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HomeMy WebLinkAboutDWG 417-1A; MS 02-08; LOS COCHES VILLAGE; 01-10GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 11,06 OF THE CARLSBAD MUNICIPAL CODE,) 1, 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 ANO OMISSIONS DISCOVERED DURING 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 REQUIRED 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 PERMITTEE'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" ANO A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY 'BESTS" KEY RATING GUIDE. . 5. UNLESS EXEMPTED BY SECTION 301,(b)5 OF THE UNIFORM BUILDING COOE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT Of WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OST AINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. 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, 10, THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11, 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, CAl SUMMARY SHEET, CB) LABORATORY WORK SHEETS ANO (Cl COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER Of THE ST ATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED 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 RECOMMENDATIONS 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 CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED 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 PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR, 14. A PRfCONSJRllCTION MEETING $HALL Bf HEI D AT THE SITE PRIOR TO THE BEGINNING OF WORI< AND SHAl I BE ATTENDED BY Al I REPRESENTATIVES RESPONSIBLE FfR C~NSTRUCTION. INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECT OFHE WORK, THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK ( 438-1161 ext.4323 ) 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. Ai I INSPECTION RfQIIESI5 OTHER THAN EQB PRECONSTRIICTION MEEIJNG WI! I Bf MADE BY CAI I ING THE ENGINEERING 24-HOI IR INSPECTION BEQIIESI I INF AT C619l 438-3891, INSPECTION REQUEST MUST BE RECEIVED PRIOR JO 2,00 P,M, ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16, THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL L,OCAL, ST ATE ANO FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/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 DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET CS') OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. If THE Pl AN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA AQMINISTRATIYE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE, A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 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. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEQIATELY. ANO THE PERMITTEE WILL NOTIFY THE CITY ENGINEER, OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO, 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. CA LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER,) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED SY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING OA YS PRIOR TO BEGINNING OF WORK, 22, IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTQB SHAI I BE RESPONSiBl E FOR ANY DEBRIS OR DAMAGE OCCURRING Al ONC THE HAili 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 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. 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 CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURF ACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO ORDEAL Y 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 WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS, j, 13746 --~~EN~~~ 56Z0 Friars Road • San Diego, CA 9Z110·2596 • (619) 291-0707 • FAX (619) 291-4165 • 1\"W'W,rickeng.oom 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. 417-IA. 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 ANO IRRIGATION PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REOUIREMENTS. 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 P1PE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 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, 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING F AGILITIES ( ABOVE GROUND AND UNDER GROUND l WITHIN THE PROJECT SITE 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 SOG&E (800)660-7343 PACIFIC BELL (8001892-0123 ADELPHIA CABLE COMMUNICATIONS (7601438-7741 COX COMMUNICATIONS <760)806-9809 CITY OF CARLSBAO<STREETS & STORM DRAIN) (7601434-2980 •CITY OF CARLSBAD<SEWER,WATER & RECLAIMED WATER> (760)438-2722 • SAN OIEGUITO WATER DISTRICT (760)633-2650 •LEUCADIA WASTE WATER DISTRICT (760)753-0155 • VALLECITOS WATER DISTRICT (760)744-0460 •OLIVENHAIN WATER DISTRICT (760)753-6466 •BUENA SANITATION DISTRICT (760)726-1340 • AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS 111,06.170(8)1 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 (11,06,190(6)} CARLSBAD MUNICIPAL CODE, (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL ; GRADING IS COMPLETE, ALL EROSION CONTROL, SLOPE PLANTING ANO IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE\. LETTER FROM CITY ENGINEERING DEPARTMENT). r , (2) AS-BUil T GRADING PLAN. f (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES/ RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO , THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES Of"' ' ;-~ ,/ /\,._.,,_,_.,,'' SCALE, 1"=100' \/ICINITY MAP CHY OF OCEANSIDE , , ' HIGHWAY ;,~ FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO- INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE \ / , :· ./-'; ~~~g:iE~tKT1g~~E dCTTC1~~gRo~NC\H~TH P~~E1J~~iREs~7~J5Rt~8RT ''----, · · .:': · ·: · '\ i f l ji, AND ANY SUPPLEMENTS THERETO, ''--~, . ~,-./ 1 j ✓ (4) REPORT WITH AS-BUil T GEOLOGIC PLAN, IF REQUIRED BY THE ' CITY. '·----·, .