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DWG 358-4; MS 97-04; CARLSBAD SPECTRUM PROJECT; 01-07
t THE CARLSBAD SPECTRUM MS 97-04 PROJECT EARTHWORK QUANTITIES CUT, ___ 4, 100 er FILL,__ 0 er IMPORr,__ O er EXPORT, __ 4, 100 er __ er NOTE: TH£S£ OIJANTITl£S 00 NOT !Navo£ SHRINKAGE C(Pl1NSIDN; 01? REMEDtfJL tiil/JNTIT/£S, RHO I/SJLM£S l1 l!ME-Tl?£1/T£D SUSBRSE. R/lf 10' 55' fJUSTINC 6' lYP£ 'C" CIJR8 ,t GUTT£// J2' J2' 10' R/W 11>1-Y 2)-' ~ -A-\.(' .,, ~~~£JUST. '<"rt_ P.C.C SIOEWALK EXIST. A.C. PA't(IIENT Oo,flr APPll()',fO 84SE TYPICAL SCCTIQN -fARAQAY A VCNUC NO SCALE 12' II/IV 10' 26' 26' 10' 5.5' 55' TYPICAL SCCTJQN -VAN ALLflf WAY a,:7,Q) NO SCA/.£ PARCEL 2 'STt1~111 /Jl?RIN 'F' [f'/l/Y/1TE! STR££T l/GHT FH A.H. /1 }~ FH ,, SHTS. 3iS ENGINEER NOTES I, TH£ EXISTENCE ANO LOCATION OF VTll/Tr STRIJCTIJRES AND FACIUTIES SHOWN ON !Ii£ CONSTRVCTION PLANS '/CR£ 08TA/N£0 BY A SEARCH OF THE AVAILABlE RECORDS ATTENTION IS CALLED TO !Ii£ POSS/Bl£ EXISTENCE OF OTHER VTIUTY FACll/Tl£S OR STRVCTIJRES NOT SHOWN OR IN A LOCATION DIFFERENT Fl/OU THAT SHOWN ON THE PLANS TH£ CON TRAC TOR IS REOIJIREO TO TAK£ /)(/[' PRECAVTIONARY M£ASVR£S TO PROTECT !Ii£ (ITILITIES SHOWN ON !Ii£ PLANS ANO ANY Olli£// EXISTING FACIUTIES OR STRVCT/JRES NOT SHOMI. 2. TH£ CONTRACTOR SHALL 1/Fll!FY TH£ LOCATION OF ALL EXISTING FACILITIES (ABOIIFGIIOUND AND (JN0£1/Gl/()(/N0) MTHIN TH£ PROJE'CT SIT£ SIJFFICl£Nn Y AHEAD OF THE CONSTRVCTION TO PEIIUIT THE REVISIONS OF TH£ CONSTR(JCTION PLANS IF IT IS FOIJNO THAT TH£ ACT/JAL LOCATIONS ARE IN CONFLICT 111TH TH£ PROPOSED HORK. OWNER'S CERTIRCATE I (W£/ HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL 8£ RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON TH£ COMPACTION AND STABILITY OF THIS SI TE. cJ, I&~ f -<z O• 1 1/ ,,-/ct Cf/RL.JB/:lD BU.5/N£58 PJJRt'l.l.C, DAT£ tJ CIILIFtJRNt/1 LIM/TEO U/113/LITY C!lMf'IINY BV•· Tl/[ !<rJt {. C'!lllfllll'/. II t'!IL!f'IJRN/11 C'IJR.P. IT.J /!llll/.4,fl.f,f JJE!tBliR BY: Tt1N'/ Bl/OE /ll,/X; VICE PA'E.5//)EIJT SOILS ENGINEER'S CERTIFICATE I' 4Nr'(P(IJY 6Br41'"A.rr . A REGISTERED CIVIL ENGINEER OF THE STAT£ OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPL 1£0 SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO STVOY OF TH£ SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MAO£ BY ME OR UNDER MY DIRECTION BETWEEN TH£ DATES OF ,/)1,4y 1'-, 19 91 AND JYNI!! J , 19...!.Z_, Tl+tl COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY R£CO/.NENDATIONS, HAS BEEN SUBMITTED TO TH£ OFFICE OF THE CITY ENGINEER, SIGNED: ~"$'.2~ P. £. NO. : __ f}"-=-<:1.,.3""3'---3,,_ _______ _ OAT£, -~"f.~¼~~~~'+l~f~'r _______ _ LICENSE EXPIRATION DATE,~J.,__,-J=-~~'~''----- PARCEL f ! "DECLARATION OF RESPONSIBLE CHARGE" I HEl?EBY DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER TH£ DESIGN OF TH£ PROJECT AS 0£F/N£0 IN SECTION 6103 OF TH£ BUSINESS AND PROFESSIONS COO£, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I llNOERSTANO THAT TH£ CHECK OF PROJECT DRAWINGS ANO SP<CIFICAT!ONS BY TH£ Cl TY OF CARLSBAD DOES NOT REL !£VE ME AS ENGINEER OF HfJRI<, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. F ti/Al: O'!JAY CONS/Jl TANTS. INC. AOORESS, 7220 A 1/(NIOA ENCINAS SIJITE 20~ Ct Tr, ST. , CARI.S8AO. CA. 92009 TELEPHONE, 760-9Jf-7700 BY, yti\('.t\? ~ ,1?::__:_ MARGARET N. PVRVIANCE OAT£.· 'f • r(. '(7 R. C.£. NO., __ ,f§~:935~--------- RE<JISTRATION EXPIRATION OAT£: 09-J0-99 OWNER/DEVELOPER CARLS/3/10 .i!ISIA/tSS P.4RK, L .L.C, IJ C/1Lfl'/JlfNIII L/M1r1:o Ll/1.i/LITV Ct1/J11'11NY BY.· i/lE k'rJLC. CdMP/llJV, 11 Cllf IF/JlfNIR CtlRF. IT.5 JI/ 11 NR&t/16 11/lEM 8/i R A TT: TONY 8A0£AVX ~275 £X£CUTIIIF S()(IAR£ STF. 2~0 LA JOLLA, CA 92037 (619) 6~2-090~ CITY OF' OCEANSIOE HIGHWA'!I : SITE CITY OF' VISTA WORK TO Bf PQNE TH£ C11AIJIN6 lltWll' SHALL CONSIST OF lH£ CONS/'liUCTl(Yi OF All curs ANO nus. l/£/,f£OIAL C11AOINC, ORA/NACE FAO/.ITl£S, £ROS1(Yi CON Tl7(X FAOLIT!['S. ANO Pf.ANTING OF Pf!NANENT lANOSCAPIN6 ANO PREPARA Tf(Y; OF AS-Bll!L T C11AOINC Pt.ANS. AS-BUH.T C£/X061C JIAPS ANO REPORTS, ALL AS SHOIIN OR l/£0UIR£l) fYi !HIS SET OF Pf.ANS ANO lH£ arr STANOAROS, ~Clf/CATl(KrS, !/£(//Jlf/£1,f£NTS, l/£S(X_{ITl(Y;S ANO ORfJINANCCS CllnJ (Kr THESE Pl.ANS. TH£ CIIAOINC lltWJI' SHAll 8£ Pff/FOIIJI£() IN A~ANCC llllH TH£ Fa.LOI/INC O<JC/JJl£NTS, CVll!/£NT AT TH£ TIJI£ OF APPROVAL OR AS /Jlf/£Cff0 BY lH£ arr £NC/NEER: TH£ IMPflOV£MENT II0'1K SHALL 8£ KRFOIIMCO IN ACCORDANCE WI TH TH£ FOLLOWIN6 OOCUUENTS, Ct/l?RENT AT TH£ TIM£ OF CONSTfll/CTION, AS DIRECTED BY TH£ CITY £No1N££R. I, CAHt.SBAO Jlt/NICIPAl COO£ 2. CITY OF CAHt.SBAO STANDARDS J, THIS SEr OF PLANS 4. TH£ STANDARD SPECIFICATIONS FOR Pt/Bl IC ll"Jlll(S CONSTR/ICTION /6R£EN BOOK/, ,. SOILS REPORT ANO RECOUtENOATIONS BY 6£0T£CHNICS INCORPORATED PROJECT No. OJOB•OOJ-00 DATED JUN£ J 1997. 6, TH£ SAN 01£60 AREA REGIONAL STANOARO ORAWIN6S ANO AS MAY 8£ UOOll'/£0 BY TH£ CITY OF CAHt.SBAO STANDARDS. 7, THE CAHt.S8AO MIINIC/PAL WATER DISTRICT'S STANDARDS ANO SPECIFICATIONS FOR WATER, S~R ANO RECLAIMED WAr£R, LECENO: DESCRIPTION OWC.NO. SYMBOL NOT£: OUWTIT/£S SHOWN H£1/f0N AR£ FOR BONOING PUIIPOSES 0NL r ACTIJAi. (){IANT!T/£S AMY IMRY. ,tC. PAW>(; 5• OV£II U' AB /V.C. Of6RLGY ... ,', •. -. . . --. . . . P.C.C. 6 .CURB .t CtJT7fR. . PC0£S1111AN -' P.C C. SIO£WALK (4') , Sl'RE£T /ICHT (/0()-W HPS) 9,500 lUJlf:NS . STl1££T SICN . STfl£ET Jl(IN{IJl£NTAT/ON. STOP SICN. . 2" ,.9, V.tl . · COl<K:fl£T[ lffllfll'AY. 8' P.V.C S£WCN . C-2. TYPE ,:;• . C-27 . C-7 . Jl-10 . ' . ' { C//fi<JO k/-17) .GS-20, stWCN ACCESSHO/.£, C.JI.WO. S-1. lo" P.V.C WATER IIAIN (ClASS 150} (PUB/JC) 8' P. V.C. WATER 1/Af/1/ (Cl.ASS 150) (Pl/Bf.IC) f1R£ H'llJHANT ASSEJIBI. r (Pt/81.IC) c-Jd/,1 £ S J7 5P C./1. WO. W-/2. 2" JIAR. . . . . CJ!IR.££· Wl!Y} . .C.JI.WO. W-6, W-5. 2" 110. . , , , . , . C./1.WO. W.-6 , I' OR 11/.t.' WflrEf? MET[~ /Jli'ii'!C./JT!OAI) . .BY /JISTRICT. 2" WATER l,f£Tffl (POrAm.£}. , . BY IJISTRICT. , 2" WATER S£IMC£ ASSENm.Y (lXJU£STIC}(PU8LtC). W/l" .C.JI.WO. W-J1W·20. Il'J!i~KFLOW Pt?fl'fi/l"J:<,li: 2" WA/'EK S£RYIC£ ASS£1i81.Y (fflfl} , . C.JI.WO. W-J . , THRUST BUICK Rfll(M 6' C/JIIB ,t Cl/TT[// ' Rfll(M 4' SIOEWALK , /1(1,1(}',f: Tf1E[S ' ti/' s£W£R LIITE£fll .. lYP£ '8' Cl.£ANOIJT 8" [NIJCAP lo"xlO'Klf' fl. ff£ IO'x8"X8' fl. !ff . C.Jlf.lJ/,0. S-7 ...... , 0-10 0-- r t,, r ...--. 1-.1 ...... r('h~:.~r\~}. .. ~.·• t--~•·,w,•.·,•,rr·,·•,·, \' ... , ... :', -----o--4!t ~ ' ------o-«i .