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HomeMy WebLinkAboutDWG 472-5A; MS 10-04; 1369 MAGNOLIA AVE; 01-03f---- (/) Q_ L <[ \0 set C) 0J ' I'- ~ (lJ _Q E (lJ u (lJ H LJ ):: H H Q'.'. LJ / Q_ LJ r-1 r-1 C) 0J I lf) 0J I set C) / LJ ):: H / <[ _1:--l _J D z LJ <[ L 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 CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECT/ON OF ERRORS AND 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 AS WELL AS ADDITIONAL INSURED ENDORSEMENT 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 OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRIT/NG THE POI.ICY MUST HAVE A RA TING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE, 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 OBTAINED 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 ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAVRNG 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 EME{fGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WI THIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 1J. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDA TJONS 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 STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FJELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND Tl-IE " EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHAii BE HFI D AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHAii BF ATTFNom BY Al I RFPRFSFNTAVVFS RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TESTING AND ALL OTHER _ ASPFCTS OF THF WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 4J8-J891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. Al I IN5PFCTION RFOIIFSTS OTHER THAN FOR PRFCONSTRUCUON MFFTING WI/ I BF MAO£ BY CAI //NG THE FNGIN[FRING 24 HO/JR INSPECTION RFOl/£ST /IN£ AT (760) 438 J891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 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 AND/OR APPLICANT THROUGH THE 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 HEALT/-1 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 EXCAVA T/ON OF SUCH TRENCH OR TRENCHES OR DURING 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 AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF T/-JE OSHA EXCAVA TJON 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 APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCT/ON, OPERA TJONS WILL CEASE IMMEDIATELY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO 50. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING _UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON 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 OPERA TJONS 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 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 MA TERJAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TH[ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY 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. ENGINEER OF WORK: BARGER ENGINEERING 2651 GIANELLI LANE -ESCONDIDO -CA. -92025 PH: (760) 743-4217 -FAX: (760) 743-4217 GRADING NOTES ( CON'T) 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. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD I VICINITY MAP SPECIF/CATIONS AND THE FOLLOWING: ~ WORK TO BE DONE 26. ALL SLOPES SHALL BE TRIMMED TO A FINIS/-/ 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. CITYY ~::_o;F~o~c~EiA~N~s~1D~E;r~--"""'---T A. HYDROSEEDING S/-IALL BE APPLIED TO: \' _ CITY OF 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN ·,1 HIGHWAY 78 VISTA MY~ ~~ ~--~-~ a. Tl-IRE£ FEET OR MORE IN HEIGHT AND ADJACENT TO A ~ V I.__,,: THE GRADING WORK S/-JALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, ANO PLANTING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON T/-JESE PLANS. Tl-IE GRADING WORK S/-JALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF Tl-IE TIME W/-JEN EACrl SLOPE IS BROUGtlT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS, 28. LANDSCAPING S/-JALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, COP 10-28 , 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 /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS, PUBLIC WALL OR STREET. ~ b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 0 q..J 'i'- 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS , I\.,' SITE ~ ~sn ~ \ n ~ a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL ~ ,>I'--'/, 1 L \NDSCAPING) WITHIN 60 DAYS OF RDUG/-I GRADING. "-" ;. ,:,,/1, ,....., b. IDENTIFIED BY Tl-IE PARKS AND RECREA TJON DIRECTOR AS HIGHLY c;,,. ,,{_ VISIBLE TO T/-JE PUBLIC. """ "'b -y 1a c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER '(i, <is, THAT WARRANTS IMMEDIATE TREATMENT. l'--c.'I' ~ ., ' l 1. CARLSBAD MUNICIPAL CODE 2. CITY OF C,.\RLSBAD ENG/NEERING STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO. 6765 DATED MARCH 16, 2011 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY CONSTRUCT/ON TESTING & ENGINEER/NG INC. JO. WHERE AN EXISTING PIPE LINE JS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WIT/-1/N 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. B. /-IYDROSEEOED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: ;1-1>-I'-" ~~-"" I".... ' ' '---JI..........._ () y JOB NO. 10-879/G DA TED APRIL 3, 2007 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. JI. THE CONTRACTOR S/-JALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) 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. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING N"AR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (80())422-4/JJ SDG&E (800)660-7343 PACIFIC BELL (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 'CITY OF CARLSBAO(SEWER,WATER & RECLAIMED WATER) (760)438-2722 'SAN DIEGU!TO WATER DISTRICT (760)6JJ-2650 'LEUCADIA WASTEWATER DISTRICT (760)753-0155 'VALLECITOS WATER DISTRICT (760)744-0460 'OLIVENHAIN WATER DISTRICT (760)753-6466 'BUENA SANITATION DISTRICT (760)726-1340 'AS APPROPRIATE JJ. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO Gf',C: TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLO~~NG REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA Tl-IE PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHIC/-I INCLUDES RECOMMENDED SOIL BEARING CAPACITIEo. A STATEMENT AS TO THE EXPANSIVE QIJALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT S/-JALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT Tl-IE GRADING WAS DONE IN ACCORDANCE WIT/-/ THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN T/-JE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS TI-IERETO. (4) REPORT WIT/-/ AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT JS ISSUED WJT/-1/N ONE (1) YEAR AFTER T/-JE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. J5. T/-JE SOILS REPORT TJTLED:PRELIMINARY GEOTECHNJCAL INVESTIGATION JOB NO. 10-879/G PREPARED BY: CONSTRUCTION TESTING & ENGINEERING INC. , DA TED APRIL J ,2007 , S/-IALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WIT/-/ THE RECOMMENDATIONS AND SPEC/FICA TIONS CONTAINED IN SAID SOILS REP9RT. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TODD KESSELER AT (951)-679-9907 (PHONE NUMBER) 2. EQUIPMENT AND 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 JS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT Tl-IE APPROVAL OF THE ENGINEERING INSPECTOR. 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER ANO THAT ARE: 2. J a. THFE:E TO EIGHT FEET IN HEIGHT S/-JALL BE /RR/GA TED BY HAND ~1,; TERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITA T/ON SPRINKLER HEADS PROVIDING 100% COVERAGE. b. CREA TER THAN 8 FEET IN HEIGHf SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PP.OVID/NG 100% COVERAGE. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TJON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIF!C REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE: P.~OPOSED SYSTEM. /RR/GA TJON SHALL MAINTAIN Tl-IE MOISTURE LEVEL OF THE SOIL i:.· Il·:i: nPTfMUM LEVEL FOR THE GROWTH OF THE /-JYOROSEEDED GROWTH. C. HYOROSEEDING MIX SHALL CONS/Sf OF ALL OF THE FOLLOWING: 1. SEED MIX S/-JALL CONSIST OF NO LESS T/-IAN: 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 AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF 0/MORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE T/-JE AREA BEING HYOROSEEOED JS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULA TEO WITH A NITROGEN FIXING BACTERIA AND APPL/ff) DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYOROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERT/FICA TION TAG ATTA Cf-JED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PI-IYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE 1-/YOROSEED SLURRY AT THE 0/SCR,:TION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULC/-I (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANC/-JORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHA ;-::: SULFATE, 16-20-0, WIT/-/ 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. 11 ARE:\S ,"cJ·i:Jc" 1-/YDROSEEDED SHALL Bf PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING Tl-IE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER T/-JAN 6: 1 b. HARROWING AREAS 6:1 OR FLATTER T/-IAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING Tl-IE 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 CC VER/NG SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWT/-I. ' E. /-JYDROSEEDEO AREAS S/-JALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWT/-1 UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE 1-/YDROSEED/NG IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. "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 