• ___ _,/ ♦NOTTO SCALE G> L 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) 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 REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION & PRELIMINARY FINDINGS, PREPARED BY ~OUTHE~ CALIFORNIA SOIL & TESTING , DATED JANUARY 22, 2002 & DECEMBERO, 200, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENOA TIONS AND SPECIFICATIONS CONT AINEO IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: RICK ENGINEERING COMPANY ADDRESS: 5620 FRIARS ROAD CITY, STATE, SAN DIEGO, CA 92110 TELEPHONE: (619) 291-0707 BY: _)WJ~~~=c---/ <NAME OF R.C.E, NO.: _.2....,76"'7..,.8'------'"""'"' REGISTRATION EXPIRATION DATE: ,,.3/'"""'-""------ SOILS ENGINEER'S CERTIFICATE I, DANIEL B, ADLER , A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF 1-2?, , 20 o, ANO I -'2.4> ""'7:::,-:., 2022.. TWO COPIES OF THE SOILS REPORT COMPILED FRO STUDY, WITH RECOMMENDATIONS, HAS BEEN SUBMITTED TO T THE ENGINEER. LICENSE EXPIRATION DATE: --'6c.c/.:c3"'0/__,0~4 _____ _ OWNER'S CERTIFICATE P 1\CIFIC OCEAN CITY OF ENCINITAS \ CITY OF VISTA , __ ,r,J"'-.....SITE SOURCE OF TOPOGRAPHY EARTHWORK QUANTITIES TOPOGRAPHY SHO'M<J ON THESE PLANS WAS GENERATED BY AERIAL PHOTOGRAPHY METHODS FROM INFORMATION GATHERED ON AUGUST B. 2002 BY RICK ENG/NEERJNG PHOTOGRAMMETRY Dll1S/ON, TOPOGRAPHY SHO'M<J HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS, PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 255-031-20 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 19 12 E 6258, cu T: 29 200 Ay ~: 45.650 CY• IMPORT: _____ CY EXPORT: CY REMEDIAL: ZO. 500 CY • 'i5,~00 CY OF IMPORT FROM OnG NO. 417·1B PLANNING DEPARTMENT APPROVAL ARK BENCH M DESCRIPTION: 2 \2 BRASS DISK MARKED "CLSB-011" LOCATION: CO MMUNITY PARK PARKING LOT NORTH OF CAMINO LOS COCHES AND EAST OF CALLE TIMITEO DE RECORDED:BQ_ ELEVATION: 17 S 17271 3.24-OATUM:NGVO 29 ~,,-a~~ ~li~L,~ ~ .!::.> lJ: < ~\ I .... I ,., • ~ No.C27678 S:J ~ * ~Exp.J/.11/06 /4 * ~Cl~L~ OF C~\,\\~ .... ~~ LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL ~.;~:OQ-J,, . GNl!ll DATJ!: f, Jtl. I D4t" JIICIIAEL l. JlOJ,'OOJljJ!, Pl.INNING DIRECTOR ~~«~ (SJGNEII) DATE«q'lf/df RECOmNDED BY:CI~~~..\ . -, •\ AS·B!J/lT WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUil T GRADING PLANS, AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1, CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ST ANOARDS 3. THIS SET OF PLANS 4, RESOLUTION NO. 5527, 5528, 5529 DATED DEC 17, 2003 5, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 6. SOILS REPORT AND RECOMMENDATIONS BY SOUTHERN CALIFORNIA SOIL & TESTING DATED JANUARY 22, 2002. PRELIMINARY FINDINGS DATED DECEMBER 10, 2003, REVIEW OF HILFIKER RETAINING WALL DATED MARCH 15, 2004 7, THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED NIA 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED DEC 17, 2003 10. STORM WATER POLLUTION PREVENTION PLAN <SWPPP) PREPARED BY RICK ENGINEERING, DATED 3-10-04, 11. CALIFORNIA STORMWATER QUALITY ASSOCIATION, STORMWATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES <BMP) MANUAL. LEGEND ' DESCRIPTION DWG.NO. SYMBOL QUANTITY SUBDIVISION BOUNDARY -------------------------------• -----• -· ------- LOT LINE ----------------------------------------------------------- EASEMENT LINE ---------------------------------------------------- STORM DRAIN CPVTl -------------------SEE DETAIL SHE!j:J _2 --------- 36" RCP ------------------------------------------------------------- PROPOSED SLOPE (2:1 UNLESS OTHERWISE SHOWN) ----------------------- EXISTING CONTOUR---------------------------------------------------- PROPOSED CONT OUR-------------------------------------------------- SPOT ELEVATION CFG=FINISH GRADE; TW=TOP OF WALL: FL=FLOWLINE)------ EXISTING ELEV A TION-----------------------------------------------·-• PROPOSED DAYLIGHT LINE--------------------------------------------- SWALE/DIRECTION OF FLOW ------------------------------------------- fj LF ----------24 LF V 'I' V .,, BROW DITCH --------------------SEE DETAILS SHEET 2 --------------C::.> c::::> c::::> ~0 LF RETAINING WALL (PER SEPARATE PERMIT)-------------------------- EXISTING SEWER MAIN -------------------------------------------- A-4 CLEANOUT ---------------------------0-9 ---------------------- RISER--------------------------------------------------------------- B INLET (MODIFIED) -------------------------D-2 --------------------· STORM DRAIN HEADWALL --0 ----------------D-32 -------------------- s @] 0 E] 1 EA 1E.A 1EA 1 EA ENGINEER OF WORK ~ "AS BUIL T11 RICK ENGINEERING CO. ~~m,, 11/1/(t, ~~.