY: AB 411-6 I 042007 l (J) ~ ~ ~ 0 ~ lO :e 0 G') -+, ~ ~ ~ ~ ~ ~ O') 5 t.;.._ __ , - 1-(/) 6 u i's 0 O> ~ " JI cl O l,() 0 oo UI I " N -"' 0 -5! u i ~~ ~~ .co I ~Ox i1+ ~2~ o;t: N §E .. :: ::, (/} 8(/) lt ta~ ~s ~> Ii f fj-2 ill ~0-1---------------...,, ou .. ~I~ 0) a_,, t-"l;Q JI o -~"' !o Vo J ;t. "' sN ·"' :, 0/ Q CATIICARr GARCIA .VON LANGEN I,;:z i ., cc V L 12396 WORLD TRADE DRJVE, SUITE 312 ~('.) ~ SM DIEGO, CALIFORNIA 92128 LOOKING NORTH SECTION (STA 0+00) HORIZONTAL SCALE: 1 "=10' VERTICAL SCALE: 1 "= 1 O' LOOKING NORTH SECTION (STA 1 +50) HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' EXCAVATE AND BACKFILL AS REQUIRED TO . Tl~-13ACK_ l'iO:::T C_ELLULf\8_ C_ON_CBE_TE(I}'I") _____ -· ___ ..... LOOKING NORTH SECTION (STA 3+00) HORIZONTAL SCALE: 1 "=10' VERTICAL SCALE: 1"=10' NOTE: LOOKING NORTH SECTION (STA 0+50) HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1 "=10' LOOKING NORTH 1. SECTION 1+66.46 BEGIN OPEN CELLULAR LINER. CHANNEL SECTION SIMILAR TO STATION 2+00. BOTTOM OF CHANNEL ELEVATION, FG=203.67 TOP OF 60-T CELLULAR CONCRETE ELEVATION TC= 211.7, SIDE SLOPES = 1.5H: 1 V SECTION (STA 2+00) HORIZONTAL SCALE: 1 "=10' VERTICAL SCALE: 1"=10' EXCAVATE AND BACKFILL AS REQUIRED TO TIE cc BACK 60cc T CELLULAR COJIJCREIE (IYP) . 220 -. ··-·· ···--------~UT --··--_· -. _· ~--r~~gl~fwA-Y •. -.--~---~•--· -~:-~ __ 220 ----cc.c:· ·1·----· ------- _:,,_ C.-~~,-··---··•--«· . •··•-·-··-··-•------ 21Q -----~,,~:,"(~ --_~: ·: -~g~~~~~~C~~iR:-------;~~---1f-)~-;J#~o- ___ .... _ ';:,_ _, '< . ~" . r-EXISTll':JG }RA_DE_ _ 1_ ~ ,: _ // . ,--. ,/ ·----I ;-. /------ 200 ____ ---------------_ _ -------·----------/ __ -----_200 __ 1.5 .. -·s---1 · - ·---••• • • e ----"·--· ~'='=fV -----_,, _____ -----·-·· LOOKING NORTH SECTION (STA 3+50) HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' Oflif) ' -, . . ""!IM ,. o'<>' -,. "<' J NO, C5U31f , illf 30 20 ""-:------·-······· ---.. -· -· -----------------------------------··-·-... --· ··-« ---•. ·-----.... --·--· ----· •.•• -· ---· ----·----· --· --.... -----·· •.•.... -- -« -"=:::: ·= ~:. =---·-· ··---·--·----··---------.... ···---.... -· -· --· ------· --------· .... --·-·--·----·--..... ---· -·-----------.......... ---.... ··---- ·-··---· -.. -• -·-· ---·-· -------··-· ·-----···-----,. __ ···----------·· ------------ ___ . . .. 19'-2" .. ---16'-J'' ___ --__ ,-_230 >••-""'"' ·--' -·-·------_. ___ ---·-_,.,. ··---·· •••• ·-· -------. --- -----.... -·--------· ----·-.... ---'-"·---\--. i--__ EXI_S_Tif\19 QR_AQ_E _ .. -~P~LL_IIIA! ----------------~~i~~--------SEE DE-TAIL 220 -------------'<: -'\,<.Iii-- -----------------_J__ ------------------CONCRETE·---------A/C4 ··----220 ----·-----------------,_ --------------·---------~ -----------------------0 6'---------------·· .. -------,._ =·· :: :_ := :: -= .:.: _____ = ~Sr=-'1:::: = .····· =4'.' fHlfK ~·-~ii.£. ::· := = : = •= -,} _ :··-=: =~~~~J_---~ :_ ~-__ 210 -. -------------'"-=~_ '\------------·1 -<5 --·· -------,,~ . -----------------~c,:.c~L:. 23'-0" ·-8'-6" LOOKING NORTH SECTION (STA 1 +00) HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' EXCAVATE AND BACKFILL AS REQUIRED TO . --·------·---- ----210_ .. ___ TIE-BACK_60::: T CELLULAR_ CONCRETE (TYP) ______________________ _ LOOKING NORTH SECTION (ST A 2+50) HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1 "=1 O' EXCAVATE ANO BACKFILL AS REQUIREO TO Jl~:::l:l_AgK_ 6Q:::J C:~~U,ILAFL C_01'/_CRETE {TYP) 36' -0" -__ ,,_ ------· 220 ··-···-· ----·-------- _ _ _ ---· _ _ _ .. tcoi.Jc~ ---..... . -·· _,.. ·-·--- . -~: \/~E~l~!ll:-I T~A-QE~--= :_17_',-;0 : -~;;_~z~-::~_ZQQ_ -"-------I--.. ---1.5 /. ·--~, --... ·;,_rJ7-/ -Afil?~ -....... ·-· ----·--------~ ~------xc;--/-... -.,.--------· -· -------·- ·-··-· _._ .. ,,. ---.......... -·-· --·· --------· --------··-.,,_ --·---~- . '. -··1-' :· v~ ' ~-· i 'Ci \ ,t. ' . '. -~--.: }} .; I •. . - .. -.•. ,-.. .. ,. DISCIPLINE DWG NO C5 LOOKING NORTH SECTION (STA 4+00) "AS BUILT" ...a,M#, (",, ;;?4,n-, 69-14·1<2 P.E. ,Z.fl/7~ EXP. 3·3/•/2 , DATE HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' RE\1EWED BY: W,Q4..... INSPECTOR I Y ,G-tJ •W DATE i----i----i--------------+----+---+----+---1 ~ CITEJGINgriNG ~t~k~N~AD ~ IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS CONCRETE SPILLWAY SECTIONS . ' . APPROVED ~LLIA~LUMMER a,'~,.• t' -, 11 •ll·/2' \\, 11, 'tJS·IJl/!LT" DEPUTY ch/ ENGINE£ PE 2a11s EXPIRES 3/31/oa DATE DATE INITIAL ENGi NEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: OG/NL/R" I PROJECT NO. I DRAWING NO. CHKO BY: JJ/MS/TV 3821 411-6 RVWO BY: AB a:3: «.; E N G I N E E R S 18581618-170• Fa,18581618•5463 oql!!i'l'!!!!!!!!'!!!'!!"""'!!!'!!!!!!"" ____ "!'!!'l!'!!'l!l'!"'_._ __________________________________________________________________________________________________________________________ I C: 0WG12\CLS8-IP.0WG 12 1 94 , 04200i -~ ~ Q) " ~ 0 m I X (/) 0 <{ 0 Ct' I X f- (/) z 0 u L,._ 0 (/) f- ::, ::J I X ~ __, 2 (/) I 0 Q_ 0 -f-0 I C X Ct' w (/) :::, "' z 0 <( "'"' 3' "' " I 0x u .. I (J) ... L,._ ..-w I Ct' "1 X 0 0 ;:!- c,,E " 0. " ... /~ ..... .,_ N I Cl) co 00 ) ·, I.'' • / ( / / --. ,'" ~~, \:c, --- ~- / ,_ , 00•--------------, NN ,/ Cl) • 0 00 ON N 0. ,/ Q) 0..: en ··W ~ BEN C. GERWICK, INC. ~ CONSUL TING ENGINEERS 20 CALIFORNIA STREET, SUITE 400 SAN FRANCISCO, CA 94111 \ ---~~ I CRANE I ---·· ,__ .. -- (MARINE CONSTRUCTION STAGING AREA) SEE NOTE 1 (ASSEMBLY STAGING AREA) --~ / -BARGE \----__.:,'"--sc-,---'----.. ~ APPROXIMATE EXISTING '-, WATER ELEVATION '-' MAXIMUM WATER ELEVATION I I I l --- / ANCHOR LINE -COFFERDAM SECTIONS CRAWLER CRANE EXISTING OUTLET TOWER EXISTING 30"1/J OUTLET PIPE \ rLIMITS OF ',✓ CONSTRUCTION \ \ \ \ \ ' ' ' ' \ ' I '\--· I I I PLAN SCALE: 1" =50' J ,--!-J..' \ L--------··--··-._, _______ _ LAKE CALA VERA \, NOTES: LEGENDS MAXIMUM OPERA TING WATER ELEVATION @ 214.0 FT' APPROXIMATE EXISTING WATER ELEVATION @ 206.00'± LIMITS OF CONSTRUCTION 1. CRANE, BARGE (SEGMENTS), COFFERDAM, AND PRECAST ELEMENTS TO BE OFFLOADED FROM TRUCK AND STORED IN THE MARINE CONSTRUCTION STAGING AREA. 2. SMALL WORK BOAT TO MOVE BARGE AND MATERIALS TO ANCHORAGE SITE NEAR EXISTING OUTLET TOWER. 3. ANCHOR LINES FOR BARGE TO BE SET ONSHORE. COORDINATE WITH PROJECT BIOLOGIST FOR ANCHOR LOCATIONS. 4. BARGE TO BE REPOSITIONED FROM ANCHORAGE POINT SHOWN WHEN PLACING, LOWERING OR DRIVING STEEL PILES/PIPE SUPPORTS, 24-INCH DIAMETER OUTLET PIPE, CONDUIT BANKS, AND RELATED EQUIPMENT OR MATERIALS. ------------··_/ / kif:,,~ 61743 ~ . 6/3Dlol · * ;. CIV\\ -. U.,\S DISCIPLINE DWG NO C-6 "AS BUil T" 4(,2/4!4,.; r, ~ tl'l-1-4. /() PE. ,Z9/7' EXP. :3· 3/• // DATE wJ:: INSPECTOR /~c fSHwl CITY OF CARLSBAD ~ l-----+--+-----------------+-----,f---+-----,f------1 l_1_1_J ENGINEERING DEPARTMENT ~ :==='--'==========='-==::::::: IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS MARINE CONSTRUCTION SITE PLAN APPR~VED • WILLIA~.fLUMMER 41/~ t'; ~--....... 1:z-11-06 ~----i----t,,,.--.,-.,.-~c;,c,=-----------t-----1---t-----l---J DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/08 DATE ' "JJ.8 -8U/LT" DATE INITIAL ENGINEER OF WORK OWN BY: ACR PROJECT NO. DATE INITIAL DATE INITIAL D SW REVISION DESCRIPTION CRHVWKD BBYY:_ MRJF 3821 OTHER APPROVAL CITY APPROVAL I DRAWING NO. 411-6 C,f-3« 00 -------------------------------------------------------------------------------------------------.. 042001 ··• N Q (I) UJ a z z UJ Cl _J <( ~:E 0 ~ G') (I) _J s. .f::,, ~ ~ ~ ~ a, ~ [Y w U1 ::::, .. w '-' f-3 4: TOP OF CONCRETE TOWER MAX. OPERATING POOL EL 21 4.00 , I ' I ··1L -----. ---- ' I EL 223.00 1 I -4" 1. PREPARE TOP OF TOWER TO SUPPORT COFFERDAM. REMOVE EXISTING RAILS AND POSTS THAT INTERFERE WITH COFFERDAM SUPPORT BRACKETS. CONTRACTOR IS RESPONSIBLE TO CONFIRM TOWER ROUNDNESS. ---=-===c.- / / WT RING -FLANGE ---~ ~ BEN C. GERWICK, INC. ~ CONSUL TING ENGINEERS 20 CALIFORNIA STREET, SUITE 400 SAN FRANCISCO, CA 94111 ' 0 I I"- ' OJ I Ol 24" NEW INTAKE~ ;- CONCRETE TOWER _j A 2 -L8x4,J'2" SECTION 3/8"=1'-o" WT BOTTOM STIFFENER @ 45" INTERVAL (EXCEPT JOINTS) TOTAL 6 TS HOLD DOWNS @ 90" INTERVAL TOTAL 4 TEMPORARY HANGER 1/, ' \ / It. I ' I \ \ l / ' _1 I I / t-'-----1/ }----'----1/ I I ' I -~ -~ _J_ 2. HANG SEGMENTS OF CONCRETE T I ' I 3. BOLT SEGMENT ETHER, CO \ AND INSTA ED SEALING WHER 0 - I tO ' . 0 I tO ' 0 I ID ' 0 I st ' 0 I I") ' 0 I I") I . 1 ( i ' i TOP OF CONCRETE EL 223.0' TOP OF COFFERDAM EL 218.0'; SPILLWAY CREST EL 216.5' \ ' TING TOWER USING LIFT-IN RDAM'\J SCALE: 1''=5" -0" 1 "r/J A-307 BOLT WASHER & NUT @ 6".C. 1 /2" 45· PL BRACES @ 1 '-0" O.C. WT 8x33.5 1 4"x2"x CONT CLOSED COMPRESSED TO 1 /2" G W/ STOP BUSHING STOP BUSHING I FROM 114"r/J SCHED 80 PIPE x ½" LONG TACK TO 1 SIDE OF COFFERDAM ¾" SHELL PL 0 0 ' 0 I I"-1· -I \_L8x4x¾ VERTICAL JOINT DETAIL 3"=1'-o" NOTE: EXISTING 7' r/J _,/ OUTLET TOWER (9' -8" O.D.) ~ NEW 24"r/J --H INTAKE LINE , 0;.......,-+--\ EL 223.00 17'r/J LIFT-IN COFFERDAM WT 8x33.5 RING STIFFENER RIBS ¾" PL SKIN 2nd STAGE BOTTOM SUPPORT BRACKET FOR DEMOLITION & MODIFICATION (4 EA. AT 90" SPACING) TO BE INSTALLED BEFORE REMOVING EL. 188.00 PRESPRAY PRS706 INFLATABLE SEAL IN CHANNEL ALL MEMBER SIZES ARE PRELIMINARY. PORT #4~- 4. INSTALL ANCHOR BRACKETS, DRILL AND INSTALL ANCHOR BOLTS AS REQUIRED. 5. INSTALL SUBMERSIBLE SUMP PUMP, INFLATE BOTTOM SEAL AND DEWATER COFFERDAM TO BELOW WORK AREA. CHECK SEALS FOR LEAKAGE. INSTALL PACKING SEALS WHERE REQUIRED. 6. DEMOLITION OF THE UPPER PORTION OF THE TOWER SHALL NOT BEGIN UNTIL ALL OTHER WORK INSIDE THE INTAKE TOWER IS COMPLETE. (THIS INCLUDES SLIP LINING OF OUTLET PIPE, AND INSTALLATION OF NEW PIPE). 7. WHEN WORK AREA IS LEAK FREE OR LEAK MAINTAINABLE, BEGIN CONCRETE DEMOLITION AND OUTLET WORK PER CONTRACT DRAWINGS AND REQUIREMENTS. 8. CONTRACTOR SHALL SEAL PORT #3 (El.189 FT) AND PORT #4 (EL. 1 79 FT) FROM OUTSIDE THE OUTLET TOWER USING 30"¢ 1" THICK ASTM A316-SST PLATE ATTACHED TO THE TOWER WITH ASTM A316-SST CONCRETE ANCHORS PLACED 6" ON CENTER. 9. INSTALL NEW 24"¢ PIPE COMPLETE BEFORE REMOVAL OF COFFERDAM. /4~~!!,,,._ 1 j.J ~ , sif4Jvv ~ "AS BUILT" P. 6i:JD;, ~ PF 29fU, INSPECTOR 7', tJ;?u,,,,. ..... EXP 3 •'J /· /2 DISCIPLINE DWG NO C-7 09-14•/" DATE DATE CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 38 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS COFFERDAM -PLAN AND SECTION APPROVED WILLIA}l S-£],l!J'AMER 1-----+------<---------------+-----t--+---t---l p/4-'/4,k c', ~~>""""-/2~//•t¼ 1---+---+-,,c--n:.--;.------,,,;,;-,,-;;-------------f---+---t---t----t DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/08 DATE I ,,,,/J·IJU//T" DATE INITIAL ENGINEER OF WORK H '-OWN BY: ACR PROJECT NO. DAT£ INITIAL DATE INITIAL I DRAWING NO. 411-6 CHKD BY: MSW 3821 RVWD BY: RS REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~------~ oo._ ____________ ..., ___________________________________________________________________________________________________________________ _. 0 (I) w I 0 z z w _J 0 <( 0 ~~ (I) _J s. ~ <( a (.I)~ 00 ~ ~ 0) \ 1" 16" \ \ 1 " -------- ---- 1 C-8 1" CLR NOMINAL -HOOK PL 4 REQ'D ASTM A-572 GRADE 50 TOP OF CONCRETE EL 223.0' --- 1 "¢ A-325 BOLTS IN 1" HOLES WT8x33.5~ y4 DETAIL 3/4"=1'-o" EL 218.0' ¾" SHELL ASTM A572 GRADE 50 17' -0" O.D l ' 0 I L{) ' 0 I ' 0 I ' 0 I <O <__;> 16" CONC --= -=- -----!:::::---=:C-=- 10" MIN 1~ CORE DEPTH 1 6" CORE DRILL 10" FOR PART NO S7T1000900 9" LONG 1¼" WILLIAMS S-7 ANCHORS BOLT TYPE B TOP OF CONCRETE EL 223.0' -W.P. TS 6"x4"x¼" TOP OF COFFERDAM "'v ¾" SHELL \ \ \ \ WT 8x33.5 STIFF. 3' -8" ¾" SHELL EL 218.0' ' 0 I L{) ' 0 I N, I I -.> 16" CONC E-=-=-=- -----E-=-- - L 1 O" MIN 1 1 ¼'J CORE DEPTH 2¾" NOMINAL 16" 'I 3 C-8 ¾" A-325 IN 1-¾slll HOLES, TYP CORE DRILL 10" FOR PART NO S7T1000900 9" LONG 1¼" WILLIAMS S-7 ANCHOR BOLT TYPE B HOLES TO BE FILLED WITH CEMENTITIOUS GROUT BY DIVER AFTER COFFERDAM REMOVAL. j \ \ ' ¾" SHELL --~-<TYP \ WT VERT. BRACE @ 4 PLACES EL. 191.0' 1 O¼" FLANGE 1Xs" THK EL. 188.0' -WT 8x33.5 STIFF @ 45· ¾" BOT PL 3'-8" I -~ DETAIL 3/4"=1'-0" 1'-2" ' 0 I <O ' 0 I N 2" 1 o" 2" ---::----------►I_.. ____ _ ' n · ½" PL CAN BE SHORTER ½" LONG STOP BUSHING CUT FROM 1¼" SCHED 80 PIPE WELD TO 1 SIDE PL 6x¾ L8x4x¾ "- CONT ----PL 6x¾x CONT -$-' ; 7'16 -0 C Q' w if) ::::, ' 0 I N ' st I ' L{) ½" RING PL ¾" PL ½" STIFF. @ 45" INTERVALS ----ROLLED C5x6. 7 ( 1¾"FLANGE) PACKING SPACE (IF REQ'D) 2¾" NOMINAL CLEAR PRESRAY PRS 706 INFLATABLE SEAL IN CHANNEL (COMPRESSED SIZED) 4"x1" (EXPANDED SIZE) 4"x2 ¾" (DETAIL SHOWN TIFFENER) ~ BEN C. OERWICK, INC. ~ CONSUL TING ENGINEERS 4 EL. 188.0' RESRAY PRS 706 IN C5x6.7 DETAIL 1 1/2"=1'-o" 11 : I --~ -~ ¾" BOT PL ~ ·~ ~ ____ _J - - OUTLINE OF 4"x2" COMPRESSED FOAM NEOPRENE SEAL (CLOSED CELL) GLUE TO 1 SIDE OF COFFERDAM W/ BUSHING STOPS 1 "Ill A-307 @ 6" -0.C --6x¾ SEAL CONTAINMENT PLS 1 EA SIDE OF JOINT NOTE: WHEN BOLTED TOGETHER HALF ROUND SHELLS BUTT TIGHT TOGETHER, 6x¾ SEAL CONTAINMENT PLS ARE SPACED ½" APART 45" PL BRACES @ 1 • -0" o.c. ¾" BOT PL A572 GRADE 50 1" NOMINAL CLEAR (DETAIL SHOWN AT JOINT) NOTES: 1. UNLESS SHOWN OTHERWISE, STRUCTURAL MATERIALS ARE: STRUCTURAL SHAPES -ANGLES AND T-SHAPES ASTM A572 GRADE 50 STEEL PLATES -ASTM A572 GRADE 50 TUBE SECTIONS -ASTM A500 GRADE B FASTENER -ASTM A325 \ ANCHOR BOLTS -WILLIAMS S-7 TYPE B ANCHOR BOLTS \. ' -- --. --I ~--...._ -"1-+-_L ,1, .. , ,1, .. /2 , I /2 ~7 cl I I I I i~ HOLES @ 8" O.C THIS LINE -¾" SHELL ¾" A-325 BOLTS @ 6" O.C IN 17islll HOLES 5 DETAIL 3"=1 1-0" I ':46-BI/ILT" DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ' N ' I 00 -- - ' n DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL q} 6 l_ . ; ~,. -,.·~ ..... TS 6"x4"x¼" DETAIL 3"=1'-0" -ANCHOR BOLTS DISCIPLINE OWG NO C-8 "AS BUil T" ~~ ~ ~n-->t e 09-14--tn P.E. '28/2 Ci EXP. 3 • 3/• 12. DATE REVIEWED BY: lt>~ INSPECTOR DATE CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 38 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS COFFERDAM -SECTIONS APPROVED WILLIAM .,,.--f)..IJMMER ✓,(d .,,M,, ', t-~..... ~/I• t¼ DEPUTY Cl1Y ENGINEER PE 28176 EXPIRES 3/31/08 OATE OWN BY: ~A=c•~- CHKD BY: ="s=w- RVWO BY: RJF PROJECT NO. 3821 I DRAWING NO. 411-6 0 ~ : 20 CALIFORNIA STREET, SUITE 400 ~~. _____ S-AN-FR-AN_c_,s_co_._CA·9·4-11_1 __ ,1.. ___________________________________________________________________________________________________________________ ~ 00 042007 N ' f [:g (JJ w 0 z z ~ <l'. 0 0 1-1. ~ (JJ _J w G') <l'. Q. ~ z ~ 1-1. G ~ ~ C 0 0 E E QC bl ::, ~ 0 N 0 a_ I ' PROCESS LINES ' PRIMARY SECONDARY PUMP, BLOWER, COMPRESSOR AND FAN SYMBOLS CD tJ Q INTAKE SCREEN GEAR PUMP RECIPROCATING COMPRESSOR ACCUMULATOR RECEIVER AIR TANK ACTUATOR SYMBOLS f1 PNEUMATIC PNEUMATIC W/ SOLENOID ELECTRICAL ELECTRICAL W/ POSlllONER HYDRAULIC MANUAL ~ SOLENOID CCV L-12396 WORLD TRADE DRIVE, SUITE 312 ('.) ~ SAN DIEGO, CALIFORNIA 92128 l><I .... ~ ~ [1i ell 1/1 c.i ~ ~ 1 T ® GATE VALVE (NORMALLY OPEN) GATE VALVE (NORMALLY CLOSED) PLUG VALVE (NORMALLY OPEN) PLUG VALVE (NORMALLY CLOSED) BALL VALVE (NORMALLY OPEN) BALL VALVE (NORMALLY CLOSED) BUTTERFLY VALVE GLOBE VALVE DIAPHRAGM VALVE FLOAT VALVE PINCH VALVE VENT SAMPLE FLUSHING AIR AND/OR VACUUM RELEASE VALVE VALVES N CHECK VALVE 41_ 1J1 KNIFE GA TE VALVE -¼- -4-PRESSURE AND VACUUM I RELIEF VALVE 11= VACUUM RELIEF VALVE OR PRESSURE RELIEF VALVE J; ~ LEVEL SENSING PROBE ~ ~ PRESSURE REDUCING -- VALVE FLOW BACK PRESSURE ~ VALVE FLOW BALL CHECK VALVE MUD VALVE ~ REDUCE PRESSURE ' L=:::.'