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HomeMy WebLinkAboutDWG 426-1A; CDP 04-07; MCGUIRE RESIDENCE - 5035 TIERRA DEL ORO STREET; 01-03GRADING NOTES {IN ADDlnON TO THE REQUIREMENTS OF CHAPTER 11.06 OF THE CARLSBAD MUNICIPAL CODE) 1. THIS PLAN SUPERSEDES AU 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 TH£Y MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON- CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. 5. 6. z 8. 9. 10. 11. 12. 13. 14. 15. 16. 1Z 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 CERT/AGATE OF INSURANCE MUST BE ALEO NAMING THE CITY OF CARLSBAD AS AN ADDlnONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM·AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WR/llNG THE POLICY MUST HAVE A RATING OF "A" AND A SIZE OF CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE UNLESS EXEMPTED BY SECTION 301.(b}5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 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. 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. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. THE ORIGINAL DRAWING SHALL BE REVISED TO REA..ECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO ANAL ACCEPTANCE OF THE WORK BY THE CITY. ACCESS FOR ARE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: {A) SUMMARY SHEET, (BJ LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHAU BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE AELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WIU BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF AELD TESTS. A SOILS COMPACTION REPORT AND COMPLIANCE VERIACATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. AU CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF TH£ STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE AELD OF APPLIED SOILS MECHANICS. ALL AU OR FUTURE AU AREAS SHAU BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIACATIONS ANO THE "EARTHWORK SPECIACATIONS" ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY AELD COMPACTION REPORTS WIU BE SUBMITTED TO THE PROJECT INSPECTOR. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON. INSPECTION, SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT {760} 438-3891 AT LEAST FIVE (5) WORKING DAY.S PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WIU 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 WIU BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. All INSPECTION REQUEST OTHER THAN FOR THE PRECONSTRUCTION MEET/NG WILL BE MADE BY CALLING THE ENGINEERING 24 HOUR INSPECTION REQUEST LINE AT f76QJ 438-3891, INSPECTION REOUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M.. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WIU BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WIU BE SCHEDULED FOR TWO FIJU WORK DAYS LATER. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHAU DESIGN, CONSTRUCT AND MAINTAIN AU SAFETY DEVICES, INCLUDING SHORING, AND SHAU BE SOLELY RESPONSIBLE FOR CONARMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. THE CONTRACTOR SHAU 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 AU TRENCHES AVE 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 SYST£M STANDARDS ESTABLISHED BY THE CONSTRUCUQN SAmy ORDERS. unE 8 CALIFORNIA ADMINISTRA71VE CODE. THE PIAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTOR'S EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. Lepp_ert/H Eng1neenng 5190 Governor Drive. Suite 205 Son Diego, CA 92122-2848 Phone: (858) 597-2001 Fox: (858) 597-2009 CORPORATION 