~ ... no, EXP.Jl!b DATE RCE 5) ROGER L E(}.LL R.C.E. C27678 'DATE REVIEIJED BY• EXP. 3/31/06 -,,.,: ~ '"t:J ///217/4~ INSPECTOR -DATE I SH1EET I CITY OF CARLSBAD Sf-\E!;_TS 110 ~ ENGINEERING DEPARTMENT ROUGH GRADING PLANS FOR: ill LOS COCHES ~LLAGE MS-02-08 APPROVEDdY LLOYD B. HUBBS ~ ~ ~4~ ~~ 4,f.:;-Jf t_ CITY ENGIN R PE 3889EXPIRES 12-31-05 'D-TE APPROVED BY: LWD DISTRICT ENGINEER -I/A ''REVtif'lSR-.S 1-8 . lop '.I. I\IE,v./ ~EfSTS, ,I ,A tl-·W. /t:Jfta/,.,. ~/ . .... DWN BY: PROJECT NO. DRAWING NO /./4 ..,1,,, ~lcl)~'r¥> ~/4 /11 DAT£ INillAL OATE INlllAL DATE INlllAL CHKD BY: j1,,p, MS-02-08 417-1 A 3252 541 ENGINEER OF WORK REVISION DESCRIPTION CITY APPROVAL RVWD BY: ,) LS-STEPt N L DEERING RCE 265'1:4 EXP. 3/31/04 DATE JOB NUMBER OTHER APPROVAL ,- ~ Lt) I N Lt) N M ~ C ~ TOP OF SLOPE E.--.., 5' CHORIZ.) TRANSITION TO 6' WIDTH TYPE B BROW DITCH PER D-75. TOE OF SLOPE BROW DITCH/PAD TRANSITION NO SCALE E," RIP RAP PAD~~ 1.) CUTOFF WALL F .. TO ZERO DEPTH SECTION E-E 2:1 SLOPE FORM APRON CONCRETE TO Fi_ OF OPENING ----:;::,;~ TOP OF BERM F INLET @ DESIL TING BASIN NO SCALE INLET PER PLAN MODIFY TYPE "8" INLET OPENING TO DEPTH SHOWN (WITH PROTECTION BAR AS SHOWN PER STD DWG D-12). CONC APRON 3" GUNITE W/6"x6" 10/10 GAGE WELDED FG 165.0 DEBRIS RACK CAGER:)IR, E MESH. (SEE DETAIL Al c4 S . • C \;, ' \v. 36" RISER I ; -~ I'"'"' '2. " -'I'"--.. S\.,.v_ , CONCRETE ANCHOR PER DETAIL THIS SHEET CMP RISER HOT-DIPPED GALVANIZED 12 GAUGE 2-2/3''X1/2' CORRUGATIONS, DIAMETER PER TABLE. CUT .. Sl'IDEJE.D .. , NO. OF HORIZ. 10"X1/1" SLOTS IEOUALL Y -SP,ACED AROUND CIRCUMFERENCE). FIRST ROW TO BE 4" BELOW BAND COUPLER. SECOND ROW TO BE STAGGERED AT 5 1/3 " BELOW FIRST ROW. CONTINUE STAGGERED ROWS UNTIL 6" ABOVE FG, COAT ALL WELDS AND CUTS WITH GALVANIZED PAINT AFTER F AB RICA TION. 24" PVC FL 154.1 ' I \ FL 153.8 '--.. APRON CUTOFF WALL SEE DETAIL THIS SHT 2.1 SOIL CEMENT SHALL CONSIST OF A SLIGHTLY MOISTENED MIXTURE OF ONE PART CEMENT TO FIVE PARRTS OF GRANULAR MATERIAL. THE SOIL CEMENT SHALL BE THOROUGHLY MIXED ANO TAMPED INTO PLACE IMMIOIA TEL Y FOLLOWING PLACEMENT OF THE PIPE, ~----SOIL CEMENT AROUND PIPE TO LIMITS OF TRENCH AND 12" ABOVE. TOP OF PIPE. SEE NO TE 2 SECTION F-F NO SCALE J, 13746 -~~EN~G~ S620 Friar, RoadM. Sau Diogo, CA 92110·2598 • (619) 291-0707 • FAX (519) 291-4155 • www.rickeng.com R• \O_ l )!46\MO;S./.UJr OC:1nQ\3746m<Jp2. d<;n \ ,.srv _rlb\ \R !,::k5tol1dar<!S\ I plotV! 0\P,m\,::Ql,:,omp. p,i,n 19-!,IAY-2004 07•~0 6"TYP ~~, Bl : . r MOD D-75 TYPE D • .. • . LINED OfTCH PER 1"'.~.:-'-. ~ OET AIL THIS SHEET · '· 12:'0R THICKNESS OF RIP RAP PAD OF APPLICABLE! 4'THICK P.C.C.ClfTOFF WALL AT END SECTION ' ...... , ... ...._ .... .... •3 REBAR LINED DITCH CUTOFF WALL CUTOFF WALL •3 REBAR NOT TO SCALE LINED 1½" / DITCH t'--~~f-'.--;-:c;-r-~ _j ~·· '.< ;_} ~\., ,:;.:-.)>''..;. _;:' ... ';:. 12" MIN wf3"MIN SECTION B-B NOT TO SCALE PAD PAD ,,'-':'(/ 1' UNLESS SHOWN OTHERWISE ® MODIFIED BLADED SWALE NO TO SCALE b ' "' ""'/~~ -l@R· P[Rp" * L'.7AiiiitvC-/----- "',"' T "\ ~ I ,, ,· ' ---.<J.J _ _ 470-C-2000 OR . . 2500 PSI AiR PLACED b ' f0 * = JOIN LINED DITCH: EXTEND WIRE MESH 6" MIN. INTO DITCH . CONCRETE -'--!--------~~-WITH 6"x6" 10/10 GAGE ~•--c::c----r• a> WELDED WiRE MESH "D" _-,..[)=:::>SYMBOL ON PLANS SWALE TO BROW DITCH TRANSITION DETAIL 2.0' MIN. ll NOT TO SCALE D=1.0' UNLESS SHOWN OTHERWISE ~ • MIN 2,0¼ LONGITUDINAL SLOPE 6" <TYPl c:> SYMBOL ON PLANS 3" MIN 470-C-2000 OR 3" 2500 P.S,I, AIR PLACED CONCRETE. REINFORCE CONCRETE WITH G"XG" 10/10 GAGE WELDED WIRE FABRIC, TYPICAL LINED DITCH SECTION (MODIFIED D-75 TYPE B) NOT TO SCALE k-_;'3tl,.'.:J' Rl1'\S=E_R _ . 1 / 4 TOP BARS.SAME AS POSTS SPOT WELD TO END POSfS BOTH SIDES 8" OF CMP ~rrr717rn,--TO MATCH DIAMETER OF RISER FG 158.2 r 1 1 : I I : , I.; 3/'4" GRAVEL MOUND AROUND RISER A, 154.2 1-~r ·-Lu' -t~-ANCHOR BLOCK WI 1' 4-#4 BARS EACH WAY EMBED STEEL 3" MIN 1' IN CONCRETE PCC 560-C-3250 DESILT BASIN RISER DETAIL NO SCALE TRENCH I WIDTH ~ I N I. WIDTH OF SPILLWAY APRON 'ST, NI _:J\:o:" l .___+--"· ... "~'"=i,-.. , BOTTOM___,- OF TRENCH FRONT VIEW NOTE: ·I (," \ NOTES: GAL VINIZED STEEL ANTI-VOR fEX PLATE. WELD TO POSTS ---EVENLY SPACED POSTS 3' LONG 6•'+ O.C. USE 2" PIPE OR 2"X2'·X3/16" ANGLE GALVINIZED STFFL 1. COAT ALL WELDS WiTH GAL VINIZED PAINT AFTER FABRICA TiON, _i SEE CAL TRANS STD DWG 0-96 r 0R DIMENSIONS OR DETAILS NOT HOWN, ~SPOTWELD EACH / POST 4 f ACES 8" BAND COUPLEf --PER CAL-TRAN' s TD owe D-9-, 36" CMP ' SER DETAIL 11A11-DEBRIS RACK CAGE W/AN'fl-VORTEX PLATE SPILLWAY APRON 6" "-•4 BARS 470-C-2500 PCC SIDE VIEW I NO SCALE 3" GUNITE W/6"x6" 10/10 GAGE WELDED WIRE MESH. 1' -----TEMP BERM n~ DETAIL _,~o~ -- 14-5_'--r-~--, r,,1:~\~y ... .-c-;,-''l;:·'=:==::=_?,-"', -;---c:::-;;::. 14 5• • I . ! SEE DETAIL G -...__ TEMP BERM PROPOSED GRADE 5' DETAIL G TEMP BERM NO SCALE t: I -BLADED SWALE PROPOSED GRADE SECTION A-A NO SCALE PL / PROPOSED GRADE 15' 1· 2¼ ·1 ' ~~ BUILDING PAD PLANT ABLE HILFIKER RETAINING WALL WITH 4811 BATTER PER SEPERATE E 5/i/£ C.17'( OF CARtSBAP Pel?MIT NO. CB04l550 ~ 10' "=:::::::::;;---~ ::::::::J1 H· 1l::2 2 2 I ---< APPROXIMATE / GEOGRID LOCATION ----4 SECTION B-B ~ EXISTING SEWER LINE____.J J TO BE ABANDONED PER DWG, NO. 417-1 NO SCALE . ---------.._ 4i,5EE PROF/L£ SIIEET 4-~ I,\ FOR RIM EL£YllTIONS 't:::: PL 1 ' ' \ EXISTING SEWER LINE___.,,I .J TO BE ABANDONED PER DWG. NO. 417-1 PL PLANT ABLE HILFIKER ----+- RETAINING WALL WITH 48:1 BATTER PER SEPERA TE PERMIT ENGINEER OF WORK 15' l:li 2%_ " o;J ~ 1b; Q: 2 SECTION C-C NO SCALE r 15' TP= 137.1• SECTION D-D NO SCALE RICK ENGINEERING CO. §E "(°"'0} "-~ 6Rlll)E -::::, ~ // ~ ~ • .,.,✓ I <,.j .., 2 36"PVC PROPOSED GRADE / -EXISTING 24" SLEEVE AND CONCRETE ENCASEMENT / (LWD FACILITY) I --EXISTING 12" SEWER MAIN (LWD) "AS BUILT" ~ ~~:. rz.o ~~.fl,~ RC .,. ?I EX~)11JP__I 11/1/N, .r/~~ DATE J R.C.E. C27678 DATE REVIE'wED BY• ROGER L. fill -,.