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HomeMy WebLinkAboutDWG 333-2Y; CT 94-09-03; CARLSBAD RANCH UNIT 3 - LEGOLAND CARLSBAD LOTS 18 & 19; 01-48" ,: q -0 a. " CI: ,. u u • 0 ,. 0 0 .,, "' ., -0 u • ,:. C w z 0 z " Ol ' "' 0 '' N 0 \ --- \ ,,, ' ,,, ' ' \ ' ' \ ' ' ' "' AIR. RT 0 POINSET!7A LANE 'le i :,,,L JE :,I '?, ~ SHEET SUMMARY SHEET 1 2 I ~:, I _ _,. UNE -A9 \l '\ LINE A PER STORM. 'RAIN PLANS 333-2H \ ./ ~ ,... u "le '°"' PK/1,'y I -...c±==c!c.l ~ cos1~===:;t~i;i=:=~ \ '-r-t'.--.....-..:~-------i CJ J_.f\ - LA cosr4 ~ 1' /?€r[R€NCc Pl/1N5 ~ \ L-eucJ\DJf\ s:1e-z1 3!3-etJ ss:1-eH SS!-el S55-Z✓ 93:1-Ztl :l:13-ZT Z63•7 sss-ev ~aes ,11,?P /8c?75 PIIP 18Zl5 ~ 'v1CINITY MAP CT 9,,f.-,:19 (TM} r • 1,19? SF :'J9/$ Sr I-, VI Z!!J5,5SO~ l,3:'J3 lF IZOlF l,tl82t.F I'$ tF / I \ \ .~, PLANS FOR TH£ GRADING OF LOTS 18 and 19 of CT 94-09 Ntl ?5 ~ ?l ~ ~~ ~ 5/ .Mf'A' $1/L'C/// t'cJM.P/IC7E£J 6W5E (pM AC 8cl?,1J 5f;V0&%'5 AT £l;,?,,f',M,,e,,,Y MM /"YC A'a'.V afA'N (t51Zc ,4., M?lc£J a-Y ,Q:'A'MS' MIC#M W/ltt Pl'iV76Cl,i',;W /1:J5T ·. Ct1R9 ~II@ SHllT SM5C> tl-tl' ,%Tl/I(. SIIE:1:T ea ~ iz I ---..__ -UNE F \ \ \ --+-1--; 'LINE m • EARTHWORK QI.IANTlllES CUT: FILL: EXPORT: 2,550, 1$50 CY 1,99~880 CY 55"S, 770 CY ESE: Q!..IANllllES AR&" F()Rl BQNOING PURPOSES ONLY. i'IY.-1£ QUANl17c5" MAY 1-1/Rl,;.Y.,-..J _ __,...__....,,,.J ~~ & EXPORT MA"!ERIAL TO BE PLACED AS COMPAC"!EO FILL ON~? 1 9,10,11,12,13,14, ,t 15 OF UNIT 2, CARLSBAO TRACT 94-09 ~~ OWNER'S CERllFICA TE = DA"!E OATF: SOILS ENGINEER CERllFICA TE· I, ks,y,4·~,t:'IU,,)Zofl~ , A REGISTERED Cl',fl E:NGINEER OF THE STATE OF CAORNIA, PRINCIPALLY 00/NG BUSINESS IN THE AElO OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAIJPIJNG ANO STlJOY OF THE SOIL CONO!llONS PREVALENT flfTHIN THIS SITE WAS MADE BY ME OR UNDER MY O!RECT!ON BETl+fIN THE DA "!ES OF l'I !.lt:;;1/S T 19 j'S ANO Jul'( , 19.1£. TUQ COPIES OF THE SOILS REPORTS ANO AOOENO/JM LETTEH COMPILED FROM tflisSTlJOr, l'ITH MY RECOIJAIENOATIONS HA l,,f BEEN SUBMITTED TO THE OFFICE OF THE CITY E:NGINEER. SIGNED: ~ r,-W-~~- P.£ NO.: 3155.;I_ ' DATF:: --=O~.Z..cfr7J_,__/_,__97.,__ _____ _ LICENSE: EXP/RA llON DA TE: THE SOILS REPORTS llllEO "S{JPPLEMENTAL GEOTECHNICAL IN'i£SllCAllON, LEGO FAMILY PARK, CARLSBAD RANCH, CARLSBAD CAUFORN!A ': OA TEO JULY 23, 1996, PREPARED BY LEIGHTON ANO ASSOC/A TES, INC., IS HEREBY REFERENCED ANO ALL CRAOING SHALL 8E OONE IN ACCORDANCE Wll1 THE RECOMAIENOAllONS CONTAINED IN SAIO SOILS. REPORT. OECLARA llON OF RESPONSIBLE CHARGE I HEREBY OE CLARE THAT I AA/ 771E ENGINEER OF OORK FOR THIS PRO.EC r, 771A T I HA 1£ EXER(:ISEO RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROECT AS OEFINEO IN SECllON 670J OF THE BUSINESS ANO PROFESSIONS CODE, AN[) 771AT THE OESICN IS CONS/STANT Y,tTH CURRENT STANDARDS. I UNDERSTAND THAT 771E CHECK OF PROECT ORAWNGS AND SPEC!ACAllONS BY 771E CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY ANO DOES NOT REL/El£ ME, AS ENGINEER OF IIORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. NOL "fl: <i ASSOC/A TES 5469 KEARNY v?LLA RD SUITE: 305 SAN DIEGO, CALIFORNIA 92123 (619} 278-9392 I WRK TQ BE DON£ ' ~'. ~:--' \' THE GRAOING WRK SHALL CONSIST OF THE CONSTRUCllON OF All CUTS ANO FILLS, REM£0/AL GRAO/NG, DRAINAGE FACILlllES, EROSION CONTROL FACIL!llES, PLANllNG OF PERMANENT LANDSCAPING ANO PREPARAllON 9F AS-BUILT GRAOING PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORT'S, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPECIF/CA llONS, REQUIREMENT'S, RESOLUllONS ANO ORDINANCES CITED ON THESE PLANS. THE GRADING WRK SHALL BE PERFORMED IN ACCORDANCE Y,tTH THE FOLLOWING DOCUMENTS, CURRENT AT THE llME OF CONSTRUCllON, AS DIRECTED BY THE CITY ENC/NEER. 1. CARLSBAD MUNICIPAL CODE 2. C'ITY ~ CI/R~ SMJVafAI:?.> 3. lHI:$ 56T V l'!l/16 ,,; /i'E:Xt'.t-'T..tw.>' At?. NcJ BG-/ .1'AIO %-2; {j: 7J,'c 57.1':Va?A'O. YcC/.F,cfJ; n 15' .$. M/t6 /i',51VA'T /IN.O KcC,:;>A?~,.¾Q??la-Y5 PY U7MT,av /4110 ,4:56()C'/AT,5$ //IC tJ/1 ,/tlt.Y 21 19..94, 7. 77'6 &..Y P-690 K.G&av..?t 5T..f#P-f-'i'P M/IJ1IP'rt36 ll/V()/15 ,?i'/IY ,% 4'W~lcP BY 1,1/6 C/IY CV" c:'.1'KiM'70 6/11'..Y.:7..fliPS 8. C4t~;V,M C.:?I/ST...ft Calf$~ t?EYELC/Ph'f/Y'T P/;R#J'T Ca,\la-'77.::W:$ MTEZJ 11?,'i'IL I~ 19.%. tt:i-?6T,9l ,(JcY6l4r'A76YT Po'ilJi1'T /W$&9i' <,,-~ ·9 SI MV,,AtMMGV'Ul 11.P/Jl"c?~ tVCYM~ 0K 91--at 10. CIIKiSe/10 ,f..f#CH sPaC/,FIC ~ · U.71.F t55 t.F' 2;:~~/ tF .!,~7 lr 1,815 lF I, IP?fl 1./" 1,078 t.F 4/,f. lF ZI lF I t/1 IM I IE I e 5 7 {j /0 II It 19 /,/, e~ 6 EC.W~ 7J ~$6-'r , ~ % 8' .f'Y4 t57CJ,f;Y Mfl/V /",?6 S71li'/P/l;{'P l?WG " . ' ' . I ------, @I -- e ·- r G ---...------.---------------------. .. ----------~-"':"'"-----------------------~-----------:----............ --------·------------. . • j ========== -----::::--·-r- ===a:=:: I ,. ' , ' ---' \ \ 15 ;a, ,' ~--) ·~-I KEY MAP 1'=200' BASIS OF BEARINGS \ \ LJNE C6 \ \ THE BASIS OF BEARINGS FOR THIS MAP IS THE EAS"!ERLY LINE OF LOT 8 OF CT 92-7 PER MAP NO 13078 AS SHOWN ON MAP NO 13357, IE N00'03'30"E - SH££ \ \ \ ~ I <4t-._,.....\.. \\\ 6' SUBORAIN -,s.;""""\ --------\ \ I ~l(;,o ::..~g &: Cl etWe ec €lcV c)(,c)(l:5T Fl 10 ,e (F J/411)( ·,11.w tV /Ir BY.· rJ• , -~. -::,{ !t:'~ . "JAMES R. HEm!iflf!l. /\". .c.t: 31756 EXPIRES 12/31~ LEGAL OESCR/PllON -Z-13-3;, DA"!E A PORllON OF LOT "H" OF RANCHO AGUA HEDIONDA, IN lliE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA 7E: OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 823, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOl.fMBER 16, 1896. (LOTS 18 ANO 19 OF CARLSBAO TRACT CT 94-09} SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA "!ED BY PHOTOGRAMMETRIC METHODS FRO/JI INFORMA llON GA THEREO ON ,.H.JNE 24, 1996, BY SAN-LO AERIAL SIJRVeYS CORP. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA llONAL MAP ACCURACY STANDARDS. PROJECT LOCA nON THIS PROJECT IS LOCATED WTHIN ASSESSORS PARCEL NUMBER(S) 211-022-10, 11, 16 AND 211-023-15 THE CALIFORNIA COORO!NA TF: INDEX OF THIS PROJECT IS.· 350,000 1,671,000 ~M:"/1 m,.t(/( -,;.· l"l457/C CI/P (6:0 ca CON/lf.:?t /?T. 1' 1$() T) t c/15"T a' Mlt.-f'MP T&-rC'15" 1# K..f'l~O Kai¥. , !i1:V Fl' #tl.RT/1 c?F P--?tt:IM.« ...f#/',P.MT fi'a4?1 : KcCM'~, /~ /21?.I. , ,; ' ti f/1 19 E/1 I t!./1 I !A I tA J t/1 ti, f/( ·. 17 18 19 eo e, tt 1,/£1 lF t7 JEii ea /fl CY ffJ I t/1 30 teA 91 t ~,,, 3! 575 lF S9 t(g() ti" g;. /,tff;472 5F S5 /7,$,6V 5F S& t~SoZSF" 97 fJl,fi# &F 88 Z,6>M-5/:' s:, . 91,0lfa 5.&" ~ e;~6P 1-1 ttl lF 4! .f'CC 0/TCII WIN6' lY,Pc llb'li?W/ltl CMC'i'€1E M'0i'GY .O,tr.,/F,-970/i' ,P/MS/ITE CV-TtYr JY//Lt. 11,f/J//AT ,t"E~c J'KC 5WAte /IC W..-?t.KWAY :. ctcv~TltYV-' ~.&>1 415.t:.. • \ :;,,:.msrl'fu. rr»~li. rl'c.?lff 12, 7!:il!! lF 49 a?Rc66EO c~a ~ GLITTM - lf:C Ctll?a ! GI/TT€R Ct')n!;H eA~iivFtl:T>!!,tT,¥{. ' ''/~Z:J/ lF # -.Yr~",tT/~l~~.11 !!!!Jl,,~~!!lot,-J.: CITY OF CARLSBAD FIRE DEPARTMENT PLANNING DEPARTMENT APPROVAL ' REQUIREMENTS: \Al • ~ ~~ N"1 / I YJllK 'M C2 ' W-7 • DATE: 3 / J / "I 'r NO OF FH ~ FIRB FLOW __ GPM: OUT OF __ FB GNED) ~~,'!!~f~fil GP~ Mli:J~MIIWt PLANNING DrnECroR (SIGNED) DATE:3 /13 /97 / . OW#& £ (ffl~it~a ;,-,_ C'7&55'7,q c,, ~e 008 • - (11,/:'J} -?-$1-56,~ pee Cf/1?8 rF/6 PY Ci7Y t:JF ~o 6TA¾ DATE: z/204r, RECOMl!ENDED BY:__,D......,..o,.,n~N-e."=y'=""~---;, (PRINT NAIii) =-· , "' ' llllllilll llill\lllilllllltli iitiliilt ·. 5.o/?50 P::1-i ==9 I iM aT/1/t. S'/c!T t! , M sv~p1-zr C/!7;1/L -5/lccT21 -X--)(-.- OE?iflC 5'/ccT '55 ",. ...... , ... 3 ...... ~s-1 NAS BUIL TN fe µ., ~b, RCE.3'1?S'. EXP, u.-st-00 - 2.-4"-9st DATE DATE ,; IMS/N Ct.','i'V6 CM.TM t.<We awc:;:,rcre 6-VOa!RYc clcWfrl()N cX/5-'i'NtS Ft"'Wt~ OF"Gtl7T~ ;/\$'476 ,:7,/,%16"TQ\7 ..WY6-'i"T aeJMr,;;w l,NU/i' RicT M'/{)(/,My,Y . l7CC Pl /'& A'c::l"' /CIW 50 5/;f P.:, T,5 1--------+---------1---------+---+---+--~!SHilll CITY OF C.· ARLSBAD ltm5l L_L_j ENGINEERING D ARTMENT ~f.l MI/V/.,j1'4,'M Ot/TSl?'c tJ,M,-1,Ei?i:'r 1----+--,f----------------+---,--+---+---I GRADING PLANS FOR: ffi LOTS 18 ANO 19 OF CT 94-09 CARLSBAD RANCH/l£00lANO CARLSBAD . Tl TLE SHEE:T/K£Y MAP I ,- CARIBBAD MUNICIPAL WATER DISTRICT DESIGNED: N liii.. NOL TE and ASSOCIATES JRH/REB ._ Engineers / Planners / Surveyors fa""' ,___ __ __, 5~69 Wi...1Uft VIL1J. RD.,SlJil! 3)5, ~AN DI!GO, CA. 92129 (619) 276---9392 DATE: DATE: '""'•!"."! w,oa,, 02/05/97 _;<Jt•~-;: .. ~-;-_-.H~.~2-:_.'«'o!~-~--~ .. ~~~~-t.!c..:.·!..l!f.-j,~7~_ JOB NO, r JAMES R. HETTINGER R.C.E.;;55 (E:)IP. 12-.31-00) DATE: $00186 DISTRICT ENGINEEB RCE 28178 ~ 11 .! l ' i~ .! ' 1 ., I I l I 1 f 1 I I }! r ,1 ' l("j ~ j 1 1 .. · . ' ; f l l I ". j i ;! ' ., • l " ' ' , .. ,_,' l,, "~ ti, ,. . " ' I l;: NO SCALE ______ ....,. ____________________________________ _,. ':34 -?,Oft. . •·. -, .. . l -.~ ' , .. .~~ ,,_,,. -~ ' ~--__,,,_ ) '-' :;;: a N 0 CL '-' a: w " "' z '-' z 3: "' a: 0 / "C "C ~ 0 / 0 0 ✓ <O '!? 0 "C V> ✓ C ± f-"' a. w z 0 z w "' i= d f-a. t--"' ' 0 N ' "' 0 w f-< 0 d f- GRADING NQ'TES & SPECIAL NQ'TES 1} 2) (IN AD0/170N TO THE REQIIIREMENTS OF CHAPTER~ THE CARLSBAD MUNICIPAL CODE.} t;,;,;r' THIS PLAN SUPERSEDES All OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 28) 29) ALL SLOPES SHALL BE IRRIGA 1 STABILIZED, PLANTED ANO/OR HYOROSEEDEO WITHIN TEN (10) DA Y.S' OF 71-IE ME WHEN EACH SLOPE IS BROUGHT TO GRAD£ AS SHOWN ON THE APPROl€0 :.4DING PLANS. LANDSCAPING SHALL BE ACCOM.~VSH£D ON All SLOPES AND PADS AS REQUIRED BY 71-IE CITY OF CARLSBAD LAN SCAPE MANUAL, 71-1£ LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 3.3. -20, ANO/OR AS DIRECTED BY 71-1£ CITY ENGINEER OR PLANNING DIRECTOR. 1) ALL PRIMARY PROJECT CONSTRUCTlON lffLL IIIPLEMENT AN AGGRESSIVE Pf?OCRAM OF CONS-mt/Cl70N DUST CONTROL sumctENT TO UEET 'l'HE REQUIREMENTS OF TH£ SAN DIEGO COUNTY APCD. TH£ MINIMUM CONTENT OF SUCH A PROGRAM lffLL INCLUDE: • APPL y sumCIENt WA T£R TO All MA,l()f? DISTIJRBANCE AREAS m MAINTAIN A SOIL MOfSTIJRE OF 8) IT IS ANT7CfPATED THAT THE KNATCATHCER PAIR LOCAT[l) IMVEOIATELY OFF-SITE m THE £AST OF THE PROJECT ltfLL BE TAKEN DURING CONSTRUCT70N OF THE MUNICIPAL COlF COURSE BE/NC PROPOSED BY THE CITY OF CARLSBAD. AS A RESULT, NO U/71CAT70N FOR CONSTRUCTION NOISE IA,/PACTS THAT MAY OCCUR 9) RANDO/IL Y SELECTED SURFACE SAMPLES SHALL BE COLLECTED AFTER EACH PHASE OF GRAD/NC AND CHEM/CALLY TESTED FOR PES71CIO£S m 1/f'R!FY THAT mxAPHENE AND ODT PLUS ITS OERIVA71V£S AR£ BELOW TH£ ESTABUSHEO me AND STZ.C ACTION LEVELS 3) APPROVAL OF THIS PLAN DOES NOT LESSEN OR WA/11; ANY PORT70N OF THE CARLSBAD MUNICIPAL CODE, RESOLUT70N OF CONDIT70NAL APPROVAL, CITY STANDARDS OR OTHER ADDIT70NAL DOCUMENTS L/SlED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESRONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOl€RED. 4} CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- IIURK FROM RESPONSIBILITY FOR TH£ CORRECT70N OF ERRORS AND OMISSIONS OISCOl€R£0 OUR/NG CONS71?UCT70N. ALL PLAN REVISIONS SHALL BE PROMPTZ.Y SUBMITTED TO TH£ CITY ENGINEER FOR APPROVAL. 5) A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER /NILL BE REQUIRED FOR ANY IIURK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A C£Rl7FICA TE OF INSURANCE MUST 8£ FILED NAMING TH£ CITY OF CARLSBAD AS AN AODl710NAL INSURED ON TH£ P£RMITTE£'S POLICY IN TH£ MINIMUM AMOUNT OF 11.000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSIJRANC£' COMPANY WR!l7NG THE PO(,ICY MUST HA~ A RA l7NG OF "A• ANO A SIZE CA TACORY OF CLASS V AS ESTABLISHED BY BESTS* KEY RA TING GUIDE 6} UNLESS £XEMP7ED BY SECT70N .301.{b}5 OF TH£ UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 7) NO WORK SHALL BE COMMENCED UN71L ALL PERMITS HA VE BEEN OBTAINED FROM TH£ CITY AND OTHER APPROPRIATE AGENCIES. 8) APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNT7L THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 9} NO REVISIONS WILL 8£ MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF TH£ CITY ENGINEER, N07ED WITHIN 71-IE REVISION BLOCK, ON TH£ APPROPRIATE SHEET OF TH£ PLANS AND TH£ 71TL£ SHEET. 10} ORIGINAL DRAWINGS SHALL BECOME 711£ PROPERTY OF TH£ CITY UPON BEING SIGNED BY 711E CITY ENGINEER. 11} TH£ ORIGINAL DRAWING SHALL 8£ REVISED TO REFLECT AS-BUILT CONDIT70NS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY 71-1£ CITY. 12} ACCESS FOR FIRE AND 071-IER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO THE PROJECT SITE AT ALL 71MES DURING CONS1l?UCT70N. 13} WHERE 71?£NCH£S ARE 'IIITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: {A} SUMMARY SHEET, (B} LABORATORY WORK SHEETS ANO {CJ COMPACT70N CURl€S, SHALL BE SUBM/77ED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 71-1£ FIELD OF APPLIED SOILS MECHANICS. TH£ SOILS REPORT 'IIILL BE SUBMITTED TO TH£ CITY ENGINEER/NC INSPECTOR WITHIN TWO WORK/NC DA Y.S' OF THE COMPLET70N OF FIELD TESTS. 14} A SOILS COMPACT70N REPORT ANO COMPLIANCE 1€RIFICA 770N REGARDING ADHERENCE ADHERENCE TO RECOMMENDA l70NS OUTZ.INED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER TH£ OIRECT70N OF A PROFESSIONAL ENGINEER OF 711E STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OF FUTZ.IRE FILL AREAS SHALL BE CONS71?UCTED IN ACCORDANCE W!TH THE CITY OF CARLSBAD STANDARD SPECIF/CA l70NS AND THE "EARTHWORK SPECIF/CA l70NS" ATTACHED TO THE PRELIMINARY SOILS INVEST7GA 770N. DAILY FIELD COMPACT70N REPORTS 'IIILL BE SUBMITTED TO THE PROJECT INSPECTOR. .30) THE OWNER/APPLICANT SHALL ;SURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING A ANS WITH THAT SHOWN ON 80711 THE LANDSCAPE ANO /RR/GA 170N PLANS AND TH--j IMPROVEMENT PLANS AS REQUIRED FOR 71-IIS l+ORK IN ACCORDANCE WTH THt.' LANDSCAPE MANUAL 71ME REQUIREMENTS. .31) · STORM DRAIN PIPE SHALL BE RE,ij'FORCED CONCRETE PIPE WTH A MINIMUM 0-LOAO OF 1,350 OR ASBESTOS CEMENT PIPE WTH A MINIMUM D-LOAD OF 2,000. FOR PR/VA TE STORM DRAl PIPES, UP TO 36" PVC MAY BE Ul7LIZED PROVIDED DEPTH IS LESS THAN O FEET AND BACKFILLED '111TH .3/4" ROCK PER SDRSO S-4 TYPE •c• AND PIP£ '££TS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 32) .3.3) WHERE AN EXISTING PIPE LINE !.1TO BE ABANDONED AS A RESULT OF TH£ GRADING OPERATION, IT SHALL B. REMOVED MTHIN TWENTY FEET OF BUILDING OR S71?££T AREAS AND REPLACE, MTH PROPERLY COMPACTED SOILS. IN 071-IER AREAS 711£ PIPE lffLL BE PLUGG. MTH CONCRETE OR REMOl€D AS APPROVED BY THE CITY ENGINEER. · THE CON71?ACTOR SHALL VERIFY,'£ LOCA 770N OF ALL £XIST7NG FACILIT7£S {ABOVE GROUND AND UNDER CR 'ND} WITHIN THE PROJECT SITE SUFFICIENTZ.Y AHEAD OF GRADING TO PERMIT 'E REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTZ.IAL LOCA ONS ARE IN CONFLICT WTH THE PROPOSED l+ORK. 34) TH£ CONTRACTOR SHALL N077FY 'AFFEC7ED Ul7LITY COMPANIES {SEE BELOW} AT LEAST 2 FULL WORKING DA l'S PR(OR TO START7NG GRADING NEAR THEIR FACIL/l7ES FACIL/77£S AND SHALL COORDINA fE TH£ l+ORK Wf711 A COMPANY REPRESENTA 711/£. UNDERGROUND SERVICE ALERT 1-800-422-4133 SDC4t£ (619)438-6200 PACIFIC BELL (619)489-3441 DANIELS CABLEVISION ~l~ltl~ CITY OF CARLSBAD{S71?EET & ST0RM DRAIN} /l:,.t, ,, CARLSBAD MUNICIPAL WATER DIS,:RICT - • SAN DIEGUITO WA 7FR DISTRICT (619)753-1145 • LEUCADIA COUNTY WATER O/Sl1?/(JT (619)753-0155 • VALLECITOS WATER D/Sll?ICT (619)744-0460 ,. OL/VENHAIN WA 7FR DISll?ICT (619)753-6466 ,, BUENA SAN/TA 770N OIS71?ICT {619}565-5657 *AS APF/ROPRIA TE 35) PERMIT COMPLIANCE REQUIREMEN'('s: A. FOR CONll?OLLEO CRAOINC=APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLO ST TO GIVE ~!!!~~1~~•9'1CE, OBSERVE AND CONTROL THE IN PROGRESSri._1 . . I!, . ·81Jffi CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL 1 A GRADING PERMIT TH£ FOLLOlffNG REPORTS ~ V THE CITY ENGINEER VIA TH£ PROJECT INSPEC . . . ~ :.4RL :.40 MUNICIPAL CODE: .IE:,ro T BY S/.JPERVISINC GRADING ENGINEER STA l7NG ALL GRADING IS COMPLETE. All EROSION CONll?OL, SLOP£ PLANT7NC AND !RR/GA 710N ARE IN.iTALLEO IN CONFORMANCE WITH CITY COD£ AND THE APPRO V PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENCi. '££RING DEPARTMENT}. (2) AS-:Bll/L T GRADING !PLAN. 15} A PRECONS1l?UCT70N MEET7NG $HALL BE HELD AT THE SITF PRIOR TO THE {3} REPORT FROM TH£ . WLS ENGINEER, WHICH INCLUDES BEGINNING OF fftll?K AND SHALL BE ATTENDED BY ALI REPRESFNTATTVES RECOMMENDED SOIL BE. RING CAPACIT7ES, A STATEMENT AS TO RESPONSIBLE FOR CONSTRUC77QN INSPECTION, SUPERVISION. TEST7NG AND ALL THE EXPANSIVE QUALi OF THE SOIL, ANO SUMMARIES OF OTHER ASPECTS OF THE WOR!f. TH£ CONTRACTOR SHALL SCHEDULE THE M££71NG FIELD ANO LABOR A TOR TESTS. THE REPORT Sit.ALL ALSO THROUGH THE PERMIT CLtifK(438-.3634) AT LEAST Fll€{5) WORKING DA Y.S' PRIOR INCLUDE A STATEMENT y THE SOILS ENGINEER 711A T THE TO START7NC CONS71?UC710N. APPROl€D DRAWINGS MUST BE AVAILABLE PRIOR TO GRADING WAS DONE IN CCORDANCE W/711 711E REQUIREMENTS AND SCHEDULING. THE GRADING PERMIT lffLL BE PROVIDED BY THE PROJECT RECOMM£NDA710NS OU !NED IN THE PRELIMINARY SOILS REPORT INSPECTOR AT THE MEET7NG. AND ANY SUPPLEMENTS THERETO. 16) ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT70N MEET7NG WLL BE (4) REPORT WTH AS-e/;tL T GEOLOGIC PLAN, IF REQUIRED BY THE MADE BY CALLING THE ENC/NEERING 24-HOUR INSPECT7QN REQUEST LINE AT BG) VNLE$ ,;Cf/l;,PI/VG PElfAf/T r'M~V5 PA'al6'CT 15 165//UJ WIT!YbV !i/Jr' ~) (619) 438-3891,INSPECTIQN REQUESTS MUST BE RECEIVED PRIOR TO 2:QQ P.M. ¥tJNlll6' /IFTE/i' TE CITY E!VG.Wt.i ~ N'l"A't?l#L, T/156 ~M, 4f//Y N A'EX#i'eO ON THE DAY BEFORE THE INSPECTION IS NEEDED, INSPEC710NS 'IIILL BE MADE m BE l<cst/8117/17eP FtY? PLA'.M ~ PUMY!c~ FEE'S w1a ll /i'att/lRE.O R:?A' THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER /2'/VY 6t/C# li'ECHeCA'. . 2: 00 P.M. IMLL BE SCHEDULED FOR TWO FULL WORK DA Y.S' LA TER. '37) ll-/fi 5C¥l5 Ra'M75' 717ll:O "5tll'.16'4El'/T,ft. GcOTEC/2'/IIIC.,fl INVE5TIMT/tJIY, t.EG() FAMlt.Y 17} THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONll?ACTOR ,P,?A'K, OIA'46lWP RAN~ C/1/ft. '.~ C//t//'tJ/?/Vlll_)_l).,tJTEO Jt,l.lt/t.Y 2~,~~ 'PA'cf'Me.0 BY SHALL DESIGN, CONS71?UCT AND MAINTAIN ALL SAFETY DEi/iCES, INCLUOING {.E/GIITO/f AND .'1550C/H/'6'6; IIYC:1 r:,· lfME9Y NO'M't'NC&? #NO llt,c MM/N6' ~t,t, B6 SHORING, ANO SHALL BE SOLEL Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, awe //)I ACCt?/?t},fl,/CE Wll1f 7116 ~Ct:w'.1?6109,T~ Ct>/\d'h'/Nc,O Ml t,n'/0 fx:1/ts STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LA lfl.S' AND REGULATIONS. li"ER)Jf~ 2) 3) 4 PERCENT IN THE UPPER 6 INCHES SOIL STRATUM. OTHER EQUALLY £FF£Cl7VE OUST PAWATlVES lffll BE USED IF DROUGHT CONOl710NS LIMIT WATER AVAILABILITY. • PERFORM DAILY STREET SltffPING AT THE CONCLUSION OF EACH fffJRKDAY UP TO A DISTANCE OF 250 FEET IN £1THER DIRECT70N. OF ANY CONSTRUC710N SITE ACCESS ENTRANCE UN77L ALL ONSITE PA llfNG IS COMPLETED. • WASH OFF ALL TRUCKS lEA'llfNG THE SITE ANO HCT 00/t/N OR TARP ANY -mt/CKS HAUUNG 0/RT AWAY FROM THE SITE. • DOUBLE SANDBAG ALL SITE PERIMETERS ADJOINING TRAVELED ROADS FROM NOVEMBER TO APRIL TO PREVENT DIRT FROM WASHING OFF THE SITE ANO BEING PUl IIERIZED BY PASSING VEHICLES. • ESTABLISH/NC LANDSCAPING HfTHIN 90 DA rs· OF THE CCMIPL£170N OF GRADING OR H'IDROSEED MTH A NAT7VE PLANT MIX AS AN INTERIM GROUNOCOVER m MINIMIZE /1/!NO EROSION. IRRIGATE AS NECESSARY m SUSTAIN GROUNDCOVER. • TERM/NA TE All GRAD1NG, EXCA VA 770N, ANO TRA IIE'L ON IJNPA I-ED SURFACES Hf-lEN HOURLY A 1,£/?AGE IMNO SP££0S EXCEED 30 MPH. THE CONTRACTOR ltfLL HA VE ONSITE lffND MONITORING CAPABILITY OR ltfLL MAINTAIN CONTACT HfTH TH£ APCD METEOROLOGIST FOR CURRENTAVERAGE HfNDSP££0S. • APPLY NON-HAZARDOIJS CHEMICAL STABILIZERS TO ALL INAC71VE POR710NS OF THE CONSTRUC770N SITE. WHEN APPROPRIATE, SEED EXPOSED SURFACES HfTH A FAST-GROIIING SOil 8/NOING PLANT m REOIJCE lffNO EROSION ANO ITS CONmlBUT70N m LOCAL PARTlCULA TE LEVELS. ALL PRIMARY PROJECT CONSTRUC710N CONTRACTORS HILL IMPLEMENT A TRAmc MANAGEMENT PROGRAM TO REDUCE THE NUMBER OF EMPLOYEE OR MATERIAL DELIVERY 71?/PS ANO TO MINIMIZE CONFLICT WTH REGIONAL 7l?ANSPORTA710N PATTERNS. THE ELEMENTS OF SUCH A PROGRAM lnll INCLUDE: • PROVIDE RIDESHARE INCEN71VES FOR ALL WORKERS ONSITE. • PROVIDE CONSll?UCTION PERSONNEL PARKING OFF ARTERIAL ROAOWA Y.S' TO MINIMIZE ll?AFFIC INTERFERENCE. • SCHEDULE RECEIPT OF CONCRETE, ASPHALT, STEEL AND 071-IER MATERIALS FROM 9:00 AM TO 3:00 PM AS MUCH AS PRAC77CALLY POSSIBLE. • RESll?ICT ANY LANE CLOSURES OF PUBLIC ROADWA Y.S' TO THE HOURS OF 9:00AM TO 3:00 PM • COMPLE7F ALL S71?£ET/WASHING OF ADJACENT ROADWAY., BY 4:00 PM PRIOR TO TH£ ISSUANCE OF A GRADING PERMIT, THE APPLICANT SHALL PROVIDE WRITTEN EVIDENCE THAT A C£Rl7FIEO ARCHAEOLOGIST HAS BEEN RETAINED, SHALL BE PRESENT AT THE PREGRAOING CONFERENCE, SHALL ESTABLISH PROCEDURES FOR ARCHAEOLOGICAL RESOURCE SURVEILLANCE, AND SHALL ESTABLISH IN COORPORA 770N lffTH THE PROJECT PROPONENT, PROCEDURES FOR TEMPORARILY HAL 71NC OR REDIRECT7NG WORK TO PERMIT THE SAMPLING, IDEN77FICA 770N, AND EVALUA 770N OF ARTIFACTS AS APPROPRIATE. IF ADDITIONAL OR UNEXPECTED ARCHAEOLOGICAL FEA Tl.IRES ARE DISCOl€R£D, THE ARCHAEOLOGIST SHALL REPORT SUCH FINDINGS TO THE APPLICANT AND TO THE CITY. IF THE ARCHAEOLOGICAL RESOURCES RE FOUND TO BE SIGNIFICANT, THE ARCHAEOLOGICAL OBSERVER SHALL DETERMINE APPROPRIA 7F ACT70NS, IN COOPORA 170N Will-I THE APPLICANT FOR £XPLORA 770N AND/OR SALVAGE. THESE AC710NS, AS WELL AS FINAL Mll!GAT70N AND DISPOSl710N OF THE RESOURCES, SHALL 8£ SUBJECT TO THE REVIEW OF 71-1£ CITY. 4} PRIOR TO ISSUANCE OF A MASS-GRADING PERMIT, TH£ D£1€LOP£R SHALL PRESENT A LETTER TO THE CITY OF CARLSBAD IND/CA l7NG THAT A QUALIFIED PALEONTOLOGIST HAS BEEN RETAINED TO CARRY OUT AN APPROPRIATE MITICAT70N PROGRAM. (A QUALIFIED PALEONTOLOGIST IS DEFINED AS AN INDIVIDUAL WITH A MS OR Ph.D. IN PALEONTOLOGY OR GEOLOGY WHO IS FAMILIAR WITH PALEONTOLOGICAL PROCEDURES AND TECHNIQUES} • A QUALIFIED PALEONTOLOGIST SHALL BE PRESENT AT THE PRE-CONSTl?UCTION MEETING Tl CONSULT MTH THE GRAOING ANO EXCA VA 770N CON71?ACTORS. , 1 58) TH€ c)(/5771,'(; IYM'Ti!WL/,Vc FA'CIL/li:: 11/i'ti JV li'eAM.W /,ii 6e/el&::'£ M'IVO A'6$:>tUT6t.Y ;Vo 18/ THE CONll?ACTOR SHALL CONFORM TO LABOR COD£ SECT70N 6705 BY SUBMtmNG MA'P/,wg tW l"/Lt/NG W/Ct. OC.Ct/K .YI"" eX'l"'~ .FA?all7$ /uVl7l ;?tt, NtEW IA11!=o """IIV"" A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWNG = =• ,v, '"" "HT' -' • A PALEONTOLOGICAL MONITOR SHALL BE ON-SITE AT ALL l7MES DURING TH£ ORIGINAL cumNG OF PREVIOUSLY UNDISTURBED SEDIMENTS OF 711E SANT7ACO FORMA 770N TO INSPECT CUTS FOR CONTAINED FOSSILS. PERIODIC INSP£CT70NS OF CUTS INVOL I/ING THE LINDA VISTA FORMA 770N IS ALSO RECOMMENDED. IN THE EVENT THAT FOSSILS AR£ DISCOVERED IN THE LINDAVISTA FORMAT70N, IT MAY BE NECESSARY TO INCREASE THE PER/DAY IN FIELD MONITORING 71ME. CONVERSELY, IF FOSSILS AR£ NOT BEING FOUND THEN THE MONITORING SHOULD 8£ REDUCED. {A PALEONTOLOGICAL MONITOR IS DEFINED AS AN INDIVIDUAL WHO HAS EXPERIENCE IN THE COLLECT70N AND SALVAGE OF FOSSIL MA TER!ALS. THE PALEONTOLOCICAL MONITOR SHALL WORK UNDER THE THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE 11V PA'ta11?R A!W~li'T li'tWL? }1. m awve A';VP #,WM ///IC.UY A'tJ.llO //Kc XIN5Tli'l/C~ OF WORKER PROTEC710N FROM THE HAZARD OF CA I/ING GROUND DURING THE TliSTEL? MClc/?/,'l rcs7l:£? AM? 't?/4fPLcTet.Y a<'eRn'i7..::W.lll AW <:½'A'i5MO if?~NA'.?/.RPt. WHT~ EXCA VA 770N OF SUCH TRENCH OR ll?ENCHES OR DURING THE PIPE INSTALLA 170N 0/67/?ICTS :Rtlt£S :MIOKcG4'.'an.< Wl!WCNff 015/J?ICT 6Va'lv'EM!5' /2'?,l"Ji'OV~. ·. THEREIN. THIS PLAN MUST BE PREPARED FOR ALL ll?ENCHES FIVE FEET {5J OR 39) T/1/S ,P,ROJ€eT SIIA't.l • Ca1?.Pt.Y /fl W /ltt. 0?#0/17.US /l;VO $/T~#LW J76/l5t/R$ WHic// MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED ///?€ Rc{f~l.li'c.O .IJS ,0/1/fT t¥" THE .?/Ve /3 {.tJC:,,,t. r'A'Cli/7765 $A'NR6'eM'BV7 PtA'N n'AIO AGENCY PRIOR TO EXCA VA 770N. IF THE PLAN VARIES FROM THE SHORING SYSTEM h'NY A'PtiYO$~ /YllfPE To lh',9. Pt,f# PA'-M m T#E ,$b'h'NC6 d 81//t.O/.,YG .A5,W/?5'. DIRECTION OF A QUAL/REO PALEONTOLOGIST} • WHEN FOSSILS AR£ OISCOl€RED, TH£ PALEONTOLOGIST {OR PALEONTOLOCICAL MONITOR} SHALL RECOVER 711EM IN MOST CASES. THIS FOSSIL SALVAGE CAN BE COMPLETED IN STANDARDS ESTABLISHED BY THE CQNSTRUCT7QN SAFETY ORDERS. 1711.,E B CALI ~J 54'~HMS 5¥~# tW TH6Sc p., ,..,,,., TO 86 .Ptfi'CcLJuV VG,ti',77£½1L h'N.O mR/Zt?AIM/ fi' FORNIA ADMINISTRA l7VE COD£ THE PLAN SHALL BE PREPARED BY AN ENGINEER AT lf-S -e~~ mi ,..., :-1. ~ A! ,re '-{.!..::, 71-IE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCA VA 770N PERMIT MUST BE ,__ ,-,c ''" SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVAT70N. ~/.?.5,;,Wc<:l ™ ~ I/PA ~&c ,176','fNS A SHORT PERIOD OF 77ME. HOWEl€R, SOME FOSSIL SPECIMENS {SUCH AS A COMPLETE LARGE MAMMAL SKELETON) MAY REQUIRE AN EXTENDED SAL VAG£ PERIOD. IN THESE INSTANCES TH£ PALEONTOLOGIST {OR PALEONTOLOCICAL MONITOR) SHALL BE ALLOWED TO TEMPORARILY DIRECT, DIVERT. OR HALT GRAD/NC TO ALLOW RECO~RY OF FOSSIL REMAINS IN A TIMELY MANNER. BECAUSE OF THE POTENT7AL FOR THE RECOVERING OF /OK ,n?..,Y~#&' 41" A'£<'. R?/J/,?,'E ~~15¥,5; S/$FAt;lf ~MfA?S; {M77M'3; t'M-'.a;e.f,o/M;; 19} NO BLAS71NG SHALL BE PERFORMED UN71L A VALID BLAS71NG PERMIT HAS BEEN w~ /?Et!t,9/M&J W/1~ oc>Voe 22';'.I? .ati"A'.W ~/ll~· l,W/6,?~ M'O R:iLtb',1,.:2,V a:m?iVl OBTAINED FROM 71-1£ CITY OF CARLSBAD. SUBMIT APPL/CA 770N FOR BLAS71NC a:J'LIS'. Wi:Sc .l'ifO'.CIT.iifS A'A"c 1ZJ AA"A/..W~ ff ,WE <?WA'M' Of':5<1/CC~ oV HY7eR66T 20) PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLAS71NC OPERAT70NS. .h:Wm'c t/fl q m'6 ~cCT. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED MTHIN ANY HQRK AREA DURING CONSTRUCllQN. OPERA llQNS 'IIILL CEASE IMMEDIA TEL)'.'. AND THE PERM/TEE WILL NOT7FY THE CITY ENGINEER. OPERA l70NS W!LL NOT RESTART UNTIL TH£ PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. ,sfe) .AtL a?Aaf'675 T~At'E~ -~ ~L ,&"~$Al@ BY ;;?IE awctac'B'/~ CWIV&R n?A' J:,1/6' t/H tJF 7/IE ~ /11/m~~WJ'RY ~ 5T//7M'/tWT arEh½'LY ~;:y,pya TIIE ,e"~.ia'JY 5'1/A'tt N ~ A'tL ~.GV..4?6'1.6 c:Rs;?IE a,=-~TY MV CW ,WY RN/.5,</ M/2'altY8 PMMi ~tll/~T ~ /WO $'Tc .Pa#.> ~Bl JY/T/1 TAl!:.ir'/l<ZWG R'iRA-1/T 21) ALL OPERA l70NS CONDUCTED ON TH£ SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTZ.IRE OR OPERATION OF 71?UCKS, EARTH- 7.iY~ r.lft:/V.7785/Pi'E 7D"1~ BY ;we .aqy&L~~y c:m-'#e'j' ~ T.llc /,Fe Or ?HEP~ 22) 2.3) C, '57Al DGV6lt>P#NT .Pc. 'IT C()N0/77tJN Pcl(NJIT /Vt) I>-91/1-9 Noree EACH OA Y, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA 710NS I} SHALL BE CONDUCTED ON WEEKENDS OR HOL/DA Y.S: {A LIST OF CITY HOLIOA Y.S' IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.} ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY TH£ CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING QA YS PRIOR TO BEGINNING OF WORK. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONll?ACTOR SHALL OR ADJACENT Sll?EETS AS A RESULT OF THE GRADING OPERAT7QN. 11. .B. 6'~PM4V6'!V5t:W ~: ;:;,r. 72:) 77,16' /2$'UA'AC6 t?.F 7H6 COA'67A'L 06V&~A?eh7 Ptffl&l?/7; T#e AJPl,/CA'Ali l'WALl ~/T 1Z) 7,l'le cJ'eC@"/Vc P/Het!.TOI? Fc!R .f?6/4'6W /2'1110 It/HITT& A'1"i"OVh'<'.;, l=..WA'l S/Tc 'O M/210/AIG Pt.h'/11S "9~0Vc0 8Y' ~ C/7Y t?F' C9A'.c6"6?0 W/2'/t:W Ml~Tc THc ~ a-'G ~~/)P,6'~: 1/tt. GJR/210/Al.'.3 ,9CTIV/7Y S.#.&l li ~/8/T@ ~7W$\I a!Ta8a( /5'T l'IA.O ,9,'Jl'/L ,ST 5) O.F n"NY r'Mli; cJ.e A.s 077;5!".\-V, . a //unvv6P ,gy THE Me« o JT Locr/L ~s?-'9£.. A'.AN'. At.L A'A'E,95 £¥6741~ lJY ,:;,wA! W;f; MA'Lt lM .PtA'/VTcO Wl77f/N tbtJ £1,1/YG OF ~ ,W/li'A'L ~4/RM#Ce ANO R?I. ro ocr~ /6/ j,jl/lJI 7cJ/JPM/IRY M ~.NM?"' {!'Al TIie C/4SE i>F .,C,W,1,/1@ ~ 0(,%'/M' Ccw,;?il'.?L 1'/1671/t!JDS. T/16 We OF 6) SMALL FOSSIL REMAINS, SUCH AS /SOLA TED MAMMAL TEETH, IT MAY BE NECESSARY IN CERTAIN INSTANCES, TO SET UP A SCREEN WASHING OPERATION ON THE SITE. • FOSSIL REMAINS COLLECTED OUR/NG Tf/E MONITORING ANO SAL VACE PORTlON OF THE MIT/GA 170N PROGRAM SHALL BE CLEANED, REPAIRED, SOR TEO, ANO CA TALOG£0. PREPARED FOSSILS, ALONG lffTH COPIES OF ALL PERTINENT FIELD NOTES, PHOTOS, AND MAPS, SHALL 8£ DEPOS/TEO {AS A DONATION} IN A SCIENTIFIC INST7Tl./770N WITH PERMANENT PALEONTOLOGICAL COLLEC770NS SUCH AS THE SAN DIEGO NA Tl.lRAL HISTORY MUSEUM. DONA 770N OF THE FOSSILS SHALL BE ACCOMPANIED BY FINANCIAL SUPPORT FOR INIT7Al SPECIMEN STORAGE. • A FINAL SUMMARY REPORT SHALL BE COMPLETED THAT OUTLINES TH£ R£SUL TS OF TH£ MlllGA 710N PROGRAM. THIS REPORT SHALL INCLUDE DISCUSSIONS OF TH£ METHODS USED, STRA l7GRAPHIC SECT70N{S} EXPOSED, FOSSILS COLLECTED, ANO SIGNIFCANCE OF RECOl€RED FOSSILS. GRADING AND DRAINAGE CONRGURAT70N FOR THIS SITE AR£ PAR71ALLY DEPENDENT ON OFF-SITE STORM DRAIN FACl/l7ES. THE PROPOSED STORM DRAIN SXS'TEM IN HIDDEN VALLEY ROAD SHOWN ON DRAWING NO .3.33-2V MUST BE CONSTRUCTED PRIOR TO OR SIMULTANEOUSLY WITH THE GRADING OPERA 770N SHOWN ON THIS PLAN. ALL CRATED CATCH BASINS, BROOKS {OR EQUAL} OR OTHERWISE, SHALL BE INSTALLED WITH ll?Amc RA TED CRATES. TEJ?PM/21.R'Y E.li't?5/0N CO,Vl,f,:Jt Mc~ ~at,' /15 &A'~ MIT~.a-f UTC.h',m S/41m,96'~ .FILT0?60 .Wt. ~Ji'S ~MS MIO SILT Tli'/915, Sh'A'LL 86 7) DURING GRADING, OBSERVA 770NS SHALL 8£ MAD£ BY A QUALIFIED HAZARDOUS MATERIALS TV THIS PAIR AR£ PROPOSED. IF THROUGH RNAL DESIGN OF THE CITY PROPOSED COI.F COURSE IT IS DETER/I/NED THAT THIS GNATCATCHER PAIR IN NOT TAKEN, 10} OURING SITE OEVElOPMENT, SOILS CONTAMINATED Hill/ PDROLEUM H)1)ROCARBONS SHALL BE Ul71GATEO TECHN!(l(JES SHALL INCLUDE: THE FOLLOIMNC M!T7CAT!ON MEASURE FOR,NOISE IMPACTS SHALL BE IMPLEM£NTED • It) • I QI • WRING Tf/E GNA TCA Tl:HER BR££0/N(, SEAS/ON {FEBRUARY 15 THROUGH AUGUST 15}, NOISE LEBELS Ol/RINC GRADING SHALL NOT EXCEED 65 DECIBELS, AVERAGm OV£R A ONE-HOUR PERIOD ON AN A-W£/GHTEO DECIBEL {OBA}, MEASURED AT THE EOG£ OF D£SIGN COASTAL SAGE SCRUB HAB/TA T THAT IS OCCUP/£0 BY THE; COASTAL CALIFORNIA GNATCATCHER. GRAD/NC COULD IN INITIATED IN AREAS ADJACENT TO OCCUPIED GNATCATCHER HABITAT PRIOR m AUGUST 15 IF THE PAIR HAS SVCCESSFULL Y Flf{)(;£[) YO/ING AND THE FUfXlLINGS ARE AT LEAST THREE lff£KS OUT OF THE NEST. GRADING IMLL 8£ AllOltEO ADJACENT m HABITAT OCCUP/EO BY UNPAIHEO IND/llfOUAl BIRDS GA TE POST, 6" SlV 'PE O 18.97 #/FT 5/16·-i-·-5/16" lt4t 6 7/8.,, 1/2" • PLACE THE AFFECTED SOIL BENEATH A PROPOSED ROAD/PARKING AREA AS A BASE MATER/Al: • RECYCLE THE AFFECTED SOIL: OR • BIO REUEOIA TE THE AFFECTED SCKL ON SITE 11) A REPORT DOCUM£N77NG RESULTS OF ANY FIJTl/RE TEST7NG SHALL BE PREPARED. THIS REPORT SHALL /NO/CA TE THE MEASURES TAKEN TO MITlGATE CONTAMINA770N AS APPROPRIATE. THE REPORT SHALL BE SUBMITTED m TH£ CITY OF CARLSBAD ENCIN££RINC DEPARTMENT. COMPLIANCE HfTH THESE MEASURES SHALL 8£ APPROVED BY Tf/E CITY OF CARLSBAD IN CONJI/NCT70N 111TH THE R£1.4EW AND APPROVAL BY THE SAN OIEGO COUNTY DEPARTMENT OF HEAL TH SER'JCES ANO THE REGIONAL WA T£R (l(JALITY ,CONTROL BOARD AS APPLICABLE 4 7/16" RADIUS CENTER POST 2 1/2• STD PIPE O 5. 79 #/FT 3 3/8" RADIUS l-1/2" 4 4 DETAIL NOT TO SCALE 4 J .,,.. 2 1/2" DIA If. 1/2"X4 3/4"X4 3/4" 1/2" SLEEVES FABRICATED FROM 9/16" PLATE X 4• M/JF ROLLED TO FIT RETAINING RING © _N __ O __ T_7i __ O_S_C_:.4_LE----, -£ .. If. 1/2"x4 .3/4"x4 {TYP) ' t•-r---+- ...., (:>ll+--t+ "' .._-I-_ -2 1/2•,i P/Pf I I I I " I . I I I I .. 1'-0' .I PIP£ SUPPORT NOT TO SCALE 1/4" fl. NOT IJStO ---'D,"'"''£;;;..;T,..;..::'1=IL'----®D NOT TO SCALE O' ___ ? .... 0 ' ~ I -Q:, .. • I It) . .. . GA TE POST, 6" SlV PIP£ 0 18.97 #/FT 3 1/2" DIA PIP£ • ~ .. -~ ... . . . • . ~ B'-0" 15•-o· NOTES 1. ALL STEEL PIPE SHALL 8£ GAL VAN/ZED 2. TOUCH UP FIELD WELDS WITH LPS-COLD GALVANIZE .3. GA TE POST TO BE CONCRETE FILLED 4. ALL WELDS: SIZE SHALL BE 3/16" USE E70 RODS PIP£ GA TE DETAIL NOT TO SCALE CENTER POST NOT TO SCALE CEN POST APPL Y WA TERPROOF CREASE BETWEEN PIPE {TYP) --, 2 1/2" 7V PIPE 0RETAIN/NG RING 0 5.79 T -~~. B'-0" ~-I · .. . . . . • • . . . · ... "AS BUILT" (µ-fe-~ . ~(7.$1. EXP. ll.-~-oo - 2.-4-9!} DATE .:,.,.:,,y.. 1 l DATE 24} BRUSH SHALL BE REMOl€D ONLY WITHIN THE AREA TO BE CRAOEO. NO TREES ARE TO 8£ REMOVED UNLESS SPEC!FICALLYNOTED ON THE PLAN. 25} ALL AREAS SHALL BE GRADED TO DRAIN.GRADING R£SULT7NG IN WATER IS NOT PERMITTED. All EARTHEN SWALES AND DITCHES MINIMUM ONE PERCENT SLOPE. THE PONDING OF SHALL HAVE A t/Tlt./Z£P ,W Ct?H.k1/#CJ7tW /IYITII U#7IAl&6 TO ,WAI/Md.i ::VIL lLJ56 FA'oM T/16 6'A'..?~ ,M'.6'.QS. 5910 .,q,,s,,-117p &ALL BE ,9CC01?~ t.f,V.06f' 711~ 54-'PMV~ tJF /21 Cl~ t,,'l#PSCA'P6 /1/?o 'IIITcCT, 51/,9tL ,qj'tlV~ ME4'UA'Tc COVb?/21:36 WITH,W ~ PA'Y6 ,9,W Sh'ALt. r.!Ze 1/G'G&m'T..a,\/ CVf M'VCOLWRAl ~ l,V SPECIALIST FOR AREAS OF POSSIBLE CONTAMINA 770N SUCH AS THE PRESENCE OF UNOERGROUNO't---t------+- FACILITIES, BURIED DEBRIS, STAINED SOILS, WASTE DRUMS, AND TANKS OR ODOROUS SOILS. 1---t------+- SHOULD SUCH MATERIALS 8£ ENCOUNTERED, FUR71-IER INVES71GA TION AND ANAL Y.S'IS SHALL t---t------+-- 8£ REQUIRED TO ID£N71FY 71-1£ SIGNIFICANCE OF THE POTENT7ALL Y CON TAM/NA TED AREA. ---------+--+--+------,---I I SH2EET I CITY OF CARLSBAD ENGINEERING DEPARTMENT ~G:::R::A:::D:::IN~G'..::::P:::L=AN:::S~F~O::::R::: :::::::::::::::::::::::::::::::::::::::::::::::::==:::=~~~"'/~ LOTS 18 and 19 of CT 94-09 CARLSBAD RANCH/LEGOLAND CARLSBAD 26) 27} PE=v'G.VATcO M'RIC4't.71.t'i'/?l l!R, ~~T Tt? 81:=CL/li'l/6' a'REC72W ~nt:>Vr9L THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL C. PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROl€D BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. ALL SLOPES SHALL BE 11?/MMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SEC710N. TH£ SITE SHALL BE LEFT IN A NEAT AND OROERL Y CONDIT70N. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROl€D OF BY THE CITY ENGINEER. Construction contractor agrees thot in accordance ,lth generally accepted construction practices construction contractor will be required toi assume sole and complete responsibility for job site conditions durinq the course of constructioJh of the project including safety of o!I persons and property that this requirement shall be made tf> apply continuously and not be limited to normal working hours and construction contractor f~rther agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project excepting liabil!ty arising from the sole negligence of design professional. California Council of Civil Engineers & Land Surveyors SOIL REMEDIATION MEASUffcS TO ADDRESS ANY POTENT!ALL Y CONTAMINATED AREAS SHALL BE IMPLEMENTED BASED ON TH£ RECOMMENDA l70NS OF TH£ HAZARDOUS MATERIALS SPECIALIST EN<.NEER OF WORK' REVISION DESCRIPTION OTHER APPROVAL GRADING NOTES AND DETAILS PROJECT NO. DRAWING NO. CITY APPROVAL CT 94-09-03 333-2Y ..... ____________________________________________ ,.. _____________________ __ '-' s 0 <') 0 (l_ '-' a: / "' "' ~ 0 / 0 0 / "' ., -0 "' ,,, / C ± f-<C Q. w z 0 z w " ;:: "' f- Q. ,__ Ol ' 0 N ' N 0 w f- <C Cl ci • I, VARIES DAYLIGHT TO EXIST GROUND • Ill, LOT 17 PROPOSED 42' TRAIL ANO WATER EASEMENT 2% LOT 18 (LEGOLANO) 24' 14' <·; #-4--1-2% NOT TO <i. GENERAL U77LYTY EASEMENT - 24' FOR CON77NUA 770N SEE LEGOLANO INNER PARK GRADING 6:1 2% ----I FUTURE 0.75' /fAVEMENT SEC770N {UNDERCUT GR~DES SHOWN ON PLANS) VARIES W'LY ff. .1 3' 2' 20' VARIES V A/TUR£ EDGE OF LAGOON ·7 .S.·, I SECTION NOT TO SCALE -------32' ---------t ------27' -------, 3' FILTER FABRIC ENVELOPE (MIRAFI 140N OR APPROVED EQUIVALENT CUTI.ET PIPES 4•-NONPERFORATED PPE 100' t.tAX. O.C. HORIZONTALLY JO' MAX. O.C. \'ERTICALL Y SEE T-CONNECTION DETAIL 4"0 0 l PERFORATED :..i_ PIPE -5% MINT 4" MIN BEDDING SEE SUBDRAIN TRENCH DETAIL. LOWEST SUBDRAIN SHOULD BE S3RJA1ED AS LOW AS POSSIBLE TO ALLOW SUITABLE OUn.ET. NON-PERFORA 1ED OUTLET PIPE --- T -CQN NEC Tl QN DETAIL • IF CAL TRANS CLASS 2 PERMEABLE MATERIAL IS USED IN PLACE OF 3/4"- 1-1/2" GRAVEL, FILTER FABRIC MAY BE DELETED. SPECIFICATIONS FOR CAL TRANS CLASS 2 PERMEABLE MATERIAL U.S. STANDARD SIEVE SIZE 1· % PASSING 100 90-100 40-100 25-40 18-33 '-----EXISTING GROUND SURFACE BENCHING 6"MIN. 3/4"-1 1/2"CLEAN GRAVEL {9ft3/ft.MIN.) ~--6"0 MIN. ---•IF CAL TRANS CLASS 2 PERMEABLE PERFORATED MATERIAL IS USED IN PLACE OF PIPE 3/4"-1 1/2" GRAVEL, FILTER FABRIC MAY BE DELETED DETAIL OF CANYON SUBDRAIN TERMINAL DESIGN FINISH GRADE -SUB DRAIN -----_-_-_-_-_-_-_-_-_ TRENCH _-:=-=~-coMPAClfo\, SEE ABOVE _ ----= -------=-=-=-~FILL'~-=-~----__ ~-=~~~~i~~~ ~~~~~=-~-=:~-~-::t=o: {~: :0 : / : 0 : SPECIFICATIONS FOR CAL TRANS CLASS 2 PERMEABLE MA TERI AL U.S. Standard Sieve Size 1· % Passing 100 90-100 40-100 25-40 18-33 24' 24' TYPE G-2 CLl 'B w~ t ~ ~w~-1~- /4 ELEVA 770N OR CONTOUR ON PLAN ELEVA 770N OR 2 CONTOUR ON -------'~--------..;;::::J!. '% PLAN ~ ~~ SUBDRAIN IN TRENCH DETAIL NOTES: 3/4" 3/8" No.4 No.8 No.30 No.50 No.200 5-15 0-7 0-3 Sand Equivalent>75 1 1 15' MIN. ~'MINj PERFORATED 6"0 MIN. PIPE NONPERFORATED 6"0 MIN. 3/4" 3/8" No. 4 No. 8 No. 30 No. 50 No. 200 5-15 0-7 0-3 Sand Equivalent>75 LEGOLAND \ i,Af<•;,.------...; "f.;-,t,.<'; THEME PARK I 7,: "'----'~~~2.f.~~~--:=-:::-: ... =:2~%~{--::--=-=:t-::::::::-:::::=~2.~~~ ... :=;;::::::i,.~ -------1FUTUR£ O~~:::E~~- SECllON {UNDERCUT GRADES SHOWN ON PLANS) TYPICAL SECTION -LEGO OR/VE {PUBLIC -LOOKING SOUTH) STA 17+72.47 TO STA 32+33.8S £'LY I! NOT TO SCALE SIDEWALK TO MEANDER W'LY I: (j_ PER LANDSCAPE PLANS \ If: LOT 18 28' 34' I (LEGOLA!fD) B' 20' :I: 20' \ 14' :. I'~;·: I I. 40' I VARIES: 1 · ... I \-2-~-.... , I I ,VARIES E'LY fl. I 10· 1 \..-----------ttf,,,------------;,__,~------~-:.::=~-~::i \_ ELEVA 770N SHOWN ON PLANS (FOR FULL PUBLIC IMPROVEMENTS, SEE OWG No. 333-2V} TYPICAL SECTION -HIDDEN VALLEY ROAD (PUBLIC) STA 36+93.S3 TO STA 44+34.14 NOT TO SCALE <l. I 84' 32' I 32' 10' W'LY fl. I .,;t----==2~'%~=,'------------------tr I. 64 • ----------------,--;=5.=5=• ,-,---, 9' 33' ELEVA 770N SHOWN ON PLANS (FOR FULL PUBLIC IMPROV£MENT5, SEE OWG No. 333-2V) TYPICAL SECTION -HIDDEN VALLEY ROAD (PUBLIC) STA 49+18.11 TO INTERSECT/ON PALOMAR AIRPORT ROAD NOT TO SCALE LOT 18 (LEGOLAND} SECTION NOT TO SCALE 2' MEL PER PLAN SECTION NOT TO SCALE -l I-1.33' ~ 2 I I El PER PLAN ·o ID _.-,--2-=------'?.<,,,~ '11 --1 ____ _:,,.-<,.,v<,;. ~~ <?_'v SECTION NOT TO SCALE For buttress dimensions, see geotechnical report/plans, Actual dimensions of buttress and subdraln may be changed by the geotechnical consultant based on field conditions. SUBDRAIN INSTALLA TION-Subdrain pipe should be installed with perforations down 06 depicted. At locations recommended by the geotechnical consultant, nonperforated pipe should be installed. SUBDRAIN TYPE-Subdroin type should be Acrylon trile Butadiene Styrene (A.B.S.), Polyvinyl Chloride (PVC) or approved equivolent. Closs 125,SDR 32.5 should be used for maximum fill depth 35 feet. Closs 200, SDR 21 should be used for maximum fill depths of 100 feet. STABILITY ALL/BUTTRESS DETAIL FILL SLOPE NOT TO SCALE PROJECT 1 TO 1 LINE FROM TOE or SLOPE TO COI.IPETEN T MA TERI AL -------COMPACTED -----=-==-=-=-=-=-=-=-=Fl~~::-:-.=;i --=-=-=-=-=-=-=-=---~=c.::-:=---;;..~~ Subdrain will be constructed only on competent material as evaluated by the geotechnical field representative. Horizontal and vertical location of subdrains 06 determined in the field by geotechnical field representative. SUBDRAIN INSTALLATION Subdroin pipe should be installed with perforations down as depicted. At locations recommended by the geotechnical consultant, nonperforated pipe should be Installed. SUBDRAIN TYPE -Subdroin type should be Acr)'lonitrile Butadiene Styrene (A.B.S.), Polyvinyl Chloride (PVC) or approved equivalent. Class 125, SDR 32.5 should be used for maximum fill depths of 35 feet. Closs 200, SOR 21 should be used for maximum fill depths of 100 feet. CANYON SUBQRAIN DETAILS NOT TO SCALE CUT SLOPE EXISTING GROUND SURFACE CUT-OVER-FILL SLOPE (TO BE EXCAVATED PRIOR TO FILL PLACEMENT) FILL-OVER-CUT SLOPE m DESIGNED: BENCH REMOVE UNSUITABLE MATERIAL \ __,,, __ REMOVE UNSUITABLE MATERIAL NOTE: Bock drain may be recommended by the geotechnical consultant based on actual field conditions encountered. Bench dimension recommendations may also be altered based on field conditions encountered. KEY AND BENCHING DETAILS NOT TO SCALE OETAIL/SEC770N IND/CA TOR-II AS BUILT" lB\ _;., $' C: REFERENCES SHEET# ON WHICH-~'-REFERENCES SHEET# ON .~ ... .. ,, ....,J:; ? 2--Q,-':J!I / ------- DETA!L/S£C770N IS CALLEO OUT WHICH 0£TA!l/SEC770N APPEARS RCE 3 ' ;,.s,. EXP. / 2.-.>1~00 Df,TE B/.1.BBLE. EJJPL~NA 'fl().N REVIE'w'ED ~ • ' (]_ , / ,;, , .,1. ..... -"' ? IN.816ECTDR -DATE ,, I $1,~ET I 'CITY OF CARLSBAD SHt.t. 1:, • -------ENGINEERING DEPARTMENT 47) ----- GRADING PLANS FOR: ill LOTS 18 and 19 of CT 94-09 ---- --· -CARLSBAD RANCH/LEGOLAND CARLSBAD TYPICAL SECTl(jNS AND DETAILS ----N.._ NOL TE and ASSOCIATES JRH/NLS DRAWN: a. Engineers / Planners / Surveyors LB APPRO~--"'-§v.h~ ~-z,~n -_.__ • V .,. CITY ENGINEER' PE EXPIRES DATE 6469 KEARIIY YILLA RD.,SLTI'E 305, SA}I' DIEGO, CA. 92123 (B1!3) 278-9392 DATE: ENGINEER OF WORK: 2 -Z.4~'11 02/20/97 /I--" ..... -'-----... JOB NO: . , . JAMES R. HETTINGER R.C.E. --= (EXP. 12 31 00) DATE: -· S00335 7-,1'1-97 Pt'-'1/.. I/,\ lofRAx-5' AEV~ 70ea,y,ra,M ~ spP 9(,,-/4 ]="i-_'i1 ~-?1. ,8-11--,, .v7 OWN BY: PROJECT NO. DRAWING NO. DATE INlllAL DATE INITIAL DATE INITIAL CHKD BY:~ CT 94-09-03 333-2Y ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVIJD BY• ./ ::;:L------------------------------------------...;::::..11111& .... ------------------------------------------------------------------------------------------------------------------,. ' ' ./ / (9 I ~ 0 ~ / 0.. / (9 ' a: w :; <( z "' z ji <( a: 0 / 0 0 <( '.:! " g G?f""/ ,, "' "' a 0 Vi ,/ -------2 --·-----... ___ _ w z 0 z ------ " I -- / \ ,_ / //// ., ___ _ __ // __ _ ··--,___~ ------------<d-~ I ' ,,/ STORM DRAIN DA TA TABLE 0 l-o. LINE DEL TA/BEARING RADIUS ! N64'29'50"E 2 08'45'52" 600.00' 4 N64'29'50"E 5 N7378'04"E 6 N64'29'50"E 7 Nl5'.36'.20"E 8 N73'!5'43"E NOTES LENGTH 37.36' 24" PVC 18• PVC 18" PVC 13.28' 283.04' 18" PVC w ,~--~_=:'t:====---,::-- ----- -~==--~~ _ .. --~ _) ~---- /{ ,CJ ../Jj .,JjJ _/ \ \ 5 YELLOW CAUTlON ROPE THROUGHOUT (WIRED TO POSTS) ----... 1.33 LB/FT 1/' POST WITH BURIAL WING 7' LONG POSTS I. ALL LENG SHOWN ARE MEASURED FROM INSIDE FACE OF STRUCTURE TO IN FACE OF STRUCTURE. w I-" 0 0 l-o. 2. FO 'ES LUGGED TO MAIN LINE PIPE LENGTH SHOWN IS FROM MAIN LINE RUNE TO INSIDE FACE OF STRUCTURE --------- -·· 10' oc 10'.:i:: oc RED PLASTlC FLAG STRIPS (TYP) 3 E\4 #12 GA I IHR,t" (SMOOTH) 5' TYP s ANCHO/r AT EACH POST (1TYP) NOT£: FLAGGING M/JST 8£ REGULARLY MAINTAINED HABITAT fROTECTION FENCE DETAIL NOT TO SCALE -/ .I RED FABRIC FLAG (TYP) 225 SQ IN 16"± 48"± ''I \ \~ \ \ \ \ \, • GRAPHIC SCALE O' 10' 20' 30' 45' 60' 90' ------- SCALE.· I • = 30' 120· N~ NOL TE and ASSOCIATES a.. Engineers / Planners / Surveyors 54e9 KEARNY V1W. RD.,surrn 305, SAN DlEGO, CA 9'2123 (61~) 278-l/392 ::NGl~EER OF WORK: a. x. 7L .,, t:-Z..-ec,...9, / JAMES R. HETTINGER R C.E. J1756 4-XP. 12-31~00} DATE; DESIGNED: JRH/REB ORA\.\N: IJATE: 02/21/97 JOB NO: SD0335 ,/ / I ) j I ~ \ I " ' , I I Ii I I i I 1\/ r_) .! J ....,,.. - I I i I I I I I I i I I ,, I\,! l '-I ; I I 1--, __ 1 IT~ - J • -;::.::; ' ~ I I I I I I ' i I I I ::: j t'-,_ ,,'5 i I -"-. i I '"- 1, * \ \ i I I I \ I I -I I I ., ! I ~ I I i I I ' I II AS BUILT" -----f------+--+--+------11 SH4EET I CITY OF CARLSBAD ENGINEERING DEPARTMENT I----+---+-------!===============--""-~~ -------+----,.---+---+-----I GRADING PLANS FOR: LOTS 18 and 19 of CT 94-09 CARLSBAD RANCH/LEGOLAND CARLSBAD OWN BY:-=--- CHKD BY: RC.<L_. RV\ID BY I ..l!!:f2._ PROJECT NO. DRAWING NO. CT 94-09-03 333-2Y I. I • -I I ; -' (!) 3: 0 "' 0 "-(!) a: w ::; <( z / 0 0 <( 0 / 0 0 / (0 "' -0 0 Cl) / z r I-<( a. lJJ z 0 z ~ (J) '- N '-N 0 w I-<( 0 ci l-a. 1 1 I STORM DRAIN DA TA TABLE RADIUS LENGTH REMARKS j 32 77.57' 42" RCP 325.83' 68 87.16' so· RCP WITH INTERNAL ENERGY DISS/PA TORS 70 N10V1'09"W 18" CMP NOTES ; I-I \ 1.. ALL LEi1'THS.,.SHOWN AR81 indsuREa.FR , . . TO INS~ E FAO,C OF STf?t!CTUR£ • .. . II / . '•·-.. I ·,, , f? ,:.-~i.~-~j/_7~~• ---:----"',::::: ··, / ' I ; 1/ , i ) I ,,,,/ /,.../"' / ( (-"-:i / /,,,,.-· \ \ --·-·-- '•, I I~-' 45 --t---+--,,-✓ -------W----~----;---------------w--- ---- r-------·----~-------\ \ ----,--------li'/4'-- - CATV ' \ CTVR~ --- ---. SHEET .. ·---· -·----·-· '· ···----.j --./ ,' --.. \ ~>_/:;/,:; ( ----\/: '/'.c.7</ ,.,/ -..L / \ X ,?/ .. f / \/ r-:J ?';::::'/,is,'~ 7 .I ..J ..._.... ..J ----,1 ~ - ----------------------------- l -1-I--.,,-/'- .----------' 47/ -------------··-- --- x: 6.9/i ------- ------------------------- ----· ---- / / ( ---·----- ----------- / _ .. ------·-·-·-----------·- / / .----- --------- ---·------- _,,,•' \ \ \ \ .. -\.\------ \ \ \ 1. \ \ \ \ j \ \ ' \ ' )\\\\\\ \\\\\\ \ \'.'.'.\. \ \ \ \ ·, \ \ \ \ \ \ \ I I , \ \ I \ \ \ / I , , I, 1 \ '1 · \ i ' / \\\. \\\\\\\ I I \ \ \ I I, ·1· \ \ \ \, \\ \ I \ I \ \ \ \ I ' \ \ \ I I \ ·1. • . ' \ I I I I \ \ \ \ \\ I I \ \ \ \ \ \ I \ I \ I 1 1 \ \ . '\ \ I , \ . \ ' I , \ I \ ' I \ \ ' ,_ ' \ \ \ \ \ \ \ \ \ \ I ' ' \ \ i I \ \ . \ \\ I I '\ \ \ \ \ I \ ~ \ /\ \ / \ / \ _/✓ '\ \, \ '\ \ \ ' \ >( /(){;/ 5 \ \ \ \ ·, . \ \\ \ \ \ \ \ . \ \ \ ' '\ \ \ \ r i ' I .. ------·-----·\ /! \ • I \ \ I \ \ . \~ \ ' I ' ' \ \ \ I \?f \ \ I ' ' ----\ \ • \ \ \ o· 10' 20' 3o' 45' 60' 0 T ~;---- 120' SCALD 1 "= 30' ---_.... .- --;,.---- DATE :J-,illf-'f, DATE ~-:-::.:--::_'.::::::::-1:---=--=--=--=+--=--=--=--=+--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=~~--=--=--=--=+--=--=--=--=+--=--=--=--=~~--=-=---l I SHSEET I i ENGINEERING DEPARTMENT ----j----j--------------+----+----¼--f---------l~====:=':-====~=====:::::::::::==~liiilll~ CITY OF CARLSBAD DESIGNED: -...~ NOL TE and ASSOCIATES r;;;;~=.~c--, '£._e------1 ~ Engineers / Planners / Surveyors 5469 KEARNY VIIU RD.,sum: 306, SAN DIEGO, CA 9212:'l (8HI) 278-9392 "o~A~1E~------j 02/21/97 ENGINEER OF WORK: • z-z4--97 JOB NO: XP. 1?-.1~-00) DATE: SD0335 ENGINEER OF WORK i GRADING PLANS FOR· LOTS 18 and 19 of CT 94-09 CARLSBAD RANCH/LEGOLAND CARLSBAD \ \ \ \ \ ' \ ' ' \ STORM DRAIN DA TA TABLE N7375'43"E N7375'43"E ' ' ';[ 1.?88 \ ~---~ (\ I ' I "--, \ I I I I I I ) I ~ I\ I \ \_ I ;', \" l I ~ " \ ' ' \ I I I ' / J / / _/ _I ; I I _/ ) I I I ,., X /2/}_J PD ,,,,,,~--------> RADIUS \ X /,.?.,?_ 8 LENGTH 211.93' 289.00' 154.05' 154.05' \ \ \ \ \ \ ' ., \_/"'\ \ REMARKS 18" PVC 36" PVC 24" PVC TB" PVC TB" PVC \ .\ ' ' \ ' \ \ ii, -~ \ \ X f.2c'J. 9 ') t//8.J I f \ \\ I n ,) I (\J \ /,;,!-J\ \ I I LJ\ ~ V\ ii/ I ) ;I I \ \ \ ,l \ \ \ \ \ \ \ \ \ X /.~,: '7 NOTES ' \ \ ' t. ALL LENGTHS SHOWN ARE MEASURED FROM IN$IDE FACE OF STRUCTURE TO INSIDE FACE OF STRUCTURE ~-' \ .. , \ \ ',II) \ \ ! \\ \ 11 . 'I \/ \ \/ I \ I ;! IJA \, -:::..~---\ I \ \ --µ__ \ \ \ \\ \ \ \ \~ \ '~- , . '\ I \,r ·\, '1/ \ • 1(•!? \ \. , '~--, \\ \ _( :\t'J ,7 \ \ /,/\\/ ' \ I ,/ ( /\ ~-\ \i ( .,i , I \ \ ~-\ J, \ / ' ' ,./ 10 ,r \ '.,&t/fg/ \ V \ r;; ' \ \ I . \ . /~f'. y '1 \ '12.', \ \ \ X/62c? \' \ \ -~x:~----\~!!.'~--~\! w_ /_.'\ \,~ ;,·.--x /ti' C ~-\\ \ ,\ / \ ' \ !\off YI, I \ \ J \ \ I I . 11 I \ J I \ \ {J,Z \ \ \;1 \ \, <, \ I \ \ ;I. \ \( \ \ ~ I \ I \ '\ ;_/ \ \ f,Vs9 ,.,, i/L,,, \f1 . \ I \ !I \ I \ ¥ ! \ \ \, ' \ 1 X /6(6 \ \ \ I \ ' I \ I ./ \ \ \ ) \ / I I I ' \ \ \ \ I \ J--\-'\--\---::i--r -. \ \ \ ',\\ \ ) ! \ \ I I I I ' I \ \ ' \ \ \ \ I \ ·----~-......_,-, "---.~-- {c:E 317,;G. EXP. /Z ·31 ~•0 ( \ \ \ \ z.-q..-~';l DATE \ \ \ l I I ) .~ ~' I ' \ '· ' .> ' '>,· .;;~ / ., ·-.---" '/ -~-,. --=-----·--: ~ -' ~ I \ •x/ o \ I · ,, " " ~ 0 / 0 0 / "' "' -0 " "' ! • ! ' \ \ ~ \ ± \ , I w z 0 z I.' \ \ I \ ' ! ', I . i I \ I I • II I I I I I I ! ' \ ( \ \ \ ! ' ! \ I I \ \ \ . \ \ ' \, \, \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 't ' \ I \ . I \ \ \ I \ ' ! \ ' I ' I , \ \ \ ' \ \ I \ I \ I I I \ ' \ I . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' '\ \ 6 , 9 , \s L : • = i I 120 J' I I ' \ '\ \ \ \ \ \. ', \ ' \ \ \ \ \ \ \ \ ~ I I ' \ ' ~-- 6 I \ \ I \ \ . I \ i !, I 11J I \ I I; I \ \ \ \ \ \ \ I \ \ \ \ ' \ ' \ \ \ \ . \ ' \ I \ I I ! \ I ' \ I I 114 i I I \ I \ I , I I 1/ I I 64 I \ \ \ I \ \ \ I ...., ~ I I ~ I I~ I I C>:: I f ::ii: ' I \\ \~ I I I I I "' / Sl I I 'I' I I J RC. PER \~ 'RO , 'ENT \NI f3~2V ~ '--~1 .... I ! \ I ! I i I ',),; I <Y'-> ' \--'. /-,, ! \ I// ) I I \ I "&..> \ 1 ! J-,-✓---i--'1_,_,_ ... 1 -'l'----'--"----./-'-1 __ ...__~.....:....,\ V \ II AS BUILT" f\ ~ a. )(..-/~ _z --_q.-5;:J I \ {cE3'7 .1l. EXP, Ii.-~•-•• DATE I ·--. ', I SHBEET I CITY OF CARLSBAD 1----+--+-----------------+------+--+-----+----1 ENGINEERING DEPARTMENT l----+--+-----------------+------+--+-----+----1 1---+--+---------------+-------1--+---+-----I GRADING PLANS FOR: LOTS 18 and 19 of CT 94-09 CARLSBAD RANCH/LEGOLAND CARLSBAD 9 > > :i " 0 L 9 ( , ' ' ' ' , ' ' J \ . \ } • --- I ,, o' 10' ---- ,, .. - ------ \ SCALE: 7"= 30' .- / ----· -------- ---- •... ----~----- - - - -- -2U ~ ✓/ {) ) I I ,:\, '·' - !\ ~)' ~ ' ----- 13 A <\ BULKHEAD_ i ' T TO EXIST STVBOUT •/ \ \ (>· t..,' \ \ ' )c I X ~ 1300 0~ -. --- \ R== """ \ - 34 ./ / ----~, --~,r ' \/ . ..,..., ~ hU ----- -· --,.,,. ., = = \:: ----------------\ \ -/ ) \ ------, ~- STORM DRAIN DA TA TABLE LINE OEL TA/BEARING RAO/US LENGTH REMARKS 9 N60'59'28"E 113.83' 18" PVC ~ 10 ~ _,, N7375'4J"E 225.50' 18" PVC ~ 11 ..._ N39'25'39"E 4.64' 35• RCP _,, ~ 12 3675'05" 45.00' 28.45' 36" RCP i,-13' N75"38'44"E 13.20' 35• RCP I / 14 ~ N75"38'44•E 76.74' 35• PVC 'o\) " / 15' ---_,,, N71"52'18"W 8.00' 30" PVC 16' N76'56'50"E 5.70' 18" PVC '{voTE:s 1. 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TEMPORARY DES!L TING BASIN SEE DETAIL SHEET 24 (TYPICAL),_, -· ,_ .-------.--- I \ I ' /i ~ I! ..;;J:. I/ i , I / ' 'I/ ,, __ JI \ \ I I I ' I ~ I ' \ I I I \ \ \ I UN£ --' -. --· ,'11 ___ ,,, ___ _.. // /") -r r ; l \ / .... '._✓ SEE ----- .,1 I /J ~~SCALE o· 10' 20' JO' 45' SHEET -- ~- / / --x-------------- FIFUTURE GRADES IN TI-IIS AREA SEE DWG No. 333-2U 60' 90' 120· -- --------------- SCALE: I"= 30' JAMES R. HETTINGER R.C.E. 3175 P. 12-31-00) DATE: I '\ ~-======--=-=-~::::~ I I I I I ,----..----,.---------------'-----r----.----,----,.----r- :,o --- "AS BUILT" tt. -Jt. 7/-M, } -;.,. Z..-t-,!I , RCE3l?'A EXP. IZ.-~1-oo DATE REVIEw'ED BY• ~ .,Jy-,, DATE ITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR LOTS 18 and 19 of CT 94-09 CARLSBAD RANCH/LEGOLAND CARLSBAD I -----------'-------' / ( a.'------------------------------------------------~------------------------------------------------------------------------------------------------------------------ w " "' z " z §: "' a: 0 I ,_ "' fl. \ w z 0 z \ \ w :, ,:: 0 ,_ Q. ~ "' '-0 "' \ '-\ "' 0 \ \ \ '· \ \ STORM DRAIN DA TA TABLE' RADIUS LENGTH 359.70' 69.25' 8.00' NOTES 1. ALL LENGTHS SHOWN ARE MEASURED TO INSIDE FACE OF STRUCTURE. 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ALL L£NGTHS SHOfffV AR£ M£AStJR£0 FROM INS/0£ FACE OF STRtJCTUR£ \ j TO INS/0£ FACE OF STRUCTURE. ·J DESIGNED: NLS,/!?£8 I I N~ NOL TE and ASSOCIATES --DRA~: Engineers / Planners / Surveyors • 548& IWDY V1U.l RD.,sum; Di, SAi DIIGO, CA. 92123 (819) 278---9392 DATE: ENGINE~ OF WCR~ 02/20/97 "-)It •. ....;., .. ,. . Z..-Zf...J) 7 JOB NO: -/7 JAMES R. HETTl~GER R.C.E. 317~E)('P_ t:2-31-00) DATE: S00186 -. 