---o--e iii iii 0/JANTITY J2,t()(I SF 15'/JO SF 1218 LF 2 £A ,f.500 SF .3 £A • I £A J £A I £A I E,7 5 £A 501 LF 2[A 510 LF 181 lF 3 £A 2 £A 4£A 4 £A ,, £A ,, £A 4 £A ,, £A 1J8 lF 662 SF 9 £A ·3 £11 SEA ,, £A STOI/AI 'AIN '°STtJ!?M fJRJl.!11 Z'' STONM DRAIN (PKIVATE) PACIFIC OCEAN lo" fl. K PXV , 2 £A I £A 5 [A ,, £A J £A "8 lF LIN£ '[J UN£ t'' Io· Pl!C WA rm LIN£ PARCEL J S/JBOIVISION 80//N!)ARY -II? II? --- I - COLLEGE INDEX MAP SCALE: 1' = 100' STCWM DRAIN l!NE 'B' STCWM DRAIN LINE :.t' STORM DRAIN LIN£ :.t' PARCEL 4 ~ --------------soUL£VARD SHED" INDEX SH££T No, I 2 3 ,f 5 6 .SHT. 4 OESCR!PT!ON TITLE SHEET NOTES 8 SECTIONS VAN ALLEN WAY STORM DRAIN GRAOIN<J PLAN 8 EROSION CONTROL EROSION CONTROL NOTES I I PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NIJAl8£RISJ 212-130-36 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS, N J60. 000 E I 669. 000 ~~~------- RfN(Jf MARK DESCRIPTION, BRASS OISC IN 'ICLL MONVMENT (S.D, ca CONTROL PT. R/800-389+,11-ec L OCA Tl ON, INT[IIS(CTION OF £L CAMINO R[Al AND COLLEGE BOULEVARD RECORDED, NORlli COUNTY CONTROi, DATA ELEVATION, 136,01 DATUM· fJ.SC. ~ G.S TQPOCHAPHIC SO(JRCE SAN-LO AERIAL SURVEYS ON FEB. 21, /997 lQiAl O£SC((IPT10N PARC£/. A OF PARCEL MAP NO, 17209, IN THE' CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, RLEO IN TH£ OFRCE OF THE' COUNTY RECORDER OF SAN DIEGO COUNTY, S£PT£MB£R J; 199J AS RL£ NO. l99J-058~47B OF Off!CIAL REC.OROS B4$IS Of Rf.4BJNCS TH£ BEARINGS OF N35•50'5J'£ ALONG TH£ NORTHWESTEIILY UN£ OF PARCEL A OF P.U. No. 17209 AS SHOWN ON MAP No, 12815 WAS VSEO AS TH£ BASTS OF BEARINGS FOR THESE PLANS. Btttlfl:.NCE QBAWJNCS (!) CITY OF CARI.S8AO ORA#ING No.s 26~-6 239-1 29~-, I \ CITY OF ENCINITAS 8' fl. K PXV . ---- I £S J5 £F 6 lF I lS I £A VICINITY MAP TYPf '8' CURB !Nl.ET. l/£Jl(M EXIST. JO' IICP . R[Jl(M £KIST. CJIP RIS£/l. R[Jl(M £KIST. 2,r 1/CP. Rf.t.tlW: EXIST. 18' 1/CP. fJR£AK INTO EXIST. 'F' CB.. /lfllOW: EXIST. CllRB /Nl.ll 18" IICP STOIIJI Of?AIN . 24' IICP STOIIJI Of?AIN . »• IICP STOIIJI OHAIN . 86 LF /JBLF 4J4LF 205 LF I04LF NO SCAif .J6' IICP STOIIJI OHAIN . M' IICP STOIIJI Of?AIN . LEGEND {CrJNT. l, • CITY OF CA/lr.SBAO Sl'AMWIOS ,. AS IICIJlf'f£l) BY CITY OF CA/lr.SBAO © 1997 O'Day Consultants, ln1 T'lf'£ 'r' CIITCII 8/IJ!ll .. _. 0 -7 ...... _. _ ... 12 /€fl C~/~TS DESIGNED BY: J.T. DATE: JULY 1997 TYPE~, CIITC'fl Bil.SIN-•. D-8-. -· ... -·-· llIIlD !ER DRAWN BY: M.L SCALE: AS SHOWN fJ{Sll TIN(; .8/JSIN ...... D.Y-3 ii'-. -_ ..... ~,;r = ~ I CS PROJECT MGR.: M.N.P, JOB NO.: 97-1008 =Zt /8" CMP $1#/?M ORIIIH. ____ . _ . __ ... = =-= 2 O l f' 7220 -6.venldo Endnos C!vll Engineering ENGINEER OF WORK: Suite 204 Plonnlng !2'' PVC STORM /JRIJJ!{ --..... -.. Carlsbad, Colifomio 92009 Processing 4Vlru ,..,.., ,&., ~ n ---5."SCF 619-9J1-7700 Surveying DATE: q, l'Z-1-; ,. ,---. Foi1:619-9J 1-8680 ~ N. PUiiili'ANCE RCE: 46935 UTILITY DISTRICT APPROVAL(S) CITY OF CARLSBAD FIRE DEPARTMENT "AS BUil T" REQUIREMENTS NO, or F,H,(s)k__F,FLOW I 51) .. G.P.M, OUT OF_l_F,H,(S), zM L_,,,L,..- RCE a{;'f("]§" EXP. 'f /o0/Dc3 J /Zi LOI BLDG. SPRINKLED YES/NO. , , F.FLOW __ G,P.M. I DATE CARLSBAD MUNICIPAL WATER DISTRICT ' IA'./#.,,¾ • ,f' 0/. ,,,._ -r.,, Cl? l'\wt:.A~ FIRE MARSHAL 'MLLIAM E. PLUMMER R.C.E. 28176 DATE DISTRICT ENGINEER EXP. 3-31-98 /1\ DATE INtnAL ENGINEER Of' -K REVISION DESCRIPTION f•\J□BS\97IOOB\9708I01 9-10-97 1'16111 pM EST Jlll(T.• .9]1',111 .f}l'JIVM': !lllJtVll. DATE INITIAL OTHER APPROVAL <i/r:z{i7 ' REVIEWED BY DATE MolfJA2d£ 5/!kJI INSPECTOR DATE I SH,ET I CITY OF CARLSBAD I SHE7TS ENGINEERING DEPARTMENT IIIPHOYEJl£NT ~ flHAOING PLANS f'OH: TH£ CARLSBAD SP£CTRVM PROJECT 11.S. 97-01 AP?-< 0\/ED ii A,/-L./ ( / 't' A~-_-v ✓-.,A .r• UOYO B. HtJeeS Lt-1z.q; CITY NrmEER PE 23889 EXPIRES 12-31-97 DA TE ~· •· DWN BY: PROJECT NO. DRAWING · • DATE INITIAL CHKD BY: 358-4' CITY APPROVAL RVWD BY: 1.1.S. 97-04 CMWO 97-27i c.l\\ --. ~ ~ ' -c. -.J = ~ = J: = --~-,·. THE GENERAL NOTES I. THIS PLAN SUPERSEDES All OTHER PLANS PREVIOUSLY APPROVEO BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN OOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL COOE, RESOLUTION OF CONO!TIONAL APPROVAL, CITY STANOAROS OR OTHER AOOI TIONAL DOCUMENTS L !STEO HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS IM-IEN NON-CONFORMANCE IS OISCOVEREO. 3. Cl TY APPROVAL OF PLANS OOES NOT REL !EVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REOUIREO FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERM! T ISSUANCE, A CERTIFICATE OF INSURANCE All/ST BE FILED NAMING THE CITY OF CARLSBAD AS AN AOOITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOI/WT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANiCE COMPANY WRITING THE POLICY All/ST HAVE A RATING OF "A" ANO A SIZE CATEGORY OF CLASS VAS ESTABL ISHEO BY "BESTS" KEY RATING GUIOE. 5. NO H()RK SHALL BE COMMENCED UNTIL All PERMITS HAVE BEEN OBTAINED FRIOM THE Cl TY ANO OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REOUIREO IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE OEAOL !NE OATE OF Ti/IE IMPROVEMENT AGREEMENT. l. NO REVISIONS WILL BE MAOE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE Cl TY UPON BEING SIGNED BY THE Cl TY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDI TIO/NS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE IIQRK BY THE Cl TY. 10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SI TE AT ALL TIMES OUR ING CONSTRUCTION. II. //,HERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (Al Sl/WARY SHEET, (Bl LABORATORY WRK SHEETS ANO IC/ COMPACT/,ON CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CAL IFORN!A, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPL IEO SOl,LS MECHANICS. THE SOILS REPORT WILL BE SUBMI TTEO TO THE Cl TY ENGINEERING INSPECTOR WI THIN T1'ltl HCRKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT/SJ SHALL BE IUICOIATELY SUBMITTED TO THE Cl TY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PR(CONSTRIJC[ION MUTING SHALL BE HELO AT THE St TE PIIIOH TO THE BEGINNING OF WORK ANO SHALL BE ATTENOEO BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE HQRK THE CONTRACTOR SHALL SCHEOULE THE MEETING THROUGH THE PERMIT CLERK/438-3634/ AT LEAST FIVE/5/ WORKING OAYS PRIOR TO STARTING CONSTRUCTION. APPROVED ORAWINGS MUST BE AVAILABLE PRIOR TO SCHEOUL ING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL 8£ MAOE BY CALL ING THE ENGINEERING 24-HOUR INSPECTION REQUEST L !NE AT /619/ 438-3891, INSPECTION REOUESTS All/ST BE RECEIVED PRIOR TO 2.