&;; ,,.. 1/.,,o fa~ EXP. 3/31/06 /, . ...... ___ !:__ "' INSPECTOR DATE I S2ET I CITY OF CARLSBAD SH ;,i;;..,_S ( Ol ENGINEERING DEPARTMENT ROUGH GRADING DETAIIS FOR: ill LOS COCHES ~LLAGE MS-02-08 APPROVED ,g 'r • • LLOYD B. HUBBS CUTOFF WALL TO EXTEND A MINIMUM OF 12" BEYOND TRENCH WALLS AND 24•• BEI_OW TRENCH BOTTOM. -~ Jt-\ A.s-su1t.r ~~~ ~ar-~ C~R PE 889 EXPIRES 12-31-05 --D-TE SPILLWAY APRON CUTOFF WALL NO SCALE 11\ REY/SEO SECTION ,,.J,v. /7'(/' DWN BY: PROJECT NO. DRAWING NO. OA1E INl11AL OA1E INl11AL CHKD BY: )'-IC-MS-02-08 417-1 A REVISION DESCRIPTION RVWD BY: Jl,,IC-ENGINEER Of WORK OlHER APPROVAL CITY APPROVAL .,.. -=:I- Lt) I C\I Lt) C\I C") ~ C ~ • J.13746 ■ .. ~~EN~~ 5620 Friars Road • San Diego, CA 921111-2598 • (619) 291•0707 • FAX (819) 29l-4l6a , www.dckong.com \ V;rv ~r lbt \R 'ckStac7&lrdt\ I ;>!<,t\110\f>en\co !<::Qll1P, PW' 27-AU0-2004 -0Eh41 24'\l MH COVER AND FRAME (2) PER REGIONAL STANDARD DRAWING M-1 USE GRADE RINGS AS NECESSARY) 36"0 PVC INLET (GROUT INTO RISER) Jr ~ q_ ---!~-+- FIBERGLASS INLET/OVERFLOW WEIR AND CYLINDER 72"0 ID MANHOLE - RISER, (86"0D) CENTER 72" ID MANHOLE RISER SECTIONS 36"¢ PVC INLET (GROUT INTO RISER)' STA x+xx <;_ RISER SECTIONS CDS MODEL PMSU30_20 24" r;, COVERS & FRAMES (2) 2.0 CFS TREATMENT PER REGIONAL STANDARD DRAWING M-1 CAPACITY (USE GRADE RINGS AS NECESSARY) PLAN CDS MODEL PMSU30_20 STORM WATER TREATMENT UNIT 2.0 CFS CAPACITY OIL BAFFLE 36"\J PVC OUTLET \ ( GROUT INTO RISER) LBLOCKOUT FOR PIPE PROVIDED BY PRECASTER TYP. CDS MODEL PMSU30_20 STORM WATER TREATMENT UNIT 2.0 CFS CAPACITY 36"¢ PVC OUTLET (GROUT :NTO RISER) CENTER OF SCREEN & 21 "¢ SLAB OPENING SEPARATION SLAB ,,. F!BfJ!'Q.ASS Cl'LIN0£R ANO 3'-SCREEN 24" 0 COVERS & FRAMES (2) STA x+xx /J. RISER SECTIONS CDS MODEL PMSU30_20 2.0 CFS TREATMENT CAPACITY PER REGIONAL STANDARD DRAWING M-1 (USE GRADE RINGS AS NECESSARY) ii;:. FINISHED GRADE L . ,~,..,,t : M \ ION TO BE ADJUSTED PER DWG. 41 7-1 D. ~ 36"~ PVC INLET D/S PIPE INV EL 152.19t SFPARATION SLAB SUMP BOTTOM 31" ,. 24• f18ER$1.ASS CYLINDER ANO ,Nl.Ef --3'11 SCREEN OIL BAFFLE l36"0 PVC OUTLET FINISHED GRADE EL . I "9.""H:l T : RIM ELEVATION TO BE ADJUSTED PER DWG. 417-10. D S PIPE !NV EL 752.191: SUMP BOTTOM SEPARATION SLAB PLAN SECTiON A-A SECTION B-8 DETAILS FOR CDS STORM WATER TREATMENT UNIT -MODEL PMSU30-20 I u/r'S'{Of, 11n f, AS• f!,(I/L-r ~" pjy \ ADDEO SHEET I, , ..r.lllV I INITIAL DAlE INITIAL DAlE INITIAL ENGINEER Of WORI< REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL CDS MODEL DETAILS ONLY CDS TECHNOLOGIES, INC. 6(~o{o+ DATE 11 AS BUIL T1 ' cf~P-fh, 11 [ re; [o, RCE ,;1 i"f (, _ EXP. '-lio Loe, DATE REVIE\IED BY, ~-: h.. ;;; ✓✓ / ,§a/__111& INSPECTOR .. . DATE I SH3ET I CITY OF CARLSBAD lliJ ENGINEERING DEPARTMENT 0 ROUGH GRADING PLANS FOR: LOS COCHES ~LLAGE MS-l12-08 AP~v_r ~ LLOYD B. HUBBS . t•hf""' CITY ENGINEER PE 23889 EXPIRES 12 31 05 'o TE DWN BY: I PROJECT NO, I DRAWING NO. CHKD BY: RVWD BY: MS-02-08 417-1A STORM DRAIN DAT A NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 N7' 51 '31"W 13.43' 24" PVC 2 N64• 08' 21"W 43. 06' 24" PVC 3 N15' 21' 56"E 4. 50' 36" PVC* 4 N15' 21' 56"E 4. 50' 36" PVC* 5 N36' 08' 40"E 39. 69' 36" PVC* *AASHTO M 304 M-91 SPECIFICATIONS ww,,c, '•""'"" wm,,•,., -~" ········T ..... , .. f "~ -~· -= _ .. ::.·t~::: ''.':':""'.'.·:f_':"''.S::"".. ,,,.-,,,.,,tr"1,,,-,, ;;:,;::: :: •.. ,: ··· · · ···· .... ~J!l'fc.:. :! -------·--·i·•·--------· ·'"""'.!-" c:.~, ! =+ ..... i . I I. J. 13746 -. • T". RICK ENGINEERING COMPANY g .. San Diego Riverside Orange Phoenix Tucson 5620 Friars Rpad • San Diego, CA 9Z110•Z596 • (619) Z91-0707 • FAX (619) Z9H165 www.rickeng.C01J1 R• \!L 137 4G'<Moo,;_C<"Od I :.g\3746mgp4, ,:;Jgn \ ,.srv _r I t,1 \R lckS+ondorcJ:;;\ ! p !otviO\Pen\c:c lc0,-rp. p8f1 26-A.UC-200/4 I !•25 40 20 0 40 80 120 ----- GRAPHIC SCALE 111= 40' I . I j I NOTE: ''GRADING OPERATIONS WILL NOT BE ALLOWED IN THE EXISTING SEWER EASEMENT UNTIL AFTER LWD ALLOWS DIVERSION OF WASTEWATER FLOW TO THE NEW REPLACEMENT SEWER, INCLUDING DEVELOPER SATISFACTION OF LWD FIELD REQUIREMENTS FOR FINAL TESTING ANO POTENTIAL CONSTRUCTION DEFECT REPAIR," ENGINEER OF WORK RICK ENGINEERING CO. ROS~:i~="' ~ REVIE'JED BY• 7~_2.;.,. ... _I-----EXP. 3/31/06 INSPECTOR )I .---------------------1 sH4EET I CITY oF CARLSBAD ~o ENGINEERING DEPARTMENT LJi2_J :==~=========:.==:::::: 'iJfljJjji_ 'r7!iR' , ~ A e · Btlt er ~~ L\ REVISED STORM DRAIN6' IEF¥.flfEOSH££T ~i2/!'.~,..~~11~\.l-(!1o!ll1[¥.!'-'l!!ll-at,/tlO''IZ'....l DATE INITIAL ~ INlllAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION 1-0-lH_E_R_APPR_.