..::::J -BACKFLOW PREVENTER MISCELLANEOUS MECHANICAL EQUIPMENT SYMBOLS CABINET MOUNTED EQUIPMENT: CHLORINATORS, SULFONATORS, ANALYZERS OR SAMPLERS CYCLONE w F-2Sd WASHER STORAGE BIN SCREENING PRESS '/ ",/ ",/ ",/ ",/ ",/ DIFFUSER HEADER BAR SCREEN, MECHANICAL GRIT WASHER 0 EXHAUST SILENCER LEVEL SIGHT GAUGE PRESSURE REGULA TING VALVE BACK PRESSURE REGULATING VALVE PRESSURE BALANCE OPERATED VALVE VALVE WITH HAND OPERATOR SOLENOID VALVE VALVE WITH DIAPHRAGM OPERATOR NEEDLE VALVE POSITIONING VALVE GRINDER ~ [::::::[]:::::] ~ m ~ r --I [ I vss I ../\JV\, S7 PIPELINE DEVICE SYMBOLS ROTAMETER INJECTOR FLEXIBLE COUPLING MIXER DRAIN AIR VENT BLIND FLANGE, CAP OR PLUG STRAINER REDUCER OR INCREASER FLAP GATE HOOK UP VARIABLE STROKING SPEED FLEXIBLE TUBING [ l / H p H f ),___ SLUICE GATE (NORMALLY OPEN) SLUICE GATE (NORMALLY CLOSED) CALIBRATION CHAMBER PULSATION DAMPER FABRICATED SLIDE GATE SIGHT GLASS GAUGE WITH COCK PRESSURE SWITCH DIAPHRAGM SEAL ANNULAR DIAPHRAGM SEAL AIR, WATER, HYDRAULIC OR ELECTRICAL SUPPLY IDENTIFICATION AND REFERENCE SYMBOLS WATER SURFACE ELEVATION PROCESS LINE REFERENCE '"-'J -----('---__ P_2 __ <_,, PROCESS LINE REFERENCE P10100 TYPE Q 6.P HP CENTRIFUGAL 100 GPM 50 FT 10 EQUIPMENT CALLOUT PUMP OR BLOWER TYPE, FLOW AND HEAD DATA BOX BA HY RW STA PIPING DESIGNATIONS NEW PIPING ~PIPING SYSTEM SYMBOL; ,-_I_, SEE LIST THIS DRAWING (~~4 .. .---'=-SA_c__) PIPE SIZE ______)" BACKWASH AIR HYDRAULIC RAW WATER STARTING AIR NOTES 1. THESE PROCESS SCHEMATICS ARE PRESENTED IN DIAGRAMMATIC FORM TO SHOW PROCESS FLOWS, CONTROL CONCEPTS AND UNIT OPERATING PARAMETERS, AND AS SUCH ARE NOT INTENDED TO SHOW ALL VALVING, PIPING AND INSTRUMENTATION SYSTEMS. "AS BUil T" .Aat'~ L-f}:;,#»Tl,-0(1-,14·1" DATE ~f!l~W\DI BY: \U ~ l~,,. INSPECTOR fsHEol CITY OF CARLSBAD fSHEIBl 1----l-------1--------------------1------1---i-----1----l L_!i_J ENGINEERING DEPARllMENT ~ :=='--'=========================-==~ /1\ '118 /Jt/lLT" DATE INrnAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: LAKE CAI.AVERA REMEDIAL IMPROVEMENTS PROCESS SCHEMATICS, SYMBOLS AND NOTES APPROVED WILLIAl'!...,.E-f_J..UMMER ¢d<'H~ 6 ~r,1•..,, -IZ~//, 126 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/08 DATE DWN BY: DG/Nl(R• I PROJECT NO. I DRAWING NO. CHKD BY: JJ/Ms/rv 3821 411-6 RVWD BY: AB ~-------~~------' 3 <C ENG I N E ER S (058)618-1704 Fax{858)618-5463 aallJ!l!'l!!!!!l!!!l!!!l!!!!"!!!'l!!!~----"'!'!!'l!'!!'l!!!I!'-••--------------------------------------------------------------•-------------------------------------------------------------------------' C: \DWG12\CLSB IP.DWG 12/12/94 0 C 0 0 E E ~ 0 c-1 0 (L I HYDRAULIC OIL RESERVOIR ATMOSPHERIC ATMOSPHERIC -8 GEAR PUMP ,--- ~ ( 3L4" HY ~ ACCUMULATOR . l AIR>- . . -. / l I '-/ , '- AIR>-• '- RECIPROCATING COMPRESSOR (2) • ( 3L4" HY ) -l ) I ' . . • 5 GAL RECEIVER AIR TANK ~ -. -' - 400 GAL RECEIVER AIR TANK C ( 3L4" STA) .. -. "" 90 GAL RECEIVER AIR TANK s ( 3L4" HY ) r-.._ ( 3L4" HY ) ., -V, • ( 3L4" HY ) s ( 3L4" HY ) ( 3L4" HY ) -- ,. ( 3/4" HY ) s . . ( 3L4" HY ) ( 3L4" HY ) •• ( 3L4" HY ) ( 3L4" STA) -~ p ~ --ckl ( 3" BA ) • ( 3L4" STA) ., ~ p ~ ( 3" BA ) :-~ ( 3" BA ) . . ( 3/4" STA) - L§_j p µJ • ( 3" BA ) ~ /1 -1---"-I ( 3L4" STA) lEi ( 3L4" STA) VL ' ( 3L4" STA) s . ( 3L4" STA) . ( 3L4" STA ) -- ' ( 3L4" STA) • ( 3L4" STA) lEi ( 3L4" STA) VL ( 3L4" STA) - )RESERVOIR WATER) . - . INTAKE . • . . 1 )RESERVOIR WATER) . . INTAKE . • ' . ... )RESERVOIR WATER) INTAKE . - . . . - . - - • : H H ' p p I I I ' . I ' 1,' I I I I I I . -I I . l SCREEN . • . H H ' p p I I I • I ' I,' I I I I I -I I . • SCREEN . • ' -H H 7 p p I I I • ' I I , I I I I I I I I SCREEN - • . . . . ( 24" RW ) •• ' ( 24" RW ) OUTLET PIPE ( 24" RW ) - - - 3 "' ' ..-N '-- ., - 3 "' ' ..- N '-----\ - 3 "' ';,- N '-- • k • r - 3 "' ' 0 n '-- OUTLET BOX DISCIPLINE DWG NO P2 "AS BUILT" ~~ r:_ gh»m.-.. tJ.9-/4•14 P.E ,ZQ/}u EXP. 3•3/•al,. DATE REVIEWED BY: w Jt.L... LL(&,, INSPECTOR DATE t----+--+----------1-----1----1--L_J ~ CITY OF CARLSBAD I SHEETS I LJ..§_J ENGINEERING DEPARTMENT 38 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS OUTLET VALVE SYSTEM PROCESS FLOW DIAGRAM APPROVED WILLIA~!LUMMER 1----1--+----------------l---+---l.--j_ _ __J ,a1/(~-; . ...: ~ .. ,._,__, /2-//. "' DEPUrr c,rr ENGINEER PE 28176 EXPIRES 3/31/08 DATE CG L ''.4.9·Lj{J/lT'' •• LJ y 1m,w□ RL□TRA□E □RIVE,su1T£112 DATE INITIAL DWN BY: DG/NL/RM PROJECT NO. I c, f-SAN DIEGO, CALIFORNIA 92128 DATE INITIAL DATE INITIAL DRAWING NO . 3<>: ENGINEERS IOSB)619-170<Faxl0SBl618-5463 ENGINEER OF WORK REVISION DESCRIPTION CHKD BY:JJ/MS/TV 3821 411-6 oo~~~lffl~~----~~ffl'!l'"'"-'----------------------------------------------------------------------------~=====~================O=IB:E:R:A:PP:RO:V:~::C:lrr:A:P:PR:0:VA:L:::R:V:~:B:Y:::A:8::~~==~~~=:=:~~~ C, \DWG12 ClSB-IP.DWG 12/12 94 ',1 042007 N C 0 0 E E 0:: ~ ::, u 0 --' OJ UVJ 3<Q_ q~ NI o+ <{ 0 ,+ ~N ON <{ 1 -1- "' 0 I. + "' N--' NOJ ,i /I-~ <O I !:. ox ,. o I ~ N + <i:i lo :g O "'i" ~ -N .. ~ ~N Ii .. t :, VJ 1 ~~ ox g ~ 1 i E 0 0 -IX) 0 + u .. IX) "' -" 0 <O !---' 0 lo +N 0 i-~,.: NN Na. /"' 0.: (/) • ro I + CATHCAIIT GAIICIA VON LANGEN ,.. .32'-o" --.. ----------------------------------'--=-------''----------------------------1" ~ A3 I / II ,T ::1:1:=:=1=-:~-=-~::~v -iL ----; 11--rl._____,_~____,_I ~-I/ : 11 I I \ I I i 4 ""1-------,~--.----111~1--+-W I \ I - I I _,, I I I I I I I II 'r\J~L-~IL--1,------1-J'---II '\ ,_ ASPHALT : ~l~~-~l~yr~~~SHINGL~ : 11,r-i---.-l --------'----.-1---+-'--I' I \ I RIDGE CAP I I I 4 -GUTTER ROOF PLAN SCALE: 3/8" = 1' f-------- 7'-4" I 3'-4" - ~- --- I 1" THICK EXPANSION~• JOINT ' ~ 8" CMU QJ~ CONTROLS ROOM ' • ~ ro 8 I 1 ·+ .. ... ~ ~ , A3 - I I - 0}J ~3/ 8" 3'-4" 2·-0· 2'-8" --- \ __ 5' SIDEWALK ' TYPICAL SEE DETAIL 9/A3 LEGEND CD @ IT] DENOTES DOOR NUMBER PER SCHEDULE ON SHEET A2 DENOTES LOUVER OR VEN Tl LA TOR LETTER PER SCHEDULE ON SHEET A2 DENOTES FINISH NUMBER PER SCHEDULE ON A2 - OATE INITIAL ENGINEER OF WORK 32 -0 --• 21'-4" - I 2'-8" 10'-8" ---'---------- 0}J I I I I MECHANICAL ROOM @[I] ---- 6'-8" 8'-0" ?~' flss,0 Q ,,,-1 ,~/&, . BAss;-o < II' ,.; I~ ~ 't, .. ~ (i) FLOOR PLAN i:; NO. C51335 i UI '" It-EXP. JUNI' 30, 2001 Ill SCALE: 318" = 1' .. ,t,&. ,l> • II' ""' 4(',; r-, C, l". C/VI\. ¥' ~ 0~ 0~ CA\.lf DISCIPLINE DWG NO A1 "AS BUil T" J,; -~~ , (22-J+ ·L, ~ PE. Zf/.1.2~ EXP. ~~lf•lZ... DATE REVIE'lQ: l ""p,,"" a-11-r.o &~) INSPECTOR ,-DATE L!r] CITY OF CARLSBAD m 6 ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS OPERATIONS BUILDING PLANS APPROVED f11'2A;F_:7"4UMM:;0 .ak1", /2-ll•f/6 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/08 DATE II\ 1'1/S /3tl/LT'' OWN BY: DC/NL[Rij I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JJ,:1,4S/TV REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: AB 3821 411-6 I .. CGv L 12396 WORLD TRADE DRIVE. SUITE 312 --g I:; SAN DIEGO, CALIFORNIA 92128 > -.. E NG I N E E RS (858)618-1704 Fax!BS8)618-5463 ~00~==-=---~ffl"'...& _____________________________________________________ ..:::::::::::::::::======================::.1 C: DWG12 QSB-IP.DWG 12 12/94 1 ' -. . 1 '~4'2007 J N 0 C 0 0 E E "' uJ "' ::, () 0 _J ro o"' ,.g, ox NI ov <(0 I v ~N ! oN <( I ( v ~"5 t NOO ~ /f- <D I I ox 01 I N-,. lo ov -N • ~N j ~ .. :, "' "'b ~ -"' I ox C 5-" :;, E > " -""o 0 "1 0 .. OJ " _.. " '"' j -Jo lo vN 0 i /. v" NN Na. /o, i n.: VJ 0~ 3 <( .. 00 EXHAUST FAN DAMPER C 3 MOTION _/ SENSORED FLOOD LIGHT RIDGE CAP /ASPHALT [TI / SHINGLES MC 12x10 FASCIA[}] 6 TYPICAL SHAPE ENDS OF "MC" TO COVER GUTTER, TYPICAL TOP OF PLATE I I I I I I I I I I I 11 I -------. -' ' I I I I I I I I I I I I I I I I I I I I I I I · 8" CMU BLOCK[J] II / TYPICAL .. I; A~ 41 ASPHALT rn /-SHINGLES 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 □---· MOTION SENSORED FLOOD LIGHT , . I I I I I I I I I I I I I I I I I I -=i1 I I I I I r I GUTTER 2 SYSTEM TYPICAL C A3 7r1 ' I LT_J[~ ' / ' ~DOWN ' I / ' SPOUTIT] MARK CAIHCARI GARCIA CD CD VON LANGEN ~-L~ =i ... SOUTH ELEVATION SCALE: 3/8" • 1' LEGEND CD @ IT] DENOTES DOOR NUMBER PER SCHEDULE ON SHEET A2 DENOTES LOUVER OR VENTILATOR LETTER PER SCHEDULE ON SHEET A2 DENOTES FINISH NUMBER PER SCHEDULE ON A2 DOOR SCHEDULE SIDEWALK, TYPICAL SEE DETAIL E/A3 8" CMU BLOCK [J] TYPICAL TOP OF PLATE ' I[[[[ ' ~--·-· -' I ' 11 IC .. / J i . / • 11 IC OJ / I / I "' ~ C //~ II II \ '°""'©'1 DOOR CDW DOWN SPOUTIT] / ' / ' DI I / ' / ' I II / ' ' / ' J?L I . l r~J ' ' / ' / 701 I ' / ' / ..:JI I L /II C··-'< J II 11 < ~' I l .. \ ' / II II WEST ELEVATION \ ,oo~, (o;l_2J ="" SCALE: 3/8" • 1' DOOR (DIT] TYPICAL RIDGE CAP[TI A 4 ' ro I "' EAST ELEVATION SCALE: 318" • 1' O ___....-MOTION SENSDRED FLOOD LIGHT / / / / / / / / 8" CMU BLOC~ - TYPICAL '~--'-'-' LOUVER@}] DOOR CDW OPN'G SIZE TYPE FRAME HARDWARE w H 3' -4" 7'-4" 3'-0" x 7'-2" x 1 3/4" SL-16 ALUMINUM SL -260 2" -STOREFRONT FUNCTION MORTISE LOCK PER 'SCHLAGE' L9070P-03A-US26D W/APPROVED CllY LOCK TUMBLERS FLUSH ALUMINUM DOOR: HEAD A/A3, FACE x 6" DEEP -SECURllY HINGES STANDARD WT S.S. 'HAGAR' B 1191-NRD 4 1/2 x 4 1/2-USD (4 EA PER DOOR) JAMB B/A3, THRESHOLD D/A3 -'REESE' 772D WEATHERSTRIP -BUILDERS BRASS WORKS FLR DOOR STOP F9078X 6' -8" 6'-8" 2-3'-2" x 6'-6" x 1 3/4" SL-16 ALUMINUM SL-260 2" -STOREFRONT FUNCTION MORTISE LOCK PER 'SCHLAGE' L9070P-03A-US26D W/APPROVED CllY LOCK TUMBLERS FLUSH ALUMINUM DOORS: HEAD FACE x 6" DEEP -SECURllY HINGES STANDARD WT S.S. 'HAGAR' BB 1191-NRP 4 1/2 x 4 1/2-US320 (4 EA PER DOOR) A/A3, JAMB B/A3, THRESHOLD D/A3 -'REESE' 772D WEATHERSTRIP -BUILDERS BRASS WORKS FLR DOOR STOP F9078X-US26D -BUILDERS BRASS WORKS FLUSH BOLT 5021-12"-US26D AT BOT; BOLT 5121-18"-US26D AT TOP DATE INITIAL CCV L 12396 WORLD TRADE DRIVE, SUITE 312 SAN DIEGO, CALIFORNIA 92128 ENG I N E E RS !8581618-1704 Fai<{858l618-51+-63 ENGINEER Of WORK C: DWG12 CLSB-IP .DWG 12/12/94 DOWN SPOUT 2 TYPICAL 5' WIDE SIDEWALK, TYPICAL SEE DETAIL E/A3 /1\ ''ll8 f3tl/LT" MARK @ ® © MARK [J] [I] QJ [I] rn REVISION DESCRIPTION ,.r-ASPHALT [TI / SHINGLES r MC 12x10 FASCIA [I] 6 TYPICAL FLOOD LIGHT -~ I I .. L . lJI I . I l __ [[ ..7 II I NORTH ELEVATION SCALE: 318" • 1' WINDOW/LOUVER/VENTILATOR SCHEDULE OPN'G SIZE TYPE w H 2'-8" 2'-8" 8 X 8 X 4 GLASS BLOCK 1 '-0" 1 · -o" LOUVER 1 '-0" 11-011 WALL MOUNTED FAN & DAMPER, 1/A3 FINISH SCHEDULE FINISH SPLIT FACED CONCRETE BLOCK MASONRY UNITS, 8x8x16 SHAPE ENDS OF "MC" TO COVER GUTTER, TYPICAL SIDEWALK, TYP 8" CMU BLOCK [J] TYPICAL COLORS: RCP BLOCK & BRICK-PADRE W/BLACK CINDERS; MORTAR-GREY HIGH-GLOSS PAINT PER SPECIFICATIONS SECT. 09900 COLOR: 'SEDONA' BY SINCLAIR LOUVER WITH FACTORY APPLIED BAKED ENAMEL FINISH COLOR: 'PATINA' BY SINCLAIR CLEAR 'THICKSET' GLASS MASONRY BLOCK UNITS, 8x8x4 'DECORA' PATTERN BY 'PC GLASS BLOCK' ASPHALT SHINGLES (ORGANIC FELT GRANULED SURFACE) lYPE 1 COLOR: 'DOVE GRAY' (BY CERTAIN TEED CORP.) l'oF e ss10 ~ -1,.,, DISCIPLINE DWG NO A2 ~ pi... BAss►, < "AS BUILT" 1V' OG-~ -,._ ~ Q J NO.C5133e Z /47~.,J & ~'k" , ll,~"" ~ . O'l-/4•/(2 • ~ CIVIC~;y P.E. '2t1n, EXP. J-~l-l1.. DATE , ~ Op CALlftl"". REVl:u: BY: /,o lA L&~ &-ll -tb INSPECTOR DATE ~ CITY OF CARLSBAD w 7 ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS OPERATIONS BUILDING ELEVATIONS APPROVED WILLIAM ~MER j'<JL<4. ~ ·: e:u,, ~11-a, DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31 /08 DATE OWN BY: DG{]Lf'.'.Rt-.1 I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JJ/MS/lV 01HER APPROVAL Cl TY APPROVAL RVWO BY: AB 3821 411-6 N 0 C 0 0 E E ~ a ,,; 0 <( I ... ! ~ Y. I-N ..J Nm _.,.,,_ <D I ,; Ox -< O I ~ N '4--_Jo : 0""" J!! ~ N ~ i~ ~ :, (J1 I' (/) b -"' ax C l i ~ E a a · ___,,, --FAN PER MECH'L CAULKING, T & B ------1\ /v DRAWINGS I I / I I I / I V I fl I· I I . 05o" ALUMINUM I / \ I FLASHING AT SILL~ l/ \I OF OPENING ~r5--,;;;-,il;,,,-FINISH □ -~ I EXTERIOR I I INTERIOR I FAN / DAMPER • SECTION 3"=1'-0" MASONRY ANCHOR ( 3 PER HEAD ) I EXTERIOR I CAULK----~ 13// HOLLOW ---.,_ METAL DOOR 1 A1 I INTERIOR I CAULK DOOR FRAME ~-WEATHER STRIPPING DOOR HEAD DETAIL A 1 1/2"=1'-0" A2 1 __ WIDTH AS SPECIFI_E_D_--i1__.1/4" '!'O I <O WWF 6X6-W4XW4 CENTER IN SLAB JOINT FILLER REQUIRED BETWEEN ADJACENT CONCRETE SURFACES 4" AGGREGATE BASE NOTE: PROVIDE 1/8"X 1/2" DEEP JOINT EVERY 4 FT AND FULL JOINT WITH PREFORMED JOINT FILLER EVERY 20 FT. CONCRETE WALK DETAIL E A2 o~1-------------u co " " a <D _J 0 lo ... N 0 I-~r---:- N N N Q. ~ ,.,..-., ~ a:"' CATHCART GARCIA VON. LANGEN RIDGE CAP PER PLAN AND SCHEDULE· PER PLAN AND ~-ADD'L LA YER OF SCHEDULE FELT OVER RIDGE NAILER AS WEATHER BLOCK PER PLAN RIDGE BEAM PER PLAN RAFTERS AT RIDGE BEAM SECTION 3"=1'-o" I INTERIOR I MASONRY ANCHOR ( 3 PER JAMB ) 2 A1 DOOR FRAME ,_-WEATHER STRIRPING I EXTERIOR I 13/. " HOLLOW -~ Mf.tAL DOOR DOOR JAMB DETAIL B 1 1/2"=1'-0" A2 .063 AL FLASHING FINISH0 ALUMINUM GUTTER SYSTEM PER LU '\!!} 16d GALV@ 1'L O.C. 2x P.T.D.F. RIP TO MATCH DEPTH W/ BOT OF NAILER & TO FORM TOP TO FOLLOW SLOPE 114 x 4 1/£ CTRSK. HEAD S.S. 316 2 ROWS WOOD SCREW @ BN 32" o.c. -~ # 10 x S' CTRSK. HEAD S.S. 316 WOOD SCREW@ 1 'L o.c. 2x8 P.T. DFL CONT . CHANNEL FASCIA PER ELEVATIONS 4x CONT. NAILER SAWCUT TOP OF WALL TO FORM SLOPE PER PLAN CMU WALL ALUMINUM GUTTER RAFTERS AT CMU WALL SNAP-OVER FASCIA SECTION 1 "=1 '-0" SUPPORT BRACKET-+---~ & RETAINER 3 A1 GUTTER INSIDE STRAP 1/ .. J_ SECTION 1"=1'-0" DOOR PER SCHEDULE WEATHER STRIPPING , 4 A1 ,t::,.,. . ., A, , ' . , I> . ., A, .. , A A. , ., A A. A. , ALUMINUM GUTTER SYSTEMr1N1sHW DOOR THRESHOLD DETAIL 3"=1'-0" C DETAIL A2 D A2 DISCIPLINE DWG NO A3 "AS BUil T" ,ft?~ & ~A141ct.--ll9-l4•M P.r Z9!76 EXP. 3-31-a DATE REVIEWtBY: u_)J Ml- INSPECTOR fsHw7 CITY OF CARLSBAD I SHEETS I 1----+---+--------------+----t--+----+----1 ~ ENGINEERING DEPARTMENT 38 l----+---+--------------+----t--+----+----1 1----+---+--------------+----t--+----+----1 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS ARCHITECTURAL STANDARD DETAILS AP~~'1=! . WILl,IA_h?-UMMER 1----+---+-----------------1--+----+----1 . ~, ~ ~,,.,___, 1a-11-i,.c DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/08 • DATE ~====:===::::==~"4~6~-:8,~V,~1/t~T:'.::"=================:===::1====:====;~===-! DWN BY: DG/NL/RM DATE INITIAL DA TE INITIAL DATE INITIAL C 8 fM / REVISION DESCRIPTION 1---~--t--~---1 RHVWKDD BYY:. JJ AsB rv ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL PROJECT NO. 3821 I DRAWING NO. 411-6 ~~-0 ~ CCV L 1239:A~o;~~o~~~~F~:~!· !~\~i 312 I 3: <( E NG I N E E RS (858)618-1704 faK(8SB)618-51.6:I aa~!!!!!!l!'!!!'!!!'!""""~----~i!'!!"!!"""" ________________________________________________________________________________________________________________ _,. • DWG12 CLSB-IP.DWG 12/12 94 042001 N 2 " o> u ~ I J, VJ 0 z ? i's ::i. a:: i::? 0 :, "' ~ _J '.:;,I:!! ~I VJ~ /VJ .2cn :Ho. VJW a:: EX $ 2E !? 0 ON GENERAL NOTES: 1. THE PROJECT SPECIFICATIONS SHALL BE PART OF THE CONTRACT DOCUMENTS. 2. THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. 3. THE CONTRACTOR SHALL REVIEW EXISTING CONDITIONS ON THE SITE DURING THE BIDDING. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES PRIOR TO PROCEEDING. 4. UNLESS OTHERWISE SHOWN OR NOTED, All PHASES OF WORK ARE TO CONFORM TO THE MINIMUM STANDARDS OF THE CALIFORNIA BUILDING CODE (1998 EDITION U.B.C.), RELATED UNIFORM BUILDING CODE STANDARDS (1997 EDITION), AND ANY A.S.T.M. SPECIFICATIONS WHICH THESE STANDARDS ARE BASED. WHERE CONFLICT BETWEEN BUILDING CODES AND SPECIFICATIONS OCCUR, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. 5. All AS.T.M. DESIGNATIONS REFERRED TO ON THESE DRAWINGS SHALL BE THE LATEST ADOPTED OR REVISED SPECIFICATION, AS OF THE DATE OF THESE DRAWINGS. 6. All DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS. DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES. 7. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 8. THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL REQUIREMENTS. REFER TO CIVIL, ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS, SUCH AS: A SIZE ANO LOCATION OF ALL OPENINGS. B. SIZE AND LOCATION OF ALL NON-BEARING WALLS. C. SIZE AND LOCATION OF ALL CONCRETE CURBS, WALKS, ROOF AND FLOOR DRAINS, SLOPES, DEPRESSED SLAB AREAS, ETC. D. FLOOR, ROOF AND WALL FINISHES. E. DIMENSION NOT SHOWN ON STRUCTURAL DRAWINGS. 