ANO PROFESSIONS CODE, ANO TI-IAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORD£R TO THE SATISFACTION OF THE CITY ENGINEER AFTER EAC/-1 RUN-OFF PRODUCING RAINFALL. I UNDERSTAND THAT THE CHECK OF PRQj£CT DRAWINGS AND SPECIFICATIONS BY THE CJ TY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: BARGER ENGINEER/NG 2651 GIANELLI LANE 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 CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN S/-JALL BE INCORPORA TEO /-/£REON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM Tl-IE FACE OF SLOPE AT THE CONCLUSION OF EAC/-1 WORKING DAY. ADDRESS: CITY, STATE: TELEPHONE: ESCONDIDO. CALIFORNIA 92025-7 449 (760) 743-4217 BY: ___ &t;::....._~ _ _,,_IJ_" _/3_~--v-=--- STEVEN J. BARGER R.C.E. NO.: C34Jl8 REGISTRATION EXPIRATION OATE:SEPTEMBER JO, 2013 8. COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS RESOLUTION NO. 6766 DATED MARCH 16, 2011 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED: N/A 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY T&M CONSTRUCTION INC. DATED OCTOBER 25, 2011 PROJECT NO. __ M=S_-~10~--0~4 ______ _ 11. STORM WATER MANAGEMENT PLAN PREPARED BY M h DA TED N/A v_;l7 Nor ro r. ~ SCALE ~ 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCT/ON HANDBOOK ANO CAL TRANS CONSTRUCT/ON SITE BMP MANUAL. LEGAL DESCRIPTION THAT PORION OF TRACT 241 OF THUM LANDS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1681, FILED IN Tl-IE OFFICE OF Tl-IE COUNTY RECORDER OF SAN DIEGO, OECEMBER 9, 1915. SOILS ENGINEER'S CERTIFICATE I. g\.C"-1,,.II/J.Gi+, , A REGISTERED (CIVIL/ GEOTECHNICAL) ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS .MECI-IANICS, HEREBY CERTIFY THAT A SAMPLING ANO STUDY OF Tl-IE SOIL CONDITIONS PREVALENT WITHIN THIS SITEJAS MADE BY ME OR UNI DER MY DIREC,TIO.Np'Jf_TWEEN THE DA TE:S OF I i>E't::... , 20 0 AND $" , 20 to . TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMEND A T/ONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY I HEREB.f CERTIFY THAT DRIVEWAYS THAT ARE A PART OF THE FIRE DEPARTMENT TURN AROUND ARE CAPABLE OF SUPPORTING FIRE DEPARTMENT VE/-1/CLES. THE SURFACE OF ALL FIRE DEPARTMENT ACCESS ROUTES SHALL BE OF AN IMPERVIOUS "ALL WEATHER" SURFACE MATERIAL. DESIGNED TO CARRY A Ml' UM LOAD OF 75,000 POUNDS AXLE WEIGHT. / SIGNED: -·L ~.JK;' . G.E./P.E. NO.: ('._.!5':jlo~ z_.. OAT[: c6(1o{ ~I] 12.(8{Zol( LICENSE EXP/RATION °0ATE:j DESCRIPTION SUBDIVISION BOUNDARY / ROW LOT LINE BUILDING SET BACK LINE EXISTING SEWER MAIN EXISTING WATER MAIN EXIST/NU FIR£ 1-/YORANT EXISTING WATER METER LEGEND DWG.NO. SYMBOL 0 y y y EARTHWORK CUT/FILL SIDEWALK UNDERDRAIN 8/0SWALE D-25 [::El SEE LANDSCAPING PLANS -....., · -· - · ----- DRIVE-WAY PAVING 'c7"'AC;G"AB MIN. c::=J SLOPE /RR/GA T/ON SEE LANOSCAPl~G PLA/IS SLOPE PLANTING SEE LANDSCAPING PLANS PROPOSED SEWER CLEAN-OUT i1S~~ -,_ -iJa,,-- PROPOSED 4" SEWER LATERAL -1:§, 7 . : . -•--•-- PROPOSED 1". WATER SERVICE if~W__~:?, ---v --v -.. PROPOSED WATER METER BOX l:_yje:3A --v -8--v -.: PROPOSED RETAINING WALL .. _. C-1 -c.c;®fV1T£ . PR\~EWAY il G·l<\A . : I \ 7B~l'JCII. J~e.:illBF~q('IG. 11:~c~i~='¼-~t,x,'o':§;:;KZSL - QUANTITY BJ CY 1 EA 263 LF 4,838 SF l,J/5 SF 1,315 