Loading...
HomeMy WebLinkAboutCUP 03-30; CALAVERA RECYCLED WATER PUMP STATION; Planning CommissionII "' 0 "' 0 "' 0 " a. U) n I g "' .. ~ ' ' ' ' ' ---: ; ;:;; " ,z:-1/,' ;, ,z' z' ;, / / / / I , , , I CUP 03-30 E'··:t,_itNo /l --:.;,;-------·---· ; ; ; ; ; ,'l' z' ;, ,z' z' // /' ' ' ' l .l .. 1 ~lg 1.. I L----~··················" = . fl-I Oat,,;7T/.ZZQQ1::_ •· -·-=-~ -~=~=-J VICINITY MAP ~ --------- -~] I ~1 ~- I I !) / I I , , , , I , ' ' , , , , , I ;1/, ,1/,' ,, 0 ,, 0,, ,, ;; , '; 0 If I ', !1' 'I! , , 1// , ,, ,,, 0,, ,, ,, ; '; ,J,, ,., , j, /I' 'I! '· ' I I ' , .z' 'I! " , ·, ii,, ,,, ½ ,, ,, ,, I'; ,j, ,,, 'I I '1! 1, I ,, ,!---,·, ,, I' ,,, '/' I I ,,, '/' I I ,,, '/' , ' ,,, '/' '' ,,, 'I' '' ,,, 'I' '' ,,, 'I' '' ,,, 'I' '' ,,, 'I' '' ,,, 'I' '' ,., 'I' '' ,,, 'I' I I ,., '\' I I \ , , ; , I ; , ; , '• , . I ·- ·\·/; ., I I ' I I 11-·?U-,., \ ..j I I ./ / I ;, / I I / I ; I j ------ •. ' I i I I I / I --.. -. •.. ' I ' ' , ' p ! i __ ] ' ! ' ' , ___________ ----· " SUMMARY TABLE STREET ADDRESS N/A ASSESSORS PARCEL NUMBERS NIA SITE ACREAGE 0.21 ACRES EXISTING ZONE AND LAND USE R-1 PROPOSED LAND USE RLM TOTAL BUILDING COVERAGE 22'-4" X 32'-o" BUILDING SQUARE FOOTAGE 715 SF PERCENT LANDSCAPING CUT 20± CUBIC YARDS FILL 10± CUBIC YARDS ~---\ I I I VISTA \1-----, frO ll l I I I CARLSBAD l ~() I AVE I -, '-_..,, -e' I '--\ I I I I _, ' I I ,., ' \'t __ f" ___ N-~-c-'I, 'I' " I 1 -'a ·" N N N P~_.ANT LEGEND (BY DEVEI_Qf'E:_f<.J (C,ONT) I >'. lelni" '' 1\: • • I -·-·-· I ; / I , '; ;11 ;/; ; '; ,,, 'I' '' ,., 'I' '' 'I' '' 1·, ,1, '·' '/' '' 1,,.,,,.,..,- N N N . ·o { ' 0 , CUCf. f.[l_ 'w ,,#/c-~~~~_,,_j~iAI L-AJ7/_1S,,~ <ill -i .,;'-----, -------~ /' ~-0-" ~,/ · EXIST. CONCRElE CURO f I -~'j_ ___ @_~-, ~ -~ol<>¼sw,:':."'?'¾«!!.J.""~"'"'2.....: 1 _ _:_ -·=.=...='-___ · ;j' • SlR£:ET ~ ,.·,.,, . .,,,.,Mo"""1;e~a;~:'.;'1-----__ ~---~ -----------=-~OG~{NJC.}--=~a0><E=-,~=----==--=-==========-==-"'" f~-====== LINE V~JJE LOC>.lEO 2oo•z soorn or SlfE ,-.- THICl<OIW CONCREJE """'"' N.211666794 ;1, / /1 1/;' 1 \ E.21M2.1120J , AMPro coNc E1E MEO j ., _ 1 }. 11,1 Em PUNS 1 ,i'./ I -----!k.,~~1---~~.roo----+----~----'-----i----'1i,niW.,.;rL-U~L~-,~C:O~EGE BLVD-:-------~!~ ----------------------------r------ /fl --~\j -1·---== L4\ === == < ---~ -----t=_ _ J_ ----~-~J .:::-::-~--· ----= ~----~ ------~===--~-~---~-~-~ --==~= --~~~ -i-~==- -------------i-:-----t1 ----------:::-:;:;=-i--i--~~---" ···· 1 I j ~,~~;, /_'"' ,~, --==-~~--~: ~~·-------------·---------·==::::~~=._==_=_= .. :.: ~~~~~~~~~~~~~~~~~~~~=~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~:~~~~~~~~~~~~~~~~~~- ·-· -·-·-·•·-·-· BO"l ;::,_(•l!Cc>.'. SY1'1BOL E;OTt,n;c;,.L N . .'<)--'i'i''. CC,MHON NAH;;: Im SAUHINIA \f;\R:E:6AT,-- :.:-.1' ,_. •,,_ ,.,,,:_- 3YHBCL. p i':k?IAN!C.~L. tlAKI:: ?.tiEJ.&.~ COMMOM t11\Hi;:: S"fHSOI,.. (~) T X ., 1-·1 fl!!L~ 5TF!.i"XT _ "'i'F!Jc:K·~, 6LDSS,Y p:;;J\!:';T LONDON ?LAr2 .24" BOX 24" f.\(,n< x-·· 80;< ~ C.iNMAMON)Jv1 ,:;,;\MF1-.f,::•RA ,sf,:!,JER.A F'ARVIFOL./,\ nO:J.$AiN"✓i __ ,-.· C.,1\RF£.:~n:,:;;· SH'..:0:v& i:::)iJSAlfiVILLEA F.::IJSh ,-1-:'c"t+.?NC i s,\L. 5 &,,-\!~ ! 0AL i GAL. ! 6AL I 6AL. 3 6AL. i &.AL. i 6AL. N ✓ C:-HIM1;;$E PHOTl1'1i,'-. '/AR.IEG-AT~r; TOB:RJ-\ NOTE: SEE SHEET 2 (C-1 CUP) FOR DESCRIPTION OF MATERIALS AND WORK. Pt.A f,.1..N'JC:> A.:;,~:r'~!i'\)Li,.<l.. 'BLoor;,,~coo 24" BO-'< tr, GAL FOR LOT 117 AND WESTERLY SLOPE OF PUMP STATION LOT BASIS OF BEARING BENCH MARK • PRUNl.15 FJL!2:R,i/,NA RHAPHIOLE!"'t";;, MA&i~-:;',[:r\Uir'' !"l!t .. L.' L,;;,.;:i,('.. p @ RJ--IP..!-iN!)S C.~Llf· .. OR!~!C-A. 'e'·,-'E C,ASE HOLi..Yi..EAF CHEFR'( Ex'..'T AN I CAL NA!'-1f' :?HRU13? P.HAPHIOLEP/S '6ALLERlNA' RH)\f'HiOLEf'!S 'JAC-K EV."iNS' RHIJ5 11','TEGRIFOL.IA s . .,:,,LVli'•. LEVCAN.l'HA TECOMARIA C.AFr.:NS!S V!~MTINliei XYL05MA CON6ESTLJM OIST!C.Ti'S BIJG.CINATOR'A G;RCL>"ND COYERS LOBJLARIA MAP:.tTtMA iVA HrWE5iANA ERIOPHYLLUM CONPERTIFORIJM S,-\LVlA 'ALLEN C.!-1\C.1<-.ER!NG' S.AL VlA 50NOMENSl5 ATRIPL!::X SCKlBAGCATA. MIHIJ)...US-!"VNIG-~ UNOER?LANT Jl',iffH, !VA HAYE51ANA 1:.":RlOPHYLLUM C-ONF!:;RTIFORUM !::•,.\LV!A 'AL.l..E;N C,H!C.Ki';RJN6' M';'Of~ORUM PA.C.!FIG\JM i.JMOO.RPLANT ~ITH, DELC-5F'ERMA Al.Elis MARATHON Ill ·SAZAN!A '5l'NR:5E Yt:L!. .. OJ«' AG.-',,PMn'H'JS ORIENT,AL!S MYOPORJJH P.A.CiF'!C-i)M Sil£ !5 G,AL 5 GAL. 5 GAL. I G/-\L.. ;; GAL-. ! GAL 5 6AL. I GAL. 56Al-.. i$GAl. COMMON NAME !NOIA HAi"ITHORN LE/"IONADE SE!~RY M!::XIC.AN 8lJ5H SAS!: L,A.I.JRUSflNU5 XYL05MA BLOOD-REO TRUMPET '✓!NE PO'i'f:R1Y li'teO (00%) GCLO;!;N-YA~OY-1 (:.10%} ALLEN C-HlC.K1::'.R(N6 $A<.:?E (20%) CR&F!NG-5,4.6!:; (00%) AUSTRALIAN 5AL. Tei);;>H (1096-) RED MONKEYFL0~'€K (i0%) POVERTY WEEO (60%) GOl.D-S'-i-'<"ARR.01'-i (20%) Al-.LEN <~H!CKERIN& SAS>E (20%) MYOf'ORJJK NO (,OM!--!CN NAME; LILT OF THE NILi:: Oi\Yl!L Y -Y~LLOVi p,:.,YL.!J.. Y -YE:l.lOV'! 15 GAL. 5SAL i 6A1-. : 6,:..L. 5 6AL. 1::,; 6At, 5 GAl .. !5 Gf>,L i5 $Al. F!..ATS ® i2•' 0.C.. FLATS @ 02' O.C. ! OA~. &I 56'' O.C.. i 6AL @ 36" O.C,. I 6 . .t..!... ~,; 5-b'· O.C,, FLAT:S @ 12" O.C... ~'LATS .;; <:2" O.C.,, r'P-DM 5EE:O FL;-\"fS u, i:J:" o.c~. I G;',[.. ·.it, Ii;;'' O.C. FLAT$ @ 12'' O.G. I GAL '?.' ;z,·· O.C FL,\TS ,s,, 12'' O.C, C-1GEN-CUP 11 AS BUILT" P.E. ___ _ EXP, ___ _ DATE REV!Ev/ED BY, INSPECTOR DATE BASIS OF BEARING IS THE CENTERLINE OF COLLEGE BOULEVARD BEING NORTH 16'51'29" WEST PER O'DAY CONSULTANTS' IMPROVEMENT PLANS FOR CALAVERA HILLS, PHASE 11, DESCRIPTION: LOCATION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT. CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STATION 454+92 PER R.S, 1800-1 1111!!! 