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Home My WebLink AboutDWG 409-1A; CT 98-10; CARLSBAD RACEWAY; 01-14I I I I -·-_,_-_: __ -~,_,,":":·_· --------::-""-" I ._ I_. ·I , , .. -r I I I I -. -; _(\__ J V RACEWAY CARLSBAD GRADING PLANS C. T. 9B-10 I I I I I I I I I I I I I I I I --~:lt.Y~ SOILS £NGINEEll'S C£RTIFICAT£ I,~-------------, A REGISTERED CIVIL ENGINEER OF THE ST.4TE OF CA!JFORN!A, PRINCIPALLY DOING BUSINESS IN "- I ,,..., ,,..., . - I ""\:-,,..., ,·-··-·;:· /j / \ ,,...,-~ . ' ,, I ,,...,'( _,1 / \,, PAR£EL C . ,,.,,-1 \p,;1_;/154B8' I \\. " I " >"," I -•-/ +· I .1 , ,· I ( I ·.'\ --.\- 1 I I " I ·.· •. '_',,. . ' . '',' t.S. _, 1 I AH. No.2§ -,nas, 1P~2-·.f!JJ;E.641B ,'PARCEL f ,. 1 ! , A.H. Nd5 ,B, 9112 + R, , s, 12232 ·+· o· I 1 300 SCAf: 1" = 300' I I I I I I I i I -" "~ - --·,' ~· I -, -, I '-, _,,_-. . I -,.. . ,,..,, _,, -,gg,. ·O ,, I J __ .. -··-· -------..< _ 4)n,;:;!"', ..fi';;'Wf"~ UJ J J , ,--r JD I --------~ J -II . . . ,:\> \_ H II , -' + I Mi;/{}Jqz_ •· -· i~ 'll1 ., ' >Iii) i ,1~·1 · I . k N S-PAC i, ,; I I ---· . • . .•. .·• .. + l:k· :, ;~ --<~ .. > jl: .. : . i~~ .:-.. ·:, .-,.--··., +.;·· I LDT 18 ""' 1 I MAP 12807 ,• , Ji~ I . ' 600' EARTHWORK OIJANTITIES cur.---"''Jcc6""s,-'--oa'--'v_:;_;c Y"" FILL: I, 3 ! I, 0'00 CY IMPOR l-148. 00'0 CY REMEDIAL: 394,000 CY NOTES: I. THESE QUAN1JT/£S ARE FOR BONO/NG PURPOSES ONLY. ANO ASSUM£ NO SHRINKAGE. CONTRACTOR TO VERIFY TO HIS SA T!SFACTION 2. CONTRACTOR SHALL SUBMIT ANO RECEIVE APPROVAL FROM CITY FOR HAUL ROUTES PRIOR TO HAULING DIRT OR CONSTRUCTION MA lERIALS TO OR FROM THE SITE. PHOJECT LOCATION THIS PROJECT IS LOCAlEO HfTHIN ASSESSORS PARCEL NO 221-011-03,04,05 AND 221-070-22. TH£ CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 1992 £ 6258 SOVHCE OF TOPOGHAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL TOPOGRAPHIC SURVEY BY SAN LO AERIAL SURl/£YS ON JULY 8, !997. LEGAL OESCH/PT/ON: A PORTION OF LOT 2 OF SECTION 13, TH£ SOUTHEAST QUARlER AND SOUTHWEST QUARlER OF THE NORTHWEST QUARlER, THE SOUTHWEST QUARlER OF TH£ NORTHEAST QUARTER, THE NORTHWEST QUARTER OF TH£ SOUTHEAST OUARlER, TH£ NORTHEAST QUARTER ANO THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECT!ON 18, ALL BEING IN TOWNSHIP 12 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO omC!AL PLAT THEREOF. CITY OF OCEANSIDE HIGHWAY PACIFIC OCEAN CITY OF VISTA ROAD AVE CITY OF ENCINITAS VICINITY MAP NO SCALE TH£ F1£LD OF APPLIED SOILS MECHANICS, HEREBY C£R7'/FY THAT A SAMPLING AND STUDY OF TH£ SOIL CON[J!T/ONS PREVALENT WITHIN THIS SITE WAS MAOE~M£ OR UNDER MY t:R-.. 'CT/ON THE DATES OF 'Sl.t.li-'( ( Z , 20 · · · AND1J.YIJ,--L.Z-, 2042!:( TWO COPIES OF THE SOILS REPORT C FROM THIS STUDY, WITH MY R£COMM£NDAT!ONS, HAS BE,~S:UBMI. · TTE,' lJ TO TH£ omc£' 'OF TH£ CITY ENGINEER. ('),-r:l_ SIGNm· ·· ,..,,. 4(J ~ -LM ,. "'L 8 G.E. Ny_--=2=.,_I_.:.,?-_::~,::___ _______ _ oo21 DATE.-_,_lo""'. -"O_L/_,t,--'-~-=o=-'-1.._. ------ LICENSE EXPIRATION OAT£-C,(st>(p s 0£CLAHA TlfJN OF liESl'(JNSl{Jlf CHAHC£ I HEREBY 0£QARE THAT I .4M THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAI/£ EXERCISED RESPONSl!i1i£ CHARGE OVER TH£ DESIGN ON TH£ PROJECT AS DEF1N£0 IN SECTION 8703 OF THE BUSINESS AND PROFESSIONS COO£, AND THAT TH£ DESIGN IS CONSISTENT /#TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SP£CIF1CATIONS BY THE CITY OF CARLSBAD DOES NOT R£IJ£VE ME, AS ENGINEER OF WORK, OF MY RESPONSIBIUTIES FOR PROJECT DESIGN. OVAY CONSUL T.4NTS, INC. 2710 LOKER A~ #EST, STE 10'0 CARLSBAD, CALIFORNIA 92008 (160) 931-7700 ~-C) TIMOTHY 0. CARROLL, JR. R.C.E. NO 55381 DATE.-:ohz/04: EXP. 12/31/04 OWN£H'S C£HTIFICAT£ I (WE} HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL 8£ RU,,.!Nll) TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND Sli4B!L/TY OF THIS SITE. .. 1 /,£,-top< /, ' . ', ;/ ~1- N, OWN£H/SUfJIJIVl0£R: FENTON RACEWAY LLC 7588 METROPOLITAN DRIVE SAN DIEGO, CA 92108 (619) 400-0134 CIVIL £NGIN££ll/UNO SUl(:V£YOH: OVA Y CONSULTANTS, INC. 2710 LOKER A VENUE #EST, SUITE 100 CARLSBAD. CA. 92008 (160) 931-7700 S£W£H NOTES (VISTA) DATE /, A RIGHT OF WAY PERMIT FROM TH£ CITY OF WSTA HfLL BE R£0UIR£D FOR ANY WOHK TO BE f}()N[ TH£ GR.40/NG WORK SHALL CONSIST OF TH£ CONSTRUCTION OF ALL CUTS AND RLLS, REMEOl.4L GRA[J!NC, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND P/ANT!NG OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO THE CITY S7lfNOARDS, SPECIF!CAT!ONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS. TH£ GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE DOCUMENTS, CURRENT AT THE TIM£ OF APPROVAL OR AS DIRECTED ENGINEER: I. CARLSBAD MUNICIPAL CODE. WITH TH£ FOLLOWING BY THE CITY 2. STANDARDS FOR DESIGN &: CONSTRUCTION OF PUBLIC WORKS IMPROVEMENTS IN TH£ CITY OF CARLSBAD. 3. THIS SET OF PLANS. 4. RESOLUTION NOs. 5024 THROUGH 5030 DATED OCTOBER 17, 2001 5. THE ST.4NDARD SPECIFICATJONS FOR PUBt!C WORKS CONSlRUCTION {GREEN BOOK) 6. SOILS REPORTS AND RECOMMENDATIONS BY GEOCON INCORPORATED DATED AUGUST 11, 2004 7. TH£ SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS /MY 8£ MODIFIED BY TH£ CITY OF CARLSBAD STANDARDS. 8. £NvtRONM£NTiU APPROVAL DOCUMENTS DATED OCTOBER 11, 2001, RES. NO 5031 9. STORMWATER POLLUTION PREVENTION PLAN {SWPPP) BY 0Zl4Y CONSULTANTS DATED MA,Y 2003, /JPOl,T£l) /JCT2/)0'f, WDID NO. 937C323748. , NOTE: QUANTITIES ARE FOR BONDING PURPOSES ONLY. ACTUAL QUANTITIES MAY VARY. (£t;ENQ DESCRIPTION STD. OWG. (SORS/2) SYMBOL SUBDMSION BOUNDARY.·····--··--··--······--··------··----------------·--····. ------- LOT LINES ·--· .. --.. --...... --.. --................................................. . £XIS1/NG CONTO!IR •• ----··················--·····································. -----------20 - CONTOURS PER DWG 399-4A_, .....•• --·----······--·········--··--··--········· ----------20 - PROPOSED CONTOUR ........... ·--······::_·· .. ·················---········.-----2o - DAYLIGHT UN£ --·------··--····------······--··--·--····--·······················. -"-- - -_,,_ --- ,.__ - c.UT/ Fi."L LI,"''£ ,_,,C__,_,~s-,L '" • •·--··--·•••••·•••••••·····----•·•••·••••••••••·•·--·····•••··--·. _,,_ ~ EXISTING SPOT £LE'IATION.----····--·--·············--·····--··--··········--··--· £X/STING FLOWLIN£ £LE'IAT!ON •..•.•••.•....... --···--········· .. ·--~ SLOPES PER owe 399-4,4 • ···············---·················--···. CUT OR fill SLOP£ LINES.············--·------··--··--··· .. --...... ------·····. -y---.-x--1!--c.;,; 2-1 M4X -_Lt...._ -- SIGHT DISTANCE LINES.················--········································. FLOWLIN£ £LE'IATION. ··························--·································. FINISHED SURFACE SPOT £LEVA1/0NS ••.. --·--··--··--·······················--· 20.00 fl • . ?o.o F5 - FINISHED GRAD£ SPOT £LEVAT!ONS .. --·•--··--··--··--···------.. ------........ . 20.0 -re EARTH SWA/£ .......... ----... ----------· .•............... ·--· .... ·--····· ••••...... * , , BROW DITCH ...................... ·--··--······--···· fl-75 TYPE 'B ......... . TERRACE DRAIN.--.. --.. ------------.. ·············· .0-75* TYPE '/J' ..•....... RIP-RAP.