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HomeMy WebLinkAboutDWG 409-7A; HDP 02-06; TAVELMAN TENNIS COURT; 01-03I i I I GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. 16 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 C/!ARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT REUEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT fROM THE CITY ENGINEER WILL 8£ REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR ro PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST 8£ FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POUCY IN THE MINIMUM AMOUNT OF t1,ooo,ooo.oo FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF ')\" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS KEY RATING GUIDE 5. UNLESS EXEMPTED BY SECTION 301 (b)5 or THE UNIFORM BUILDING COD[, 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 PERFO.'IMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL 8£ MADE TO THESE PLANS WITHOUT TH[ WRITTEN APPROVAL OF THE CITY ENG/NffR, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY or THE CITY UPON BEING SIGNED BY THE CITY [NG/NEER. 10. 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 11. ACCESS FOR FIRE AND OTHER fMERGENCY 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 S/!EET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRING/PALLY 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 AND 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 AND THE " EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRI/CTION MEETING SHAU BE Hf/ D AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO 51:/AI I BE ATTFNQFQ BY Al I RFPRFSENTATIVFS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION. TESTING AND ALL .QIH[R ASPECTS OF THE WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH fHE PERMIT CLERK(438-3634) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHWULING. A COPY OF THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. Al I INSPECTION REQ/IFSTS OTHER THAN FOR PRFCQNSTRUCTIQN MffI/NG W/J / BE MADE BY CAll ING THE FNGINFFRING 24-HOIJR INSPECTION REQUEST UN£ AT 060) 438-3891./NSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON TH£ DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MAD£ THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHWULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH TH£ DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND /!EALTH 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 8£ MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION T/!EREIN. THIS PIAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINE.ER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VAR{[S FROM TH£ SI/QR/NG SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THt: PLAN SHALL 8[ PREPARED BY AN 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 COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ARfA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERM/TT££ 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 TH[ SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPA,qTURE OR OPERATION or TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMFNT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET fACH 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 -SITE HAUL ROUTES SHALL 8[ SUBMITTED BY TH[ CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22 IMPORT MATERIAL SHALL 8£ OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADJNG OPERATION 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE ARfA TO BE