9. THE STRUCTURAL CONTRACT DOCUMENTS ANO SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 10. NEITHER THE OWNER NOR THE ARCHITECT/STRUCTURAL ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE SAFETY ITEMS. 11. SATISFACTORY EXECUTION OF CONSTRUCTION IS DEPENDENT UPON CONFORMANCE WITH THE INTENT OF THESE DRAWINCS. CONTRACTOR SHALL RETAIN A CALIFORNIA LICENSED CIVIL OR STRUCTURAL ENGINEER DURING CONSTRUCTION TO OBSERVE THE CONSTRUCTION AND STATE TIHAT TIHE STRUCTURE HAS BEEN BUILT IN GENERAL CONFORMANCE WllH THE INTENT OF THESE DRAWINGS. 12. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD FOR EACH PARTICULAR LEVEL. WHEN WEIGHT OF MATERIALS OR EQUIPMENT MAY EXCEED DESIGN LOAD, STRUCTURAL SYSTEMS SHALL BE SHORED. 13. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK. THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. s~--------------Jl - 0 <O _Jo lo "'"' 0 ~a "'"' ~§ CL --, .. CG V L 12396 WORLD TRADE DRIVE, SUITE 312 (j ~ SAN DIEGO, O,LJF0RNIA 92128 ~ ~ E N G-I N E E R S !858)618-1101. fa)(/858)618-5463 C: \DWG12\CLSB-IP.DWG 12/12/94 FOUNDATION: 1. ATTACH ONE COPY OF SOILS REPORT TO THE APPROVED SET OF CONSTRUCTION DOCUMENTS. SOILS REPORT SHALL BE PART OF THESE NOTES. PRIOR TO THE POURING OF CONCRETE AND PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE GEOTECHNICAL ENGINEER SHALL INSPECT ANO APPROVE THE FOOTING EXCAVATIONS. HE SHALL POST NOTICE ON THE JOB SITE AND ADVISE THE BUILDING INSPECTOR IN WRITING THAT THE WORK SO INSPECTED MEETS THE CONDITIONS OF THE REPORT. A WRITTEN CERTIFICATION TO VERIFY THAT: A THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. 2. SOILS REPORT PREPARED BY: NINYO & MOORE GEOTECHNICAL & ENVIRONMENTAL SCIENCES CONSULTANTS PROJECT NO. 104468001 DATED NOVEMBER 19, 2002 3. SOIL REMOVAL AND RECOMPACTION SHALL BE DONE PER SOILS REPORT RECOMMENDATIONS UNDER GEOTECHNICAL ENGINEER'S SUPERVISION AND INSPECTION. 4. TYPE OF FOOTING: A SHALLOW FOOTlt-,IG SYSTEM MINIMUM EMBEDMENT 18" BELOW LOWEST ADJACENT GRADE. DESIGN SOIL PRESSURE: FOOTING TYPE SPREAD FOOTING CONTINUOUS FOOTING STATIC BEARING PRESSURE 2,000 P.S.F. 2,000 P.S.F. 5. SLAB BASE AND COMPACTION TO BE IN ACCORDANCE WITH SOILS REPORT. 6. NO PIPES OR DUCTS SHALL BE PLACED IN SLABS OR WALLS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER. 7. FOR All DIMENSIONS, CURBS, SLAB DEPRESSIONS, STEPS, FLOOR DRAINS, FLOOR SINKS, TRENCHES, UNDERFLOOR DUCTS AND CONDUITS, SEE ARCHITECTURAL, MECHANICAL, REFRIGERATION, AIR CONDITIONING, PLUMBING, ELECTRICAL, AND FOODSERVICE DRAWINGS, TRENCH BACKFILL AS PER SOILS REPORT REQUIREMENTS. 8. ALL WALLS RETAINING EARTH SHALL DRAIN TO DAYLIGHT OR OTHER DRAINAGE. 9. All ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 10. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN AREAS TO BE EXCAVATED BEFORE BEGINNING EXCAVATION. EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING. DAMAGE CAUSED AS A RESULT OF FAILING TO EXACTLY LOCATE AND PRESERVE All EXISTING UNDERGROUND UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 11. THE CONTRACTOR SHALL PROVIDE FOR THE DESIGN, APPROVALS, PERMITS, INSTALLATION AND MONITORING OF All CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN TEMPORARY EXCAVATIONS. 12. ALL PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE SHALL HAVE ADEQUATE DRAINAGE OF SURFACE WATER TO PREVENT SATURATION OF SOIL UNDER FOUNDATION. 13. 1998 C.B.C. SEISMIC SOIL CATEGORIZATION (SECTION 1636.2) SEISMIC ZONE: 4 ZONE FACTOR: 0.4 SOIL PROFILE TYPE Sc REINFORCING STEEL: 1. All REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE U.B.C., AND THE "MANUAL OF STANDARD PRACTICE" BY THE C.R.S.I. OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. 2. REINFORCING BARS SHALL CONFORM TO AS. T. M. A-615, DEFORMED GRADE 60, EXCEPT #3 BARS MAY BE GRADE 40. REINFORCING BARS THAT ARE TO BE WELDED SHALL CONFORM TO AS.T.M. A-706, DEFORMED GRADE 60. 3. WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH A.S.T.M. A-706 WITH LOW HYDROGEN ELECTRODES AND SHALL CONFORM TO U.B.C. STANDARD 19-1 AND STRUCTURAL WELDING CODE REINFORCING STEEL BY AN.S.I. / AW.S. 01.4. MINIMUM TENSILE STRENGTH OF WELD METAL SHALL BE 90 K.S.I. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. 4. All REINFORCING BAR BENDS SHALL BE MADE COLD, UNLESS OTHERWISE PERMITTED BY THE BUILDING OFFICIAL. 5. WELDED WIRE FABRIC SHALL CONFORM TO AS.T.M. A-185, AND SHALL BE LAPPED 1 SPACES AND 12" MINIMUM. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE LAPPED WITH THE SAME GRADE, SIZE, SPACING AND NUMBER AS THE VERTICAL REINFORCEMENT, RESPECTIVELY. 7. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. 8. All VERTICAL REINFORCING SHALL BE CONTINUOUS BETWEEN TWO LEVELS, UNLESS NOTED OTHERWISE. 9. SLAB ON GRADE REINFORCING SHALL BE POSITION AT MID-DEPTH, UNLESS NOTED OTHERWISE. 10. PROVIDE #3 SPACER TIES AT 2' -6" ON CENTER IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING BARS IN PLACE, U.N.O. 11. All REBAR SIZES ON THESE DRAWINGS ARE IN POUND -INCH UNITS. 12. PIPING AND CONDUIT SHALL BE SO FABRICATED AND INSTALLED THAT CUTTING, BENDING, OR DISPLACEMENT OF REINFORCEMENT FROM ITS PROPER LOCATION WILL NOT BE REQUIRED. AC.I. #6.3.12 DESIGN BASIS: CODE: 1998 C.B.C. (CALIFORNIA BUILDING CODE TITLE) CCR, TITLE 24, PART 2 GRAVITY LOADS: 1. ROOF LIVE LOAD ROOF DEAD LOAD LATERAL LOADS: 1. SEISMIC ZONE 4 16 P.S.F. 25 P.S.F. SEISMIC SOURCE TYPE A DISTANCE TO CRITICAL SOURCE > 5 Km Z = 0.4 Co = 0.40 No = = 1.0 Cv = 0.56 Nv = 1.0 R = 4.5 SEISMIC BASE SHEAR: V = 0.318W (ULTIMATE DESIGN) V = 0.227W (ALLOWABLE DESIGN) 2. BASIC WIND SPEED & EXPOSURE: 70 M.P.H. EXPOSURE "B" CONCRETE: 1. All CONCRETE WORK SHALL CONFORM TO All REQUIREMENTS OF AC.I. 318-LATEST EDITION "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS CONTAINED HEREIN OR SHOWN ON THE DRAWINGS. 2. All CONCRETE SHALL BE 150 P.C.F. HAROROCK, MIXED PER A.S.T.M. C-94, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 DAYS. 3. THE MAXIMUM SIZE AGGREGATE IN FOUNDATION AND MASS CONCRETE WORK SHALL BE 1 INCH. THE MAXIMUM SIZE AGGREGATE IN SLABS ON GRADE, WALLS, AND All OTHER CONCRETE SHALL BE 3/4" INCH. 4. CEMENT SHALL CONFORM TO A.S.T.M .. C-150, TYPE V, LOW ALKALI. AGGREGATES FOR NORMAL WEIGHT SHALL CONFORM TO A.S.T.M. C-33. 5. ADMIXTURES AND COLORS (EXCEPT AS NOTED HEREIN) SHALL NOT BE USED UNLESS SUBSTANTIATING DATA IS SUBMITTED TO AND ACCEPTED BY THE ENGINEER AND ARCHITECT OF RECORD. 6. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY. THE MIX DESIGNS SHALL CONFORM TO U.B.C. SEC. 1905. UNLESS NOTED OTHERWISE. 7. NON-STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL BE GALVANIZED OR PAINTED. All DAMAGED GALVANIZED AREAS SHALL BE REPAIRED PRIOR TO EMBEDMENT. 8. PROVIDE 2-#5 DIAGONAL BARS AT CORNERS OF WALL, FLOOR, AND ROOF OPENINGS AND INSIDE CORNERS OF FLOORS. 9. PROVIDE WATERSTOPS IN ALL BELOW GRADE FOUNDATION WALL CONSTRUCTION JOINTS. 10. READY MIXED CONCRETE SHALL CONFORM TO (A.S.T.M. C-94). 11. PLACEMENT OF CONCRETE SHALL CONFORM TO A.C.I. 304. CLEAN AND ROUGHEN TO 1 / 4" AMPLITUDE FOR ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED. 12. All EXPOSED CONCRETE SHALL HAVE A SMOOTH FORM FINISH USING B-B PLYFORM, CLASS I, EXT-AP.A. PLYWOOD. 13. All SLABS SHALL HAVE A TROWELED FINISH EXCEPT AS NOTED ON THE DRAWINGS. 14. All REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 15. IF THE CONTRACTOR DESIRES TO MAKE ANY CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THESE DRAWINGS, HE SHALL SUBMIT DETAILS OF CHANGES TO THE ENGINEER OF RECORD FOR REVIEW BEFORE STARTING WORK. 16. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOUNDATION STEEL OFF THE GROUND. 17. PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS, U.N.O. 18. SLEEVE PLUMBING OPENINGS IN SLABS WITH NON-CORROSIVE SLEEVE BEFORE PLACING CONCRETE AND BEND REINFORCING AROUND SLEEVES. 19. ALL REINFORCING BARS SHALL BE PROVIDED WITH THE FOLLOWING CONCRETE MINIMUM COVER: FOOTINGS CAST AGAINST EARTH FORMED CONCRETE EXPOSED ' TO EARTH OR WEATHER BEAMS AND GIRDERS WALLS COLUMN TIES SLABS (#11 AND SMALLER) 3" 2" 1 1/2" 1 1 /2" 1 1/2" 3/4" 20. CONCRETE CURING: TYPICALLY REQUIRED FOR 10 DAYS. IL . SIMON WONG ENGINEERING V/\\T\ STRUCTURAL & BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 Son Diego, CA 92131 Tel. (858) 566-Jl 13 Fo,. (858) 566-6844 "AS BUil T" 4f?-,'4J;..,., Z:2-t'HHt• t- P.E ?.atz. EXP._3-3/•/Z,... REVIEW] BY: (g), ,l,U<, ~ INSPECTOR DISCIPLINE DWG NO S-1 t:79-L,,/-·II DATE i----i---t------------+--+--+---1---1 w cITErGINgrNG ~t~~~N~AD ~ t---t---+--------------+-----l--je------1---1 IMPROVEMENT PLANS FOR: LAKE CAI.AVERA REMEDIAL IMPROVEMENTS TYPICAL STRUCTURAL NOTES -1 APPROVED WILLIAM ~L.!JMMER 41t'/a.t. 'f",, ~ .,....,,.....___ /~_,,_;,, t---t----t-,.-Jt\-,,'_;a.:~;:--8{/,=r.1/t;,cT"'''' ---------+-----1--1-----l---1 DEPUTY CITY ENGINEER PE 2817e EXPIRES J/31/08 DATE DWN BY: SMI. I PROJECT NO. I DRAWING NO. ~~~g g~~ g; _ 3821 _ 411-6 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL 011-iER APPROVAL CITY APPROVAL r r ~ C" F F F [Q 0 ~ "' a, ti c,: w VJ :3 LUMBER: 1. STRUCTURAL LUMBER SHALL TO STRESS-MARKED DOUGLAS FIR-LARCH S4S IN ACCORDANCE WITH GRADING AND DRESSING RULE NO. 16 OF THE WEST COAST LUMBER INSPECTION BUREAU (LATEST EDITION). 2. LUMBER SHALL NOT BE BORE OR NOTCHED, EXCEPT WHERE DETAILED. 3. SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY WITHIN 48 INCH OF GROUND SHALL BE PRESSURE TREATED DOUGLAS FIR-LARCH., 4. PROVIDE 2x FIRE BLOCKING AT MID-HEIGHT OF STUD PARTITIONS OVER 8' -6" IN HEIGHT. 5. PROVIDE 2x SOLID BLOCKING AT ALL SUPPORTS FOR RAFTERS, CEILING JOISTS AND FLOOR JOIST EXCEPT WHERE RAFTERS OR JOISTS ARE SUPPORTED BY JOIST HANGERS. 6. ROOF SHEATHING INSPECTIONS SHALL BE MADE PRIOR TO COVERING. ALL STRUT CONNECTIONS SHALL BE COMPLETED PRIOR TO INSPECTION. 7. SEE DRAWINGS FOR SHEAR WALL SCHEDULE, HOLDOWN DETAILS, PANEL LOCATIONS, ETC. SHEAR PANEL NAILING SHALL BE SPACED AT LEAST 3/8 INCH FROM ALL EDGES. 8. METAL CONNECTORS SHALL BE "SIMPSON STRONG-TIE" OR EQUAL, EXCEPT AS SHOWN. FILL ALL HOLES OF THE PREFAB. CONNECTORS AS SPECIFIED BY MANUFACTURER. 9. LUMBER MINIMUM GRADE: A. HORIZONTAL MEMBERS: JOISTS AND RAFTERS PURLINS SUBPURLINS: 2x4 2x6 OR LARGER 6x BEAMS AND LARGER 4x BEAMS AND SMALLER LEDGERS AND NAILERS HEADERS TOP PLATES 8. VERTICAL MEMBERS: 2x4 STUDS, 8' -0" MAX. 2x4 STUDS, 8' -1 • TO 14' -0" 2x6 STUDS AND LARGER POSTS NO. 1 AND BETTER NO. 1 NO. 1 NO. 1 NO. 1 NO. 1 AND BETTER NO. 1 AND BETTER NO. 1 AND BETTER MATCH VERTICAL MEMBERS NO. 1 NO. 1 NO. 1 NO. 1 AND BETTER 10. ALL BOLTS AND LAG SCREWS SHALL HAVE STANDARD CUT WASHERS BETWEEN THE WOOD AND THE NUTS. SEE DRAWINGS FOR LOCATIONS OF PLATE WASHERS AS REQUIRED. BOLTS LAG SCREWS NUTS WASHERS A.S.T.M. A-307 A.N.S.I. B-18 A.S.T.M. A-563 A.S.T.M. F-844 11. LEAD HOLES FOR LAG SCREWS SHALL HAVE THE SAME DIAMETER OF THE SHANK FOR THE UNTHREADED PORTION OF THE SHANK, AND 70% OF THE SHANK DIAMETER FOR THE THREADED PORTION. ALL LAG SCREWS SHALL BE INSERTED BY TURNING WITH A WRENCH AND NOT BY DRIVING WITH A HAMMER. 12. TOP PLATES OF ALL WOOD STUD WALLS SHALL BE TWO PIECE SAME SIZE AS STUDS EXCEPT AS NOTED OTHERWISE, LAP 4' -0" MINIMUM WITH NO LESS THAN 12-16d AND NO MORE THAN SIX INCHES BETWEEN NAILS AT EACH LAP. 13. STRUCTURAL PLYWOOD FOR ROOF AND WALLS SHALL BE A.P.A. RATED AS INDICATED ON THE DRAWINGS IN ACCORDANCE WITH U.S. PRODUCT STANDARD PS 1-74. 14. 15. 16. DOUBLE JOIST SHALL BE PROVIDED UNDER ALL PARALLEL PARTITIONS. ALL BOLTS, LAG SCREWS, AND WOOD SCREWS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF DRYWALL, PLYWOOD, PLASTER, ETC. JOISTS MORE THAN 8 INCH DEPTH SHALL BE CONTINUOUSLY BRIDGED BY SOLID BLOCKING, 2 INCH THICK AND THE FULL DEPTH OF THE JOIST, SPACED AT 8' -0" ON CENTER. 17. ALL NAILING SHALL CONFORM TO TABLE NO. 23-11-8-1 NAILING SCHEDULE, USING COMMON WIRE NAILS. PREORILL ALL NAILS 20d AND LARGER AND WHERE REQUIRED TO PREVENT SPLITTING. 18. THE MOISTURE CONTENT OF WOOD MEMBERS SHALL NOT EXCEED 19%, BEFORE INSTALLATION. IT WILL BE THE RESPONSIBILITY OF THE INSPECTOR OF RECORD TO VERIFY THAT THE CONTRACTOR HAS SUPPLIED LUMBER OF THE PROPER MOISTURE CONTENT BEFORE INSTALLATION. THE USE OF A HAND HELD MOISTURE CONTENT METER IS ACCEPTABLE. CCV L 12396 WORLD TRAOEORIVE, SUITE 312 (j 0 SA!-4 DIEGO, CALIFORNIA 92128 NAILING SCHEDULE CONNECTION NAILING 1 JOIST to sill or girder, toenail 3-8d BRIDGING to joist, toenail each end 2-8d 1 • X 6" (25 mm X 152 mm) SUBFLOOR or less to eoch joist, face nail 2-8d WIDER than 1 • X 6' (25 mm X 152 mm) SUBFLOOR or less to each joist, foce nail 3-8d 2' (51 mm) SUBFLOOR to joist or girder, blind ond foce nail SOLE PLATE to joist or blocking, typical face nail SOLE PLATE to joist or blocking, al braced wall panels TOP PLATE to stud, end nail STUD to sole plate DOUBLE STUD, foce nail DOUBLE TOP PLATES, typical face nail DOUBLE TOP PLATE, lap splice 2-16d 16d al 16" (406 mml o.c. 3-16d al 24' (610 mril o.c. 2-16d 4-8d toenail, or 2-16d end nail 16d al 24' (610 mm) o.c. 16d at 16" (406 mm) o.c. 8-16d BLOCKING between joists or rafters to top plate, toenail 3-8d RIM JOIST ta top plate, toenail 8d at 6' (152 mm) o.c. TOP PLATE, lop and intersections, face nail 2-16d CONTINUOUS HEADER, two pieces 16d al 16" (406 mm) o.c. along eoch edge CEILING JOISTS to plate, toenail 3-8d CONTINUOUS HEADER to stud, toenail 4-8d CEILING JOISTS, lops over partitions, face nail 3-16d CEILING JOISTSto parallel rafters, face nail 3-16d RAFTERS to plate, toenail 3-8d 1 • {25 MM) BRACE to each stud and plate, face nail 2-8d 1 • X 8" (25 mm X 203 mm) SHEATHING or less to each bearing, face nail 2-8d WIDER than 1 • X 8' (25 mm X 203 mm) SHEATHING to each bearing, foce nail 3-8d BUILD-UP CORNER studs 16d al 24" (610 mm) o.c. BUILD-UP GIRDERS and BEAMS 2' (51 mm) PU\NKS WOOD STRUCTURAL PANELS AND PARTICLEBOARD: 2 SUBFLOOR and WALL SHEATHING (to framing): 1/2' (12.7 mm) and less 19/~2 -.3/4' {15mm -19 mm) 7 /8 - 1 (22 mm -25 mm) 1 1/8' -1 1/4' (29 mm -32 mm) COMBINATION SUBFLOOR-UNDERLAYMENT (ta framing): 3/4' (19 mm) and less 7/8" -1" (22 mm -25 mm) 1 1/8' -1 1/4" (29 mm -32 mm) PANEL SIDING (to framing): 2 1/2' (12.7 mm) or less 5/8" (16 mm) FIBERBOARD SHEATHING:7 1/2' (12.7 mm) 25/32" (20 mm) INTERIOR PANELING 1.4 • (6.4 mm) 3/8" (9.5 mm) I. COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED. 20d at 32' (813 mm) o.c. at lop and bottom and staggered 2-20d al ends and al eoch splice 2-16d al each beoring 8 No. 11 go4 6d9 No. 16 ga.8 No. 11 go 4 6d9 No. 16 go. 2. NAILS SPACED AT 6 INCHES (152 mm) ON CENTER AT EDGES, 12 INCHES (305 mm) AT INTERMEOIATE SUPPORTS EXCEPT 6 INCHES (152 mm) AT ALL SUPPORTS WHERE SPANS ARE 413 INCHES (1219 mm) OR MORE. FOR NAILING OF WOOO STRUCTURAL PANEL ANO PARTICLEBOARD DIAPHRAGMS ANO SHEAR WALLS, REFER TO SECTIONS 2315A.3.3 AND 231 SA.4. NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING. J. COMMON OR DEFORMED SHANK 4. COMMON 5. DEFORMED SHANK 6. CORROSION-RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OF SECTION 2304A3. 7. FASTENERS SPACE 3 INCHES (76 mm) ON CENTER AT EXTERIOR EDGES ANO 6 INCHES (I 52 mm) ON CENTER AT INTERMEDIATE SUPPORTS. 