--····--····································· fl-4ff TYPE ! ........... . TYPE II' CL£4NOUT. ···················--·········· fl-9·······--··--··--········ TYPE t. CATCH BASIN .............. ,,.--••········fl-7. ······--·--···--·······. TYPE ,• CATCH BASIN (MOD!Fl£D) ........... --.• D-1 (SEE D£!AIL SHT 3) WING TYPE HEADWALL . ·--··--······--············ _f)-34 ......... ·--··········. ~ 36' H.O.P.£ STORM DRAIN (HANCOR HI-Q OR EQUl'l.).--... P-6'0 ..... ====.S;r====== JO' H.O,P.£ STORM DRAIN (HANCOR HI-Q OR EOUIV.) •••••• P-60 ..... ======~=== 24' H.D.P.£ STORM DRAIN (HANC0R HI-Q OR EQU!v.) ...... P-60 ..... ====iitl====== 18" H.D.P.E. STORM DRAJN (HANCOR HI-Q OR EQUIV.) ...... P-6'0 ••••• =~======== 12' H.D.P.£ STORM DRAIN (HANCOR HI-Q OR EQUIV.)_----. .D--60 •.••• =========.5;r= 24" RCP STORM DRAIN------····--········--······· ................. _j)-60 .• --. ----59------ CANYON SUB-DRAIN .......................................................••••••• ------11 -------- CONCRETE LUG ........................•••... P-63. ····················--·······. -- - - -.__ -=.S;r - CONCR£1E SPILLWAY.. ..............•....•... P-10 (SE£ D£TAIL SHT 3)..... 11 ~ lj ===( )c====C BOX CULVERT WINGWALL ••••••••••••....•..• D-19 .......................... --.. . 8' X 8' REINFORCED CONCR£1E BOX ... P-16 (SEE D£!AIL SHT 2) •••.. ALL WEATHER ACCESS ROAD (4' A.C. OVER 4' CL II BASE} ............ . ACCESS CONTROL GATE (5££ DETAIL SHEET 3) .. --------------------······· * AS MOD/F/£D BY CITY OF CARLSBAD STANDARDS FOR PUBLIC IMPROVEMENTS QUANTITY 16180 LF 4560 LF 3840 LF 1400 CY 12 £A 9 £A 25 £A 11 £A 70 LF 48LF //JO LF 160'0 LF 830 LF 60 LF 38'00 LF I £A 425 LF 2 £A 107 LF 66,300 SF I £A WORK IN TH£ RIGHT OF WAY ANO/OR EASEMENTS, CONT~OL!-ED l!>Y VIS TA SAN I TA,1 ON. KEY MAP SCALE: 1 » = 300' VISTA SANITATION -SEllf'J/ ACCESS ROAD-ONLY -SEWER BASIN NO V35. 202 -REFER TO CITY OF WSTA OWG. 3734 0-'~'8 C O N S U :.:7-T s FOR SEWER PLANS 2710 Loker Avenue West . Civil Engineering Suite 100 Planning SAN/TA 1/0N ENGINEER DATE G....-t:.,. /Vf e,,,,,/2..,,, /0-27-'9 VAUD FOR TWO YEARS FROM DA TE Carlsbad, California 92008 Processing 760-931-77D0 Surveying Fax: 760-9.31-8680 www. od oyco nsu I ton ts. com DESIGNED BY: H.R., A.B, DRAWN BY: T.G •• G.M. PROJECT MGR.: T.O.C. ENGINEER OF WORK: DATE: SCALE: SH££T INO£X SHEET NO. 1 2 3 4-1! 12 13, 14 SEPT. 2004 AS SHOWN DESCRIPTION 1'TL£ SHEET &: KEY M4P NOTES&: TYPICAL SECTIONS DETAILS, MISC. SECTIONS, &: T.4BL£S GRADING PIAN EROSION CONTROL NOTES EROSION CONTROL PLAN "AS-BUILT --..::-;:L, --,...---J ( -;_.t/ JOB N0.:98-1012-05 . P.E. >S'3f{ EXP. o.tnlos " REV!j?WED BY; --·-----------I' J i ,f' " /· p;,-·"r ··-.:t~ I , DA TE: /0 ;,:2./6,1'.,, 1,"5,1: ./ :· /;" ·' (/ ; i /".£.-::; /){11.,,_c.jj ',__.,7 , /h· . ---.,..... . _J;z,'.#.:h fNsPlc:rnR TIMOlHY 0. CARROLL, JR. RCE: 5531!1 ,------------------~2. POST TELEVISING INSPECTION OF TH£ SEWER PIPES IS REQUIRED PRIOR TO RNAL PAVING OF TH£ ACG:SS ROAD-REFER TO CITY OF VISTA DWG. 3734 ,, PLANNING DEPARTMENT APPROVAL LM.: 0.0 '(w'&'4,0QQ;, -.l)Arf;II / z. /o + ~ J. Ji!OllH!ILE'R, .l'lA!IIIIMG Pl~ ~ ~ .··.· ... n. .. ·· :rt:=llj~::il Dl/ (~ '.) "" 7 R£CoMMEtilllW: A n e son · (, BENCHMARK: 3. 4. FOR TV INSPECTION REQUIREMENTS. CONSTRUCTION OF TH£ SEWER ROAD REQUIRES INSPECTION BY TH£ CITY OF VISTA £NG/NEERING INSPECTOR VISTA R.O.v✓-PERMIT C.ONTTNGENT 0/IJ R.ECOR.DATION OF NEW EASE M ENT".:,, ON AN!) OFF•.SITE. ' 6/~~/4? DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF 5' /t,711• rc I \ /?;Dllt$f 5111«'15 q If) DATE . '.() ~~!,', i, 2:'. DATE . £L CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DA TA R-1800 308+76 ELEVATION: 297.25 M.S.L OAl'JM: NGVD 1929 2/5b, --rr. ) " CITY or VISTA OWO-. 3734 lJ.42;,;, 1,.'-1'1~ f; ·/J 7/"/w ,c {.2\ A5-!5Ull T Bff0/0(,, TC 11\ AOJYST CRAOES LOTS 13-IS, SIIT5 ltJt ti DATE INfTIAL ENGINEER Of WORK REVISION DESCRIPTION l:\971035\973SAG01.dwg Oct 12, 200410:02cm ________. -- 7 ' ;,(/ 5!!..':1 / -t'"- DATE INITIAL OTHER APPROVAL Xrefs: 9735AG; 9735\IIC; 9735AN; 9822PLAN; 98223S1R; 9735AGRD; 9735amop; 9735astr, 9735outl; 9735tly. 9735toµo; 98227U1l -. "Z · i Loft} 6-Jf'' 1,k. ,.;o, ,. V, DATE INITIAL CITY APPROVAL NOTE!! ELECTRONIC OA TA RLES ARE FOR REFERENCE ONl Y ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL CITY OF VISTA -OWG. No. 3734 I SHIT I CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT f 4,;; ' GRADING PLANS FOR: ' CARLSBAO RACEWAY CT 98-10 APPROVED ;Jir ' ¢2<~~, _ .. ~"""'>"'l';.:,:•·""': . -"'' ·>···::·;._:·•., a'k-:b~· LLOYD B. HUBBS .,J / ... :?/-"~---.:~" PE 23889 (XP: 12-31-'65 CITY ENGINEER DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: GYP RVWD BY: OfJ C.T. 98-10 409-!A 12111 GRADING NOTES (IN ADD IT I ON TO THE REOU I REMENTS OF CHAPTER 15. 16 OF THE CARLSBAD MUNICIPAL CODE. I /. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE Cl TY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TR!MWED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED ANO/OR HYDROSEEDED WI THIN TEN I !OJ DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. ~ '<: c:, w ~ ~ ~ 440 "' -V 'i " s,--+-~ ~ ~ - c:, ~ 05 ~ -~ <3 'I-0::, ~ -..; "' " 1:§ ~ ~ I ~ i---[§ ~ ~ '< ~ ~ c:, w ' ' 0::, ~ il; " s,_ 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REOUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERM/TTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A"" AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GU/OE. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 409-/L, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WI TH THE LANDSCAPE MANUAL TIME REOUIREMENTS. ~ \ ~ ks ~ <::; 5. UNLESS EXEMPTED BY SECTION 30/. (b/5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REOUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMlfENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE Cl TY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. B. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. /0. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. /I. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF.· (A/ SUMMARY SHEET, (BJ LABORATORY WORK SHEETS ANO (CJ COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPL !ED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMlfENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CAL !FORNI A PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPL !ED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS ANO THE " EARTHWORK SPECIFICATIONS " ATTACHED TO THE PREL !Ml NARY SOILS INVESTIGATION. OAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHAii BF ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK (760 438-3891/ AT LEAST FIVE (5/ WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION RFOUFSGi OTHER THAN FOR PRFCON5TRIKT[ON MFFTING WI! L BE MADE BY CALLING THE ENGINEERING 24-HQUR INSPECTION RFOUE5T I INF AT /7601 438-389/ INSPECTION REOUESTS MUST BE RECEIVEP PRIOR TO 2,00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REOUEST OTHERWISE. REOUESTS MADE AFTER 2.