GRADED, NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL f!E 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 ENGINfER OR AS DIRECTED BY THE PROJfCT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNfl'ORM SURFACE AND CROSS SECTION. THE SIT[ SHALL BE LfFT 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, STABILIZE.D, PLANTED AND/OR HYDROSE£D£D WITHIN TEN (IO) DAYS OF TH[ TIME WHEN EACH SLOP[ IS BROUG/!T TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. U:\1DATA\engineering\4724\dwg\4724cover.dwg, Date: 7---17--03 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-lL, AND/OR AS DIRECTED BY TH£ CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS $/!ALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR T/!/S WORK IN ACCORDANCE WITH TH[ LANDSCAPE MANUAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL 8£ REINFORCED CONCRETE PIP£ WITH A MINIMUM D-LOAD OF 1,350 OR ASBESTOS C[M[NT PIPE WITH A MINIMUM D-LOAD OF 2,000. FDR 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 FDR SOR 35 SOLID WALL PIPE. 31. WHERE AN EXISTING PIPE UN[ 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 FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD or GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT TH£ 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 ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. SDG&E (800 660-7343 UNDERGROUND SERVICE ALERT (801422-·4133 PACIFIC BELL (800 892-0123 ADELPHIA CABLEVISION (760) 438-77 41 CITY OF CARLSBAD(STREETS & STORM DRAIN) [760) 438-2980 *CARLSBAD MUNICIPAL WATER DISTRICT 760) 438-2722 *SAN DIEGUITO WATER DISTRICT (760) 633-2650 *LEUCADIA COUNTY WATER DISTRICT (760) 753-0155 *VALLECITOS WATER DISTRICT (760) 744--0460 *OUVENHAIN WATER DISTRICT (760) 753-6466 *BUENA SANITATION DISTRICT (760) 726-1340 • AS APPROPRIATE 34. PERMIT COMPLIANCE REQU/RfMENTS: A FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADV/CC OBSERVE AND CONTROL THE WORK IN PROGRESS { 15. 16. 120 AB/ CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL or 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: ( 1) FINAL REPORT BY SUPERVISING GRADING ENGINEFR STATING ALI. GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE ANO THE APPROVED PLAN$ (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). ( 2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RfCOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE 0/JAL/TY or TH[ SOIL, AND SUMMARIES 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 REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PIAN, IF REQUIRED BY THE CITY 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN SIX ( 6) MONTHS AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANC/!ECK. PIANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED PRQPOSFD TAVE/ MAN TFNN/$ COURT PERPARED BY GEOTECHN/CAL EXPLORATION DATED 26 APRIi 2001 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I 1/EREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR Tl/IS PROJECT, THAT I HAVE EXERCISEO RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND TNAT THE DESIGN IS CONS/STANT WITH CURRENT STANDARDS. I UNDERSTAND T/!AT T/!E CHECK OF PROJECT DRAWINGS AND SPECIFJCATIONS BY Tl/£ CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIB/UTIES FOR PROJECT DESIGN. FIRM: SAN DIEGUITO ENGINEERING, INC CITY, STATE: FNC/NITA$ CA 92024 TELEPHONE: , 760-75 -52 BY: ~-~{:>1-7 //, (!VAN R. FO 'ATE: l I P.E NO.: .38144 EXPIRATION DAT£: oc03"---'J'""'1_-""05e.._ ________ _ SOILS ENGINEER'S CERTIFICATE I, v ./Jt MI= A ' C ££-li?J> S , A REGISTERED GEOTFCHNICAL ENG/NFER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD or 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 ==c=-=-==-=~• 20c-=--,,-:ANDc=c--==--c=c---=cc= 20 __ . TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: PE NO.: DATE: P. CE 3"1-4 27 / 6£ ?007 7/ 1 s/o s ' LICENSE EXPIRATION DATE: "-.,,,_ ··~· -___ ,.:•,,.,, ----- . ""·,:.,.::,,, -+--~--; ' LEUCADIA WASTEWATER DISTRICT GRADING APPROVAL ll'PRfMD BY: !IIIJ IJISl1I/Cf - SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED f!Y AERIAL TOPOGRAGRAPHIC METHODS FROM INFORMATION GATl!ERED ON 05-10-01 BY MORENO AERIAL PHOTO SURVEYS TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER 223-260-06 T/!E CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 334 E 1695. BENCH MARK DESCRIPTION: STANDARD BRONZE DISC IN CONG. MON. LOCATION: ABOUT 200 NORTH or STA. 261+98.72- RANCHO STANTA FE ROAD-RS. 454-NEAR FENCE, EAST SIDE OF ROAD'c-=-~----- RECORDED: COUNTY BENCH LEVEi S J-0302 ELEVATION: 176.18 DATUM: _JLS.C. & G,S. SCALF: 1" = 30 EARTHWORK QUANTITIES CUT: 1980 CY FILL: 540 CY IMPORT: 0 CY EXPORf: 1440 CY REM[D/AL: 0 CY l'Z-"~ A\ M.-l<lllfT 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 AND PREPARATION OF AS-BUILT GRAOING PLANS, AS-BUILT 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 SI/ALL BE PERFORMED IN ACCORDANCE WIT/I THE FOLLOWING DOCUMENTS, CURRENT AT TH£ 1/ME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAO STANDARDS J. THIS SET OF PLANS 4. HILLSIDE DEVELOPMENT PERMIT DATED DECEMBER 16, 2002. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN 800K). 6. SOILS REPORT AND RECOMMENDATIONS BY GEOTECHNICAL EXPLORATION, INC DA TED: APRIL 26, 2001 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY B£ MODIFIED BY TH[ CITY OF CARLSBAD STANDARDS. DESCRIPTION PROPER1Y LINE CENTERLINE LEGEND DWG.NO. SYMBOL EXISTING CONTOURS PROPOSED CONTOURS ---358--- CUT/SLOPE (2:1 MAX) FILL SLOPE (2: 1 MAX) CUT /FILL LINE DAYLIGHT LINE RETAINING WALL (PER SEPARATE PERMIT) TOP OF RETAINING WALL BOTTOM OF REf AINING WALL TENNIS COURT LIGHTING 8" PVC DRAIN PIPE (SDR-35) WALL DITCH DETAIL (SEE DETAIL SHEET 2) WALL GRATE (SEE DETAIL SHEET 2) PCC DRAINAGE SWALE (TYPE A) SEJ..!ER LATERAL C.LE'ANOV. L 0-75 V y y -y--y-y· cu: ~ I+-·-. ---1 1 -F!-__L I --if--+--+ TW BW -¢- ■ - QUANTITY 5045 SF 115 LF 220 LF 4 EA 15 LF 4 EA. 1.l1 tJ /[ St 1-./1 /j ,,._ 0. J'f ~ ·I ' '" -ii VICINITY MAP SCALE: N.T.S 'i\ ''.\ ·,: ;!'~\,. if '(,{!~ OWNER'S CERTIFICATE y ' 1 1..:/ ,f.:/ t:Y fl ,1 A • TRIGO I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE: OVER-ALL GRADING ACTIVITY ANO ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. /: • ..• --_ / ;' -r I . . I I ! " / ;, ,:;, ,-1~, , i 7 , r/ / /; ; L· _ _) ~VV.t~\ / r/k>'·-"'--/[;t/, / ,i , ' ,_,, I --.,-.,J I " V ,, ,/ i DANA TAVELMAN DATE lANE PLANNING DEPARTMENT APPROVAL 11 AS BUIL T 11 ~oa~t¢?~? (SI ) DATE, e /2.-1 / o 3 ~ti:: 12.-(.,-0G,;, 11IC1L1E1 J, HnJZVIIIRR. PIANNING DIRECTOR RCE4~V>0 EXP.~ 3l·Qt DATE ~;:q X. -DATE:ff /;?!/OJ R1;1-?.r!L_. (SIGNBD) RECOOffiDED BY: ~t.i {j,&f~ sl.iio.1 !NPECT □R 1 D TE I SH~ETS I I SH~ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING AND EROSION CONTROL PLANS FOR: TAVELMAN TENNIS COURT 3.:;.o,. .-:£ Li..\>,f,.~1st STl\11\$,1\ll~llll!i' 1NA\.S E, 6f.W&4\l,.\j;l(illa(T 3-'l,-o, ~,12._ APPROVED: LLOYD 8. HUBBS & ,;--,,,J,,,,, ~ (ilY~~; tf ~J:a;-~~~1z/3110:1iff'-, /l,'F!A --I \ R£'V/SE f?E1A/Ni'1G I.JALL ~ S-"WD< ,\L/G/.