18. NO BLASTING SHAU BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPUCATION 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. QPERAUONS WILL CEASE IMMEDIATELY. AND THE PERM/TT££ WIU NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECOVERED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. AU 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 THROUGH FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHAU BE CONDUCTED ON WEEKENDS OR HOLIDAY.S {A LIST OF CITY'S HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER}. 21. AU OFF-SIT£ HAUL ROUTES SHAU BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO Fl/LL WORKING DA):S PR/QR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHAU BE OBTAINED FROM, AND WASTE MATERIAL SHAU BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FROM ANY DEBRIS QR DAMAGE OCCURRING ALONG THE HAUL ROUTES QR ADJACENT STREITS AS A RESULT OF THE GRADING QPERATION. 23. BRUSH SHAU BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVEO UNLESS SPECIACAUY NOTED ON THE PLAN. 24. AU AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NO PERMITTED. AU EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOP£ 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHAU BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. AU SLOPES SHALL BE TRIMMED TO A AN/SH GRADE TO PRODUCE A 27. 28. 29. 30. 31. 32. 33. UNIFORM SURFACE AND CROSS SECTION. THE SITE SHAU BE LEFT IN A NEAT AND ORDERLY CONDITION. AU STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. AU SLOPES SHALL BE IRRIGATED. STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAY.S OF THE TIME WHEN EA{lH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. LANDSCAPING SHAU BE ACCOMPLISHED ON AU SLOPES AND PADS AS REQUIREO BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO.. , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHAU COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. STORM DRAIN PIPE SHAU BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKAUED WITH 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIP£ WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERAnoN, IT SHAU 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. THE CONTRACTOR SHAU VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND} WITHIN THE PROJECT SITE sumcJENTLY 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. THE CONTRACTOR SHAU NOTIFY AFFECTED UTILITY COMPANIES {SEE BELOW) AT LEAST TWO (2) Fl/LL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PAC/AC BELL ADELPHIA CABLE COMMUNICATIONS COX COMMUNICATIONS CITY OF CARLSBAD (STREETS &: STORM DRAIN) •CITY OF CARLSBAD {SEWER WATER&: RECLAIMED) 'SAN DIEGU/TO WATER DISTRICT *LEUCADIA COUNTY WATER DISTRICT "VALLECITOS WATER DISTRICT *OLIVINHAIN WA IER DISTRICT "BUENA SANITAnON DISTRICT *AS APPROPRIATE VICINITY MAP N. T.S. (800} 422-4133 {800} 660-7343 {800} 892-0123 (760} 438-7741 (76D) 806-9809 (760) 434-2980 (760) 438-2722 {760) 633-2650 (760)753-0155 (760) 744-0460 (760) 753-6466 (760} 726-1340 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTfl()II ED GRADING -THE APPLICANT HIRES A CML ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {11.06.170(8)/ CARLSBAD MUNICIPAL COD£ OWNER: LEO AND SUSAN MCGUIRE 5035 TIERRA OEL ORO CARLSBAD, CA 92008 (TEL) 760-929-8279 OWNERS CERTIACATE: WORK TO BE DONE THE GRADING WORK SHAU CONSIST OF THE CONSTRUCTION OF AU CUTS AND ALLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS. ALL AS SHOWN OR REQUIM:D ON THIS SET OF PLANS. THE GRADING WORK SHAU BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. B. PRIOR TO ANAL APPROVAL OF A GRADING PERMIT -THE FOUOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR/11.06.190(8)/ CARLSBAD MUNICIPAL CODE: (1) ANAL REPORT BY SUPERVISING GRADING ENGINEER STATING AU GRADING IS COMPLETE. AU EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS {OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WIU BE RETAINED TO SUPERVISE OVER-AU GRADING ACTIVITY AND ADVISE N THE COMPACTION AND 1. CARLSBAD MUNICIPAL CODE STABILITY OF THIS SIT£ , stGNED.-S ;12c (f.,,A.V\.&: DATE: '-f-2 G-0 ~ (2) AS-BUILT GRADING PLAN. (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 AELD AND LABORATORY TESTS. THE REPORT SHAU 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 PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTEO FOR PLANCHECK. PLANCHECK FEES WIU BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLEO "FRELIMINARY GEOTECHNICAL INVESTIGATION PROPOSED IMPROVEMENTS TO MCGUIRE RESIDENCE" PREPARED BY CONSTRUCTION TESTING AND ENGINEERING. INC. DATED MARCH 2, 2004 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIACATIONS CONTAINED IN SAID SOILS REPORT. REFERENCE DRAWINGS 1. MAP NO. 3052 2. IMPROVEMENT PLAN NO. 141-5 SHT. 12 (TIERRA DEL ORO ST.} SOILS ENGINEER CERTIACATE: /, Rodl\ev J). BGl.\\.o..d A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNl/4 PRINCIPALLY DOING BUSINESS IN THE AELD OF APPLIED SOIL MECHANICS, HEREBY VERIFY 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 _____ AND M<..r<.i,. '2., '2-00'/'. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFACE OF THE CITY ENGINEER. THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND CONFORM TO THE R!C0'1M,,ENDjTIONS MADE INT THE SOILS REPORT MENTIONED ABOVE. ~<J"°l):~~~~'4, SIGNED· 0.d {:DJH_ DATE: 'f/-i.6/b5 .. ":# "t ~ • £ No. 2173 rn RC£ NO.: Git 2.113 EXPIRATION DATE: (;, { 3o { Db -1, ~•P-613010: ; t!)., {"o-,.,..._ .... 1,V"t':. ~ .,..,.~~ ~'If I, OF CALI~() ENGINEER OF WORK: 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 DEANED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIACATIONS BY THE CITY OF SAN DIEGO IS CONANED TO A REVIEW ONLY, AND DOES NOT REUEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ,,,;::.=~ SOURCE OF TQPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY TOPOGRAPHIC SURVEY METHODS FROM INFORMATION GATHERED ON NOVEMBER 11, 2003 BY AGUIRRE AND ASSOCIATES. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 210 020 09-00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N: 353,500 £: 1,667,500 BENCH MARK DESCRIPTION: 2.5" DISK STAMPED "CLSB-057 LS 6215" LOCATION: DRAINAGE BOX INLET IN THE SOUTHWEST QUADRANT OF AVENIDA ENCINAS AND CANNON RD. RECORDED: ELEVATION: 44.01 DATUM: NGVD 29 EARTHWORK QUANTITIES CUT: 120+/-CY ALL: 120+/-CY IMPORT: 0 CY EXPORT: 0 CY REMEDIAL: 534.0 CY DATE INITIAL DESCRIPTION 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. CITY OF CARLSBAD PC/CC RESOLUTION NO{S}. 5708, DATED 9-1-2004 5. THE STANDARD SPECIACATIONS F(JR PUBLIC WORKS CONSTRUCT/ON {GREEN BOOK}. 