120' "AS BUILT" .4-a , RCE 3/7.S,. EXP. /1.-;J/-40 z.-4-99 DATE ,) .,1 y_ .. ~ DATE ~ ITY OF CARISBAD t---t------t------------------+---+---+---+----t ~ ENGINEERING DEPARTMENT ~===-!:=::::::::::=:::::::::::::::::::::::::::::::::::::::::::::::::::=~~~ GRADING PLANS FOR: LOTS 18 and 19 of CT 94-09 CARLSBAD RANCH/LEGOLAND CARLSBAD APPROVED "J-2-t.-'Y? 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I I . : l 1' II t // .j I /, /' I --~--------.... __ -/;/ (, •• I -- ; ' / ,-, F /! I ~ ----// !1 /1 7 sH££T / -----__ ,,.,,-- I ! I , DESIGNED: N ~ NOL TE and ASSOCIATES :~~fREB .. Engineers / Planners / Surveyors i 5469 KEARHY VILLA. RO.,S'UITE 305, SAN DIEGO, CA. 92123 (!119) 2"18-9392 DAlE: ENGINEER OF WORK: 02/20/97 JOB NO: JAMES R P. 12-31-00) DATE: SD0186 -~------~------------------ ?-ltfJf1 r.saeer1~ ll/;';l't,~P lll..21.ii:Y+. DATE INITIAL O.~TE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL .. __ _ ,, 8-//-97 DATE INITIAL CITY APPROVAL , / ------ ----·· --- -- \ \ \ .. --, ,., .. , .... ,, I , \ \ \ ,/ \ / -------------- ·-- --------· 90' 120' .... --._, ______ -,---~---------···----------.. --------~ .-----------------'--""'---, 11 AS BUILT" .+ , ;;l'./4'7t;,, /"RCE3I ~.Tl EXP. IL-,1-•o APPROVED OTY ENGINEER DWN BY: CHKD BY:~ RVWD BY•..!.!.teL__ PROJECT NO. CT 94-09-03 DATE ,} _,,,,,f', DATE 3-U-&n DATE DRAWING NO. 333-2Y ~ ,, .. ,, )/~----_,,,( 11 /11 ./ l "-L----------;,,' .-,;,-;.. _______________________ ;.. ____ ;..-__ ;.· ----------➔-.;.. _____________________________________________________________________________________________________________________________________ _. , ---' /, -'--' GRAPHIC SCALE o· 10· 20' 30• 45' Bo' 90' - -------------- SCALE: t•= 30' I / / , - / / / / / Ir, r ~D INS "ALL RIP-;RAP ENBfGY DISSIPATOR LIGHT CLA~- 10'X10'X2'T PER RSO. D-'¥0-,,,,-- ~---,,, '. '•-,"-"," \ \ ' \ 11 J. --/,, l, t 181 l 90' 120' p~,,,;6;,;;;3=:::"':i-_:_:N::.54:..."4:.:2:.:'2:::3:.:•E:.___j_ __ -!.._ .... _:=,81' 19• RCP -..""'--.---+~-=-_:_:::::_----l ~ ~~ ~ "' 1. ALL LENGTHS SHOWN ARE MEASURED FROM INSIDE "' TO INSIDE FACE OF STRUCTURE OF STRl/CTVRE \ II AS BUILT" "" -H.4 .,_ VRCE31 ::>.J"'lo EXP. q2..-::N ... ~ fSHm7 CITY OF CARLSBAD ~====t===~============================~====~====~====~===~ L..1z:_j ENGINEERING DEPARTMENT . -----+---1---_j_--1 DATE LOTS 18 and 19 of CT 94-09 1------1--+-------------1----1----1f-------+-~ CARLSBAD RANCH/LEGa.AND CARLSBAD . DESIGNED: i ..-~ NOL TE and· ASSOCIATES ::5!R£B -----+-----+--___. _ __,_ _ __. APPROVED ~-~~ l-2.r-'rl ....._ Engineers / Planners / Surveyors ~----l • c1TY ENGINEER Pl11' t'XPtREs DATE 5'89 lWIIIIT ru.< Rll.,som: 30I\ SAN DIIICO, Cl 92123 {819) 2"/S-""2 DATL ~'1,l~f.,~9~1~~~•n~~~•.off'.1T~S/21~.--~E'~T!_l7.~;~&~.'5'-l~ ... ~~----'f. e.~'{}~_8~'Y~S.~.-mrt:T~r;4~q~,~~l'f-'n~LJ~.l.,7l~.=t8~¾~1/-~•'!'271.R7~~ ~~;:;=:::::==::::::::;4~=========::=::===::::: EN!aNEE_R Of WORK, 02 /20 /97 DATE , INITIAL DWN BY: --~~-1 PRO.ECT NO. I DRAWING NO, /2, , /• 1/• DATE INITIAL DATE INITIAL ~ ., JAl.tEs •. "~'" •. c.E. "~c~,;-,,_,,_oo) z.-~-9>? sow35 ~ ENGINEER oF wORK REVISION DESCRIPTION □mm APPR□vAL c1Tv APPROVAL 2~'3'D s;~~ CT 94-09-03 333-2Y w " <( z (!) z ~ <( rr 0 / u u ~ Q / 0 0 / w "' -0 u "' / C :i' I-<( 0. w z 0 z ,- 0> ' 0 "' ' "' 0 w I-<( Q ~ \ ' ' -I: -\ ~~ t--T---\~, ,:----::,- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ( \ \ -c. \ "-''Z. \ ti\ \ \ \ \ \ \ \ \ \ \ ' ' \ \ \ \ \ \ \ \ \ \ \ \ \ \, \ \ \ \ \ \ \ \ \ \ \ \ ' ' I \ \ I I \ \ \ \ \ \ \ \5'/ 4 \ - - ) ; I ,/ >. /8/...5 \ \ \ \ \ X ff// .. } \ \ \ \ \ \ \ \ .< l!:?c} 7 \ \ \ \ \ \ \ \ ,\ / 18/ ,~ \ X / L [', \ ' ' \ /7:JC \ ' ' \ '\ i \ \ \ \ ~ \, \ \ \ \ \ i \ \ ' \ ' \ \ ' \ \ " \\ ,\ \ \' I , \ \ \ \\ \, 'I I I \ ', ,, \ \, \ \\ \ \ \ \ \ \ (t) 7_) ._:_/\ i \ \ \ ' \ \ \, ., ' \ \1j ~ \ ' I / \ ' -.._,..-,' \ \\ \ \ \\ " \ \ ' \ I, i ' \ \~ ~ i I\ I " '"' 1 \ I \ I I I 1 ' ' ·' \ \ ' ,., ' \, \ \ \ \ \ \ \ \ \ I I ' I \ I \ \ I \\ -----\ ----- \ \, t '\\ \ ' \ \ \ \, \ ' I (', ,, \ \ ", \ i \' \'r \ \ i I \ r \ \ , ' ' \ \ \ \ \ \ \ I\ I 1: \·'·, \\ \\ \ \ \ "\ I -::,,, \ \, "I\ <::S), \ ' \\ \ 'v , , 1\ \ \ ,, \ \\ ' Y, \_ 17,' \\ ,,,,,, \\ I 1\ \ \ \ \,. \ · ' 7,-'7 ' ,><. //,.).(./ \ \ \ ✓ 17.'IC • \ \ • \ x/7l!.!J \ \ \ \, \ \ \ \ ' \ \ \ \ \ \ ,, \ \ \ \ \ \ \ \ I I \ I \ \ \ \ \ \ \ \ \ \ \ \ ' I I ~ \ 1/ I \, ___ , \ \ I \ \ I ,, ' \ \ \ \ i \ ' \ \ \ \ i \ \ I, • \ \ \ \ \ ' \ \ \ \ \ \ \ ' \ \ \ \ \ ' \ \ \ \ 1"= 30' "AS \ \ \ \ \ ' \ ' ' \ \ \ I \ \ \ \, 1Z.->I ◄o EXP, ___ _ \ I \ I \ • \ \ \ _:_----- \ I Z-4-,, DATE fSHm7 CITY OF CARLSBAD ~ 1------t---+----------------+------+---+---1-----1 :::L!U=::::::· =:::..=:=:::E:::::NG::::I:::N:::EE::R::::I:::::N:::G::::D::E:::P:::AR:::::T:::M:=E:::N:=T==:'..:~~4-!!!!_~· ~ DA TE i INlllAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DE SCRIP TlON OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: . LOTS 18 and 19 of CT 94-09 CARLSBAD RANCH/1..EGOLAND CARLSBAD APPROVED OWN BY: CHKD BY:~ RVIJD BY,~ PROJECT NO. CT 94-09-03 1-21,-e,7 DATE DRAWING NO. 333-2Y 0.-------------------------------------------------'""'----------------------------------------------------------------------------------------------------------------- -CL C, a: w ::, < z "' z ~ <( 0: 0 / " " ., 0 / 0 0 / "' ~ 0 -0 "' / c :i' >-< Q. w z 0 z r-- Q) ' 0 N ' N 0 Iii >-;§ ci >- • \ ,, \ I I I --- ------ --·---.. 11-- ~--~ ~II --------, ' ---~~ ' BROW DITCH PER /'/ ~ -~ SDRSD D-75 TYPE B ✓J j -------1-} £-)/_( - GRAPHIC SCALE O' 10' 20' JO' 45' 60' 90' 120' ---------------- SCALE: 1"= JO' DESIGNED: REB DRA'M-l: \ \ \ \ \ N ~ NOL TE and ASSOCIATES a.. Engineers / Planners / Surveyors 5489 KEARHY \'ILlA RD.,sum:: 3)5, SAN DIEGO, CA 92123 (619) 278-9392 r.cDccATC=-c.:-----l CNGINCER OF WORK, 02/20/9 7 ;,e. _ ,...Zti--4' JOB N<>. 2-31-00) DATE, S00335 \ \\ \ ' \ \ \ ' -~ \ \ ------- 7-,,µj) \ \ w . DATE/ INITIAL ENGINEER OF WORK ! I ! ! I I , I I I I I / / -\I / _,, /, I , I , D / I ; I ; 0/ / / / I ' j / , ' /., I I } ' I I I i IA ~J?a/5 ~/51a¥.> f"OCoNFORM 1i:> Sl?P 9,b-/4- REVISION DESCRIPTION I I I / I 7• .a I DATE ' j)?1 INITIAL LJ I HER APPROVAL ---- 1-#~J P.7 DATE INITIAL ...... CITY APPROVAL \ I "AS BUILT" fo --~-¥#: ),-z -t-,, 0 RCE 3 l?S\. EXP, LZ-3 t-•o DATE REVI~\,/E~, (...._ / ,,1.,ty-~, , lf'WPECTOR' DATE ~ -crTY OF CARLSBAD S' ' ENGINEERING DEPARTMENT "47 • 9 GRADING PLANS FOR: -ill LOTS 18 and 19 of CT 94-09 1 CARLSBAD RANCH/LEGOLAND CARLSBAD APPROVED '(?! 'I'~ ~ 'J4~ l-U-'77 -CITY ENGINEER pi:-EXPIRES DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY:~ CT 94-09-03 333-2Y RV'w'D BY• "-------------------------------------------------------------------------------' N il. ~ ~ < a; 0 / " § = ~§ 0 ,,. 0 0 ,,. "' ~ 0 " ., / c :i' f-< 0. wll z 0 z ,._ .,. 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IIINPECT□R DATE fsi=iffil -CITY OF CARLSBAD ~~ 5 L_gQ_j ENGINEERING DEPARTMENT ~4: I I GRADING PLANS FOR: · LOTS 18 AND 19 of CT 94-09 CARLSBAD RANCH/LEGOLANO CARLSBAD = ~ ~ ~ ~ STORM DRAIN PROFILES ~ ~ ~ * ~ · ~ NOL TE and ASSOCIATES :~:·, · APPRovto 1~ ~ , ,,_-_ J ~ 0 '.~ =JII ~ ~ ~ ~ =m ~ ~ ;s. ,~~ .,,~!'~. {, ~~:~ :!. 7, . .,, • : .17~~.t:r ~n.' -~c;;,;::.()./l'Y~ .. _ , , GO 7_,. 1,,. . /J,✓t'??r . .'::'/ CITY ENGINEER EXPIRES·• ;;;;;;;t ENGIN~R OF WORK, 02/20/97 DATI: r INl11AL DWN BY: ··~~-1 PROJECT NO. DRAWING NO. A . .A -->.L ----,, -, -.11 _a. 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[. --:--.. .. .. .. . .. . ... .. .. ---.. -. --.... ,., ----- .. ·· .. ····.~ ... .. . ..... ----..... . ... -~ 10+00 --- . -- i------ ------. -- ----- .... . ... C. 11+00 ..... .. .. . . .. .. -----... -... . .... . ~ . .. ~--=±~.:. --- -.. --+-·----"t- --~ ~ ... ,_ II - - --- ~ .. =-- --·-- •• .j ••• --·--------··- --. , ___ 1._ __ ---=· -- . . --8------... • -.. -- ----------... . .... . .. ------ -.. ... 12+00 13+00 14+00 • .. . -. .. . .. . .. .. . .. . .... -----I--- - ------·--· -....... . -. ·-.. -+ •. .... . ..... . -- ... I ----- .. ff ... .. .··---.. .. . --.. ... --·-_ _,e: ___ ' .--■ . ---t-· ---. -- --··--_ --·-· --... --.. . .. .. . ..... .. ,. -. .. ---------- --.: . -_-_-::-. . ··---- . ----- N ~ NOL TE and ASSOCIATES ._ Engineers / Planners / Surveyors A 0 - 546tl KEARNY VILIA RD.,S!JITE 305, SAN DIEGO, CA 92123 (6t9) 276 9392 ENGINEER OF WORK: -:¥. £. - JAMES R. HETTINGER R.C.E. 3175~P. 12-31 00) DATE: ., -:::--- - .. . .... . -- --•-= ··-= DESIGNED: REB cJRA~: LB OAlE· 02/20/97 JUB NU; SD0.335 ' . . . . .. .. " . . - ,: --- ----- -~ --··-.. , ... ' .. . . .~ . ------. - .. ~··· - --Ill ' . -... . . --. --~- ~- =lit Ii ·····~ -i!············· ~ . _. __ ._ ·-·-----------.. . ..... . .. .. . . . .. ~ ------. . .... . ·- - . - --- --- ~~ . . ... ..... ... -... ----- . • . .. . .. .. --::-. ---,-----. ..... ----' ..... . ... --,j .. ... . .... .. .... . ' ·- --------- - -----.. .. .. . . .. .. .. .. . = ..... , ---- -· .. .. . .. -· .. . ---~----1----- ... . .. ----- . - 7 .... "-I..,,, fi'!;"- DA TE !N!TIAL 7-/1/-'r: Jl ?7 DATE INITIAL -- ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ---- -----·-----. . ,_. . . - ---+--+---- ' ·--= ... .. 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" . ---- ----------~- ······••· •... -.. ~ ... ···~-·· . ' ' ' . . ~ ... 'E ----- - ------· -- --------1--- -------'I..... ··- ---,---t. ----.. .·-·•· ------------ - - - ·-I . .. ---------. -- --- --------····· l-· -• 'r· I I ------· -1---·--al---------1 -------.----~-----------➔----~- ----.... '"" '"" --r ---------t-------+-------·--t-- ---i·· . --·~· ...... ·---··· "-""" _" ____ ---· --· . ffl · - - -f - -• • I··· --- .... --····- ---. .. . ------ - -.. --' . ---- --------"' t-----------·r··-- --. . ---[·. . -- . ---. --I------- ' -- ------- ,.. _ _, -----... ----I· ·II'·-- -------·····-. ' . . ------- ---. .. ----. ···- ~ ---------..... --------. -----.. -. ------ . '"""' --- --- ------ - ·-·· --I-·· -- --r---- = -----.--- 1,-----· -----· --...... NOL TE and ASSOCIATES !!. ~ Engineers / Planners / Surveyors LB ~ 5469 IWRtiT 'fflLA Rll,SUITJ.: 306, SAN Dll:00, CA. 92123 (819) 278-9392 DATE: W ~ ~ . ENGfNEER OF WORK, 02/20/97 ~ /1 ,Jf. . -.L. ;;;,,:, 2--~ 9--9' ';, JOB NO, ------ ----- ... ---- - DA<!: INITIAL ENGINEER OF WORK REVISION DESCRIPTION ---, ~ ... ---·· ·-~~ ., .. -------!5--· . ------ - ------- - -.. -.. ---------. --! . . ··········~··· --··t·. --- -- ' ---. t. --- ----· ..... ------... . . ·-----.. . ··- - --- -------· .... -------· .... -f··· ..... -·----· -----. ------ ·-------. "AS BUILT" /L JL. _ _,_ .1 .. RCE 317.sl. EXP, u/.l-3l-•o REVIE\JE~ ~ ~ -_L v', l~ECT□R' z.-4-::•~ DATE CITY OF CARLSBAD S ·.r.. tl 4-7 ENGINEERING DEPARTMENT GRADING PLANS FOR: ill LOTS 18 and 19 of CT 94-09 CARLSBAD RANCH/1.EGOLANO CARLSBAD STORM DRAIN PROFILES APPRO' r,¼ ~ ;:_''1 I ~JU-J-u..qz CITY ENGINEER NE EXPIRES DA TE 7•{</-'17 J!.21._ ~:.1/.?J_I ~ OWN BY: ~~-PROJECT NO. DRAWING NO. DATE INITIAL DATE.J~~ITI_A_l:._ CRHVK\JDD BBYY: ,~f:... CT. 94 09 03 333 2Y OTHER APPROVAL CITY APPROVAL 0 , JAMES R. HE~NGER R.C.E. 3Jilll!, U:..il:P. 12--31-00) DATE: SD0335 ~L--------------------------------------+-' ________________________ ;_ _____________________________________________________________________ ., 1 I , ~·~ .. ····•······ • ~······· .. · ... -· '' .. , .. ''' •... ' ~ ~ ---.. ' ' '' -------, N .. !i ········ g~ ----- ---.. ' ' ' '' '''' ' ' '., '' ' ''' ''' -,. ---... - '"'"" ·-- i q -------" "" '' w "' < z "' z ~ < er: a / " " .. " / 0 0 / "' ., ~ 0 0 .. / c r ,- <( a. w z 0 z ... "' ' 0 "' ' "' 0 w ,- < D cj ''' ,,,. -,_ '' '' '' .... t· --- ' .... -- -. I-.-.. • I--• -'' '' ''' '' '' . -. _-- ''' --__ , __ .. ''''''' ------ ---. -------<----· ---· ------· ---. -. ----- ---e---- '' '' ,,. "" -I---- . --!-- -----1-- ···- ,, '' ' -' '''' . . ------------. ' '''' -' ' ' --''''' ~ ~ -~ -' ''' ---- ---------- .,, --- SI ... -·~ . . . -----_, t··· --f-·• ..... -- ' ' '' ------i -----.. ---- '' ,,, '' ' ,,. ..... - --------. ----- '' - ----;--- '' -------'" ''' -' ' ' ' --·I·· ------------------'' '''' '''' . -------" -''''' = '' '' ,,., ' .. --. -'' ------ '' ,, ----,. '" -... , -----. Fr - -------+····· ---r--· --- ------ -~ ''' - ,., ''' '' ----· - ''' ,,. ~ ' ,,'' ',., . -· ------- ------ ' ----- ., .... , .. ,, i • ~ '''' '' ~ ~ ~ '' ~ --'' --,---- ' ''''' ' '' --''''' ''' ------_--~ II II~-.. ,,, .= 6 ~ .· ...... ' '!iii iii.,,,,,, -~ ~ Ii ~ ~ ---· --. -... --- .... ----""" ''' ' ' - ' -.. --" ----I ... --; --- '''' _-----~ ' '' ''' '' - ----. --.. ----- - +-------1---• " ----,--··--· ,,,, ~ ~ ,., ' ''' - -.... -- ~ ---.... - ' ··~ 'IA ,,,, __ ~ ' ''' ' ----- ---. ' ' ------------------ ---r-------• ••····· ''''' DESIGNED: N ltir. NOL TE and ASSOCIATES :~!. a.. Engineers / Pla1V1ers / Surveyors ----- •-••---E '''' .. ~ - ------II ' •. ,,,,,,, ~~ --I--- ' ' -----' ''''''' -' ' ---- '''' '''' ----I ... • l----- ---- -I-----I-----• --.. 5469 KEARMY VJIU Ril.,SlJIT[ 305, SAN DIEGO, CA 92123 (619) Z78-~ DH£: EN<aNEER OF wo,K, 02/20/9 7 7-14-,-, 'f\ONIITSl/8!7" 2.3; ROt./lCeD8Y .S.',IKT .3, i-i-t·'l"I J1 n ...----------------DA TE "'IN\11AL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ------........... ...---·t--.... H P£R PROF7L£ / /; ,," .// '" rt, I \'\ /'I . ,\ l ' '\ ~ I \ I \ I I ~ I 'J/ "~~ ;_,~/ 1/2" R -... -,... {T'rP} --1 1. 6 1/4" DRAINAGE NOTCH 1. CONTACT THE GOVERNMENT AGENCY PRIOR TO MANUFACTURE FOR R£COAIAl£ND£D CONCRETE MIX AND TEST PROCEDURE 2. CONCR£T£ RINGS SHALL 8£ OF 5000PS/ 3. THE RINGS SHALL 8£ PR£CAST MTH STANDARD TONGUE AND GROOVE AS SHOlflN 4. DRAINAGE NOTCH OF PRECAST S£CT10NS SHALL 8£ PLACED ON TH£ PIPE INVERT AND CENTERED ON THE PIP£ CENTERLINE 5. All R£/NFORC!NG STEEL SHALL HA VE TH£ SAAi£ CONCRETE COVER AS THAT OF TH£ ADJOINING PIP£ SECTlON 6. CONSTRUCT PRECAST CONCRETE PIPE PER S£CT10N 207-2 OF TH£ STANDARD SPECIF/CATIONS FOR PUBLIC l+ORKS CONSll?UCTION 7. MINIMUM STRENGTH FOR THE PRECAST PIPE S£CT10N SHALL BE EQUIVALENT TO AOJOfNING CONCRETE PIPE SHOlflN ON TH£ OENERAL PLAN 8. JOINTS BETWEEN TH£ RINGS ANO ADJACENT PIP£ S£CT10NS SHALL 8£ SEALED MTH HENRY'S PLASTIC C£Al£NT p08 ASTAI O 2822 OR APPROVED EQUIVALENT BY DESIGN ENGINEER ~-l/-'17 ~ DATE INITIAL CITY APPROVAL INTERNAL £N£RGY DISS/PA TOR_ NOT TO SCALE HAS BUIL TH r ,-t.-~ z.-q-!!1!, RCE.112.n. EXP. 1L-3 i-eo DATE REVI~ED B;,, , . --'-:;-,c.,A.__ .?-,,,It/-,, INzfSECT□R DATE CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ GRADING PLANS FOR: LOTS 18 and 19 of CT 94-09 ":ARLSBAD RANCH/1..EGOLAND CARLSBAL STORM DRAIN PROFILES APPR~ /,,~/~-,i::,~~~ ]--2./,-'f1 CITY ENGINEEF¥/ PE EXPIRES DATE owN BY: l PROJECT NO. l DRAWING NO. ~~n 8l~.fs'.0~ CT 94 09-03 333 2Y A _ -~ _ )L, -i'~ 0-__ __ _ _ 2.-u.-, 2 JOB NO, ·-~ -"' JAMES R. -HEmNG~d (EXP. 12-Jt-oo) DATE: -S[)03.]5 t._ _________________________________________ ..,.: ________________________________________________________________________________________________ _ I 1, I 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. EROSION CON71?QL NOTES IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAVID CATlLE AT {619) 438-5570 EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL nMES DURING lHE RAINY SEASON. NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCA nONS TO FACIL/TA TE RAPID CONSTRUCnON OF TEMPORARY DEVICES WHEN RAIN !S EMINENT. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEER/NC INSPECTOR. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORK/NG ORDER TO THE SA nSFACnON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. TH£ CONTRACTOR SHALL INSTALL ADDtnONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY TH£ CITY £NC/NEER DU£ TO UNCOMPLETED GRADING OPERA noNS OR UNFORESEEN CIRCUMSTANCES WHICH MA y ARISE. 71-1£ CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAK£ NECESSARY PR£CAUnONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDtnON. ALL £ROS/ON CONTROL MEASURES PROVIDED PER THE APPROVED GRAD/NG PLAN SHALL BE INCORPORA TEO HEREON. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN A WAY FROM THE FACE OF SLOPE AT THE CONCLUS!ON OF EACH WORKING DAY. ALL REMOVABLE PROTECnVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORK/NG DAY WHEN THE AVE (5) DAY RAIN PROBAB!LITY FORECAST EXCEEDS FORTY PERCENT {40%}. S!LT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE. SHOULD GERMINATION OF H'rDROSEEOED SLOPES FAIL TO PROVIDE £FFECnVE COVERAGE OF GRADED SLOPES {90% COVERAGE} PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STAB!L/ZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROS/ON ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CAL!FORNIA. /TOP OF BERM (90% MIN. COMPACTION) TOP OF SLOPE ~ ~-f,=~=::::!:::~::,,.... ;:: BURY 6" DEEP EXIST. RC SURFACE C, z !i: <( a: a / u u ~ 0 / 0 0 / "' ., -0 u "' / C ± >-< Q. w z 0 z 0 .... "- ,-_ (J) ' 0 " ' " 0 ,ij >-<( 0 0 VISOUENE • SECTION »G-G" NOT TO SCALE BURY 6" DEEP GRA l,£L BAGS 2 HIGH r-:-:----:::;";;:i!