//if3',JT 10/11Jo,1 [)[f:. lofi,/- HZ-O'I <: -I \ Rt:\/iS E Ri;;;-r-At Nl\.!G WALL I· N.U-DWN BY: PROJECT NO. DRAWING NO. ~11< IH#'IN , t :· ' .. ·. DATE INITIAL DAfE IN!TIAL CHKD BY 88:S'. ... GIN,ER OF WORk REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVwD BY,~ HOP 02-06 409-7A 032205 082803 020304 r,20904 LWD SEWER NOTES 1. LWD APPROVAL OF THES[ PLANS DOES NOT RELIEVE THE APPLICANT. PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RE:SPONSJBILITY FOR THE CORRECnON OF ERRORS AND OMISSIONS DISCOVERED OUR/NG OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK $HALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO TH[ REQUIR[MENTS OF TT/£ STANDARD SPECIFICATIONS FDR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN TT/£ EVENT OF CONFLICT THE LWD S[WfR STANDARDS GOVERN. J. OSHA SAFETY O,~DERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL 8[ FOLLOW£0 AT ALL TJM[S WITHOUT EXCEPTION. --· -· VE\\lAD() .••··· .• ---~~s·raee1=· FF=302.0 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOT£$ 2. & J. DOCUMENTS ON THE JOBS/TE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ON[ YEAR AFTER TH[ DATE OF FINAL ACC[PTANC[ BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROV[ D[F[CTJV[ IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRJVATf ENGINEER NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. 7. PRIOR TO B[G/NNrNG SEWER WORK, THE LWD INSPECTOR SHALL B[ FURNISHED THR[[ SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD STANDARD SPEC SURVEY REQUIREMENTS. ~1.0 ffir.& 275.0 ~ PLANTABLE WALL. CRIB WALL OR APPROVED•-- EQUAL 8. PRJOR TO BEGINNING SEWE:R WORK, CONTRACTOR SHALL SECURE A LWD PERMIT rOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 9. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAJN[D EROM THE JURISDICTIONAL CITY, COUN1Y, AND/OR OTHER APPROPRIATE AGENCIES. 10. ALL S[W[R FACILITIES SHALL 8£ INSTALLED IN DRY fXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWATER ANO MAINTAIN DEWATER/NG CONTINUOUSLY UNTIL TH[ WORK IS COMPLETED JNCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIP[ ZONE MATERJAL LOCATED IN WET OR AREAS SUSPECTED TO 8£ WET IN THE FUTURE SHALL BE ENCASED IN G[OTfXTIL[ MATERIAL SUITABLE GEOTfXTIL[ MATERIAL SHALL 8£ SUBMITTED TO THE DISTRICT ENGINEER FOR RfVIEW AND APPROVAL. CONTRACTOR SHALL OBTAJN DEWATERJNG PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO TN[ SEWER SHALL NOT 8£ ALLOWED. (FOR CONTINUATION, SEE SHEET 3) ~{~o uJ 1W~ ~ BW 273.0 ~ 279.5 . ·· .. EXISTING GROUND. ·. PLANTABLE WALL 6' x8' RETAINING WALL SOUTH WALL W / TENNIS COURT FENCE SCALE: 1"=10' NORTH WALL W / TENNIS COURT FENCE ' -___ .,~-,,,-- -=n ~,,--•-"~•-----. C .. ,., ,' .•;;,~*{~:s:iff:7;_-, 283.0 tt co · .. ) , J '. ; .,_ . i~re) .&. ·-.~ "if;.k;;;;r,➔. 279: : •1YI 2so;.o ·· ··· 'BW 279.~ .•. ,.--/" . . , .. ----· --- JO' SEWER EASEMEN+· PER TRACT MAP NO. 7950 -' -· . ____ ,·-1\~c-_7_::::;·~--" EXISTING SEWER MANHOLE : --2.6].33 IE .- --~ ,,_,_, •N•-• --~--•-"' BROOKS SCALE: ■ BOX/BROW DITCH PLAN VIEW NOT-TO-SCALE D-75, TYPE A FL 0-75 ELEV. SHOWN ON PLANS BROOKS No 1818 IE 8" PVC ELEV. SHOWN ON PLANS BROOKS BOX/ 1 "= 1 o· OPENING CD CD CD G) WEST WALL W / TENNIS COURT FENCE CONSTRUCTION NOJES, CONSTRUCT 2 CF PCC THRUST BLOCK AT ALL BENDS ALL DRAINAGE PIPE SHOWN HEREON IS 8" PVC SDR--35. SCALE: 1 "=10' FENCE SECTION B-B SCALE: I"= 1 O' t. '± PLANTED AREA -:f::1 _]~ LOT 485 PI.ANTABLE WALL, CRIB WALL OR APPROVED EQUAL TOE OF SLOPE 271.0±) ' ·?