·00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER ANO/OR APPL /CANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. /7. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 61"05 BY SUBMITTING 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 WORKER 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'/ OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANOARDSESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLES CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERM! T MUST BE SUBM! TTED TO THE INSPECTOR PRIOR TO EXCA VA Tl ON. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. /9. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION. OPERATIONS WILL CEASE IMUEDIATELY, AND THE PERM/TTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EOUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7.-00 A.M. ANO SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. /A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER./ 21. ALL OFF-SI TE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WI THIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOL ID WALL PI PE. 31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER AND/OR THE GEOTECHNICAL ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND ANO UNDER GROUND/ WI THIN THE PROJECT SI TE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES /SEE BELOW/ AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800/422-4133 SDG8E /800/660-1343 PACIFIC BELL (800/892-0123 ADELPHIA COM\fUNICATIONS /760/438-774! CITY OF CARLSBAD /STREETS 8 STORM DRAIN/ (760/434-2980 * CITY OF CARLSBAD (SEWER.WATER 8 RECLAIMED WATER/ (760/438-21"22 * SAN 0/EGUITO WATER DISTRICT /760/633-2650 * LEUCADIA COUNTY WATER DISTRICT (760/153-0/55 * VALLECITOS WATER DISTRICT /760/744-0460 * OL IVENHA IN WATER DISTRICT /760/ 753-6466 * BUENA SAN! TAT/ON DISTRICT (760/ 726-/340 (X /372/ *AS APPROPRIATE 34. PERMIT COMPLIANCE REOU/REMENTS, A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL THE WORK IN PROGRESS {15. 16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15. 16.120 A. 10) CARLSBAD MUNICIPAL CODE, /!/ FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS /OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CI TY ENG I NEER I NG DEPARTMENT/. /2/ AS-BUil T GRADING PLAN. /3/ REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOM\fENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMW!RIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REOUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. /4/ REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE Ci TY. 35. UNLESSAGRADINGPERMITFORTH/S PROJECT IS ISSUED WITHIN ONE(!/ YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORTS TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION, CARLSBAD RACEWAY PROPERTY DATED AUGUST 26, 1997 AND GRADING PLAN REVIEW AND l)POATEO GEOTECHNICAL REPORT, CARLSBAD RACEWAY PROPERTY DATED FEBRUARY 12, 2003, PREPARED BY V!NJE 8 MIDDLETON ENGINEERING SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. ENGINEERS NOTES !. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADUNE DATE OF THE IMPROVEMENT AGREEMENT. 2 THE EXISTENCE AND LOCATION DF UTIUTY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS ANO ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 3. THE CONTRACTOR SHALi VERIFY THE (OCA TION OF ALL EXISTING FACILITIES (ABOVECROUNO AND UNDERCROUNO) WITHIN THE PROJECT SITE SUFAC!ENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTlON PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK 4. Alt H.D.P.£ STORM DRAIN TO BE INSTALLED PER HANCOR BACKALL RECOMMENDATIONS FOR H/-Q PIP£ 430 420 C9-/~~T DESIGNED BY: H.R., A.B. DATE: SEPT. ~004 "AS-BUILT DRAWN BY: T.G., G.M. SCALE: AS SHOWN ~ (-')a T.O.C. N0.:98-1012-05 -PROJECT MGR.: JOB s P.E, 5'5381 EXP. l Z,[1,, <,{ [Qi}_ 2710 Loker Avenue West Civil Engineering ENGINEER Of WORK: ff Suite 100 Planning REV WED BY: ' " Carlsbad, Californio 92008 Processing , k /I ' Surveying DATE: rchdo-/-. I? . 760-931-7700 ' ' ,#Jll/jf{J_' ' ~/4 . t ~i~M'c: . ' Fax: 760-931-8680 L. ..,.:.,.,,,.,.,.~-p-Y , ~ www .odayco nsu !tonts. com TIMOTHY 0, CARROLi.. JR, RCE: 55381 fNSPECTOR I -I~ ..,_. r:t: ~ "' ·. / . ' ' I I I ~ I ..._ ~ 0::, ;S -"< .~O,t' 0::, c.5 / . ,~ i ~i'. ()() 48.88' ~ I ' ' & ~ 02 ' s:: ~ ' ~ 106.62' ~ 8' xi 8' BOX CULVERT@ 3.75% PROFILE -WILDLIFE CROSSING UONSHEAD A VENUE SCALE HORIZ ~ !" = 20' VERT. ~ !" = 4' NATTVE GROUND SECTION -WILDLIFE CROSSING LIONSHEAD AVENUE SEE SHEET 10 NO SCALE 8' X 8' RCB PER 0-76 R/W 72' (j_ R/W 10· 26' 5.5' 26' 5.5' 4,5' \l<~'/,- i-.\ -11-0.5• (TYP.) 6" P.C.C. CURB & GUTTER 4" A.C. PVMT. OVER 8" A.8. (MIN.} OR AS RECOMME:NDED BY SOILS ENGINEER E'7 ¾,,---t- 4" P.C.C. " ,/:1.Jla;, DATE ' " !,ID-__ ,'.f/•,.:""•;t ; -,,;'} ,,.,..u~ ./1 _ DATE £AGL£ {)RIV£ LIONSHEAD A V£Nll£ PUBLIC NO SCALE BENCHMARK: SIDEWALK DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTlCAL CONTROL DA TA R-1800 308+76 ELEVATION: 297.25 M.S.L. DATUM: NGVD 1929 5.5 P. C. C. SIDEWALK 10' 5.5 P.C. C. S!fJEWALK o· 7-lr07 -re a;s, A-5, B{II/., T DATE INITIAL ENGINEER OF WORK REVISION 126' 106' 5.J' 53' 5.5' ' g' f 2% 2% 2% -----------------------J[ =--r---_-_ TYPE "G' CURB & GUTTER -- TYPE "G" CURB & GUTlER 20' 40' DETAIL DESCRIPTION ~AC. PAVEMENT AND BASE EX/SONG MELROSE DR. {CITY OF -VISTA) PUBLIC NO SCALE 126' 106' 5.J' 5.J' 5.5' ' g' f ' ----J] L 2% -=-= ---- -- -- 2% - A. C. PAVEMENT ANO BASE MELROSE DR. {CITY OF CARLSBAD) PUBLIC SE£ CITY OF CARLS8AIJ OWG. .J99-fA NO SCALE I WILDLIFE CROSSING ,. = 20' DATE INfflAL DAT£ INITIAL OTHER APPROVAL CITY APPROVAL t--,, -[ . ~ i :"<;._/ /1 NOTE!! I ! £l£CTRONIC DATA RLES ARE FOR REFERENCE ONl Y ANO ARE NOT TO BE USED FOR HORIZONT,4.i OR VERTICAL SURVEY CONTROL I S2ET I CITY OF CARLSBAD l 5 i4 5 1 ENGINEERING DEPARTMENT GRAD/NC PLANS FOH: CARLSBAO RACEWAY CT 98-10 APPROVEDd'Y /4 ~ " ,. ~ J4V rlf!l,i,, LLOYD 8. HUBBS L• /J ~"I PE 23889 ~ :-12-31-~ CITY ENGINEER '6A-- DWN BY: PROJECT NO. DRAWING NO, CHKD BY: G.VP RVWD BY: 4.':£1_ C.T. 98-10 409-tA !: \9710J5\9735AG02.dwg Oci: 11, Z004 4:56pm Xrefs: 9735AG; ProXing; 9735an; 9735AGRD; 9735AUTL.; 9735AMAP; 9735AS1'R; 9735TP05; 9822PLAN; 98227UTL 11 !I II -s 12 "' l "" m ' i -! I ~-: . ,::_ er ':! m O" m m ~ al 3 0 ~ ro ?- TOP PER PLAN GRATE ASSEMBLY PER DETAIL, THIS SHEET 4'BARS -- 36" CMP RISER GRAVEL BOTTOM TACK lfELD 1/2" MESH SCREEN OW HOLES. SEE DA TA TABLE FOR HOLE SIZE -- CONCRETE ANCHOR BLOCK 5 SACK/C. Y. CONCRETE ._.:--:,•i·' .·:::-~--~ 3' MIN. 6' COVER MIN. /2'MIN. CONC ANCHOR 560-C-3250 DETAIL -D£SILTING BASIN OUTLET DETAIL O.D. + 4' MIN. OUTSIDE DIA. .. '.' OUTLET PIPE •• • :. , NOT TO SCALE 12 lfELDED T'rP. ANTI-SllP RING, SEE DETAIL 3/8"X12"X72' STEEL PLATE #4 REBAR REBAR lfELDED TO STRAP 6' 0. C. 2' PEOTRA!l -PLAN NO SCALE 12' 8' ~ I I 2% .. ~ ,, , ----- i t 2' ~~ ':); i~"' ');.\ 1::-' - T'rPE '1' BROW DITCH PER SDRSD D-75 WALKWAY.·4" CEMENT-TREATED BASE- PLACE 2"x 6' PRESSURE TREATED WOODEN HEADERS, ANGLED TO TRANSVERSE, @ 20' o.c. F CONCRETE CUT-OFF WALL PER SDRSD D-12 ~"' "¼ ""~,,,. -17~ L ..,,,. ,p 0-,,. 