-00 P .. M. ON THE DAY BEFORE THE INSPECTION 15 NFEDEO INSPECTIONS WILL BE MAIOE THE NEXT IIQRK OAY UNLESS YOU REOUEST OTHERWISE. REQUESTS MAOE AFTER 2:00 P.M. WILL BE SCHEOULEO FOR T1'ltl FULL WORK OAYS LATER. 14 THE OWNER ANO/OR APPL !CANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, !NCLUO!NG SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAIL, STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMI TT/NG A DETAIL PLAN TO THE Ct TY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MAIOE OF WORKER PROTECTION FROM THE HAZARO OF CAVING GROUND OUR/NG THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET 15'/ OR MORE IN DEPTH ANO APPROVED BY THE Cl TY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARl(S FROM THE SHORING SYSTEM £TANDARQS E5TABL 15HED BY THE CONSTIIIICTION SAFETY ORQERS Tl TLE 8 CALIFORNIA A()M!NISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REG/STEREO ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERM! T MUST BE SUBMI TTEO TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHA'fOLOGICAL R£SOURC(S Afl( DISCOVERED WITHIN ANY WORK ZONE OURING CONSTRUCTION, OPfRATION5 WIii CFA5E IMl(FDIATELY ANO THE PERM/ TTEE WILL NOTIFY THE Cl TY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 so. IT. ALL OPERATIONS CONOUCTEO ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, OEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EOUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED GRAOING EOUIPMENT SHALL BE LIMITED TO THE PERIOD BETM:EN 7.-00 A.M. ANO SUNSET EACH OAY, MONOAY THRU FRIOAY ANO NO EARTHMOVING OR GRAOING OPERATIONS SHALL BE CONOUCTEO ON WEEKENDS OR HOLIDAYS. IA LIST OF CITY HOL IOAYS IS AVAILABLE AT THE ENGINEERING OEPARTMENT COUNTER./ 18. ALL OFF-SI TE HAUL ROUTES SHALL BE SUBMI TTEO BY THE CONTRACTOR TO THE Cl TY ENGINE(R FOR APPROVAL n+Q FULL l'tf)RKING DAYS PRIOR TO 8EGINN!NG OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A Cl TY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURES ANO FACILITIES Si10t',W ON THE CONSTRUCTION PLANS WERE OBTA INEO BY A SEARCH OF THE AVAILABLE RECOROS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UT/LI TY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION O!FFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REO/JIREO TO TAKE OUE PRECAUTIONARY MEASURES TO PROTECT THE UT/LI TIES SHOIIN ON THE PLANS ANO ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACIL I T✓ES /ABOVEGROUND ANO UNOERGROUNO/ WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRVCT!ON TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT W✓ TH THE PROPOSED HCRK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW/ AT LEAST T1'ltl FULL HCRKING OAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FAC!l I TIES ANO SHALL COORDINATE WRK WI TH A COMPANY REPRESENTATIVE. UNOERGROUNO SERVICE ALERT SOG8E PACIFIC BELL DANIELS CABLEVISION CI TY OF CARL SBAO IS TREE TS ANO STORM ORA IN/ •CITY OF CARLSBAO/SEWER,WATER 8 RECLA/MEO WATER/ • AS APPROPRIATE 1-800-422-4133 (T60/4J8-6200 (760/489-3441 (7'60/438-5241 /760/434-2980 I 7601'1JB-J36T CARLSBAD SPECTRUM MS 97-04 PROJECT GRADING NOTES (IN AOOITION TO THE REQUIREMENTS OF CHAPTER I~. 16 OF TH£ CARLSBAD MUNICIPAL COO£./ I. THIS Pl.AN SUPERSEDES ALL OTHER PLANS PREVIOUS! Y APPROVED BY THE Cl TY OF CARLSBAD REGAROING GRAOING SHO'IIN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN OOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAO MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANOAROS OR OTHER AOO/TIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS t/HEN NON-CONFORMANCE IS OISCOVEREO. 3. Cl TY APPROVAL OF PLANS DOES NOT REL !EVE THE DEVELOPER OR ENGINEER-OF- HCRK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMI TTEO TO THE Cl TY ENGINEER FOR APPROVAL. 4, A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REOIJIREO FOR ANY WRK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE All/ST BE FILED NAMING THE Cl TY OF CARLSBAD AS AN AOOIT!ONAL 1/VSVREO ON THE PERl.l!TTEE'S POLICY IN THE MINIMUM AMOUNT OF SI, 000, 000. 00 FOR EACH OCCURRENCE OF L I AB IL I TY. THE INSURANC( COMPANY WR I Tl NG THE POL I CY MUST HA VE A RA Tl NG OF "A· ANO A SIZE CATEGORY OF CLASS VAS ESTABLISHEO BY "BESTS" KEY RATING GU/OE. ,. UNLESS EXEMPTEO BY SECTION 301. IOI' OF THE UNIFORM 8UILOING COO£, RETAINING WALLS OUTS/OE OF PUBLIC RIGHT OF WAY REOUIRE SEPARATE PERI.II TS FROM THE SUILOING DEPARTMENT. 6. NO WRK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE Pl.ANS BY THE Cl TY ENGINEER OOES NOT AUTHORIZE ANY WORK OR GRAOING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUE/). 8. NO REVISIONS WILL BE MAOE TO THESE PLANS WITHOUT THE WR/ TTEN APPROVAL OF THE Cl TY ENGINEER, NO TEO WI THIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE Cl TY UPON BEING SI GNEO BY THE C !TY ENG I NEER. 10. THE ORIGINAL ORAWING SHALL BE REV/SEO TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WRK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. II. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINEO TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. //,HERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF.-/Al Sl/WARY SHEET, /8/ LABORATORY llf)RI( SHEETS ANO IC/ COMPACTION CURVES, SHALL BE SUBM! TTEO BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY 00/NG BUSINESS IN THE FIELD OF APPL/EO SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMI TTEO TO THE Cl TY ENGINEERING INSPECTOR WI THIN T1'ltl H()RKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING AOHERENCE TO RECOMMENDATIONS OUTL INEO IN THE SOILS REPORT IS REOUIREO PRIOR TO THE !SSVANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE OONE UNDER THE OBSERVATION OF A PROFESSIONAL ENGINEER OF THE STATE OF CAL !FORNI A PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPL IEO SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCOROANCE WI TH THE Cl TY OF CARLSBAD STANDARD SPECIFICATIONS ANO THE • EARTHWORK SPECIFICATIONS • ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. OA/l Y FIELD COMPACTION REPORTS WILL BE SUBMI TTEO TO THE PROJECT INSPECTOR. 