&+1%Riifi#•lffi1' 0 40 BROW DITCH CONNECTION CROSS SECTION CD 0 CJ) Q) G) ENO OF 2: 1 SLOPE. MATCH EXISTING GROUND AT THIS POINT. SEE OFFSITE PERMISSION TO GRADE BY HENRY PETERSON DATED JUNE 28, 2003. CONNECTION PER PIPE TO PCC SWALE CONNECTION DETAIL, THIS SHEET. LOT 476 LOT 485 EXISTING / ,.,....-Pee SWALE - 2 CF PCC LUG --..0,.(' PATCH TO SURFACE OF SWALE,,, ·' ) 45· MAX TRIM PIPE FLUSH WITH SWALE PIPE IE 0.1 O' ABOVE SWALE FL PIPE TO PCC SWALE CONNECTION DETAIL 12"X12" BROOKS BOX ~11fWi~"'I PARKWAY GRATE 8" PVC NO SCALE -RETAINING WALL FINISH TYPICAL WALL GRATE OET AIL GROUND NO SCALE U:\ 1 DATA\Mgine{,ring\ 4724\dwg\construction chcnge\04 06 01\47?.4grndlng-2r\,dwg, Dote: 9---27-04 1 PCC/ABM AND REINFORCEMENT PER RSD D-75 12" MIN J" MIN -- . ' ~- SCALE; 1" = 2.0' ' r No-f Cot-t~ftweT!:t> l_, '!'AU. DITCH, SEE DETAI t,ql .o ""1:"--.... TW~ BW-279.&- '2'1!,0,~ ~IS SHEET ----------'-·---.__.. ...__ _ __, '-..... TENNIS COURT OBSERVATION ARfA SECTION A-A .....____,'------ scALE, 1"=10' ~ WALL DITCH DETAIL NO SCALE ® PIPE OUTLET THROUGH WALL, 280.50 IE PER TYPICAL WALL GRATE DETAIL, THIS SHEET. EXISTING SEWER LATERAL TO BE ABANDONED. PROPOSED SEWER LATERAL TO BE CONNECTED TO EXISTING. PLUG EXISTING LATERAL WITH CONCRETE. SEWER LATERAL CONNECTION PER LWD STANDARD SPEC. SECTION 306-1.2.14 AND LWD S--17. SECTION C-C SCALE: 1"=10' I EXIST 10· I I LWD SEWER . ESMT. I I iPLANTABLE WALL. CRIB ---WALL OR APPROVED -I 72.0 EQUAL · • ·· I (2.6_9.5±~. I I SECTION D-D 1 • = 1 o· 11 AS RCE ~ DATE REV! I SPECTOR 5/t1/o2 'DATE 1---+--+------------t---t----t----t--i I SH2EET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT ;::::=='-'===========:::::..:::===: 1----+---+----------------t-~--ic----r--,-1 GRADING AND EROSION CONTROL PLANS FOR: ADD THIS SHEET. REPt,,A<el $ < ENGINEER OF WORK REVISION DESCRIPTION 0€'-. INITIAL OTHER APPROVAL CITY APPROVAL TAVELMAN TENNIS COURT CITY ENGINEER RCE 23889 EXPIRES 12 31 OWN BY: PHH PROJECT NO. CHKO BY: __ _ RVIJD BY, HDP 02-06 L<>/z:;/4.,. 05 'DATE DRAWING NO. 409-?A !03Z205 .120904 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED.CONTACT JACK TAVELMAN AT (760-717-5676) 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 ENG/NEERING 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 AR/SE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO 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 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 (40%). SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYOROSEEDEO SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING ANO IRRIGATION SHALL BE INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS ANO THE FOLLOWING: A. HYOROSEEO/NG SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT 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 CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYOROSEEOEO AREAS SHALL BE /RR/GATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER ANO THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HANO WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN B FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYOROSEEO/NG. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEED/NG 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. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA M/LLEFOLIA e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF 0/MORPHOLECA g. /T[MS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYOROSEEOED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. ,. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD ANO AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDEO TO THE HYOROSEEO SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. 