__OV-AL-+-CI-TY-AP~PR_O_VAL--t ROUGH GRADING PLANS FOR: LOS COCHES ~LLAGE MS-02-08 CITY ENGINEER LLOYD 8. HUBBS /Oll¼'f 1DATE PE 23889 EXPIRES 12-31-05 OWN BY: PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: MS-02-08 417-1/1 PROP. R/W L--PROPOSED 15 FT STREET DEDICATION PER DOC ...J ""lo I REC i _,.., 15' <t> I 11:0 a, cc: w:l! <C cc: :::, ow :::, <.:> ijjCC: !I: I (.) .... , • ... I"' cc: I ... (/) . (/) xotii x 4' CHAINLINK FENCE SUPER I/ARIES .... :-~Jld~~;:====jft:~;;--j UP TO 3¼ MAX_ ... , ... ~ LIJ -t3 ,... HILFIKER 0 ~ ... TEMPORARY CUT BACK WELDED WIRE MAT (SEE SHN CONSUL TING ENGINEERS HILFIKER PLAN" CB040980 I I RETAINING > Q.. WALL :::, \ \ I ~EXISTING I--\________ 7.l' GRADE FL 146.27 ----~=--::1--"----~ -- ---l_XIST, 48"RCP -- - - -~ PER DWG. NO. 262-1 - - ---~ SECTION E-E NOT TO SCALE 40 20 0 40 80 - - J. 13746 !\lit ~~EN~~~ 56ZO Frlm Road • Sm Diogo, CA 92110-Z596 • (619) 291-0707 • FAX (619) 291-4166 • www.rlckeng.com fl• \D_ 1:374~\1Joon_Cr<1<:H!"K)\374Gmgp5, d,;in , , ,;,v_r I ,;,1 \R!c1<StcndorOs\ Jp I ot\; t 0-.Fen\ca I c:oup. pan 2t-1'.l;C-20(l4 1 /<26 NOTE: TRAFFIC CONTROL PLANS ON FILE WITH CITY OF CARLSBAD, FILE " - - GRAPHIC SCALE 1''= 40' SEE SHEET 3 ,# 120 • -I :!,Mi DATE INl1IAL ENGINEER OF WORK ENGINEER OF WORK 11 AS BUIL Tu RICK ENGINEERING CO. Ja~~ 11/1/tt, \&11_~~ 11/-z7,' DATE ROGER L. I IALL R.C.E. C27678 DATE REVIE'w'ED BY• ~ EXP. 3/31/06 "%.·. ~-.l'q?• /•," ,, INSPECTOR n'ATE . I ~5ET I UQJ CITY OF CARLSBAD ENGINEERING DEPARTMENT 0 ROUGH GRADING PLANS FOR: LOS COCHES ~LLAGE MS-02-08 APP ,.,,. If/, . LLOYD 8. HUBBS / /,f ,.,.... .. D-J•li.,Lo~ A-'" -t?LI IL., . -CITY ENGINEER PE 23889 EXPIRES 12-31-05 -, DATE ADDED SHEET ~.JI 1olfa/.,,. /4,ll,' OWN 81: PROJECT NO. DRAWING NO. UAII: INl'DAL DATE INlllAL CHKD BY: MS-02-08 417-1 t REVISION DESCRIPTION OlHER N'PROVN.. QTY APPROVAL RVWD BY: ,.. ~ Lt) I N Lt) N C") ~ C ~ R/W A l GRAVEL FILLED BURLAP BAGS FLOW ! (1 BAG HIGHJ \ ...JW <( . .J >iOJ cc<( Wll- '.zfcc -w la. , 5' TYP \GRAVEL FILLED BURLAP BAGS ( 1 BAG HI GH) RIW VELOCITY CHECK DAMS IN STREETS NO SCALE TABLE A A R/W CURB LINE 10' WEIR ( 1 BAG GRAVEL FILLED BURLAP BAGS (IG~)I E GRAVEL FILLED ,-+-_BURLAP BAGS R/W CURB LINE (2 BAGS HIGH C :--~ C GRAVEL FILLED BURLAP BAGS SECTION A-A SECTION C-C NO SCALE NO SCALE ; 1 BAG F 1illl,. ff'i'1i'.i'E"",_--~ H I GH \\'<~ '<77 SECTION E-E NO SCALE GRAVEL FILLED BURLAP BAGS. 13 BAGS HIGH) VELOCITY CHECK DAM SPACING R W 1 BAG HIGH 5' C 1__..--2 BAGS--1 HIGH STREET GRADE LESS THAN 2% OR EQUAL TO 2.1% TO 5.0% 5.1% TO 10.0% 5' R/W 1 BAG HIGH C C C 2 BAGS ----HIGH __ ___, ~f I ~t GRAVEL BAGS AROUND INLETS @ SUMP A RIW 1 BAG HIGH 0 <( X w W-J um Z<( <Cl-,_ {j) er: -w oa. NO SCALE D TYP, TYP. A I <( X w CURB j~ ~I LINE (I) rr Y -w oa. ..._ __ 2 BAGls ____ ,,.. HIGH GRAVEL BAGS AROUND INLETS ON GRADE BOTH SIDES OF STREET NO SCALE R/W INTERVAL 200' 11 0' 11 0' J, 13746 lit ~~EN~~~ 5620 Frlm Road • San Diego, CA 92110-2598 • (619) Z91•0707 • FAX (619} 291-4165 • www.rldeng.com R, \D .1 3 740\Mns,;_Grnd \no\H46mfJp4. dQ!', \ ">Cl'Y .r !l>I \R 'okSta,"ldorcte\ I D!OtVH•\f>en\oa l,::omp, per, l9·MA1'·2004 ◊7•31 X 7' 5' 5' GRAVEL BAGS AROUND AREA DRAINS GRAVEL FILLED BURLAP BAGS 3 HIGH UNLESS OTHERWISE NOTED NO SCALE GRAVEL BERM ALTERNATE TO GRAVEL BAGS NOTE• TOP ELEVATIONS OF GRAVEL BAGS OR GRAVEL SHALL BE EQUAL TO ADJACENT TOP OF CURB ELEVATION FILTER FABRIC COARSE AGGERGATE 3" MINUS *NOTE SECTION D-D NO SCALE 6" MINIMUM WIDTH OF ROAD IS 12 FEET STABILIZED CONSTRUCTION ENTRANCE/EXIT NO SCALE EROSION CONTROL LEGEND CONSTRUCTION SITE PERIMETER EROSION CONTROL BLANKET BONDED FIBER MATRIX (BFM)/!RRIGATEO HYDROSEED W!TH BINDER, (METHOD/PRODUCT TO SE DETERMINED BY OWNER/CONTRACTORl ---- FIBER ROLL SILT FENCE ---• JI • • •• GRAVEL BAG/FIBER ROLL -0-0-0-0- SILT FENCE/GRAVEL BAG/FIBER ROLL IJDEID GRAVEL BAGS o: • cc> ,:, • • • STABILIZED CONSTRUCTION ENTRANCE/EXIT~ ORANGE CONSTRUCTION FENCE SLOP£ VARIES --·. ·- 2" x2" WOOD STAKES MAX. 4' SPACING TYPICAL SECTION FOR FIBER ROLL VERTICAL SPACING VARIES BETWEEN 8' AND 20' NO SCALE INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE FIBER ROLL LEVEL CONTOUR TYPICAL FIBER ROLL INSTALLATION STAKE NO SCALE -----SILT FABRIC 2' TO 5' ; TOE OF SLOPE 6"X6" TRENCH WITH TAMPED BACKFILL TYPICAL SECTION FOR SILT FENCE fJO SCALE EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE MILLER. HAZARD CONSTRUSTION, AT (619) 954-7782 OR DUSTY UCKER, CW CLARK, AT (619) 246-9030. 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 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. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE 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 (401/.l. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH ¾INCH MINIMUM AGGREGATE. 11, SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (901/. COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. CONCRETE WASHOUT NOTE: A CONCRETE WASHOUT SHALL BE INSTALLED FOR ALL PROJECTS THAT PROPOSE ANY AMOUNT OF CONCRETE TO BE MIXED ON SITE OR DELIVERED FROM A BATCH PLANT. THE CONCRETE WASHOUT SHALL BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE INFRASTRUCTURE OR NATURAL DRAINAGE FEATURES OR WATER BODIES AND INCORPORATE AN IMPERMEABLE LINER (6 MIL MIN) TO CONTAIN THE REQUIRED VOLUME. ALL DRIED CONCRETE WASTE SHALL BE BROKEN INTO MANAGEABLE PIECES AND DISPOSED OF IN A PROPER MANNER. THE CONTRACTOR OR QUALIFIED PERSON SHALL LOCATE CONCRETE WASHOUTS IN THIS PRESCRIBED MANNER AS CONSTRUCTION PROGRESSES. ENGINEER OF WORK RICK ENGINEERING CO. II AS BUIL T11 ~~13,'b """" RC~ EXP. :S/Jd DATE • INSPECTOR Ji sJ¥,; ,.CITY OF CARLSBAD ~o-__ -.ETs \ 6} , '-ENGINEERING DEPARTMENT ( lQ/ 1----1---+---------------~i----+----l-----l----1 EROSION CONTROL DETAILS FOR: 1----i-----11--------------1----1----1----1---1 LOS COCH ES VILLAGE ill 1-----+--+------------------,1----+---1-----+---I =M=S=-=02=-=0=8:::::::==============~ AP?ROVED 8y' _ LLOYD B HUBBS A --~ = -•~ hY!,,.f/ 7f/f/lli--.,,-, \ AS -(5(/tt.,r CITY ENGlllll'"ER ff!': 23889 EXPIRES 12-31 05 '½5ATE ~--=,,;:'jj \ !!H/IIIGEP 9#£ET IVIJ/Jl/8Eli'S •6 4•4 74i,j7 Ll-==-f-'-'....::.c==::..