14. A PRECONSTRIICTION MEETING SHALL BE HELD AT THE SI TE PRIOR TO THE BEGINNING OF ttQRK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE HORI(, THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK/438-1161 u/,4323/ AT LEAST FtVE/5/ WRKING DAYS PRIOR TO STARTING CONSTRUCTION, APPROVEO DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEOUL /N.;, THE GRADING PERMIT WILL BE PROV/OED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PffCQNSTIWCTIQN MEETING WILL BE M40f BY CAIL ING THF FNGINEFRING 24·H0UR JN5PFCT!ON Rf0ltf5T I INF AT /6191 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 PM ON THE OAY BEFORE THE INSPECTION IS NEEOEO. INSPECTIONS WILL BE MAOc THE NEXT WRK OAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MAOE AFTER 2.-00 P.M. WILL BE SCHEOULEO FOR T1'ltl FULL IIQRK DAYS LATER. 16. THE OWNER ANO/OR APPL !CANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEOERAL SAFETY ANO HEAL TH STANDARDS, LAWS ANO REGULATIONS. I l, THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 67'05 BY SUBMI TT/NG A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WRKER PROTECTION FROM THE HAZARD OF CAVING GROUND OUR/NG THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5 'I OR MORE IN DEPTH ANO APPROVED BY THE CITY cNGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PIAN VA9tE£ FROM THE fflQRING 5YSTFM STANOAROS ESTABL/SHEO BY THE CONSTRUCTION SAFETY ORDERS, Tl TLE 8 CAL !FORNI A AOMIN!STRATIVE CODE, THE PLAN SHALL 8£ PREPARED BY A REG/STEREO ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERM! T MUST BE SUBMI TTEO TO THE INSPECTOR PRIOR TO EXCAVA Tl ON. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VAL ID BLASTING PERM! T HAS BEEN OBTAINEO FROM THE Cl TY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERI.II T llf:LL IN ADVANCE OF THE SCHEOUL ING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE O!SCOVEREO WI THIN ANY llf)RI( AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE !WEO!ATEL Y, ANO THE PERI.II TTEE WILL NOTIFY THE Cl TY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 20. ALL OPERATIONS CONOUCTEO ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EO/JIPMENT, CONSTRUCTION EOUIPI./ENT AND ANY OTHER ASSOCIATED GRADING EOUIPMENT SHALL BE L /Ml TEO TO THE PERIOD BETWEEN 7:00 A.M. ANO SUNSET EACH DAY, MONDAY THRII FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONOUCTEO ON WEEKENDS OR HOL IOAYS. IA L 1ST OF CITY HOL IOAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER./ 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO TH( CITY ENGINEER FOR APPROVAL T1'ltl FULL HQRKING OAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE OEPOSITEO AT, A SITE APPROVED BY THE CITY ENGINEER. TH{ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCIIRRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED VNLESS SPECIF/CALLY NOTED ON ',:HE PLAN. 24. ALL AREAS SHALL BE 6RAOEO TO ORAIN.GRAOING ~SULT/NG IN THE PONO/NG OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A MIN/M!/1,1 ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNEO ANO APPROVED SET OF EROSION CONTROL Pl.ANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY THE Cl TY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIANEO TO A FINISH GRADE TO PROOUC£ A VNIFORM SURFACE ANO CROSS SECTION. THE SI TE SHALL BE LEFT IN A NEAT ANO OROERL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHAll BE REMOVED ANO OISPOSEO OF AT A SITE APPROVED OF BY THE CITY ENGINEER. I I I GRADING NOTES (CONT.) 27. ALL SLOPES SHALL BE !RRIGATEO, STAB IL IZEO, PLANTED ANO/OR HYOROSEEOEO WITHIN TEN (IOI DAYS OF THE TIME 11,HEN cACH SLOPE IS BROVGHT TO GRAOE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPES ANO PAOS AS REOUIREO BY THE CI TY OF CARL SBAO LANO SCAPE MANUAL, THE LANOSCAP I NG Pl.ANS FOR THIS PROJECT, DRAWING NO. 358-4L, ANO/OR AS OIRECTEO BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPL /CANT SHALL INSURE THAT ALL CONTRACTORS SHALL COOROINATE THE WORK OF THESE GRAOING PLANS WITH THAT SHOWN ON 80TH THE LANOSCAPE ANO IRRIGATION PLANS ANO THE IMPROVEMENT Pl.ANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WI TH THE LANDSCAPE MANUAL TIME REOUIREMENTS. 30. STORM ORAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15· PVC MAY BE UTIL IZEO PROV/OED DEPTH IS LESS THAN l!'i FEET AND BACKFILLED WI TH 3/4. ROCK PER SORSO S-4 TYPE ·c· ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOL 10 WALL PIPE. JI, ltl-lcRc AN cXISTING PIPE L !NE IS TO BE ABANOONEO AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WI THIN TM:NTY FEET OF BU/LO/NG OR STREET AREAS AND REPLACEO WI TH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE Cl TY ENG I NEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND ANO UNOER GROUND/ WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING Pl.ANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFl /CT WITH THE PROPOSED WORK. JJ, THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES ISEc BELOW/ AT LEAST 2 FULL WRKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES ANO SHALL COORDINATE THE HCRK WITH A COMPANY REPRESENTATIVE. UNOERGROUNO SERVICE ALERT /,800-422-4133 SOG8E I 750 I 438-6200 PACIFIC BELL /760/489,344/ DANIELS CABLEVISION /760/438-5241 Cl TY OF CARLSBAD/STREETS 8 STORM ORAIN/ I 760/434-2980 CITY OF CARLSBAOISEllf:R,WATER 8 RECLAIMED WATER/ /760/4J8-336l 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTHOLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GHAOING P(8/rf/T-THE FOLLOWING REPORTS MUST BE SUBAIITTEO TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR (15.16. 120 A. 10} CARLSBAD MUNICIPAL CODE: I I I FINAL REPORT SY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING ANO IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE ANO THE APPROVED PLANS /OBTAIN SAMPLE OF COMPLIANCE LETTER FROM Cl TY ENGINEERING DEPARTMENT/. 121 AS-BUILT GRADING PLAN. /3/ REPORT FROM THE SOILS ENGINEER, tiff/CH INCLUDES RECOI.KNOEO SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE OVAL/TY OF THE SOIL, ANO SUMI/ARIES OF FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS OONE IN ACCORDANCE WITH THE REQUIREMENTS ANO RECOI.KNOATIONS OUTL !NED IN THE PREL !Ml NARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. 14/ REPORT WITH AS-BUILT GEOLOGIC Pl.AN, IF REO/JIREO BY THE CITY. 35. UNLESS A GRAOING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ON£ /II YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE RE()UIREO TO BE RESUBA/1 TTEO FOR Pl.ANCHECK. PLANCHECK FEES WILL BE REOIJIREO FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED GEOTECHNICAL INV{STIGA[ION CAffl,SBAO RESEARCH CENTER PHASE 5, PARCEL A PERPAREO BY GEOTECHNICS INCORPORATED , DATED JUNE 3, 1997' SHALL BE CONSIOEREO AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL 8£ DONE IN ACCORDANCE WI TH THE RECOMUENOATIONS ANO SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. WATER NOTES I. WATER MAIN ANO APPURTENANCES SHALL 8£ CONSTRUCTED IN ACCOROANCE WI TH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S PROCEDURAL GU/OE • GENERAL DESIGN REOUIREMENTS ANO STANDARDS ANO SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC POTABLE WATER FACILITIES,OATEO OCTOBER 1993, OR THE LATEST REVISION. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL PROV/OE PROOF E TO ALL PROVISIONS OF THE STATE OF OSHA NOTIFICATION ANO SHALL AOHER CONSTRUCTION SAFETY ORDERS. OF VALVES ON EXISTING C.M.W.O. ROM THE C.M.W.0. OFFICE ANO MUST 3. BEFORE ANY CONNECTION OR SHUT OOWN L !NES, A PERM! T SHALL BE OBTAINED F BE SIGNED ANO APPROVED BY 0 /STRICT ENGINEER ANO DISTRICT SUPERINTRNOENT. SHALL 8£ HELO A MINIMUM OF l CONTRACTOR SHALL NOTIFY THE TION 48 HOURS PRIOR TO BEGINNING 4. A PRECONSTRUCTION CONFERENCE MEETING OAYS BEFORE CONSTRUCTION BEGINS. THE CITY OF CARLSBAD ENGINEERING !NSPEC OF CONSTRUCTION (TELEPHONE NO. {619} 438-3891 I FOR SCHEOIJL ING. UTILITY DISTRICT APPROVAL(S) CARLSBAD MUNICIPAL WATER DISTRICT 'MLLIAM E. PLUMMER R.C.E. 28176 DATE DISTRICT ENGINEER EXP. 3-31-98 /1\ DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION WATER NOTES (CONT.) 5. NO TREES OR STRUCTURES SHALL BE ALL~O IN THE WATER L !NE EASEMENT, ALL EXISTING TREES ANO STRUCTURES SHALL BE REMOVED PRIOR TO COANENCEMENT OF WORK , ANY EXCEPTIONS SHALL REOUIRE WR! TTEN PERMISSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF THE FIRE L !NE LOCATED BETM:EN THE DETECTOR CHECK VALVE ANO BU/LOI/VG SHALL BE OETERl.l!NEO BY THE CITY OF CARLSBAD FIRE MARSHAL. l. ALL RECLA/MEO WATER MAINS ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WI TH THE "CARLSBAD RECLAMATION RULES ANO REGULATIONS FOR THE CONSTRUCTION OF RECLA/MEO WATER MAINS • CARLSBAD MUNICIPAL WATER OISTRICT", OCTOBER 1993 OR AS AMENOEO. 8. All BUR/cO COPPER PIPING ANO APPURTENENCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONOUCTS A SOILS TEST REPORT ANO DEMONSTRATES THAT PROTECTION CAN BE PERFORMEO IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. STREET NOTES I. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONOUCTEO BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY 00/NG BUSINESS IN THE FIELD OF APPL IEO SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMI TTEO TO THE ENGINEERING INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF T1'ltl 12/ Cl TY WORKING DAYS BEFORE THE llf)RI( BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOIIN ON THESE PLANS, UNOERGROUNO CONDUIT RUNS, SERVICE POINTS ANO HANO-HOLES SHALL BE SH/YMi ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREETLIGHT FOUNDATIONS WILL BE ALLOl!IFO. ALL LUMINAIRES SHALL BE ·cur OFF" TYPE. 3. ALL UNOERGROUNO UT/l I TIES ANO LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAO OF 1,3,o. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIOEO DEPTH IS LESS THAN 15 FEET ANO BACKFILLcO WITH 3/4" ROCK PER SORSO S-4 TYPE ·c· ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOL 10 WALL PIPE. 5. 14HERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WI THIN TWENTY FEET OF BU/LOI/VG OR STREET AREAS ANO REPLACED WI TH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE • PLUGGED WI TH CONCRETE OR REAIOVEO AS APPROVED BY THE Cl TY ENGINEER. 6. ltlfcELCHAIR RAMPS SHALL BE INSTALLED PER REOUIREMENTS OF Tl TLE 24, CALIFORNIA AOMINISTRATIVE COOE. T. STREET TREES SHALL BE INSTALLED PER SECTION IV 0. 3 OF THE CITY OF CARL SBAO LANDSCAPE MANUAL . 8. FIRE HYDRANT MARKERS SHALL Be Pl.ACED IN THE STREET WI THIN THE L !Ml TS OF llf)RI( OF THIS PLAN PER SORS om; M/9. 9. ALL SURVEY MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS l+t/RK SHALL BE RE-ESTABL ISHEO, PERPETUATED, ANO OOCUMENTEO PER THE PROFESSIONAL LANO SURVEYORS ACT. /0. TWO (2/ SETS OF SURVEY (CUT/ SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR, SEWER NOTES /. SEWER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM • DESIGN CRITERIA, STANDARD DRAWINGS ANO SPECIFICATIONS", ANO THE STANOARO SPECIFICATIONS, MARCH 1993, ANO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION /GREEN BOOK/. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERM! T FROM THE OIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERM! T SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNEO ANO APPROVED BY THE DISTRICT'S ENGINEER ANO SUPERINTENDENT, 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A Cl TY RIGHT OF WAY PERI.II T SHALL BE REO/JIREO. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BcGINNING OF CONSTRUCTION. I TELEPHONE NO. {619} 438-3891 I © 1997 O'Doy Consultants, In< c~~:?,, DESIGNED BY: J.T. DATE: JULY 1997 DRAWN BY: M.L SCALE: AS SHOWN PROJECT MGR: M.N.P. JOB NO.: 97-1008 7220 Avenido Encinas Civll Eng!neerlng ENGINEER OF WORK: Suite 20-4 Plol"l!"ling Carlsbad, California 92009 Processing "J\A{f f N, j. ~\ , ·0 , 619 9.31 7700 Surveying DATE: /0. a.,/ f"Olc:619-9.31-8680 ~N.PU E RCE: 46935 CITY OF CARLSBAD FIRE DEPARTMENT "AS BUil T" REQUIREMENTS M. CA NO. Of F.H.(S)_F,FLOW G.PJ,t OUT Of_F,H.(S). I Ll 'f lD! BLDG. SPRINKLED YES/NO .. , F.FLOW __ G.P.M. RCEl f(f)'/35 i{oojo?i DATE EXP. REVIEWED BY: FIRE MARSHAL DATE ~.(2,,,e,€, Q,2/QL INSPECTOR DATE I S2ET I CITY OF CARLSBAD I SH,TS ENGINEERING DEPARTMENT ' /MPHOVEMENT ~ GRADING Pi.ANS FON: TH£ CARLSBAD SPECTRUM PROJECT NOTES AND SECllONS M.S. 97--fH AP_/ -::,Z:, ~ Jk4,, ./../. LLOYD 9. HUBBS }Z,-{7-11 CITY ENGINEF-R PE 23889 EXPIRES 12-31-97 DA TE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: M.S. 97-04 358-4 OTHER APPROVAL CITY APPROVAL RVWD BY: f1\JOBS\97IOOB\9708I02 10-3-97 IO•JB,5-4 O.M EST Jll(r_• !JJ0/1 CMWD 97-27C w ~ ~ \ ~ " = R, _. = = r l i I . I I I ' ' ' i i 1 I I I i r .,,1. i 40' -----20' BO' SCALE: 1• = •o• I I ., I I © 1997 O'Doy Consultants, Inc. . j ' !_ I 1 i-j_ 10+00 i j I I ., ' I i I l 11+00 2 7220 A~nido Encino• Suite 20'4 Cartsbod, California 9200!9 619-931-7700 ra::c:61Q-9J1-e6811J ,···. f ;, -::, . :' •. ; ;. .. ~t-~:_,:::;. -,.,-~ Civil Engineering Planning Proce•ln9 Surveying i ' • , i I . i. 1 . !,•,ti.~: I ' I ~ j _) _ l I • ' 12+00 13+00 14+00 , J PLAN -VAN ALL£N WA Y SCAtE:1·-~· DESIGNED BY: ~J.T~· __ DATE: JULY 1997 DRAWN BY: M.L SCALE: 1° • 40' PROJECT MGR.: M.N.P. JOB ND,: 97-1008 "AS BUil T" l/vt~{)._).L RCE 15 EXP. 