SF 2 EA 4JO LF 470 LF 2 EA 4J8 SF J~ ','O 1,,1': * t:.l'r'i bf" t:./1.et..stJ;)o sro. ofv4 $ OWNER'S CERTIFICATE •' I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST /-/AS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY .IN ADVISE ON Tl-IE COMPACTION AND STABILITY OF THIS SITE.1 c ~ -,,. ,~-[-I.nil WILi /AM CAVANAUGH DA TE REQUIRED TREATMENT CONTROL BMP TABLE ---- ' SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM INFORMATION GA THEREO ON JULY, 2006 BY: CONSTRUCTION TESTING & ENGINEERING INC. TOPOGRAPI-IY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION T/-1/S PROJECT IS LOCA /ED WITHIN ASSESSORS PARCEL NUMBER(S) 205-280-16-00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N J58 E 1665. TYPE DESCRIPTION OWNERSHIP CASQA SW HANOBK -&f)-~'1 I1./l'beM/iNTA-TIGN ,r f'!.'fl~!'!Ck--- EFFIG/Elff-lRR/1);--S·'f&TEM -OWNER-• +~ . :G&TA-T/iD-SWA~ • □VT,-pn• n ~R- -------S_\!!;' ~-:f .. '!li,O-JE€-1'--PRl6Rr'P'l'l\f-' =1,/~000lA-!!!!!!'!,:Tf-~---, - P~N~EPARTME~~oA~~~~v:; (SlGNED) CIT/( PU.tJj.,;/ DON NliU Pf.Afl!!lNG--DIRECTOR ----MAINTENANCE SHEE'" ""< AGREEMENT ---- TENANCE FREQUENCY __ ___, p:_ ee&R'0 - -L -~ ... or&R', 2 ucf/f/:Y - 11 AS BUIL T 11 S'~0. Ba,vu RCE :34~16 EXP, 9/30/ 13 REVIEv/ED BY, c. fl&:/,_z<..:;3,___ DATE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN Tl-IE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT ANO OTHER DEBRIS S/-JALL BE REMOVED AFTER EAC/-1 RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEOEO SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15. THE SLOPES S/-IALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF THE EROSION ANO SEDIMENT CONTROL HANDBOOK or THE DEPARTMENr OF CONSERVATION, STA TE OF CALIFORNIA. REFERENCE DRAWINGS CITY OF CARLSBAD ORTHOPHOTO MAP 296-5 134-10 SHEET 1 OF 2 EARTHlVflR]( nrr A "1TITIES /cur: 302. ::::::B;± cD & FILL: 81 CY IMPORT: e, ~ -ft CY CJ'4l [)}n,WJ, ~ DATE:-2/J~ /12., (SlGNED) · RECO!IIIENDED oy,)41a~n1rvU hrn,oW, - ) (PRINT NAllE) ~//J,r 1w ©cT □R /-27 -I 5 DATE ~ CITY OF CARLSBAD 1----1----1-----------------l----l----l----l----l ~ ENGINEERING DEPARTMENT 158-8 SHEET 5 OF 5 164-8 SHEET 2 OF 5 ENGINEER OF WORK Sa:.,4/v d. B~ STEVEN J. BA~ER R.C.E.· 34318 EXPOR,: __ ____,n,._,,,_cLY REMEOI AL:--~o,._,,,_c.LY BENCH MARK DESCRIPTION: 2.5· DISK IN NORTH CURB FACE OF CARLSBAD VILLAGE DRIVE. 1----1---1-----------------1----l----l----1----1 LOCATION: NORTH SIDE CURB OF CARLSBAD VILLAGE DRIVE. 0.1 Ml f------t----+----------------1----4--+--+--4 WEST OF HIGHLAND DRIVE. • ••. ~--~ . ' .. , . •. • RECORD FROM: CLSB-122 RECORD OF SURVEY 17271 DA fE INITIAL DATE INITIAL DATE INITIAL ELEVATION: 127. 19.0 DATUM: NAVD c.9 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING AND EROSION CONTROL PLANS FOR: 1369 MA(l,J()LJA A VENUE PR/VA TE DRIVEWAY DWN BY: CHKD BY:-9/7ri RVWD BY: TITLE SHEET PROJECT NO. MS 10-04 L--------~ ) -:;/24/12. DATE DRAWING ~~-I 472-SAI . ' 1J; ; ... -.f~:; 1 _. ,11;_• I . . . ' 1 1 ., . . • ~.i ' 1 ~, .,.: , ' ' i 040512 l ✓ I . ' 0 ROPOSED PRIVATE DRIVEWAY GRADING 1369 MAGNOLIA AVENUE FINAL PARCEL MAP • PCD-10-02, CDP 10-28, MS-10-04 i i I·. ,"---~EXIST SIDEWALK j"..___ -EXIST CURB & GUTTER A I I A ' I I, ;c--;-+,:-~60.QQ'. _, .!''''