~-:i111t wt I BURY 6" DEEP 6 FT SEC770N »F-F" NOT TO SCALE (BOTH SIDES) VISOUENE TOP OF SLOPE __ ROUGH GRADING CONTOURS \ I I ~-~ ,/' \ 7 -~>---1-----+ TOP OF BERM ~-( ~~ I _J ' \ \ GRAVEL BAGS 2 HI ~ '\LONG TOP DITCH CUT 10' MIN 'I ' BAGS AT DOWNSTEAM END (TWO ROWS) G T<TOE OF SLOPE I V/SQU£N£ LIN£D DOW/I/DRAIN 0 ------7 NOT TO SCALE \ \ SHEET 26 - KEY MAP SCALE.· 1"=500' EROSION CONTROL t ft.END GRAVEL BAG/SANDBAG PLACEMENT SILT FENCE EARTHERN BERM (SEE DETAIL 1, THIS SHEET) PUNCHED STRAW STABIL!ZA TION CHECK DAM AT INLETS {SEE DETAIL 4, THIS SHEET) SHEET 25 I\ I\ I\ I\ v v v v \II \II/ 1// \.!.I TOP ELEV ON PLAN R=10' OR R=15' OR R=20' AS SHOWN PER PLAN . ___ ...;T~rn~YC.;.;..;:A=.L,....:;D.==='E.==='Sl.:=-='l~T!.~'N~G-'B.=:A..;..;S=YN'-'-------IQ NOT TO SCALE V GRADES ON PLAN ---- CONTOUR GRADING SHOWN ON GRADING SHEETS---- --- H*: 3' MIN PERIMETER BERMS 2' MIN INTER/OR BERMS --'£.=i4..::..R.:...:.TH..:...:.'£i="/?..:.:..'N:.....-=B£i="/?.='M:.....-=D£=· T;:..:....::A=IL'----ft\ NOT TO SCALE \...:_) I. SET POSTS AND EXCAVATE A 4 BY 4 IN (IO BY 10 CM) TRENCH UPSLOPE FROM ANO ALONG THE UN£ OF POSTS. 2. STAPLE WIRE FENCING TO 7HE POSTS. ===:a~4 IN (10 CM} -- 3. ATTACH 7HE FILTER FABRIC TO THE WIRE FENCE AND EXTEND !T !NTO 7HE TRENCH. 4. BACKFILL AND COMPACT THE £XCA VA TED SOIL. __ ...;S::;:,YL=-T:......:...f"Ei='M..:..;Cl::;.:'E:::....::;.D.:..1£.:..:..TA..::..:IL=-----G NOT TO SCALE V SANDBAGS 2 HIGH AT TOE OF SLOPES 5' OR GREATER OF SLOP£ DETAIL SANDBAGS AT BAS£ NOT TO SCALE ! ' DES·GNED: Nlllrir. NOL TE and ASSOCIATES JRH/NLS DRAW'\: a.. Engineers / Planners / Surveyors LB ' 5 5469 KEARNY VILLA. RD.,SUITE 305, SAN DIEGO, CA. 9Zl~ (619) 278-0092 DATE: ,,,.....,_,,,., .. ·-, ~, li"tYP.>t SHa"T Nt/MBM 1:NGINl:b-i C~ WORK: 02/20/97 DATE INITIAL - A .. ~. -,_h ... ~ . .. -z.-... --, ., JOB NO: ENGi NEER OF WORK REVISION DESCRIPTION -- NOTE: MERGE INTO ADJACENT SLOPE OR RIS!NG GROUND GRADE INTERVAL 7HREE LA YERS OF SAND BAGS WITH ENDS OVERLAPPED LESS THAN 2% AS REQUIRE0/200' MIN 2% TO 4% 100 FEET 4% TO 10% 50 F£ET 0 VER 10% 25 F£ET PLACE SANDBAGS PER INTERVAL SHOWN ABOVE ANO AS IND/CA TED ON PLAN SANDBAG PLAC£U£NT DETAIL NOT TO SCALE SANDBAGS TO OVERLAP ONTO CURB OR SLOPE CURB INLET, CA TCH BASIN, OR TYPE F CA TCH BASIN PLAN PONDING HEIGHT\-_ i_ SPILLWAY • I 12 I M!N I I I I I I I -CATCH e1s1N ' SECTION NOTES 1. LEA 1,£ A GAP OF ONE BAG IN THE MIDDLE OF THE TOP ROW OF BAGS TO SERVE AS THE SPILLWAY. SPILLWAY HEIGHT SHALL BE LOWER THAN CURB HEIGHT AND SUFFIC!ENT IN SIZE TO PASS FLOWS FROM SEVERE STORM EVENT 2. PLACE 2 LAYERS OF OVERLAP/NG SANDBAGS ANO PACK TIGHTLY TOGETHER TO MINIMIZE THE SPACE BETWEEN BAGS 3. INSPECT ANO REPAIR FILTERS AFTER EACH STORM EVENT. REMO!,£ SEDIMENT WHEN ONE HALF OF THE FILTER DEP7H HAS BEEN FILLED SANDBAG PLAC£U£NT AT INLETS NOT TO SCALE "AS BUILT" de :11.~:t.:.; z.-ot-i,, , 0 ------- RCE317.A EXP. /Z -.J,_.V DATE REV!h\,IED ~.-,(_ .P .Jt/."? !t&ECTDR DATE w CITY OF CARLSBAD SH>--'" TS l47 4 ENGINEERING DEPARTMENT EROSION CONTROL PLANS FOR: Li::,, LOTS 18 AND 19 OF CT 94-09 -CARLSBAD RANCH/1..EGOLAND CARLSBAD ---EROSION CONTROL NOTES AND DETAILS APPRu ~"o<J /,. Ji-Mf/~ . ( ' . 3-U:J-1l 7 •.• Cl TY ENGINEF -"R / PE EXPIRES DATE --,. "1·"7 1\7\ !3·#-77 jtJ' OWN BY: PROJECT NO. DRAWING NO. DATE INIT!AL DATE INITIAL CHKD BY: ifo<., CT 94-09-03 333-2Y □-HER APPROVAL CITY APPROVAL RV\,ID BY• 11..e li:L-----------------------1-------------------------------------------------.... , JAMES R. He.,, NG[q R.C.~56 {EXP. 12 31 00) DATE: SD0335 ,! i i I i 'I '! ' ~ s 0 "' "' [l_ () w Iii " <i z (') z ~ <i a: 0 / ,, ,, .. Q / 0 0 / <D "' ~ 0 ,, " <'. C w z 0 z w :; ,- 0 ,-a. ,-.. a, '-0 "' '-"' 0 ' / - I ; ' ' \ "' ~-,/,, ~ .~ ,:::::-, ,, \ \ ,/ t, '· 'i \, \ :\ \ \\\ ...•• 10), 1'\ \\ \ ' ' ! ,- I '\. \ . ' ' \ \ \ / / / I I \ V) r .,,/- .j-I ---~ ' --/ / \ \\ \ I ' ; -,,-- ! ,/ / ' ' 1·1,. 1,,-N, 1(' o' . GRAPHIC SCALE 100' 200' 300' 400' -- SCALE: 1"= 100' "AS BUILT" z-4➔9 RcrJ 17.s-.. EXP. /Z-Jt-60 DATE \ -~0~~~-,~~, DFSIGN!:D: N~ NOL TE and ASSOCIATES REB DRAWN: .. Engineers / Planners / Surveyors LMB 5469 lIBARtff VIlU RD.,SUl'fE 306, SAN DIEGO, CA. 92123 (619) 278-11392 JATE: EN'l~ or WORK: 02/20/97 A ,,/ltt_,, -~.,,. .,. ~., JOB NO: , JAMES R HFTTINGER R.C.F. 317=--(EXP 1? 31-00) DATE: S00335 1----+---t----------------------+---+-----+----t-----t DATE INITIAL DATE INITIAL ENGINEER O• WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I DATE fSHml5 CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT EROSION CONTROL PLANS FOR: LOTS 18 and 19 of CT 94-09 CARLSBAD RANCH/LEGOLAND CARLSBAD OWN BY: UJB CHKD BY:...,ft"'S~. - RV'wD BY1 J-U-'l1 DATE PROJECT NO. DRAWING NO. CT 94-09-03 333-2Y I I ,, ,I ii ·I i ,, ' 'i ,, ('.) :a; 0 <O "' CL 0 I I ,, ~ I I I I I w -------- / ,, ,, m 0 / 0 0 / "' ., 0 ,, "' / C ± >-<( Q_ w z - 0 -z ~ O> ' 0 "' ' "' 0 w >- <( 0 ('i >-Q_ \ \ \ \ '\ _ _,, ---'-~- \, ~\_ ',--- \ \ \ l \\ \ I \ \ \ ' \ "-.. ' \ \ \ \ \ 170- \ --1/ l +- / ··-····~" EASEMENT Fi PER CARLSBA \ \ \ \ \, ' \ \ \ \ \ \ ' ' \ \ I ' \ \ \ \, \ \ \ \ \ \ \ \ ,\ \ \ \ \ \ \ \ \ \ ' \ \ ' )£, \ \ \ JAMES R_ HE:TrJNGER R.C.E. 31 ' \ \ \ E:XP. 12-31-00) DATE: i ( ' \ ' \ l i ' ' ' ' ' ' ' ' ! , I ' o· PD GRAPHIC SCALE " 100' 200' JOO' 400' SCALE: 1--100' 11 AS BUILT" %,.-4-,., DATE ,,J~y, ,, DATE ii ' " • _;, / / ,, .... ~ 24' / TrPE G-2 / LANDSCAPE CURB !t / ', / ' ' / / ' ' "' ~) -· ----- -" --._ .. .. / ) ,· ' /J " i./ I , I AREA ' ' ;,, /CUTTER 2:1' • ~:___ __ _:;~=:==----1 TrPE G-1 CIJ.RB ONLY S£CT10N NOT TO SCALE ,, ,, / 4" ;3,40e. .·· ''.. ~:• ,1c I .. · · / y ci: I w 6 z ul ... < 0 (j ... .. --5-AC ,EA TH OF PEOESll<IAN TRA ff'L PROTECTION POST {TYP} ,) TYPICAL FIR£ HYDRANT PAO NOT TO SCALE STORM DRAIN DATA TABLE LiNE OEL TA/BEARING RAO/US LENGTH REMARKS , N6 4 '29 '50"E 39.34' 18" Pvt:' 2 oa·45'52• 600.00' 91, 78' 18" PVC ' 4 N64 "29'50"E 41.58' 24' PVC .,,.,. 5: N73'15'43"E 54.00' 18' PvC ' 6 ~ N64"29'50'E 16.92' 18' Pvt;' " 7' N64"29'50'E 50.69' ltJ' Pve ,. 2. J. 4. 8 N73"l5'4J'E 2H!.84' 18' P,-t' NO?ES ALL LENGTI-IS SHOflN ARE MEASURED FROM INSIDE FACE OF STRUCTURE TO IN5,1)£ FACE OF STRUCTURE. FOR PIPES LUCCEO TO MAIN UNE PIPE LENGTI-I SHOflN IS FROM MAIN L!/vE CENTERLINE ro INSIDE FACE OF STRUCTURE TRACK WALK ALL FILL SLOPES INSTALL Ar EACH INLET ANO CATCH BASIN A "FOSSIL Fil TER CATCH BASIN F!ltRATION SYSTE,\I" PER MANUFACTVRER's SPECIF/CATIONS / / / ,, / ,/ ' / / ,/-· / ~/ / / X (/ ' ' / ,. \ \ \ \ rELL0W CAUTION ROPE Tl-lROUGHOU T {WIRED TO POSTS)-----.. 1.33 LB/'FT ~• POST l',f Tl-I BURIAL WING 7' LONG POSTS I ---s,----+--:<" 1¥ .,..-' I \ . ' l> I' ~ \ ' I ' -~ l/\ ,.,. 'o ,• , \ \ 1-· 48 r.,j_C, S£CT10N Nor TO SCALE 10':t 0C 10':t 0C REO PLASTIC FLAG STRIPS (TrP) J E.◄ /12 GA I f\1R£ (SMOOTI-I) s ANC:!CR AT EACH POST (TrP) NOTE: 5' TYP I' --rr> FLAGGING MUST BE RECULARL I' MAINTAINED HABITAT PROTECTlON FENCE DETAIL NOT ro SCALE RED FABRIC FLAG (TYP) 225 SQ iN 16'± ' STEEL TRAFFIC G'i'A TE 24X24 Bf?OOKS BOX • 0) \ \ ' PIPE ON PlAIV PCC DITCH PJ/ I SORSO 0-75 TrP 0-.._ . -~ --i GRAPHIC SCALE lrJ' 20' JO' ,(.5' 60' 90' 120' /Fiiiia~!iiiiiii,il'~5iiiiii,ii~-~i.iioiii---- SCALE.· I•~ JO' ~= .Oli•P Sf\Eli'1'_48 -~·1> tJ:/"1 0 1.,1,, iHOT:+ 1------l--+----------------- ( ., ' ' ,, ' / -. \ " \,. \ \ I \ Jr I ! ! ! 1-/4 13 Vf I i i ~ \ i I . ' / ) 7'---+- ' ' ,, -st- I I r · I ' 0 --f.," ~ t ' • ' I \ ~-, 1 ', --~<T h, I 8 AS BUil TN DATE IN fECTOR ' 1rL ,_ ________________ __, "" REVI~ED ~,.., f_ 1~ ~-t/ - [sHrnl7 CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT +1-48 -'t,..,,1, 1----,---t------------------·--· l---->----+-----1 GRADING PLANS FOR: LOTS 18 ond 19 of CT 94-09 ,,';Jf;::;J.,fl TYPICAL BROOKS BOX CONN£CT10N l NOT ro SCALE ' ~ ------i----t--- --------L ----------------c-"----t--t----t-- N l.. NOL TE and ASSOCIATES i:,?£a .. Engineers / Planners / Surveyors i 1:7=-"'.,..,•""-'lc-::.J+.: .... +r-1,:-::,£:::-:W-;--S/t:::~ c::,r.::cc=-r,-:,~::::r:;:,1""sr.::::-o;-;::ro;;--;;ca:::\c;:;,,.,::::co,::c"l,_11co-_]r-eo===tz:.~~[lj,ll!.Zk ,_ ___ +--- t4o, KEARNl vw kll . .sum: :X:5, SAl Dll:.0. CA. s21Z3 (ecB) 27~ ~~et "', ,cc, J£"', /,-,-A--, ~----c=c--+==+-SO=P---=9.c6_-c..l ,t.c,,c,~=c~c..·!-=-•cc•=-"'-,,..'-"'==,J'-,--'.,l'il'-=-"'=,.c="°°"'l.=51"\"-'-.,.-'l--j-,,-=-t==-t 2·:uor w~RK: 07/07/'9J JATE IN171A.L DATE INITIAL DArE INITIAL rJ-... ....... ,,H, " u,;......... ,,_,_,,_ .. ~, "s,uv•,;;~.,... ENC,CJEE, :lf WORK REVISION DESCRIPTION QTh'(R /,PPR□V,,L CITY Al'PROVAL , JA~S R. 1--ll:nNGE}t R.C.E. ~5 (E:,,,P. 12-J1-00) :)Al"E: Vvv..,, CARLSBAD RANCH/l.£GOlAND CARLSBAD A -P-PR.\..,L::l'-"'?,=~~£.=· ~:_::( C.,,:t,-.c.J!.ftc...W:::=~~~= l'-I/-C£l. QTY ENGINE[~ PE 23889 EXPIRES 12 31 97 DATE OWN B: ~~~ Q--IKD BY: Dhi-f- RV'.'D BY• PROJECT NO. DRAWING NO. CT 94-09-03 333-2Y CMWD 94-201 • Q. a: Iii ,. < z " z ~ < O'. Cl / ,, ,, ~ 0 / 0 0 / <O <O 0 ,, "' ,:. C w z 0 z w ,. ;:: ci I-Q. ,... O> ' ,... 0 ' t-o w I-< Cl ci I- Q. \ ! I ; I/ ' ' \ ~O"!!'M~'Ed-'D:..:'E.:..:l.:::TA-:"~'--:=::;;A~R._YN.:..:G+_R_A.:..Dt.:..:U..:.S-+__;L':;Ei:::N-:G::-TH;-+--:-::;RE,;'=:'M:;:A:-R..:..:'K.c:c'S __ -f 31 N16'44'17"W !12.61' 42" RCP STORM DRAIN DA TA TABLE J ~.J.-~~...:.N.:..:1.:.6...:..4..:.4..:.,,:...7.;.W:__+---I--.JJ===-1.:.:50-,::--+-__::,,,.2:...~RCP=:..... __ --j ~/ I. I • 6!1 N16"44'17"W 97.58' .JO" RCP /#TH INTERNAL 70 / / i ,. 36.25' ENERGY OISSIPA TOl?S 18" C!.IP \ • \ \'•·.iloT£~ \\ \,, \,\., \,, ., ,. 'ALL LENG7HS SHOWN ARE AIEASI.JREO TO INS/OE FACE OF STRUCTURE. \ \ '' " \ 2. TRAC!( WAL ALL F'f4: SLOP£$_ \\ J. INSTALi. AT CH INLer ANO CATCH 8 \ BASIN FIL TRA SYSm.(" PER MANUF, ' ', ~, ", ' ' \, .. -:-~-::-~-----~---', /) V Fl/~O,,WIS/ON~AN£A 5E£ 5HE.£T 46 c' 47-~ I I ' i , ' / / / / / ,oe--,,-1 c__-:-r~-L1~ rJrJ I / ' / ! / / / ,, / / / / / / , / '··, ' ' _-,:::.--, '.... ' ----,... / --:::: -.-,,-/ ' ' --·-----···-.I'.--/,-/ -\ ;;.-----·.s> / I \ \ I \ \ \ ' I \ \ \ I \ \ \ I \ \ \I I \ \ \ \ \ \ \ ' \ ' \ \ 1 \ \ \ \ \ \ \ \ \ \ \ ' ' ' I \ \ \ 1 \ ' \ F/R,,-.,,,.., r, RANT PAD '££ DETAIL/ 2 ' / ARE HYDRANT PAD i,,; SE£ DETAIL SHeET 2v ~ /" -~- ~. ' -..,--. -s:, --::: ::: ~\ 06' ' , / -\ ----~ ---: \ ---:::::.--\ . ~ _---:.---' -::: :::: ::: ::: -'' ' '· \ \ :::. ::; -- / / ---- / ,--:,"'LINE A PER STORM DRAIN PLANS 333-2H TO BE CONSTRUCTED. OUR/NG'• -· , . THIS GRADING OPERATION , / -----------:=:.----------.-r --:::::::.--. ·--·-D;,_. - - - _50. --· ----.;.-_:;_ ::: ----:z:-----:::: -/ . •--- ' < / / / ---------------------,,...;;;: ------------ --,· ,oo ______ .... - IN;TA'i}. RIP-RAP-- --ENER§Y DIS9PA TO{? i \f:S;) 'ER SDRSD D-40 '-. "\ I\ ------ Wl7HLIGHT CLASS ~\\ RIP-RAP 10'X7.5'X2'T '\ o:i\ ' V=f0.2 FPS ' ----::--- \ ' ' ', ' ' ', 10+'0£J LIM , INSTAl/. Hf, TYPE ',HEAO~LL P. Sl)RSD 0.-34 \ ' ------\ ' -------- -- y ,/~.}' ;.: .:u. -'/ '"" -- ',, ',, ' \ ----·· -- L ------- ' ' ! I • I ~-~ I ~--=-----:, t:"-' ; /_ .-;':::. ~---r _ __:_ ~.109..:is ·,.,.,.,., -I -_ _,_-.' ~ • ....--:::,,,. -,I :;; """'.~ , --;_. -~ -,, ---r---------~:::.-------::: -- / ,/ / / -r"","'J- ,/ ' I 11) r} /') \,, , j , "') /J ' ✓ ::,_/ I I ) --i ' ' / / / ORA/NAG£ EASEMENT TO CITY OF CARLSBAD PER OOC. No. 88-46331.J REC. 9-15-11 ! ./ I ! I I _,/ )'. // /,_) .. ) -.....:-- -----· -----~-·- ---------·------·-.... -- ( i , ii .' j /I _D f'P:cf, JVo,, 28, -)~ 7 ---------- "H, 45 ---~--.f.6 \\ --------7-------------w------------~--------------- ·------- / / ----~----- -w- 6" TYPE A AC BERA/ PER SORSD G-5 AC PAVEMENT &: BASE PER PLAN SECTION NOT TO SCALE Fl/TUR£ EXPANSION AREA BARK A/ULCH ON COAIPACT£0 BA SEE LANDSCAPE PLANS Vo,v ~--------·-~------------ -+---+-' ---J--"-f, '.':Y 47 ----- 6" 6" 7• .. •• • --------- 18" • CURB OPENING NOT TO SCALE Q 49 ----------------------------48 ---~ ---ii I\ ,._ //!:.: ,./ ----\ \ --\ \ R=1/2" ----- --/, -----', -----" ·",... "'· ', -----,, / ------------,,~ ···-- / r DESIGNED: JRH,/REB DFU,~: --·· \ _:..--:,- ----· -· I \ \ \ / '/ / i 1\__.-J-1 -~/"--' ! / I , 31 / I / ., ________ ., ', /DRAINAGE EASEMENT TO CITY OF CARLSBAD , \ r PER DOC. "fo. 88-463313 REC. ,9:....157-88 "-,,, , ,':_\ 1' / '-'-, ' ! // '-....._ \ / / I 1 :., ,,:'=::==-:t.= .. =···-=-=·,=,:=;::=·,=• ~-::::::s;:~• -- CMWD i if .JL \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ \ \ \ I \ -... \ \ \ \ \ \ ' I \ \ \ \ ' \ \ '\ \ \,; \ \' \ \ \ \ \ \ \ \ \ \ i \ \ \ ' \ '-IL) . ' \\'t::\\, I ' , / \ \ / i \ \ . \ I \ -,, \ ' \ ~ \ \ \ ,. ' '\ \ 5\ I, i ,\ '' \ \ \. \ \ \ I \ \ \ \ I \ \ \ I ' \ I \ \\ \ \ \ \ --/ J ---- ;.....' --- ,,, ' .,. /p.,,;: X /5,(J i I \ ! I \ \ 1 \ I I i i ! \ .I \I l.·' '· c• .1 ' ; /"', \ i \/ \ \ V .\ \'\ \ \,. ~--, 1· \ . \\\ I \ \ \ \ \, \, \ \ \. \ .JJ, I.IN£ I I I I I I I ) i I I I I I ! I I / i I I I / I / I I I I I , , 1 / I I 1· / / / I I • I I I I . I i ! I I I I I I I ! I I l i I / I I / II \ LYI : I I I I I . I ' I I d I I \ I \ \ \ / / \ ,/ " " .. " / '· I I I \ --- _::::-,,. "'""'-" -__;..;..· CATV ? ----0 ------- 0 :;;-~,.,----~ ______ .._::..------ ~ :, C "' ., C ---- --· -:> \ ·._ \ / -+ 55 ----i-- ----- ,;;,,, ,•• ------ ------------~------:_ . ·. / ----------· ------· ----· u 2': J --------------r --------w--~- 2:: --------~--11---+---- ------- -----· \ ' ' \ \ -0 -,/ ----·-··---- ~------,L..-_.,-- ---OHE-'-c,4f11,,... -------------____ ...... ?" ,_,-,;__ --------5 69•42'07 w -.. --1 ·FOR PRO. tE SEE I ; ' SHEET 22 _£,fi REMOVE EXIST HEADWA L \ '. \ \ ,..-1 ' ! 7 trr<, ·, I I I i I i ----- ---. ,•;, ,,. STANCE "' 51GHT OI -i. . ' 690'····· / -----RJ1l/R£ EXPANSK)N. AREA . 5££ ~Eers· 46 f 1 4? / ----______ / ------- ---··--· --· ··--... .,: C.:>'. ,,--- ------------------- • / •' / / / / / . / ----------- I I I I I -~--- ----:... ---~ I II 72 --- -------------------__ -lJJ I \,:\,,\½ ---------':::i ,., ---t---~-. ~- 1 I I .. lr EXIST,RECLAIM,£/j . ~ TF:R LINE TO I A ffE'AttA)N IN SERVICE -----_;.,:: ,z---- - ------l,,c,,-/ I ---------------------- --l -¾.,;,;,,-;:_ ?;-- )--,. l., ----- --~ ---· --- :-IJ-•is ----"·--I ";9.-,, ,_./ 64 ----------------------------63 ------------_;:;r--------+-w -1-c• .. /,z -;g I "·c ;<:} 62 ---------t:, n 'f'~I 1 1 CONNEC~ ~T 72" ':'IPEff!),1 -· "-""-""•.-/--61 ··. ~ {!/ I _______ y_( }_ __ --:: ------:.:::..:----. ,,· · OV;., 60 . ·• / _______________ --- -----------~ . -------------------::,;.\ ---/ ----.i.; c'?a_ --·· ---- .... -,_ ,q:-'s:: / {'-' - ----______ __..---------,_ < -----S -w- .. ---••' :_ __________ _ ·:....----- I I ------- s _,.;..._ --------- ---- \ ,., L)'."1 L' Vi ------- R/W s--- "AS 7 RCE3 1;:i,,r1a EXP, 1L-7t-•• DATE REVIEWED BY> STORM DRAIN DA TA TABLE NOTES 1. ALL LENGTHS SHOWN A '£ MEASURED FROM INSIDE FACE OF STRUCTURE ,?.JY· ~? LINE DEL TA/BEARING RADIUS LENGTH 67 N16.,f.4 '17"W 103.6,f.' 69 N18'2f'18•E 28.50' 71 N20'39'3s·w 76.91' ' -:, 72 N20';f.0'18"W 21.00' REMARKS 30" RCP MlH INTERNAL ENERGY DISS/PA TORS 72" CMP 18" RCP l+fTH INTERNAL ENERGY DISS/PA TORS 48" CAIP TO INSIDE FACE OF S CTI.IRE. 2. TRACK WALK ALL FILL OPES 3. INSTALL AT EACH /NL£ AN!) CATCH BASIN A "FOSSIL FILTER CATCH BASIN FIL TRA 770N SYS M• PER MANUFACTURER'S SPECIF/CA l70NS. DATE 1----+-+-----------+--+-----+--+----1~ ITY OF CARLSBAD ~I ~ ENGINEERING DEPARTMENT ·~===~-========::::::================~====:::::;'' GRADING PLANS FOR: LOTS 18 and 19 of CT 94-09 CARLSBAD RANCH/lEGOLAND CARLSBAD I ' I I I' I I • Q. (.') [I'. ,ii :::, .. z C, z 'i < a; 0 / 'C 'C .. 0 / 0 0 .,, "' !!? 0 'C .. .,, C j' I-<( Q, w z 0 z w :::, ;:: ci I-Q, " m ' .... 0 ' " 0 ,ii I-< 0 ci I-.. \ -< ! ' ··, LINE ' \ .J \ \ .J.J \' . \ 38 44 45 • •, STORM DRAIN DA TA TABLE DEL TA/BEARING RAO/US LENGTH REMARKS N7.J"l5'4.J"E 135.94' 18" PVC N16'44'17"W .J.J0.00' 36" PVC N7.J"15'4.J"E 159.52' 30" PVC N73"15'4.J"E 154.05' 18" PVC N7.J"l5'4.J"E 200.77' 18" PVC . , 0..---::::::--'~." AC I 4 ''~A~e, """- \ \ ~~ ~ \•19 1. ALL LENGTHS SHOHIN ARE MEASURED OM INSIDE FACE OF STRUCTURE \•:i ) i \ \ TO INSIDE FACE OF STRUCTURE FOR Pl. 'ES 18" OR LARGER. LENGTHS ARE \ \ ~r:;:i~Efo::~ CENTER OF STRUCTU TO CENTER OF STRUCTURE FOR \ ,r \! \ \. / 2. TRACK WALK ALL FILL SLOPES ·\ •· 3. INSTALL AT EA CH INLET AND CA TCH 8. SIN A "FOSSIL FILTER CATCH BASIN , ' '(.✓. 8 \ \ /,\/ FILTRATION SYSTEM" PER AIANUFACTUR. 'R'S SPECIF/CATIONS \ \\ r·:\,J 7 \/ \ \ ,,.··)\\'. /J /~~ \ \ ' \ .J \ \ ' \ ·, t---t------;----;-------t-----------j/' ', . SEE 12" PIPE O'M>I ON 'LAN ' sttE. ~-r.o::---4b17t7 ' I 1,.-- l : et / .I i -, . I • • •._) / . J . / / ____ / / ! , ' :• ;/,J<? _,;, "-' ,. ' ) l ,--\ i < ., . . ' . , ,, \ I GtrAl'I« st'At £ o· 10· 20· .JO' 45• 6$' 9()' ··. 120' -------------------- S(lAL£· 1"= JO;\ \ . . . \ •. \ \ ,·\_ \ . X ··;/•_\ .;, \ \ ----- ) ' I ' ·. \ \ ·, •. / / / ( ! / I ; ~' .:/ . ( ',,_,,_J "AS / / _,.-/ \ / • I \ I ! \ z-4-1,, DATE ,,,)..,#¥-~,. DAT t----+----+----------+---+-----+-----+-----+-1 ~ ITY OF CARLSBAD ~ ~ ENGINEERING DEPARTMENT ~ ;:====-==============:'...':==t:~ GRADING PLANS FOR: LOT 18 and 19 of CT 94-09 CARLSBAD RANCH/1.EGOLANO CARLSBAD CMWD 94+1~0 ' ' i I • • C r • ' 1 t ' I . / ; ~- I \ \ \ \ , \ \ \\1\\_\. I ' ~ \ \ i' \ ' \ 1 \ \ I I I I I I ! / / i / I I \ // 17 I ; ' '· ) ' I / / / I I I ( I I I ' I ' J ' I --------.:.'