'l /30/ 0"'5 I /z r-t/01 DATE E~NEER Od_:1~ DATE, 10. a. REVIEWED BY: M»tl?li!:f .PIJRWIICE RCE: 46935 INSPECTOR I I ! •• I 1 I i I : I I : -! .. r · J. 15+00 I BENCHMARK: DESCRIPTION: BRASS DISC IN WELL MONUMENT I i .l i ! j l I J ' I I . I I I • ; I i , _; i --i Ii I I i I + . · I I I ' I .. .i . j ' 1 ! I i i · I I I I J ··•· ' NOTES A H£!IOI£ I.J8 l.F. OF £X/STTN(; CtJfr8, GtJ17('H, ANO SIO£WALK POHTTON OF £X/STIN(; .Jf HCP S70/N fJIWN TO 8£ REIIOl£D ANO R£PlAC£O ROIOVf £X/STTN(; C/JRB /NI.ET ANO 18" STOHII fJIWN S/'/18 AC IMll'lAr -f'£ATHFR FOR SMOOTH mANSITION £X/ST1Ml CAIY BOK TO 8£ R£/.0CAT(f) PfrOTFCT £XISTOK; IJT/t.lTl£S SE£ SH££T ,1 FOR STOlrU DRAIN Pt.ANS H SEE SHEET 5 FON 6RAIJIN(; Pt.ANS ! l • I I ' , ___ -. J. .... ! I I i i , I • I l i (NQ 0£LTA/8EARINC I A = lT,#3'29" 2 N 36'31'58" E .J A = 21'12'19" " N 6.J¥,l'/l" E 5 A = 18'-13''ff 6 N 45rJ0'21" E 1 A= 211'21'-II" 8 N 82'28'o8" E 9 A = 18'43'$!;, 10 N 6.J¥4 •17• E II A= 21'12'/9" 12 N 36'31"58" E I.J A = !/6°,#0'>I, ~ OELTA/BEARINC I N 26°.J/'58" E 2 A • 31'12'19" .J N 63'-l-l'I 7 E ' 1 l I i I i I I I f f i ! 1 I I ! I I l I I ; j ! : j -l I I .. l ' l-j I I ' • i, i 1, CENTERLINE DA TA (Nl} 0£LTA/8EARINC RAO/US LENGTH I N JG.JI '58" E I.J2.#J' 2 A • 21'12'19" .JOO.()(J' U2.-15' .J N 6.J',U'I T E 25,1,39• CUR'S DATA RAO/US I.ENCTH R£MARKS 35.()(J' -17.-18' TYPE r, CIJRB .t GUTTER --16.22' TYPE , CIJRO .t GUTTER .J26,{)(J' IM.19' TYP£ "C" CIJRO .t GUTTER --158.81' TYPE r; CIJRO .t GUTTER /{)(},{)(}' .J2.69' TYPE "C" C/JRB .t CUTTER --50.()(J' TYPE ·c· CIJRB .t GUTTER 50,()(J' 189.11' TYPE •c· CIJRB .t CUTTER --50.()(J' TYPE CIJRB .t GUTTER /{)(},{)(}' .J2.69' TYPE CIJRB .t CUTTER --158.81' TYPE •c• CIJRB .t GUTTER 27'1,{)(J' 130.10' TYPE •c• CIJRO .t GUTTER --55.85' TYPE <.i CIJRB .t CUTTER 35,()(J' 59.06' TYPE <i CIJRO .t CUTTER SEWER DATA RA/)/{)$ I.ENCTH REMARKS --I.J.01'+ tr M, 'SOR.JS .J()(),{)(J' 19-1.81' trf'IA:, 'SOR.JS --299.19' 8"PIC, 'SOR.JS WATER DATA 'NG RAO/US LENGTH /?£MARKS I N 26'31'58" E 2 A • 31'12'19" 3 N 63'4>1'17 E >I N 63'-1-1'17 E 5 N 63'-l-l'I E 6 N 29'/5',#, W 1 N 26'/5',I, W 8 N 26'/5',#, W 9 N 26'/5',#, W 10 N 80'36'5 W I.J.22'+ 281,()(J' 182.-11' 81.55' 55.08' 24.60' l/,.}6' 11.85' 11.65' 10 mN a 150 10 Pit' N Cl 150 /0 Pit' N a /50 Id' MN Cl 150 10· Pit' N Cl 150 Pie N Cl 150 Pit' N Cl 150 MN Cl 150 MN Cl 150 Pie N Cl 150 1----!--+-----------t----+--t---+----! I SHJEET I CITY OF CARLSBAD I SHE,ETS I ;::::::::::=.::::=:E:::N:::G=:IN:::::EE:::R=IN:::G:::::::::OE:::P=A=RTM=:::E=:N=T==::::'..::==~ IIU'fiOVCJ/£NT Pl.ANS frM: VAN ALLEN WAY (S.D. CO. CONTROL PT. R1800-389+44-BC) 11.S. 97..fN LOCATION: INT£RSECTION Of EL CAMINO REAL AND COi.LEGE BOULEVARD RECORD FROM: NORTH COUNTY CONTROi. DATA DA TE INITIAL DATE INITIAL ELEVATION: 1 J6.01 M.S.L ENGINEER Of' WORK REVISION DESCRIPTION OTHER APPROVAL F,,J□BS\97I008\9708I03 10-3-97 11127:55 o.ri [ST )t',ol· 9708/, 97()8j/Af'. 9708PW0f; 9708S/1?, 970/JiJn, 97/Jl!7Un, 97()6TPI, SPC70717 DWN BY: __ _ DA TE INITIAL CHKD BY; __ _ CITY APPROVAL RVWD BY: Ll(JYI) 8. HUBBS ll-( 1-"I 7 EXPIRES 12-31-97 DATE PROJECT NO, DRAWING NO. M.S. 97-04 358-4 CMWD 97-270 \ .. j J I --l , I 10+00 S T'ORlrl DRAIN 9' © 1997 O'Doy Consultants, Inc. 11+00 j j J l ' I I I i j . .i -·· ' I t I t L .. f l I l -' .J -. l. .! I ' I 12+00 I I 1 -I -I I I i i l l I ! , I I I 1.J+OO 14+00 20' WA /Ur £AS£M£NT TD C.11. W:O. ' -.. r l f j ! j 1 ' 15+00 ' l -i-.. j I - -' t ' i. i I I j . - I i i i ' l f j -I I ' I i I - i 16+00 FON VAN All£N WA r Ote. No. 358-48 ± to• WA /Ur LIN£ 1'£11 MIFW01£11£:NT PLANS -------- ----------1,t/-------------+------w'-------------►-,,,,-----==--W--==-----=W----<:I- , I I F~DM 'i'VT C.J STORM ORAIN '.A' PARCEL ./ ;, PARCEL 1 --------_.Y. 4 t i- I I _J I __ _J ' 1 -t • ' ---; ' I +-"" ' ! _J .. ·t I l I ' I 17+00 i I ' I -· I f I l PARCEL 2 <f.f "' • ., ,,.,,., m '""-=· :,;,,,,,_.- \/s \{)RAIN \ '\ \ '\ \ ~ ,,_~. ~ (c; • PR(p()S£lJ ST'OR/rl ORAIN EASEMENT ~c, 'PlllY',_!:f!Jv. so. r· \ S££ :,nr:, T 5 ;TOHM ORiJN t'' \ \ \ ', \ \ 'j;,Al!fEL J \ \ \ t-I . l • -' I ' r ' I ' i ; r -, ! : I I : ' I i L , I -i ! ! l ~ -l I l f -• ,. • -1 ' . ! j-., -~ ,-.... , ' I i i j r . ! -. ' ' ' - ' ' ' 1 - ' !-j . l . _, . ! I i ' . I. - . ' . l j ___ :,:_ ' I ::_:::__~~====2!'.:~- 80£CO COPO/.MR --~ ~ i MARCON MCAST ACl'I' • HO/.£ SHAFT OR £0/JAI POI. "r'PROPrJ.£N£ STEP OR £0/JAl PH0WJ£ l/D WITH J' -o• OIAll£T£R ACCESS OP£MN6. SEE SORS0 0-9 FOR REINFORCING ANO OETAllS DIA. 6' DETAIL ~• <O NOTES: 1. SEE SORSO 0-10 6: 0-11 Ft Al){}/TIONA/_ OETAllS 6: NOTES 2. X=6' r=6' Z=6' MODIFIED TYPE "B-6" CLE,4NQIIT NOSCAlE STORM DRAIN DATA ~ DElT/ n.~•RtNC RAO/US LENGTH REMARKS 1 N 6.J",f,#'/ E J5.96' JO" RCP N IJ50 O •• PLAN -STORM DRAIN 'C' & 'D' 2 N J5"50' E 118.1"' JO-. RCP N I 350-0 •• J N J5"50' E 219.21' JO" RCP ~ I J50-0 •• 4 N J5"50' £ 20-,,3/' 36-. RCP N ss, I 09/YJ/ c,vn. CALI~ 'L 40' PLAN -STORM DRAIN 'A ' & '8' 20' 80' SCA/.£: 1• • «J' SCALE: 1' • 40' "AS c~~;;l,,s DESIGNED BY: J,T, DATE: JULY !997 DRAWN BY: M.L SCALE: 1· • 40' ·.1t u--- PROJECT MGR.: M.N.P. JOB NO., 97-1008 RCE tft, "/35 EXP. 7220 Avenida Encinas Civil Englnflffl'lng ENGINEER OF WORK, Suite 2().4 Planning 'Mil-~~ REVI~: Cor1•bod, Colifornio 92009 Procn•in~ DATE: P ·8 · 'f'1 619-9J1-7700 Surveying Fo1c619-9J1-61580 l-..u.tM"-lfil' I. PURVIANCE RCE: 46935 INSPECTOR BUil T" I [Z"f[OI Cf [JO ;2:l.3 I DATE I 7(_9_/01 DATE fl[CCWSTR(JCT NORTH£Ht Y FACE OF EXIST. 'F' C.8. £X1ST JO• STOHi/ ORAIN P£R Ote. NO 29,, -I BENCHMARK: DESCRIPTION: BRASS OISC IN WELL MONUMENT (S.O. CO. CONTROL PT. RIS00-389+44-BC) LOCATION: INTERSECTION or EL CAMINO REAL ANO COUEGE BOULEVARD RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATION: 136.01 M.S.L /1\ DATE INITIAL ENGINEER OF MJRK REVISION DESCRIPTION r1'>d0BS\97100B\9708I04 10-3~97 11:QQ,25 O.M EST X,ef: 910/Jt, 91rJ811AP, 9108PRF2, 9108ST!?, 9108/J/1, 970811Jl1 IJ50 0 •• o· -----40' 5 N 88'25'3, £ 92,J2' "8" RCP ~ 1350-0 •• 6 N 8J'/6'26" W I I.JO' "8" RCP ~ 1'50 0 •• 20' 80' 7 N 3/',f/V,," W I.R,20' ~4" orp,.., I ?"l;n. -n .,., SCALE: 1' • 40' 8 N 26'l5',fJ" W ,fJ.69' ,,,. !K!' N 1un O..., Q u "'""~"'lili" w ~I( Rl'J' ~~• °"P,.,, , .,,,,_n •• 10 N /~YU•,,,;• W ~9. ~?• ,,.. RCP N I .,,,_n •• ,. WATfRTICHT JOINTS P£R CITY OF CARISBA0 OESICN STANOAROS I SH'T I CITY OF CARISBAD I SH,TS ENGINEERING DEPARTMENT STOINI DRAIN PW(S FOR: THE CAHLSBAO SPECTRUM PROJECT , 11.S. 97-04 I Al>PR()fl~ I~,· ~ / /-.....,:,. .