3' t---t---t------------+----1----1---+----II SHE,ET I CITY OF CARLSBAD I SHE9ETS I ENGINEERING DEPARTMENT ;:,:IM~P"'R::C,O~VE~M;,EN""T~P:;'LA7N"'S~F~O~R:======='-==::::::: A) 48 hours BEFORE excavation ~ 1-(800)422-4133 [.Y CALL Underground Service Alert CARLSBAD TRACT No. 00-02 (DWG. No. 390-9). BASE DATA EXISTING GRADES, STREET STATIONING, UTILITIES, LOTS, AND WALLS ARE SHOWN PER IMPROVEMENT PLANS FOR CALAVERA HILLS PHASE II, CARLSBAD TRACT No. 00-02 PREPARED BY O'DAY CONSULTANTS, 9-11-02, (DWG, No, 390-9) RECORDED: ELEVATION: COUNTY BENCH LEVELS (NO COUNTY VERT. CONTROL DATA) 68,479' DATUM: NGVD OF 1929 • AS USED BY O'DAY CONSULTANTS IN PREPARA T/ON OF SAID PUMP STATION NORTH SCALE; 1 ";20' PLANS FOR CALAVERA HILLS, PHASE II, CARLSBAq TRACT No. 00-02. TRUE NORTH A= 15•51•29" INCORPORATED 3602 University Ave. · Riverside, CA. 92501 • 909-684-6900 APPROVED BY _____________ _ DATE !N!T!AL REGISTERED ENGINEER No. DATE ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ENC/NA BASIN WATER RECLAMATION PROGRAM, PHASE II CALAVERA RECYCLED WATER PUMP STATION (CONDITIONAL USE PERMIT) VICINITY SITE AND LANDSCAPE PLAN APPROVED: WILLIAM E. PLUMMER DEPUTY CITY ENGINEER PE 28176 EXP, 03-31-06 DATE OWN BY: SPK PROJECT NO, DRAWING NO, CHKD BY: ---;Pc,Es~ RVWD BY: RSW 3889 404-7B MAY ll ?M4 -II st 0 <O 0 "' 0 . ''" ' '• ' ' ' ' ' ' ' ' sS> '. 6,, : ., \JI : . ' ' . •, 'i<• REC, LOT 2020 LINE VALVE LOCATED 200' ± SOUTH OF SITE. ~ 48 hours BEFORE excavation ~ 1-(800)422-4133 (_y CALL Underground Service Alert ' 0,, @ BASE DATA EXISTING GRADES, STREET STATIONING, UTILITIES, LOTS, AND WALLS ARE SHOWN PER IMPROVEMENT PLANS FOR CALAVERA HILLS PHASE II, CARLSBAD TRACT No. 00-02 PREPARED BY O'DAY CONSULTANTS, 9-11-02. (DWG. No. 390-9) [L[VATION: • AS US[D BY O'DAY CONSUL TAN TS IN PR[PARA TION OF SAID ~:CQl'12Tf2.UC TION L.EGEND (Be( [)[\/[:LOPER) ':.•YV,SOL . ___ , ,--, ( 2 i -~.-' DESCRIPTION CONCRETE Y'lALK MEDIUM ACID ETCH FiNISH, DA,/IS E•.D. BUFF' INTE&RAL COLOR :::-ONGRETE POOL DECK, FiNl~?H TO MATDH l'iAL.KS POOL Y\000 OVERHEAD TRELLIS 5' HEl:5-HT MASONRY !"{ALL <S ·7. ' I . 203.45 FG [I]" . PUMP STATION NORTH SCALE: 1"=10' KR.IfGfR. SYMBOL (i) 0 0 @ ® @ ® @ ® @) @ @) @ @ DESCRIPTION 5' HEIGHT T1JBULAR STEEL FENCE 9' Y'llDE TU6JLAR STEEL GATE I ASPHALT PARKING V'{ITH CONCRETE CURB ASPHALT ENTRY DRIVE l"!ITH CONCRETE CURB REST ROOM I POOL EQUIPMENT BlJILDIN6 CONCRETE SIDEV'lALK 2d SLOPE NEIGHBORHOOD ENTRY MONIJME;NT RETAINING Y'lALL EXPANSION .JOINT (TYP.) SC.ORE JOINT (TYP) CONCRETE MOl"l CURB MASONRY PILASTER 30" HIGH MASONRY !"!ALL LIGHTING LEGEND (BY DEVELOPER) SYMBOL DESCRIPTION "$ BOLLARD .ct, NALL LIGHT PO!NT E) 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 SITE COORDINATE DATA NORTHING EASTING DESCRIPTION 200.98 449.00 PROPERlY CORNER 100.00 449.00 PROPERTY CORNER 100.00 376.54 PROPERTY CORNER 130.25 340.56 PROPERlY CORNER 153.97 360.50 PROPERTY CORNER 220.73 393.86 PROPERTY CORNER 168.83 423.92 BUILDING CORNER 149. 75 390.53 RETAINING WALL END 137.51 384.41 RETAINING WALL AP 112.87 361.23 RETAINING WALL END 183.06 407.18 RETAINING WALL AP 198.00 422.61 RETAINING WALL AP 198.00 441.33 AC CORNER 137.67 441.33 PILLAR CORNER 122.67 441.33 PILLAR CORNER 100.67 441.33 CONCRETE PAD CORNER 114.67 4 1 0 .45 FLOWLINE AP 114.67 439.21 CATCH BASIN CENTER 200.00 440.67 GRATE CENTER 200.00 421.80 V-DITCH AP/GB 184.24 405.53 V-DITCH AP /GB 164.95 395.89 V-DITCH HP 138.67 382. 76 V-DITCH AP /GB 130.91 375.45 GRATE CENTER 114.92 360.34 V-DITCH END 106.67 427.00 TANK CENTER 191.67 434.33 TRANSFORMER CENTER 187.16 413.27 METER PANEL CENTER I i~ 1<>"~ _.;;, I _..:, '---(9 I 0,-·~ ' .,., I ' ' ' ' ' LEGEND CUP 03-30 MATERIAL LIST AND DESCRIPTION OF WORK (CALAVERA PUMP STATION) G) PUMP STATION MASONRY BLOCK BUILDING @ SURGE TANK G) SPLIT FACE MASONRY BLOCK WALL 0 SPLIT FACE MASONRY BLOCK RETAINING WALL @ SDG&E TRANSFORMER @ SDG&E METER PANEL (v 20' ORNAMENTAL IRON DOUBLE SWING GATE @ 15' ORNAMENTAL IRON ROLLING GATE (9) 6" TURFSTONE OR GRASSCRETE TO MATCH EXISTING. @ 16x 16 PILASTER WITH STUCCO FINISH @ 2' -0" WIDE CONCRETE V-DITCH N N -·rz":,:------~----____ j."L ___ _ LINE VALVE LOCATED 800' ± NORTH OF SITE. N.21166.6794 E.21590.4374 EC/BC COLLEGE BLVD. INSTALL 4" OF ASPHALT PAVEMENT OVER 6" OF , .. , PER IMPROVEMENT:PLANS CLASS 2 CALTRANS AGGREGATE BASE COMPACTED . .. ~ , 1 I I > .:•••· I 11111111111111111 TS TW FG TO A MINIMUM OF 95% OF THE CORRESPONDING ' " ' ·· '· '· '.:,., .,.. ' MAXIMUM DRY DENSITY (ASTM 0-1557). ALL, 1---....l:l.u''"~'"'"""""'------ ASPHALT PAVEMENT SHALL BE FOG SEALED. i! .................................. !I CONCRETE SLAB ON GRADE !i . ,, ---------Ii EXISTING MASONRY BLOCK RETAINING WALL Ii . L,_~·-'_ 0 ~-------------------~~-I SOUND WALL BY OTHERS Ii Ee:,,,,:, No B Date \. EXISTING FACILITIES OR FACILITIES BY OTHERS PROPOSED FACILITIES EXISTING UTILITY OR UTILITY BY OTHERS TOP OF STEEL TOP OF WALL FINISH GRADE l'-' ..•.. ,.-;,, -· ., .... ·=.-•. ,, .. ~--~·-·· ==~--~· ~-=--• .. , 11 AS BUILT" P.E. __ _ EXP, ___ _ REV!Ew'ED BY, INSPECTOR C-1CUP DATE DATE t--t--+-----------+----l---1---1-----I I SHZEET I CITY OF CARLSBAD I SHE9ETS I ENGINEERING DEPARTMENT ~I:::M;:P;:RO=VE::',:M=E=N=T=P=LAN=s=F=o=R=, =======:..'::::::::::::::::; ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE 11 CALAVERA RECYCLED WATER PUMP STATION SITE AND GRADING PLAN -<s><------------ PLANS FOR CALAV[RA HILLS, PHASE II, CARLSBAD TRACT No. 00-02. ~TfWAR.T INCORPORATED APPROVED: WILLIAM E. PLUMMER TRUE NORTH 6= 16"51'29" 3602 Uni~ersity Ave. • Riverside, CA. 92501 . 909-654-6900 APPROVED BY ____________ _ REGISTERED ENGINEER No. DATE DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DEPUTY CITY ENGINEER DWN BY: -=SP~K_1 CHKD BY: ._,Pc,E,.,S_ I RVWD BY: RSW PE 28176 EXP. 03-31-06 DATE PROJECT NO. I DRAWING NO. 3889 . 404-78 I.\ A t/', ·y· IA t• '}(lf'i }_ ¥1,'I " rn ,. ,._., -II - ::, a. .,. N .,. 