-'-.__: __ ' " C / 4 "tl(l \ \ ' \ I \. \ STORM DRAIN DA TA TABLE UN£ OEL TA/BEARING RADIUS LENGTH REMARKS '-39 N7315'43"£ 195. 77' 30" PVC 40 N70"38'48"E 284.91' 24" PVC ' 42' N19"21 '12"W 5.30' 12• Pve , 43 N8770'48"W 40.33' 12• PVC ' 64' N4f'J'1'!8'E 11-z.~• 18" RCP NOTES 1. ALL STORM DRAIN LENGTHS SHOIMV ARE MEASURED FROM INSIDE FACE OF STRUCTURE TO INSIDE FACE OF STRUCnJRE FOR PIPES 18" OR LARGER. LENGTHS ARE MEASUREO FROM CENTER OF STRUC7VRE TO CENT'ER OF STRUCTURE FOR PIPES INDER 18~ 2. TRACK WALK ALL Fill SLOPES 3. INSTALL AT EACH INLET ANO CATCH BASIN A "FOSSIL FIL T'ER CATCH BASIN AL TRA T!ON S'r'STEM" PER MANUFACTURER'S SPECIF/CA T!ONS 4. 0-LOAO ON RCP PIPE IS 1350-D UNLESS OTHERlffSE SHOWN I \. \ \ \ \ \ \ /'1. . \ --.._, " ' \ -, \ ' ' \ I ' \ '· ' ' ' ', '\, ', \ ' ' ', ·\,\ \ \ \, \ \ \ \ \ \ \ S L : I I \ ' I \ ', f ! "=I J , I / ) / / I l,20\ ) I / \ \ \ \ SHEi '" \ ' / / I / / / / / / / / / ./ I I ! , / / \ / I I I I ' ' \ ' \ \ \ \ \ / I \ \ \ \ \ '· t.18 , \ ' I \ 11 11 11 If I I 5• SUBORAIN SUBDRAIN "y" DETAIL NOT TO SCALE / 1 II I !~ (!!,:~'' I ' I ) / / I I 1, ,I/ I !,Si/ ,/ / I J 1/ .I 11 / . / /1), i i ! '0¢ , 1 , / I \ / I I I )-~ '. "')( ; ,.r , I / I I I ; f I I / / , / I //?-i rf 1 / i/ -·.,,~-_,,_, .. I: \A:\ ,: . \ \ I ' / \ \ I • I \ ..,. __ .,.......,_....,.,.._..,._..,. _ __, __ ,/~ V 1._.- ! j I I -~ ~~~4--r~,.."'-'"'!,l-+--H-H--+--ll+++-F. )...' I I \ I , I '( Ill I I \ I 1,/, ~ -·-'? I I i I ~ ----\-.----------· / / , I ----'c:::._ / / / ' RITUIIE' EXPA/fSION AREA/ I ) / SEE SHEETS 4C, {-1 i?. _...._ ' ' [ I , I I . I ' I / I i I / 29 DESIGNED: I ' / ( ' / ,, " ,/ I ' ; I i I i ! ' I I ) I I I ' I ; I , j 27-----rt1-1 ! ! I ' . I I / i I I ,\ I ' ' \. ' \ I 5l 'I' \ I I -~-I ' ·.sz,r,;,i I i \ //_1 ( I '&.>7 1 \ \ J-' 1r----------------------------'"""'- \ / \ . i / . ' V ~ SH ET 31 "AS BUILT" .,-~~I{ . J,t-if;:.,,.. RCE ;.;>t;i>f\. EXf IZ.-'ll·O" IN Z.-4-~ DATE DATE ITY OF CARLSBAD ENGINEERING DEPARTMENT t---t---t-----------------.J.-----1----1--_j.---.1 GRAPING PLANS FOR: LOTS 18 and 19 of CT 94-09 I I I. / / t---+--+-------------------1---1--_jl-__ i,_ _ _J CARLSBAD RANCH/LEGOLAND CARLS/MD i I ~ ~!!, ~n~._.~,s?~!.1!~ ..RH/REB DRA-.: NEW SHEET. R£VIS£D TO CONFORM TO 5489 mDY ffl..L.l llD.,SUITI: 300, BAI DIIGO, CA. 92123 (819) 279-1392 DATE: A_ ENGINEER OF WORK: 07/07/97 II. #Ill ... _ • . 7-/tJ.••~ JOI! ,.,. I JAMES R. HETTINGER FtC.E . .-.15& (EXP. 12-.31-00) DATE: SOO.JJ5 SOP 96-14 •~a.,.,-,...... 111#7' DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL! PROJECT NO. DRA'MNG NO. CT 94-09-03 333-2Y w z 0 z it ~ i; ---------------- ' \0 _,?B _____ \?6 _______ ,,,1. SEE V I I ,-' 1_,,,, I,,,' v , SHE~r/ ;' ' I . . I ,.; / I 41 --------- i I · I AIATql I · I I ' I 1 STORM DRAIN DA TA TABLE - FINISH CRADE 1/4" ABOVE RINGS SOD OR SEEO PER LANDSCAPE PLAN INTERLOCK/NC PLASTIC GRASS RDNFORCEMENT UNIT )(;,0.:X)( MFGR: 'GRASSPA VE 2• BY INVISIBLE STRUCIVRES H'rVROGRO~ MIX BELOW UNIT, CLEAN SHARP SAND PER LANDSCAPE PLAN INTERLOCK/NG PLASTIC GRASS RDNFORCEMENT SYSTEM ROOT MASS TO flLL UNITS 5• SOIL/AGGREGATE MIX INC. (5120 PSI COMPRESSIVE /"..l"V"V'V"' ~ """''"'" COMPACTED SUBGRAOE STRENGTH) REINFORCED LA WN/EMERCENCY VEHICLE ACCESS NOT TO SCALE LINE 9 ...._ 10: ' II, 12 , 13, ' -14 p 15., 16 84' 85 86 DEL TA/BEARING RADIUS LENGTH REMARKS N56'42'10''E IIJ.13' 18" PVC N13'15'43"E 23386' 18' PVC N39'25'39"E 6A3' 36" RCP 36'24'37" 22.50' 14.30' 36" RCP N75'50'16"E 20. 72' 35• RCP N1011'16"W 112.34' J6" PVC N69'J5'58"E 188.38 JO" PVC N76'56'50"E 5. 70' 18" Pl'C N60'46'02"W 7.57' 30• PVC 49•37'59• 22. 50' 19.49' 30• PVC N69"J5'58"E 104.JJ' JO" PVC A.C. .PEOc5T~IAN' WALK:.,_.,~-----;LJ:--;W.;-:'£:: l 0 -- / I J ) i -r- l ~ {,~ ~ ~ ~\) Ei/NC PRIVATE ROA AND UTILITY ' ' EASEMENT PER CAR SBAD RANCH / "" '\~ DESIGt,EO: N~ NOLTE and ASSOCIATES .RH/lvLS/RE, 1.iRAWN Engineers / Planners I Surveyors t.\69 Kl!:lillJIT VILLI. l!D.,;iUJ'fl ;Ill~ SAJI DltGO. Cl 92123 (619) 278---g392 D"-l'E: ENG:NEER OF WJRt< 01/11/91 (l,. -~-~. ;:1/,;..(,(f... ~ .. 7-/'7---•J?. JOB NO: 9 .A~ES ft HETT t'IGER R.C.EJ'56 '.EXP. 12-31-,:Jof-DATE: SD0335 SEE SHEET ~ ' . ,,. ,, r;Jf. ..,. 'AS,Si.JMFf10N Of R.1:-Sf'ONSIBL.e. c+1A,f:'.a,1::-.,, A<, Cf OC,"( ,,,, 200!5, j; HE'f,E:.B'f A'>0U!-1E-12'."-Sf'ONS,c,LE. e,;.l~;cE:t'=" f'OJ<. Ll-1AtJ(oi£", I tJ t::1CATW id l"Tf-1 A ~ 1815 'Pg,A w I tJ~. -~~~J,_<"-•r,... !.t rJ;,tf, •. ., __ , fe,E.1-f 'l"JOJ{. 0(p: ., an/a~ ~M7 ~ON~ AND ::..ALPN~L~ 1'VV1<:E;s~, CJ(o<,5 GHE.$Ap8,A, Ke w.,, -:,iJl,E. :201 SAfJ 0 1~0, CA 9212.3 if.li<-f\-k,i-11!-: ~~61:>) 514--6€,22 fM(~ ('cn"'b)t:511-00'33 iNl11AL ENGl~~EER OF' WORK :;:L.. ______________________________ ...;.. ____________________ _ ' .... 4"AC/ ~"IJ ' / ---- REVIE'w'ED B;/ <Le. 1:"A.~ INSf,lcroR .... /_·_, / , -/ ;,, :-~ ' .• --/ .. ·' / 1· ,. • -~,.,c~:.C"·~, ·-;;r, \. \ ' " ,!.-,_,, --------------- DATE DATE ITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS F'OR: LOTS 18 and 19 of CT 94-09 CARLSBAO RANCH/lEGOlANO CARLSBAO CMWD 94-201 020306 "' i -iii "' I " <Il ;" "' C ~ I -(' • ~ ~ • ~ I 0, :ll " "' ;;;- " C 0 0 "' i SEE NOTE 1 MODIFY EXISTING STORM DRAIN INLET PER DRAWING M-1 APPROX. 3 L.F. OF NEW 8" DIA. DI PIPE /\, SEE DRAWING E-1 -~--c----c---1:---<c---c---c---c-.::......:c...,...---<~--. . FOR CONTINUATION -~ SEESHT32B FORSUMP-- PLAN AND SECTION 6', 'O,~ , , ) < 7'-0" (N.T.S.) ~'ll\FESS[~ "ASSUMPTION OF RESPONSIBLE CHARGE" £' y,.FNf~.-:: As of 00 1, 2(] I hereby assume responsible charge for design changes to this drawing. ff~ -~,, ;;j~~ c,_~ ' I< ~ , I J/ , RCEH 4'!D .1(, Exp: 1Uo/o(, IJ N.C49036 II-NAME Fl,m: BROWN AND CALDWELL Exp. 9/30/06 ~.,-, C!v1'-~~.., 9665 CHESAPEAKE DRIVE, SUITE 201 SAN DIEGO, CA 92123 Address: IT CN--\\ Telephone: (858) 514-8822 Fax: (858) 514-8833 I WARNING 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE. CAUTION : EXISTING IRRIGATION IN THIS AREA .. SEE NOTE 2 ' APPROX. 56 LF. OF NEW 4" DIA. PVC PIPE 56'-0" (N.T S.) BROWN AND CALDWELL "AS BUil T" .,.., ~_DIEGO """'""' ,, ~N.-,GEA DAJE: //, .--ii\6iii ""° c,,ib¥E.L '""" P.E. EXP. -""" REVIEWED BY: HORIZONTAL 1" = 4• SCALE VERTICAL NONE INSPECTOR DATE fl,. RMK DATE INITIAL DATE ENGINEER Of WORK TIE INTO EXIST SEWER MANHOLE PER DETAIL 1, DRAWING M-1 NEW SHEET FOR WASHDOWN DIVERSION DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL ,1. • DATE NOTES: 1. CONTRACTOR SHALL REMOVE SECTION OF FENCE AS REQUIRED FOR CONSTRUCTION. CONTRACTOR SHALL INSTALL NEW 4 FOOT WIDE CHAIN LINK GATE AND ANY FENCING THAT WAS REMOVED OR DAMAGED DURING CONSTRUCTION. NEW FENCING SHALL MATCH EXISTING FENCE. 2. CONTRACTOR SHALL PROTECT, IN PLACE, EXISTING IRRIGATION SYSTEM. CONTRACTOR SHALL REPLACE, IN KIND, ANY DAMAGED ITEMS. 3. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND FIELD CONDITIONS PRIOR TO START OF CONSTRUCTION. 4. CONTRACTOR SHALL SAWCUT EXISTING CURB AND GUTTER AS REQUIRED FOR INSTALLATION OF NEW PIPELINE. CONTRACTOR SHALL REPLACE, IN KIND, ANY CURB AND GUTTER THAT IS REMOVED OR DAMAGED DURING CONSTRUCTION. C-3 ~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT :A 7 LEGOLAND WASHDOWN DIVERSION SYSTEM SITE PLAN -2 APPRO D BY: GLENN T. PRIUM dr A / -.. /? 14/ • ,/ 1/2frla«-: CITY ENGINEER'~' 51274 l!!_P 9 30 07 7 ATE . -, DWN BY: Vl:~/ PROJECT NO. DRAWING NO. INl'llAL CHKD BY: CITY APPROVAL RVWD BY: CT 94 09 03 333 2Y 0 ... e ~ 0.----------------------------------------------------------------------------------------------------------------------------------------------_J 0 :e ~ C') )> w ow 'Tl w ~"' -< I ::, -• • ~ "' "' < r "' • " fii ~ I 0, 0, ~ N ~ § g, • ;;, .l'l ~ e ;';- AR/AV 4" CHECK VALVE 4" GATE VALVE 4" DIA. PVC PIPE -, ~-tl ' I ' I ' I ' I _J ' I ' I i ' 4' -0" TYPICAL DIVERSION SUMP PLAN 4" CHECK VALVE 4" GATE VALVE FLANGE SUPPORT AND PAD 4" DIA. DUCTILE IRON PIPE w ..J CD ~ w w (fJ co ' I f-o._ w 0 z :;:; a ' "' D GUIDE CABLE PER PUMP MANUFACTURER'S RECOMMENDATION ' 0 ..... ..... '}' ' ' .. .. ,, .. ' ' ' . .,. '. ' . ' - ., .. ,,, ' ., _,,----LIFTING CHAIN ,,---36" DIA. STEEL PIPE SUMP W/ 10 MILS DEVOE #233H EPOXY LINED AND COATED 12" DIA. STEEL PIPE INSTALL LINK-SEAL 8" DIA. DUCTILE IRON PIPE -~---c__--, FROM EX. STORM DRAIN INLET 1% SLOPE ' ' GROUT BOTTOM PER CONTRACTOR SHALL CUT AND REMOVE EXISTING MANWAY, FRAME AND PORTION OF TOP AS REQUIRED FOR INSTALLATION OF NEW DIVERSION GATE ---~ NEW 8" DIA. DIP TO DIVERSION SUMP _ __,, CONTRACTOR SHALL INSTALL NEW CONCRETE, FRAME AND CHECKER PLATE-_,, ~~=========-=-=~ -------------------------------+ ===============~ ' ========-======l ,---------------~ ---------------~ ----------------v------~~ ~------~' ,j~~~222~.. il/Jl1_r._5g ' I ' l '--INSTALL NEW FLUSH BOTTOM DIVERSION GATE AND DIVERSION GATE OPERATOR EXISTING STORM DRAIN INLET PLAN CONTRACTOR SHALL INSTALL NEW CONCRETE, FRAME AND CHECKER PLATE . NEW DIVERSION GATE --.._ !i1 '1 I I ,I I! '' ' I ····rr 11' lL , "·:_ DIVERSION GATE OPERATOR CONTRACTOR SHALL CUT AND REMOVE EXISTING MANWAY, FRAME AND PORTION OF TOP AS REQUIRED FOR INSTALLATION OF NEW DIVERSION GATE. ~ 0:: 0 EXISTING STORM DRAIN BOX ,----~;~-------w 1-_Ju Ill <( <( 0:: • 1/' ----- ' . :: , I i - I' ' ' ' ______ __;:{i """"'""""""""""'",.,,.,_,."" '----r---...-' ,....!i;. SECTION B NEW 8" DIA. PIPE ;~, ' ., z w o._ 0 w w ..J I W CD (fJ <( I- w w ..J WCD (fJ ~ I-1-z wO wu Cf) >- I CD ' Q <( w ' Q :r:> I-0 o._ 0::: w 0... 0 (/) <( ~ EXISTING SEWER ~ MANHOLE ~. NEW 4" DIAMETER PVC PIPE FROM DIVERSION SUMP INSTALL LINK SEAL SITE 1 2 3 ' ' ,, \, ~:' y !' , DETAIL 1 CONTRACTOR SHALL CORE DRILL 8" DIAMETER HOLE INTO EXISTING SEWER MANHOLE AND INSTALL NEW 4" DIAMETER PVC PIPE. DIVERSION GATE TABLE SITE GATE HEIGHT FONTAINE MODEL "HII 1 G-1 18" 204 -36x36 2 G-2 18" 204 -54x36 3 G-3 12" 204 -24x24 PUMP TABLE PUMP KSB MODEL HP P1 KRT F 80-200-175-1750 RPM 3.4 HP P2 KRT F 80-200-175-1750 RPM 3.4 HP P-3 KRT E 80-200-144-1750 RPM 2.4 HP I tD I ., MANUFACTURER'S DEPTH TABLE TO DIVERSION SUMP ~_LW_L ---f-""lf--<c==""-h,,T,.i-' +..;;".---ii ,-,,. i -+-.----+ . I .. , . ., RECOMMENDATIONS SITE DEPTH "A" 1 20'-0" 2 16'-11" 3 11 '-9" SECTION A "ASSUMPTION OF RESPONSIBLE CHARGE" As of OCT 31, 2005, I hereby assume responsible charge for design changes to this drawing. 1l, g"'/yc....y RCEH "'1'fi, ~~ Exp: 91.?oltJ, NAME Firm: BROWN AND CALDWELL WARNING 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" Address: 9665 CHESAPEAKE DRIVE, SUITE 201 SAN DIEGO, CA 92123 THEN DRAWING IS NOT TO SCALE. Telephone: (858) 514-8822 Foxe (858) 514-8833 DEPTH II B" 25'-0" 21'-11" 16'-9" BROWN AND CALDWELL DIEGO ...,.,mo, "'"' -6ii6ir, ANO CALOwELi. .. ., -"'"' HORIZONTAL 1 /2" = 1'-0" SCALE VERTICAL NONE "AS BUil T" P.E. ___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE M-1 fsHEE'i7 CITY OF CARLSBAD ~ t----+-----+--------------+----+----+--4----1 ~ ENGINEERING DEPARTMENT l___±U ;:=:::::::;L::;E;;;G~O;::LAN~D~W~AS~H~D~O~WN~~DIV~ER~S~I:::ON~S;;Y~S~TE:;M::;::::===: RMK NEW SHEET FOR WASHDO'htl DIVERSION DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL MECHANICAL PLANS AND SECTION D'htl BY: ~ PROJECT NO. ~= :~, -r.:t-CT 94-09-03 DRAWING NO. 333-2Y 0:---------------------------------------------------------------------------------------------------------------------------------------------_J (!J ~ 0 0 "' 0. (!J a: w " <{ z CJ z ii: <{ "' 0 / n n • u ,, 0 0 ,, "' ':" 0 n " / z :i: >-<{ Q_ w z 0 z w " ,= (') >-Q_ ... a, ' "' 0 ' ... 0 w >-"' 0 ---· 5££ r-------------------------178·------- ,', 1?4 PR/v.A7'1; ROAD ANO UTILITY EASEM RANCH MAP 13408 -/?f' L---~.,-------~=============---J~;=r~~{~~~~~-~~~~-~~~~~=~~~~====:=== 17z ___ _,/ =; --l?O 7?o 1,2% - - ' \ --- 22 .__ ----------------- ' . .. ~.,;..-~_;;;;.,.;-'-'~4---""'~----------:::::::::::: /60 -- - I ,-.--'-•--------------::::N 00"01'44• E - - - . • I / - STORM DRAIN DA TA TABLE LINE DEL TA/BEARING RADIUS LENGTH REMARKS 17 N25'25'27"E 13,51' 24" RCP I. 18 617 7•11· 45.00' 48,/3' 24" RCP " :, 19-N86'42'.37"E 70.58' 24" RCP 20 N89V9'!J"E 228.42' 24" PVC -21-28V9'36" 45.00' 22.12' 24" RCP '22~ N89"58'26"W 112.00' 24" RCP NOTES 1. ALL LENGTHS SHOWN AR£ MEASURED FROM INSIDE FACE OF STRUCTURE TO INSIDE FACE OF STRUCTURE --' - -I : _I :/ ' ,! - SET TOP OF CONCRETE BOX MINIMUM OF 1' BELOW FINISH GRADE \ \ - I I I • MANHOLE FRAME AND CO~R ~RIFY RIM ELEVA TION IN RELD WITH LANDSCAPE SUPERINTENDENT PRIOR TO SETTING FINAL RIM ELEVATION NOTE: THIS DETAIL APPLIES TO INNER PARK STORM DRAINS ONLY INNER PARK STORM DRAIN CLEANOUTS NO SCALE / L.INE' SEE SHEET - '• / I I e '· ·, ··. 42 / -ii( ,.~ ,.,e.,,, '--. ' ' ' / >< 16:z.O f II If II II I (1 +13 LINE AB IE (I ".) 148.57 r=== ·--- J )4C '---..,.;_ ___ 166----------- I ( I ''1 ( ( ~ -;·~·-_..,,.,,.~~-='.:::.-------======~========164 ,":· =~U·~/3~DR~A~IN~~=::==-=----------= II H ··11 ~. ·11/ - = -162-~::::::::~~'.'.'.-·:· ~6_'.:" =5=:~~=======:_--------== •' ,, 160==""·~ _ -~-=___:_=~--=======~~~~ ~._ 15 ---- 26 FOR FUTURE GRADES IN THIS AREA, SEE DWG No. 333-2U ', y~ 27 I I I / ' . ·--------/ }£/i. ~--·:·j___ -:_:___ ----~:__ -----~ -- I I I • I I / <:,ASSJHf'iiON Of j<'.f:SfONSl!?l.£. CH~<,iE.'' I 1 I I •. , I : ]./!:· I GRAPHIC SCA~£ O' 10' 20' 3'(}' -' .._.iO' 90' 120' liiiiiiil!!!!!Siiiiii!!!~~~~~iiiiiiiiiiiiiiiiiii A5 Of Dc..--r 3!, ZOO';, J: H~13'( ASSLIHf:. Rl=-SPONSIE,l...E. e.1--iA~E-FOi". a-lAN~E.S INPl 0 Afl"l'.;:...,.w1tH /l,, 70 7T-II~ Pj<.AvllrJCf. J..)q1 II, fiH,J,.v .. "1 icc..E.# 4'tttJ.1' f.Xf': 'f/.:1()/ot: S: AL£· I"= 30' NAl-1E-flFM, Bf':owN AtJD GALvL..J lc:LL I I I DESIGNED· N~ NOL TE and ASSOCIATES NLS/REB Engineers / Planners / Surveyors DRAWN: N)DfcB<:,s: "11"G,S° C+-iESAf'!"..AKE. Pj:Z., :SUl"f!c;. 201 5/'<.N '.Dl~O, GA 'i211;;, 1'tl.Eft-ior,J12.: (€>G'b)~f4·f?B2.2 .FAX: ('t;o'o) B14-Bb:'.>'.:> 64611 !U!ARJjY VllJA. RD.,sum: 305, SAN DIEGO, CA. 9<!123 (819) 2'16--9392 DATE· ENGINEER Of WORK: 07/08/97 -~" ·. ~,?/4~·--?-/.,_,, JOB "10: /J' JAL.lFS R. H['TINGIN ;;:;-~'"16 (LXP_ 12-31-00) DATE: SD0/86 DATE ,N TlAL [NGINEER OF WORK REVISION DESCRIPTION f ~ ~\I) [)., ~ Io~~ PAD~ 54.20 - ;/ I "AS BUILT" rJ,,..., k.~ ~CE;11 ;,.,i;, EXP, __ lt.-3 I-<><> / DATE CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 47 GRADING PLANS FOR: LOTS 18 and 19 of CT 94-09 CARLSBAD RANCH/l£GOlAND CARLSBAD d >-Q_ _________________________________________________ ;;;;;;;;;;;;;;.;;::,:;.;;;;;;;;;;;;;;;.;;;;;;;;;;;;;;.;;;;;;;;;;;;;;.;;;;;;;;;;;;;;.:::::::::::::::::::::::::::::::::::::::::=.. CMWD 94-201 ' ' • I ( ~ -·-·- II- ~. . I 1§1 I - --'" ·-· .. . ..... .. . . ... . ..... ...... -. . -------.. ---:-·-_-:-· --r---- -----·· f----- --::... _:,~-1.----~--. - . . .. ... : .... ---------....... .. . . . . . ---~ .-... .": ' .. . I . -.-••. ---------· . .... -:::.'.::-. . . -. . . .... ---.. "'. •:-··---=· .. -· .. ·---:::·. -. -.:::: .. 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DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL ; I __j I H PER PROFILE 6 1/4» DRAINAGE NOTCH ' -1~ I - 1. CtPNCRETE RINGS SHALL BE OF SOOOPSI 2. .J. 4. 5. 6. 7. 8 . DATE 11NITIAL Tfl,E RINGS SHALL BE PRECAST WITH STANDARD TONGUE AMO GROOI£ AS SHOWN DRAINAGE NOTCH OF PRECAST SECTlONS SHALL BE PL;/',CED ON THE PIPE INVERT AND CENTERED ON THE Plf'E CENTERLINE Ali REINFORCING STEEL SHALL HA 1£ THE SAME CONCRETE Cd>L£R AS THA T OF THE ADJOINING PIPE SECTlON C()NSTRUCT PRECAST CONCRETE PIPE PER SECTlON 207 2 OF THE STANDARD SPEC/FICA TlONS FOR PUBLIC WORKS C()NSTRUCTlON MIi/i/MUM STRENGTH FOR THE PRECAST PIPE SECTlON SHA[.L mEE~.:'tf:~:JN ADJOINING CONCRETE PIPE SHOWIV ON JOINTS BETWEEN THE RINGS AND ADJACENT PIPE SECTIONS SHALL BE SEALED WITH HENRY'S PLASTlC CEMENT #208 A$7M D 2822 OR APPROVED EQUIVALENT BY DESIGN ENGINEER All PIPE TO BE D LOAD SHOWN IN PROFILE {1350 D MIN) INTERNAf ENERGY DISS/PA TOR NOT TO SCALE "AS BUILT" DATE REVIEw'ED,!) 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DESIGNED: REB DRA'M-1: LB DATE: 07/07/97 JOB NO: DATE • • INITIAL If\ NEW SHEET, REVISED TO CONFORM SOP 98 14.'~r,,_. ,, REVISION DESCRIPTION TO ,-• Q 71 DATE INITIAL DATE • INITIAL ' . .. ' ..1 ... 1 .. rSHEETJ ~ .. . . -. .. , .. . ·········1·· ····-·-··t-- II AS BUILT" Q EXP, /Z.-J 1-"0 CITY OF CARLSBAD ENGINEERING DEPARTMENT . ; ' DATE .'?"! • ' ' ! --~ i :1· ' '.,,,,,: :.i ,, 1 ' I GRADING PLANS FOR: LOT'S 18 AND 19 of CT 94-0fl I I' CARLSBAD RANCHAEGOLAND CAil' -~ STORM ORAIN\ORlvE"WA Y PROFN..£S ' i · . . ! A_PP~%----117,e:__;r~~/~~ BtJ-11.1 CITY ENGINEEC>.I PE 23889-EXPIRES 12131 /97 DA1T I I I i OWN BY: PROJECT NO. I DRAWIN\'it . 10+00 11+00 12+00 13+00 14+00 15+00 / II• ;,e-~-~--~~~-~~_:_·.,_=•~?~ JAMES R. HETTINGER R.C.E. (EXP. 12-.31-00) DATE: SOOJJ5 ENGINEER OF WORK OTHER APPROVAL C1TY >PPROVAL ! ' CHKD BY: C/'Y1 RV'\,/D BY• CT 94-09-03 333 _11\l ' i~ ' ! CMWD 94. l, 7 ,,JI w 2 ,c z (!) z 3 <( a: 0 / ! 6 0 / ., !2 0 ., .. / C ~ < .. ~ 0 z ,-. 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' ... . .. ... ~ . = ~ .. - ~---·- _L._ ' . ·+ ~ .