6. SOILS REPORT AND RECOMMENDATIONS BY: CONSTRUCTION TESTING AND ENGINEERING, INC. DATED: MARCH 2, 20D4 Z 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 9-1-04 9. NO ENVIRONMENTAL APPROVAL DOCUMENTS ARE REQUIRED PER SECTION 15303 (SINGLE FAMILY RESIDENCE IN AN URBANIZED AREA) SEE ITEM NO. 6 OF RESOLUTION NO. 5708 {CDP 04-07} 10. NO STORM WATER POUUTION PREVENTION PLAN IS REQUIRED FOR THIS PERMIT 11. THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQUA). STORM WATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL LEGEND DWG. NO. SYMBOL QUANTITY PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED CONTOUR EXISTING CONTOUR PROPOSED 3" + 32.4' -----31----- 102 L.F. 6 PVC DRAIN PRIVATE CATCH BASIN 5" SQUARE NOS {OR EQUAL) PROJECT BOUNDARY SUMP PUMP (PER SEPERATE BLDG. PERMIT) EXISTING RETAINING WALL PROPOSED MASONRY WALL PROPOSED BUILDING WALL {PER BUILDING PERMIT) PROPOSED MASONRY WALL WALL CALLOUTS SMALL RETA/NG WALL {<2.0'} 2: 1 MAX SLOPE PROPOSED POOL WALL {PER SEPERA TE PERMIT) PROPOSED 3• PVC SIDEWALK UNDERDRAIN lllill 1 {CITY STANDARD) M@ iill iill iill iill M iill Iii illi Iii Ill m cw III c-illi 500 S.F. {NON-STANDARD) 96 S.F. 0-27 7W 33.00' BW 32.00' llllmDDU1U~@J1UP!ffflUuhiOOPJirilHllmUiliiliiii 250 S. F. y y y -------------------------+, 120 L.F. RECOP,D DAA\./ING THIS PLAN SI-IOWS THE FACILITIES I\NDT/JEH\ L0CATICN l3fl'c,ED ON INFORMATION Fl)JlN15HEP BY Tfi£ CCNTRP,CTOR. RJR FUTURE CONSTRUCTION, THE L0CA1/0N Of THE OOLITIE5 5H0\JN 0'1 TH IS PLAN MUST BE VERIFIED IN TiiE FIELD. DATE CITY OF CARLSBAD ENGINEERING DEPARlMENT GRADING PLANS FOR: . 5035 TIERRA DEL ORO STREET ·-~ARLSBAD, CA 92008 !APPROVED or . LLOYD B. HUBBS !,A_~~ .,.. ';//-27/c,5 L~l'TY ENGINEE E 23889 flXPIRES 12/31/05 DATE ,:~ DATE INITIAL DATE INITIAL; PROJECT NO. DRAWING NO. , CV/l(f' ,,Y; ~ ENGINEER OF \,/ORK REVISION DESCRIPTION ENGINEER OF \,/ORK ENGINEER OF \,/ORK ~~V~ BY: , "i~'1>'1fn::'t~·: 1 I! \._) .,.._ CDP 04-07 DWG 426-tA -,_ .052705 · 8" E.S.V.C.P. 0 TIERRA 4)0' ' +. 36.57' i -. ½_~l-~-__ -_-_-_-_---__,~ SDG&E EASEMENT ______,/II: - BK. 5679 PG. 367 O.R. · ! ;_--~z~~ _ _; ~ 1- , -------- . ... -" "' "' I ! I ' __ _J I I + '--" . "' U' o. . ~ (o" 'i .. -~ ---- + 36.66' PROPOSED HOUSE PAD: 36.90' FF: 37.57' , . + 36.,...,_ _ ___. + 36.66' 7W 37.33' aw 32.40 ·· 1 7W 37.33' BW 32.40 HOUSE WALL PLANTER /EXISTING GROUND L,..7W 37.33'"-....__ . _[ -------- I ' ' ' -' ' H----trl' CONNECT TO LOWER PATIO•-t-+t:~=t--. -I - NOTE: POOL WALL TO BE BUILT PRIOR TO RETAINING WALL AS SHOWN • --< ---- ...._ _ _.. TF 32. 10 DETAIL A-A N. T.S. EXISTING GROUND MINOR WALL FOR PRIVACY --) 7W 30.17 I I I I I I I . I I 7W 36.25 EX. CONG. RETAINING WALL NOTE: POOL WALLS PER SEPERATE PERMIT ---',..-·. POOL ··· · ;-::-------OVERFLOW ✓ IJ BASIN EXISTING GROUND _>----POOL POOL WALL--._ (PER SEPERATE PERMIT) I I I I I ff. I :.. EX. CONG. RETAINING WALL +23.80 LIMITS OF POOL ... .. · I, __ . ·' 1---7' MIN--- -;: . -~. EX. BLUFF 7W 37.57' aw 32.57 --m-_;;;~"" h,:::.' --A "Df,,/irs 6FPo6[ APPROX. UM/TS J OF TEMP. CUT . l : ·• . ~ : ' . KEY: DEPTH PENDING DAYLIGHT REQUIREMENT S16"28£ --- _l_c_____,/ ----I.· --.. ._, ~ --.. 100,81' I P.AC1r1C I I : _/ I ~ \ ·•. • P/L 65.44• . -p/L Sf6'28£ -• --· -~-k:----S16'28£ _ ..!_00.87' ---- 20 0 20 40 60 ~,-...,-..----1 ___ 1---1 Lepp_ert~ En91neenn9 CORPORATION SCALE: 1" -20' 5190 Governor Drive, Suite 205 San Diego, CA 92122-2848 Phone: (858) 597-2001 Fax: (858) 597-2009 -487. 77 ------- / G: 36.94' 1.£. 33.10' --//-----1=1NLE7-"&-::suMP·· ••·· •• · --; PUMP SPECIFICATION PUMP 1 ~ 1 HP I PUMP/2 ~ 1 HP . . . PUMP 3 ~ 1y,-frp _________ ,-SUMP !NV-28.0 . -• 0 = 773 GPM I 10 0 10 PAD: 31.90' FF: 32.57' 7W 32.00' .TF27.00. "INFINITY EDGE" 30.00' TF 25.00 C PO~L WALL __ _ DETAIL 20 30 SCALE: 1" -1 O' R.C.E. 26283 7W 33.00' ,.BW 3. .00 ~ "" 0 7W 33.00' BW 32.00 TW 35.90' EX. RETAINING WALL DETAIL 8-B N. T.S. ff. I DETAIL c-c N. T.S. ff. 7W 37.33' · 1 7W 30.00' POOL PROPOSED NON-STANDARD RETAINING WALL TW 33.00' BW 32.00 TW 33.00' TF 31.00 ~--8 TW J0.00' TF 24.00 TW 30.00' TF 23.00 7W Jo.oo·- TF 35.10' TF 29.50' :?