8. CORROSION-RESISTANT ROOFING NAILS WITH 7/16-INCH-OIAMETER (II mm) HEAD ANO I 1/1-INCH (38 mm) LENGTH FOR 1/2-INCH (11.7 mm) SHEATHING AND I 3/4-INCH (44 mm) LENGIB FOR 25/32-INCH (20 mm) SHEAIBING CONFORMING TO THE REQUIREMENTS OF SECTION 2304AJ. 9. CORROSION-RESISTANT STAPLES WITH NOMINAL 7/16-INCH (11 mm) CROWN AND I 1/8-INCH (29 mm) LENGTH FOR 1/2-INCH (12.7 mm) SHEATHING ANO I 1/2-INCH (38 mm) LENGTH FOR 25/32-INCH (20 mm) SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION 2J04A.J 10. PANEL SUPPORTS AT 16 INCHES (406 mm) [20 INCHES (508 mm) IF STRENGIB AXIS IN THE LONG DIRECTION OF IBE PANEL, UNLESS OTHERWISE MARKED]. CASING OR FINISH NAILS SPACED 6 INCHES (152 mm) ON PANEL EDGES, 12 INCHES (305 mm) AT INTERMEDIATE SUPPORTS. 11. PANEL SUPPORTS AT 24 INCHES (610 mm). CASING OR FINISH NAILS SPACED 6 INCHES (152 mm) ON PANEL EDGES, 12 INCHES (305 mm) AT INTERMEDIATE SUPPORTS. Summary of Special Inspection 1 Concrete 2 Bolts instolled in concrete 3 Concrete moment resisting space frame 4 Reinforcing steel and prestressing steel 5.1 All structuroJ welding 5_2 Weld lasting ductile moment-resisting steel frame 5.3 Welding reinforcing steel 6 High-strength bolting 7 Structural masonry 8 Reinforced gypsum concrete 9 Insulating concrete fill 10 Spray-applied fireproofing 11 Deep foundations (piling, drilled pier5 & caissons) 12 Shotcrete J.1 Verify soil conditions are substantially in conformance with the soil investigation report J.2 Verify thot foundation excavations extend to proper depth and bearing strata J.J Provide soil compaction test results, depth of fill, relative density, bearing values J.4 Provide soil expansion test results, expansion index, recommendations for foundation, on grade noor slob design for eo<:h building site 14 Smoke control system 15 Special cases (describe) 16 Off-site fabrication of building components 17 Other structural inspections 05 required by designer No. DESCRIPTION OF TYPE OF INSPECTION R£0UIRED, LOCATION, REMARKS, ETC. ues,gn Strength 2 CONCRETE (All CONCRETE, U.N.O.) ALL BOLTS INST/>LLED IN CONCRETE F'c = 3,000 P.S.I. 4 PLACEMENT OF REINFORCING STEEL AT CONCRETE 7 STRUCTURAL MASONRY F'm = 1,500 P.S.I. 13.1 SOIL ENGINEER TO VERIFY CONOITIONS ANO DEPTH OF FOUNDATIONS ANO PROVIDE COMPACTION REPORT 13.2 13.J 13.4 SOILS REPORT 8Y NINYO & MOORE GEOTECHNICAL & ENVIRONMENTAL SCIENCES CONSULTANTS a. The special instructions listed are in addition to the called inspections required by section 108 of the U.B.C., os amended. Special inspe<::tion is not o substitute for inspedion by o city inspector. b. Continuous inspection is olwoys required during \he performance of the work unless otherwise specified. When work in more than one category of work requiring special inspe{:tion is to be performed simultaneously, or the geographic location of the work is such that it cannot be continuously observed in accordance with the provisions of U-8.C. section 1701.8.1 It is the o~ent's responsibility to employ a sufficient number of inspectors to assure that all the work is inspected in accordance with those provisions. c. The special inspections must be certified by the city of Son Diego to perform lhe type of inspection specified. Exceptions: 1. Soils inspections by the soils engineer of recc..-d. 2. Smoke control system, by the mechanical engineer of record. 3. IMien waived by the bu~ding official. d. It is the responsibility of the contractor to notify the special inspector or inspection ogency ot least on working day prior to performing any work the requires special inspection. e. Specially inspected work that is installed or covered without the approval of the city inspector is subject to removal or exposure. MACHINE APPLIED NAILING: 1. THE USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL OF THE JOB SITE ENGINEER AND THE DIVISION OF THE STATE ARCHITECT. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. 2. NAIL HEADS SHALL NOT PENETRATE THE OUTER PLY MORE THAN A NORMAL HAND HAMMER WOULD. 3. EDGE DISTANCES SHALL BE MAINTAINED. SHINERS SHALL BE REPLACED. IF NAILHEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HANO HAMMER, OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY. 4. MACHINE NAILING WILL NOT BE APPROVED FOR PLYWOOD 5/16" OR LESS IN THICKNESS STRUCTURAL OBSERVATION: 1. PER U.B.C. CHAPTER 17 SECTION 1701.6, THE OWNER SHALL EMPLOY A LICENSED ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, OR HIS DESIGNATED ENGINEER OR ARCHITECT OT MAKE SITE VISITS TO OBSERVE GENERAL COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS, SPECIFICATIONS AND CHANGE ORDERS. THE ENGINEER OR ARCHITECT SHALL SUBMIT A STATEMENT IN WRITING TO THE BUILDING OFFICIAL STATING THAT THE SITE VISIT HAS BEEN MADE AND THAT ANY DEFICIENCIES NOTED HAVE BEEN CORRECTED. MASONRY: 1. MASONRY UNITS SHALL BE TYPE II, GRADE N-1 MEDIUM WEIGHT, SLUMP BLOCK IN ACCORDANCE WITH A.S.T.M. SPECIFICATION C-90, F'm = 2,000 P.S.I., USE OPEN END UNITS AT VERTICAL REINFORCING. 2. ALL VERTICAL CELLS SHALL BE GROUTED SOLID IN LIFTS NOT EXCEEDING 8' -0" IN HEIGHT. 3. VERTICAL BARS IN MASONRY UNITS SHALL BE TIED OR OTHERWISE FIXED IN POSITION AT INTERVALS OF NOT LESS THAN 4' -o• AND AT TOP AND BOTTOM. 4. PROVIDE INSPECTION AND CLEANOUT HOLES AT BASE OF VERTICAL CELL GROUT LIFTS WHICH ARE MORE THAN 4' -0" IN HEIGHT. 5. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF GROUT 1 1 /2" BELOW THE TOP OF THE UPPERMOST MASONRY UNITS. 6. MORTAR SHALL BE TYPE S PER CALIFORNIA BUILDING CODE TABLE 21-A WITH A 28 DAYS COMPRESSIVE STRENGTH OF 2,000 P.S.I. 7. REINFORCEMENT WELDING SHALL COMPLY WITH A.W.S. 01.4 (LATEST EDITION). NO FIELD WELDING OF REINFORCING BARS, U.N.0. 8. ALL HEAD JOINTS SHALL BE FULL BUTTERED OR OPEN END MASONRY UNITS SHALL BE USED. 9. GROUT SHALL CONFORM TO TABLE 21-8. A MIXTURE OF CEMENT, SAND, PEA GRAVEL AND WATER WHICH WILL COMPLETELY FILL ALL VOIDS IN THE WALL ANO DEVELOP A 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. 10. REINFORCING STEEL A.S.T.M. A-615, GRADE 60. SPLICE IN REINFORCEMENT SHALL BE LAPPED 48 DIAMETERS MIN. 11. ALL VERTICAL WALL REINFORCEMENT SHALL BE DOWELED TO THE FOUNDATION WITH THE SAME SIZE AND NUMBER OF BARS AS SHOWN IN THE WALLS. 12. PROVIDE ONE INCH MINIMUM GROUT COVER ON ALL BOLTS AND PLATES. 13. HORIZONTAL REINFORCING SHALL BE PLACED IN BOND BEAM UNITS. 14. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS SPECIFICALLY NOTED OR DETAILED. J_ V/\\.,.r, SIMON WONG ENGINEERING '\ '/ '\ r1. STRUCTURAL & BRIDGP: ENGINEERS 9968 Hibert Street, Suite 202 Son Diego, CA 92131 TeL (858) 566-3113 Fax. (858) 566-6844 DISCIPLINE DWG NO S-2 " AS B U I LT" ,¢'~aG h t;:'~H•1!.::, #~/A•/~ P.E 'Z'317C, EXP '.3·3/·IZ DATE ~-t3~(,l) INSPECTOR DATE fsHml CITY OF CARLSBAD ~ f----t--+---------------+-----J--+-----J---J :::LJQ_j=Q==--'::=:::::::E::::N:::::G::::IN:::EE=R=IN::::G:::::::::DE::::P=A=R=TM=E::::N=T==:'...'~==8~ 11\ "45 t.3Ult. T" DA TE INlllAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OIBER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: I.AKE CAI.AVERA REMEDIAL IMPROVEMENTS TYPICAL STRUCTURAL NOTES - 2 APPROVED WILLIAM .1---1:;~MMER q~ -£ ½<t'sl•rr-e /2.~//, ,,,~ DEPUTY CITY ENGINEER PE 28176 EXPIRES J/JI/OB OATE DWN BY: St.IL CHKD BY: EN RVWD BY: EN PROJECT NO. 3821 I DRAWING NO. 411-6 3 <( E NG I N E E R s (858)618~1704 fa1Cl8S8)618-546l □□ ... -----------------------------------------------------------------------------------------------------------------------------------------------· C, \DWC12\ClSB-IP.OWC 12/12/94 042007'' . o> 3 .,, ,...; I :> t3 z ~ <( a: 0 i a: ~ (.) :::, "' fl: _J (/) I!? /1 ~\ii ;;)-(/) "' .. .0(/) CJ u. (/) Lu a: EX 2 7 2E !I 0 Q>/} 11-----------+t------VERTICAL REINF. IJ d'I /WIRE TIE / TYP. • ::i • 11-----------11---<---DWL OR BAR BAR TENSION LAP "Lt" (IN.) "OM PRESSION LAP SIZE ·'c=3,000 P.S.I. 'c=4,000 P.S.I. "Le" (IN.) #3 29 25 12 #4 38 33 15 #5 47 41 19 #6 56 49 23 #7 82 69 27 #8 94 81 30 #9 106 91 34 #10 119 103 39 #11 132 114 43 F'y = 60 K.S.I. NOTES: 1. ALL VERTICAL REINFORCING FOR COLUMN, PIERS AND WALLS SHALL BE DOWELED AS SHOWN, UNLESS NOTED OTHERWISE. 2. DOWELS SHALL BE THE SAME GRADE, SIZE, QUANTITY AND/OR SPACING AS VERTICAL REINFORCING. 3. WHEN "Le" OR "Lt" IS NOT SPECIFIED ON DRAWING, USE TENSION LAP "Lt" TYP. VERT. REINF. -TENSION & COMPRESSION LAP SPLICE 1 o,i; >-a (/) w w :5 <.:l \ ~~~ 6"(.! PIPE MAX. NO SCALE I___..J__.-2-#3 PIN EA. FACE BACK FILL: 1 • -6" 1 \_ z.'iioo=u..'----- PIPE TO BE CLR , :i SLEEVE BY 1/2" co ::i f--,~------,;/-,--~ ALL AROUND '1<-----1----i----'IF--"1< . z O> -~-'=~~"--r-'l<• :i '---,;=--~.-===='~ ~ :::!! #4 @ 12· 2 SLEEVE SLEEVE _j I CONC. FILL TO BE IN PLACE_/ BEFORE FTG. IS POURED. PLACE SAME WIDTH AS FTG. AND FULL WIDTH OF PIPE TRENCH PIPE AT FOUDATION WALL (PIPE IS MORE THAN 2' -6" BELOW FINISH GRADE AND PASS THRU FOUNDATION WALL) TYPICAL PIPE THRU FOOTING 1 /8" MIN. 1 /4" MAX. FORM WITH "BURKE" PLASTIC ZIP STRIP JOINT OR EQUAL, OR SAWCUT WITHIN 24 HOURS OR SLAB POUR WITH JOINT SEALANT SPRAY W/ BONO BEAKER COMPOUND AFTER FORMS ARE REMOVED • N WEAKENED PLANE JOINT (W.P.J.) 1 :4 SLOPE-_.,, • z co :::!! 9" MIN. 5• 6" \_j PIPE NO EXCAVATION FOR PIPE TRENCH PARALLEL TO FTG NOTES: BELOW THIS LINE 1. INSIDE DIAMETER OF SLEEVE TO BE 2" LARGER THAN OUTSIDE DIAMETER OF PIPE 2. SLEEVES SHALL BE NON-CORROSIVE, FILL VOID W/ OAKUM AT EA END. 3. IF PIPE IS IN PLACE PRIOR TO POURING CONC. WRAP PIPE WITH 1" GLASS WOOL INSULATION BEFORE POURING CONC. IN LIEU OF SLEEVE. ADJACENT POURS MUST BE MADE 8 HOURS APART 3/4" NO SCALE CONT. JOINT SEALANT REMOLDEO WITH EXPANSION MATERIAL / EDGE EA. SIDE W/ 1/8" RADIUS ' CD 1 /2" EDGE EA. SIDE W/ 1/4" RADIUS 8" 8" EXPANSION JOINT (E.J.) 8~---------------CONSTRUCTION JOINT (C.J.) J1 ~ 0 <O -tg ... "' 0 /. ~g ~c CATHCART . GARCIA .VQN LANGEN' 0. CG V L 12396 WORLD TRADE DRIVE, SUITE 312 7 ~ ~ SAN DIEGO. CALIFORNIA 91118 NO SCALE s=i, ~ CORNER • SHALL MATCH HORIZ. INTERSECTING BARS • WALL REINF. TYP . 36 DIA. LAP 2' -0" MIN. i (' • . / u 7 ,<, I " • . , 36 DIA. LAP • 2'-o• MIN. " . • . 2 VERT. 2 VERT. BARS BARS - INTERSECTION END CORNER / • A1 VERT. 36" DIA. LAP BARS 2'-0" MIN. / / / . -/ / 36 DIA. LAP 2' -0" MIN. • 1 VERT . BARS 2 VERT~ BARS • -....... INTERSECTION END 2' -0" DIAMETER OF ROUND OPEN'G 2'-0" MIN. 6'-0" MAX . 2-#4 TYP. Pl.AN VIEW 3" SLAB PER-~ H • • Oo I I N <.O #4 TYP. -rYPICAL CONCRETE WALL/FOOTING REBAR-PLAN VIEW 2 TYP OPENING IN SLAB-ON-GRADE CB CONC. BAR SIZE F'c #3 #4 #5 #6 u1 #8 #9f1 q P.S.I. TENSION LAP SPLICES, INCHES 3,000 29 38 47 56 82 94 01 1H 4,000 25 33 41 49 69 81 91 10, HARDROCK CONCRETE F'y = 60,000 P.S.I. (CLASS "8") NOTES: 1. SPLICE LENGTH SHALL BE DETERMINED FROM THE SIZE OF THE SMALLER BAR SPLICED. 2. DIVIDE BY 1.3 FOR NON-TOP BAR (LESS THAN 12" OF CONCRETE CAST BELOW) 3. CONCRETE MASONRY UNITS LAP 40d MIN. HORIZ & VERT. REINF. LAP PER SCHED. =~l TYP. J STAGGER LENGTH = LAP SPLICE LENGTH HORIZONTAL REINFORCING HORIZONTAL REINFORCING SPLICE NO SCALE • N 5 180 DEG BEND w 2 1 /2" MIN. "du 135 DEG BEND NO SCALE OFFSET 90 DEG BENO INTERSECTION REINFORCING BAR BENO REINFORCING BAR BENO SIZE DIAMETER ("D") #3 TO #8 6d #9 TO #11 8d #14 TO #18 10d NOTE: ALL BENDS SHALL BE MADE COLD TYPICAL BAR BENDS NO SCALE NOTE: CAP STIRRUPS MAY BE USED WHENEVER 135' CLOSED ;::: l!; STIRRUPS ARE SHOWN IN ..::; - GRADE BEAM ONLY "" ~ - CAP STIRRUP ,$ . 0 ,lo :::!! w Z• o- BAR CLEARANCE NO SCALE 11',0< ESS I 014. ~~\JNG' r EB J_ V ~ SIMON WONG ENGINEERING 0v 0~~ ,-.: ~ '::' V No. S &3x. s, ~ r1 STRUCTURAL & BRIDGE ENGINEERS . v ~ n . £ * EXP. 03/31/Df * DISCIPLINE 9968 Hibert Street, Suite 202 Tel. (858) 566-3113 s;;, s1!i'uc11J\'.'f-." ~~ DWG NO San Diego, CA 92131 Fa)(. (858) 566-6844 (f OF cr,.1.1,& S-3 "AS BUil T" ~ 7'~~,.~ "'°Z Cl.9:--14.• LtJ. P.E. Z.3/2(. EXP. 03-3.bl1-DATE LDEE.: ~,c../ fJ--t-z ~ t l> INSPECTOR 7 DATE ~ CITY OF CARLSBAD CTrJ 1 ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS TYPICAL STRUCTURAL DETAILS • 1 APPROVED WILLIA~UMMER ,.,, ..... ~,.,,,~ l.2-LL·a~ DEPUTY CITY ENGINEER. PE 2B176 EXPIRES 3/31 /OB DATE It-. ",4S cJ!//t.T" DWN BY: SML I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: EN ENGINEER OF WORK REVISION DESCRIPTION 011-iER APPROVAL CITY APPROVAL RVWO BY: EN 3821 411-6 --~ TYPICAL SLAB JOINTS @ ;,, ...._ E NG I N E E R S (858)618-1704 fa)((858)618-5463 00~!!!!!!~~~----"l'!!"l~!P'"---------------------------------------------------------------..... --------------------------------------------------C: DWG12 CLSB-IP.DWG 12 12 9-4 . ' 042007 ... a: w (/) ::, '{ u .,: I _::J, tl z ,. <( a: a ~ a: i2 (J ::, '5 f!: (lJ (/) 1- / 1 ~~ ~(/) "' .. .a (/) :, u.. (l)W El!i $ 2E !ii 0 oco BOUNDRY NAIL NOTES: (B.N.) AT CONT. EDGE NAIL EDGES -~ (E.N.) BOUNDRY NAIL (B.N.) FIELD NAIL (F.N.) ALL INTERMEDIATE MEMBERS 1. PLYWOOD NAILING SHALL BE INSPECTED BY THE =·'""'7=· ;-;-•1=-·=-·-='t;,-_=-=c=='":+=-'=r:--t=·-=11·=.0· .=._. ::'"•-::;7r•:;::. ·--=·=--·=-==::.--:::::;-;-:I =I COVERING BUILDING AUTHORITY PRIOR TO COVERING. 2. MINIMUM PL vwooD SHEET sIzE SHALL BE 2' -o· BY 11 11 11 4'-o". 11 11 II II 3. MINIMUM 3/8" NAILING EDGE DISTANCE. 4. BOUNDRY NAILING (B.N.) OVER ALL BEAMS ANO 11 11 11 AROUND ALL OPENINGS. 11 5. PLYWOOD SHEATHING SHALL BE LAID PERPENDICULAR TO FRAMING WITH 4' -0" STAGGERED JOINTS. 6. ALL FLOOR SHEATHING SHOULD BE GLUED TO FRAMING MEMBER WITH A.P.A. APPROVED ADHESIVE. 2 x 4 FLAT BLK'G @ UNSUPPORTED EDGES PER PLAN, WHERE EDGE NAILING IS LESS THAN 4" OC., USE 3x BLK'G ROOF DIAPHRAGM NAILING LAYOUT 30' -0" MAX. U.N.O., TYP. (NO CONTROL JOINT WITHIN 4' -0" OF BM. SEAT) 2' -011 TYP. CREATE AN UN BONDED 2' -o• SECTION FOR THE CHORD REINF. BY WRAPING THE BARS W/ TAP OR OTHER SIM. METHOD. 11 11 NEOPRENE CONTROL---, JOINT, CONTINUOUS VERTICALLY NO SCALE 11 11 1 S-5 ~-CAULKING SEALANT EACH SIDE W/ BACKUP ROD #3 PIN @ 24" O.C., TYP. 16" CONT. CHORD REINF. ~ STOP EVERY OTHER HORIZ. JAMB BAR, TYP. 2-#5 JAMB --✓ BAR, TYP. BARS EACH SIZE OF JOINT, EXCEPT CHORD BARS ~--MASONRY WALL ---0 ~---TYP. REINF. TYPICAL MASONRY VERTICAL CONTROL JOINT 4 #4@ 12" o.c.----- EA. WAY. ROUGHENED ---, JOINT 3/4" CHAMFER, TYP. • NOTES: v ' • ..,., NO SCALE VERIFY SIZE & LOCATION W/ MECHANICAL CONTRACTOR • ci -..J (J • • 0:: _J (.) 3• 1. CONTRACTOR SHALL POUR PADS SEPARATELY FROM FLOOR SLAB AT PADS ON STRUCTURAL FLOOR. • -Na-------------80 2. EQUIPMENT ANCHORAGE EMBEOIMENTS ARE UNIQUE TO EACH PIECE OF EQUIPMENT, AND ARE NOT SHOWN IN DETAIL ABOVE. -1 Oco --'o lo VN 0 ~o N l'1 '.::J-C --~ . ' CAJHCARij ,GARCIA VONI.ANGEN, 0 ~ SAN DIEGO. CALIFORNIA 92118 s=s • 2-#5 VERT J • '/ / / BAR / V /OPEN END V v V V BLOCK, TYP. / / -v v \ / V V r . > / V V / / 40d LAP 1 '-6" MIN. 12" 90' BEN V ~ J V ~ 30" OWL TO MATC~ HORIZ. '" I 30" ,a; ::I • A V v V ALT BEND 2-#5 VERT BAR ,, /OPEN ENO 2-# BLOCK, TYP. BAR / / / / / / . • ]\ /TT V / / / / / / / 40d LAP 1'-6' MIN. 5 VERT\ / / / V I/ / / ~ w_ • 00 • '-00 ~ ~ OPEN END UNIT -TYP. ,----SOLID GROUTED TYP. - TYPICAL MASONRY WALL COURSE ' / / ,, VJ~.., .,, ,, ,, • V "/ / / / / / ' z "' I V \_BREAK FACE SHELL V • 00 ........ !fl ,.._ BETWENN BONO BEAM UNITS -"\ :.! V V I ' • / BREAK FACE SHELL tO • I , / FOR FLOW OF GROUT / -'/ TYP. ~ I / • • -v / / FOR FLOW OF GROUT V V I TYP. V • 00 OPEN ENO BLOCK SOLID G '-!fl BOND BEAM UNIT I TYP. -TYP. - / ////// ,, ,, ,, / / / /~ ROUTED • • ' . I ' ' • 2-#5 VERT BAR, MIN. j,'11/// ///llr// I / / / ,,,,,,/// INTERSECTION CORNER INTERSECTION CORNER TYPICAL BOND BEAM COURSE NOTE: SINGLE CURTAIN OF REINFORCING AT 8" CMU. DOUBLE CURTAIN OF REINFORCING AT 12" CMU TYPICAL MASONRY REBAR -PLAN VIEW EB TYPICAL MASONRY COURSING CD SOLID GROUT ALL MASONRY WALLS TYPICAL, U.N.O. 2-#5 CONT. IN ------. BOND BEAM TYP. MASONRY REINF. PER PLAN ALT. 6" OR 8" CMU BU<. 2-#5 CONT. BON0---...1 BEAM. DO NOT SPLICE ~,------1----,---'----,-t-1--t-r.+--1-----.-t+---,/ OVER OPENING 2-#5 JAMB BAR,-t:::'.::::+:'.=:J='.