5: I G') r 5' 5' I L G') PLAN -DES/LT/NG BASIN OVERFLOW DETAIL NO SCALE SEE DESIL TING BASIN-- OU1l£T DETAIL AT LEFT I /' MIN. /' MIN. SEE ANTI-SEEP RING DETAIL --SECTION F-F CONCRETE SPILLWAY SIMILAR TO TO D-70 -~ . 12" [MIN. SECTION G-G ()£TAIL CONCRETE SPILLWAY NO SCALE OU/l.ET PIPE PER PLAN 6 SECTION }1-A' -P£0THAIL 0£TAIL MODIFIED TYPE 'F' CATCH BASIN I: SPI( {WAY No. [j] [I] IT] 8J IT] [I] [I] []] w [§] OJ] "[ill 12 '!ill "'[ill [j] '[jl] [IT] [j_fil [j]] @] ~ 8" CONCRETE ANTI-S££P RING DETAIL NO SCALE 1/2"Xl/2" STEEL STRAP l'/ITH 3/8' BOLT DETAIL -GRAT£ ASSEMBLY NOT ro SCALE NOlE: HOT 0/P GA/. VANIZE ALL Slm. AFTER FABRICA 1/0N EASEMENT TABLE PURPOSE OWNER REFERENCE DATE AERIAL & UNDERGROUND PUBLIC UTILITIES S.DG.&£ BOOK 1085, PAGE 71 OCTOBER 11, 1940 INGRESS, EGRESS, AND UTILITY /DA DAWSON BOOK 7586, PAGE 133 APRIL 3, 1959 AERIAL & UNDERGROUND PUBLIC UTILITIES S.OG.&£ FILE/PAGE No. 156597 AUGUST 21, 1964 AERIAL & UNDERGROUND PUBLIC UTILITIES S.OG.&£ RLE/PAGE No. 156617 AUGUST 21, 1964 AERIAL & UNDERGROUND PUBLIC UTILITIES S.D.G.&£ FILE/PAGE No. 156620 AUGUST 21, 1964 AERIAL & UNDERGROUND PUBLIC UTILITIES S.D.G.&£ FILE/PACE No. 206747 NOVEMBER 15, I 965 AERIAL & UNDERGROUND PUBLIC UTILITIES S.D.G.&£ FILE/PAGE No. 39741 MARCH 23, 1967 AERIAL & UNDERGROUND PUBLIC UTILITIES S.OG.&E. FILE/PAGE No. 39752 MARCH 23, 1967 AERIAL & UNDERGROUND PUBLIC UTILITIES S.D.G.&£ FILE/PAGE No. 39756 MARCH 23, 1967 ROAD & PUBLIC UTILITY TOGETHER WITH JANICE LEE COLLINS, FILE/PAGE No. 78-076054 FEBRUARY 21, 1978 RIGHT TO EXTEND DRAINAGE STRUCTURES ET AL AND SLOPES BEYOND RIGHT-OF-WAY ROAD & PUBLIC UTILmES JANICE LEE COLLINS, FILE/PACE No. 78-076055 FEBRUARY 21, 1978 ET AL SEWER LIFT STATION AND SEWER PIPELINES CITY OF WS/i1 FILE/PACE No. 86-441910 OCTOBER Z 1986 SEWER PIPELINES CITY OF WS/i1 FILE/PACE No. 86-441919 OCTOBER Z 1986 STORM DRAIN PIPES AND LINES CITY OF WS/i1 FILE/PAGE No. 87-609285 OCTOBER 29, 1987 AERIAL & UNDERGROUND PUBLIC UTILITIES S.OG.&£ FILE/PAGE No. 89-409482 AUGUST Z 1989 SLOPE AND CONSTRUCTION CITY OF CARLSBAD FILE/PAGE No. 1992-0211311 APRIL 13, 1992 SEWER PIPWNES & ACCESS ROADS CITY OF WS/i1 FILE/PAGE No. PUBLIC WATERLINE C.M.W.D. FILE/PAGE No. 2004-0785746 AUGUST 18, 2004 PUBLIC STREET & UTILITY CITY OF CARLSBAD FILE/PACE No. 2004-0112463 JULY 29, 2004 PUBLIC STREET & UTILITY CITY OF CARLSBAD FILE/PACE No. 2004-01/2464 JULY 29, 2004 'NOTE: EXACT LOCATION OF EASEMENT INDETERMINATE PER SAID INSTRUMENT. APPROXIMATE LOCATION SHOWN. " NOTE: UPON THE DEDICATION AND ACCEPTANCE OF MELROSE DRIVE ON THE RNAL MAP FOR CARLSBAD TRACT 98-70 ANO FINAL MAP FOR CARLSBAD TRACT 99-06, THIS ITEM l'IILL BE ELIM/NA TED. "* NOTE: EASEMENT TO BE ABANDONED BY SEPARATE DOCUMENT AFTER SElfER MAIN RELOCATION COMPLETE. o,.~ DESIGNED BY: H.R., A.B. DRAWN BY: T.G., G.M. T.O.C. PROJECT MGR.: CONSULTANT s 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning NO SCALE VARIES 20' WIDE STORM DRAIN EASEMENT SElfER ESMT. GRADED SWALE PER "GRADED SWALE@ TOP OF SLOPE' DETAIL THIS SHEET, AT RIGHT 4' A.C. OVER 4' CLASS II A.B. SECTION 'c-c' NO SCALE 20' WIDE SEWER EASEMENT 12' 4 AC OVER 4 CL ff AB (MIN.) --1 I, I---- 10' 84"RCP u fl ACCESS I ROAD ~-~~f-----fll 10· SEWER-...._, ,-/0'1 . 0 \ \ \ \ \) t ' ' EX!SllNC _./ \ 1 3 'J.5 GROUND \ 1 ~ .. ~\l NO SCALE 2% - PROPOSED GRADE MATCH EX!SllNC GROUND T'rPE 'f]' DITCH PER D-15 SECTION 'G-6 1 NO SCALE REFLECTORS--......___ BOTH SIDES " .,., 4.5" STEEL PIPE~ "' I 14.5' ..,. lfELD 6' A.C. BERM 12' 2' 4' A.C. OVER 4" CLASS II AB. (MIN.) SECTION 'E-E, ALL-WEATHER ACCESS ROAD NO SCALE 3/8' PLATE 4' STEEL POST SET IN GROUND. GATE UPRIGHT MADE OF 4 1/2" DIA. HOLLOW STEEL PIPE WHICH SUPS OVER 4" STEEL PIPE. lfELD HASP FOR LOCK 2 3/8' STEEL PIPE (TrPICAL) !:4-----~---4" STEEL POST SET IN CONCRET£. Ld ----------------DETAIL: ACCESS CONTROL GATE ~ EXIST 10" SEWER TO BE ABANDONED SECTION 'o-0' -ACCESS ROAD NO SCALE "AS-BUILT DATE: SEPT. 2004 SCALE: AS SHOWN ~~{ JOB N0.:98-1012-05 P.E. 55 5&\ EXP. rl/,1/oB " .b/"2.1/o} i DATE BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL NO SCALE TC REVJ!WED, ~: /)# Carlsbad, C□Jifomio 92008 Processing -C i-., 760-931-7700 Surveying ... A::,-_ .. , I I' ,, lj ( J,l}I,,~ . Fax: 760-931-8680 c--"✓-DATE: !Cc,9cs -~-T .,,. "' ~ ~ j()/,2r, /, ((_ 1 DlTE RECORD FROM: NORTH COUNTY VERTICAL CONTROL DA TA R-1800 308+76 7-~-07 DATE INITlAL h\ A5c8llfl-T DATE INITIAL REVISION DESCRIPTION www.odayconsultants.com TIM01HY 0. CARROil. JR. RCE: 55381 (NSPECTOR -ELEVATION: 297.25 M.S.L DATUM: NGVD 1929 ENGINEER Of WORK l:\\'j710.15\97.15AMldwg Ocl 1,t 2004 1UBam Xrefs: 9735AG; 9735AN OTHER APPROVAL STANDPIPE DEWATER/NG HOLE DATA TABLE LOT HOLE HOLE NO. DIAMETER ELEVATION STANDPIPE 1 13/4" 2@ 365.0 60" 13/4" 2@ 367.0 2 13/4" 2@ 366.0 '54" I 3/4" 2@ 368.0 3 2· I @ 364.0 30' 2" I @ 366.0 4 I 3/4" I@ 364.0 48' I 3/4' 1 @ 366.0 5 2· 1 @ 375.0 36" 2" I @ 377.0 6 I 3/4" I@ 386.0 24" I 3/4' I @ 388.0 7 I 1/2' I @ 390.0 24" I 1/2' I@ 3920 8 I 3/4" I@ 394.0 24" I 3/4" I @ 396.0 9 I 3/4" 1 @ 391.0 24" I 3/4" I @ 399.0 10 I 1/2' 2 @399.0 24" I 1/2' 2@ 401.0 II I 1/2" 2@ 408.0 48" I 1/2" 2 @ 410.0 12 1 3/4" 2@ 450.0 66" I 3/4" 2@ 4520 13 1 3/4" I@ 4420 30' I 3/4" I @ 444.0 14 2· I@ 435.0 42" 2' I @ 431.0 15 I 3/4" 2@ 430.0 60" I 3/4" 2@ 4320 16 13/4" I @ 398.0 36" I 3/4" I @ 400.0 17 I 1/2' I @ 387.0 48' I 1/2" I @ 389.0 18 I 1/2" I @ 379.0 24' I 1/2" I @ 381.0 19 I 1/2' I@ 375.0 24' I 1/2' I @ 377.0 20 13/4' I@ 369.0 18' I 3/4' I @ 371.0 21 11/2' 1@ 365.0 24' 1 1/2" I @ 367.0 22 I 1/2" 1 @ 360.0 24' I 1/2' I@ 3620 23 I 1/2" 2@ 356.0 36' I 1/2" 2@ 358.0 24 I 3/4' I@ 356.0 24' I 3/4" 1@ 358.0 25 I 3/4' 2 @366.0 12· I 3/4' 2@ 368.0 /4' /4' ~7 27'MfN. 4-:,--f' DATE INITIAL CITY APPROVAL GRADED SWALE O TOP OF SLOPE NO SCALE NOTE!! "'- ELECTRONIC OATA RLES AR£ FOR REFERENCE ONLY ANO AR£ NOT TO 8£ USEO FOR HORIZONTAL OR 1/ERT!CAL SURVEY CONTROL I SHJET I CITY OF CARISBAD l 5 i4 5 1 ENGINEERING DEPARTMENT BeAIJING PLANS FON: CARLSBAD RACEWAY CT 98-10 APPROVEDt/r & ,;Cl!!!!!!!~ ~w-·., PE 23889 -XP: 12--:'."05 LLOYD B. HUBBS /<IP/,i/l'Kf--¥ CITY ENGINEER r D E OWN BY: PROJECT NO. DRAWING NO. CHKD BY: c,vP RVWD BY: ew C.T. 98-10 409-IA i I " I I ! / I/ • J I NOTE!! \ j ------!- / I ALL EXIST. POWER POLES W!llf/N GRAD/NC AREA TO 8£ R£NOV£D NOTE!! /_ ELECTRONIC DATA RL£S AR£ FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL I ' / J -----·--r-- f ! I ; ,,n NOTE: 1. ALL EXPOSED EXIS1/NG STRUCTURES MTH!N LOTS ARE TO NOTE!! BE REMOVED. TEMPORARY DESILTAT!ON BASIN CAN ONLY 2 All RIP RAPS WHERE DITCHES DISCHARGE TO THE 8£ R£1,(0V£D WHEN PERMANENT £ROS/ON BOTTOM OF lHE DES/LT/NG BASINS & PERMANENT POLLU110N CONTROL LANOSCAPIN6 HAS BEEN £STA8USHED PREVENTION BASINS SHALL BE 8' X 10· NO. 2 BACKING AND A SU!JS£WENT SWPf'P OR SM.IP HAS RIP RAP~ T=0.75' OVER, 12' OF J4 » GRAVEL ___.._,---,-,_ BEEN APPROVED. ( J /)IST,4U CoNc. evroFF t§/tlL5 rolf.,8Rolll PITr:/ff"5 A-rjVp "-~~~~~~~~~~~~~~~~~~~~~~~~~;;~~~~~~~;_, I ~ 8~1/JM or= Au MSt!ol! (T= :J"MJIJ., Ji'° 1~n Nl!N.). ~------=-----,------------=-=-~ "AS-BUILT " BENCHMARK: ~__,ill DESIGNED BY: H.R •• A.B. DATE: SEPT. 2004 _./ /J I j DESCRIPTION: STANDARD STREET SURI/EY MONUMENT 0 / ~ DRAWN BY: T.G., G.M. SCALE: ~1~• -=~50~'~--:::::::_ 1...._:_,,.,p . ~ ZI ft/ 'r . TOC JOB N0.:98-1012-05 LOCATION: APPROX 1400 FEET SOUTH OF PALOMAR PROJECT MGR.: • • • P.E. S-5>3( EXP. 17._/-Sl/OB DATE AIRPORT ROAD ON CENTERLINE OF C O N S U ~NT S EL CAMINO REAL 2710 Loker Avenue West Suite 1 00 Carlsbad, California 92008 760-931 -7700 Fox: 760-931-8680 www.odayconsultants.