0 "' 0 :g "' a. V) "' I 0 "' "' I 202.60 INV. 2 ..._~~ 18 201.13 !NV. 202.60 !NV. / I ' I ' I ' I ' I ' I MATERIAL LIST AND DESCRIPTION OF WORK (D UPON SUCCESSFUL COMPLETION OF TESTING PER PIPE MATERIAL SCHEDULE REQUIREMENTS, CONNECT PROPOSED PIPING TO PVC PIPELINE BY OTHERS (REMOVE EXISTING PIPELINE CAP OR PLUG AND THRUST BLOCK).. PRIOR TO 0 © PIPE FABRICATION OF BELOW GRADE 12" RW AND 16" RW, CONTRACTOR SHALL POTHOLE PVC PIPELINES BY OTHERS TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATIONS OF EACH PIPELINE CONNECTION POINT. PROVIDE PUSH ON BY FLANGE END ADAPTER. ADAPTER FITTING SHALL BE DOUBLE WRAPPED WITH 8 MIL THICK POLYETHYLENE PER AWWA C 105. CORRUGATED STEEL PIPE INLET (TYPE B) WITI-I GRATE PER SDRSD D-16 AND D-17. PROVIDE 2'-0" DIA. C.S.P. INLET AND GRATE IN LIEU OF 3' -0" DIA. SHOWN ON STD. DWG. PRIOR TO COMMENCING CONSTRUCTION OF BELOW GRADE 4"D, CONTRACTOR SHALL POTHOLE EXISTING 4"S BY OTHERS TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF THE CONNECTION POINT. UPON SUCCESSFUL COMPLETION OF TESTING PER PIPE MATERIAL SCHEDULE REQUIREMENTS, CONNECT PROPOSED 4"D TO 4"S BY OTHERS (REMOVE EXISTING PIPELINE CAP OR PLUG). AT GRADE, 2 WIRE TEST STATION WITH ANODES PER CMWD STD. DWG. W26. CONTRACTOR SHALL CONFIRM LOCATIONS WITH INSPECTOR PRIOR TO INSTALLATION. (v EXTEND MF3 TO EXISTING SDG&E TERMINAL POINT OF CONDUIT AS SHOWN ON DWG. C-1CUP. (v PROVIDE CALDER COUPLING WITH CONCRETE COLLAR TO CONNECT 8SD TO CSP STUB-OUT. 0 PRIOR TO COMMENCING CONSTRUCTION OF BELOW GRADE 8SD, 8" RCP, CATCH BASIN, AND CORRUGATED STEEL PIPE INLET, CONTRACTOR SHALL POTHOLE EXISTING 8" RCP BY OTHERS TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF THE CONNECTION POINT. UPON SUCCESSFUL COMPLETION OF TESTING PER PIPE MATERIAL SCHEDULE REQUIREMENTS, CONNECT PROPOSED 8" RCP TO 8" RCP BY OTHERS WITH CONCRETE COLLAR OR APPROVED EQUAL. POINT El NORTHING 1 130.17 2 178.48 3 106.67 4 124.57 5 141.83 6 125.17 7 138.27 8 142.29 9 130.17 10 136.93 11 160.33 12 164.52 13 178.48 14 178.48 15 125.17 16 125.17 17 175.09 18 130.20 19 114.67 20 149.52 21 141.68 22 133.35 23 164.52 24 144.67 25 200.00 NOTE: CUP 03-30 SITE PIPING COORDINATE DATA EASTING CG ELEVATION DESCRIPTION 449.00 196.2± CONNECTION POINT (SUCTION) 449.00 197.8± CONNECTION POINT (DISCHARGE) 427.00 198.00 BELOW GRADE 90" BEND 423.00 199.00 63'± BEND 388.48 199.00 90' BEND 429.26 199.90 27'± BEND 403.05 200.50 4" WYE 401.71 200.60 45· BEND 430.44 196.2± 27'± BEND 416.92 198.00 90' BEND 428.62 198.00 16"x12" TEE 434.83 198.00 12" TEE 434.83 197.8± 12" TEE 425.76 206.0/197.8± BELOW GRADE 90" BEND 449.00 195.5± CONNECTION POINT (SEWER) 437.00 199. 75 VPI 418. 10 201.35 C.0.T.G. 376.14 SEE PLAN CONNECTION POINT (STORM DRAIN) 391.67 SEE PLAN 45· BEND 434.83 198.00 45' BEND 427.00 198.00 45' BEND 424.07 196.2± VP! 430.71 198.00 63"± BEND 449.00 192.1 ± CONNECTION POINT (STORM DRAIN) 449.00 199.6± CONNECTION POINT (STORM DRAIN) (v 4" PERFORATED PVC DRAIN PIPE CORRUGATED STEEL PIPE INLET. SLOPED AT 1% TO REFER TO CONSTRUCTION DRAWINGS FOR CONDUIT AND CONDUCTOR SCHEDULE. 4_ PIPE AND TRENCH ----...._ 1 7 FINISH GROUND SURFACE A .. 203.20 INV. 203.00 INV. 0 0 \ V \ \ I MF1-,1 I I I I I ELE CAL S VICE 0 111 II 1'1 ,11 1,1 Ill I I GUARD POST PER CMWD STD. DWG. No. W24 I 0<,1/,<,; .✓,' TRENCH_/ :('. WALL <( W/2 I W/2 ; "W'' SECTION A-A PIPE SIZE/ / NOTES, I TYPE 16RWS 12RWD N ' I "H" (FEET) MIN. 4.8 3.5 I ' "W" (FEET) MIN. 7.0 5.2 , /-,0'.:V1/0<«,x\,~¼;0,0;,1/ 3" CLEAR (TYP.) I ' I "T" A ... PLAN "T" (FEET) MIN. 1.5 1.3 -16RWS OR 12RWD ''T" (FEET) MAX. 2.0 1.8 it, 1. BLOCK CONCRETE SHALL BE CLASS C (2,000 PSI MINIMUM) IN ACCORDANCE WITH CONCRETE SDG&E / -SPECIFICATIONS, SECTIONS 03100, 03200, AND 03300. BLOCK DIMENSIONS SHOWN ARE MINIMUM. TRANSFORMER i I I I INV. 2. BLOCKS SHALL BE FORMED WITH TRIMMED EARTH, SAND BAGS, OR LUMBER TO ACHIEVE REQUIRED CONFIGURATION. ALL LUMBER SHALL BE REMOVED PRIOR TO BACKFILLING. 3. BLOCKS SHALL BEAR AGAINST UNDISTURBED EARTH OR 95% MINIMUM RELATIVE COMPACTED BACKFILL. 4. BACKFILL AROUND AND OVER BLOCKS SHALL BE COMPACTED TO 95% MINIMUM RELATIVE COMPACTION. 5. COMPACTED EARTH SHALL EXTEND TO DEPTH (H) AND WIDTH (W) OF BLOCK AND TO DISTANCE W/2 BEFORE AND PAST BLOCK. ----------------------------- Exhibit No. -~(2_~_Date, _____ _ :: C-2CUP E.449.00 , o:: , · ~::i;ol ' ~:•: 24 7 !: '1 !iii 4 '±7'± · ?i ! i.;;------------------------------E------------------------- 1 --------~,--------------L---~1J11 ____ J_____ f;l: '1 ----------------------[ ----------------·-7g11(i_11 ----------~:1fc!. ------ I_-_J_7-_-_-_-_-E_-_-_-_-_-_-_-_-_-_-_-_-_-______ ~;>:-t-__________ f-·---i~~l1~·1--r-:--:ct-' -C7T'j'7"'':f01 ~ ~I "' "AS BUILT" = · ~ -----·----·-----a...1 1 I l l t") 01 1 'il·:; :-ol 1 ~lit ~I\ I(.!) !2 1 :: ii .. i V ; ... .. ' ;ii ·• ;: ! ie .. . ; ·.·•· \_ CONCR~~T~gEWALK -~iii ~ i i i ~ !!: ~i\i , , \ i ' i~[ !el\ :s h .. ··"':hh-+ch7 hhr------~N-._ 1 .c_._) _________ •~-----------GS:j:-----------~:, :s ~==================================o:1 !<t:~===============~====-1~~~~l==r·==-·•+t~'-•"_._;~:~--~S~F 6 =,~·D:C~:;-;1·\t·•~~l-,~~U 1 T 9 ~~ ~t-STA.9i6"-+~32=.5-±~~~~~---+-----·--·-· ----·--------------:~-----;TA.95+84.2± I ~ 48 hours BEFORE excavation W 1-(800)422-4133 ~ CALL Underground Service Alert KR.IEGER. -<11:------------ ;§,TEWAR.T INCORPORATED 3602 University Ave. • Riverside, CA. 92501 . 909-684-6900 EXISTING CONCRETE CURB AND GUTTER (N.I.C.) P.E. __ _ REVIE\/ED BY• EXP. ___ _ DATE DATE t----!