=+;t,1 FULL HEIGHT TYP. U.N.O. 1 1/2" CLR. 1////// -~A A... • N '--- • ~ (J 1 1/2'' • CLR. • 12" CMU BLK. #4 C IN FIRST CELL, EA. END & @ 16" 0.C. FOR 6" & 8" CMU BLOCKS. #4 C] IN FIRST CELL. EA. END & @ 16" 0.C. FOR 12" CMU BLOCK / / __ ____,0 ----,0 TYPICAL MASONRY LINTEL NO SCALE CD NO SCALE NO SCALE NOTE: ALL BOLTS SHALL BE GROUTED IN PLACE WITH AT LEAST 1 INCH OF GROUT BETWEEN THE BOLT MINIMUM EMBEOMENT ANCHOR & THE MASONRY, AND SHALL BE ACCURATELY SET WITH TEMPLATES. 1 " MIN. ,,--HEX HEAD ANCHOR BOLT ~HEX HEAD vt~-+¥/ ANCHOR BOLT #4 X 2' -0" I~-CMU BLOCK WALL (BOLTS INSTALLED 0 DURING CONSTRUCTION) SIZE "Le" • .'.'l • 1 /2"~ 5/8"0 3/4"~ 7 /8"0 5" 5" 6" 7" 1· MIN.1•1 -~ HEX HEAD Y ANCHOR BOLT "Le' ~-1" MIN SPACE ALL AROUND TYP. _,.,.-HEX HEAD / ANCHOR BOLT NON-SHRINK GROUT vt---CMU BLOCK WALL (BOLTS INSTALLED 0 AFTER CONSTRUCTION) 2-#5 HORIZ. JAMB BAR, TYP. U.N.O. 2' -0" LAP TYP. ~-HOOK WHERE 2" -0" IS NOT POSSIBLE 2-#5 VERT . JAMB BAR, TYP. U.N.O. WHERE OPENING IS OVER 3'-4" WIDE. VERTICAL JAMB SHALL BE FULL HEIGHT TYPICAL MASONRY ANCHOR EMBEDMENT 6 TYPICAL MASONRY JAMB AT OPENING 7 NO SCALE I V/\\r\SIMON WONG ENGINEERING ~ 'f " '/ ' STRUCTURAL & BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 San Diego, CA 92131 Tel. (858) 566-3113 Fax. (858) 566-6844 NO SCALE "AS BUILT" DISCIPLINE DWG NO S-4 ~/.(4 2 j"',,~,?H>L @-1,f-/b PE. ;?fJ/7, EXP. -:3•3/•ll.. DATE DATE I-----+--+--------------+---+---+---+---<~ CITEYclN~!NG ~t~~~N~AD ~ 1-----+---+--------------+------1--1-----+---< IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS TYPICAL STRUCTURAL DETAILS -2 APPROVED WILLIA~!LUMMER l-----+---+--------------+------1--1-----+---< B2':G611' l'! ~->:••1 -~I.Ai olfuTY CITY ENGINEER PE 28176 EXPIRES J/31/08 OATE i-----+---+-/l\,..----,,,,..":4c-c:sc--a-=v.=1/.=z=r=✓---------+----1--1-----+---1 QA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: SMI. I PROJECT NO. I DRAWING NO. OAT[ INITIAL DATE INITIAL 1----~-+--~--1 CHKD BY: EN 3821 411-6 OTHER APPROVAL CITY APPROVAL RVWD BY: EN 0. CCvL 1239&WORLOTRAOEDRIVE,SUITE312 TYPICAL PAD ON SLAB @ 3 <( E NG I N E E Rs ISSBl618-!704 fa,18581618-5'63 NO SCALE aa"""!!!!!!!'!!"!!!'!!!!"!!!!'~---~'!!'!!'!!"!'!"_.._ ___________ '"""" ___________________ 111111111 ,..._...,. _______________________________________________________________________ • C: OWGt2 CLSB-IP.OWG 12 12 94 042007 • 00 I "1 • 0 I N ,-- 1 ----7 • 0 L _______ ;;, 3'-4" 2'-0" 2' -811 Cc V L 11396 WORLO TRAOE ORIVE, SUITE JI! 0 ~ SAN DIEGO, CALIFORNIA 92128 I I I I I I I I L __ 8'-8" 30'-8" 2'-8" CJ PER@ 6' -8" FOUNDATION PLAN SCALE: 3/8" • 1' 1 o· -o" CONC. PAO SEE W SB7 LOCATION &: SIZE PER MECH.---.... ' I I 6" THK CONC. SLAB ON GRADE W/ Q4 @ 12" 0.C. EA. WAY CTRO IN SLAB OVER 2• CLEAN SANO OVER 1 0 MIL POLYETHYLENE MEMBRANE OVER 4 • CLEAN COARSE SANO S-7 • v I ..,., i r----- I I I I I I I ! {4\ I ~ H TYP. I (7\ • ~ ~ RI I ! . I I I ! I I I I LC--- 1/2" PLYWD SHT'G STR. I (32/16) 5 PLY. W/ 10d COMMON NAILS @ 4" O.C. @ B.N. &: CONT. EDGES, 6" 0.C. @ E.N., 1 O" 0.C. @ F.N@ BLOCKED PER 1 S-4 2x8 @ 24" 0.C. (3\ l ~Yr TYP. ---1---1----r--1--------- ~ I I I I I I I I I I I 15', I I I /6' ~j, '-8,' I I I I TYP. I V GE BEAM 6x14 I I I I r a -\8 I I I I ~ ~ I -t-I I I --~ ~-i-1-~ 7 I I I I ' I ~I I "~I I "---. ' 1---~ ~ I /I I / . ,/ . I RIDGE { :AM 6x1' 1_1 '-~ I - I I STRAP PER(T I I \ ~ I I I I I .... I I • 0 ~ I "' • 0 I "' i"--Jx TY ~ ~ 14\ 6 BLK'G P. ~ lYP. r-I r--__ L LJ_ -------·----I------__J J /J\ \tZ,{ lYP. 2x8 @ 24" 0.C. /1'\ ~~ ROOF FRAMING PLAN SCALE: 3/8" = 1' <;>1<-GfESS10~ f3J~\JNG' J Vl\\r"\SIMON WONG ENGINEERING § (; C'~c;<'.1 G 5; No. S ~8i ~ ·"&~~ . STRUCTURAL .t BRIDGE ENGINEERS I-.-· XP, OJ/31/f * DISCIPLINE 9968 Hibert Street, Suite 202 Tel. (858) 566-3113 DWG NO Son Diego, CA 921 31 Fax. (858) 566-6844 .s~ .s11i'ucr\ll'-~ ,f!:-~ 1< OF U,Ll~(ji; S·5 "AS BUil T" ~.,,Ru.; t: ~Attn-t:)9-,,-1~ P.E. ,Z/J/7L EXP. '.3-J/, {L DATE r1s1r:. L~w 8-S~·IO INSPECTOR DATE ~ CITY OF CARLSBAD ~ 3 ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS CONTROL BUILDING STRUCTURAL PLANS APPROVED WILLIAM $'~MER /4~--i': .,, .. _.... 12-1/,0t, DEPUTY Cl ~•E~GINEER 'pE 28175 EXPIRES J/31/08 DATE /1\ ':49·8t/lt.7'" OWN BY: SMl I PROJECT NO. I DRAWING NO, DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: EN ENGINEER OF WORK REVISION DESCRIPTION DJHER APPROVAL Cl TY APPROVAL RVWD BY: EN 3821 411-6 ~ <t'. E NG I N E E RS !8SB)618-t704 Fax!BS8)618-S46J 00"""""""-"'"!"Jl!l!"""" ___ -ii!ll!'!""" ______________________________________________________________________________________________________________________ .. C: DWG12 CLSB-JP.DWG 12 12 94 ' ' 04200i - OC) I a, Cc V L 12396 WORLD TRADE DRIVE, SUITE 312 (j 0 SAN DIEGO, CALIFORNIA 92128 1 S-7 lYP. 6 S-7 JOIST PER PLAN SLAB PER PLAN SECTION 3/8"=1·-o· 1 S-5 a• CMU WALL lYP. OATE INITIAL ENGINEER Of WORK It\ '/78·81./ILT" REVISION DESCRIPTION '?'i'-OtESS io:j(i: ~~~UNG' I VI\\F"\,SIMON WONG ENGINEERING ,S'(; ~~ ,-c: ~ 1;7 fJ 5;No. S ~3), J)) Sl'RUCTURAL & BRIDGE ENGINEERS ).,,, ~ 03/31/'f' I;* Tel. (858) 566-3113 DISCIPLINE 9968 Hibert Street, Suite 202 DWG NO San Diego, CA 92131 Fa><. (858) 566-6844 ¼1, l'RLJc\\Jl'-~f•"' c OF c~1§ S-6 "AS BUil T" a,?~-~~~ 09·t4..•t.t1 PE. ~IJ/71:. EXP. :3 ·Jl-l~ DATE Rw:U: l.t~"' r,--1.1-l,l> INSPECTOR DATE ~ CITY OF CARLSBAD w 4 ENGINEERING DEPARTMENT 8 [MPROVEMENT PLANS FOR: LAKE CAI.AVERA REMEDIAL IMPROVEMENTS CONTROL BUILDING STRUCTURAL SECTION APPROyED _w~Ar#UMMER l:Z-//•t2' JIV~•-I IU• >l DEPUTY Cl TY ENGINEER PE 28176 EXPIRES 3/31/08 OATE OWN BY: SML I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: EN OTHER APPROVAL CITY APPROVAL RVWD BY: EN 3821 411-6 3 <C E N G I N E E R S (85B)61B•1704 Fax[858l618~S46l oo~=~r-,'i=----~~~--------------------------------------------------------------------------------------------------------J C: WG12 CLSB-IP.DWG 12 12 94 i· r ~ ~ F ~ r ~ ! ~ ~ '042ooi :5 8" CMU WALL, SOLID GROUTED :5 W/ #5 @ 16" O.C. z EA. WAY z 2 2 • • <CJ DWL. MATCH VERT. <CJ I REINF. W/ STD HOOK I ('J <'J 0:: 0:: ~ 0 0 " SLAB PER PLAN " • ~ ~ <CJ • • • • ---- 1 '-6" FTG DETAIL FTG DETAIL ST6224 @ 4'-0" O.C. BN BM PER PLAN ROOF JOISTS PER PLAN W/ "U" HANGER 2-#5 CONT. FRAMING DETAIL 1"=1'-0" s=ss=a tlifli) FRAMING DETAIL Cc V L 12396 WORLD TRADE DFIIVE, SUITE 312 ('.i ~ SAN DIEGO, CALJfORNIA 92128 • • ----- ----. -• 2' -0" • FOR ADD'L INFO. SEE !--''--I • • . - 3-#5 CONT T & B ® ,---RIDGE BEAM PER PLAN ~ 'HGLBA' BEAM SEAT 2x BLK'G CONT.--, FASCIA PER ARCH'L W/ 2-16d (2) #5 CONT. 8" CMU WALL FRAMING DETAIL t/4" ·u· PL x 1'-6" w; 2-.3/ 4" DIA M.8. EA SIDE OF RIDGE BEAM A35 @ EA. BLK'G A35 EA. SIDE EA. JOIST ,,-------ROOF SHEATHING PER PLAN ROOF JOISTS PER PLAN 4x NAILER W/ 3/4"~ BOLTS x5" EMBED @ 24" o.c. 1 4 1 1/2" ~-RIDGE BEAM TYP EA SIDE p========='i==n"'=4'=¥"F=====i'==c! PER PLAN 2-#5 CONT. FRAMING DETAIL PL .3/ 4x8x1 '-o• W/ 2- .3/ 4 • DIA x 9" NELSON STUDS @ 9" O.C. OVER 1 1 /2" NON-SHRINK GROUT CMU WALL PER FOUNDATION PLAN 1"=1'-0" FOR ADD'L J INFO. SEE,__--, A35 @ 24" 0.C. HGA10KT @ BLK'G ST6224 BETWEEN BLK'G TYP. I I 12 ROWS OF 3x6 BLK'G PER PLAN ROOF JOISTS PER PLAN -~ FOR ADD'LEBEB INFO. SEE - - ST6224 A35 @ 24" 0.C. ~---t,'~t-r--i---~--.3x6 BLKG @ 24" o.c. FRAMING DETAIL FRAMING DETAIL 1":::1'-0" 111 :::1 1-011 '<<i<<:l< ESS / O,u {)~UNG '1<' I VM°)..SIMON WONG ENGINEERING cf(; (>1! ~ " ~ "' ~ j:: No. c::583' ~ l ~0::;. ~ STRUCTURAL & BRIDGE ENGINEERS /-~~?Jdl" OJ/Jl/0~ : ' DISCIPLINE 9968 Hibert Street, Suite 202 Tel. (858) 566-3113 s-;;,{1Ruc1u'i<~"'1'""' DWG NO Son Diego, CA 92131 Fa)(. (85-8) 566-6844 S-7 f" OF CA\JG': "AS BUil T" ~.;_/'-zk~ m-14--t.a PE. ZJ1l7C EXP. $j~l'b DATE WEWED BY: Jfktt!. l,~ , 8-,\1 ·«> INSPECTOR -r DATE w CITY OF CARLSBAD ~ 5 ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS STRUCTURAL DETAILS APPROVED WILLIA~MMER ~ -/. .,_ /Z-11, t2' DEPUTY CITY ENGINEER • PE 28175 EXPIRES J/Jl/08 DATE 11\ '~S-80/lT,. DWN BY: SMl I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: EN ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: EN 3821 411-6 3: <C E NG I N E E !f S (8SB}618-t704 Fa1d858)618-546l aailJ!i'!'!!!!!'!!'!!l'!!!~!!'!!!!~---""'!'!!'!!'!'P._.._ ____________ _. _______________________________________________________________________________________________________ _. C: WG12 CLSB-IP.OWG 12 12 94 042007° f---(/) z 0 u u_ 0 f"l :;; _, I X (_')~ 5' <( $/IEtT PILES NILL /JE Ct/T TtJ;lf,4Tt'/lcLE&l1tJII t?r 8LllRR't ENCAficMENT~~ 3,. ---j ft ~-400 G" TO BEt1M T0.4CCtJMO£J,4Te Tl-le Jx.J' C0NOt/lTEl'IC45EN£NT. t,, 2 SACK 5ll.lR~Y · TERMINA~/PULL Box H - . SEE [5E:TAIL H/M-6 \ \ PRESSURE TRANSDUCER PROBE-, . SEE DETAIL H/M-6 . ·, \ NEW 24"¢ OUTLET PIF?E- 10 GA,. SST316L . Cli'tJS S SECTION TERMlNAL/PlJLL BOX,, G . SEE-, DETAIL-, G/M_.:6, BEN C. GERWICK, INC. CONSUL TING ENGINEERS 20 CALIFORNIA STREET, SUITE 400 SAN FRANCISCO, CA 94111 PULL BOX F SEE DETAIL F /M-6 PULL BOX, JENSEN~--' PRE-CAST 48"X48" INLET BOX OR APPROVED EQUAL, TYP • ·,, , '•, ~--- ~~ .,, e, ', . '"-8" ¢ AiR-VENT PiPf_: ', NEW OUTLET PIPE AND CONDUIT BANK 3/16"=1'-0" \------------- ·, \ \ \ EXIST1NG OUTLET TOWER•WITH PROPOSED GRATING SEE DETAI"' G/M-7 \ -. ·,,, _ DRUM SCRE;EN AND 18" 8FV SEE [)ETAIL B/M-5 T~E,--SCREEN AND 18" Bfy, TYP . SEE DETAIL A/M""5 ·_ PIPE, SUPPO~T BENT #2 SEE DE·TAIL E/M-7 -~ ' -._" " . ·· ... PIPE SUPPOR"T .. BENT #1. SEE DETAIi,, E/Mc.Z_ EXISTING OUTLET BOX WITH PROPOSED GRATING SEE DETAIL D/M-7 EXISTING OUTLET BOX 3/16'' = 1 '-0" A \ A DISCIPLINE DWG NO M-1 "AS BUil T" 4t;?/flh 7', ~J',,_ <29.,_14 ·/ d P.F Zit2, EXP. l•J 1-1z., DATE REVIEWED BY: (uJ.L.. .. ~ le,!• . s-,3-1,D INSPECTOR / DATE ~ CITY OF CARLSBAD I SHEETS I >------t---+-----------------+---+----+---+---• ~ , ENGINEERING DEPARTMENT 38 ~=~=========='...'.:::=:=='. IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS OUTLET PIPE MODIFICATION APPROVED ~ILLJ.AM r.-l;IJJMMER l-----+---+---------------1--+---+---+-----I&!«¼,, ~ ~~ ,~-LL.:...-_.,.., DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/08 DATE 1-----+--ti<----..'Yl.co""'•-a""u""1L"T..c'.--------------+---+-----+---+----1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: _AC~R __ CHKD BY: ~M~Sw __ RVWD BY: RJF PROJECT NO. 3821 I DRAWING NO. 411·6 oo.,_ _____________ 1111111 .._ _______________________________________________________________________________________________________________________________ • I""-~" .,. -, --·- d42001 . N 0 ,; L <J) 'O () L "'~ or N X ::, .. I (/) -,j-l,_ "' w I ne cnX 0 0 N / "' E !: Q 'ON /cf) "' .. -,j-N I en "' PULL BOX, JENSEN PRE -CAST 48"X48" OR APPROVED EQUAL, TYP I 230• I EXISTING FINISH GRADE ' I ' I ' I ' 220' 210· 200· 190' 180' 1- , I ' I ' I 3 FOOT ROCK BLANKET , 22 .50 DAM CREST EL 2~0.. ~,~--. . . . • AIR VENT ASSEMBl Y ,. WITH FLANGED J-INCH _ ST WIRE MESH __ PULLBOX, JENSEN PRE-CAST 48"X48" NLET aox OR APPRQVED EQUAL, TYP SEE DETAIL E/M-6 LEVEL Tl?/1/VSJTION PLJLI. 80X 8"121 AIR VENT PIPE SST316L ' 4"1-7f/C' .;'t;'/180 LEVEL SeMSON /)/$/PE tJr Ctl#tJ!.lli- SEE SECTION 1/M:-8 FOR PULL BOX EXCAVATION AND BACKFILL 36" X 36" CONDUIT BANK _ ENCASING HYDRAULIC, PNEUMATIC ANO ELECTRICAL SUPPLY LINES. SEE SECTION . 2/M-8 FOR EXCAVATION AN[) BACKFILL · SCREEN 1 WATER INTAKE TEE SCREEN SEE DETAIL A/M-5 5'Cl?EeN Tv'lf'/'IEO .90' 207. 75 ~l;:_L 207.5(} JOINT CONNl::CTION~~ SEE DETAIL F /M-5 ~rEE DsEu:,:~~~!E~TA~6 ~ l SECTIONS 1/M-3 & 2/M-3 J I I -t I I I PIPE SUPPORT BENT #2 SEE SECTION 2/M-3 -' VAl;.VE ACTUATOR AS$EMBL Y, TYP SEE: DETAIL C/M-5' 24"121 1/0 PIPELINE 10 GA, SST316L 9'-o" -. --------- SCREEN 2 WATER _ INTA~E TEE SCREEN 1 SEE DETAIL A/M-5 6CRe2°tY TUA'#EO gt:7• ' L4KEfEVEL J'E#J't?,f 192. /() -----, 20215 ~EL~ I I SEE NOTES 3, 4 AND 5 I 'y~ : -,,,-"O\!, ~ ~ .-_-c-. -.,,c-: ,r/~"!z;?;t:l:!:"~r'~'.:~;~ I . . , .• >, /.) ¼, .,r'/. ,Fl/ : --,. _, !:f':,:~;:;;~f2 I I I I I I I I I 3'-0" ROCK BLANKET I I I PIPE SUPPORT BEAM & 1 , SADDLE W/STRAP, TYP 1 170, ! SEE DETAIL 5/M-3 PIPE $UPPQRTl3ENT I ' ' .. PRESSURE TRANSDUCE #3 SEE DETAIL F /M-7 I H/M-6 --, v MAXIMUM OPERA TING POOL WS EL 214.0 SCREEN 3 W/l;TER INTAKE DRUM SCREEN SEE DETAIL B/M-5 OUTLET TOWER REMOVABLE GRATING COVER SEE DETAIL G/M-7 -VALVE STEM OPERATING NUT SEE DETAIL H/M-5 ,..--.__r...,------r--,~ 198.0tJ TOC EL +lJl:;00 SEE DETAIL E/M-5 i v MINIMUM OPERATING POOL WS EL 189.00 ~ -NEW 24"121 DOWN COMER PIPE10 GA, SST316L CENTERING PIPE SUPPORT, TYP SEE DETAIL L/M-8 32' EXISTING RC OUTLET TOWER WITH IN~SITU EPOXY LINING SEE DETAIL L/M-6 , l 28" HOPE SLIP-LINER L~~~sT~~~E~o 1 ~~~ ~UTLET PIPE, PROBE SEE DETAIL AND SECTION 3/M-3 I I '' -------••··-_I~ ------- ------· --_-..ii:,.:,,;.'~---b f ---------------- --T -~ =•-------~-;;; _ _.:;;,-:,;_-___________ lioll\ __ ,.. ___ ,.. ________ ... ,_ ________ ..,. ____ ,._______ ',[J / BASE OF TOWER ---------------_-----: ' ------------~:.----::.:..;-~--------ai; .... ------------------... ------.-------:-------' 1 --- ------------1 ! EL 159.75 TO OUTLET, ... --•---------..---•---~ .... ---------· -~ - - --- - - - - - --·' ----------------1 ---' -"----'--I,: 160' I ------------230'-o" _____________ _, _________ ,o·-o· INV EL 16J0011:. :· . . . '.r SEE DETAIL D/M-5 0+00 0+20 0+40 0+60 PROFILE 1 SECTION 3/16"=1'-o" 0+80 1+00 NOTES: 1. BRUSH OFF BLAST CLEAN 226.5' OF EXISTING 30" RCP OUTLET PIPE AS PER SSPC-SP7. 2. SLIP LINE 260 FEET 30" DIAMETER RCP OUTLET PIPE WITH 28" DIAMETER HOPE PIPE. 3. CORE DRILL 36"121 PENETRATION AND INSTALL 24"121 ANTI-SEEP WALL PENETRATION FLANGED SPOOL PER DETAIL E/M5. CONTRACTOR SHALL INSTALL PIPE PENETRATION PRIOR TO REMOVAL OF THE COFFER DAM. DISCIPLINE DWG NO M-2 "AS BUil T" ~·r-~,~~ O~-/4-Ld PE. '2aL~ EXP. ?J_,":Jl ·Ll DATE REVI~ BY: I W '"'l,W 9,-1, 1-/d' ' INSPECTOR -DATE I 4. CONTRACTOR SHALL USE AN INFLATABLE PLUG IN THE 24"121 WALL PENETRATION FLANGED SPOOL TO PREVENT DRAINING OR CHANGING THE LAKE WATER LEVEL AFTER THE COFFER DAM IS REMOVED AND TO FACILITATE THE 1/0 PIPE INSTALLATION AS UNDER WATER CONSTRUCTION. uTI -CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS NEW OUTLET PIPE SECTION Oo Oo•---'---'---'-~----~ N N / 5. THE PLUG SHALL BE DEFLATED AND REMOVED THROUGH THE VENT PIPE AFTER THE 24"121 1/0 PIPELINE, 8"121 AIR VENT, 24"121 DOWN COMER WITH ALL ASSOCIATED APPURTENANCES, VALVES, SCREENS AND ACTUATORS ARE INSTALLED. APPROVED Wl~AM~UMMER en • ~ ~ 8 BEN C. GERWICK, INC. /<J) 0.: ° CONSUL TING ENGINEERS .. w '-' f- "' <( 20 CALIFORNIA STREET, SUI TE 400 SAN FRANCISCO, CA 94111 DATE INITIAL ENGINEER OF: WORK /\ "48-IJLIILT" DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL -~JI._,,,, ,IV,«R1J,,: , If#&~ DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/08 DATE OWN BY: ACR I PROJECT NO. I DRAWING NO. CHKD BY: MSW RVWD BY: RJF 3821 411-6 oo._ ____________ _.. ___________________________________________________________________________________________________________________ _. 042001 0 (I) LU a 6 z LU 0 _J f\) ~ <( ~ --J G) s. ~ _J ~ I-lo. I ~ O> °' w (f) => 0~ "' <{ PULL BOX BEYOND CONDUIT BANK· I I I I I I I I I I I I I , I J ---~~- 5 , I . I I ------ 'Gfl' +1 :+ +: ' 3 1 -0" 0 0 0 0 0 0. 0 0 0 0 0 o o C 0 0 0-6 0 0 o ~ SECTION M-1 M-2 3/4"=1'-o" ~ 24"0 PIPE HP12x53 BEAM HP12x53 PILES 3'-0" ROCK [ BLANKET ~-. ___ -_.-· --· __ .• --c·~ _____ ---_-.·i -- , , ' I -'. '. '-' ' ,•, ;· --- -_co, -_--·. . •-~~ ' ·-" -, ' ·-_;·?