{ .·:·,:.-~~:.:~. :r·; TF 2.00, 1"6, ,24 -CO 30.00' 22.00, ~=-z.4.co DETAIL D-D 7W 30.00' 22.10, Fi,= z.,.f./SO 30.00' r 22.50, ~:.,A-DO TW 30.00' TF 23.00 , Ft.' z<i.o0 NEW RETAINING WALL ON ADJOINING PROPERTY. WORK TO BE DONE BY SEPERATE PERMIT DATE N. T.S. DATE INITIAL ENGINEER OF IJORK PRIVATE STORM DRAIN DA/ii NO. LENGTH REMARKS 1 28.87' PRIVATE 3• PfC 2 14.92' PRIVATE 3• pi,r: 3 17.06' PRIVATE 3•pi,r: 4 1a20' PRIVATE J"M 5 16.53' PRIVATE 3' PVC 6 12.52' PRIVATE 3• pi,r: 7 119.33' PRIVATE 3" PVC DATE INITIAL DATE INITIAL REVISIDN DESCRIPTI□N ENGINEER OF IJ□RK ENGINEER □F IJ□RK (PER SEPERATE PERMIT} I, I 'f/1/'t/, e:~SEP \tE{6't+T DETAIL E-E N. T.S. REC.ORD DAA\./ING- TH IS PLAN SHWS 11-IE FACILITIES ANDTHEIR L<:x:~llON BASED ON INfORMATION FU~NISHED BY THE CONTRACTOR. FOR FUTURE CONSTRUCTION, THE LOCATION OF 11-IE FACIL111E'.:i Sl-loWN ON 11-\IS Pi.AN MUST BE \l[RIF\EP IN THE FIELD. ~ _ "AS-BUil f' 7/24-/t:;7 ./1 ~HY~ ,, ~ -~ {,' I ---Re Ut$3 xP. -&/1,1 ?,cofJ DATE I l I REVIEWED BY: ~/,./ .. 1 ,~✓~ DATE I Sh~et I CITY OF CARLSBAD I S~ets I ENGINEERING DEPARTMENT GRAD/NC Pl.ANS FOR: 5035 TIERRA DEL ORO STREET CARLSBAD, CA 92008 APPROVED &r LLOYD 8. HUBBS /4.& •--~o ~~ .-.r, Cl TY ENGINEE"'PE 2388 -EXPIRES 12131 /05 ~~ 7 /4 5 iJ'ATE DRWN BY: PROJECT NO. DRAWING NO. CHKD BY:(SY':: CDP 04-07 RVWD BY: DWG 42B-1A \ \ .052705 N 0 - \ ) EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT AT (PHONE NUMBER). 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL nMES DURING mE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCAnONS TO FACILITATE RAPID CONSTRUCnON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MOD/RED w,mour n-1£ APPROVAL OF n-1£ ENGINEERING INSPECTOR. 4. n-lE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO n-lE SAnSFACnON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. n-1£ CONTRACTOR SHALL INSTALL ADDmONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER SUE TO UNCOMPLETED GRADING OPERAnONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBUC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDmON. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PIAN SHALL 8£ 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 PROTECTTVE DEVICES SHOWN SHALL 8£ IN PLACE AT THE END OF EACH WORKING DAY WHEN THE AVE (5) DAY RAIN PROBABIUTY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 1D. ALL GRAY.El. BAGS SHALL 8£ BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 11. SHOULD GERMINAnON OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECnVE COVERAGE OF GRADING SLOPES {90% COVERAGE) PRIOR TO NOVEMBER 15, n-lE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECnON 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVAnON, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRJGAnON ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANnNG AND IRRIGATION SHALL 8£ INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIRCAnONS AND THE FOLLOWING: A HYDROSEEDING 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 PUBUC WALL OR STREET. 8. ALL SLOPES FOUR FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: A NOT SCHEDULED FOR IMPROVEM£NTS {CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DA!S OF ROUGH GRADING. 