----+------------+---+--+---+-----t I SH3EET I CITY OF CARLSBAD I SHEgETS I ENGINEERING DEPARTMENT ;,l~M,::;-PR~O;.VE~M"'E"'N,;;:T::;P:;LAN~S:c=,F"'o';;R=: ===========; ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II CALAVERA RECYCLED WATER PUMP STATION INSPECTOR SITE PIPING AND ELECTRICAL PLAN APPROVED: WILLIAM E. PLUMMER DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE PUMP STATION NORTH SCALE: 1 "=5' TRUE NORTH A= 16"51'29" APPROVED BY ____________ _ DATE !N!TIAL DATE IN!TlAL DA TE IN!T!AL DWN BY: SPK CHKD BY: PES PROJECT NO. I DRAWING NO. REGISTERED ENGINEER No. DATE ENG!NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: RSW 3889 _ 404-7B r - st 0 "' 0 "' 0 ------------- 6'-0" l-----"'---"----~i---------------.. -------------~3cc2_·---'o'--"--------~----------:----------+-·, ... ····--·-5•-3••----------1 I I r 12·· ';,- I . -N "" I "' b I io ';,- I "' I I I I I I I I I I I "' I -, 01 «I ;! I I I I I I I I I I I I I I I I I ,L (----·-------···-·-----. .,·;: ·' ,·· .. . . . ·,-: ,,. ' ,_; . ·,•· .... ; .. 200.60 CG /x"+-;H--C.0.T.G.~ PER CMWD / 29 DWG. No.S6 // I / r/ I I I I I I I I I I I ~I I I I I I ,I, PUMPING UNIT PERFORMANCE CONDITION DISCHARGE TOTAL MINIMUM CAPACITY DYNAMIC HYDRAULIC [GPM] HEAD EFFICIENCY [FT] [%] 1 440 287±15 75,0 2 (1) 620 250 82.5 3 800 195±15 77,0 MINIMUM SHUT-OFF HEAD 315 FT. SELECTED MOTOR SIZE 60 HP. NOTE: (1) DESIGN CONDITION WITH TWO PUMPS OPERATING ~ 48 hours BEFORE excavation ~ CALL Underground Service Alert lh 1-(aoo)422-4133 TELEMETRY (O.F.0.1.) MCP VFO I VFD 2 \/FD 3 --------------1 LUGS MCC MAIi" '------"'------"-----_l_ __________ , __ -· -·-·-------------------~---'---' '-----------------------__ ,_,-----------·------------------------------------l MECHANICAL FLOOR PLAN SCALE: 3/8"=1'-0" l ·,. ,, . ' '." '' · .. ·: ·- ' 0 I st "" I "' '<" 3• -o•• \_ CONCRETE WALK ,_ .. 7 .,.-----C.O.T.G . --------/:)' PER CMWD 20 ,.35 / DWG. No.S6 -----CG PUMP STATION NORTH KRIEGER. -©' (TYP.) ~TEWAR.T tNCORPORATED 3602 University Ave. · R>verslda, CA. 92501 · 909-684-6900 APPROVED BY ___________ _ REGISTERED ENGINEER No. DATE <1-":,, CUP 03-30 MATERIAL AND WORK DESCRIPTIONS (DWGS. M-1, M-2, & M-3): 0 ® 0 0 ® ® 0 ® ® @ @ @ @ (8) @ @ @ @ @ 6" RESILIENT WEDGE GATE VALVE WITH HAND WHEEL OPERATOR, FLG. X FLG. 6" VICTAULIC COUPLING. 6" PRESSURE RELIEF VALVE (SUITABLE FOR 300 LB. WORKING PRESSURE), SET AT 200 P.S.I. 12"X12"X6" TEE (PLAIN X PLAIN X FLG.). 12"X8" ECCENTRIC REDUCER. TOP LEVEL (FLG. X PLAIN). FLOOR DRAIN WITH CAST IRON GRATE AND BRONZE STRAINER (ZURN Z415 OR EQUAL). 60 HP VERTICAL TURBINE PUMPING UNIT. TWO (2) 1" HALF COUPLING WITH 1" CORPORATION STOP PER CMWD STANDARD DRAWINGS W9 AND W10. SET ONE AT 45· OFF TOP OF PIPE. 8" FLG. SILENT CHECK VALVE. 8" VICTAULIC COUPLING. 8" FLG. RESILIENT WEDGE GATE VALVE WITH HAND WHEEL OPERATOR. 12"X12"X8" TEE (PLAIN X PLAIN X FLG.). CORE DRILL MASONRY WALL FOR 8" RWD. PROVIDE 1" ANNULAR SPACE BETWEEN OUTSIDE OF PIPE AND BLOCK WALL. Fill ANNULAR SPACE WITH NON-SHRINK GROUT. PROVIDE 1 /2" DEEP SEALANT AT OUTSIDE FACE OF WALL. 8" FLG. MAGNETIC FLOW METER. 12"X8" REDUCING 90' ELBOW (PLAIN X FLG.) . 12" STD. WT. CML, WSP DISCHARGE HEADER. 8" STD. WT. CML, WSP PUMP DISCHARGE. FABRICATED STEEL DISCHARGE HEAD PER SPECIFICATIONS. 12" RESILIENT WEDGE GATE VALVE (FLG. X FLG.) WITH VALVE CAN ASSEMBLY PER CMWD STANDARD W16. VALVE SHALL BE SUITABLE FOR A WORKING PRESSURE OF 250 P.S.I. AND SHALL BE EQUIPPED WITH 250 LB. FLANGES. 1 /2" VOLUTE DRAIN FROM PUMP HEAD TO DRAIN, 1 /2" TYPE K COPPER TUBING. PROVIDE A 2" GAP BETWEEN END OF COPPER TUBING AND DRAIN PIPE. 16"X16"X12" TEE (PLAIN X PLAIN X FLG.). 12" RESILIENT WEDGE GATE VALVE WITH VALVE CAN ASSEMBLY PER CMWD STANDARD DRAWING W16. 12'"X6" LONG RADIUS REDUCING ELBOW (FLG. X FLG.). 12" 90" ELBOW (PLAIN X PLAIN). @ 6" RESlUENT WEDGE GATE VALVE WffH HAND WHEEL OPERATOR, FLG. X FLG .. VALVE SHALL BE ·su1TABLE FOR A WORKING PRESSURE OF 250 P.S.I. AND SHALL BE EQUIPPED WITH 250 LB. FLANGES. @ @ @) ® ® ® ® @ @ @ ® @ @) @ @ 12" BUTT STRAP. 16" STD. WT. CML & TC, WSP SUCTION HEADER. RUNNING TRAP WITH ADJUSTABLE CLEAN OUT TO GRADE, ZURN, JOSHAM, OR EQUAL. AIR COMPRESSOR AND 60 GALLON RECEIVER. 16" 90" ELBOW (PLAIN X FLG.). 16"X12" CONCENTRIC REDUCER (PLAIN X FLG.). 12" LONG RADIUS SMOOTH BEND 90' ELBOW, TRIMMED TO 63'± (FLG. X FLG.). 12" 90' ELBOW (PLAIN X FLG.). 12"X12"X12" TEE (PLAIN X FLG. X FLG.). 12"X12"X12" TEE (PLAIN X PLAIN X PLAIN). 8" RESILIENT WEDGE GATE VALVE WITH VALVE CAN ASSEMBLY PER CMWD STANDARD DRAWING W16. 12"x8" CONCENTRIC REDUCER (FLG. x PLAIN) 8" SHORT RADIUS 90' ELBOW (PLAIN X FLG.). 8" STD. WT. CML, WSP DISCHARGE HEADER FIRE EXTINGUISHER MOUNTED TO MASONRY WALL. CONFIRM LOCATIONS WITH OWNER PRIOR TO INSTALLATION. FIRE EXTINGUISHER SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATION SECTION 10520. DRAWING NOTES: UBC OCCUPANCY CLASSIFICATION: GROUP F-J M-1CUP UBC CONSTRUCTION: TYPE I 1 BUILDING SQUARE FOOTAGE: 715 sq. ft. 1 I 1! ,, ti I I .... , ... _ ... -___ ,--~-------, ClTY OF CA:?.LSfP,D Plannmg Commission I ----•••••------------·-I Case No. __________ _ Exhibit No, D Date, _____ _ ,I. .. --,·.·,c~• --•• ---,. • s. "AS BUILT" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE t---+-----+-----------1----+---1----l-----l I SH4EET I CITY OF CARLSBAD I SHEgETS I ENGINEERING DEPARTMENT :::l~M:;PR:;O~VE~M:;E~NT::==P:::LAN=:S=::F::O:::R::: :::::::::::::::::::::::::::::::=::::'...'