~-~---~-~--L __ 9" 4½" 4½" 6¾" REINFORCEMENT STEEL- #4 @ 12" OC EW □ COMPACTED -ROCK ' 0 I i<"l i PRECAST CONCR TE CONDUIT BANK 4 BETWEEN PULL OXES TYPICAL M-1 1 "-1 '-0" ~ BEN C. GERWICK, INC. ~ CONSUL TING ENGINEERS 20 CALIFORNIA STREET, SUITE 400 SAN FRANCISCO, CA 94111 6 # 8 TOP AND BOTTOM ~ - 2 # 4 EACH FACE 1.5" HYDRAULIC LINE CONDUITS, TYP 1.5" PNEUMATIC LINE CONDUITS, TYP 24"0 PIPE 24"0 PIPE -t. PIPE EL. 199.5 (BENT 12 EL. 193.2 (BENT 3) EL. 196.0 (BENT 2) CANTED HP12x53 BEAM II// » //Ii y--. i,,-{11 "'lk..:::, 11 ii ii 11 11 11 ii ii 11 11 ii ii 11 11 11 ii ii 11 11 ii ii ii ii 11 11 ii 11 ii 11 ii ii 11 ii ii ii ii I HP12x53 BEAM HP12x53 PILES --1 · - -ccj~ - 11 11 ii 11 ii ii II ii ii ii 11 ii ii 11 ii ii ii 11 ii ii 11 ii ii 11 ii I HP12x53 PILES SUBGRADE __ / TIP EL._128.8 (BENT 1) TIP EL. 175.3 (BENT 2) TIP EL. 173.4 (BENT_ll 2 SECTION M-1 24"0 PIPELINE ¼" PL x 6" WIDE (SEE NOTE 1) SST HOLD-DOWN~ OVER 7" WIDE ASPHALT- IMPREGNA TED NEOPRENE STRAP SHEAR PL 3/ax9" WIDEx9¼" HIGH WITH HORIZONTAL LONG SLOTTED HOLES SST PL %"x6"x4" ¼" HOPE PL TO PREVENT CONTACT BTWN A36 & STAINLESS STEEL SEAL~ HP12x53 PILE ' -i/2 N 5 DETAIL C --¼" NEOPRENE PAD -¼V~EAL ¼" HOPE PL TO PREVENT CONTACT BTWN A36 & STAINLESS STEEL -4-¼"0 SST BOLTS W/ 2 STEEL WASHERS & 1 NUT. SNUG TIGHT. SEE NOTE 1 ¼" ¢ SST BOLT W / 2 STEEL WASHERS & 1 NUT. SNUG TIGHT. SEE NOTE 1 -HP12X53 BEAM & 12" 5 NOM RADIUS SADDLE -COVER PL 146x 6" WIDE x 9" HIGH L 2-1½•0 A325-SC BOLTS EACH W/ 2 HARDENED WASHERS, ASTM F436 AND 1 HEAVY HEX NUT, ASTM A 563, SEE NOTE 3. 3 SECTION M-1 NOTES: 1. SST BOLT ASSEMBLIES, SST PIPE HOLD-DOWN AND PIPE SADDLE PLATES SHALL BE STAINLESS STEEL PRODUCTS AS FOLLOWS: a. BAND AND PLATES SHALL BE ASTM A240/A240M, TYPE 316, EXCEPT 316L WHERE WELDING REQUIRED. b. FASTENERS INCLUDING NUTS AND BOLTS SHALL BE ASTM F593 ANO ASTM F594. SST FASTENERS MUST HAVE PLASTIC SLEEVES & WASHERS TO PREVENT CONTACT WITH A36 STEEL. 2. THE EXCAVATED AREA UNDER PRECAST CONCRETE PULL BOXES SHALL BE CUT TO GRADE PRIOR TO PLACEMENT OF PULL BOXES. 3. SLIP CRITICAL JOINT W/ CLASS A FAYING SURFACE, CHECKED AT THE FACTORED LOAD LEVEL. 4. HP12 PILES & BEAMS & STEEL SHEAR PL & COVER PL USED TO CONNECT THEM SHALL CONFORM TO ASTM A36. I/\ "Jl5·8UJLT" DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE 6" TYP AT ¼ STIFF. PLATES >---t-;--~ INITIAL ¼ SST PL ¾" STIFFENERS HP12x53 AT HORIZONTAL PIPE 6 SECTION 2"::::::1'::::::011 DISCIPLINE DWG NO M-3 "AS BUil T" ,a.?a; r, ~'"1.--~'e/4 •/,I P.E. 2. lil7~ EXP . .-~--~L-LZ. DATE REVIEWED BY: I 1. ~ JP_,,_ L,~ 9--t)--t,1> INSPECTOR DATE w ~ CITY OF CARLSBAD 8 ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS NEW OUTLET PIPE SECTIONS APPROVED WILLIAM E. PLUMMER ---Md~; /', R:,,,,,..,__ _ 12-// , d~ DEPUTY CITY ENGINEE----PE~8176 EXPIRES 3/31/08 DATE DWN BY: ACR PROJECT NO. CHKD BY: MSW CITY APPROVAL RVWD BY: RJF I 3821 I ORAWING NO. 411-6 □□-----------------i~------------------------------------------------------------------------------------------------------------------ . 042007 0 (/J UJ 0 ~ z UJ 0 <1. I\) ~ ~ 00 G') s. .i::,. _j <( ~~ z a Q') ~ '--------------------------------J2'-o" 8" 10'-o" 21'-4" -----------1~ . -----------------~--------- ,._<-, 1#,;t)" ~P&" 4" CONCRETE 3/4'" FLEXIBLE PNEUMATIC PRESSURE LINES, TYP SEE SECTION 1/M4 3/4" FLEXIBLE HYDRAULIC PRESSURE LINES, TYP SEE SECTION 1/M4 ---~ VALVE CONTROL PANEL ELECTRICAL PANEL HYDRAULIC/PNEUMATIC VALVE CONTROL CABINET / ,_,O EQUIPMENT PAD -~, ~,t. .. ~- L --- -J LI----IJ I I r' I \ ,I , ~·--L ---J = 3/4" RIGID SST316 HYDRAULIC LINES, TYP 3/4" RIGID SST316 PNEUMATIC LINES, TYP 5'-0" ·-1 36" x 36" CONCRETE / CONDUIT BANK · 1 1/2" PVC CONDUIT (VALVE PROXIMITY SWITCH CABLES TO HYDRAULIC/PHEUMA TIC EQUIPMENT CABINET AND PRESSURE TRANSDUCER CABLE TO CONTROL PANEL IN CONTROLS ROOM) C I II _ ~~~CJ~ ~L~C- AIR COMPRESSOR STAND 8" CMU --~~;'.!·~'!;l'l~g!A~L~L~O-;::N-:--·-~--"'----:-----------:-:--:-::------;f-f--71-----H~::;:;:::;r""=~1e PNEUMATIC · I 1 o· -o" 3• -o" _ ACCUMULATOR 1-------------~--c------ 18" GRAVEL FILTER FLUSH WI TH GRADE, 2" CRUSHED ROCK i---;:;;:;o 5-HP DUAL STAGE ,.._ __ ~L E~ECTRIC AIR COMPRESSORS - C 0 0 E E 0:: <..? WO (Jl J ::,co (Jl a.. 0 X <..? I 3: ... aO ..f~ oN :::, I ... 0 ! ..-y NJ I ~IE CO I ox t 01 N ..-~ lo ~ 0 ... -N i :'.('.I ~ .. :, (Jl <nt:; ! _o:: ox C l [;: / 0 I ~ E > 0 2 ,,., o,o u .. ro " " .a 0 "' Jo Ii lo Jl ..-N 0 i / . ..-" N N N a. ~ / " i a.: V1 0~ 3 <( 00 • ro I -:.,. .CATHCART GARCIA VON LANGEN 8" CMU CONTROLS ROOM 12" VENTILATION FAN WITH 12"X12" RUSKIN DAMPER MODEL CBD-6 OR APPROVED EQUAL CG V L 12396 WORLD TRADE DRIVE, SUITE 312 SAN DIEGO, CALIFORNIA 92128 E NG I N E E RS l8SRl618-t70t. Fax(858}618-5463 C: DWG12 ClSB-IP.DWG 12 12 94 ~---------~---------------·· MECHANICAL ROOM FLOOR PLAN . SCALE: 112" • 1'-0" WINDOW 90 GALLON VERTICAL PNEUMATIC JI ;½£~MULA TOR /F7<~7FII ~ I · 1~~1 ~II ~l CJCJC. 1 r~c ~~J~C II II \ . HYDRAULIC FLUID RESERVOIR __j /J HYDRAULIC GEAR PUMP --_j HYDRAULIC RESERVE ACCUMULATOR • 0 AIR BACKWASH CONTROL PANEL 4" CONCERTE EQUIPMENT PAD HYDRAULIC/PNEUMATIC • <O I " VALVE CONTROL CABINET I >------~ jl j ~::c---jl 3'-o" 3/4" HYDRAULIC FLEX HOSE PARKER MODEL 451TL W/10343 MALE JIC 37' STRAIGHT FITTING OR APPROVED EQUAL, SST316, TYP 3/4" PNEUMATIC FLEX HOSE PARLEX MODEL 540N W/10343 MALE JIC 37' STRAIGHT FITTING OR APPROVED EQUAL, SST316, TYP I .L-::---=-_ ·-------. --------- --------L --- __jl POWER UNIT PLUMBING LAYOUT CONTROL ROOM WEST WALL VIEW SECTION 1/2" = 1'-0" M4 1. 2·-0· --'(__ -------- 2" DRAIN LINE SCH 80 PVC TH FLOORING 6" DIA FUNNEL FLO R DRAIN.,SUFFIX-22 WM ""·~··· "--D'R-P;Tf1'-t:N~ AFTERCOOLER RECEIVER TANKS ·AIR COMPRESSOR STAND ·-'-----AFTERCOOLER/COALESCING FILTER 5-GAL AIR RECEIVER TANK 3" RIGID AIR LINE SST316 400 GAL VERTICAL AIR RECEIVER TANK Mol•1-· H,;.tt "to -----8" CMU 3/4" TUBING SST316 PRE-BENT W/37" FEMALE JIC FLARE AND NUT SST316, TYP -1 1/2" SEPARATION BETWEEN RIGID TUBING, TYP JENSEN PRECAST PULL BOX MODEL D1484848 W/LOCKABLE ALUMINUM COVER OR APPROVED EQUAL SEE DETAIL A/M7 PIPE SUPPORT UNI-STRUT P1000, SST316 OR APPROVED EQUAL, TYP ON 3/4" TUBING 3/4" X 3/4" FLARED CONNECTOR 3/4" TUBING SST316 PRE-BENT W/3T FEMALE JIC FLARE AND NUT SST316 TYP D D PIPE SUPPORT UNI-STRUT P1000 SST316 OR APPROVED EQUAL, TYP ON 3" PIPE 3" BALL VALVE W/PNEUMATIC ACTUATOR SST316 TYP ~ I 1>1 <, C H EC K V • I VE ~T'.ll~ T1fl =•------ SECTION 1/2" = 1'-0" X"!"'" -400 GAL VE TICAL AIR RECEIVE TANK r,,l<I VIS 'II II t,,c>, T• ~7 ,.. Ii''" ,C4,f(,V '- C'l'l 81 NE-(" E I ANK/ FILTER SKID AFTERCOOLER/COALESCING FILTER DISCIPLINE DWG NO M4 "AS BUil T" ~Za.,· C ~ l,??,t,f,•@ P.E. ,Zlt7l EXP 3.3,. ,7 DATE ~'{1-W INSPECTOR DATE l----+---+-------------1---+--·t----t---i ~ CITEJGIN~rNG ~t~k~N~AD m PRECAST PULL BOX DA TE INITIAL DA TE JNIT!AL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS CONTROL BUILDING PLAN APPROVED WILLljM ~Pl,UMMER ,#~,.· (; ~~_.,,, 1-. 12-LI·"' DEPUTYCITYENGINEER 'n28175 EXPIRES 3/31/08 OATE OWN BY: DG/NL(R" I CHKD BY: JJ/MS/TV RVWD BY: AB PROJECT NO. 3821 I DRAWING NO. 411-6 N 0 C 0 0 EN Eu. 0 •• Cl: Cl: a. WI VJ::;; :::, <( 0 I X 01 ;;: + 00 .+ "1N ON ::;; I + 0 ! +"' N_j ( N en /I- "' I ox t 01 N + ii ,J~ ! ~N I ~N Jj .. :, VJ VJ t:i l _a:: ox C ' t G: / 0 s i;; E I > 0 -'cl + "Lil (.) .. ro " "' I 0"' -'o lo +N 0 ! /. +" j NN N Q. /"' i CL (/) 0~ 3 <( 00 -· 2' -0" CKWASH • 3" AIR BA CONNECTIO N PORT ~ ~ 18" BUTT VALVE 18" PIPE SST316L ERFLY 10 GA - ' I -.,._ ~ ~= 6'-3" I -I ~ l JOHNSON SCREEN MODEL T-24 OR APPROVED EQUAL V 1 /2" ENDPLA TE SST 316L (TYP) _., __ , • 0 I cs ~PROVIDE 1 1/4"¢ SS T BOLTS AND GASKETS FOR INSTAL LA TION OF INTAKE s SCREENS AND VALVE WATER INTAKE TEE SCREEN DETAIL SCALE: 3/4"=1'-Q" NEOPRENE GASKET 28" HDPE FLANGE HEAT FUSED TO PIPE (MATCH 28" SST316 FLANGE) EXISTING 30" RCP OUTLET PIPE -- EXISTING CONCRETE TOWER 28" OD HDPE PIPE MECHANICAL STEEL LINK-SEAL S-316 MODEL LS-340-C OR APPROVED EQUAL <J DETAIL D · 28" X 24" FLANGED TEE 4" X 1/4" SST316 STRAP CONCRETE SADDLE PIPE SUPPORT SEE DETAIL 0/M8 3/16 24"¢ ANTI SEEP WALL PENETRATION FLANGED SPOOL SST316--~ 24"¢ ANTI SEEP RING 36" DIA CORE DRILL TO BE RE -POURED W/ CONCRETE EXISTING TOWER CONCRETE WALL SCALE: 1/2"=1'-0" M2 CATHCART GARCIA VON LANGEN GA TE VAL VE STEM ADJUSTABLE SST STEM GUIDE W/SST BOLTS AND NUTS, MAX 10'-0" O.C. CCV L 12396 wo_ RLD TRADE DRIVE, SUITE 312 SAN DIEGO, CALIFORNIA 92128 E NG I N E E R S (858)618-1704 Fax!B58)618-54~l : DWG12 ClSB-IP.DWG 12/12/94 DIM AS REQ'D BY GATE OR VALVE MFR MIN 3/4"¢ ANCHOR BOLT, NUTS AND WASHER SST316 WITH CEMENT GROUT. SIZE, LENGTH, NUMBER AND PROJECTION AS REQ'D BY VALVE MFR 1 .. - •• I\ • <;I -•• •. A .• .. 9 . ••. t,. DRAIN VALVE STEM GUIDE DETAIL J NO SCALE M2 ' N 8" I_,. __ ... 18" BUTTERFLY VALVE- 24" X 18" TEE FLANGED 10 GA SST316L - 24"¢ PIPE 10 GA, SST316L 3'-2" 2'-5" 3" AIR BACKWASH CONNECTION PORT WATER INTAKE DRUM SCREEN DETAIL E SCALE: 1/2"=1'-0" M2 MECHANICAL STEEL LINK-SEAL S-316 MODEL LS-340-C OR APPROVED EQUAL --- DETAIL SCALE: 3/4"=1'-0' 4'-6" ·-1 24 "¢ 90' E BOW FLANGE SS 16 24" PIPE, 10 GA SST316L 4 • PIPE SUPPORT SEE DETAIL L/M8 FLANGE- C'00f'Ll!V6' 4 • GROUT FILL • --28" OD HDPE PIPE ~ ~ EXISTING 30" RCP ~ OUTLET PIPE SECTION SCALE: 3/4"=1 '-0" M1 EXISTING 7'x1 O'x5' ± OUTLET BOX ' 0 I "" JOHNSON SCREEN MODEL S-36 OR APPROVED EQUAL 8" DIA SPOOL PE x FLANGE SPOOL 10 GA, SST316 18" BUTTERFLY VALVE FLANGE JOHNSON SCREEN MODEL T-24 OR APPROVED EQUAL VALVE ACTUATOR ASSEMBLY DETAIL SCALE: 1/2"=1'-0" SQUARE OPERATING NUT STEM -3/4" PNEUMATIC FLEX -PARLEX 540N OR APPROVED EQUAL W/10343 MALE JIC STRAIGHT FITTING 3/ 4' HYDRAULIC FLEX HOSE - PARKER 451TL OR APPROVED EQUAL W/10343 MALE JIC STRAIGHT FITTING 24" 316L SST 10 GA 1/0 PIPELINE PARKER LTR 252 DOUBLE ACTING HYDRAULIC ACTUATOR OR APPROVED EQUAL PARKER PROXIMITY SWITCH OR APPROVED EQUAL PARKER HP 10 PNEUMATIC DOUBLE ACTING ACTUATOR OR APPROVED EQUAL VALVE SHAFT ASSEMBLY AND ACTUATOR MOUNTING PLATE r EL 197.00 / l • "" 8" ELBOW 22.5", SST316L\ 8" PIPE SST316L ~ ~ \ BLIND FLANGE, SST316L \v-✓n DETAIL F SCALE: 1 /2"=1 '-0" M2 24"¢ PIPE, 10 GA SST316 r A JUSTABL ST M GUID DRAIN VALVE OPERATING NUT DETAIL H SCALE: 1/2"=1'-0" M2 R~Vl~WED BY: wJ.L.-~~" INSPECTOR DISCIPLINE DWG NO M5 DATE s-r~-,o DATE fsHrr'rl CITY OF CARLSBAD I SHEETS I >---+------+-----------------+----+---+----+-----• UQ_j ENGINEERING DEPARTMENT 38 ~====-==========='----==~ 1----+-----+-----------------+---+---+---+----I IMPROVEMENT PLANS FOR: l.AKE CAI.AVERA REMEDIAL IMPROVEMENTS OUTLET WORKS MECHANICAL DETAILS APPfWVED WILl.,JA~~UMMER .-tV~..,.: ~ ~~.. ~1-ai:: J----t----t-c.-c.--.c;--;.,;==-----------i----i----t----t----i DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/08 DATE "M #t//L T ,, DATE INnlAL DA lE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTI7ER APPROVAL CITY APPROVAL OWN BY: DG/)'IL/RU CHKD BY: JJ/MS/TV RVWD BY: AB PROJECT NO. 3821 I DRAWING NO. 411-6 ~---------+ n N 0 0 :;; N o>li. uo a:: .. 0.. a:: I i;l :::i; ::::, <( a I X I 48" x 48" JENSEN PRE-CAST PULL BOX OR APPROVED EQUAL-----,. 3" FLANGE THREADED SCH 40 SST316, TYP --~ 3" 90' ELBOW THREADED SCH 40 SST316 3" SEAMLESS PIPE THREADED SCH 40 SST316, TYP 3" 90' ELBOW FLANGED SCH 40 SST316, TYP NOTE: LOCATE HORIZ SUPPORT JUST BEYOND FLANGE HORIZ PIPE SUPPORT UNI-STRUT P1000 SST316, TYP SEE DETAIL J/M6 3" UNI-STRUT CLAMP SST316 k-::7.-:::::..-----:i---3" FLEX AIR HOSE TITAN MODEL SS200 OR APPROVED EQUAL NPT W/CRIMPED FITTING SST316, TYP 3/4" HYDRAULIC FLEX HOSE PARLEX MODEL 451 TC OR APPROVED EQUAL W/10343 MALE JIC 37' STRAIGHT FITTING SST316, TYP 3" FLEX AIR HOSE TITAN MODEL SS200 OR APPROVED EQUAL NPT W/ CRIMPED FITTING SST316, TYP 1~~1~e~====~=;=~-,==L_ 3/4" PNEUMATIC FLEX HOSE PARLEX 6" GREY PVC CONDUIT SCH 40 36" x 36" CONCRETE CONDUIT BANK, TYP ---!::::::::::::::::::i4 1-1/2" GREY PVC CONDUIT SCH 40, TYP 1 /2" ELECTRICAL FLEX CONDUIT PLASTIC _,,-- 48" x 48" JENSEN PRE-CAST PULL BOX OR APPROVED EQUAL----, 3" FLANGE THREADED SCH 40 SST316, TYP -------,. 3" 90' ELBOW THREADED SCH 40 SST316 ---.__ 3" SEAMLESS PIPE THREADED SCH 40 SST316, TYP 3" 90' ELBOW FLANGED SCH 40 SST316, TYP 3" FLEX AIR HOSE Tl TAN MODEL SS200 OR APPROVED EQUAL NPT W/CRIMPED FITTING SST316, TYP --- 6" GREY PVC CONDUIT SCH 40 RIGHT 90° PULL BOX B PLAN VIEW DETAIL 3/4" ::: 1'-0" NOTE: LOCATE HORIZ SUPPORT JUST BEYOND FLANGE D Cl --MODEL 540N W/10343 MALE JIC 37" STRAIGHT FITTING OR APPROVED EQUAL SST316, TYP "-1-----3/4" TUBING SST316 PRE-BENT W/ 37' FEMALE FLARE ANO NUT SST316 "----3/4" JUNCTION BOX PVC NEMA 6P "---HORIZ PIPE SUPPORT UNI-STRUT P1000 SST316, TYP SEE DETAIL K/M6 3/ 4" GREY PVC '---ELECTRICAL CONDUIT HORIZ PIPE SUPPORT UNI-STRUT P1000 SST316, TYP SEE DETAIL J/M6 3" UNI-STRUT CLAMP SST316 3" SEAMLESS PIPE THREADED SCH 40 SST316 TT7'1----TO PEDESTAL #1 -+----36", THIN WALL KNOCKOUT TO PEDESTAL #1 711/i'tl C(I/Vt/T TO PEDE Si A #\IN P(ltl. /J(}l 114~/I 3/4" TUBING SST316 PRE-BENT W/ WELD ON 37" MALE JIC FLARE SST316 36" x 36" CONCRETE CONDUIT BANK----~ -r 1-1/2" GREY PVC . -----t---'-+~-111-1:t ti CONDUIT SCH 40, TYP -I ! [I If 3/4" TUBING SST316 PRE-BENT W/ 37" FEMALE FLARE AND NUT SST316 3/4" JUNCTION BOX PVC NEMA 6P 3/4" GREY PVC ELECTRICAL 3/4" HYDRAULIC FLEX HOSE PARLEX MODEL 451TC DR APPROVED EQUAL W/10343 MALE JIC 37' STRAIGHT FITTING SST316, }~• PNEUMATIC FLEX HOSE PARLEX MODEL 540N OR APPROVED EQUAL W/10343 MALE JIC 37" STRAIGHT FITTING SST316, TYP ___ __,, TERMINAL PULL BOX G PLAN VIEW DETAIL G {Ij{Ij -3/_4_"_=-1·--0-,.--+---'c~,-1~~ CONDUIT HORIZ PIPE SUPPORT UNI-STRUT P1000 SST316, TYP SEE DETAIL K/M6 1 /2" ELECTRICAL FLEX CONDUIT PLASTIC HORIZ PIPE SUPPORT UNI-STRUT P1000 SST316, TYP VERTICAL PIPE SUPPORT UNI-STRUT P1000 SST316, TYP 48" x 48" JENSEN PRE-CAST PULL BOX OR APPROVED EQUAL------- 3" THREADED FLANGE SCH 40 SST316, TYP --- 3/4" HYDRAULIC FLEX HOSE PARLEX MODEL 451TC OR APPROVED EQUAL W/10343 MALE JIC 37' STRAIGHT 36"</J KNOCKOUTS 3" SEAMLESS PIPE THREADED SCH 40 SST316 FITTING SST316, TYP ---~.,;:, I 3/4" PNEUMATIC FLEX HOSE PARLEX MODEL 540N OR APPROVED EQUAL W/10343 MALE JIC 37</J STRAIGHT FITTING SST316, TYP __ _,,- 36" x 36" CONCRETE CONDUIT BANK 1 /2" ELECTRICAL FLEX CONDUIT PLASTIC _ __,, ~--~I I =j~F'l'I==;\ --=I~~ 3/4" GREY PVC ELECTRICAL CONDUIT 3" UNI-STRUT CLAMPS SST316, TYP 3" 90° ELBOW FLANGED SST316, TYP 3" SEAMLESS PIPE THREADED SCH 40 SST316, TYP 6" GREY PVC CONDUIT SCH 40, TYP 3" FLEX AIR HOSE TITAN MODEL SS200 OR APPROVED EQUAL W/CRIMPED NPT FITTING SST316, TYP 1-1/2" GREY PVC CONDUIT SCH 40, TYP 1-1 /2" GREY PVC ELECTRICAL CONDUIT ·-;---=4--1/2'' ELECTRICAL FLEX CONDUIT PLASTIC 3/4" JUNCTION BOX PVC NEMA 6P HORIZ PIPE SUPPORT UNI-STRUT P1000 SST316, TYP SEE DETAIL K/M6 3/4" UNI-STRUT CLAMPS SST316, TYP 3/4" TUBING SST316 PRE-BENT W/ 37' FEMALE FLARE AND NUT SST 316 STRAIGHT CONTINUOUS PULL BOX C, D, E, F1 AND F2 PLAN VIEW DETAIL 3/4" = 1·-0· 48" x 48" JENSEN NOTE: PRE-CAST PULL BOX OR LOCATE HORIZ SUPPORT APPROVED EQUAL ----, JUST BEYOND FLANGE 3" FLANGE THREADED HORIZ PIPE SUPPORT UNI-STRUT P1000 SST316, TYP SEE DETAIL J/M6 SCH 40 SST316, TYP·----,--------.~~----~--;--,---,, 3" TUBING SST316 PIPE PRE-BENT 3" 90° ELBOW THREADED SCH 40 SST316 3" SEAMLESS PIPE THREADED SCH 40 ---...., 3" SEAMLESS PIPE THREADED SCH 40 SST316 l..ill,l_Jl--l---l--_ff----TO PEDESTAL /13 SST316, TYP 3" go• ELBOW FLANGED SCH 40----t-. SST316, TYP I I 10" I 3/4" TUBING SST.316 PRE-BENT W/ WELD ON 3T MALE JIC FLARE SST316 3" SEAMLESS PIPE THREADED SCH 40 SST316, TYP ----L 3" COUPLING THREADED SCH 40 SST316, TYP 1 1 /2" GREY PVC CONDUIT SCH 40, TYP I ) 6" GREY PVC CONDUIT SCH 40 r;===!!'Ff=l,:'iff:, ---ro PEDESTAL #3 Tl/fl'(/ C't/TC)(JT [h,~,t=!=l=!§c, ---TO PEDESTAL #3 PUt.(. 80% //4TCII -- -1i1-1:t 1i1-- I I TERMINAL PULL BOX H PLAN VIEW --.._3/4" TUBING SST316 PRE-BENT W/ 37" FEMALE JIC FLARE AND NUT SST316 HORIZ PIPE SUPPORT UNI-STRUT P1000 SST316, TYP SEE DETAIL K/M6 PRESSURE TRANSDUCER PROBE 1 1 /2" GREY PVC ELECTRICAL CONDUIT W/ ACCESS SLOT -~-;-;,-~-A-/ ~-o-.. -+--~-1-1@ NOTE: CONTINUOUS CONDUIT FROM PULL BOX "F" TO "H" FOR . PRESSURE TRANSDUCER PROBE 1' -411 TYP I 7'-0" OIAMETER , ---,f'----24"</J PIPE 10 GA, SST316L 28" X 24" FLANGED TEE I '-' .,. 3:0 a.,. 