-1• • LLOYD B. HUBBS {l--fZ -t:f? CITY ENG[ti(ER 'Pl 23889 EXPIRES 12-31-97 DATE DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO CHKD BY: AI.S. 97-04 358-4 OTHER APPROVAL CITY APPROVAL RVWO BY: I I JI I I ., CMWO 97-211. -t. !., ..J OJ <11 ~ ' ..I:_ (t, 10' -----40' 20' 80' SCA/.£: I' • -10' / .. © 1997 O'Doy Consultants. Inc. , / /, / , , ' . ' . ' ', ', ',, ., .... , .__'.. :::.., ', . ·~d·",,,, ~', .. , •• ... ',,-:c:2:,, \,~ , / , / \ ~,._..,,, .. '-' -;,-S:..T.-1 / /, ' ' ' ' ' , ' ' ,, /' /, / / PRfVA T£ STORll(ONAIN 'F' ' I@ 55.2 lF N 12• Pit' t, 1 l.5# {PR!VA 'IF:} "' ""-... ' \ ' \ ~ ;:a;, ~~~ \A~ ' I I i I ~.:~ \ \;t~\<; ~ \ ~\ \\ ~ ~ f ,\'~ " \"~~~1\,1 \ \ '"""' I i I ! DESIGNED B"f: _J=.T~, __ DATE: JULY 1997 DRAWN B"f: M.L SCALE: 1° • 40' PROJECT MGR.• 11.N.P. JOB NO,: 97-1008 ENGINEER OF WORK: / 2 ' / ,, I I I I I / ( ' ' \ I ' r I I f ! I ' I ALLEN w, PROPOSED e• S£1'£R I ~,o· ..,..,_ _______ -+-____ 1 __ .. . --------. \ I .J \ PR/VAT£ STOHi/ DRAIN t' I (J) 20 lF N 18" C,11,P, t, 12.M (PRfVATF:} I 0 J56 lf' N 18" PV.c. "l.lK (Pf//VATt} ! (J) 55.2 lF N 12· P.VC. t, 17.5# (PRfVAt) I \ ' I I I I ..., i I \ I I \ \ ' ' ' I I ' I I, ', \ ' \ I \ I I GRADING PLAN -VAN ALLEN WAY /I Sil T f'FNCC AT rot (Y' Sl Off i ' \ ' \ j / \ I i ~ s ~ / -I / /ill T f'FNCC AT TO[ OF Sl Off .J EROSION CONTROL PLAN BUil T" SCALE: r• • '10' •. ' ' -\-- i \ ' I ( \ ! \ I \ ! I ( \ ALLEN WA PROPOSED 8" 11£:R / ' I I I I ' I I I ' \ i ' I \ I I ' \ \ / I I I ' -VAN ALLEN WAY BENCHMARK: DESCRIPTION: BRASS DISC IN WELL IIONUM£NT /' \ \ I ' \ ' ' i / / I j I \ I ' I I ! I I i I I I ' I ' I I I (S,D, CO. CONTROt PT, R1800-389+44-BC) RCE 4//fzjfj EXP, "I /30/03 ' REVIE'M::D BY: DATE LOCATION: INTERSECTION Of EL CAMINO REAL AND COLLEGE BOULEVARD RECORD FROM: NORTH COUNTY CONTROL °'TA r I I % t,i R: -,. ~ 7220 Avenido Encinas Suite 204 Carlsbad, Collfornio 92009 &t9-9.l1-7700 rax:819-931-MM CiVl1 Englneerlrua Plonnin._i Procesalng Surveying n . ~ 'I ~ . DATE: /0 .e, ·fl lxloto$e£: INSPECTOR ELEVATION: 136.01 11,S,L. RCE: 46935 DATE I PliANS 0 \ ~ ~ I ~ ~ i \. ' ' 0 DATE \~ \~ ,, ~ \\ ~"l. ·,, ,~, ' ' ; '¾ \ ' ' ·, ,, I I I '\ ~~ ·,! i\\ ,, .J /1\ INITIAL \ \ \ \ ,, "' ,'.._--'l I ' ' I ' I i I i : I ' I \ ENGINEER a WORK REVISION DESCRIPTION r,,J□Bs,911ooa,91oa1os 10-J-97 11r19,o9 o.M EST Xrefs: 97091. 51706GRDV. 9708JMP. 9708STR, 9709UTL. 97087UTl, 970S1'PI I I ! i I \ ' \ \ \ \ \ I \ ' DATE / INITIAL OlHER APPROVAL DATE NOTES A R£IIOV£ 120 l,I'. Of' £KIST/NC CURB, CIJ17(R, ANO SIO£WAI.K PORTION Of' DOST/NG JJ" RCP STORM /JRAIN TO 8£ RfllrM!) AND REPUC£0 R£IIOV£ EXIST/NC Ctlf?B /NI.ET AND 18" STORII MAIN STVB R£IIOV£ EXIST/NC Tl?££ EXISTING CAIV 80X TO 8£ RELOCATED BY OAN/£l 'S CABL&s/ON F PROT£CT [XISllNC IJTILITIES SEE SHEET J FOR IUPROVEll£NT Pl.ANS AT ljlN ALLEN WAY H S££ SHEET -I FOi? STORII ORAJN Pl.ANS . I ' I SsET I CITY OF CARLSBAD I SH7TS ENGINEERING DEPARTMENT GffAIJIN(J ~ CIIOSKJN CONrfiOt. PLANS FOIi: VAN ALLEN WAY . 11.S. 97-(),. AP--~ :,,f.: L_/ ( _..,:t, '., LI.O'tO B, HUBBS J 'l,-/7•'1; CITY ENI INE PE 23889 EXPIRES 12-31-97 DA TE DWN BY: PROJECT NO. DRAWING NC INITIAL CHKD BY: Cl TY APPROVAL RVWO BY: Al. S. 9 7-04 358-4 CMWD 97-271 1 CA) U) 'I\ OQ ~ ' -4:: " = c:; \:--., '§, EROSION CONTROL NOTES 1, IN CASE EMERGENCY WORK IS REOUIREO, CONTACT KOLL CONSTRUCnON AT (619} 292-5550. 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL 8£ MAO£ AVAILABLE AT ALL TIMES OUR/NG THE RAINY SEASON. All NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY 0£1//CES WHEN RAIN IS EMINENT. 3. OE:V!CES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF TH£ ENGINEERING INSPECTOR. 4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL D!VICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER OU£ TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARIS£. 6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS ro PREVENT PUBLIC TRE:SPASS ONTO AREAS WHERE IMPOUNDED WATE:RS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED P£R THE APPROVED GRADING PLAN SHAILL BE INCORPORATED HE:REON. I!. GRAOE:O AREAS AROUND THE PROJE:CT PERIMETE:R MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. All REMOVABLE PROTECTIVE: 0£1//CES SHOWN SHALL 8£ IN PLACE AT TH£ ENO OF EACH WORKING DAY WHEN TH€ FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (#O!lt). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYOROSEEOEO SLOPES FAIL TO PROVIDE EFFECTIVE: COVERAGE OF GRADED SLOPES (90Jlt COVERAGE} PRIOR TO NOVEMBER 15, THE SLOPES SHALL 8£ STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF TH£ EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRtCAnON SHALL BE INSTALL€0 ANO MAINTAIN€0 AS R€0UIR€D IN SE:CT!ON 212 OF THE STANDARD SPE:CIFICATIONS ANO THE FOLLOWING: A. HYDROSE:€0/NG SHALL BE APPLIE:D TO: 1, ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER' WHE:N THE:Y ARE.- a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 F£€T OR MOR€ IN H€/GHT. 2. AREAS GRADED FLA TTE"R THAN 6: 1 WHE:N ANY OF TH€ FOLL OWING CONDITIONS EXIST: o. NOT SCHEDULED FOR IMPROVE:MENTS(CONSTRUCTION OR GENERAL LANDSCAPING} WITHIN 60 DAYS OF ROUGH GRADING. b. l0£NTIFl£0 BY TH£ PARKS ANO RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAl,f" ANY SPECIAL CONOITION 10£NTIFl£0 BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYOROSEEOEO AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: C. D. 1. All SLOPES THAT ARE GRADED 6:/ OR STE:EPER ANO THAT ARE: o, THREE TO £/GHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM OU/CK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING IOOJ/t COVERAGE. b. GREATER THAN 8 FEET IN HE!GHT SHALL BE WATERED BY A CONVENTION- AL SYSTE:M OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING /OOJ/t COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRl?IGATEO AS APP/?011£0 BY THE CITY £NGIN€€R, PRIOR TO HYOROSEEOING. TH£ DEV£:LOP€R SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC /?£CARDING THE NUMBERS, TYPES ANO COSTS OF THE ELEMENTS OF TH£ PROPOSED SYSTEM. 