=::::::=! DATE INITIAL DATE INITIAL DA TE 1NJTIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II CALAVERA RECYCLED WATER PUMP STATION EQUIPMENT BUILDING MECHANICAL PLAN APPROVED: WILLIAM E. PLUMMER DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE DWN BY: SPK I CHKD BY: PES RVWD BY: RSW _ PROJECT NO. I DRAWING NO. 3889 _ 404-7B MAY 06 2004 C -II -- " CL "' N -- ., 0 "' 0 "' 0 ;,- I N N ROOF MOUNTED EXHAUST FAN (EF1) ROOF HATCH ' ' ' ' I I ROOF HATCH ROOF ' \__ DOUBLE LEAF ROOF HATCH WITH SKYLIGHTS (TYP.) HATCH 1\--11 ' ' I I I I ROOF MOUNTED EXHAUST FAN (EF2) ROOF ACCESS HATCH - AND LADDER / I 32'-o" i---------------------------~~~-------------------------------- PUMP STATION NORTH ROOF PLAN SCALE: 3/8"= 1 '-0" ~ 48 hours BEFORE excavation ~ CALL Underground Service Alert lh 1-(aoo)422-4133 ------·----------·------------------------- CUP 03-30 EXHAUST _2_1_8_.6_7 ___ ~ DOUBLE LEAFT~ ROOF HATCH WITH SKYLIGHTS FAN~ TW OUT-OF-SECTION - ASPHALT PAVEMENT I# # f I I \ - - ;r-~-------_---_---·_-----_--_----_----_-----_----_·· _-----_-----~~==_=~_-=_--_=~----~~~-----------·-_--_---=~~,_::...t ~--_/.:--_-... _ .... __ .. _ _) _____ :r ------- f--24" -- f-- 206.0 CG ------- 12RWD u " J 10'-1" 10'-7" ~ ,..-1--., y I : 11 , 16"• I J9 \t:t)' \ ® FH 18 @ouT-OF-SECTION 8RW8 1-'l~rllf--_Jp PSXAR~ ~· /I ~~- W'n"U- ELECTRICAL PANELS f---- "" ~ 0 ~ /., ;,; -PS210 Y r+-~ FF. 204.00 l-l---c-"'----:(TY-,-P_.)__.._ __ ....,\l.@.,:;_ ______ ~;'r-E~~l=i=h,lr-----,-_T':=_C~,!c2_':l:o_4==_,cc3_3'::_-:::_ _____ ,L. ----'--+------P ~ ".< • , ,, ,. ·-•.·. __ . I ·--·-_(> .. _ ... ~--,,-_. l>_·_:~ .~.~ 1/, /, / I~'. • • lo\>\~'<'~ I 0~'({/,'</,<e •· ·. . ~;;~ili'._>CS ·;;'L.,,,...,L-~ ·.·-·, / -~~ / "J:;}j!:' ~-,, .h 1>, ·-r 1> f ~-. " -~ 0 -1/2" EXP. JOINT 1;·• ·- @ @ 12" r=-i \ I I i I·• ,· . • I>· l> N ' MATERIAL .. ,. " 30" J I ,;::b ·. t-1t->i~ ~ 19" ID X 3/8" THK. ' -~- ' " • • 198.0 f';/.V/1 X --------CG \l I ----t2RWS • ► " (>~-~ .• ·.·\~ I ------------------· -'T' ,..-STEEL PUMP CAN WITH "8-'if' 3/8" THK. CML u·· ~@ I . . . . S-4' - KR.IEGER. -l!f:-=========-= ~TEWAR.T INCORPORATED 3602 University Ave. · Riverside, CA. 92501 -909-684-6900 APPROVED BY-----~------ REGISTERED ENGINEER No. DATE -~(,> :J'/T;l 12" STD. WT. STEEL -j : TWO PASSES mj MINIMUM ¼V ~ • I. 3'-o" SECTION BOOSTER PUMP SCALE: 3/8"-1 '-0" ----SUCTION CAN WITH REINFORCED CONCRETE ENCASEMENT EL. 194.50 (BOTTOM OF SUCTION BELL) EL. 193.00 (BOTTOM OF SUCTION CAN) P!mmwg Commisswn ---•·•-•••·--•----·-··· I Case No. _________ _ ----------------------------- 1 , Exhibit No. --'£~· __ 0.ate______ llr-----, : 1 ----------··-----· ----·---··-··-·~ --' M-2CUP "AS BUILT" P.E. __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE i----i------t-----------+---+---1---+--I I SH5EET I CITY OF CARLSBAD I SHEgETS I ENGINEERING DEPARTMENT ~IM;;P::_:R::_:O;VE~M::_:E;NT::=;P::;LA:=N;;S;=::F::;O::_:R:::: ::::::::::::::::::=::::::::=:=..'==~ ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II CALAVERA RECYCLED WATER PUMP STATION EQUIPMENT BUILDING MECHANICAL ROOF PLAN AND SECTION APPROVED: WILLIAM E. PLUMMER DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTI-IER APPROVAL CITY APPROVAL DWN BY: SPK I CHKD BY: PES RVWD BY: RSW _ PROJECT NO. I DRAWING NO. 3889 _ 404-7B . ·'·:. ·-" .-·:;,•,': .. 203.95 TC 203.90TC INAC!1\IE DOOR LEAF 203.83TC 203.95TC ~ 48 hours BEFORE axcovotlon ~ 1-(800)422-4133 CAI.I. Underground Sanice Alert 0 l • CONTROL JOINT 204.00 FF 204.25TC (TYP.) 1/2" THK. EXPANSION JOINT MATERIAL AROUND CONCRETE ENCASEMENT (TYP.) ----------·-·· '7 u w z :l I 8 o1 \_ RAISED CONCRETE PAD. TC 204.29 ~ 204.00 FF CONTROL JOINT 204.00 FF /; 0 203.90TC 203.95TC 203.95TC 203.83 TC • X.;,.. x..,,.. -,':. : x~ ~'/>,-~ > l,? 0 ~ u CANT. STRIP (TYP.) --------------~-----~-----~------------------··---- CUP 03-30 ~--ROOF SCUPPER -SEE DEL 2 SHEET 5-3 --~ ~-TOP OF WALL EL. 218.67 !$ ,, x"> ~'/>,-X 1.0% "1. ~ > ~ x~ ROOF MOUNTED EXHAUST FAN-----~ " / ' ' X " ' ' / /, X / " ~ [;J CLEAROPG. ROOF ACCESS & STEEL LADDER I "-... -- ~ u X 0 -:,.-·>,; -.:-,·. \I !~ ~ \I \I "' ;'1i u. Is - 203.87TG 204.00 FF 203.87TG 5'-3" 204.00 Ff 204.00FF 204.00 FF ------------------------------------ 3'-4" l 2'--8" l • LOUVER • 8'-8" l 2·-8· l 8'-8" l -,-;,,;;~'-------'-----------,---,t,~L"'"ou~VERC-",l<---___:_-"---------,l<-~c---+-____:'_::'.____ l 2'-8" l 3'-4" " LOUVER " BUILDING FLOOR PLAN SCALE: 3/8" = 1 '-0" ELEVATION KEY PLAN SCALE: 1/16" = 1'-0" fl~ILLIS ~ASSOCIATES A R C ti I 'I' E C 'f &, I N C. 2900 BRISTOL SUITE G-205 COSTA MESA, CALIFORNIA 92626 TEL: 714-668-4260 FAX: 714-668-4265 APPROVED BY REGISTERED ARCHITECT No. ' 0 ' I\ ~ u ~ I\ ., ill ' "' \ ... fi' 3'-0" CLEAR OPG. FOR ROOF HATCH ROOF PLAN SCALE: 3/8" = 1'-0" ' I\ C!TV CF C-".R.tsr. ,n Plannmg Commission - Case No. _________ _ Exhibit No. p Date _____ _ u.-----, ,l__ ----~---·---~-----~ · A-1CUP II AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE .--.---i-------------+-----+---l---l----l I SH6EET I CITY OF CARLSBAD I SHE9ETS I ENGINEERING DEPARTMENT ~I;.M;P;RO:::VE~M:;:E;.N;T;::::P:::LAN::::S::::;F:;O;R=: ========'-===:::; ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II CALAVERA RECYCLED WATER PUMP STATION KQIECEQ -@====-=-====== c3TEW ART INCORPORATED 3602 University Ave. · Riverside, CA. 92501 • 909-684-6900 DA TE INITIAL DATE IN!TIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL DA 1E INIT!AL C!Tf APPROVAL EOUIPMENT BUILDING FLOOR + ROOF PLANS APPROVED: WILLIAM E. PLUMMER DEPUTY CITY ENGINEER OWN BY: CHKD BY: -JP=- RVWD BY: PE 28176 EXP. 03-31-06 DATE PROJECT NO. I DRAWING NO. 3889 . 404-78 t .. ". ·--·---.,-... I R£:TAINJNG WALLAND STEEL FENCE (BY OTHERS) h--1-· r··· c ··j j I ! ! l , "(: i ! ' ' j; i: 1, ..... 0. ~----·-· < ' ' 1·•. ' i•,:.···· --·-, 213.83TS i 1 i H i ! j' 10 :, I I , -JJ I 1-·'····:···.J __ ;·-·--H T"··•--1·----~-------1· ___..,.. ,-··---il4' ... 1 --~-----'--i-~l ..... L .. ,,.--L-.,--L-,, -l. r, _ _j ___ ,J.0?.8;311/_J,U, ,!!:!I 1:1 0 ---_,,__ ·--'-·T . ..J •.•. , •... L •. T_ ;____ _ __ L__ ,.. ·-·--··r·-L. ,---; --T .L T...! --'-----,, •.• .1 •• -,.-L ... ___ ! .l---,··· .J --'j'" i . . ···•· ' ---T -··· • ,·· ±5'-6" ·-r ..... f ._. ±6'-2" L ' --,-., ... L. . ..... _i_ ±6'-2" ±6'-2" T T ' .. ! ... -·'· -T. ' ±6'-2" ' •. T _ .. L -·-·r -----1- . -. , ... _, :,·._· ·-.,~ -:._,_.. '' .