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: TIM01HY 0. CARROLL, .R DATE: to/'.k/4,q RCE: 55381 uJ/20/0"' , DATE RECORD FROM: ELEVATION: NORTH COUNTY I/ER1/CAL CONTROL DA TA R-1800 308+76 297.25 M.S.L. DATUM: NGVD 1929 3/ib/87 DATE INITIAL ENGINEER OF WORK •p, . j /.7' __ ;,_./ /,/ ··-"· .i . · .. ·1 ' . / . /",_ ;~ .·· >,~-,/ . ·~-------/ * . ... ·• . .. lo . . · .. ¥!< . ·• /,,45(Y1 ~'/Jo -~1'1-. / ,, "4:' ' •'''..)/ J /-~-~ •• ~ ,.·•, ,{_( ,---..__; X . . ~ ---:;?!::f . .· " X ~ -ASMT ,..,,,...~- s::; • Ii ~~:--'r--.-,,,--~r~ OPOSED IJNDARY I ! ' ! ... •· .•·· I . ; , 41 O 50' SCALE: 1" = 50' /2.\ AS-Blliq DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL C!TY APPROVAL . ~---~~ --~ I S4ET I CITY OF CARLSBAD 1 5 /4 5 1 ENGINEERING DEPARTMENT CIWJIN6 Pl.ANS FOR: CARLSBAI) RACEWAY cr•to APPROVEDdY ~ •• ~ ~~1111•'.n LLOYD B. HUBBS t-/.afrrof PE 23889 ~ P: 12-31 5 CITY ENGINEER r DAE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: GVP C.T. 98-10 409-fA RVWD BY: t:.y,,/ ~~~0i'fll5;5~~tsi~ds¾}~~4 9V~i~~; 9735TP02; 9735TPOJ; 9735AGRD; 9822AGRD; 9735ostr; 9822.3STR; 9&22PLAN; 98223U1l; 982271JTL '\AS-BUILT'' Ji1 121 I ,: X I NOTE!! " il /I ! Ali EXIST. POWER POLES WITHIN GRADING AREA TO 8£ REMOVED NOTE!! X ELECTRONIC DATA RLES AR£ FOR REFERENCE ONLY ANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL \ ; NOTE!! TEMPORARY OESILTATION BASIN CAN ONLY 8£ R£MOV£0 WHEN PERMANENT EROSION CONTROL LANDSCAPING HAS BEEN £ST,4B/JSH£D ANO A SUBS£QU£NT SWPPP OR SWIIP HAS BEEN APPROVED. C~/~T s 2710 Loker Avenue West Civil Engineering Suite 100 Planning Carlsbad, California 92008 Processing 760-931-7700 Surveying Fax: 760-931-8680 www.odayconsultcmts.com DESIGNED BY: H,R., A.B. DRAWN BY: T.G., G.M. PROJECT MGR.: T.O.C. ENGINEER OF WORK: -~ ~~--14 ' A . I TIMOTHY 0. CARROLL, Jl. "AS-BUILT " DATE: SE.l'T. 2004 SCALE: 1· = 50• ~ ~ ,/4/o, JOB N0.:98-1012-05 P.E. 5'5'3Sl EXP. t?.L~ 1Lo'fl. DATE . REVl?i\fED _2 ,//11 to/z6}c ' Lr ... ~-. , DATE: !c/7t/Q1? , '}'., ' . / &~ ! • RCE: 55381 INSPECTOR 1 D TE NOTE: 1. ALL EXPOSED EX/SllNG STRUCTURES lt!THIN LOTS ARE TO BE REMOVED. 2 ALL RIP RAPS WHERE DITCHES DISCHARGE TO THE BOTTOM OF THE DESILTlNG BASINS & PERMANENT POLLUTlON PR£VEN110N BASINS SHALL BE 8' X 10' NO 2 BACKING RIP RAP~ T=075' OVER, 12' OF J4' GRA!fl. J ALL RIP RAP FOR PERMANENT POLLUTlON PREVENTlON BASINS INLET AND Oi/llET PIPES SHALL BE 6' X 10' FACING CLASS RIP RAP~ T=1.2' OVER, 12" OF,¼' GRAlfl. BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DA TA R-1800 308+76 ELEVATION: 297.25 M.S.L. DATUM: NGVD 1929 o' '--CC, . -, ~ ··x \ 50' SCALE: 1' = so· --~; 100' ·,. \ ~. / ,-._; . ' ~- PP TO BE .R£MOVEO. (TYf.) ", cp c, _.,,, ~ ---------.:ffi 1]!-LL CON[ -C~Oy~ /Nil-ll5 Foll jjf?ow 1J 17Vl-£i5 ft,.. f3om:,M, OF ,4ll BASM/5 {T=3' ;-,I/HJ. , 'l;>pf(J' /-IIIAf,J. 3/t&!or 12.\ /+S-Bu11..-r DATE INITIAL ENGINEER OF. WORK REVISION DESCRIPTION 1:\9710J5\9735AG05.dwg Oct 12, 200411:22om DATE INJTIAL OTHER APPROVAL MAINTENANCE NOTE: W ACCESS ROAD TO BE MAINTAINED BY CITY OF WST,4 ffi ACCESS ROAD TO BE MAINTAINED BY CITY OF CARLSBAD I SHSET I CITY OF CARLSBAD I s/45 I ENGINEERING DEPARTMENT 0/WJING Pl.ANS FON: CARLSBAD RACEWAY CT 98-10 APPROVED dY /4 .($. o:: • 7· ~~ 111 • ~ LLOYD B. HUBBS )_,,p/;tlr<I PE 23889 -~: 12-31 5 CITY ENGINEER r DAE- OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: GVP CITY APPROVAL RVWD BY: c.,w C.T. 98-10 409-tA Xrnfs: 973SAG; 9822ASTR; 9735AUTl.; 9735AMAP; 9735TP02; 9735TP03; 973SAGR0; 9822AGRD; 9735Astr; 98223str; 9822PLAN; 98227Ull; 98223UTL '\AS -BUlLT 11 12110 !J 0 .... ,.. " X X x Lor 1e JWAP ' ' I j 1✓so7 V . /1 X NOTE!! ALL EXIST. POWER POLES Wlllf/N GRADING AREA TO 8£ REMOVED NOTE!! X i . I / / ELECTRONIC DA TA Rl£S AR£ FOR REFERENCE ONLY ANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL -I ! ! . I i • . / MAINTENANCE NfJTE: W ACCESS ROAD TO BE MAINTAINED BY CITY OF WSTA SEE SHEET No. 7 0 ACCESS ROAD TO BE MAINTAINED BY CITY OF CARLSBAD Nf)T£!/ TEMPORARY O£SILTATJON BASIN CAN ONLY 2 ALL RIP RAPS WERE DITCHES DISCHARGE TO THE BOTTOM OF THE DESILTlNG BASINS & PERMANENT POLLUTlON PREvENTlON BASINS SHALL BE 8' X 10' NO, 2 BACKING SEE SHEET No. 5 8£ REMOVED HHEN PERJIANENT EROSION CONTROL LANDSCAPING HAS BEEN £STABUSH£0 ANO A SUBSEQUENT SWPPP OR SWMP HAS BEEN APPROVED. RIP RAP ~ T=0.75' 01/ER, 12" OF J4 " GRA I/EL c~/~✓-, DESIGNED BY: H.R., A.B. DATE: SEPT. 2004 DRAWN BY: T.G., G.M. SCALE: 1· = 50' PROJECT MGR.: T.O.C. JOB N0,:98-1012-05 s 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning Carlsbad, California 92008 Processing --/''I 760-931-7700 Surveying ' --/ DATE:fc/ .a>~ Fox; 760-931-8680 A~ l -c:::::::>:1 ' www.odayconsu!tants.com TIMOTHY 0. CARROLL, JR. RCE: 55381 "AS-BUILT ~~i P.E. 5"5'3$1 EXP. 1'th1 lo'D. J • REVl!iWED 8»(t I, '! ! , Ii - • , . (NSPECTOR " <lz1/4:2 DATE 10/z.aja<g D E BENCHMA.RK: DESCRIP1lON: STANDARD STREET SURVEY MONUMENT LOCA1l0N: APPROX 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DA TA R-1800 308+76 ELEVATION: 297.25 M.S.L DATUM: NGI/D 1929 o· YPE 'F' CB RJ. ,98.5 PIPE ~~94.9 ~-. 3//t,,/ol 1'1A ,45-fj'UJlf' DATE INITIAL DATE INITIAL DATE INiTIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL i:\971035\9735AG06.dwg Oct 12, 2004 11;13am Xrefs: 9735AG; 9822ASTR; 9735AUTL: 9735AMAP; 9735TP02; 9735TP03; 9735AGRD; 9822AGRD; 9735Astr; 9822PLAN: 98227U1L; 98223U7l 50' SCALE: 1" = 50' -\ 100· I I TYPE'F'CB ·/ RIM=388 .. 7 _j PIPE 0/JT = 3'81.9 l / ! ' ! I SH6ET I CITY OF CARLSBAD I 5/45 1 ENGINEERING DEPARTMENT GRAD/NC PLANS FOIi: CARLSBA/J RACEWAY CT 98-10 APPROVEDdY- A • --~. . . LLOYD B. HUBBS Je,f~o"I PE 23889 &l'EXP: 12--/61-05 CITY ENGINEER 7 Dl'i E DWN BY: PROJECT NO. DRAWING NO. CHKD BY: GVP RVWD BY: CW C.T. 98-10 409-IA \lA s -8UILT 11 111 1, -~--·: ' rnr Jl1AP 12807 NOTE!! ALL £X/ST. POWER POLES WITHIN GRADING AREA TO 8£ REMOVED NOTE!! ELECTRONIC OATA RLES AR£ FOR REFERENCE ONLY ANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR '1£RT1CAL SURVEY CONTROL NOTE!! TEMPORARY 0£SIL TAlJON BASIN CAN ONLY 8£ R£110V£1) WHEN PERMANENT EROSION CONTROL LANDSCAPING HAS 8£EN £STA8l/SH£0 ANO A SUBSEQUENT SY/PPP OR SWMP HAS 8££/!I APPROVED. DESIGNED BY: H.R •• A.B. DRAWN BY: T.G.. G.M. PROJECT MGR.: T.O.C. o· 50 SCALE: 1" = so· PF' & / ··•.Y /. ~····. 100' "AS-BUILT DATE: SEPT. 2004 SCALE: 1" = 50' JOB NO.:98-1012-05 ~~ f------------------1 P.E. >>581 EXP. nt,1 Joi I j 271 O Loker Avenue West Suite 1 DO Carlsbad, California 92008 760-931-7700 Fox: 760-931-8680 www.odayconsulto-nts.