=:=c:....:..==.:.::c..------+----1---14!.B..~CJ:.!:-1 OWN BY: ---PROJECT NO. DRAWING NO. DATE INITIAL 1--DA_TE_..._1N_rn_A_L+-D_ATE _ _.__1N1_11A_L-1 CHKD BY: JI$-MS 02 08 417 1 A ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: JI& '------=----=--JL __ --=.~ ,- ~ Lt) I N Lt) N M ~ C ~ J. 13746 ~-TM RICK ENGINEERING COMPANY ~ San Diego Riverside Orange Phoenix Tuoson 5620 Friars Road • San Diego, CA 92110-2596 • [619) 201-0707 • FAX (619) 291-4165 wwwJ:iokong.oom \ \sn_r 1 01 \RI o/<5 t-orx!wds\! D l,ot\11◊V'en\C<l 1-00'f!P, oen l\/-M/IY~l\)04 1)7>12 40 20 0 PAO EL=182,Q ~~-~~ ~--'------,.~ ~------- , 1•.J'"y I 40 60 120 ---- GRAPHIC SCALE 1"= 40' PAD _EL=172.1 (t; l fESS No.C27678 p..3/31/06 CIVIL ~ ', OF C~t\\\)~ ~- ' i i .- _, ,, ;/ . ' / ' ·, . ' ... · " / _, ' ,,. 1/ ,• ., . • ~ 12.\ A5 -BU/l T 11\ tJJll1AIG£LJ $/IEET Nt/HBER INITIAL ENGINEER OF WORK REVISION DESCRIPTION -+--.., EXISTtNG 100 YR FLOOD ' / LIMITS:PER FIRM MAPS - / ENGINEER OF WORK 11 AS BUIL T11 RICK ENGINEERING CO . Gl!K :&. :~.1 11/1/N (l,. IL ~• ~~ A RC-,..,._, I EXP J/MJ~, DATE st~tld -• ROGER I BALL R.C.E, C27678 DATE REVJE'wED BY• EXP, 3/31/06 -z, •. ~ • ? .,,.,, /2 ... /4tl' INSPECTOR • DATE Sjji;_ET .CITY OF CARLSBAD SHEETS (7; ( 101i '.L'l, ENGINEERING DEPARTMENT EROSION CONTROL PLANS FOR: Lt. LOS COCHES VILLAGE MS-02-08 /4 eJ; I 'Ill!: ~ '.,.J,.( ' APPROVED di' LLOYD 8;~ CITY ENGi~ PE~889 EXPIRES 12-31-05 DAE '"/lil~ ~ OWN BY: PROJECT NO. DRAWING NO. DA1E INITIAL DA1E INITIAL CHKD BY: :n.e. MS-02-08 417-1 A OTHER APPROVAL CITY APPROVAL RYWD BY: ,U& ,... ~ Lt) I N Lt) N M =ti:: C ~ - I" WALL A13 18 I" HALL 17 +00 AS l'-£Q'D 1-1.,-DROSEED MIX ., (ON ~TAININC:s i,jALL) 23~00 A3 I" 21 HALL ELEVATION OF HALL 1.54.5 A17 21 HALL 12-"-00 A11 21 I" HALL A12 17 I" HALL 5S-' ~ ~ '----"-\ ·\__/-.__.,<~ A2 18 I" HAL4 oo 40' A1 21 I" HALL I' 67' -to coRA!tR- oP PLAJ./TER.. 25+00 2 A16 21 I" HALL • F!a0!1 Tl415 POINT, EXTEND Tl4E l'l'<E55Ul'<E etJF'R. Y LINE Af'l"1'<0XIMATEL Y 2&' TO Tl4E CLOSET Flf<E 14YDR.<>NT, CONTil<ACTO!O! TO l"l"OYIDE TEMF'O!O!Al'<Y 14YDR.'NT METER AND l!IACl<FLCW f>ll<EYENTION DEVICE UNTIL Tl4E 5Y5TEM CA'! !SE CCNNECTED TO Tl4E 51TE IRRIGATION METER. CONTl<ACTO!O! TO EXTEND 6EP"Al<ATE CONTROL 1-ilf<E& AND A COMMON 1-ilf<E F!a0!1 EACl4 ELEcT,alc CONTROL VALYE TO Tl415 POINT FO!O! FUTU!E CON1'£CTION Tl4E SITE ll<l<IGATION 5Y6TEM. 1 II SCALE: 1"= 20' 4+CO l-!YDROSEED MIX #J: 5FECIE5 FU~ LlvE SEED L65/AC~ ACI-IILLEA MILLEFOLIUM Ac::..R05Tl5 FALLEN5 CAMl550NIA CI-IEIRANTI-IIFOLIA CLARK.IA eon AE DE5CI-IAMF51A CE5FITO5A E5C!-15CI-IOLZIA MARITIMA GRINDELIA CAMFI-IORUM LAYIA FLATYGLO55A MIMULU5 AURANTIACU5 FUNICEU5 VULFIA MICRO5TACI-IY5 TOTAL As-BUI lT Oh'l?IIG£/l SIIEET IYIJMBER 1.IZI 4.0 3.0 1.0 4.0 2.0 3.0 IZI.E> IZl.2 6.0 24.7 NGINEER OF WORK REVISION DESCRIPTION l LANDSCAPE ARCHITECT OF WORK KTU+A - UILT" Landscape Architecture & Plan ning 11-2.-~ DATE DON UENO R LA 148 0 . . . 1 ATE: MAY 20, 200 EXP. 7 /31 /05 REVIE\,,IED BY, ~ ,,£"_ 7 INSPECT□~ CITY OF CARLSBAD I ENGINEERING DEPARTMENT SH S 10 LANDSCAPE PLANS FOR: / LOS COCHES VILLAGE ROUG H GRADING MS-02-08 APj'R_9VED ;$ r LLOYD B. HUBBS ~ t,Vr-<,/;23 /4,11 mi ENQ EER 23889 EXPIRES 12-31-05 'DA'rE DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: PROJECT NO. I DRAWING NO. ~e~ ~~~ ~~ M S-0 2-0 8 4 1 7 ~1 KTU+A PROJECT NO. 004-019 l I 0629[4 110801+ 012607 ,------ ~ L() I N ~. L() ~ N 00 ~ 0 n ..... """' ..... ~ ~ 0 -...J I ~ > 0 s _J ½" MAXIMUM ON EAC!-1 SIDE OF PIPE I-IO&E CLAMP • &HIM IN&TALLATION (I) LINE &IZE TEE AT TOP OF VEftTICAL LA TEftAL. (1) &Q.l.kD ~-PVC, VEl'tTICAL LATEF!AL. &IZE A& &t,,IOl,,IN ON Tl-IE PL.AN&. @ &T AINt..E&& &TEEL I-IO&E CLAMP ~ APPROVED EQUAL. FilUN CLAMP T~ Tl-IE WALL MESH AND FA&TEN AFaOUND LATEftAL FIFE. EVEFn' 4' MINIMUM AND WITI-IIN 6' OF ALL JOINT&. SIZE A& Fi!EQUIFIED FOR FIFE DIAMETER @ U&E FFIE&&UFi!E TFIEATED LUMeEft FOR &I-IIM& eETWEl:N FIFE AND AND WALL A& NEEDED. @ CI-IECK VALVE. ftE!=Eft TO !.Ea.END. @ FINISHED <iftADE G) LATEftAL LINE FftOH VAi.VE. @ WALL Me&!-1 (SY OT!-IEl't&) ® LATERAL LINE ON WALL VERTICAL NT& (I) &LIP X FIFT El..L WIT!-1 NOZZL.E AT Tl-IE END& OF Tl-IE I-IOl'tlZONTAL LATEftAL. (1) &LIP X &LIP X FIFT TEE WITI-1 NOZZLE AT Tl-IE !ND& OF Tl-IE I-IOftfZONTAL LATEftAL. &FACED A& &I-IOI-IN ON Tl-IE FLAN&. @ LINE &IZE! TEE AT TOP OF VEl'tTICAL LATEF!AL. @ &T AINI.Ee& &TEEL. I-IO&E CLAMP ~ APl"ltOYED EQUAL. FilUN CL.AMF T~ Tl-IE WALL Hlit61-1 ANt:> FA&T!N A~ LATEF!AL FIFE. EVEFn' 4' MINIMUM AND WITHIN 6' OF ALL. JOINT&. @ &Q.l.kD UVl't-FVC, I-IOftfZONTAL LATEF!AL. &IZE! A& &I-IOWN ON Tl-IE PL.AN&. @ WALL Me&!