• ---PREFABRICATED CONC. CORNICE 218.67TW . , ... "!, . .. ,. -, >: -~--.>-.. ,_ .•' ,,., .. '.,, -,._ :. :, -PREFABRICATED CONC. O)PING 1 EXTERIOR PLASTER FINISH OVER CMU COLOR 1 ' ,, . . . ' ·,, --·: ,,;, --: ' ... , .. , ·-'·. -•. > •' ~--.. ,. :.;, ~--· ,:· . •. . -.. ;. ' ., :, :' ... ,·· .-.. ., ... -,. ., ... -":,, ,_.;. · .. : ' _, .. :-: ,: ·,. :: ·;· ,,_. .. ~ 203.36 FG '---SPLITFACE BLOCK COLOR 2, FACING INSIDE FACTLITY PREFABRICATED -PREFABRICATED ALUM. LOUVER '----SPLITFACE BLOCK COLOR 2 '----PREFABRICATED CONCRETE BASE EAST BUILDING ELEVATION & INTERIOR EAST AND SOUTH WALL ELEVATIONS SCALE: 1/4" = 1'-0" ~ MA-SON-RYVtii,LL ...... f' W/ STUCCO F!J\!EH i (BY OTHcRSj C".:;J , .. ' 1. ·. ✓r---. -,• .. _ _,_-. __ . --- 207.50 TW ... ,\.:. "' :... -- WEST ELEVATION/ COLLEGE BLVD. FRONTAGE 2 A-2 SCALE: 1/4" = 1'-0" EQ. EQ. EQ. ,.:. EQ.2 202.73 FG 4'0 x 22' L SURGE TANK FOREGROUND EQ. NORTH ELEVATION OF INTERIOR SOUTHERN WALL SCALE: 1/4" = 1'-0" ROOF HEAD ,'. ;-,· ;. :·' . " . .. -: ' --PREFABRICATED CONCRETE CORNICE --PREFABRICATED CONCRETE COPING EXTERIOR PLASTER FINISH OVER CMU COLOR 1 _,., ··-. -., .. \: .... :_:·· . _,._- ',<"" ... :·:_:--= :-.... •• ·::•' -,: ·',\ "< '-:~· ' ' -· ··•· :. ,. ,, '·. )· .. , .. ,. '· .-'_,,::.,,, .. ·-. , .. :• .. .... : '. ' '• .... ... -· .·' •. --. . . ·, _.,. ·' ··.:-·•;:, ~-. ... ~ UNFOLDED WALL ELEVATION PREFABRICATED CONC. DOOR FRAME 218.67TW -· -.,:., .. ,, ·~:,. ··.:·::· .• _-..,.,,.... . ., ·;• ,:· ,: ·; _ .. . ·-; :: .:_ ,'-· . .---~ :-'': :: ·_.. ', ... . :: ·., ~ .. .... : ~-· .. ·,· ... .. -•... /'~ .,•. : ;-. . ·,· . -: .. _; ' .-;, • > .... . ,'.: ... _:, ., -.. '., .. -~, . ..-;. . ,: ·:;.-, . ;.:. ·,. . ,_·._ EQ. 1 202.24 FG 202.40 FG COLLEGE BLVD. EQ. EQ. "-,-· CONC. WINDOW FRAME 203.36 FG PERFORATED METAL BACKING (3/32"DIA., 5/32" STG. CTRA., 47 HOLES PSI, 33% 0/A) -COLOR TO MATCH GATE ii ':l "T", . -,-·. "! --· I EQ. EQ. ll ' · ~ --.. ~--SPLITFACE BLOCK COLOR 2, FACING OIJfSIDE FACILITY 3 A-2 218.67TW "• ... , .... : ., •· .. ---:· .. •' : ,::: :. ;, ·, ·'':.:···: •: ,: . . (· ~-,., ... '·: · ... -.. ,_ -.· .... ,·-,.,,:.-.;_;:._. •• ;; ~ -:··' •.;< . " . '. •-:. . -. ' . . ..... PREFABRICATED CONCRETE CORNICE PREFABRICATED CONCRETE COPING EXTERIOR PLASTER FINISH OVER CMU COLOR 1 ;. : ,;. ·: >:: :-.. .. ,_,_: :.>'" .. ,. -· ' ·.·.-:: ,,,.-.. ·.;-,-, .. --.·.·· -::,· .... -, , . .-,~_ .. ::.,--.· ·<· -· .. ,(· · .. ·•:·· .... :·.;·; , •. · .· .J, ... , ... ········· '·~ ._,-.. ,•, ,-··' '-;, -.-.,-_;,- ' .. ; ... .: -: '•, .. -,,_· . . ~:-. . '.,., .-, ROOF HEAD •ii1.,,tt::.,.,~✓- "' 1111 "' EQ. -CAST METAL SIGNAGE SEE DWG, A-4, DETAIL 4 204.00 FF -SPLITFACE BLOCK COLOR 2, FACING COLlEGE BLVD. 20' WIDE DECORATIVE DOUBLE SWING GATE, SEE DWG. A-4 DETAIL2 204.20 FG ·., .. · .... •. .. .... ,·· - ROOF HEAD . ·; :, .--, .. ,. .,.:· ., .. -~--. .. ' : .,· ·-- EAST ELEVATION ii---<-~ SOUTH ELEVATION CUP 03-30 ±4'-10 1/2" ±5'-10" ±4'-9" ±4'-9" DECORATIVE WROUGHT IRON FENCE NO DECORATIVE WROUGHT IRON FENCE 214.SOTS 213.17TW ' __ J 212.SOTW 211.83TW ' e '' .. : ----,_ ----•. -, '" __ .; . ' .. ' --~--. ---,-.. -- ···--1 .. . --,- ' ., ..... ,... . .. 1 ' -----,---i . ·--:···-· ··r ·1 -·-'---- -,-i •• -•1· ' . i. -. ..! .. ,-·-· ' . .c. -·T·--.... :i -· , ... ,. ..... r .. U •••••• ._,, ____ • ,_,_ ---· --• ___ .!_ __ ... L ' ~--SPLITFACE BLOCK COLOR 2, FACING INSIDE FAOLITY 203.90 FG '---SPLITFACE BLOCK COLOR 2, FACING OUTSIDE FACILITY 203.45 FG 213.8315 " FI~~ISH SCHEDULE ITEM DESCRIPTION COLOR N011' CMU COLOR 1 TYPICAL PRECISION BLOCK GREY USE WITH NATIJRA.l GREY MORTAR CMUCOlOR2 RCP: BLOCKAND BRlCK-SPlIT FACE lAPAZ ONE SIDE, USE WITH GROUT -CX)l.OR 1 PERFORATED METAL BACKING (3/32"DIA., 5/32" STG. CTRA., 47 HOLES PSI, 33 % 0/A) -COLOR TO MATQ-1 GATE 207.831W ---PREFABRICATED CONC. CORNICE 218.67TW ..;. .. ·' ······ .. ......... . -.. ,, _. .. : '··•: ·' ·,; .. -~-.. :.:~·. · ..... __ ·.-.,:· ... _.', :,, ' -·· . ,.-. .. ·--. _,_. ~ :·;_;.:: ,-.c"'-•.. ~,w~if ~s~ •· ' ., . .. ,·· .. __ ,.·_.,-._ -:.,··· >·· EXTERlOR PLASTER OMEGA GROUT COLOR 1 BOSTIK-S132/U215 WROUGITT IRON FENCE PAINTED METAL STEELFENCES,GATES PAINTED METAL SCUPPER PAINTED METAL PREFAB. ALUMINUM LOUVER PAINTED METAL DOORS & AWMINUM LOUVER PAINTED METAL PREFAB. CONCRE:TE CX)PING, COIG.520 CORNICE, BASE, WINDOW & DOOR FRAMES ~METALSIGNAGE SIGN LETTERS ,---PREFABRICATED CONC. COPING EXTERIOR PLASTER FINISH OVER CMU COLOR 1 ····' ... ·.: .. "-,· •,: .· . ·-·_,'_-:-: . ,, . •.. · . ., __ ..... _.-,,_ . _ . .-. --~-/ ···:' .. _".•:, -; .. '.:-.. . 210.75 FG" TOE OF SLOPE" TO MATCH ICI -831 CHEMAYO SAGE ALMOND DURATECH 5000 -TO MATCH FRAZEE PAINT "8806N TIJDOR HOUSE" DURATECH 5000/ZINCALUME -PARCHMENT GAGE BRUSH BRUSHED AWMINUM I 'i I, CJTY OF c.:,f~LSI',.\D Planning Commission 11 I ------------ Case No. _____________ _ ----------------------------- Exhibit No. _ _.=U,___Date, ______ _ ' ~L.-.. ,= .,=--"=....,,--_...,,.,=..,..,,..,.-_,_ -· --==-=•="'•' -=--e.--.,~-~-=-------~' "AS BUil T" A-2CUP W--'->IUJII-· "2"-0-3-.9-'511-C/FG--'--'-'--~~-~~--'-' SPLITFACE BLOCK COLOR 2 PREFABRICATED CONC. BASE EXT. WEST BLDG. ELEVATION P.E. ___ _ EXP. DATE SPUTFACE BLOCK COLOR 2 PREFABRICATED CONC. BASE SOUTH BLDG. ELEVATION SCALE: 1/4" = 1'-0" ~ 48 hours BEFORE excavation ~ 1-(800)422-4133 CAil Undergnnmd Sen!ce Alert 203.36 FG 4 A-2 NORTH BLDG. ELEVATION 5 SCALE: 1/4" = 1'-0" A-2 11~ILLIS ~ASSOCIATES ARCttlTEC'l'cll.INC. 2900 BRISTOL SUITE G-205 COSTA MESA, CALIFORNIA 92626 TEL: 714-668-4260 FAX: 714·668-4265 APPROVED BY REGISTERED ARCHITECT No. DATE 05-02-04 KRIEGER -l!J 8TEw ART SCALE: 1/4" = 1'-0" JNCORPORATED 3602 University Ave. • Riverside, CA. 92501 • 909-684-6900 DATE INITIAL ENGINEER OF WORK DATE INITIAL 0ATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE 11 CALAVERA RECYCLED WATER PUMP STATION EQUIPMENT BUILDING+ WALL ELEVATIONS APPROVED: WILLIAM E. PLUMMER DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DWN BY: STAFF CHKD BY: _,.JP:___ RVWD BY: PROJECT NO. 3889 DATE DRAWING NO. 404-78 MAY 06 ?r:n, ~ "' w a! ~ 1'-0" (TYP.) -------PREFABRICATED CONC. COPING -SEE SPEC. 218.67TW 00 i,;- M i¼ --.... M i¼ ' --;... .... .... .... 