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: llMOlHY 0. CARROLL. JR. RCE: 55381 ED 11 /I.' I, , I SPECTOR " 8 ,. . -\ L. ''BIJCSIORM OR~ (CARL5B;4D} ,,! . .. /· @ 1.9 AC. ' ' DATE 2 ALL RIP RAPS HH£R£ DITCHES DISCHARGE TO TH£ BOTTOM OF TH£ 0£SIL17NG BASINS & PERMANENT POLLUTTON PREVENTTON BASINS SHALL B£ 8' X 10' NO. 2 BACKING RIP RAP ~ T=O. 75' OVER, 12" OF J4 • GRAVEL BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON C£NT£RUNE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DA TA R-1800 308+76 ELEVATION: 29725 M.S.L. DATUM: NGVD 1929 J, !A/Srf/il C()/,/[. WT-IJrF f/!1;4-IL..5 Foe Brtt>aJ P11Uh:·s nr 17JP~B~r011 cr:,4u 8~5JJ/f (r"'J"fr1w., '1J.::11'Jvt1ftl.J. MAINTENANCE NOTE: ffi ACCESS ROAD TO BE MAINTAINED BY CITY OF WSTA ffi ACCESS ROAD TO BE MAINTAINED BY CITY OF CARLSBAD \\1 \\1 \'r:J ~ \\1 ~ \\1 t "Ct) ~ CJ:) CJ:) ~ cs cs "' ~ ,"-' t~ t~ -~ -~ <>, ~ - -·l :~:~ l---l---1------------+---+-----t----t----J I SH7EET I CITY OF CARLSBAD I SH/E4ETS I ~=::::='..:::=:::::E:::N::::G:::IN::::E::::E:::Rl=N::::G=D:::::E::::P=A:::RT:::M:::E::::N:::T==:::'..':==:=~ GHAl}{t(G Pl.ANS FON: CARLSBAD RACEWAY CT 98-10 /J5-:$Vli1 DATE INITIAL DATE INITIAL DATE JN IT!AL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL l:\971035\9735AG07.dw9 Oct 12, 200412:23pm Xrefs: 973.SAG; 9822ASTR; 9735AUTL.; 9735ornop; 9735TP04; 9735l'P03; 9735AGRD; 9822AGRD; 9735Astr; 9822PLAN; 98227UTt.; 9B223U1L ''AS -BUI LT 11 121 o' NOTE!! ALL EXIST. POWER POLES WITHIN GRADING AREA TO 9£ REMOVED NOTE!! 50 SCALE: 1" = 50' ELECTRONIC DA TA FlLES AR£ FOR REFERENCE ONLY AND ARE NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. 1()()' MAINTENANCE NOTE: ffi ACCESS ROAD TO BE MAINTAINED BY CITY OF VISTA r1J ACCESS ROAD TO BE MAINTAINED BY CITY OF CARLSBAD DESIGNED BY: H.R., A.B. DRAWN BY: T.G., G.M. PROJECT MGR.: T.O.C. DA TE: SEPT. 2004 SCALE: 1" = 50' JOB N0.:98-1012-05 "AS-BUILT ~Gd= f-----------------1 P.E. S'S' 331 EXP. 1'1,/31./oj , 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 760-931-7700 Fox: 760-931-8680 www.odayconsultants.com Civil Engineering Plonning Processing Surveying ENGINEER OF WORK: TIMOTHY O. CARROU. JR. RCE: 55381 \~SPECTOR SEE SHEET No. 9 " ~IR-:/4.::> DATE 2 AI.L RIP RAPS WHERE DITCHES DISCHARGE TO THE BOTTOM OF THE DES/LT/NG BASINS & PERMANENT POI.LUllON f;\ PRE~TION BASINS SHAI.L BE 8' X 10' NO. 2 BACKING ffi RIP RAP ~ T=0.75' Omi', 12" OF J4 ' G't'A"VEL 3. !Al57At.L C/JNC. C/JrQFF WllLi.S /"OR. fJtMW OITCHFS AT 10f'd' !Boll®tAOFA'IIL /IA5/N.5 (123"HfAI., Jl=lfY/lfrN:). DESCRIPTION: LOCATION: • • STANDARD STREET SURVEY MONUMENT APPROX 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTlCAL CONTROL DA TA R-1800 308+76 ELEVATION: 297.25 M.S.L DATUM: NGVD 1929 2 5ii:' t CITY OF YISTA J)W(;. 3 734 ,€e,~io/JS '. .,a: g;zruz 517.1/i,7 re h\ Ar -JJ,utt,,1 nR CITY~ V'ISTA sJ1T-8) DATE INITfAL ENGINEER OF WORK REVISION DESCRIPTION l:\971035\9735AG08.dwg Ocl 12. 20041:00pm Xre-fs: 9735AG; 9822ASTR; 9735ALITI...; 9735AMAP; 9735TPD4; 9735AGRD; 9822AGRD; 9735Astr; 9822PLAN; 98227Ull X ® -~ 3.3 AC. {fr ' ,.,,t,,:fdl, ,,,,,.,; 1.-/1.cU) r..,JP ,,,--- jiu,!--;rr DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL y i i I I . I I I I I!/ . I I · .. \ X OOG ~1 'e 2 -\. ,,,,~ ,~·,,./ ---- I SHBET I CITY OF CARLSBAD I sH/4s I ENGINEERING DEPARTMENT CHAO/NG Pl.ANS FOil: CARLSBAD RACEWAY CT 98-10 APPROVED .11'/" ,dr -C 7 ~ ,-,-~. ,6, LLOYD 8. HUBBS t,:;,/;&./e<I PE 23889-72-31__ CITY ENGINEER 7 DAf'E DWN BY: PROJECT NO. DRAWING NO. CHKD BY: GvP RVWD BY: ~ C.T. 98-10 409-!A 1'1 · rrL ' • • \ \ ; ' ' CJ ;I rJ ), r!/ ,-, r .rJ rJ -0':1;:-C;..I U \ PJ/11 ·1Ji4fJ3 NOTE!! I I . I I I I ALL EXIST. POWER POLES WITHIN GRADING AREA TO BE REAIOVED NOTE!! ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE fJSED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL MAINTENANCE NOTE: , ffi ACCESS ROAD TO BE MAINTAINED BY CITY OF WSTA ffi ACCESS ROAD TO BE MAINTAINED BY CITY OF CARLSBAD NOTE!! TEMPORARY DES/l TA TION BASIN CAN ONl Y BE REAIOVED WHEN PERA/ANENT EROSION CONTROL LANDSCAPING HAS BEEN ESTABLISHED AND A S!JBSEOIJENT SWPPP OR SWMP HAS BEEN APPROVED. DESIGNED BY: H.R., A.8. DRAWN BY: T.G.. G.M. PROJECT MGR.: T.0.C. DATE: SEPT. 2004 SCALE: 1" : 50' JOB N0.:98-1012-05 SEE SHEET No. "AS-BUILT ~0-..// ,, f-----------------l P.E. 5"53SI EXP. /1./lt/Qf) r • DATE 2710 Loker Avenue West Suite 100 Carlsbad, Califomia 92008 760-931-7700 Fox: 760-931-8680 www.odayconsultonts.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: ' 1' DATE:16/1.q/c(f_: RCE: 55381 INSPECTOR 10 ------~ t:;. "' . zj ~ I,, 'v ~ -~ !il "" ---e"B: 0'~"'"7~-· ~.;.r o· 50 SCALE: 1" = 50' N45"03:52"W 31.06' 100' SEE SHEET No. 8 f NOTE: 1. ALL EXPOSED EXIST/NG STRUCTl.lRES !'I/THIN LOTS ARE TO BE REMOVED. 2. ALL RIP RAPS #HERE DITCHES 0/SCHARGE TO THE BOTTOM OF THE DESILTlNG BASING & PERMANENT POLLUT/ON PREVENT/ON BASINS SHALL BE 8' X 10' NO. 2 BACKING RIP RAP~ T=0.75' OvER, 12• OF J4 "GRAVEL. BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DA TA R-1800 308+76 ELEVATION: 297.25 M.S.L DATUM: NGVD 1929 ~ CITY OF CARLSBAD l---+---+-----------------l----+-----1----1------l L_Lj ENGINEERING DEPARTMENT 1--____;f----+----------------+-----l----+---+-----I I SH/4s I 0/IADIN(J Pl.ANS FOR: CARLSBAD RACEWAY CT 98-10 APPROVED$ re DATE INITIAL ENGINEER OF WORK t~itt=~jl~£A-.~'Jei~~LP~73~3~1Q6~1~1~7~2~·E4'i' ~[j~~~;::=~~£t~~TI'IE~:§i~j /41'••~ ~ .. ·4 LLOYD a. HUBBS IP/..-tAf<>'I CITY OF J//ST,4 DWG. 3734 /lell!Sloµ<;, Z,·'J· &,>) 'l,/J.oll) G:.vP PE 23889 utxP: 12-V-os CITY ENGINEER T DXfE kS-8tJtt-7 ~D;;:W;;;-N:;::::;B;;:;Y=·. =_=...=...=...=_::::;-;========::::;-;:::=====:::'. PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: G,VP REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: &YI C.T. 98-10 409-!A I: \971035\9735AG09.dwg Oct 12, 2004 12:19pm Xrefs: 9735AG; 9822AS1R; 9735AMAP; 97351?04; 9735AGRD; 9822AGRD; 9735Astr; 9822PLAN; 9735TP05; 9735AJJ1l; 98227utl I pj/JL 15250 P'o·JYL --µ;[~ •.. \_, .. : . . \ '\ \. ·. . . ' . ) I \ } NOTE!! ALL EXIST. POWER POLES WITHIN GRADING AREA TO 8£ REMOVED NOTE!! ELECTRONIC DA TA RLES AR£ FOR R£F£R£NC£ ONLY ANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL 2. ALL RIP RAPS WHERE DITCHES DISCHARGE TO TH£ BOTTOM OF THE DES!L llNG BASINS &: PERMANENT P0l1U110N PREVENllON BASINS SHALL 9£ 8' X 10' NO. 2 BACKING RIP RAP ~ T=0.75' 01£1?, 12' OF/ 'Gff4 VEL C9-/~T s 271 0 Loker Avenue West Civil Engineering Suite 100 Planning Carlsbad, California 92008 Processing 760-931-7700 Surveying Fox: 760-9.31-8680 www. odoyconsu ltants. com I DESIGNED BY: H.R., A.B. DATE: SEPT. 2004 "AS-BUILT DRAWN BY: T.G., G.M. SCALE: 1· = 50' ~ Cd T.O.C. N0.:98-1012-05 PROJECT MGR.: JOB p .E. 5'5'381 EXP. ri tJ.lL2fl. , :,I ENGINEER OF WORK: REVIJ'4ED BY:,1 /Jj1 ,------' I './ DATE:;:o/~ /,1; ,;, 4 ij { ' {f, . A-~-_ _..,...,,_....~......,/,/, j , .. "' \. ' ' ~ " ~ . l~S . TIMOTHY 0. CARROLi., JR, RCE: 5!il81 ECTOR " ~2-1/,07 DATE I P!lZ~l& 'i( DTE BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DA TA R-1800 308+76 ELEVATION: 297.25 M.S.L DATUM: NGVD 1929 CITY OF VISTA 011!/G. 3734 26'1~t> AS cJJ.i;!