3/4" UNI-STRUT CLAMP\ SST316, TYP \ UNI-STRUT P1000 BRACE SST316 NEOPRENE GASKET <J /j 28"</J BLIND FLANGE, SST316L • N <ON 0 :::!: + O;c 0.,. _J ~~ ~ ......... , ~tO X ~o I .. o....L NN' ~-I~ ~ON ~::;::N ~-E .. -.a en ... _ ::l Li... :V)W i-~ ~o i5 f 2 E ~ ~ 0 NoN ,,.-N ~8 ~ ---------------- Ii <O fi'8 1-atN rf-0 j .,.o NN ~N > CAmcART' GARCIA 'voN LANGEN' t~ i .. CCv L "l" WORLD TRADE DRIVE. SUITE 312 ~(j ~ SAN DIEGO, CALIFORNIA 92121t o:3: <C ENG I N E E RS !858)618-1704 F.axl858l618-5463 1 3/4" TUBING SST316-f'---<>t''---,f 3/4" GREY PVC CONDUIT UNI-STRUT PIPE SUPPORT DETAIL K NO SCALE M6 VERTICAL UNI-STRUT P1000 SST316 CONCRETE PULL BOX WALL 3/8" X 2 1/2" ANCHOR BOLT SST316, TYP I CONCRETE SADDLE PIPE SUPPORT SEE DETAlt[ O/M8 --"·'-+--c,;f,~·"-----""---,O=J.~\LEL-l6.100 I 1 6"</J SPOOL PE X FLG, 10 GA, SST316 TOWER DRAIN VALVE 6" ECCENTRIC PLUG VALVE, SS (NORMALLY CLOSED) PLACE VALVE AT 8 O'CLOCK POSITION ON BLIND FLANGE FA INV EL .163.50 T316 CE - DATE INITIAL ENGINEER OF WORK 3" FLEX AIR HOSE TITAN MODEL S5200 OR APPROVED EQUAL NPT W/CRIMPED FITTING MALE ADAPTER, TYP 3" COUPLING THREADED SCH 40 SST316, TYP HORIZ PIPE SUPPORT UNI-STRUT P1000 SST316, TYP SEE DETAIL J/M6 3" THREADED FLANGE SCH 40 SST316, TYP 3/4" HYDRAULIC FLEX HOSE PARKER MODEL 451TC OR APPROVED EQUAL W/10343 MALE JIC 37" STRAIGHT FITTING SST316, TYP 3/4" PNEUMATIC FLEX HOSE PARLEX MODEL 540N OR APPROVED EQUAL W/10343 ~~=ii MALE JIC 37~ STRAIGHT FITTING ---i~~~l~ SST316, TYP 1 1/2" GREY PVC CONDUIT SCH 40, TYP 3/4" GREY PVC ELECTRICAL CONDUIT 1/2" ELECTRICAL FLEX CONDUIT PLASTIC, TYP 3/ 4" JUNCTION BOX PVC NEMA 6P 3/4" GREY PVC ELECTRICAL CONDUIT 6" GREY PVC CONDUIT TYP SCH 40 3/4" GREY PVC ELECTRICAL CONDUIT lW:-J-3" 90' ELBOW --------, ~.l!,I l FLANGED SST316, TYP 3/4" TUBING SST316 PRE-BENT W/ 37' FEMALE FLARE ANO NUT SST316, TYP HORIZ PIPE SUPPORT UNI-STRUT P1000 SST316, TYP SEE DETAIL K/M6 3/4" UNI-STRUT CLAMPS SST316, TYP 3/8" X 2 1/2" ANCHOR BOLT SST.316, TYP LEFT 90° ELBOW PULL BOX F PLAN VIEW NOTES 3" PIPE SST316 3• UNI-STRUT CLAMP SST316 HORIZ PIPE SUPPORT UNI-STRUT P1000 SST316, TYP UNI-STRUT P1000 BRACE SST316 3/8" x 2 1/2" ANCHOR BOLT SST316, TYP VERTICAL UNI-STRUT P1000 SST316 CONCRETE PULL BOX WALL UNI-STRUT PIPE SUPPORT DETAIL J NO SCALE 1. THE 28" X 24" FLANGED TEE SHALL BE TEMPORARILY SUPPORTED ON CONCRETE BLOCKS UNTIL ALL CONNECTIONS ARE MADE. . ' 2, AFTER PROVIDING CONNECTION BETWEEN THE NEW 24" 1/0 PIPE ANO EXISTING ~-. ~ DISCIPLINE 30" OUTLET PIPE, CONTRACTOR SHALL INSTALL PIPE SUPPORT(S) AS 0,: CA\.\fO DWG NO PER DETAIL O/M8 . M6 "AS BUil T" ~~ ~ 1.k.,,.'l.-09-t~•{I,}_ DETAIL L I PE. 2 ,al°¥ EXP.~'3l-l2 DATE SCALE: 1 /2" ~ 1 ' , M2., I ' REY1EWEO BY: - luA°' l"~ s1a-w INSPECTOR DATE ~ CITY OF CARLSBAD m 1 ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS PULL BOX PIPE AND HOSE ARRANGEMENT Ai:f~O~. W~AM~_UMMER J?. h. /J, DEPUTY CITY ENGINEER PE 28175 EXPIRES J/31/08 DATE ii'. '.48-131/ILT" ' I DVvN BY: DGmL/RM I PROJECT NO. I DRAWING NO, i DATE INITIAL DATE INITIAL CHKO BY: JJ/MS/TV REVISION DESCRIPTION i 3821 OlHER APPROVAL CITY APPROVAL RVWD BY: AB 411-6 ' ' oa IIJ!e:!'l'. !!!WG!!!',!'!!,!'lCL!"!s!'a-"',p!'!.o!'!WG!!-____ "'l',2~,2~9!1'!4_ ... Ulll ______________ liim ___________________________________ ,.. _________________________ ..,. __________________ """Y-""'--------------------------------..11 042001 N i:i °' a.. I ~ 0 I X t N oN ~ "' " .. "' ffi'3 V>co :::, V) g; X I "' ,.. 3~ "!N ,.._ N 0 :::. I ,.. Oy; ~_J .;~ :::!lO I <OX ~ I <:<a...,_ NNV ~ 10 f3~ ~i .. -.a V) "":. ::J u.. iv, 1,! jQX i~ ./ I~~ HORIZ PIPE SUPPORT UNI-STRUT P1001 SST316 3" SEAMLESS PIPE THREADED SCH 40, SST316, TT'P CONTROL BUILDING WALL PENETRATION --- 3/4" 90' ELBOW FEMALE NPT X MALE 37' FLARED JIC SST316, TYP ----.. 3/4" TUBING SST316 NOTE: UNI-STRUT MUST BE SPACED FROM WALL TO KEEP PIPES A MINIMUM OF 3-1/2" FROM PULL BOX WALL TEtEl'/!aft tJOK I 3"0 90' ELBOW THREADED SCH 40 SST316, tiyp PRE-BENT W/ FEMALE 37' _4~"711-. FLARE AND NUT SST316, TYP tE/IEt T,f.4/18. t/lt't 3/4" UNI-STRUT CLAMP SST316, TYP 3 / 4" PIPE THREADED SST316, TT'P CONTROL /=1, BUILDING WALL PENETRATION HORIZ PIPE SUPPORT UNI-STRUT P1001 SST316 VERTICAL PIPE SUPPORT UNI-STRUT PlOOO SST316 A. 3/4" HYDRAULIC FLEX HOSE PARKER MODEL 451TL OR APPROVED EQUAL W/10343 MALE JIC 37' STRAIGHT FITTING SST316, TT'P (VERTICALLY EVERY OTHER ONE) 8. 3/4" PNEUMATIC FLEX HOSE PARKER MODEL 540N OR APPROVED EQUAL W/10343 MALE JIC 37' STRAIGHT FITTING SST316, TYP (VER TIC ALLY EVERY OTHER ONE) 3" PIPE THREADED SCH 40 SST316 ---~ 4" CONCRETE WALKWAY BACKFILL MATERIAL SEE NOTE'S--, EXCAVATION LIMITS _ _,, • 0 I in 2'-0" 1 M7 PULL BOX A PLUMBING PLAN DETAIL SCALE: 3/4"=1'-0' 3/4" 90" ELBOW FEMALE NPT X MALE 37' FLARE SST316, TYP __ J ________ .J -----·-. [---l[ _________ [ - ----C J ___ J _____ Jl_ ---: ·-·-[ _____ ,._ ' -e-····1c·==--Jr"'=--~--• I I n11.,c,11 ·1r--=L-~ VERTICAL PIPE SUPPORT UNI-STRUT P1000 SST316 3" THREADED FLANGE SST316, TYP 3" UNI-STRUT CLAMP SST316 TYP 3" FLEX AIR HOSE TITAN MODEL SS200 OR APPROVED EQUAL W/ CLAMPED NPT FITTING SST316, TYP 36" x 36" CONCRETE CONDUIT BANK 6" GREY PVC CONDUIT SCH 40 1-1/2" GREY PVC CONDUIT SCH 40 3/4" PNEUMATIC FLEX HOSE PARLEX MODEL 540N OR APPROVED EQUAL W/10343 MALE JIC 37' STRAIGHT FITTING SST316 3/4" HYDRAULIC FLEX HOSE PARKER MODEL 451 TL OR APPROVED EQUAL W/10343 MALE JIC 37' STRAIGHT FITTING SST316 1 1 /2" GRAY PVC SCH 40 ELECTRICAL CONDUIT (TO BE CONNECTED TO CONTROL ROOM) 3/ 4" HYDRAULIC TUBING SST316 PRE-BENT W/ FEMALE 37' FLARE AND NUT SST316, TYP 3/4" PNEUMATIC TUBING SST316 PRE-BENT W/ FEMALE 37' FLARE AND NUT SST316. TYP CONTROL ROOM EXTERIOR WALL 8" CMU ---~:~{iD~68W~:;;6;'.':<'~p; SST316, TYA_. ___ 1.~_--.;} ·-•/_· [/ 1'"-,,' / / ~ . .:,1 HORIZ PIPE SUPPotrt:::--·; UNI-STRUT lp1oot:J/2< SST316, TY~ .. , .. 3• uN1-STRLT CLA~;J;? SST316 3161 TYP 1 3/8" x 2-1!2" ANCHOR SOLT SST31 , TT'P (SPACE EVE LY) 3/4" UNl-1TRUT CLAMP SST~16, TYP 3" go· ELBbw THREADED SCH 40 I SST316, TYP 48" x 4~" RE-CAST JENSEN PU L BOX __'.)R~PRO ED EQUAL PULL BOX A PLUMBING LAYOUT FRONT SECTION VIEW PULL BOX A & B-EXCAVATION/BACKFILL DETAIL SECTION SCALE: 3/4"~1'-0' M7 / '----" NOTES ~.2~ §8 0 ►---------------. 1. EXCAVATION TRENCH FOR 48 X 48 PULL BOXES, A AND B SHALL BE 9-FT WIDE AND 5-FT DEEP N ~ '" l~s ]+N ~o j~N ~;::-~ la: z i .. CC y L 1239& woRLD TRADE DRIVE, sum 312 g0 ~ SAN DIEGO. CALIFORNIA n128 2. FOR PULL BOXES A AND 8, BACKFILL TRENCH USING IMPORT MATERIAL WITH 90% COMPACTION TO HYDRAULIC ACTIJATOR------.. TO INTAKE SCREEN AIR TO PNEUMATIC ACTIJATOR r TO HYDRAULIC ACTIJATOR END OF TRAVEL MICRO SWITCHES BACKWASH PORT, SCREEN 1 ------... 3/ 4" HYDRAULIC FLEX HOSE PARKER MODEL 451 TL OR APPROVED EQUAL W/10343 MALE JIC 37" STRAIGHT FITTING SST316, TYP ----- 1.-tt--3/4" PNEUMATIC FLEX HOSE PARLEX MODEL 540N OR APPROVED EQUAL W/10343 MALE JIG 37" STRAIGHT FITTING SST316, TT'P 1 1/2" GRAY PVC CONDUIT SCH 40, TYP 3" FLEX AIR HOSE TITAN MODEL SS200 OR APPROVED EQUAL W/ CRIMPED NPT FITTING SST316, TYP .3" THREADED FLANGE SST316---- UNI-STRUT PIPE SUPPORT P1001 SST316 OR APPROVED EQUAL, TYP 3" UNI-STRUT PIPE CLAMP SST316, -- TYP < ,. < ' }. . < ll. < < ' • • .. 4" rn,-➔-4L-112· ELECTRICAL FLEX CONDUIT PLASTIC 4" x 6" JUNCTION BOX PVC NEMA 6P Iu1--w-1t--3/4" GRAY Pvc scH 40 ELECTRICAL CONDUIT illt--a-~/4" UNI-STRUT PIPE CLAMP SST316, TYP ' < L, . £ . ,', , . <, L '< '1===11==~~,l!e,,~~~=~b~j___-lt--~/4" TUBING SST316 • ' • 1 , G ~ PRE-BENT W/ FEMALE 6" GRAY PVC CONDUIT ----.._ SCH 40, TYP . r:v ' ,i 37" FLARE AND NUT . ' <,\QI' · <G G 'G SST316, TYP I l J.. I I I < l. l. .(. ·' , G ~ ·<¥ 3" SEAMLESS PIPE .;' ' :1 . ,' G. G ,a<, SCH 40 SST316 l <-L, 'it. " L • < "--~ll--3" 90" THREADED ELBOW SCH 40 SST316 PEDESTAL #1 PIPE AND HOSE SUPPORT • 0 I 0 ~ I 0:, !hi ------- e, t< L DETAIL NO SCALE 7' o" - - 5'~7~ /' j . ) ~ .,. ---- 0 / re _____... I I/ I \ '-----PIPE SUPPORT DETAIL SEE DWG M3 ( Z8 "J.10;1: st!PL!Ncfl) I.. . 76 -. GRATING FRAME v L3"x3"x1/4" SST316L ~ ( COtlPL!/10 I \. -GRATING SUPPORT BEAMS I/ 2 L3"x3"x1/4" SST316L SEE DETAIL GS-1 -~ ~" p,.,__ FRP GRATING PANELS EXISTING OUTLET BOX WITH PROPOSED GRATING DETAIL 1/2" = 1' GRATING NOTES: APPLY TO DETAILS G/M2 AND D/M1 1. EXTEND GRATING CONTINUOUSLY OVER GATE GUIDES AND GATES • 2. NOTCH GRATING SUPPORTS AT GATES AS REQUIREO. 3. GRATING SPAN ~ SEE PLAN. 4. WIDTH OF GRATING SECTIONS SHALL NOT EXCEEO 3'-0". 5. SHOP DRAWINGS BASED ON FIELD DIMENSIONS SHALL BE SUBMITTED TO THE CONSTRUCTION MANAGER PRIOR TO FABRICATION. 6. MATERIAL FOR SUPPORTS OF STEEL AND ALUMINUM GRATING TO BE SAME AS GRATING. EXCEPT METAL SUPPORTS THAT ARE TO BE EMBEDDED IN CONCRETE SHALL BE TYPE 316 STAINLESS STEEL. 7. UNLESS NOTED OTHERWISE ON PLANS. GRATING THICKNESS SHALL BE AS 'TABULA TED IN GRATING THICKNESS TABLE' FOR APPLICABLE TRAFFIC. 8. BEARING BAR THICKNESS FOR GRATING TO BE 3/16" MINIMUM. 9. BAND ALL EDGES MTH 3/16 x DEPTH OF BEARING BAR. 10. PROVIDE MISCELLANEOUS GRATING FASTENERS AS REQUIRED. 11. TYPE OF MATERIAL USED SHALL BE AS SHOWN ON PLANS OR AS SPECIFIED. THIS STANDARD DETAIL INCLUDES 3 TYPES. AL THOUGH ALL 3 MAY NOT BE INCLUDED IN PROJECT. 12. THE HORIZONTAL CLEARANCE BETWEEN THE GRATING ANO GRAING SUPPORTS SHALL NOT BE LESS THAN 1/4" NOR GREATER THAN 1 /2" AND AS SPECIFIED. 13. ALL GRATING SECTIONS, ™EN IN PLACE, SHALL ALWAYS BE FIRMLY ANCHORED TO THEIR SUPPORTS AS SPECIFIED. FOOT TRAFFIC . GRATING THICKNESS TABLE MAXIMUM ALUMINUM STEEL FIBERGLASS· SPAN (IN) (IN) (IN) '. 3'-6" 1 1/4" 1 .. 1 1/2" 4'-o" 1 1/2" 1" 1 1/2" 4'-6" 1 3/4" 1 .. 1 1/2!' 5'-0" 1 3/4" 1 1/4" MAXIMUM 5'-6" 2· 1 1/4" ALLOWABLE 6'-0" 2 1/4" 1 1/2" SPAN IS 4'-6" LIMIT 6'-6" 2 1/4" 1 1/2" DEFLECTION D FRP GRATING MINIMUM BEARING DIMENSION SEE NOTES __ V GS-1 " SST316 2-L3"x.l"x1/4 GRATING SUP BEAMS PORT . DATE TO HYDRAULIC ACTIJATOR VALVE 2 TO HYDRAULIC ACTUATOR VALVE 3 TO IN TAKE SCREEN AIR BACKWASH PORT SCREEN 2 INTAKE SCREEN AIR BACKWASH PORT SCREEN 3 ~ '\ 3/4" HYDRAULIC FLEX . . '\. HOSE PARKER MODEL 451TL OR APPROVED EQUAL W/10343 MALE JIG 37" STRAIGHT FITTING SST316, TYP=----...1. 3" THREADED FLANGE SST316, TYP 3" FLEX AIR HOSE TITAN!~~~ MODEL SS200 OR APPROVED EQUAL • 12" I TO PNEUMATIC ACTUATOR VALVE 2 TO PNEUMATIC ACTUATOR VALVE 3 TO HYDRAULIC ACTUATOR END OF TRAVEL MICRO SWITCHES VALVE 2 TO HYDRAULIC ACTUATOR END OF TRAVEL MICRO SWITCHES VALVE 3 3/4" PNEUMATIC FLEX HOSE PARKER MODEL 54DN OR APPROVED EQUAL W/10343 MALE JIC 37" STRAIGHT FITTING SST316, TYP 4 x 6" JUNCTION BOX NEMA 6P, TYP W/CRIMPED NPT FITTING 3/4" GRAY PVC SCH 40 SST316, TYP ELECTRICAL CONDUIT 3" UNI-STRUT PIPE _.,,-HORIZ PIPE SUPPORT CLAMP SST316, TYP __,,..--UNI-STRUT P1001 3" SEAMLESS PIPE t:;.j=~l=J=~cillib•ct~~t=j~cj~i::,j. ~ SST316, TT'P SST316 SCH 40 3/8" x 3" ANCHOR BOLT 3/4" TIJBING SST316 4.. 4,. SST3l 6, TYP PRE W / FEMALE _,,, ----1-'---l--lf-":-i-~- 37" FLARE AND NUT SST316, TYP ----" 1-1 /2" SEPARATION, TYP PEDESTAL #3 PIPE AND HOSE SUPPORT NOTE: PIPE SUPPORT NOT SHOWN DETAIL F NO SCALE Ml F M2 SEE DWG M3 FOR SECTIONS AND DETAILS ---~ ------------------~-- /..,,,,--..,.+-c>-. -........., ~-' ,/_,.' ALUMINUM GRATING 8'00!°~. 2 1/2" THICK SEE GRATING NOTES OUTLET TOWER .,..-----~--.---.. 6 EXISTING CONCRETE 6"0//ERLAP v'# CO#C;feTE TtJWE/? ~-\\ Willi 5 x}'4° 8",RE'IJI/E,40.9 ~--+ __J A \ '-'....__,.__,____.. '--.-.-/ ___..r____, I \ ANCHOR BOLT 5/8"~x0'-6", SST316, TYP LUMINUM SEE GRATI OUTLET TOWER REMOV BLE GRATING COVER PLAN /SECTION A-A DETAIL SCALE: 1/2"= 1' MINIMUM BEARING DIMENSION SEE NOTES SQUARE RECESSED WASHER G 1/2"~ X Q'-2 1/2" BOLT AND DISCIPLINE NUT SST316 DWG NO FRP GRATING /i M7 5/B"xo'-6" STAINLESS STEEL . ANCHOR BOLTS @ 1'-6" CTRS, 11 n H • ~ "AS BUILT" 1'-o• CTRS FOR FIBERGLASS • .. -, ANGLES OR IN LIEU OF ANCHOR 1 / 4 FILLET WELD BOLTS, USE 3/4" CONCRETE /" ✓~k &~ a'l-14-1~ ANCHORS @ 1'-0" OC .• L3"x3"x 1 /4" GRATING SUPPORT • ANGLE FRAME SST316 (FOR P.E. 2 $//7 /; EXP. 'J ''3 (: l'2-DATE FOOT TRAFFIC GRATING) GS-2 REVIEWED BY: Lu~ L..,..11.0t "" ~-ta-io INSPECTOR ; ' DATE ~ CITY OF CARLSBAD m 2 ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS PIPE SUPPORT AND GRATING DETAILS A~i;,~VED __ ,WIL~M f,-~ME: .. .......---. ~-1c~, ' DEPUTY CITY ENGINEER PE 28176 EXPIRES .l/31/08 DATE /1\ '48·/3U!LT'' DWN BY: DG/NLLRM PROJECT NO. INITIAL DATE INITIAL DATE INITIAL CHKD BY: JJ,'.MSLTV 7'-0" 2 1/2" 1 3/4" TO 1/4" MAX I I DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL QTY APPROVAL RVW1J BY: AB 3821 411-6 -ii:~<( E NG I N E E RS {8S8)618-mt. Fax(BSBl618-S461 00~~~~~~----~ffl!'!"' ____________________________________________________________________________________________________________________________ _. C: 0WG12 ClSB-IP.DWG 12 12 94 042007 N 1/4" THK NEOPRENE PAD, 6" WIDE, 2" OVERLAP W/ 316SST BAND STRAP, TYP ALL U-BOLTS ALONG 24"\li DOWNCOMER -- A 3/4" U-BOLT, SST316 2 4" Ill DOWN COM ER PIPE, SST316L 3/4" U-BOLT, SST316 24"\li DOWN COMER PIPE, SST316L ALL ANGLE BRACE JOINTS ARE TO BE FULLY WELDED PLANVIEW ' SECTION A-A DETAIL NO SCALE PULL BOX TO ALIGN WITH CONDUIT, SEE NOTE 1 4 • L M5 ,-----7 6" NOMINAL I I I I I I 1 /2"x0' -6" ANCHOR BOLT L 4"x2"x1/4", SST316 L 2"x2"x1/4", SST316, TYP EXISTING OUTLET TOWER WALL ,,,.--Y." THK NEOPRENE PAD L 2"x2"x1/4", SST316, TYP ½"~ ANCHOR. BOLT WITH 6" EMBEDMENT FILLED 'MTH CEMENT GROUT OUTLINE OF CONDUIT, TOP FLUSH 'MTH TOP OF ROCK BLANKET BOX & BACKFILL SECTION f--w "' • z 0 <( ...J I al ;,, "' (J 0 0:: TOP OF CONDUIT FLUSH 'MTH TOP OF ROCK BLANKET, SEE NOTE 1 COMPACTED ROCK BACKFILL, SEE NOTE 1 CB 0 0 0 0 0 0 f--w "' CB 0 0 0 0 0 0 'o z <( ...J I al ;,, "' (J CB 0 0 0 0 0 0 0 0:: . /);_~y> ~~~< ~«"<~K¼~_r 6" _,____,,~ __ 6_"__ ~SUBGRADE NOMINAL NOMINAL TYPICAL CONDUIT BANK & BACKFILL SECTION 1 SCALE: 3/4" = 1'-0" Ml NOTE: 1. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF EXCAVATION AND BACKFILL. MAXIMUM OVER EXCAVATION INTO SUBGRADE SHALL NOT BE GREATER THAN 6". 1 / 4" THICK X 5" WIDE TYPE 316 SST BAND STRAP ----, . .. . . · 3/4"\li OR 7 /8"\li TYPE 316 SST ANCHOR BOLT/STRAP REQUIRED WHERE SHOWN,-~ TYP 1/4" THK NEOPRENE PAD 3000 PSI CONC MIN 12" THICK 2-#3 TIE---. PROVIDE D+ 18" LONG 24" WIDE, 12" THICK BASE AGAINST UNDISTURBED SOIL OR 95% COMPACTED FILL-~ CONCRETE SADDLE DETAIL NO SCALE '---6#4 STEEL DOl'yELS IN CONC SLAB, D~ILL 1 1 /2"\li MIN, 6" :DEEP, ANO EPOXY GROUT PIPE SUPP OP< T ' 0 M6 -5/ltET PILt.5 NIU 8c CQT 10 t114TCII Etffl,1Tl(JI{ r),F 5t.Ul?lfY clYC.4$t;/l~rtT STEEL SJIEETf'/L£$ TtJ -~ RE-4(4/# ... b • ,4£)() G • T{) /JE.4,M 1d JCC~A1CJ[}.4TE T/1£ J~ 3' COIIOl#T El(C.15£"MEl'/T 1r=========~~~-/IP /2x!H PEii' f'L./Jf/ ... A ,. ; -- ,,. .. .. ·• • .. REVIEWED BY: .3' ... . . -~ . , . ~ ~ : : ··. :, .. : '. . . ··. -~ ·: ,. . . . .. : ·.. . ~ -. • . • : ...... • •• • ,: •• '<1-_, 2 el/CK St.//R!?Y CJ) DISCIPLINE DWG NO M8 "AS BUILT" ()9--1,f-lo DATE lb~ 1~1 INSPECTORY DATE fsHml CITY OF CARLSBAD I SHEETS I l----+---1--------------+---+--l----+----I ~ ENGINEERING DEPARTMENT 38 t----+-----1---------------+----+--t----t----t DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS PIPE SUPPORT DETAILS OWN BY: DG/NL/RM CHKD BY: JJ/MS/TV RVWO BY: AB PROJECT NO. 3821 I DRAWING NO. 411-6 ~------~ d 042001 "' C C r ' ' I CONTROL SYMBOLS SINGLELINE DIAGRAM SYMBOLS SYMBOL DESCRIPTION SYMBOL DESCRIPTION ---yf9L OL: MOTOR STARTER OVERLOAD 0 UTILITY COMPANY METER \NV * DISTRIBUTION OR CONTROL TRANSFORMER NORMALLY CLOSED CONTACT NV\ ')Sf© AIR CIRCUIT BREAKER, AMPS / POLES ' ~ f-NORMALLY OPEN CONTACT @ SHUNT-TRIP COIL I @ COIL, MS: MOTOR STARTER, CR: CONTROL I ) MCP MOTOR CIRCUIT PROTECTOR BREAKER RELAY, TD: TIME DELAY RELAY I MAGNETIC MOTOR STARTER, NEMA SIZE 1 c,J__p MAINTAINED "ON-OFF" SELECTOR SWITCH IS] 1 FULL VOLTAGE, NON-REVERSING REV : REVERSING _j_ N.0. PUSHBUTTON SWITCH (START) PW : PART WINDING START 0 0 RVAT : REDUCE VOLTAGE AUTOTRANSFORMER START <lli) N.C. PUSHBUTTON SWITCH (STOP) (3 ELECTRIC MOTOR, 700 H.P. M U A t HAND-OFF-AUTO SELECTOR SWITCH I Rvss\ REDUCED VOLTAGE SOLID STATE MOTOR cdNTROLLER 0 0 (SOFT STARTER) ~ TIMED CONTACT, NORMALLY OPEN, TIME CLOSED + TIMED CONTACT, NORMALLY CLOSED, TIME OPEN I MPU I MOTOR PROTECTION UNIT ~ PRESSURE SWITCH ~> b INDICATING LIGHT OVERLOAD PROTECTION ~ LIMIT SWITCH ZSO=OPEN ZSC=CLOSE -. ICIO INSTANT CLOSE, INSTANT OPEN . . - ICTO INSTANT CLOSE, TIME OPEN IOTC INSTANT OPEN, TIME CLOSE TDAE TIME DELAY AFTER ENERGIZING TOAD TIME DELAY AFTER DE-ENERGIZING IR CURRENT RELAY OL OVERLOAD CONTACT KIQ ELAPSED RUN TIME METER -. - , , '- •• .. ..