8" PRECISION BLOCK COLOR 1 -- EXTERIOR PLASTER FINISH OVER CMU COLOR 1 -~ :• . .. - --~ .. ,,· . ·•' f-------------- I l I I PREFABRICATED CONC. CORNICE -SEE SPEC. ADHESNE BOND COAT & ANCHORS AS PER MFG. SPECS. 3/16"0 STEEL ANCHOR TYP. SEALANT 1 --REGLET COUNTERFLASHING ,---FASTEN THUR COUNTERFLASHING 12" O.C. WITH SEALING WASHERS r---FLASHING MEMBRANE 4" HIGH CANT STRIP BLOCKING --ROOF MEMBRANE --5/8" RE-COVER BOARD ROOF INSULATION COPING & FLASHING DETAILS SCALE: 11/2" = 1'-0" 8" SPLIT FACE BLOCK COLOR 2 8" PRECISION BLOCK COLOR 1 ADHESIVE BOND COAT & ANCHORS AS PER MFG. SPECS. MORTAR FIN. FLR. EL. 204.00 PREFABRICATED CONC. BASE ASPHALT PAVEMENT 218.67TW •:. . -: .. '"'•====I . ·,.:-, .. /:·: . 12" PRECISION BLOCK COLOR 1 ------ ~ a .. · ~ .... . . <I .. f .. , ... ,•·, .. ;: . ;·.·, ·. SEALANT-------- REGLET COUNTERFLASHING --, \ l=!,;c======ll . :· :· ·• FASTEN THUR COUNTERFLASHING 12" O.C. WITH SEALING WASHERS ,-~---GRAVEL STOP DRIP EDGE ---------, ~-EXTERIOR PLASTER FINISH OVER CMU COLOR 1 1~~===f===fljf ---PLASTER "J" MOLDING ---20 GA. SHEET METAL \J\.====/===~ OUTLET TROUGH 2'-0" OF ROOF FLASHING MEMBRANE I L-+-----, I I .·• ~~=±==:k:!:::~~~=al==r===l'.-. I -------, ---'~ 20 GA. MIN. SHEET METAL LEADER HEAD I I I I I I I I "===:'::;::::'===========1-------J ' NOTE -------J : SEE DET. 2 SHEET S-3 FOR MORE ROOF SCUPPER DETAIL LEADER AND HEAD DETAIL SCALE: 1 1/2" = 1'-0" ,: rll--3"x5" LEADER. 20 GA. .h----ie' MIN. SHEET METAL r-+-EXPANSION ANCHORS (TYP.) ~ 48 hours BEFORE excavallon ~ 1-(800)422-4133 CAil Underground Serme Alert EXTERIOR • INTERIOR ,----- -t,-1'1-;,-------.-"'":'~1::~;•.:;. ::.-I Z +--------i'~--i=l ' I • • I I DOUBLE LEAF ROOF HATCH WITH SKYLIGHT -SEE SPEC • CUP 03-30 218.67TW I • I I • I I I -------I I ----------==-====-= "" u g ~"~======r========~~-9 ="" CONTINUOUS GIRDERS, u i¼ ;:;- 't "' ~ ' 'it .... ., z fi1 iil 8: ., "' w ~ "' ~ a. "' 0 °' w ~ " g at ~ LU _1 ~~N M u.~ t·o 2 'J SEE STRUC. DWGS FOR ROOF FRAMING PLAN PLASTER "J" MOLDING n'o l-,.';-3V'-.._.-U') u V .. I""""'!,. 3/4" EXPANSION JOINT • b _, •➔ • CONTINUOUS FOOTING l s BUILDING SECTION SCALE: 1/2" = 1'-0" 7 1/2" ~---EXTERIOR PLASTER FINISH ,----PREFABRICATED CONC. DOOR FRl~ME ~--MORTAR ~--ADHESIVE BOND COAT & ANCHORS AS PER MFG. SPECS. DOOR AS SCHEDULE ~-HOLLOW METAL DOOR FRAME, GROUT SDLID (TYP .) ~---FRAME ANCHOR ~----8" PRECISION BLOCK COLOR 1 2" SAND LAYER SCARIFY 12" AND COMPACT TO 95% RELATIVE COMPACTION 4'-1/2" o.c. 11 EXTERIOR PLASTER 12" PRECISION BLOCK COLOR 1 10'-7' RAISED CONCRETE PAD TC 04.33 FF. 204.00 . . . ... .. l PUMP CAN l , RBNFORCED CONC. i: VAPOR BARRIER-1 LAYER 10 MIL. POL YETI-IYLENE. SHEETING TAPE W/ MANUFACTURER RECOMMENDED POLYETHYLENE TAPE AT ALL LAPS AND TO ENCASEMENT SUCTION SEE STRUC, DWGS FOR DET. SDE' OF CONTINUOUS FOUNDATION (TYP.} -~ 0 0 0 0 0 1-7/8" O.D. (llga.) GALV. ROUND TUBULAR STEEL POST WITH CAP @ 7'-0" MAX. O.C. SPAONG. PAINT WITH 2 COATS OF RUST RESISTANT PRIMER AND POLYURETHANE FINISH COAT. COLOR TO BE SELECTED BY OWNER. 1-3/8" O.D. (llga.) GALV. ROUND TOP AND BOTTOM RAILS -PAINT TO MATCH POSTS 3/4" 0.D. ROUND PICKETS (14ga.) @ 4-1/2" 0.C. SPAONG -PAINT TO MATCH POSTS NON-SHRINK GROUT TOP OF WALL ELEVATION ELECTRICAL PANELS 1-"""9 TC204.29 i' ,, I: ' ----.. -. ~----. -----~-·--- CITY ('rF C·\RLSh\D Plannmg Commission 11 -------------' Case No. _________ _ ----------------------------- Exhibit No. ~H~_Date, _____ _ ---------~------··--------~-· ····· A-3CUP "AS BUil T" TYP. DOOR JAMB DETAIL -DOOR HEAD, -'t'-CA-~E~_ 1 D_ 11 ?-.. -'!;-._ 0 _!A_M_B_,_, _A_N_D __ HEA __ DS_I_M_I_LA_R ___ @ TYP. TUBULAR STEEL FENCE DETAIL P.E. __ _ EXP, ___ _ DATE f'l~lLLIS ~ASSOCIATES ARCtl!TECT&,INC. 2900 BRISTOL SUITE G-205 COSTA MESA, CALIFORNIA 92626 TEL: 714-668-4260 FAX: 714-668-4265 APPROVED BY REGISTERED AROiITECT No. DATE Q5·DZ·Q4 NOTTO SCALE INCORPORATED ~>602 University Ave. • Riverside, CA. 92501 • 909-684-6900 REVIEWED BY: INSPECTOR DATE l-----+---l------------+---+--1------1----1 I SH8EET I CITY OF CARLSBAD I SHEgETS I ;:::::::::=::'-'====EN:::G:::IN:::E::E:::R:::IN:::G:::D::E:::P=A:::RT:::M:::E=N=T==:..===~ IMPROVEMENT PLANS FOR: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE !N!T!AL DATE INITIAL OTHER APPROVAL C!TY APPROVAL ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II CALAVERA RECYCLED WATER PUMP STATION EQUIPMENT BUILDINQ SECTION + DETAILS APPROVED: WILLIAM E. PLUMMER DEPUTY CITY ENGINEER DWN BY: CHKD BY: .. J.,.p __ RVWD BY: PE 28176 EXP. 03-31-06 DATE PROJECT NO, I DRAWING NO. 3889 404-78 MAY 116 ?nn --.·--------- 4" MIN. STABILIZING POST W/ TOP GUIDE WHEELS ~-------- ±15'-0" OPENING -VERIFY IN FIELD NOTES CUP 03-30 TOP & VERTICAL (3"w x 4"h x llga.) TUBE STEEL FRAME DECORATIVE STEEL FENCE BEYOND :=\ ; ----? TO BE LEVELLED AND PLUMB 4 1/2" O.C. ( -----·-, r-P----------::::::::.:.:.: ::.:.: ___ :::. .n....:..:.-:..-:..-:..--:..:.-:.::..--:.::..-_:_-_-:_.-:..-:..-:.--:.::.--:..-:.::..-_:..-:_-_ --:._-...n._ _:: _-:::::: :::::::: ::_:: ::r-:=r+~::_::_::_::_:: __ -::_::_::_:: -_-___ SLJ __ -_-_-..,T_'l-r-!-~-7!-----1~---------2_os_._5_0_TS _____ -++--------7-'!-, i_, [L ___ _ I I \ r'onrn-ir-ir-rll7rn-irt1' rt17r.71 : r,r.,,-.,,.-.,-,,~-,,--,,.r7,-,,-,.