/l[ l't:R CITY or V 1.57;1 :,Hr. fO 1 ADJUST GRAO£S LOTS f -15 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION l:\971035\9735Af>10,dwg Oci: 12, 2004 12:17pm Xrnfi:: 9735AG; 9735A1.J1l; 9735AMAP; 973SAGRD; 9822AGRD; 9735Astr; 9822PI..AN; 9735TP05; 9735TP06; 9B227u1I 100' 50 SCALE: 1" = 50' ' I -\" l \ t ; ! I I I ,, I I . ( ! ·, t' ' TYPE 'F' CH 121108 ·>< . r, . :::, ·. · .. ·· .. -<: -:.: ~.;,/1 Ji .•. 11' I ~" iJj \ 4.5'' t .D£~SPE£0 BVMP \ NOT to SCALE " 1 s,oT I CITY OF CARLSBAD I SH14s I ENGINEERING DEPARTMENT GIWJING PLANS RJN: CARLSBAD RAC£WA Y CT !i!J-10 APPROVED6'T ~ ~ LLOYD B. HUBBS t.~U&/,;"' ~g"~,~~-~ CITY ENGINEER --DATE DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: GvP C.T. 98-10 409-!A RVWD BY: ,:;,,W TTl X PARCEL JJ ~~ PJYL 15?50·~ X X X C 17 /I 17 r:'F'/ > r:! r rJrJ u..;;;_,~ D PIYL 15250 NOTE!! X ALL EXIST. POWER POLES WITHIN GRADING AREA TO BE REMOVED NOT£!! ELEC!RONIC DATA flLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CON!ROL X N00'02'55"W \ \ ·--- 10347 --·-·---- 2:1 MAX. "i X R£MOV£ £XIST. 8/J/liJINGS _ _.,,,.. ~ "' X X X \ ' ' I ' ' ' I L_ X - -- BUS STOP . w h; (10'x 14Dj-.~k~- \}. 'BUC STOHi,{ J)RAJN--c~~ Sf£ SECTION '0-0' SHEET 't,/o. 3 ' {CARlSBAO} 20' 1'1(0£ PIJBUC STORM DRAIN £ASEM£NT R FINAL MAP CT 98-10 ,,. '8> £XIS. 10" PUBUC S£W£R NOTE!! TEIIPORARY OESILTAllON BASIN CAN ONLY BE REMOVED WHEN PERMANENT EROSION CON!ROl LANDSCAPING HAS BEEN ESTABUSHEO ANO A SUBSEWENT SWPPP OR SWMP HAS BEEN APPROVED. TO 8. .BANOONEO P£R . DESIGNED BY: H.R. A.8. DRAWN BY: T.G. G.M. PROJECT MGR.· T.0.C. OWG. W9 {CITY OF VISTA) DATE: SEPT. 2004 SCALE: 1" = 50' JOB N0.:98-1012-05 ".AS-BUILT ~C:.-5 1-----------------1 P.E. s£3 $1 EXP. 1-z,./'Ji/of, 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 www.odayconsultants.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: TIMOTHY 0. CARROLL, JR. ED BY;, .:J RCE: '55:\81 I SPECTOR X X 10 " DATE I'-,'•) X 1. ,· ;,•; !_ o\ \ i ;~·: ' "(, BENCHMARK: DESCRIPTION: LOCATION: STANDARD STREET SURVEY MONUM£NT APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA R-1800 308+76 ELEVATION: 297.25 M.S.L. DATUM: NGVO 1929 X - -------- £XIST. FIR£ HYDRANT__/ X 6.9 AC. X I I . \\ C 1---+---t--------------j---,t------t------t,----j I SH1E,ET I CITY OF CARLSBAD I SH1E4ETS I ENGINEERING DEPARTMENT ~==-===========-==~ 2. CITY OF YISTA OWG. 37.34 7-/tJ-07 AS-/3VIC( 8-10-06 1 REPLACES SHEET JI SIGNED 70/26/04 ADJUST GRADES LOTS 13-15 DATE INITIAL ENGlNEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I: \97!035\9735AG11-CC2dwg Aug 10, 2006 9:53am Xrefs: 9735AG; 9822AS1R; 973.5AU1l; 97.35AMAP; 9735AGRD; 9822AGR0; 9735Astr, 9822PLAN; 98227UTL; 97J51P05; 97351P06; 9822AMAP; TG-CCfl-Rev7-Exhibit SHAO/NG Pl.ANS FOR: CARLSBAD RACEWAY CT 98-10 21 ii ".,,,.., ,I,"'"' JA'/P .• P~VEDD «u 1•os1 7 '\ . ~ ,.Jo,OI ttl'l ,IJ B. 11\:1885 PE EXP: 1z-3i 05 CITY ENGINEER --:D:--:Ac:-TE::--- DWN BY: _.,-c:-_ CHKD BY: &If RVWD BY: ?W PROJECT NO. C.T. 98-10 DRAWING NO. 409-fA \~\'\S~b ---._,_ __ 1211 03( EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ALLEN JONES, H.G.FENTON COMPANY AT (619) 400-0134. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHAU BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHAU RESTORE ALL EROSION CONTROL DEVTCES 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 DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST ORAJN AWAY FROM THE FACE OF $LOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). $/LT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 10. ALL GRAVEL BAG$ $HALL BE BURLAP Tr'PE WITH J/4 INCH MINIMUM AGGREGATE 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILJZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND ffiRIGATION ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A HYOROSEEDING SHALL BE APPLIED TO: I. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN Hf/GHT AND ADJACENT TO A PUBLIC WALL OR STREET. b: All SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONC)ITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AN{) RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDIT10N IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROS££()£{) AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: I. ALL SLOPE$ THAT ARE GRADED 6: I OR STEEPER AND THAT ARE: o. THREE TO EIGHT FEET IN HEIGHT SHAU BE /RR/GATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED 8Y A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100:C COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYOROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. TH£ PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEC)ING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER 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 e. J lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. I /2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN nXING BACTERIA ANO APPLIED ORY EITHER 8Y DRILLING OR BROADCASTING BEFORE HYDROSEEDING. /. All SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENEC) CONTAINERS WITH THE· CALIFORNIA aEPARTMENT OF FOOD ANO AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDEO TO THE HYOROSEEO SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. 1YP£ 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs. PER ACRE. Tr'PE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLJED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50X OF TH£ STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYOROSEEDEO SHALL BE PREPARED PRIOR TO HYDROSEEOING BY: I. ROUGH£NING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: I b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDEO AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONO$ RELEASED. 50'MIN. 12• MIN. PUBLJC RIGHT- OF -WAY PRQF1l£ FILTER FABRIC 2 • MINUS ROCK EXISTING GROUND l JO'MIN. STEa SHAK'c-o.....-- PLAT£S/RUMBLE RACKS PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION £NTRANCE AND PUBLIC RIGHT-OF- WAY 20'MIN RADIUS PUB C RIG -OF -WAY FENCE/BARRIER TO RESTRICT TRAFFIC TO THE CONSTRUCTION £NTRANCE STABIIJZED CONSTRUCTION ENTRANCE PER CAIJF. STORMWATER BMP DWG TC-1 ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE --_...., FLOW _ ___,., I ~ii __ . --WIRE OR NYLON -BOUND BALES -PLACED ON THE CONTOUR 2 R£-BARS,STEEL PICKETS.OR 2"x 2• STAKES 1 1/2' TO 2' IN GROUND ANCHORING QETA& • DRAJNAGE AREA LESS THAN 1 ACRE STRAW BALE DIKE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. ~-- :::.-----; .-';'JJSI J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. ~,_,,....1-~ 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOit.. SILT FENCE 'ER TICAL SPACING VARIES BETW££N 8' TO 10' NOlE;-1NSTAll FIBER ROl.l ALONG A lflfL CONTOUH 12• MIN FIBER ROLL FIBER ROll 4• MIN. • ·\ \< xJ/4" mxl?S SlAKES MAX~• SPAaNG SEE 0£TA/l ABDI£ FILTERED WATER GRAVE!. FILTER ················· ----·-··············· ........ , .... , ... ,, ... ,,. :::::.