~ ~= DESIGNED: NOL TE and ASSOCIATES E•111r1 / Plar.,era / SUrveyor1 REB 1----------- DRAWN: LB 5"89 DWrY WU RD.,stJITI 3)5, SAIi lllmO, CA. 92123 (819) 27B-931H! OAlE: ENGINEER OF WORK: 07/08/97 . ' ---·- -. . .. ' -... .. . .. . _:::- .. - ' --_ .. ·--- ·- . ... - -····-t·· -~ . .. --:-._ -·--=~ . ···- ---· - -----. . - -.. n,.~ /I\ NEW SHEET, RE'i4SEO SOP 96 14 • DATE INITIAL , --__ _ .~ --··· ---·- . .. -. ·-. ·-·---·-·· .. . .. . ---··-·--. . .... ·- - . .. . .. ,- . TO CONFORM TO - ... ----,---·- . ·- . .. . .. -.- ··-·---·-· - . .. .- --. ,. DATE .. ·~ .:--: ·- ... .. ·- .... ~ .. .. INITIAL JAMES R. HETTINGER R.C.E. (E 7-111-,,, 12-31-00) DATE: ,-, Jl • .24 • : '"iif,• JOB NO: SOO:J35 ENC.NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL .. . ... . . . . .. ... .L -····· - . ..... . .. --···- -· ··- . .. . .. r ,.--:·_ - -. L . - ·---4---- ·-· .:~::: [___ . . ··-- .. --·--- - ---·· .... . _:j••- -I••··- ::=-t-·--;· ... .., .. ., -.. , ~· ' -t··- -=t-- ' .,. .. .. . .. --··· , . .... -·-•·- ··t:: ..-.---- ;::: -- ... ... . . ... .---· . ..... -. ·•· :tlil•·""··· -- ------ ..... . -. -·- · .. . ·- .. . . ,,..._ .. .. --·- :........_-~ . .. ... ·•··· . . .. .. -- .. -·· .... . .. - ' ~- --·~ . - . .... -- . ---·---··--.. -· . . C . . ... -··- .. -... -·. -... ... -- - ··#· -. ' . . -_ . ' . -. --··· .. . ' ' -·----\ - -Ii -=::cl ·"" ,1 I ··-+ ..., .. ~· -r--•- -· - _·_ -:::-: ~-==~-.L: -➔---·~ .... ·"'--··-· ----- ~ .. . .... L ___ _ - .. ------_ _,__ . DATE INITIAL CITY APPROVAL . ·- --·-~. - __ -- f·· e-;:-.. __ , c: ., .. - ... . . ._J:_ I---•-I-- - . - -· .. -I·. . ~ ... .;;,, ··--··:1: .. . .. . ' . --~ ·c ··---'· . . ... · ---4- . .. , ' ----· L-. ..... ~ ; ~ .. -- --.. ..: .. -· -. --·- .. BUILT" ,- RCE ,1 I? s,. EXP, ./ L -:, t-•• IN~ECTOR ' CITY OF CARLSBAD ENGINEERING DEPARTMENT DATE SHEE"fS, 47 GRADING PLANS FOR: LOTS 18 ANO 19 of CT 94-09 CARLSBAD RANCH/LEGOLAND CARLSBAD STORM Off.A!N PROFILES APP li'.i)/ / l ,;, ' ; / / r PU:.:...,, xv,./.• c.,·~ g.JJ-4f11 ( ITY ENGIN~ PE 23889 EXPIRES 12/31 /97 DATE ~:- --·- WN BY: PROJECT NO. DRAWING NO , HKD BY:~ VIJD BY• CT 94-09-03 333-2Y1·/; . CMWD 94-20l Ii I \ ' •.. -- \ J' FL ON PLAN R=1/2" {TYP.} • A.C. PVM'T. MAT'L OVER AGG. BAS£ SHEET S££ ARCHITECTURAL &, ~ STRLICT/JRAL PLAN FOR ~7 2• W£AK£N£0 PLAN£ JOINT AT 15' O,C. RAMP, WALL, TR£NCHDRAIN, ~ &, STRLICTIJRAL DETAILS IN THIS AREA. FINISHED "'-1-Wt.'NISHEO · SLIRFAC. SL/RFAC£ CONCRETE SWALE NO SCALE ELEVATIONS SHOHN ON PLAN ELEVATIONS SHOHN ON PLAN 3.5' ROLLED CL/RB PER SDRSO G-4 SECTION L-L GRA l,f"L LAYER COMPACTED SLIBGRA0£= £LEVA TION SHOHN ON PLAN IN NURSERY · .. -:. -. "i _:. ·:-_:·-·- ROLLED CURB NO SCALE 1 'MAX 6" 2· 2' SETBACK 4• 4' WA K TO OF ACCESS SLOPE TYPE A PCC DITCH PER PER SORSD 0-75 ELEV. SDRSD ON G-7 NO SCALE \ . '•. BLDG FF OR ADJACENT PA V£MENT CRAN P£R PLAN +-~----£./2" PLAN :i-==:i~'=t:::~~ _ _J.2,.1.,~"~"KX-i==~!~~=::.sr- l BEHIND MAINTENANCE f I 30" AND STCRAGE BLDG -, ', 0DRAINAGE 0 ONLY DITCH SECTION K NO SCALE c_ ' \"'--, ·····--,,_ ---··~-- ,fJ \ LINE ' / ' ', FIRE Hl1JRANT PAO'SEE DETAIL SH££t'-27 --- TEMPOIMRY 2X6 R£Dl+'OQO ' HEADER . / _,/ ··,1 ' . X ,-/J:")_",S .. ,._,' \ \ ' ' ' ' ' . \\ ~', -· ,.:--~ ., "J ,,7. -6 .'CJ/.' i ; , , I I i ' i i / ~\---t,..--' ' • I ,'\ i, 1/ \ i / ' I ; / \ i i' Ii ('"' ,,.--· 'I ' I i I/ i ! i ,' /) i .! r I/ , f I I < ' ,1, I I' 1 ' rf I ---~-_, ' -----·-----· ,--~- ~--- ---.Tl?AtL £AS£MENT. ........ --- --~----------~ ·"-..,,, .. , ,, ', / I / / I ' / / i I I I I / i I / / I I I I f ( J / I I / ,, ' i / ' I I /, / / I / / I / / / / i ; l / / / i "~ I <' / ' / I --- CO/VN ... TQ_ 30" RCP/ STUBOL/T ~BWC. 333~ - - 11 i 1:1 i 11 / II / :i I I '! I :i /i! -7_•.:._ ' ,, STORM DRAIN DA TA TABLE LIN£ D£L TA/BEARING RAD/LIS LENGTH REMARKS 191.98' 12" PVC N017 7'58"£ 56.35' 24" *,:. 66"25'19• 22.50' 26.08' 30" RCP N88'42'02"W 223.35' 30" RCP lA--4-+lffi' \ \ // / \ I / / i I i / : i ! . I . \ / / -h---l--l,3'rf' RCP PER / 1/ /DWG. tKf3J. -2Y ' ' / / \✓' / /' · .... / ///, / / ,/ / / / ,/ / / / I ,, \ I / LINE DEL TA/B£AR(NG RADIUS LENGTH REMARKS 78 N81-:Jt'55"£ 37.42' .JO" RCP , F,;.;7:~'9~~N.=-3.=s~~:..8=::'10::..!:..· ----+---:9:-'0.-00~' +-~S.:::6_:.::s.~o7' ---,--=J.==v::.~R:-':c.::..'P ___ _, 80 N21"$3'43"W 20'0.30' 30" RCP "•AS BU IL T" DATE 57 N0177'58"£ 8.00' 24" PVC J•,,,,l,, _ ,_ r ALL STORM DRAIN LENGTHS SHOWN ARE MEASL/R£D FROM INSIDE FACE\.... 1-------~!6•_4,i;-~L_,fN:0:-1_7.;.:_2:;._'.:.;48-=--•,:;'£:::~::::::::::'_8;;_9:;;_·.;;;5._2::;. __ •:~:::_'.;;;8:"tp:_vc.;;;_~_-_1r_-_-_-_"'-+f_-_-_-_-_:r_-_-_-_--tr,:::::;:~~~~=;:=::;:;;;::;;::;:::;;::;:;;;:;;::;:::;;:::;-~DA;,T~E;;;:;-1 7"Pec oN4.''eJAse · .c {3250 PSI}; 95% SLIBGRAD£ COMPACTION; CRACK CONTROL ITY OF CARLSBAD ~ OF STRLICT/JR£ TO INSIDE FACE OF STRLICTURE. I m JOINTS AT 12' MAX EACH WAY,· SAWCLIT CRACK CONTROL JOINTS PER SOILS REPORT. t-----+---+--------------~~-+~--+-~-t---~1-----1 '5 ENGINEERING DEPARTMENT ~ · ' 3. TRACK WALK ALL ALL SLOPES ~::::::±~===~~~::::::::::::::::::::::======::'....'.:::==~ \ / 4. INSTALL AT EACH INLET AND CATCH BASIN A "FOSSIL ALTER CATCH l----t---+----------------+---+--t---1--~--t GRAD! G PLANS FOR: · BASIN ALTRA770N SYSTEM" PER MANUFACTURER'S SPECIACATIONS LOTS 18 and 19 of CT 94-09 , ! 5. WALKWAY WIDTHS, CONTROL, AND STRUCTURE P£R LANDSCAPE PLANS. c,•,itJu ....,,,.0 o"M'CH.' A~,..,., ;111.1n ""Rl C'."O.il0 , i 6 .. -7 PCC ON 4," t'A5e {3250 PSI}; 95% SLIBGRAD£ COMPAC710N; ,,,n . .x1,, ,..,,, ~LLUVJJ,ryu "'" .;ag,, CONTROL ON JOINTS O 12' MAX EACH WAY. --- \ \ I __ ) \ _/ .- . ~ NOLTE and ASSOCIATES Engineers / Planners / Surveyors 5~ DilUrf VDU RD.,sum: "5. .SAN Dlmo, CA. 92123 (819) 218-9'.B! ENGINEER OF WORK: • .,,. _,,_ ... . 7-/4,,., . ~ ,, JAMES R. HETTINGER R.C.E · 156 (EXP_ 12-31-00) O.&.TE: DESIGNED; NLS/l?EB DRAWN: 1----t-----+-----------+----+--+--f------t! ~APEP ~~=~~~~==~B-~-J=/"'fi~= PE 23889 EXPIRES 12 31 97 DATE 7-1•-» N£W SH££T, R£111S£D TO CONFORM TO DATE: 07/08/97 JOB NO; SOOf86 DATE INITIAL ENGINEER OF WORK SOP 96-1<''.hY.tiU• f~ ... .s,~JbP / REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO. DRAWING NO. CT 94-09-03 333-2Y CMWD 94-201 I • / ( ' ! I \ • STORM DRAIN OA TA TABLE LIN£ DEL TA/BEAii/NG RAO/US LENGTH REMARKS '" 46.,, N72"06'57"£ 205.83' '-"" "I e 1r; ·c~ ;'.'. 47' N7315'43"E 109.73' ' i! -I S I(; "C,00 , 49.,, N7315'43"E 196.98' 24" PVC , 50 ~ N44"28'42"E 329.00' 1a· P~ ~ ·-· . _ Oe£t;Tl;/? . -.. -·-__ OEt.eTeO N16"24'06"W 278.12' 12" PVC 58 , 59 N74'46'45"W 22.21' 18" RCP 60 N66"49'27"W 53.78' 18" PVC NOTES 1. ALL LENGTHS SHOWN AR£ MEASURED FROM INSIDE FACE OF STRUCTURE TO INSIDE FACE OF STIWCTUR£ FOR PIPES 18" OR LARGER. LENGTHS AR£ MEASURED FROM CENT£/? OF STRUCTURE TO CENTER OF STRUCTURE FOR PIPES UNDEI? 18~ 2. TRACK WALK ALL FILL SLOPES 3. INSTALL AT EACH INLET AND CATCH BASIN A "FOSSIL Fil TER CATCH BASIN Fil TRA TION SYSTEM" PER MANUFACTURER'S SPECIF/CATIONS. 4. D-lOAD ON RCP PIPE IS 1350-D UNLESS OTHERHASE SHOWN ,,,.·· sH££T 37. PROFILE Sf[/ FOR · -· / I !, \ \ \ ," ~ ' ' I \ 18' 6' PCC SIDEWALK--..._ TYPE G-2 \ CURB tk --,:::211'::_:n )GUTTER-2,r _ 18' TYPE G-1 CURB ONLY. TYPE B PCC DITCH PER SDRSO D-75 CL El V ON PROFILE AC PAvf:MENT ANO BAS£ SHEET 37 SECTION NOT TO SCALE ; ./ \ . '• ! ,: t: V ------· \, / I , I, V I' ,! \ )/ / I / ! / ; ! ' . // / / / / ' I V l /' '1 / / / ' : ii / " / i1 ' \_ \ \ ' ! ; r ' ' >'.' /..;() / ' ,5. / I I \ SCAL. '-• DRA'iffi: ..a NOL TE and ASSOCIATES ..... Engineers / Planners / Surveyors --------t 5469 KEARNY VIW. RD.,SUI.'1'£ :IJS, SAil DIIOO, CA. 92123 (019) 278--'392 DATE: ENGINEER or WORK 07/08/97 / / / / / I I \ I . / I ' i ,._, I ! I I / (1 ( //7_-,· .;> • ,r \ "' -f. ,..) ✓-' ' , )\\';'i ' \ l 1 1 i ' ' ! : ' i' \ ;' "i ~-· ·, ' \ 1 ' . ' \ I' './,,_: .J-: ' \),\ \ \ \ / \ / " \\ ' J / /, / J . ' ' . I ' / / II AS BUILT" EXP, I l-J I-&>., DATE ;J,'y-"4' DATE ~ ITY OF CARLSBAD ~ \J----+---l------------------+----+--t---t-----1 ~ ENGINEERING DEPARTMENT L±.:__j ~:;:='...'::::::==============::'....':=~ GRADING PLANS FOR: NEW SHEET, REVISED TO CONFORM TO SOP 96-14. ~~If NA/r ./II I .A LOTS 18 and 19 of CT 94-09 CARLSBAD RANCH/L£GOLAND CARLSBAD DWN, BY: ....,.-r---PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL, CHK BY: M--, CT 94-09-03 333-2Y ""', ?. '?-1•-!11 JOe NO, REVISION DESCRIPTION · RV D BY---, \ ,. ~~==c---,;.,;c~-~ [E:::N:Gl::.:N:EE:::R...:O:F_w:::o:R::.:KL ________________ .J.□:::.T:.:H:::ER:_:AP:_:P.::R:::.□V:.:A::L.L..:C::.:IT.:.Y.:.A::.P:.:PR:O:.:.V..:AL;..J..=:::::~=·===:..::========::::.::====::::J JAMES R. HETTINGER R.C.E. 317 rr DATE: SDO.JJS \ L....C-------=..;.._ _ __;_ ____ ___._ ___ _. ,, ,1 I I i l',,_'1_' ,, ! 111 i:I !'I iii •I i 'I :1 l1 _, 11 ,, ,, II :! 'I ,, ,, ' ' '' CMWD 94-201: " ~ in ... I " <D >" ! • "' • b ll' ? t E "' ! 5! f -!i ~ I "' ill ,-. " ;;- " C 0 -,; f ... $ MODIFY EXISTING STORM DRAIN INLET PER DRAWING M-1 "ASSUMPTION OF RESPONSIBLE CHARGE" z: <t:: a::' O: :;;; ' ' ' TIE INTO EXIST SEWER MANHOLE PER DETAIL 1, DRAWING M-1 is' ': f-en-~· o' ~: C\/, X 11'~-------,- W APPROX. 18 L.F. 11 OF NEW 4" DIA. 1,1 PVC PIPE~:I: 1,1 : SEE NOTE 4 11: 1,1 '11 SEE NOTE 1 11 ' ' 1,1 ,,· . ', :1: I , \Jd -~ I -' ·• f ~... ,,: • _ -S SEE DRAWING E-1 -• & ""'"' -r----+-...:..-----,------,------t,--<---.. (-~i··~;~~~:,::: 1_ -~:---;::,-'.~ ,.--,. lil. FOR CONTINUATION ,E?"ce~to ••· -----JI& ~~~~;;} _-ei-i~ IP\ ¥7 / , "' ~ 111 \c:-:----~ --~ z ~ 0 :;;; : a:: ~ ' ~ 0 ~ X w 2'-6" (N.T.S.) (N.T.S.) ~ SEE SHT 32B FOR DIVERSION SUMP PLAN AND SECTION NEW 8" DIA. DI PIPE BROWN AND CALDWELL "AS BUil T" : l . ' ' NOTES: 1. 2. CONTRACTOR SHALL REMOVE SECTION OF FENCE AS REQUIRED FOR CONSTRUCTION. CONTRACTOR SHALL INSTALL NEW 4 FOOT WIDE CHAIN LINK GATE AND ANY FENCING THAT WAS REMOVED OR DAMAGED DURING CONSTRUCTION. NEW FENCING SHALL MATCH EXISTING FENCE. CONTRACTOR SHALL PROTECT, IN PLACE, EXISTING IRRIGATION SYSTEM. CONTRACTOR SHALL REPLACE, IN KIND, ANY DAMAGED ITEMS. 3. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND FIELD CONDITIONS PRIOR TO START OF CONSTRUCTION. 4. CONTRACTOR SHALL SAWCUT EXISTING CURB AND GUTTER AS REQUIRED FOR INSTALLATION OF NEW PIPELINE. CONTRACTOR SHALL REPLACE, IN KIND, ANY CURB AND GUTTER THAT IS REMOVED OR DAMAGED DURING CONSTRUCTION. C-4 [siIBE'rl CITY OF CARLSBAD fsiifflsl t----+----t--------------+---+----+--+--~ ~ ENGINEERING DEPARTMENT ~ ;=~L~E~G;:;OLAN~~D:::',W~A~S~H~DO~WN~~D~IVE~RS~I~ON~S::;:;Y~ST~E;:M:;::::=: SITE PLAN - 3 As of OCT 31, 2005, I hereby assume responsible charge for design changes to this drawing. h w-7 RC£# f'fCl.1~ Exp: ti.$()/,,~ WARNING 0 1/2 1 ,,, Jl ~ DIEGO l---~~~2f----s~---=----:-;-1·'.7=-~ ------1 SIJBNfTTEI> n----, o,,m I I fl/ o -c NAME I Firm: BROWN AND CALDWELL Address: 9665 CHESAPEAKE DRIVE, SUITE 201 SAN DIEGO, CA 92123 Telephone: (858) 514-8822 Fox: (858) 514-8833 PROJECT MANAIER A,, RO,co oY: GLcNN I, IUM SY ------..a..---..;;,-;an..,.,.--- F THIS BAR DOES L _ _:""""""":=::=----:=,=======-=~===----r.ww.,wr;-,;:;.-------------1-----,;-~=-+----::::;;;-;=~=-=:-:-:::-::::-:--::::-::=::c-------+--_j---+---t--_j 1,✓,;iY.~~/~~-~-~~~,c;,~~ ,-~*' ~~~/~---NOT MEASURE 1" 1 CITY ENGINEER-"f'E 51274 """ 9-30-07 THEN DRA'MNG IS OWN BY: ~ PROJECT NO. NOT TO SCALE. SCALE DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL ~:; :~· • -CT 94-09-03 W AMO CAW\iw. DATE: P.E. EXP. DATE DATE: 1" = 4' REVIEWED BY: 17' RMK NEW SHEET FOR WASHOOWN 01\IERSION HORIZONTAL DATE INITIAL VERTICAL NONE REVISION DESCRIPTION INSPECTOR DATE ENGINEER OF WORK DRAWING NO. 333-2Y a_.___ _______________________________________________________________________________________ _J C ~ ~G') )> (,,.) Ow .,, (,,.) ~. '-IN -< ' \ \ \ \ STORM DRAIN DATA TABLE STORM DRAIN DA TA TABLE \ LINE DEL TA/BEARING RADIUS LENGTH REMARKS LINE DEL TA/BEARING RADIUS LENGTH REMARKS <..'.) 5 0 .., 0. <..'.) 0: w "' "' z " z '< <( er D ,, u u ~ 0 / 0 0 / <D co 0 u w ,, C ~ ,_ "' ~ w z 0 z w ,_ < \ \ ' \ ' ' \ \ 41 N29"59'0J"E 359.70' 18" PVC 77 08"/6'/2" 200.00' 28.87' JO" PVC ,, 66~ N60-00'57"E 69.25' 18" PVC 81 Nll"/2'44"W 350.00' 24" PVC \ ' ,,,. 72~ 37"23'50" 45.00' 29.37' JO" PVC .,, 73 29"47'26" 300.00' 74-N/6'44 'I 7"W ,, 76 N73"15'4J"E NOTES 155.98' 88. 77• 207.87' 18" PVC 18" PVC JO" PVC SEE MATCH 1. ALL LENGTHS SHOWN ARE MEASURED FROM INSIDE FACE OF STRUCTURE TO INSIDE FACE OF STRUCTURE. \ ' \ \, ·t· ?"AD . 164.70 I ,1' / 8 PAO 168.65 Y-15_2 __ _ :::::-,::: EXIS77NG EASEM NT FOR WATER · a. PIPELINES iND APPURTENANCE!$_ • ,~v 0 CMW PER F /N 83959 & 839ro---------£, 0-RE,~'AY I 1961 TO 8£ ABAN ON£D~\~ ~ ~ ' ,.,.---._ 1 ,~i;1i \ \ . PAD • 1 c,1 20 \ \ \ .) . ( ""-·~-· I "£ I'"\ \ I'"\ ) -I / I . -----• \ . ~ "' 1--:, t:. ~ :/ I ¥ _...s ,. ·o 154 -·-i- I I I V'; . .,. - PAD 152.20 SEE ii/ "- \ \ \ \ ----- \ \ \ 2 ~ J ~ \ \ \ \ \ 0 \ ,~~ \ \ 3j\ \ SHEET \ . ' ~Q ' ' ~~-\ \ \ • • \ ,~'I- \ \-a \\0 \ \ \ \ ,;~ \ '"' • ) \ / I f \ I I I / / 146 / ,i6 144- 142 '\ I' fl PAD 152.20 \ \ I \ I ' ',,/ ! ' .. \ \ 42 ' • 1\ UN£ I·\ 1"" ".s: ~ ---~ (~' i o> ~ \ . -'.so' \ \ . ' \ \ \ \I \, e '-'- / \ ' ' '- "- . I "'--, I t~ __ _ i \\ \\ \ \ \ \ \ DESIGNED: PAD 159. 90 5[[ N ri... NOL TE and ASSOCIATES NLS/R_t:_B ._ Engineers / Planners / Surveyors L 0 '~A""~· __ _J 546ll KEARN: Vlll.A RD sum: c\05 SAN DIEGO, CA. 9212~ (619) 278-9392 DATE: E'%1NEER OF WO~,<, 0 7 /1f /9 7 41 DATE INITIAi tNGINEER OF WORK 8 / PAD 159.90 \ / "', / 8 '\:, \ \ / / / / \ \ \ ' \ jJ ' I \\ · .. -_\ PAO . 159.90 ., ' \ \ ' . ' / \ \ \ \ \\ PAD \I 159.90 : \ \ ) " / \ 8 \ ' 156 •. ~--...----- 154·~----~--,_...>-"il'..-'6,._,,-----. ,29+14.45 LIN£ C · CL YP£ A-4 CO RIM 15p.5J ' • \ \\ I I ~><-'-:--154 __.;>,--'-/52 ···PAD 149.90 --IC-/ • • \\ \\ . \ , -----154---1 I ---155·--~;__--j ! \ \ • \ \ \ \ t ' \ \ ' ' ~~ \ \ \ r,; -------------------. I • • II AS BUILT" DATE GRAPHIC SCALE / o' 10' 20· JO' 45' 60' 90' i 120' REVISION DESCRIPTION SCALE.· 1 •-JO I [SHEET] L£_J CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: DATE ~ l_£_J LOTS 18 and 19 of CT 94-09 CARLSBAD RANCH/LEGOLAND CARLSBAD ~ \ \\ ""L----------------------------------------;_ _____ _,; _________________________________________________________________________________ ~~~~~~~~~~ CMWD 94-201 ' w ...c vJ vJ - ~ • ~ "' .... ... ~ ~~ ~ • "' • " " ~ •• I 0 ; • • I;: "" .e ! < f ~ m ~ I "' m " N ;;- " C C 0 "' i .... $ I I I I I I I I I ;/, 1i\/ I I / ;! CAUTION : EXISTING IRRIGATION IN THIS AREA.. SEE NOTE 2 SEE NOTE 1 EXIST 12" DIA. STORM DRAIN - ·,, ;Ji /\ SEE DRAWING E-1 L_.. _L FOR CONTINUATION ~:---1c---1c--•--•-<~•--<---r-g,_O~ . "ASSUMPTION 0 ' 0 <:') OF RESPONSIBLE (N.T.S.) i 'I' 11 1,1 'I' 11 1,1 'I' 11 1,1 111 11 1,1 Ill I IVAPPROX. 30 L.F. :•1 OF NEW 4" DIA. 1/ PVC PIPE 1,1 111 11 1,1 111 I I 1,1 111 11 1,1 111 I I 1,1 111 11 1,1 'I' I I 1,1 11 ' CHARGE" As of OCT 1, 2005, I hereby assume responsible charge for design changes to this drawing. /..__. LJ M , RCE# 4'ftJ:1' Exp: '!/JtJ/,, NA~E ' 1 frm: BROWN AND CALDWELL Address: 9665 CHESAPEAKE DRIVE, SUITE 201 SAN DIEGO, CA 92123 Telephone: (858) 514-8822 Fox: (858) 514-8833 z, c?. ei'. :::;: ' a'.; o: f-(/) <{ 0 ' MODIFY EXISTING STORM DRAIN INLET PER DRAWING M-1 NEW 8" DIA. DI PIPE '----SEE SHT 32B FOR DIVERSION SUMP PLAN AND SECTION TIE INTO EXIST SEWER MANHOLE e E P RD TAIL 1, DRAWING M-1 ~iUFESSi!¾ WARNING BROWN AND CALDWELL ~ y,. F Air~,: _ ~.DIEGO 0 1/2 1 r.) ff -I_ ,~-I , , --~ ~ ' ./L-_ -~ I< DATE: r I I.,.., OJ "' -'-.,_mo, /s ~ , ...• _CT lilAN.-. 1..i . C.9036 ; -&& .... ®™ DATE: IF THIS BAR DOES -"""' Exp. 9/30/06 NOT MEASURE 1" '%-1-crv11-1~-+;-"' THEN DRAWING IS HORIZONTAL 1" = 4' IT c~• NOT TO SCALE. SCALE VIER Tl CAL NONE EXIST 30" DIA. STORM DRAIN - ·,X "AS BUil T" P.E. EXP. DATE REVIEWED BY: IA RMK NEW SHEET FOR WASHDOWN DIVERSION DATE INITIAL DATE INITIAL INSPECTOR DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE NOTES: 1. CONTRACTOR SHALL REMOVE SECTION OF FENCE AS REQUIRED FOR CONSTRUCTION. CONTRACTOR SHALL INSTALL NEW 4 FOOT WIDE CHAIN LINK GATE AND ANY FENCING THAT WAS REMOVED OR DAMAGED DURING CONSTRUCTION. NEW FENCING SHALL MATCH EXISTING FENCE. 2. 3. CONTRACTOR SHALL PROTECT, IN PLACE, EXISTING IRRIGATION SYSTEM. CONTRACTOR SHALL REPLACE, IN KIND, ANY DAMAGED ITEMS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND FIELD CONDITIONS PRIOR TO START OF CONSTRUCTION. C-2 ~ CITY OF CARLSBAD ~ A ENGINEERING DEPARTMENT 7 LEGOLAND WASHDOWN DIVERSION SYSTEM SITE PLAN -1 ~VED BY: GLENN l. PRIUM d f ~14<.~~ ~ ~274 t# 9=-»=o7 lljie,G,.. 'l ATE OWN BY: V PROJECT NO. DRAWING NO. INITIAL CHKD BY: y' "i I_, , CITY APPROVAL RVWD BY: IV CT 94-09-03 333-2Y a.~------------------------------------------------------------------------------------------------------------------------------------------------------' a: I .. cc C / u 1il 0 / 0 0 / ~ -0 ... .. / C :t ,-. .. 0. ~ 0 z ,._ "' ' .... 0 ' .... 