-, ~,r-~~-~-~~ nr,r-,,--,,-,r-rr-u-·.r-,,--,,-,~ t : 1) GROUND TRACK TO BE ANGLE IRON (SIZE PER REQUIREMENTS) WITH #4 REBAR HOOKS WELD AT 24" O.C. 2) WHEELS SHALL BE 6" DIA. V-GROOVE TYPE WITH GREASE FIIBNG AND NEEDLE BEARING I I t ! 1 ! ! I I 1 t I 1 ! I ! l I 1 1 I I I t I ! ! I I I I I ! ! I l l I l I I I I ! J ! I I I I -U I ! l 1 ! I I I I I ! J I ! I ! 1 I ! l 1 ! ! I L..J r I I r l l I ! t I l I I I t ! l ! I I ! ! l I I I l ! l I I ! J ! ! I ' . ; "' "' " V irt--3/4" O.D. ROUND PICKETS (14ga.) @ 4-1/2" O.C. SPACING 3) UPPER GUIDES TO BE BFC ROLLER ASSEMBLIES WITH 2" DIA HARD RUBBER ROLLER, 1/2" AXLE, AND BRONZE BUSHINGS. I I t I l I ,,, I I t l l ! 1,X A K ,) I ! t ! ! ! ,, \,j J/ I I ! ! I ! ll°"-V) I ! ! l ! I 11>¢<~~ )<\x I t ! J ! l ; ,, ' I I l I l I f>;f>IQ lxP:)y I I J l l I I I I I I I 11 I ! ! l ! I ,, I> ". L .... , i ( ,.., I' ---1 'r -----.-------------------------.../-.::'t-----~~: ~·~-~~;;;;;;;;;;;;;;;;;;;;;;j~' ~;;;~'';:;~~~~~~~~~~~~:~~~~5r)~±t~~;;~:::'.'.::::::~:::::+~:::'.'.::'.'.::'.'.=:~~~~J \_ -'----------\.\__ --•----• --\ -L.... ---=---=-----~--_ _ I'"-I I -, -----------! ~ 't .,.--- WHEEL STOP \ f: i •, . '., ~ 1 ' . --2~LO~;-----. ------------. ------. "' GATE AT OPENING POSIDON • • ! :. , . •, ! L: . O » ./3\ '-WHEEL STOP ·· .. :, I . ·.I I ~-4) = ··• -",1 :--·•li• ··• •1 !." ·•~.ii• ~ ..... ! 1··,. •.· ·: .··-1 !-~· .. · ~ "' , : ·.• ,: i '• .•• , : :, ·,, PERFORATED METAL BACKING (3/32"DIA., 5/32" STG. CTRA., J ! . f-1·, ' "'I •· ,: :, ,· : .•. <! J. ,: : 47 HOLES PSI, 33% 0/A) -COLOR TO MATCH GATE ~ t \ :Lfo.: · .;; :Lf,, BOTTOM TUBE STEEL FRAME TO BE ALIGN WITH 2 % SLOPE CONT. V-TRACK '----6"0 V-GROOVE TYPE STEEL WHEIEL ! 2'-0" l ' CONCRETE FOOTING ORNAMENTAL IRON ROLLING GATE @ PERFORATED METAL BACKING (3./32"DIA., 5/32" STG. CTRA., 47 HOLES PSI, 33% 0/A) -COLOR TO MATCH GATE SCALE: 1/2" = 1'-0" ±20'-011 213.83 TS ~----SQUARE TUBING POST --3/4" O.D. ROUND PICKETS (14ga.) @ 4-1/2" O.C. SPACING DECORATIVE STEEL FENCE \ , ~ 1--2"x TUBE STEEL FRAME , --, ,, - X ' >< I\ . . •.... · ·· ·l I '..; 4-I L-· · .• . ·• .... • ! I •• •· ;,. ! ( · ... :\\··~1 :.-.:.-~- . •: .4·· I I · · :'\ ...• ·, r . . < ] ! ; '. \ '-CONCRETE FOOTING ~" 1 I • · · -. . ' ~ l "• '< ·• • ! l .. : • , • .L--..-J • - ·.:".i'' •·· . . . l l 21-6n ' ' ORNAMENTAL IRON SWING GATE SCALE: 1/2" = 1'-0" ' . --. . . ' -. - -- I/ I/ I I - HEAVY GATES STEEL HINGES --- / --PADLOCKABLE SLIDE BOLT \ )< K X . . 209.50TS _ . ----,_ ,_ ''n'il!-11..11 ,_ ' II .Jl!.-,1·,11 -_,_ , _, _ . -. -. - • ..... ' I I ·• 4. ,. ! l· • • . I 1 1 .• -:_ •· ;,, • • . I \ \ 204.20FG ~~-PADLOCKABLE 5/8"x18" CANE BOLT PERFORATED METAL BACKING (3/32"DIA., 5/32" STG. CTRA., 47 HOLES PSI, 33% 0/A) -COLOR TO MATCH GATE • •. "i :.-.. ·>. ,4·• .1 I . . ., l r .·.,. •. • .• J I • ' .') I . ."~ .,. .·l I . :. ~ I I • · J I ." ~ •. ·• ·l 1· • ·• ·~ •. ~ ... L_,J • -.. ·•., ' ·•. . . . 6 . . @ 207.83 TW >1~ILLIS ~ASSOCIATES KRieCER 4) STABILIZING POSTS AND SAFETY POSTS TO BE MIN. 4" SQ. 11 GA. STEEL TUBE. 5) GATE, POSTS, ROUND PICKETS, AND MISC. HARDWARES ARE TO BE PAINTED WITH 2 COATS OF RUST RESISTANT PRIMER AND POLYURETHANE FINISH COAT. 6) COLOR TO BE SELECTED BY OWNER. PERFORATED METAL BACKING (3/32"DIA., 5/32" STG. CTRA., 47 HOLES PSI, 33 % 0/ A) -COLOR TO MATCH GATE\ ---~-- 1/2"0 MIN. METAL SUPPORT ~ I/--3/4"0 (14ga.) PICKETS PIN AT EACH WHEEL W/ HALF I ✓ SPHERE END CAPS -~-I 1/--3''w x 4"h x llga. TUBE STEEL FRAME I / 3-#4 BARS CONT. I e __ IL MOUNTING BRACKET PLATE , r,; 6"0 STEEL V-WHEEL ASPHALT--\ I, 1 '-011 I, • SECTION THROUGH GATE/TRACK SCALE: 11/2" = 1'-0" I 11 11 I 11 I 11 · I 11 I I 11 r "CAlAVERA" lettertng to be 4" high (3/8" Depth) Cast Individual A!um. Letters in "Garamond Boldn II 11 ! / letter Font, ~uare Faced Style. i ! : ! I : , .. _,.___._. ___ L_c,.. 1 k: --LLA----:Vt-E-JR .-A- -",.,.___ f i ! i : ~1~ --~CY(:L~P W:A'fE~~U~P S':r~'fIPN i l"""~ I ' i I "RECYCLED WATER PUMP STATIC~" lettering to be 3" hlgh;(l/4" Depth) i i cast Individtial Alum. Letters in "Gar.3mond Regular'' letter font, . --' ~+-T ·~-j .... ······ ~quar<!Face~~ll'i_e, s:r:i1,:. ······· i . ..... 1 · ...... J ·-... -, . ' I i f NOTE: Installation will be a Projected Jam Nut Mount where studs are set in adhesive cement. Stainless steel jam nuts are inserted between the letter and the mounting surface. SIGNAGE DETAIL ELEVATION SCALE: 111 = 11-011 @ .•· .. , , ........ ·-,,~,c·· ,. '--· '· ;"\" c;;:-c.~, ''-LSI'. \D Planning Commission --· --------------------------------- Case No. _________ _ ----------------------------- Exhibit No. ~;I=-· _Date; _____ _ '-•· .c_ .. C~ •••-•~ --•-· -••••~--"-A-4CUP "AS BUILT" P,E, __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DAlc 1------,f---+=-----------+---+---+---f----l I SHgEET I CITY OF CARLSBAD I SHEgETS I ENGINEERING DEPARTMENT l-----t---+----------------1---+--4---t---l :=:IM::;P:::;R:::;O::;VE~M=EN:;T~P:;LAN::::::S:::::::F:;O:;R:======='-'==~ ENCINA BASIN WATER REClAMATION PROGRAM, PHASE II CAlAVERA RECYCLED WATER PUMP STATION OATES ELEVATIONS, DETAIL + SIONAGE ~ -48 hours BEFORE excavation AQCttlTt:CT&,INC. ·=ar:c=========== c:>TEW ART APPROVED: WILLIAM E. PLUMMER ~ 1-(800)422-4133 CAil Undergll)llnd Senlce Alert 2900 BRISTOL SUITE G-205 COSTA MESA, CALIFORNIA 92626 TEL: 714·668-4260 FAX: 714-668-4265 APPROVED BY REGISTERED ARCHITECT No, DATE Q5-Q7-Q4 INCORPORATED ,l602 University Ave,· Riverside, CA. 92501 • 909-684-6900 i-----l----+----------------+---+----+---+---l::D~EP~Ur=T~Y?C~ITY3]E]NrGIENE=E~R~P=E=2;8,~7~6~EX~P=·~o63-=3=1=-0=6~~D~A~T~E=j;jj~ DATE INITIAL DATE INITIAL DATE INITIAL JP I DWN BY: " I PROJECT NO, I DRAWING NO, ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g ~~; ~~--1 3889 404-78 MAY !!Ii ?nn