0. AREAS TO BE HYDROSEEOfO SHALL BE PREPARfO PRIOR TO HYOROSEEDING BY: 1. ROUGHEN/NG THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROW/NG AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING 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 SALINf SOILS TO PROVIOfO VIABLf CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEED/NG IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETfO ANO ALL BONDS RELEASED. U:\ 1 l)A IA\engineering\4 724\PLAN\4 72~er;:;,sio1.cwg, Jate: 8-C8-0.3 EXISTING GROUND _J_ 14'M/N. 50'M/N. PUBLIC RIGHT- OF-WAY PUBLIC RIGHT-OF-WAY PROVIDE APPROPRIA TRANSITION BETWEEN STABILIZfD CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY STABILIZED CONSTRUCTION ENTRANCE Ii '\ ..... I C \.-• (.: . · tJ 1 · : .. :. ___ : ---•+l- . ' ' j -' ~---.:.. ' . I L"-,"-..l".A, ·,·tt'··· · .. .. _)·'f'. I L ·•:::.&~, I)( . ' •V-.,"./' 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLf WIRE FfNC/NG TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE I 0 10,,__~20 40 SCALE: 1" -20' I,EGEND A DESCRIPTION QUANTITY SYMBOL A B STABILIZED CONSTRUCTION ENTRANCE 1500 SF -~m~~II = ; _ _ , .. - ' " ~~ )I ljji!!!, II 11 ljjj!!!, = . -. POINTS A SHOULD BE HIGHER THAN POINT 8 SILT FENCE 225 LF UNLINED SWALE & BERM D-'7'5 LINED Sll'ALE HAY BALE CHECK DAM BLOCK-SCREEN-GRAVEL SILT BASIN HAY BALE SILT BARRIER ----~ -----GRAVEL BAGS OVERLAP --....~ _____ __..__...,, ONTO CURB 1 ..___,.____ LIMITS OF CLEARING & GRADING GRAVEL BAGS -------I --....... 700 £4 PUNCHED STRAW/SLOPE STABILIZATION 4000 SF . .. .. .. .. . .. .. .. . . . . . . . .. . . + • • • • • • • • • • • • • • • • • • ... . . . . ... . ... . . . . . . . . -_,'I' ~,/,r--.,,=µ 3 FT (0.9 M) MIN. LOG CHECK DAM crmxxL RUNOFF // // GAP BETWEEN BAGS ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED HAY BALE CHECK DAM -••• ----• GRAVEL CHECK DAM GRAVEL BAGS ENGINEER OF WORK RIPRAP 2 CY LWD SEWER NOTES (CONTINUED FROM SHEET 2) 11. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EX/STENC[ OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATlONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. 13. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY TH[ L WO DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 14. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 15. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 16. A 2-INCH HIGH "s" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 17. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BUR/ED OVER fACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 1 B. ALL LATERALS SHALL BE CONSTRUCTED CLfAR OF DRIVEWAYS. 19. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AJR TESTED, AND TELEVISED AT THE APPUCANTfCONTRACTORS EXPENSE PRIOR TO CONSIDERATION FDR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL DTH[R UTILITIES AND UTILITY LATERALS. 20. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 2 RE'/JSE RE'rAINl/,J(; /.JALL SE.1-.lER b,LIC:;JMEN"T 10/19/,,y DfR Rl:YISE RETAlt-l\NG WALL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL 'I' "<~~ R '- DATE ' NO. 38144 EXP. 3-31-05 INITIAL CITY APPROVAL II AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE..,ED BY, APPROVED: LLOYD B. HUBBS 4r ~~ ~ c~~~~ ~ CITY ENGIN -RRCE 2-~9 EXPIRES 12 31 ~j}t.~ 05-DTE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: As..s HDP 02-06 409-7A RV,_,D BY, i2e R. SDE #: 4 724.00 .082803 020304 c..> 0 -c..> C :E G) ~ 0 (0 I >