-+I --ll-+--1, -Jo.oo··--~-=-Jo.oo: , -· , L..;;-·;;;J--.:::·__::;lt!-'"t' :::: ___ ;--., 40:0~·-_ __-___ ;...\i _""'";-_,.--1 .. ..,/,,...;;.....1 GRAPHIC SCALE 20· 0 10' 20' 40' r-----: ' , 1 inch = 20' It. ENGINEER OF WORK: BARGER ENGINEERING 2651 GIANELLI LANE -ESCONDIDO -CA. -92025 PH: (760) 743-4217 -FAX, (760) 743-4217 ' I 80' I I •• ENGINEER OF WORK ~ 9 • g_&f:t.,A_ DATE: 31~ j 'U>l '1. STEVEN J, BARGER R.C.E.: 34318 EXJST. BLDG BENCH MARK '-- EXIS PLANNING DEPARTMENT CONDITION: PRIOR TO FINAL SIGNOFF OF TH£ GRADING PERMIT, THE DEVELOPER SHALL INSTALL THE LANDSCAPING PURSUANT TO EXHIBITS "A-J" OF PCD 10-02 / CDP 10-28. JI. 60' JI. 10' I 40' 10' I 5.5" 20' if 20' 5.5' I k5 .51 <-, ¾/:.· 2% Z% ~ 2% ~ , \ \/,~'f... l--tz:'r,,,r:r•;:;7777777777 , .,~-~ 1 <? ,If, SIDEWALKi~TYP.) ffZl~//1//#//✓~;;?'h?iJ,;;;:-:@;~ i '1,t CURB & GUTTER (TYP.) SECTION A-A EXISTING MAGNOLIA A VENUE 1.5' PER GS-I N, T.S. J' 1.5' PROPOSED 3' VEGETATED SWALE N. T.S. // AS BUIL T11 .5h«v1 ~~ :l.-/&,__,_,/73~ RCE .34:'>1S EXP,9/'!JC/7,3 DATE • REVIE\/ED BY, I~ TOR /·Zl·/6 ~1J-~ DATE 1----+-+------------+-----+--+-----+------1 r-;7 CITY OF CARLSBAD LJ ENGINE~RING DEPARTMENT IT:] GRADING AND EROSION CONTROL PLANS FOR: 1369 MAGNOLIA A VENUE PRNA TE DRIVEWAY ' DESCRIPTION: 2.5' DISK IN NORTH CURB FACE OF DETAIL SHEET CARLSBAD VILLAGE DRIVE. APPROVED: /~N 3/ ~,_?'.,,.,,)~ J_. ___ 2 f.~ LOCATION: NORTH SIDE CURB OF CARLSBAD VILLAGE DRIVE, 0.1 Ml l----l-----l-----------------1------1-----l------1-------I L2/¥f,,i_ _,,_j.l WEST OF HIGHLAND DRIVE. ENGINEERING' MANAGER PE 41204 EXPIRES 3/31 /13 DAT -=.,'-'--'"---'-"="""=-~=-------------,~2,~/Zfl~•'!i'3?.j....,,S!;!.r~eL.J-_f.7i\~1 ~--D=~o~R~'"'~o,'l•0sil>W=.!.'•..i~G-~--------+---+-----1-----1------l ~~~~~,,..=,...=--=--=--=-=-=.'::;:::========::;;==== RECORD FROM: cLsB-122 RECORD OF SURVEY 11211 ,--DATE INITIAL DATE INITIAL DATE INITIAL o2~vw~DDBBsY·yy'.,,,.ea I MPRSOJE1cOT-NOo.4 I D4RA7w21N_:5N,Ao. ELEVATION: .1'27./~0 DATUM,: NAVO Z'.:' REVISION DESCRIPTI.ON ' · ·-ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL ' , . , i I • I §40S1Z \ , , I ' / f-- (/) Q_ L <I \[) ~ --.-I .-I .-I .-I 0 ru ~ r----. ~ (lJ _Q E: (lJ u (lJ r=1 l'.J ..... ------H - r=1 Ct'. l'.J / Q_ l'.J .-I .-I 0 ru I Ln (\J I ~ 0 / l'.J :3 r=1 / <I f----< _J D z l'.J <[ L ?ROPOSED PRIVATE DRIVEWAY GRADING 1369 MAGNOLIA AVENUE FINAL PARCEL MAP PCD-10-02, CDP 10-28, MS-10-04 ' A " 60.00' ,, JO.DO' , .ii'--40.00' PROPOSED /" W.S. AND~ I" METER PER W-3 STA 3+31.50 PCL 2 I"\ , STA 3+28.50 PCL 3 I "" . ' ' A ~ ;. V JO.OD' , , ,if ~ ;. i V I , GRAPHIC SCALE 20' 0 10' 20· 4~ 8~ ~""'---~---~' __ ,_, :-----•I 1 inch = 20' ft. ENGINEER OF WORK: BARGER ENGINEERING 2651 GIANELLI LANE -ESCONDIDO -CA. -92025 PH: (760) 743-4217 -FAX: (760) 743-4217 [XIST BLDG \R~C\ I i i [XIST BLDG ~~? 2A' 205-280-17 ~ag:24 ·'' j ' ! ! . ' ' PROP " SEWER LATERAL PCL J PER S-f? IE=/49.58 PROP 4" SEWER CLEANOUT PER S-G . · : IE=14J.JJ 155.55 RIM -PROP I WATER SERVICE PCL 2 PER W-3 [XIST. BLDG PROP 4" . 