-1:-1 • ._. .. -,, -. ALEXANDER ENGINEERS INC, CCV L 12396 WORLD TRAD£ DRIVE, SUITE J12 502 W. ALOSTA AVE. SUITE 17 SAN DIEGO, CALIFORNIA 92128 GLENDORA CMJF, 91740 ENGINEERS (85B)618•1704 Fa1d8S8)618•5463 (62t5) 914--1244 C:\DWG12\CLSB JP.OWG 12/12/94 ELECTRICAL SYMBOLS SYMBOL DESCRIPTION Q)--1 JUNCTION BOX OR CONDUIT FITTING [TI-1 ELECTRICAL DEVICE OR OUTLET . EXPOSED CONDUIT ----UNDERGROUND CONDUIT 70'-CONDUIT RUN WITH 3# 12 AWG. /\ ---v FLEX CONDUIT C!Js;s PUSH BUTTON STATION S/S: START /STOP, LOS: LOCKOUT/STOP, J: JOG --=i=-ELECTRICAL GROUND ( SJ MANUAL MOTOR STARTER I j_ TOGGLE SWITCH ITT DUPLEX RECEPTACLE MH MOUNTING HEIGHT I I . . ' /1\ ".4$-:Rl//LT'' DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION . OTHER APPROVAL y<r-oF Ess,01\-: '<"0◊ I>--BASs >-; J<' ~ <1..1 ~ Oc:., -i .<..:. Q 't,_ Cl 0 "{" NO. C51336 .,.. t LJJ • m ;;!, EXP, JUNE 30, 200! ~ '<•~' fN/~I~'. DISCIPLINE FClil DWG NO E1 "AS BUil T" ~$~; t'~ gmwt.-IYJ-1~-L~ P.E. 'l..Rt_7C EXP. 3. -J{: {.L DATE REVIEWEO BY: &)Ji..._. L.,,,. -$~1-Z·ID INSPECTOR ,:ec:,, F-DATE ~ CITY OF CARLSBAD ~ 4 ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS LEGENDS AND SYMBOLS APPRO~ED • Wl~M~JMMER ~.r-M ~ ..,.,,,, /2-l/·'26 DEPUTY CITY ENGINEER PE 28175 EXPIRES 3/31/08 DATE OWN BY: JCL I PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: JCL 3821 CITY APPROVAL RVWD BY: JSP 411-8 r r no, F N 042007 ~ ,'!. " 0 0 ~ ,,; ., ~ " ~ .. ~ ~ 1§ ~ al " 0 ~ ~ i "' w .. w -' .l! E i '" ]! ~ l 0 .ll • i ~ a. C 0 "' ·5 " DC I w (f) <( [D I st ,-... 0 ,-... w .,:I (f) D <( 0 DC I X I st 0 st N N f-(f) z 0 0 i:5 (/) >-::, ...J X I st 0 st N N "' z D <( DC CJ X I st 0 st N N N > C ...J o::, 0 (f) E I EO 0.. .. 0 DC f-wx (/) I :::, st 0 st N N "' 5 D N y: I -' wm /f- lO I Ox 01 N st lo ost ~N ;::'.N E .0 .. " (/) 1/J b -DC ox C [;: / 0 a; E >o o,,., Ost 0 .. CJ) " .'< Ot0 -'o 10 st N 0 /. st r,-. NN N "-/o, IL(/) .. w "' >-,;: <( DD I \ / CCV. L 12396 WORLD TRADE DRIVE, SUITE 312 SAN DIEGO, CALIFORNIA 92128 E N G I N E E Rs l858)618-1704 Fax18581618-5453 C, \DWG12\CLSB-IP.DW 12/12/94 .....-1:-1 .,.,,..,_ ALEXANDER ENGINEERS INC. 502 W. ALOSTA AVE. GLENDORA 626 914--1244 SUITE 17 CALJF. 91740 ' / ! \ \ \ i / / / i / I / i I I I .i / '! / I \, V \ I \ \ '\ ! \ \\ \, \ 1' I I ' \ \I'\ \'..~ \ I \ \ I I ' f ' / / / ',[~: I '• I ' ' I ' ! ! 0 / / / I I ' ! _...,:,---~ PULL_ELOX (:__ ,--------- ---------- PULL BOX B P-UkL BOX A. CONTROL 'BUILDING \ ' \ LAKE GALA VER I CONDUIT BANK FOR HYDRAULIC, PNUEMATIC AND CONTROL LINES PULL BOX, JENSEN PRECAST 48"X48" OR APPROVED EQUAL, TYP .:·cc· . __ PULL BOX D _../ ~ I ---I I I I I I I I J ,..------ I i / \_.--- PULL BOX E w z ...J w z PULL BOX E ·~ >:.:<>··. ' . .. \ PULL BOX G BOX H \ I PULL \ I / EXISTING OUTLET TOWER \ ' \ I 316L TEE-SCREEN AND 18" BFV ULL BOX F2 PULL BOX F1 PULL BOX F SHEET NOTES . [j] LOCATION OF SDG&E HANDHOLE IS APPROXIMATE, COORDINATE WITH SDG&E FOR EXACT LOCATION, CONDUIT SIZING AND ROUTING FROM HANDHOLE TO UTILITY SERVICE PEDESTAL. [11 TRANSITION FROM 2/C#1 B SH TO CABLE SUPPLIED BY TRANSMIT17ER MANUFACTURER. CABLE SHALL BE CONTINOUS TO TRANSMITTER ELEMENT. INSTALL STRAIN RELEIF PER TRANSMITTER MANUFACTURER'S RECOMMENDATIONS. [11 DISCIPLINE DWG NO E2 "AS BU IL T" ,,f#ft/4, · rf?/4-nn.--&1--f·h P.E.Z/Jm ExP.3<3I-12 DATE REVIEWED , BY: 0JLL INSPECTOR CITY. OF CARLSBAD ~ 1----+-----+--------1---------l-------l-----l------1 5 8 ~==:'....':::==E=:N::::G::l:=N=:EE=:R::::IN:=G:::::::::D::::E=:P::::A:::::R:::::T::::M:::EN::::T::::==:::'...:::==::::~ /1\ "/15 '3t//t.T" DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS SITE ELECTRICAL PLAN APPRO~ED _WILLl},M !:-':::MMER &:12t!i1w-1 l( ~....... M-//. A.I'. DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/08 DATE DWN BY: DG/NL/RM I CHKD BY: JJ/MS/1V RVWD BY: AB _ PROJECT NO. 3821 I DRAWING NO. . 411-6 n r-N ~ r ,- ' ~ ,_ L I j-----;= ,- t (I) w I 0 ~ z -w _j <( 0 (f) -;;l z Q ~ I .,i ; :i' ,! i",j '.oi , I : ·_1 09 ii (X ::J ~------------------------------------------------------------- KEYED NOTES TOTAL LOAD CALCULATION OJ COORDINATE WITH SDG&E FOR NEW SERVICE. GENERAL NOTES 1 . ALL POWER CONDUCTORS SHALL BE COPPER THWN, 600VAC. 2. MAIN SERVICE BREAKERS AND BRANCH CIRCUIT BREAKERS SHALL BE INVERSE TIME, 65,000 AIC SYMMETRICAL RATING, WITH ADJUSTABLE INSTANTANEOUS TRIP. MAIN CIRCUIT BREAKER SHALL HAVE ADJUSABLE (LSIG). SERVICE 480/277 VAC 31/>, 4 WIRE LOAD DESCRIPTION FLA AIR COMPRESSOR 17.3 HYDRAULIC PUMP 2.6 MISCELLANEOUS POWER 27.0 25% OF LARGEST MOTOR 4.3 CONNECTED LOAD 51.2 SDG&E PAD MOUNTED TRANSFORMER I NEW METER/MAIN PEDESTAL 7 I DISTRIBUTION PANEL 100 A BUSS 7 L ____ _J 101 102 TO GROUND BUS I~~ ~ II I ,,------... 1 00 AT I I I M 3 P I I I GFI I I ) 20 AT 3P ) 15 AT 3P I .::::-...:::::"..;:;:-~>----'--~ I I ml GROUNDBU~ ___ JL ___ ~--=~-, 103 l"C,#4 B.C. 1 "C,#4 B.C. ~~~ GND WELL GND WELL 10 HP G83) AIR COMP. PANEL SINGLE LINE DIAGRAM NTS /tJAI::M:'.;P~_, 104 3/VtiJ" /J,f,f,4/(.fR ' HPU 3 KVA ELECTRICAL EQUIPMENT 11 1 ) 15AT 2P PANEL 12 CKT PRECAST CONCRETE GROUND WELL WITH TRAFFIC COVER GROUND BUS OR LUG ---------..._ GROUND CONNECTION 3/ 4"DIA X 1 O' -0" COPPER CLAD GROUND ROD GROUND CONNECTION------~ BONDED TO METALLIC COLD WATER PIPING SYSTEM WHERE AVAILABLE CONCRETE FOUNDATION OR FOOTING----~ NOT MORE THAN 3" OR LESS THAN 1" WHERE CONCRETE IS IN DIRECT CONTACT WITH EARTH ~~ BC INSULATED GROUND BC (3" MIN FROM REBAR) GROUND WELL DETAIL 8 CONCRETE ENCASED UFER GROUND C NOT JO SCALE E3 NOT TO SCALE E3 ...-1:-1 ""'!I'•• ALEXANDER ENGINEERS INC. CONDUIT CONDUIT FROM NUMBER ®D POWER PULL BOX ®D NEW XFMR PAD (@ID METER & MAIN PEDESTAL @:) SWBD C1QD SWBD <tQID T-2 <@1§) UPS-2 CJ]D PCP @D PCP ®D TELEPHONE PULL BOX (@[) PCP CIID VALVE ACTUATER PANEL CjJQ) SWBD CTID T-1 <1ID PNL "A'~ CUD PNL "A" CUD PULL BOX CTI[) PULL BOX <JJD PULL BOX VOLTS 120/240 I 11/> PHASE IDENTIFICATION WATTS A B INTERIOR LIGHTING 1400 EXTERIOR LIGHTING 500 HPU CONTROL PNL 300 PCP 300 EXTERIOR LIGHTING 500 SPACE SUBTOTAL WATTS 2200 800 TOTAL 1/>A WATTS TOTAL 1/>B WATTS CONN ECTED WATTS DATE INITIAL 3200 2020 4720 11\ h ,4,5 /3tllt.T" SCHEDULE TO QTY' & FILL EACH SIZE CONDUIT NEW XFMR PAD 4" CONDUIT ONLY W/ PULL ROPE METER & MAIN 4" CONDUIT ONLY PEDESTAL W/ PULL ROPE DISTRIBUTION 2" ,5/f I PANEL #6 GND COMPRESSOR 3/4" 3#12 1#12 GND T-2 3/4" 3#12 1#12 GND UPS-2 3/4" 3#12 1#12 GND HPU 3/4" 3#12 1 #12 GND VALVE ACTUATER PANEL 1 " 20#14 HPU PANEL 1 " 28#14 PCP 2" PULL ROPE LAKE LEVEL 3/4" 2/C#18 SH. TRANSMITTER VALVES 1 " 12#14 T-1 3/4" 3#12 & #12 GND. PNL "A" 3/4" 3#12 & #12 GND. EXHAUST FAN 3/4" 2#12 & #12 GND. RTU PNL 3/4" 3#12 & #12 GND. VALVE 1 3/4" 4#14 VALVE 2 3/4" 4#14 VALVE 3 3/4" 4#14 PANEL A MAIN CB 40/2 CKT MAIN CKT BKR NO. '}I) NO. BKR WATTS IDENTIFICATION A B 20 1 r, r,_ 2 15 300 ACTUATOR CONTROL PNL 15 3 r, r, 4 20 720 RECEPTACLES 15 5 r, r, 6 15 400 EMERGENCY LIGHTS 20 7 r, r, 8 20 500 SPARE 15 9 r, r,_ 10 15 300 PCP 11 r, r, 12 SP'Aff //PU I.IP$ 1000 1220 SUB O AL WATTS REMARKS: AMPS 39.0 DISCIPLINE DWG NO E3 "AS BUil T" l'-oFESSto ~o" ~t~s,-~~ ~,a,;7~ / ~( ,_ t::2-14•1// ~ ;i~"':·:,/1_',:~~('},_,~ g II) ' ..... -z_ qj !'IIO.C51336_!),. m ,. ,,. m P.E. '2,{J/'7' EXP. 3•3{.'/2. DATE -'/tgNE 30, 200! ,i '-· __ 1~¥d?~ ry-.. REVIEWED BY: / '•.·r;,r,:"1..\:_,,... &. )Jk_ '-'-ri 8·11-10 INSPECTOR --DATE L[J CITY OF CARLSBAD m 6 ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS SINGLELINE DIAGRAM, LOAD CALCS, SCHEDULES APPROVED WILLIA~LUMMER ~ . /.. 17-U-06 DEPUTY CITY ENGINEER PE 26176 EXPIRES 3/31/08 ' DATE DWN BY: XL PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL 502 W. ALOSTA AVE. SUIT[ 17 CHKD BY: JCL 38sr,,;,· -. ENGINEER Of WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL RVWD BY: JSP 411-6' CG V L 12396 WORLD TRAD£ DRIVE, SUITE 312 0 ~ SAN DIEGO, CALIFORNIA 92128 GLENDORA CALIF. 9174-0 ' , ,, , 3: <C E NG I N E E RS (85Bl61B-t704 fa)([858}618-5G.63 aalilll'! ___________ ..,,_,.)~9•"•-••«• .... ------•-----------------------------------------------------------------------------------------------.. C: DWG12 ct.SB-IP.DWG 12 12 94 f 1~ ~ f,, r F rN E ~ ' F F- ~ r r EQ (J) ~ ~ ~ CJ w == ~ 0) G) a~ 0 w ~ (J) 00 'T' :;i 0) z a ~ PULL 80 I I I I I L 0 107 112 T-1 0-. PNL "A" D E4 -----;;r-- <J]_D/ 105 --- 1/2"C, 2#14 ---,--------------\J )-----------------,,( PE-2 +8' CONTROLS ROOM POWER PLAN 3/8" = 1 '-0" ( -- ------.. ----PE-1 +8' I I I I I ( I I l --- EXIT -6 ----'-II \\ 1-\-,-.,b ~--...--~ I \ \ I \ '-. ✓A-4 / \_ /2--.,_ "'===~~~::::;::::==~~~~ ======· =::::;,-4-=---cfJ I ~T I ___ ,_.,,. LIGHTINJ & RECEPTICLE PLAN 3/8" = 1 '-+O" ""'="I ---·-ALEXANDER ENGINEERS INC, 8 PE-3 +8' E4 502 W. ALOSTA AVF:.. Cc V L 12396 WORLD TRADE DRIV( SUITE 312 (j ~ SAN DIEGO, 0.UfORNlA 92128 GLENDORA SUITE 17 CN.Jf, 91740 b 01 I o I I _______ --=:~ - 1 ) - PE-4 +8' ' I I I I I J YDRAUUC POWER UNIT ..,.--.,,,.ym CO#TA't?t' 11'//?E m /lr'f/ FA't',1{ r'Cr'/ A'Td '22 -,:t ,14 .4 Alf' I 0 0 PULL BOX SEE M-7 ONDUIT BANK SEE M-X 8. E-X FOR CONTINUATION 4"~ STEEL PIPE CONCRETE FILLED 12"~ CONCRETE A.C. PAVEMENT BARRIER POST C NOT TO SCALE E4 rm i 11 I I I • 11 I I I ill " ~ _t,L_ -• F"-' ' LEFT SIDE VIEW 9 • ,,jL---------'30''--------,j" ,----, 1,-- 1 I -1--FULL BACKPAN RTU : I IL ___ JI I 1,---71 I I IL ___ JI , : O]ll[]]]]]IIIIIllill[]]]]]II -i:-TERMINAL STRIP I r -uPs-1-1 I I I I I 4: -==--==--==--=:f.l HOUSEKEEPING PAD PCP EL&VATION D B E:={3 q I I FRONT VIEW . LOAD SIDE • UTILITY SIDE ,['\ BASE PLAN 1 . 2. 3. 4. 5. 6. 7 . 8. 9. E4 ENCLOSURI! CONSTRUCTION NOTES EXTERIOR 14 GA H.B. CALV. STEEL AND INTERIOR 14 GA COLD ROLLED STEEL ELECTRICALLY WELDE AND REINFORCED WHERE REQUIRED. CONSTRUCTION WILL SE NEMA 3R RAINTIGHT. ALL NUTS eous ANO SCREWS WILL BE STAINLESS STEEL. NUTS, BOLTS & SCREWS WILL NOT BE VISIBLE FROM OUTSIDE OF ENCLOSURE. NAMEPLATES WILL BE PROVIDED AS REQUIRED. CONTROL WIRING WILL BE MARKED AT BOTH ENDS BY PERMANENT WIRE MARKERS. A PLASTIC COVERED WIRING DIAGRAM WILL BE ATTACHED TO THE INSIDE OF THE FRONT DOOR. ENCLOSURE WILL BE FACTORY WIRED AND CONFORM TO REQUIRED NEMA STANDARDS. COLOR TO BE: RANCH GREEN LIGHT FIXTURE SCHEDULE TYPE 01:.SCr< II"' ilON LAMPS MOUNTING REMARKS EXTERIOR WALL MOUNT. 1-150 HPS WALL W/WIREGAURD (1~) GUTH MODEL WL15G-150HM/WG ' ~~o) HEAVY-OUTY TURRET 4-F4-0T12 CHAIN INDUSTRIAL FLOURESCENT. HO/CW/SS LITHONIA MODEL AFST-4-40-120-ES W/HC36 ~go) HEAVY-DUTY TURRET 4-F40T12 CHAIN INDUSTRIAL FLOURESCENT. HO/CW/SS LITHONIA MODEL TAFST-4-40-120-ES W/HC36 (,go) HEAVY-DUTY TURRET 2-F40T12 CHAIN' INDUSTRIAL FLOURESCENT. HO/CW/SS LITHONIA MODEL AFST-2-40-120-ES W/HC36 (1~0) LED EMERGENCY EXIT. LED SURFACE LITHONIA MODEL LQM-A-B-1-R-120-EL- N-DL ~ MOTION SENSOR WALL PASSIVE LUMAPRO MODEL INFRARED 0 4VW88 UTILITY PEDESTAL DETAIL E 1;2·· = 1·-0· E4 DISCIPLINE DWG NO E4 "AS BUil T" -~t'~ v9-kl·LP P.E WO? EXP. -;¼·3/·/2-; DATE REVIEWED BY: LL)Jl.,__ ~ INSPECTOR 9·13 ·to DATE fSHm7 CITY OF -CARLSBAD I SH3EE8TS I 1---,f---t-----------------t---t---t---t---1 ~ ENGINEERING DEPARTMENT 1----t--+----------c--------t---ir---t-----ir---J , DATE INITIAL ENGINEER OF WORK 'M·fJUll T" REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IMPROVEMENT P!fNS FOR: LAKE CALAyERA REMEDIAL IMPROVEMENTS POWER PLAf'J, LIGHTING PLAN, CONDUIT SCH,EDULE AND DETAILS DWN BY: CHKD BY: RVWD BY: ~~ · 1 PROJECT NO. I DRAWING. NO. JSP . 3821 411•6 ~-------~~---~ 3: <t E N G I N E E R S (8S8)618-1701. Fax!S58l618-S46J oo~~~~~~;_ ___ ""'"!'i!'l!'!"l!!',-,ajL(~"~•>~•~H~-~12~••~--------•--------------------------------------------------------------------•-------------------------------""i'"--------------~ C: OWG12 CLSB-JP.OWG 12 12 94 • • ' 042007 N ~ r k r ~ r r [Q (I) ~ 0 ~ ~ 0 ~ <,..) =E ..... G') ; 0 S,. -1¥ (I) (,,.) ~ :;j_ 00 ~ 0) ~ ~ MCC 120 VAC H TB-AC ) CB 20 A EMI/R I FILTER (]) (]) (]) (]) (]) (]) GFI ~ AC POWER AC-PF ~ FAIL UPS ~ UPS FAULT UPS-F ~ TO REMOTE 1/0 DC POWER FAIL DC-PF TO PLC AND REMOTE 1/0 l1 & L2 POWER CABLES MUST . BE OF SUFFICIENT LENGTH TO PLUG INTO UPS OR UTILITY DUPLEXES. L1 N2 G TO CONTROLS TORTU + L2 N2 G +24 voe P.S. CB ) 1+~4 1 +24 V BUSS -24 -24 V BUSS CB ) PCP PWR SUPPLY RTU & CONTROLS POWER DISTRIBUTION DIAGRAM A ~ 0 ui :5 cl,g! /1 <OX o, 0 st J~ ON ::C: N .E .. .a (/1 ES-1 ES-2 ES-3 ES-4 RTU PANEL 120 V CKT # TD-1 (IOTC) OFF* 0 0 c.il b "' a X INTRUSION ALARM SCHEMA TIC C > ~ E !I 0 ON 8~~-------------, -1 .3 <O ,o sj-0 ON ~d N"' _'.'.j, C ti.:~ Allll:'I ..-■- ALEXANDER ENGINEERS INC. 502 W. ALOSTA AVE. SUITE 17 Cc V L 12396 WORLO TRAOE ORIVE, SUITE 312 (!) ~ SAN DIEGO, (ALJFORNiA 92128 GLENOORA CNJF'. 91740 ES INTRUSION ALARM 0 TO RTU 0 ALARM IN BYPASS 120 V 0 CKT # 1-------<H ~A,------~-----1 TD-2 PE-1 --~ I--- PE-2 --~ 1--- PE-3 --~ 1--- PE-4 --~ 1--- EXTERIOR LIGHTING CONTROL® ES , 24 voe , - - ' I I I 1/1 I LI LAKE LEVEL DIAGRAM , CKT#3 EXTERIOR LIGHTING #1 CKT#9 EXTERIOR LIGHTING #2 PULL BOX@ TOP 0 F SLOPE_7 HYDRAULIC PUMP UNIT IN REMOTE HYDRAULIC PUMP UNIT COMMON ALARM COMPRESSOR IN REMOTE COMPRESSOR RUNNING COMPRESSOR LOW AIR PRESS VALVE 1 OPENED VALVE 1 CLOSED VALVE 2 OPENED VALVE 2 CLOSED VALVE 3 OPENED VALVE 3 CLOSED AC POWER FAIL UPS FAULT DC POWER FAIL INTRUSION OVERRIDE INTRUSION 1--------01-1 1--------01-2 1--------Dl-3 1--------Dl-4 1--------+lDl-5 1--------Dl-6 1--------D1-7 1--------D1-8 1--------D1-9 1---------iDl-10 1---------i D1-11 1---------i D1-12 1---------i D1-13 D1-14 D1-15 D1-16 D0-1 1---------i VALVE 1 HYDRAULIC CONTROL D0-2 1---------i VALVE 1 OPEN D0-31---------i VALVE 2 HYDRAULIC CONTROL D0-4 1---------i VALVE 2 OPEN 00-51--------VALVE 3 HYDRAULIC CONTROL D0-61--------VALVE 3 OPEN D0-71--------HYDRO-BURST FAILURE ALARM D0-8 f------__., SPARE Al-1 4-20MA LAKE LEVEL Al-2 4-20MA SPARE t r--7 HYDRO-BURST FAILURE ALARM 1--------Dl-17 I~ I I f/ L --_J -- CABLE ?/ I) BY MFGR , LEVEL XMTR } TO RTU /1\ DATE INITIAL ENGINEER OF WORK MOTION DETECTED 1--------Dl-18 NOTE: 1. ALL FIELD AND INNER PANEL ANALOG SHIELDS SHALL BE GROUNDED ONLY IN THE PC PANEL. 2. ALL LOOP POWERED DEVICES SHALL BE FUSED. 3. ALL SPARE 1/0 SHALL BE WIRED TO THE PLC TERMINAL STRIP. RTU l~IPUT /OUTPUT DIAGRAM E JJJ.~/' DISCIPLINE ES ' './,)4.-' DWG NO cl>l-t E5 "AS BUil T" ~s,,;,... t;~u-1.. ~rJ-LJ:_•/6 P.E. '7.an, EXP. 3 -3 l.• /'Z. DATE REVIEWED BY: CDJ.k,L<~ W ·t1· l0 INSPECTOR -DATE ~ CITY OF CARLSBAD ~ a ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: LAKE CALAVERA REMEDIAL IMPROVEMENTS CONTROL, SCHEMATICS, RTU 1/0 DIAGRAM APPROVED WILUA~UMMER • ,:7,• • -/. . /?-//. /JI. DEPUTY CITY ENGINEER PE 2817, EXPIRES J/31/0B DATE . OWN BY: JCL I PROJECT NO . I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JCL 3821 REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL RVWD BY: JSP 411·8 3: <C ENG I N E E R S (858)618-1704 fa)([858)618-5'-6l oo"""""~~~!!!P"----"!'!!'l!'!!'l!!!'Jlll-.&li'~"~>~••~•-~•2~44:...----------------------------------------------------------------------------------------------------------------------• C: DWG12 CI...SB-IP.DWG 12 12 94 N