3. I/?RIGATION SHALL MAINTAIN THE MOISTURE L£11£L OF TH£ SOIL AT TH£ OPTIMUM LEVEL FOR THE GROWTH OF THE HYOROSEEOEO GROWTH. HYDROSEEDING MIX SHALL CONSIST OF All OF TH£ FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: 2. o. 20 lbs. PER ACRE OF ROS€ CLOVE/? b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA "· J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW} f. 1/2 lb. PER ACRE: OF OIMORPHOLECA g, ITEMS c,d,1!, ANO f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYOROSEEOEO IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h, trEM o OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA ANO APPLIED ORY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEOING. ,. All SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD ANO AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. J, NON-PHYTO-TOXIC WE:TTING AGE:NTS MAY BE" AOOE"O TO THE" HYDROSE"E:O SLURRY AT THE DISCRETION OF THE CONTRACTOR. TYPE: 1 MULCH APPLIED AT THE" RATE OF NO LE"SS THAN 2000 lbs PER ACRE TYPE 6 MULCH (STRAW} MAY 8£ SUBSTITUTED, All OR PART, FOR HYDRAULICALLY APPLIED FIBE"R MATE:RIAL. WHEN STRAW IS USED IT MUST BE" ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50Jlt OF THE STRAW INTO THE SOIL 3. FE"RTILIZE"I? CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15Jlt SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEDE"O SHALL BE" PREPARE"O PRIOR TO HYDROSE"E"OING BY.• 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: o. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIE"NT/. Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BRE:AK UP USING ITEMS o OR b ABOI-£. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY.· o. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SA TURATEO SEED BED. b. THE" ADDITION OF SOIL AMENOME"NTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE" SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH: £. HYDROSEEOE"D ARE"AS SHALL BE" MAINTAINED TO PROVfOE" A VfGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEOING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS RELEASED. © 1997 O'Doy Consultants, Inc. if"m" j: PUBLIC RIGHT- OF -WAY ,.:1,l. PROflL, EXISTING GROUND _L PUBLIC RIGHT-OF-WAY I I I PROVIDE APPROPRIA E TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY STABILIZED CONSTRUCTION ENTRANCE ANGLE F'IRST STAKf TOWARD PRE.VIOUSL Y LAID BALE ---~ FLOW ----1► WIRE OR NYLON BOUND BALES P/.,1,CED ON TH£ CONTOUR 2 RE -BARS,ST££L PICK£TS,OR 2•x 2• STAKES 1 1/2' TO 2' IN GROUND ANCHORING DETAIL • ORA/NAG£ AREA LfSS THAN 1 ACRE STRAW BALE DIKE 1. SET POSTS AND f:XCAVATE A 4 8Y 4 IN (10 BY 10 CM) TR£NCH UPSLOPE: FROM AND ALONG THE LINE OF' POSTS. -------__-::::.-- / ---"'.'.-/ ~~ ~"'- 2. STAPLE WIRf FENCING TO THE POSTS. 4 IN (10 CM) J, ATTACH THE FILTER F'ABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4, BACKFILL AND COMPACT TH£ EXCAVATE:D SOIL SILT FENCE 9 IN (23 CM) fARTHfN RIDGf FILL SLOP£ UNLINED SW ALE & BERM I I GRAVfL FILTER RUNOFF' WATER WITH S£DIM£NT SfDIMENT DROP INLfT WITH GRAT£ ~--CONCR£1T BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN DROP INLfT WITH GRATE: COMPACT£D SOIL TO PRfVfNT PIPING STAKfD STRAW BALE RUNOFF WAT[R FILT£RED WITH SEDIM£NT ll.'.UW ll1'!'JJ WA TE:R ,,-111::::111 .. • • ''1•0• I'~, II':·. " "' II h STRAW BALE'S STAK£D WITH TWO STAKES PER BAL£ END AND SIDE OVERLAP AT CORN£RS FLOW HAY BALE SILT BARRIER GRA VE:L BAGS OVE:RL.AP ONTO CURB J FT (0.9 M) MIN. -RUNOF'F' 0 0 0 0 0 0 0 0 GAP BfTW[fN BAGS ACTS AS SPILL WAY THREE I.AYERS OF' GRAVE:L BAGS WITH ENDS OV£RlAPPED GRAVEL BAGS 4•-6" LOGS LOG CHECK DAM A POINTS A SHOULD BE HIGHER THAN POINT B HAY BALE CHECK DAM 6 IN (15 CM) 24 IN (61 CM) (A) l COARSE AGGREGRATE now ~,.)..cu, 9 • (B) L•DISTANCE SUCH THAT POINTS A AND B ARE OF £QUAL ELEVATION GRAVEL CHECK DAM c~~:?,, DESIGNED BY: M.N.P, DRAWN BY: K.D.P, PROJECT MGR.: M.N,P. 7220 Av11nido Eneinos Civlt Englneerln4;1 ENGINEER OF WORK: Suit• 20◄ DATE: lrEQEND DESCRIPTION QUANTITY SY)(BOL STABIIJZED CONSTRUCTION ENTRANCE I EA. STRAW BALE DIKE SILT FENCE ----- 4301.F • • • • • UNIJNED SWALE & BERM D-75 IJNED SWALE BLOCK-SCREEN-GRAVEL SILT BASIN HAY BALE SILT BARRIER LIMITS OF CLEARING & GRADING GRAVEL BAGS PUNCHED STRAW LOG CHECK DAM HAY BALE CHECK DAM 1,650 EA. -•~■ GRAVEL CHECK DAM ~ RIPRAP ~ ~ ~ ~ ~ • SLOPE PLANTING / HYDROSEED 5,145 SF • JULY 1997 . • • • BENCHMARK: DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.O. CO. CONTROL PT. R1800-389+44-BC) LOCATION: INTERSECTION OF EL CAMINO REAL AND COLLEGE BOULEVARD RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. QC 0147 ELEVATION: 136.01 M.S.L. DATUM: U.C.S. & G.S. "AS-BUILT " ~ -~ ' > ' ' SCALE: NO SCtU ·){ L,,L_ P.E.J 'th 'f Jo EXP. I (_1 't(_Di JOB NO,: 97-1008 Cf/!JOiOJ DATE • Planning REVIEWED BY: Carltbod, CotlfomMJ 92009 Processing ~ ') __ . •OATE:fO,& 77 619-931-7700 Surveying F'od!19-9.51-86SO • RCE: 46935 INSPECTOR DATE I,\ DATE .. ITIAI. ENO .. EER OF WORK REVISION DESCRIPTION r,,JOBS\971008\9708!06 10-3-97 8•5◄:14 OM [ST Xf't!I$.· 9708£ DATE INITIAL DATE INITIAi. OTHER APPROVAL CITY APPROVAL I SH6T II 11 SH,TS !f(()SION cmrmot. PLANS FOH: TH£ CARLSBAD SPECTRUM PROJECT £HOS/ON CONTHOL. NOTES . M.S. 91-04 ~ [ ,,i, LLOYD B. HUBBS / t-/ J -Cf; CITY EXPIRES 12-31-97 DA TE DWN BY: PROJECT NO. DRAWING NO CHKD BY: RVWD BY: M.S. 97-04 358-4 CMWO 97-27t l l I -- I i / I 1~ 1 II I I I / I I~ I // I I I I I II ·1 I I ' t 10' 20· 40' SCALE: I' • fO' BO' © 1997 O'Doy Consultants, Inc. 7220 Avenldo Eneinos Suite 204- Cartsbod, California 92009 1519-931-7700 Fax:619-931-MBO Civil En9ineerlnq Planning Procenin9 Surveying 0 NOT£: IMPROVEMENT PLAN FOR IRRIGATION METERS -COLLEGE BOULEVARD CONrf?ACTOR TO li£PI.ACE EXfSTINC fllPf?(Mll£NlS [)Ml,4GE{) er CONSTNfJCTION TO TH£ SATISFACTION OF THF: CITY INSPECTOR. !'ARC££ 2 ,.,---....,,, . . ' I ( j r • <•' ., . ' ( ' ( I' ' ,./ I t ,-------------- I . : 10+0() VAN ALLEN WAY I IMPROVEMENT PLAN FOR IRRIGATION METERS -FARADA 1 Y AVENUE J DESIGNED BY: ~J,=T•~-DATE: JULY 1997 DRAWN BY: M.L SCALE: ]" • 40' PROJECT MGR.; 11.N.P, _: JOB NO.: 117-1008 ENGINEER OY WOAt<: "AS BUil T" 411. CJ. RCEiff"f?J? EXP. 1ft,o(o3 REVIEWED BY: INSPECTOR ! i SCALE: ,. -«J' BENCHMARK: rftf/ot DATE DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-389+44-BC) LOCATION: INTERSECTION Of EL CAMINO REAi. ANO COi.LEGE BOULEVARD RECORD fROM: NORTH COUNTY CONTROL DATA DATE ELEVATION: 136.01 M.S.L. -....---.-------------------··,f fSHlErl CITY OF CARLSBAD t-------11----+----------------t----+--+-------11----1 l.L.J ENGINEERING DEPARTh4ENT 1----+---f-------------------+----+----1----1----1 DATE INTIAL ENGINEER OY WORK REVISION DESCRIPTION F'i\JOBS\971008\9708107 10-3-97 llrl2140 O.M EST Xrtfl: 9708!, 9708MN), 970l!IUTl, 97M7UTL, t7MTP DATE INITIAL DA TE INITIAL OlHEA APPROVAL CITY APPROVAL MIPHOYC/IENT /It.ANS FOR 1/iRKJA T10N ltl£TfRS: PARCELS 1, 2, J et , LI.O'II) 8. llJB8S 'i-fl~i 1 I EXPIRES 12-31-97 DATE I PROJECT NO. M.S. 97-0-1 CMWD 97-27l w ~ ' -t:..