-1 (SY OT!-IEl't&) G) &cl 140 UVl't-FVC, VEl'tTICAL l..ATEftAL. &IZE A& &I-IOWN ON Tl-IE FL.AN&. &EE NOZZLE --1:NLAF<GEMENT eELOW FtAINSlftD PA-e& ADAFTEl't. FtAINSlftD NOZZLE &EE LEGEND. FIFTTEE ~ El..L. CLO&E NIFFL.E. ® LATERAL LINE ON WALL I-IORIZONT AL NT& GENERAL IRRIGATION NOTES 1. THE INTENT OF THESE DRAWING! 15 TO PROVIDE AN IRRIG:ATION SYSTEM FOR THE WALL THAT WILL BE CONNECTED TO THE LOS COCl-+ES VILLAGE IRRIG:ATION SYSTEM. UNTIL THE LANDSCAPE IMPROVEMENTS 1-!AVE 6EEN COMPLETED FOR Tl-!E SITE, Tl-!E IRRIGATION SYSTEM WILL OPERATE FROM A TEMPORARY WATER METER AND CONTROLLED 6Y 6ATTERY OPERATED, VALVE MOUNTED CONTROLS. 2. ALL IRRIGATION 51-!ALL 6E INSTALLED AS A PERMANENT SYSTEM WITI-! EXCEPTION OF THE POINT OF CONNECTION. ONCE THIS SYSTEM 15 CONNECTED TO THE SITE SYSTEM, THE CONTRACTOR 51-!ALL REMOVE THE 6ATTERY CONTROLS, REPLACE THE ORIGINAL SOLENOIDS AND EXTEND THE CONTROL WIRES TO THE SITE CONTROLLER FROM THE SPLICE BOX INST ALL ED DURING: THE ROUGH G:RADE. 3. THE IRRIGATION SYSTEM 15 Sl-!OWN DIAC:!RAMMATICALL Y FOR CLARITY. LOCATE ALL PIPING:, VALVES, 6ACKFLOv-4 PREVENTION DEVICES, AND OTHER IRRIG:ATION EQUIPMENT WITHIN LANDSCAPE AREAS UNLESS NOTED OR DIRECTED OTl-!ERv-415E. 4. PRIOR TO ANY EXCAVATION OR TRENCHING: LOCATE AND VERIFY ALL CA6LES, CONDUITS, AND UNDERGROUND UTILITIES. Tl-IE CONTRACTOR 15 RESPONSl6LE FOR CONT ACTING! AN UNDERGROUND UTILITY LOCATING SERVICE TO LOCATE AND MARK ALL UTILITIES. THE CONTRACTOR WILL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTUR6 SUCH UNDERGROUND UTILITIES. NOTIFY THE OWNER AND/OR Ov-4NER'S REPRESENTATIVE IMMEDIATELY IF A CONFLICT EXISTS 6ETWEEN SUCI-! 06ST ACLES AND THE PROPOSED WORK. PROCEED IN SAME MANNER IF ROCK LAYERS OR ANY OTl-!ER CONDITIONS ENCOUNTERED UNDERGROUND. !:>. THE CONTRACTOR SHALL NOT WILLFULLY INST ALL THE IRRIGATION SYSTEM AS SHOWN ON Tl-IE DRAWINGS WHEN IT 15 06VIOU5 IN THE FIELD, Tl-!AT 06STRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN Tl-IE AREA DIMENSIONS. SUCI-! 065TRUCTIONS OR DIFFERENCES SHALL 6E 6ROUCiil-!T TO Tl-IE ATTENTION OF THE LANDSCAPE ARCl-!ITECT. SHOULD THE CONTRACTOR FAIL TO NOTIFY THE LANDSCAPE ARCITECT OF ANY DISCREPANCIES, THAN Tl-IE CONTRACTOR SHALL 6E RESPONSl6LE FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 6. ALL CONTROL VALVES 51-!ALL 6E MANIFOLDED AND GROUPED IN G:ENERAL AREAS Sl-!Ov-4N ON PLAN. VALVES Sl-!ALL BE LOCATED IN PLANTING: AREAS AND IMMEDIATELY ADJACENT TO WALKS, CURBS, OR PAVING AREAS AND SET AT RIGHT ANG!LE5 TO EDGES. MANIFOLD PIPE AND BALL VALVE SIZES SHALL BE EQUAL TO OR G:REATER THAN THE SIZE OF THE LARGEST NON-PRESSURE LATERAL LINE LEAVING THE MANIFOLD. 7. IRRIGATION LINES SHALL BE INSTALLED IN LANDSCAPE AREAS WHEREVER POSSIBLE AND WITHIN 12" OF LANDSC,AFE AREA EDGES UNLESS INDICATED OTl-!ERv-41SE. • 6. ALL IRRIG:ATION LINES UNDER PAVING SHALL BE SLEEVED HITI-! PVC SCI-! 40 FIFE. SLEEVE SHALL BE 2 TIMES THE DIAMETER OF FIFE TO BE SLEEVED (2" MIN. DIA.). S. ALL CONTROL v-41RES UNDER PAVING! SHALL BE INSTALLED IN PVC SCI-! 40 G:RAY CONDUIT AT LEAST 2 TIMES THE DIAMETER OF WIRE BUNDLE. KEEP SEPARATE FROM WATER LINE SLEEVES AS INDICATED ON FLANS. !,.!IRE CONDUIT 61-!ALL 6E A MIN. 2" DIAMETER. le>. Sl-!OULD THE CONTRACTOR MAKE NOZZLE CHANGES OR ADD HEADS AS A RESULT OF SITE 066T ACLES OR CONSTRUCTION CHANGES, THEN THE CONTRACTOR 51-lALL BE RESPONSIBLE FOR CALCULATION AND ADJUSTMENTS IN FIFE SIZES. IN NO CASE SHALL FLOW VELOCITIES EXCEED!:> FEET FER SECOND. 11. REFER TO THE DETAILS AND SPECIFICATIONS FOR FURTHER INFORMATION. IRRIGATION LEGEND FOR ~ALL SYMBOL DESCRIPTION MANUFACTUREFVMODEL NO.I NOZZLE RADIUS F5I GFM DETAIL e 5PRA Y NOZZLE ON WALL RAINBIRD PS-65-61-! i&'-8' 3e> .&2 B © 5PRAY NOZZLE ON WALL RAINBIRD PS-6S-6F i&'-8' 3e> 1.e>!;, B 5YMBOL DE5Cl-i!IFTION MANUFACTURER/MODEL NUMBER REMARKS DETAIL N05'T'Me0l. TEMPORARY 1-!YDRANT METER 1 1/2" CONTRACTOR TO PROVIDE - NO 5YMeOl. TEMP. BACKFLOH PREVENTOR I 1/2"-FEBCO 62!::>Y . CONTRACTOR TO PROVIDE - 0 ELECTRIC CONTROL VALVE IRRITROL 71Zle> 5ERIES ULTRA-FLOW 51ZE PER PLAN C NO 5-rMeOl. ECV PRE5SURE REGULATOR IRRITROL-OMR-le>e> ON ALL SPRAY SYSTEM VALVE5 - NO 5-rMeOl. VALVE MOUNTED BATTERY CONTROL I 1RRITROL-IBOC3 ONE PER VAL VE - @ QUICK COUPLER RAINBIRD 44LRC Hl-!ERE SHOWN, PER DETAIL D l>:::J MANIFOLD BALL VALVE K61 TRUE UNION SIZE PER LARGE5T VALVE E 0 5FLICE CONTRACTOR FABRICATED Hl-!ERE SHOWN, PER DETAIL @ SPARE WIRE BOX CONTRACTOR FABRICATED WHERE Sl-!OHN, PER DETAIL F ----1\1-Sj,.!ING: CI-IECK VALVES WHERE SHOWN ON THE PLANS A NON-PRESS.URE LATERAL LINE S.CI-! 4e> UVR-PVC SIZE AS SHOWN ON Tl-IE FLANS A.tB ---PRESSURE SUPPLY LINE CL31S-PVC SIZE A5 SHOWN ON Tl-lE PLANS G STATION SEQUENCE @ CONTROLLER I.D. IRRIG:ATION VALVE DISCI-IARGE ~s A: CON5TRUCTION NOTE < APPROX. GF'M) TYRF 1' PLANT MATERIAL I VALVE SIZE , LANDSCAPE ARCHITECT OF WORK ( ',\ : {ys . U I L T " KTU+A / •• ~ '/A. . J 451. Landscape Architecture & Planning lf-2.. ~ ~/lie-,.. RCE l1 .,., . EXP, ,z,_/,u/o; DATE ' DON UENO R.L.A. 1481 DATE: MAY 20, 200~ REVIE'wED BY• EXP. 7 /31 /05 1/ .