8. IDENnAED BY THE PARKS AND RECREAnON DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. C. HAVE ANY SPECIAL CONDmON IDENTIAED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE Win-I n-1£ FOLLOWING CRITERIA: 1. All SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: A. THREE TO EIGHT FEET IN HEIGHT SHALL 8£ IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENnONAL S!STEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 1DO% CO!tcRAGE 8. GREATER THAT 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL S!STEM 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 HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPEC/AC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED S!STEM. 3. !RR/GA TION SHALL MAINTAIN THE MOISTURE LEY.El. OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING 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 8. 20 LBS. PER ACRE OF ZORRO FESCUE C. 3 LBS. PER ACRE OF £ SCHOOL CIA CALIFORNICA D. 4 LBS. PER ACRE OF ACH/LLEA M/LLEFOL!A E 3 LBS. PER ACRE OF Al!SSUM {CARPET OF SNOW) F. 1/2 LB. PER ACRE OF DIMORPHOLECA G. ITEMS C, D, £, AND F OF THIS SUBSECTION MAY 8£ OMITTED ON LOCAnONS WHERE mE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. Lepp_ert/H Eng1neenng 5190 Governor Drive, Suite 205 San Diego, CA 92122-2848 Phone: (858) 597-2001 Fox: (858) 597-2009 CORPORATION H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN AXING BACTERIA AND APPLIED DRY EITHER BY DRIWNG OR BROADCASTING BEFORE HYRDOSEEDING. I. ALL SEED MATERIALS SHALL 8£ TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIRCAnON TAG ATTACHED TO, OR PRINTED ON SAID CONTAIN. J. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DESCREnON OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE TYPE 6 MULCH {STRAW} MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPUED ABER MATERIAL WHEN STRAW IS USED IT MUST 8£ ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS. PER ACRE D. AREAS TO 8£ HYDROSEEDED SHALL 8£ PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO 8£ PLANTED BY ANY OR A COMB/NATION OF: A. TRACK WALKING SLOPES STEEPER THAN 6:1. 8. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFACJENTL Y FRIABLE C. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS A OR 8, ABOVE 2. CONDITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: A. ADJUSnNG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 8. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SAUNE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. E HYDROSEEDED AREAS SHALL BE MAINTAINED TO PRIVED A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING JS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. DESCRIPTION SILT FENCE LIMITS OF CLEARING & GRADING GRAVEL BAGS HYDROSEED LEGEND BOLF N/A 70 < 500 SF HOUSE PAD EL£: 36.90' PAC/AC / ----OCEAN / A _ __,, LOWER DECK £LE: 31.73' DETAIL A-A' SYMBOL o O O O O 0 P/L Gj (ROW} Cl l;j I l,J ~~ ~ eil:;; _, &1 ~Cl ,-Jg§ ::, u u A' DA TE INITIAL ENGINEER □F IJ□RK '' ·--------- I, '. ' ____ , / //, '-... ~// --·· ---·· ---- A ------ ____ __J_________ ' ' ' ' ___ J. I I ' -----------, c.-__ -: ! ' -----____ -' _-______ . PROPOSED HOUSE PAD: 36.90' FF: 37.57' 0 I : - ! l D i i ~J.J ···-c_ c,= i-- " " 1.' ,,,,,-------',/// •✓ \ \ --------- PAD: 31.90' FF: 32.57' n - DATE INITIAL DATE INITIAL ,_ ~ e:i Q._ I::! ' ~ ' lJ:i ~ -j= [;;i .. Q 2 l ,, '· .,. \ I L----------------- / ',/ ./ ,,.-,/2../47 DATE I ShJeet I L __ a_TY __ OF_c_A_R_LSB_AD __ _j ENGINEERING DEPARlMENT EROSION CONTROi. PLANS FOR: 5035 TIERRA DEL ORO STREET CARLSBAD, CA 92008 APPROVED 6 f' LLOYD B. HUBBS .; EXPIRES 12/31 /05 DRWN BY: PROJECT NO. DRAWING NO. CHKD BY:~ , REVISION DESCRIPTION ENGINEER □F IJ□RK ENGINEER OF IJ□RK RVWD BY:~ CDP 04-07 DWG 426-TA ) 052705