-. ···:::::' ... '' ... ·:::. . . .. --==-"' ., I 1 11 RUNOFF - - -,- WATER WITH _,, ,I Ill I I! II Ii' II I lllli l-~I I , SEDIMENT .1 , LI 111_1 I I I 11 "'1=111 II 1 SEDIMENT DROP INLET WITH GRATE CONCRETE BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN DROP INLET WITH GRATE STRAW BALES STAKED WITH TWO STAKES PER BALE COMPACTED SOil ro PREVENT PIPING END ANO SID£ OVERLAP AT CORNERS HAY BALE SILT BARRIER GRAVEL 8'\GS OVERLAP ONTO CURB STAKED STRAW BALE FILTERED £ATER J FT (0.9 M) MIN. --.. RUNOFF GAP BETWEEN BAGS ACTS AS SPILL WAY THREE LAYERS OF GRAVEL 8'\GS WITH ENDS OVERLAPPED A GRAVEL BAGS 9 IN (2J CM) t MIN. 2 FT (0.6 M) EARTHEN RIDGE UNLlNED SWALE & BERM B HAY BALE CHECK DAM A ,,. ll [TTUJ~ -- FLOW .. 0 LOG CHECK DAM 6 IN (15 CM) 24 IN (61 CW) J COARSE AGGREGRATE RO, ~-. 24 IN ]61 CM) 0 . . . • (B) L=DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION 11~u_, ' ,.Lm-rn 11r _,,,-11 GRAVEL CHECK DAM 6•x6" ANCHOR TRENCH BLANKETS SHOUW BE INSTAL1£0 VERTICALLY DOWNSLOPE. LEGEND DESCRIPTION QUANTITY SYMBOL STABILlZED CONSTRUCTION ENTRANCE 3 EA. STRAW BALE DIKE SILT FENCE UNLlNED SWALE & BERM D-75 LlNED SWALE BLOCK-SCREEN-GRAVEL SILT BASIN HAY BALE SILT BARRIER LlMITS OF CLEARING & GRADING FIBER ROU. GRAVEL BAGS PUNCHED STRAW LOG CHECK DAM HAY BALE CHECK DAM GRAVEL CHECK DAM RIPRAP HYDROSEED EROSION CONTROL BLANKET 2710 Loker Avenue West Suite 100 Carlsbad, Cclifomic 92008 760-931-7700 Fax: 760-931-8680 ~.odclyconsult(lnts.com ofESS/ Civil EngiMering Planninq Proce1111sing Sur11aytng 7,600 LF 25,600 IJ' 90,000 EA. 526,000 SF -0,_ _ _,D [] ■■■--■■H■-■■■■■- ~ VI VI VI VI ♦ axx:x::x:xxx:xx -►•■--·• 336,000SF ™ DESIGNED BY: H.R., A.B. DRAWN BY: T.G., GJI, PROJECT MGR.· T.0.C. ENGINEER or WORK: DATE: SEPT. 2004 SCALE: AS SHOl'lf JOB N0.:98-1012 05 ~ r ~ DATE:CQ'.'u/q.. 11M01HY 0. CARROLL. Jl RCE: 55381 · "AS BUILT" . CA ~ z ~u <O "' ~ NO. 55391 ft} EXP. 12/31/M * Cly\\.. ~"t' OF CALI' EXP. ,-..11,(of DATE l--------l--+-----------1---+---+---+----l I S1H2EET I CITY OF CARLSBAD I SH,E~S 1 ~:::::::::::::'..==:::::::E:::N:::G:::IN:::E:::ER:::l:::N:::G:::D:::E:::P:::A::::RT:::M:::E:::N:::T==:::'....'::::::::::=lf>~ 1-fJJ-01 -re. I/S-8/Jlt., DATE INITIAL ENGINEER Of WORK 1:\97103!'.i\97:,~12,m,9 bet 12, 2004 12:1~ Xref!I: 9735i.G: EIIID REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL £HOS!ON CON7lNJI. PLANS FOR: CARLSBAD RACEWAY er 98-to LLOYD B. HUBB ,'o:1>/~4.,C CITY ENGINEER 7 D E PROJECT NO. DRAWING NO. C.T. 98-10 409-fA \ ,, ' . ( . " / ------- i \ ~ -~ N ~ 0 .14 ...., -Q ~ ',Q I ,.... > I( ,;-''"\J--~ __..:;~; ,.. ·,, ·, <~.<\. i:,,i;.< -5~:-· -- l)fESS/ o.CA , - , 12/31/1)4 c,v1\. c,.LI' // / ' / /i ✓,: /\,/' / ::_·~-./}/ _:.;1/~;; 2710 Loker' Avlinue West Suite 100 Carlsbad, California 92008 760-931-7700 Fax: 760-931-868D www.uduyw11su1tonts.com Civil Engineering Plr.mning Processing SuNeying ~ "'-,' ~»..:.-,:---::-:::.., \.>,;-.:--~-~•., '. -.. ~ . ' -"'·>-·-:-. DESIGNED BY: H.R.. A.8. DRAWN BY: T.G.. G.IL PROJECT MGR.: 10,C. DATE: SEPT. 2004 SCALE: 1° = 100' JOB N0,:98-1012-05 ' i ':..___,-·:·;,- •,·,, . " ' ::, __ ,_ ;)\ ~ '·1 Y~U-,1,/ .; s/' :,, : ' ....:.......,, __ - -,,)i;;;., T" ,,-~: • T /--,. -:... ~?:;-. -:...,_ ,---, --. ,'."' '• '.'C . ... .,.,,., . ~1·-...::__,~ ~:~~-,""'·":·:·::~~:-~:-::··: . J ... \ 'c,.·- ~-· - • I '* • ' '1.\ ....... ,,,, r "'-.. , \, . :.:. . ~~;:~s~ -c:-____ =:_.s ~- \;'' ·a\\'-. l''A-1' ""'i!"-_f_ .-. --!·-:-~. -.· "AS-BUILT " . I .· I ' ,' ,_.i~(',;~:'.:',1,~--,--~ ' -- , - ✓ --;; ,, - •"" . .-,.., ..... ,., .... ,· __ --~-'"''-. - -... NOT!: All EXPOSED EX!SllNG STRUCTURES MlHIN LOTS AR£ TO 8£ REJIOV£0, BENCHMARK: ,,, ... ,5-"~--,· -___ _-,, I • ~-:. ... ', ~"':_~~~~~[! , , ;--,---"":--, JJ. ~ -, !,,'. C"'!lffl'.;,c --cc,_ // ,, ---------- -- ' ---1 , ;;_, -(,/-. I DESCRIPllON: STANDARD STREET SURVEY MONUMENT e---------------1 P.E. ,S'JSI EXP. J?./31 lo& DATE LOCAllON: APPROX. 1400 FEET SOUlH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF - ENGINEER OF WORK: TIMOlHY 0. CARROU. .R. RCE: 55381 NSPECTOR £L CAMINO REAL RECORD FROM: NORlH COUNTY VERTICAL CONTROL DA TA R-1800 308+76 ELEVAllON: 297.25 M.S.l, DATUM: NGVD 1929 7-(p-07 re /,\ A5 -8/JILT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 1;\i7iOJ5\97JSAGUciwo Oct 12, !00'4 12:l'.f1ta XreftJ: 9735TOPO; 9735.'.tol-'P; 9735.A,GRD; g7j5ASTR; 97.35AC; 9735ouH; 9822PLAAI; ~27Ufl.. \ , ' ,....: ;,, .. ~-~t> DAT[ INITIAL DATE INITIAL OTHER APPROVAL CITY APPROYAL o· 25' 1gg· ·-50' 200' SCALE: ,. = 100' NOTE!! £1£CTRONIC DATA RlES ARE FOR REFERENCE OM. Y ANO ARE NOT TO 8£ USED FOR HORIZONTAL OR l/£RllCAL SURVEY CONTRa 1 s;J 1 CITY OF CARLSBAD I sH;4s I ENGINEERING DEPARTMENT £ROS/ON CfJNlTiOl PLANS FOR: CARLSBAD RACEWAY er 98--to APPROVED sr -'·,.( LLOYD 8. HUBBS /~/,26iofl ,:rz--;~/-~::~5 . CITY ENGINEER 'DA , OWN BY: PROJECT NO. DRAWING NO, CHKD BY: s,\/P C.T. 98-10 409-IA RVWD BY: ~w l 0 .... ~ ·~ ~ ~ .l:. ..., .... i ~ I io--►- ' T•J-..:.-e-,<' ~ " -> : .le . -. - . ' --. ~ ---;_;f --,.,,.,. . -. - \>_ ·--. -. __ / L / --~~ -: 11 --~-. . .,,~ .-~· . ~ oFESS/ 12/31 VI\- 2! ,., J;J 2710 Loker Avenue We,t Suite 100 Carlsbad, Califomia 92008 760-9J1-7700 F°=i;x: 760 g31-8680 www.odoy<:oni!!ulkinb.com I Ci11il EngtneeritMJ Plonnin; Pr-ocesslng Sur1eyin9 ~-~?-;~.,-<~ --·--~-::5 -:::.. ----'C DEStGNED BY: H.R.. A.9. DRAWN BY: T.G.. G.11. PROJECT MGR.; T.0.C. ENGINEER 01' WORK: I ....;.,,.:.:.:__. ' --':-,-.'.2--:-'. - " ;',,<:.>-:'.-¥ _i..._ \,.\ -·-,_ ' DA TE: SEPT. 2004 SCol.LE: 1" = 100' JOB N0.:98-1012--05 . ·; .: --P-ll- "AS-BUILT <?,,r P.E. SS-381 EXP. 12/11/08 , ---------------,------ ... ------ .1 I I, •I' ~ I "' [.,.. ,. .. , ! I -_:----. ~-~-- J;;; __ · "'= ·-: -____ ,._ j. .. ,:· ... ~---.·-: 1 --r..c,.-------- ( -- ' -.- :;;;;.~}:it0~ ~ \ ~ "'·_ .-~ 1;:, :,_. -·-·M¥\2·-·"7·-----__ ~-----~------~> ·\el)·-- ·/ >;;t:> " ·oP.~N -_ ~p: . · -'t't·' - -' -.-··-\'\ . ;f f --y~. ·" ~"'-\... ,;.... -·--\:/ y- \ .:._~-:~~;:~?~'f1,''.\._ -·:·:--~:,•:\:r -..,,., __ \-·~-,,.,," - . , .. OPEN'\sf s!i:1\:·•- :.::·. ·:; ~--~--~~~r_c:_.:,., .. ;_ '.:..::::....:;-.:..:....:__ ,, (,/2, Jo..,. • I DATE l NOTE: Ali Drl'OSEO E)(JSl/NG Sll?VCllJRES ll!TH!N LOTS ARE TO BE REMOVED. BENCHMARK; DESCRIPlON: STANDARD SlRCET SURI/FY MONUMCNT L0CAllON: APPROX. 1400 FITT SO/Jl11 OF PALOMAR AIRPORT ROAD ON CENTERLINE: OF El CAMINO REAL RECORD FROM: NOR711 COUNTY 'IER"f/CAl CONTROl DATA R-1800 308+76 ELEVATION: 297.25 M.S.L DATL:M: NCVO 1929 7-(,-07 re DATE INITIAL ENGINEER or WORK ' / ' r ,• I,\ Ai-8VILT REVISION - DESCRIPTION :\971035\97~M.H.~ Oct 12. Z004 1?:J'l'OIII >'nfll: !i735T()l)0; 973.5AMAP: 9735AGRD; 97-~-~ST!f: 97J."iA.G; 97J~Ull.; ~ mz7lf& .J -~-''. -;_· ~---;,,~ ;~;- ' ' D~TE INITIAL OTHER APPROVAL I I. --_"' -•:--,1 - --·:.---·:::.~,-•-. / ,• --- o' .1.'s' 1 oo· .., 50' 200' SCALE: 1 ' = l 00' NOTE!! £L£CTRONIC DATA ALES AR£ FOR R£FERENCE av/. Y ANO AR£ NOT TO B£ USED FOH HORIZONTAL OR 'r£RTJCAL SIJRITT CONTRa. 1 s,,T I 1s,,s1 CITY OF CARISBAD ENGINEERING DEPARTMENT £ROS/ON CONTROL PtANS FOR: CARlSBAO RACEWAY er 98-10 APPROVED#}" ,1,,../....,.,,oe ~ v?'°~.,.,.;,. LLO'ID 8. HUBBS Io/,• l,e rl PE 23889 m>:--1N1 5 . CITY ENGINEER 7 DAfE . DWN BY: PROJECT NO. DRAWING NO. DATE rNITli\L CHKD BY: c.,;e CITY APPROVAL RVWD BY: ~ ,"¥-, C.T. 98-10 409-IA ' • - )