-,.,.:. /4., "'c9 ///111/,,,~ ~DA'TE INSPECTOR ~ tKITY OF CARLSBAD S c::fE"c:-TS ~101 ' ~ I ENGINEERING DEPARTMENT LANDSCAPE PLANS FOR: ffi LOS COCHES VILLAGE ROUGH GRADING MS 02-08 APPROVED ,!Y LLOYD B. HUBBS ~ ci:-vr"~ ~~ • CITY ENGIN!fER PE 3889EXPIRES 12-31-05 DATE VJ~ 11\ Cll,9/IG£9 .5'1/EET Nt/MBER Jg/t,lt,• /2J7 OWN BY: I PROJECT N 0. I DRAWING NO. INITIAL DATE INITIAL DA1E INITIAL CHKD BY: ..J1&-417-1 J :NGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: Ju,.. MS-02-08 KTU+A PROJECT NO. 004-019 s;-- ~ L.() I N L.() N n =it:: 0 s _ _J ::7&11·· ----~--J; l I i[~=~, ---1, 1 , i l" ii fl ·· ._ .. --® ~-6 _,_.---;1 ,~,"',c,,;;,ui/ Q)cONTROL WIRE W/ 24" COILED @euPPL. Y LINE F~ MANIFOLD. EXPANSION LOOP (EQUAL SIZE ~ LA~R TI-IAN @WATE~ WIRE LATE~ PIPE LEAVING Tl-IE CONNECTOR VAL.VE) @VALVE 1.D. TAG. (TI-IREAD WIRE @)NON-PRESel.lRE LATERAL LINE, TI-IROUGI-I I-IOLE IN TAG) SEE PLAN FOR SIZE. ©FINISI-I G~E @~VEL 6ASE AND SUMP. (COMPACT ~VEL FOR eox @)6ACKFILL MATERIAL.. 6AeE, DO NOT ueE 61..OCKe OR @RECTANGULAFit VAL.VE eox, SEE 6RICKe, FILL GRAVEL TO SPECS. (DO NOT CUT 60TTOM OF VALVE. ADDITIONAL I-IOLES IN 60X) @Kel SCI-I erz> SINGLE UNION, MIPT G)CONTROL VALVE PER LEGEND, X FIPT MODEL. SEE PLAN FOR SIZE. @FILTER FA6RIC. WRAP l L.AYEFe @SCl-le<Z> MALE ADAPTER, 2 AFeOUND eox COVERING REQUIRED. I-IOLES. © ELECTRIC CONTROL VAL VE N.T.5. Q) r----12 NOTE, PULL 4 SPARE 14AWG WIRES TO EACI-I SPARE WIRE eox INDICATED ON Tl-IE PLANS. ALL SPARE WIRES el-lALL eE GREEN IN COLOR (])SPARE WIRES W/ 24" COILED EXPANSION LOOPS @ 1'1'>" FeOUND VAL VE eox, SEE SPEC5. (PO NOT CUT ADDITIONAL I-IOLES IN 6OX) @FINlel-1 G~E. @6ACKFILL MATERIAL.. @ FIL TEFe FA6RIC. WRAP I LAYER AFeOUND eox COVERING I-IOLES. @~VEL 6ASE AND euHP. (COMPACT GRAVEL FOl-t eox 6AeE, DO NOT USE 6LOCKe Of'oe 6Fclet<e. G)SCI-I 4" CAP (SLIP) ON TEFi!MINAL END OF Tl-IE PRES5URE el.lPPL Y LINE. @SCl-14" 4& DEGREE ELL'S. (2) REQUIRED. @PRE55URE el.lPPL Y LINE. 5EE PLAN~ SIZE. ® SPARE WIRE BOX N.T.5. ; i . ,_ :11 --•• :: . . II>--~ (])10• ROUND VALVE eox, 5EE SPECS. (DO NOT CUT ADDITIONAL I-IOLES IN 60X) @QUICK COUPLING VALVE. FcEFEFc TO LEGEND. FINlel-1 ~E. 6ACKFILL MATEFclAL. TI-IREADEP 6RASS RI5ER. LENGTI-I AS REQUIRED. @FILTER FA6RIC. WRAP I LAYER AFeOUND 6OX COVERING I-IOLES. G)~VEL 6ASE AND euHP. <COMPACT GRAVEL F~ 60X 6A5E, DO NOT USE 6LOCKe OR 6RICKe, FILL GRAVEL TO 60TTOM OF VALVE. @eRASe ~ DEGREE ELL. FIPT X FIPT. @CONCRETE TI-IRUST 6LOCK. I CU.FT. MINIMUM. @eel-I 8(!) FEMALE ADAPTER. SLIP X FIPT @ TI-IFcEADED 6RASS NIPPLE. LENGTI-I AS REQUIRED. ®QUICK COUPLING VALVE N.T.5. F""f----11 2 ~:~i~~;~~~~>}fxf,_Jffff.r~Jr----(.3 ;1idJL,;;;:;;:!(> XZ/<~?.>"l-:,,t>'5 <.{"-f::~:D:~1-~(;i,]/•~7~~~0 ~~~ytjL~t±~ttW~Jt-_-_-_--(7: . ~·<. '•,,,:: : .. ·~ ::.1, ·:--./·· . •. : .. : : :'.' .. ,• ! • ,.-.: •. -~... • •• .::i ;._. ·,)\ /; ' : :: +------+f"""'i+li-t+f-,,--'i"I~~~"' l~~-~E> fllil:ili~--{1 ~i~+-----(e . '•• ". .. .. . . . . : . ·~· ·. ,. . . 4' MINIMUM Ffl<OM ·_. <; : >:;i:_? . :·: :: , \ '. i &ID!:& OF Tf'i?ENCl-l . •.· . · , . · ·: · · · · · . ·: :• , . -------~~~~ . .• ,. ·,. , .. ·• ..... ::.--.:. >.>,; ·:~·_:~,"-~. ·•,::· '• ·•:_· ·_:_ ... h' MINIMUM 6!:TWEEN Al.I.. FIFE&. ~[FifJ°ifff 4' MINIMUM SETWl:EN FIFI: AND CONT!'i?OI.. l,-,llf'i?E CONDUIT ~ ~ ~ ~ • • < • ' t&iilii~ Q)1'1'>" ROUND VALVE eox, 5EE SPECS. (DO NOT CUT ADDITIONAL I-IOLES IN 60X) @ISOLATION 6ALL VALVE. REFEFc TO LEGEND. FINlel-1 GRADE. 6ACKFIL.L MATERIAL.. MALE ADAPTER, MIPT X SLIP, LINENALVE 5IZE. @FILTER FA6RIC. WRAP I LAYEFc AROUND eox COVERING 1-1O1..Ee. G)PRES5URE SUPPLY. LENGTI-I AS FcEQUIFcED. FcEFER TO LEGEND FOR CLAS5. @SCl-140 4S DEGREE ELL.'5. (4) REQUIRED. @~VEL 6ASE AND eUMP. (COMPACT GRAVEL FOR eox 6AeE, DO NOT ueE 61..0CKe ~ eFclCKe, FILL GRAVEL TO 60TTOM OF VALVE. © ISOLATION BALL VALVE N.T.5. LANDSCAPE ARCHITECT OF WORK KTU+A ( r--- Q)FINlel-1 GRADE. @6ACKFILL MATERIAL. FREE F~ ALL ROCK AND DE6FclS GREATER TI-IAN ONE INCi-i. @CON5TRUCTION ~DE SAND. h' A60VE AND E>' 6ELOW Landscape Architecture & Planning ''A~IL T'' ~ -lJ. . ll· z.-l>l. @NON-PRESSURE LATERAL LINE ~ RI5ER5, AND POP-UPS 6• OR LE55. SEE LEGEND FOFc CLA55, FcE!=ER TO PLAN FOR 51ZE. @NON-PRES5URE LATERAL LINE FOR 12" POP-UP I-IEAD5. 5EE LEGEND FOR CL.Ase, REFER TO PLAN F~ SIZE. @.3" DETECTA6LE MARKING TAPE. CI-IRISTY'S TA-DT-P-RW OR EQUAL. PRE55URE el.lPPL Y LINE. G)PFcE55UFcE el.lPPLY LINE. SEE LEGEND FOR CLASS, FcE!=ER TO /; ~ PLAN FOR SIZE. ~"i!1A\l @CONTROL WIRES, BURIED \~~~-lf(:/2,~; ~~fl'• DIRECTLY 6E5fDE F'Re55URE BIG r',: el.lPPLY LINE. BUNDLE WIRES -·1i,.re-, 'vi WITI-I TAPE AT 2S' MAXIMUM c,i7ii;;( INTERVALS. --- @CONDUIT. (WI-IEN ueED F~ WIRES IN LANDSCAPE AREAS) 5EE LEGEND F~ CL.Ase, FcEFER TO SPECIFICATIONS FOR 51ZE5. © TRENCI-I IN LANDSCAPE N.T.S. . 1/j/l,JV:,O, fl.P, 11\ Cffl?!VGE£l SIIEET /Ytl/JIBER DATE INITIAL ~NGINEER OF WORK REVISION DESCRIPTION ~tb. ... RCF Z.Yft.. -~ "".!oi DATE EX .. I t REVIE\JED BY• DON UENO R.L.A. 1481 DATE: MAY 20, 200, EXP. 7 /31 /05 ~ ~-'1/ /f/ .'I'd fat; INSPECTOR _; D/4TE lfcfl CITY OF CARLSBAD ' • s M ENGINEERING DEPARTMENT (10) 0 LANDSCAPE PLANS FOR: & LOS COCHES VILLAGE ROUGH GRADING MS-02-08 APPROVED 6'Y LLOYD B. H\.LBBS ~~ ~~ .,/~</ -CITY .ENGINE ~ PE 2 -89 EXPIRES 12-31-05 -DATE : 10/!R/r,'( /717 DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INlllAL CHKD BY: ,,\L'f, 417-1 ,L OTHER APPROVAL CITY APPROVAL RVWD BY: ..:.).£ MS-02-08 KTU+A PROJECT NO. 004-019 ,;;-- 'tj-- L() I N L() ~I n =::tt::: 0 :s _J