0 \ \\ \ \ \ \ \ \ \ \ '· \ \ \ \ \ \ • \ ,:>"/ \ ,'// .. . \ ~ \ Sf¥£T \ \ \ \ \ \ \ \ • • ---+----'< 32 r .. -...... ----·--·v----\,--·---------v--·· ------·v \ \ \ \ \ \ \ ' ' \ 1 ® ® SE'£ MATCH 164 ---,sa 0 / \ \ ' ' ---:=.=:::-:;----, ___ , __ ------~ --=-~---------------7·· . •\ -----,-" y , .. ,---"~---' \ \ \ \ \ I \ I r \ .,.. ,_,/,.,.-------·----------·-, ---l •.• ,l.., •..• ' ' I I I i i ,4~ •• A -l. . I ' \ / } \ ..,,\ < \ i( ---\\ ~ "<5:! I 'I 0,1 - (). 158 () ) X /,j I ,\ \. ' ! i •, ( >:. .• 1,,-, \ ·, / I ~ \ 4 I \ \ \ \ _J I \ \\ \\ \\ \\ ~ \\ \\ \\ \ \ \ \ \ -----,1,,,0 \ I \ \ \ \ \ I .. -\ \ ,>., \ \ \ '\ \ \ \ I \ \ \ \ \ \ STORM D, 'AIN DATA TABLE LIN£ D£L TA/B£A/,?ING I 1/,DIUS LENGTH REMARKS 76 N27"54'34'4 394.17' 1s• Pllt:' ,, 77"' N15"26'34"W 100. 77' 19• Pllt:' ' NOTES 1. ALL LENGTHS SHt»IN ARE'iMEASURED F1?0M INS/OE FACE OF STRUCTURE TO INS/OE FACE OF S~CTUR£ 2. FOR PIPES LUG(io INT{), MAIN LINES, PIPE L£NGHT SHOWN IS FROM MAINLINE CL TOi INSIDE ,i""AC£ OF STRUCTURE 3. TRACK WALK AL4 FILL st..OP£S 4. INSTALL AT EACH INL£T1AND CATCH BASIN A "FOSSIL FILTER CATCH Bl4SIN FILITRATION SYSTEM" PER MANUFACTURER'$ SPECIFJCA TIONS. \ \ ' -' ' \ \ I \ \ \ \ \ \ \ 16'9 __ _ ' )I ; ?'/,] \ ' ' ( ··\ \ \ I I i 1 ' I I i / ) i I I j J l ' ' I ( ' . I 1 1 ,I i I I ' // / I I i / I I -·~---~\ \ \ I \ I I '. \ /t \ ' ' , I I , ". /// //!) l I ! ' I I i .I i . j /, I I j . i /i' , ! f ,, I i , , ( I • ' ' I ' I ' I I '-, / i I 'I ! i i / I'-' I i i ·1, I . ! j\ ! i !i 'I I ' / I I i I I / · .• () . '-\ \ ·--. I' . ,, ' . ! ' / y n A • " -"",--,s2 ,. ,-, \'. \ \ \ I ' ' \~ .I DESIGNED: NOL TE and ASSOCIATES ~~5,fR£B Engineers / Planners / Surveyors • (EXP. 12-31-00) DATE: DATE: 07/07/97 JOB NO: 500186 1 I, ENGINEER OF WORK: 2 5<t69 11WY lllU. IU).,sun'I 305, SAIi DIIOO, CJ.. 9Z1Z3 (819) 276-t38.2 . ' '\ \ \ \ ' -·--· ... -... ·----·· -· £)(/STING EASEMENT FOR WATER PiP!iLINES ANO APPURTENANCES TO CM F 8395 REC MAY 15, 19, '£ ABANDON, X /5;;,: / \ -- '· \\ • \ "\ .. ,, \ '\ GRAPHIC SCALE 10' 20' 30' • • ·-... . ..,_ \ 60' \, It RCE Jt1 .r,. "AS EXP. REVIE',,IED BY, IN 1 i')I' \ 10320 1 C.A 11A I 1:1 SHEET I ~----1--+---------------t------t---t----t,---t '' 42 ENGINEERING DEPARTMENT 1---+---+----------------+---t----=;.::.::.::.::~~====; I GRADING PLANS FOR: CITY OF CARLSBAD [~J LOTS 18 and 19 of CT 94-09 11---+-----J-------------t----+--+---+------1 _I CARLSBAD RANCH,/t.EGOLAND CARt..$BAD 1 PROJECT NO. DRAWING CT 94-09-03 333 2 CMWD 94~ I !I I I ' I (9 ,; 0 "' .. Q_ (9 a: STORM DRAIN DA TA TABLE LINE DEL TA/BEARING RADIUS LENGTH REMARKS . ·. 82 N1172'44"W 259.87' 24"··PVC ,-BJ~ NJB'J4'58"E 192.05' .. 18" PVC --. . NOTES 1. ALL LENGTHS SHOKN AR. MEASURED FROU INSIDE FACE OF STRUCTURE TO INSIDE FACE OF STR-ur;;'f'-l!_'RE. . 2. FOR PIPES LUGGED INTO MA,•""-,•11:-s, PIPE LENGTH SHOINN IS. FROM MAINLINE CL TO INSIDE FACE OF S •• ••. 3. TRACK WALK All. FILL SLOPES --· ~--' 4. INSTALL AT EACH INLET'ANQ CATCH BASIN A •~ FILTER CATCH BASIN FICTRATIONSYSTEM" PER ~ I I MANUFACT/IRER's SPECIF/CATIONS. "'--~ / / ' / ' I f I / / ; I I / '/ • 0 .~ -., /-·-; ·I / -/; \ I . \ I /• ,, I ~ /~---,, 0 0 ,, <D <Xl 0 " "' ,, C ± ... "' 0. ,._ O> ' --' ,._ 0 ) / .·.:/_ /. / · .. ·. j ½ ---/ 1/ 182 - ---- I, I // . I I /; I i I /1 I 1/ I ' w /1 I .. -. ·- ;','\·\--_\\ \\\' ,, \ .. · ' '· -'.'\· . . ;,:· '\ '\ \ '8.'47'34"E . 37~PVC I I :;<o \ / . I ' I // / I ,16 / ' / ,1 A- I / /' . --i .. _cc=-<:,_----=---~R=554.00' -RW--·--~. ---------------= ~-~---:""---------::,:-:. -- f .. ' ""'"'"{ . f I I . j < ) . \ '~--\ ·-~---\ I ' '' .. _ '--\.' / ", \ \ . ' \ ' \ ' ¢::;'.::::-// 200,, Ii r1 -\¼"· j \ ,!_~/ J II;· -# I /I. I // I ;I/ 1/7 1/! j . I / 9 a ./ -.. ,./Z11·P. <;::£::: ... r ~ ·=-- I I f I~ " I I ....__,,,9 -f-r1---t---l ---1-...:::: .. .. ,11~ I (XIST HIGHLINEf) ~AID?~ I I TO REMAIN IN SERVICE . · -·-. SEE GRADING NOTE,38, SHEET 2 I 'To BE ABANDONED -~--, I I / / / ----------c--"l''XfST/, cAstMENT FOR WATER PIPELINES ANO APP!t7flTENANCES --===\;:::--, \ ·.-.. \ \ TO CMKO F /N 83959 J/ 83960 REC MAY 15,' 1961 TO BE_ ABANOON£0. .. ,/ ,-'/ I I -----------.... ·--~- .... --- "'•---__ .,,-----·----·--·--- --------. / I 1/ • ' f I I I _1 /-·-- !, ! "; I I .· / // fo " i I ~ ·/ //._ "- / (,. I ·,•------ \\ . -- / - ' I I j I i · GRAPHIC SCALE / / / / / / / I / / C ·, i I / '-, .-I ,/' '"!5 '/ I ii II I I. ' \ I \ 1! 1 II I I 11 I ,I 'I " 'I ,, 'I I ii ,I I I .-' 'I I ... / ___ ,,,.,, / I I / I' . ' i: I ,, !' O' 10' 20' JO'.. 45' 60' 90' 120' liiiiil!!!!!!!!!liaiiii~!'!'5iii;;iiiil!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!l.iiiiiiiiiiiiiii I I "" . -~. ,!-. ./' ----------. ~ r-----------------a.--,.-, "AS BUILT" z. -4 ... ,,, DAlE , -~--~\\~\:i'--;,'-Y SHEET / / ' / N ~ NOL TE and ASSOCIATES .. Engineers / Planners / Surveyors 5469 llARJiY VlLU RD.,surn: :t:>5, SAN Dlf:GO, CA. 92123 {6l9) 278-9382 E.NGINE.l:.R Of WORK: DESIGNED: NLS/REB DRAW'-1; DAlE: 07/11/97 )I.. JAijES R. HETTINGER • .E. 31756 (EXP. 12-31-00) 97 JOB NO, S00186 ,,..,,,,,_,, DAtE fSHilll CITY OF CARLSBAD ~ ---+-------------------1---t---+-----t---1 ~ ENGINEERING DEPARTMENT ~ t-----i---:::===-=============-===:::::;; DATE INITIAL ENGi NEER OF WORK NEW SHEET, REVISED TO CONFORM TO SOP 96-14; REPLACEMENT FOR SHEET 16. REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE I ITIAL ---i--- CITY APPROVAL GRADING PLANS FOR: LOTS 18 and 19 of CT 94-09 CARLSBAD RANCH/t.£GOLANO CARLSlilAO ' OWN BY: CHKD BY:~ li<V'wD BY~ s-11~111 97 DATE PROJECT NO. DRAWING NO) CT 94-09-03 333-+2Yi ~ ? i /; 1 I / o.L _______ ..;,...;,. _____________________ ...;..;.._;_ ________ ,+ __________________________________________________________________________________ ._ _________ ~~~=~~~~~~ CMWD 94...J.. 201 ' ---------,c , \ GRAf'H/C SCALE o· 10· 20· 30• 45' 60' ----------- ' ' ' I I I -- / / / Ir, r ~D ',, i1; i I · I! -----,"-. LINE 61 62 63 N07'ES ',. ' i i I i ·? ! [;f~-. STORM DRAIN DA TA TABLE DEL TA/BEARING RADIUS LENGTH REMARKS N30'01'44•E 74. 78' 18" RCP 24"40'39" 90.00' 38.76' 18" RCP N54°42'23"E 75.10' 18" RCP 1. ALL LENGTHS SHOWN ARE MEASURED FROM INSIDE FACE OF S'vl?UCTURE TO INSIDE FACE OF STRUCTURE "AS BUILT" 2--+-!) • 1 DATE 1 II 1---------------; :1 ' I ,;CE3 (7.fw EXP. f'Z.-J/-Oo ' ' MIT '•·,.,, r====r==:::i-===================+===+===l===+==~r,1::;➔.;: A~I ~C~I;;;TY;;=O;;F;:::;C;;:A;:;R;;;L:::;;S;;B~A::;;D~5~HE~~TS~i .,.,,~? ·II ', '-:=~T::::.-=::=::E::N:::G::IN::::E::E:::R:::IN:::G=D::::E:::P::::::A:::::R:::::TM::::E:::::N::::T=='...:::=,f.=7===: '-,l-----+--+---------------+---r------t---r---~---1~ ' I . LOTS 18 and 19 of CT 94-09 'I•: 'Af?LSBAD RANCH/LEGOI..AND CARLSBAD I ,I w ~ z "' ~ < a: 0 ., " " ~ " ., 0 0 ., ; 0 " .. ., ii j; I-< " ~ 0 z ,.._ a, ' 00 0 ' ,._ 0 w I-< 0 .; ... .. \ ' ', \ \ \ \ \ \ \ \ \ \ \ \ ' \ ' X /8J8 ',, \ \ \ \ ' - \T \ \ \ ' //j/ 4 \ I \ \ - \ \ / \ \ -S B9'58'16" A \ ' \ \ \ \ \ \ \ MAP Y 7739 >< ,:'8/ :J ,:_ //f-', ,6'b \ ' \ \ \ A \ \ ,\ \ B92,06' \ X //j'/_ / \ ,, \ :x. :' \ ' \ ' \ . •-\ \ I \,, \ I ' \ .\ \ '\ (\ \\ \ \ '•.'"'-. \ \ \ \ \ ·,://6' \ \ \ ,, \ \ I \ ' \ \ \ \ \ } I \ \ \ \ I / \ \ ✓-. -- X /-",,,2 / / 7~~. J \'\ \ \ \ . \ ' \ \yJ,:f_f · .. <,j rJ ./> I .,,.-:.,--, 1 \ ' ( j \\ ...:_.,/ . ' \I J, \ \. I I ' ' .\ .\ \ -,. !/92 =27 '46 '59 • ~ -----\\ --- \ ,.}-______ .,---~ - I ', --····· -·· ·-"·· -"-~"'__ _,__- ' J ------\ ,_ ~--'~------\" 2% MIN ' \ \ I I ' \J V f 71 :::- \ \ .. -••c· _,,.~ -,' - ------, \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 'I;.,\ ---1' ~ \ !,,-••· - .A . -· ---, __ ,,..,..-• \ ~\ "= \ I \ \ \ \ \ \ ' ' \ \ \ \ \ \ ., \ ,, '. ~,,-----. . \ ,/,. . .::..: ... ' (lRN'Hl(i SCAi.t ~-'"--------··· ' o· 1'/;,/' 20· 30' 45' 60,' ---------·-·------- -,; . ---· -· -,; · HEET 45 ' ' -'sCAL£: 1 "= 30' \ \ "AS BUILT" ()« --.,_ ·•O'; .._ z-4--, / ' Q RCEJIVw EXP. /t->I-.._ DATE ,l-J.v~, DATE CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: LOTS 18 and 19 of CT 94-09 . CARLSBAD RANCH/lEGOLANO CARL~D ' ' \ \ I ! I '' , I I' "i I! .., Q, 0 0: ,,, " " • 0 ,,, 0 0 ,,, .., ., 0 " • ~ UJ z 0 z r-- 0, ' "' 0 ' " 0 / ,, / ,'/ / / / \.., ____ ,, .,,- / ' ,' ,/ ,/ ,I ., ;, ' / / /,,, i/) h ... , . /// "1/;_',f ,,, ,,v // _,,/ /i ,' 1/ / '' \ I \ // ,, \ ) ! / i / I / i / / I I I I I I f/-< u : ' ' // ,.(I / \, -' / / 1 I ~ / I i I ./ \ ·-) . -~ --· 7 ---w ----~- \ ' ' \ \ \ \ \ --/ / / / ------------~----------------·-------------__ , --------------·------------· }\ II \ ': ... ~-!.:_: __ ~_-:---.. I ' ' ,,, . "\ ', ', ' I / \ ! \ I '1 OJ \ \ \ ··~- ····-. .'\ ( ', ' 71,.: ~t-<· '"'· .. : \ -,,;+,JT ' ".'.'_,_,:_,.,_:_: ,, "''1" "" '··,,,,, "'·, ' ··,,,, ' '' ' ' ' '' ' ',, 90 \ ' I \ ' ,, \ ', 2: 1 -,.,,-_, __ / ,---•• w· SHEET -------""--~ REMO'IE .Ae' BERM/ .. -~ I I \ ·-_--t !-~-/ J--,--, .,--,,. ,/ / JV}f j / / i i / ' " / / / // / / ...;...-,..--1 ; -::;_ -,---_, ! r { ' i I / / /!/(!) :; Ayl ~ ' j .r;) ,7 ; ,,.., /1, / _/ f i .,._./ ; i (.')' /--+-; ! i \ .. // / DRAINA,G£ EASEMENT TO CITY OF CARLSB1 PER DOC, No. 88-463313 REC. 9-15-88 • I ; ; , /<//,/ _// ) i ' Y) ( , i i . I I / .,,.- / / lio. 31756 E!P. 12-31-00 N~ NOL TE and ASSOCIATES Engineers / Planners / Surveyors 5-'1-69 KEARNY V1W.. RD,,sum; 305, SAJrl DIEGO, CA. 92123 (619) 2'16-B392 ENGi El< Of" WORK: -ft ,,I'-. ··-jAMES R. HETTHIG£R / / / ', I DtSIGNfO: Jf?H,/REB DRA'M'>I; DATE: 07/08/97 / DATE / / / / / / i INITIAL / ENGINEER OF WORK i / / / / , NEW SHEET, SDP 96-14 / / ,'\ \ \ \ ___ _ ~\ / // / / I I \ I \ \ \ / I I \ / ' \ I . \ \ I I I \ \ I I I ' \ \ . \ \ \ I \ \ \ \, I \ \ \ \ I, \ I I, I I I \ \ ' \ ·, \ \ I ' \ \ I \ I I \ . \ \ \ I \ \ \ \ I \ \ i I I I I \ ; ' \ \ \ \ I I \ I I I I I \ \ \ ! \ I \ \ \ \ \ I \\',::)\ I \ I, 'C:~. ' \ I I I \ I \ \ \ \ \ /, \ \ \ \ \ I \ \ \ \ \ I I I \ I \ \ \ \ \ \ \ \ \ \ \ ', \ I \ '· \ \ I I \ I 1 \ \ \ I I I \ \ I \ \ \\ \\ I \ I\\., l'. \_ \' I I \ ; \ ; \ \ . \ I \ '· I I \ \' \ \ \ ' ··----\ \1 \ :::: :::: :::: :::: :.:. \ I / // / -Jlj\:----::1---:L-/~~7/----::. 7. ~~7----~~-:-:7 / / / , ·-r / / \ v/ ,/ / ---- /_--/- -7\ \ / ----\ / ,'' ' ! i ,' ,// .,✓ DRAINAGE EiSEMENT TO ,CITY OF pARLSBAD \\PER DOC. No. 88-4.63313 REC./9-15;,88 \ \" /, ! i ,' // ,,\\ I l / / /' /-• ,b""\\ / / I f • / • 2: I I , ' --:--f-~,,. REVISED TO CONFORM TO ... 7}. DWN BY: DATE INITIAL DATE INITIAL ---· .,.. . ------- ----- - \ : ---'·· ..--I ! ! l I f &. -:---, , /0:_ I_ -·-t i i I I ' PROJECT NO. DRAWING NO. REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY:~ RV\JD BY1 CT 94-09-03 333-2Y CMWD 94-201 • "' / " " " 0 / 0 0 / "' ., 0 " .,, / C w z 0 z w ... .. C) "' ... IL \ ' \ \ ' \ \ / ' / \, \ ' ' ' ~~! : . ; ----- ---- \ \ I \ ---- I \ ,,., I ' \ I \, \ ~ 1,\ \\\ \ ~~ " ' \\-\ \, \\ '• \ \ ' ' \ ~·, \ \\ \ \ \ \\ " \ \\ \\ \' \\ l\ \\ ii \1 \ ' \ \ \\ I\ \\ ~ _,,__ -__:,.... ____ ....,,. \ ' ' \\ --\ \ \ \ I \ \ I \ \ -,,;..:: -- ------------------r--------- \ \ \ \ \ ' - -----··,.__ ,. ' .. -' --'-<--.>..;, ' ' -t-- \\ \\ ' l ·~ \1". 100 .-.,;· ---;;-··---~------~-~ I I -; -- 'i-,', \\ ',' 't \\ \ I ' I ' Ii __ _ . _, ' /-.,/.,, --~----------r---------/ ' ' --------J~ ---'I'"" --;I_ "._, "· 57 ---------- w - \ \ ' ' ' ------... I --L...-.i,_-------r /. ------------•· .,,,,-· --···· ------------------ ,'\/c1; J ,,y,, ,, -· .. _,, -- 90' SCALE: 1"= \ ~---- ' f-~---- --------_,:,,; :,__. --__ ., ----.~_---:_. _..;;;----------- ----------- --------, . --___ :·-,:_'?, ....:;_; ___ _ -----=-- ' ' I ' ' ' / " II /II ,I/ /i II 11 I !' 1/ I -- - I I \', 'i '; I '' '' 1 i \i ·'1 · 1 / / t I /1 I i / 36" /?P. ';£q P£R HG J. J,,.l2V I ' ii I ii /,/ ' -·-·-----\ -. • -__, _/1 ' / \ \ \ fl AS BUILT fl DATE I ,,I,, / ' ½1----+----+------------1---+-------1----'--l----11fSHrn1 7 ITY OF CARLSBAD ~. ;::L±u===-::=:::::::EN:::::G::::I::::N::EE::::R::::I::::NG:::::::D::::E::::P::::AR:::::T::::M:::E::::N::::T==~~=:::+=: 59 --------- --120,-- • -1 N ~ NOL TE and ASSOCIATES a.. Engineers / Planners / Surveyors 5469 KURNY VIlJ.A Rfl.,$1JJTE 305, SAIJ DD&O, CA. 92123 (819) 276-93112 GINEER OF WORK: 7_,._, HETllNGER R.C. 1756 (EXP. 12--31 -00) DATE; -~-- DESIGNED: JRH/REB DRAWN: DATE: 07/11/97 JOB NO: SDOJJS ENGINEER OF WORK NEW SHEET. REVISED TO CONFORM TO SDP 96-14 DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY 'APPRDVM GRADING PLANS FOH: LOTS 18 and 19 of CT 94-'9 CARLSBAD RANCH,11.£GOI.ANO CA SSMC PROPOSED FUTURE EXPANSION AP DWN BY: PROJECT NO, DRAWING NO, CHKD BY: RVVD BY1 CT 94-09-03 3 3-eY CMWD 9~-2101 • • 6" PVC, 11.0 LF @ 89.5ll: 12a48 IE .-,.;------.) 'L.. ------,! ---{! . EXISTING 60' RCP - . ~ STORf.l DRAIN - LEGEND .... .... -- --·1JO PROPOSED CONTOURS -1: c, .-EXISTING CONTOURS ' ( \ I --cs --cs --PROPOSED STORM DRAIN, SIZE PER PLAN I •------. "--·---,. •-I . ------·--J ~ PROPOSED CURB AND GUTTER PROPOSED PAVEMENT (AC/BASE PER SOILS ENGINEER) PROPOSED RIPRAP, SIZE PER PLAN PRECISE GRADING PLAN GENERAL NOTES 1. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES 111TH USA. '· 2. CONTRACTOR TO COORDINATE WITH LEGOI.AND ON REMOVAL AND/OR RELOCATION OF EXISTING SIGNS, LIGHTS, GATES, FENCES, ETC. 'MTHIN FOOTPRINT Of WORK AREA. 3. LANDSCAPING ANO IRRIGATION TO BE INSTALLED PER LANDSCAPE PLANS. EXISTING TREES AND PLANTS TO BE RELOCATED AND/OR REMOVED PER LANDSCAPE PLANS. 4. BIORE1ENTION BASIN TO BE PLANTED PER LANDSCAPE PLANS. BASIN SHALL CONTAIN A 1.5' THICK LA'1£R OF GR0\\1NG MEDIUM OVER A 2.5' THICK MINIMUM LA'1£R OF GRAVEL (401'1: VOIDS RATIO). GRAVEL SHALL Bl; 1.5' THICK MINIMUM ABOVE INVERT OF PERFORATED PIPE AND 1• THICK BELOW INVERT. BOTTOM Of BIORETENTION BASIN BELOW GRAVEL TO SLOPE AT 1 ll: TOWARDS PERFORATED PIPE. 5. PAVEMENT STRIPING TO BE INSTALLED PER SITE PLAN. CONSTRUCTION NOTES (D JOIN EXISTING CURB AND GUTTER '2' TRANSITION FROt.t 6' Ti'PE G-2 C&G TO \6/ TYPE G-4A ROLLED CURB PER G-48 3' WIDE SPILLWAY 111TH 2: 1 SIDE SLOPES W/ NO. 3 BACKING RIPRAP PAD (T=0.6') OVER ~e• GRAVEL FlLTER BLANKET (T=1.0'). SEE SPILLWAY DETAIL © 12' PVC RISER. INSTALL 3 CF CONCRETE ANCHOR AROUND BASE Of RISER. 119.53 TOP, 115.70 .IE ABBREVIATIONS , I' . ' !., ' ---' . -T·, '/"! C ' j,\ ; \ .'?'..,ss;;--"'~-- ARMADA DRIVE ~---~,· . ·.. .· ·. . .· ·.. . ·. 135.9 . TC·. s_,1/~~·• .. ·. . ' . ' . ".'-'••4. . ""'"'"'"''~' . ·. ·. . · .·.· · ·. 135,60 BC . ·.: -:--..:,.-'•,,' . .· . _'-, · .. · < ~ "" 7~~0 n1·3·.s5._1644 .. Tscc. -2 r:-:'.'I;> ·.· ~-~-_ , .... ---~> .. ·•.·(o. · .. •···•• n~:~~ ~ ,:i,P\· .. , ·-.. ;(:a ... •.:a:· ;:J~J/. ---.gi}tJi.~~ ·. 135.50 BC .. ·.. ·. /.5.69 . .. ··• . 135.58 ll ._ .,..,_.,~, 1-;. ..... ,,,tl;l2;'$t/ ~2ff#{~J/Jatc'.h. ~.;;irnif-cif,. ·. 135.1~ ac. a 5' 10' 20' TOLL BOOTH ISLANDS SCAILE 1 "= 10' 3' 'MOE TOP Of BERM EARTHWORK BC EC EP FL FS IE LF BEGIN CURVE / BOTTOt.A OF CURB END CURVE PCC POINT Of COMPOUND CURVATURE 1,600 CY EXPORT EDGE OF PAVEMENT FLOW LINE FlNISHED SURFACE INVERT ELEVATION LINEAR FEET PVC POL YVIN'IL CHLORIDE RCP REINFORCED CONCRETE PIPE SF SQUARE FEET TC TOP OF CURB TF TOP Of FOUNDATION TG TOP Of GRATE SPILLWAY DETAIL I I ' ' I I I I 11 I I I I I I I I I I I I 120. ----::---...: - - i32:12 TC 131.62 8 . . 132.62 TC 132.1.2 BC !32,64 TC 132.14 B 12" PVC 42 LF O 1.01'1: . --~ ~ ---1"' :s, . . • -_ • ._.......,_,.,__ t ~--J .. 133.85 TC . ~1-.,,,-: "-.. 133,3.5 B . -;132--..J 1--1l1-- --r,-_ I 133.93 TC TOP OF BASll'I EMERGENCY SPILLWAY OU'!FlOW ----t-----l ~~ STORAGE PERFORATED PIPE (UNDERORAIN) '---30" STORAGE 1 e• SPECIFIED PLANTING MIX BIORETENTION BASIN DETAIL NTS ROAD INSTALL CONCRETE LUG PER SDRSO D-63 BASIN SURF ACE AREA 0 ELEV. 119.53 (1,830 S.F.) PROPOSED 24'•24' GRATED CATCH BASIN 138. 0 I 1· 6' PVC, 11.0 LF O 89.5ll: SCALE 1 "=20' ~ I -~ I ~,-.. c,'0-·,1/ ,1,, //' /' I 40' I "ASSUMPTION OF RESPONSIBLE CHARGE" AS OF JANUARY 1 B, 2013, I HEREBY ASSUME RESPONSIBLE CHARGE FOR TI-IE DESIGN SHOWN ON TI-IIS SHEET 48, DWG. 333-2Y. FIRM: CHANG CONSULTANTS ADDRESS: P.O. BOX 9496 CITY, ST.: RANCHO SANTA FE, CA 92067 TELEPHONE: 858.692.0760 BY f1wtn. C~ J/!J/1) 33.9 ~:...-----133.4 133.43 BC (EXISTING R.C.E. NO. 46548 EXPIRATION DATE: 5/30/13 -,,, -- ACCESS RAMP t WIDE SPILLWAY 111TH 2: 1 SIDE SLOPES W/ NO. 3 BACKING RIPRAP PAD (T=0.6') OVER ~.• GRAVEL FlLTER BLANKET (T=1.0'). NTS 134.05 133.55 BC (EXISTING) \, -1\\- SCALE 1"=10' Cha. Civil Enginqering0HydrologycHydrauftcs0 Sedimentafion P.O. Box 9496 T: 858.692.0760 Rancho Santa Fe, CA 92067 F: 856.832.1402 STORM DRAIN DETAIL NTS 1---~--t---+----------- ~ I . "" --.-":~-"" ------------+---+--+---t---~ "AS BUil T" RCE EXP. DATIE REVIEWED BY: INSPECTOR DATIE [S~EJ CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT GRADING PLANS FOR: LOTS 18 and fg of CT 94-og CARLSBAD RANCH / LEOGOLAND CARl,.SBAD CD12-17 PN/KING 1(H BOOTH CT· -0$ APPROvpa;:L~--£_ xJ_tl,(, ~--~-fek,__ l--c--c=-c-=-+--=-,---+..c----=-=cc--c-,---=--=-c-=cc--c-~~---,f---+----t~c,--c-+----c.c-1 E'~nw~ . . PE 41204 00~fl!113 DATE 1/18/13 WWC NEW SHEET, TO ADD NEW TOLi. BOOlHS OWN BY: -..,--,----PROJECT NO. DRAWING NO. EN:N~ : 1 :0~K REVISION DESCRIPTION 0:; APP;~:: ~A-1;-APP-1 :-~:~ ~-~-D -~~-; (j_l._, _S_0~P_96_-_1_4_F 333-2Y CMWO 94-201