'WER LATERAL PCL J PER S-7. IE= 150.20 ( ~OP I'!. WAT£ SERVICE CL 3 PER W-i , ' [XIST. BLDG PROP 4" SEWER CLEANOUT PER S-c;, IE=/49.92 154.48 RIM r---11-0 I I C) 'T I C) C() "'I I lO C) "'I [XIS ESMT ~ I JO' ACCESS UTIL TY AND DRAINAGE I ESMT. IN fAVOR O LOTS 2 AND LOT J I 15 15' I I VARIES 7' f ,, J.J' J' I I TO /J' 1 oWAL J PRIVATE D, IVE~AY 1 J p·rrn ATED -I r~~ iF~a7 SILE 51.9 FL ,~ 8" SPU~~~LL~zc55,-3_-=-- :!.~)::::: -/ 1li<, k-2% I ~;ig:~vfA~~W/ ~ -----I ----______ , ___ -. -r -. 1----i ---i--. ---s•i -:-J ;:i; I '' -sJ 711' 0 EXIST GRADE I iil.f; ~tr-irc-i-(150.9' I f>; :.., f5 I I I ' ,, . ~1.17' <.o 11---------~ /"WATER I /"WATER"' ~-+1 1Ll.~BQI[QM..:OLWALL ·=I._'":,.-L~7:_: I 1!j : LOT 2 1 LOT J 1!j::: P- A~~t3, 1 12" "..,. '3 ~~/7' EXISTING 1.5' WALL LU B' .,...._= J -tfr 10· 6.5' I I I 205-280-, [XIST BLDG lO <.o I C) co "'I I lO C) "'' SECTION 8-8 PROPOSED PRIVATE DRIVE & WALL N. T.S. ESMT ~ ii. I JO' ACCE' ,, UTILITY AND DRAINAGE I ESMT. /fl F, VOR OF LOTS 2 Af/D LOT 3 I 10 20 i [X _1.qJ' -~-~R_IE_s+i 1_1 ·_c_o_2_0·-+---8~.1_1· __ ~: I VARIES! tf 7' J.J' J' I TO /J' i--,WAL : PR/VAT~ DRIVEWAY I -1.17' 1 1J' VEG TATED -I ~!li riF~ai I SWALE 52.2 FL WE.=0C.WA[[I}5(q--Q_ - '-ic-, ~ 8" SPLIT FACE '<: 1-/-1: '.9 MASONRY WALL W/ ~ !"'-._I ___ --~ :::_,2%:~r 2%_ -<~ : ~ECORATIVE CAP ~ I I "'o , f>; c, o: -150.2) I 1 \o~ 2i11f--~EXIST GRADE I so 1' NATER I "WATER 'iE ' I 1!j ~"LT 2 LOT J [!j::: I ,~.fJOITQM_Of WACL=c_T~-~-0.7 .r a r() 17' \_£X/ST,.'NG 1.5' W."LL &_ ,,-"'~/ 12 ,;o, ,.,_!_, 6.5' ' " SECTION C-C PROPOSED PRIVATE DRIVE & WALL N. T.S. 14' 8.17' 7' , [ 7' J,J' I J' I I. SWALt J' VEG ATED - f-1.17' - PRIVATE DRIVEWAY I 5" P.C.C. I SWALE 5J.7 FL OVER 6'J\B -'7 TOE:.OCWA[C'=I S'7 cL.. ' ,~ 8" SPLIT FACE ~~S4.0 MASONRY WALL W/ >< --,a~~--:j----=~-=] 1&'__ J'' '.:1' I: DECQRAT/VE;J:,CAP ~ \c '.S! · 7 1 1, _kx1sr GRADE 0 "'8 o:I \ 1(152.0) 1''WA TER ~ ,,, ~ BOfTOM OF WAL• • F • L5.2-:0:: . LOT 3 vi ,._ ~O, 17' • a ,,,. _, 11 AS BUIL T 11 10' ( 6.5' -1 SECTION D-D PROPOSED PRIVATE DRIVE & WALL 5w.,u,-~g_l'.U.~ _s,~_,_,_,b~3 _ RCE 34?>78 EXP. 9/::,o/_J__?J_ DATE N. T.S. 1-7)-IL . iol CITY OF CARLSBAD l-----+--+-----------------+----+---1-----l----1 L.:_j ENGINEERING DEPARTMENT l----t----+----------------t---+---1----+---1 1-----t--+-----------------+----+--l-----+---I GRADING AND EROSION CONTROL PLANS FOR: 1369 MAG'IOLJA AVENUE DATE ENGINEER OF WORK -~1/.ofESS I o('/1, BENCH MARK PRIVA7E DRIVEWAY 0',f J, ii t / .. ' /J;,;; ~1'G' '{-, VJ 1-.., t"" ..-' 0 (/) :;o ~ ' 'd No. 34318 ,;;) ~ 7-8,Mr,-,.., DATE: 1:;.f,j_~,1 • EXP.09/30/13 • S';-.</ CI V I I-11-"'i>"° STEVEN J, BARGER R.C.E.: 34318 ' 1<0FCALI\O - , UTILITY SHEET DESCRIPTION: 2.5' DISK IN NORTH CURB FACE OF CARLSBAD VILLAGE DRIVE. APPRO>E;D LEY·-u: p~ -3.fM/ll:_ LOCATION: NORTH SIDE CURB OF CARLSBAD VILLAGE DRIVE, 0.1 Ml L-c-,:-:-,ci-=;;;---t-:,,-=-=-::-=:--::--,----------J---t---t-----+---1 SENIOR CIVIL ENGINEER PE 4120~4=E~XP=IRf-E_S_J~/.3-1~/1-3-DATE WEST OF HIGHLAND DRIVE. • • ' '2/Z.f./13 516 /l\ a,::cc,,en DRAW/WO . RECORD F'ROM: CLSB-122 RECORD OF SURVEY 17271 DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: ~~-PROJECT NO. DRAWING NO. ELEVATION: 127.J99 DATUM: NAVD-29-· REVISION DESCRIPTION cRHvwKDD 88Yy:_ ;e,k"r> MS 10-04 472-5 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL _j._ _____ -----_.__ __ - •I I ·O .. ' :j I \ ! ' 0405/2