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HomeMy WebLinkAboutDWG 403-8B; CT 01-17; TAMARACK FIVE SUBDIVISION; 01-02GRADING 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 (:ODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADD/TTONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TD 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. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TD PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADD/TTONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR £ACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WR/TING THE POLICY MUST HA VE A RA TING OF "A" ANO A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. 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. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE 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 TD 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 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 EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIEW OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION 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 STA TE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN THE FIEW OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TJON. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSmUCTION MFFTING SHAil BE HFLD AT THF SITF PRIOR TO THF BFGINNING Of WORK AND SHAii BF AUfNDFD BY All RFPRFSFNTATIVFS RESPONSIBLE FOR CONS7RUCTION, INSPECTION, SUPERVISION. TESTING ANO ALL OMR ASPECTS OF THF 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. 7 5. All IN$PFCTION RFQUFSTS OTHFR THAN FOR PRECONSmUCTION MFFDNG WIil BF MAQF BY CAI /ING THF FNGINFFRING 24=HQLIR INSPECTION RFOIIESI I INF A I (760) 438-3891. 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 HEALTH 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 1RENCH 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 Pl AN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRA Tl\/£ CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CON1RACTORS 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 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 CONSTRUCTION, OPERA T/ONS WILL CEASE IMMEDIATELY, AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERA TTONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF 7RUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED 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. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPAR1MENT 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 8£ OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT S1REETS AS A RESULT OF THE GRADING OPERATION. GRADING NOTES CONT. 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. NIA , 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. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. WHERE AN EXISTING Pf PE 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 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. 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 SDG&E PACIFIC BELL ADELPHIA CABLE COMMUN/CATIONS CITY OF CARLSBAD(STREETS & STORM DRAIN) 'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) 'SAN DIEGU/TO WATER DISTRICT 'LEUCADIA COUNTY WATER DISTRICT 'VALLECITOS WATER DIS1RICT 'IJLI\IENHAIN WATER DISTRICT 'BUENA SAN/TA TION DISTRICT *AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: 1-800-422-4133 (760)438-6200 ( 800 )310-2355 (760)931-7000 (760)438-2980 (760)438-2722 (760 )633-2650 (760)753-0155 (760)744--0460 (760)753-6466 (760) 726-1 340 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 {11.06.170(8)} 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(8)} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING 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. (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 FIEW 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 PLAN, IF REQUIRED BY THE CITY. 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 GEO TECHNICAL EXPLORATION REPORT & GRADING PLAN REVIEW PREPARED BY ASSOC/A TED SOILS ENGINEERING, INC. DA TED: DECEMBER 13, 2001, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. BENCHMARK CITY OF CARLSBAD FB 19 PAGE 46 BENCHMARK FOUND SPIKE @ N£ CURB REWRN OF GARFIELD A VENUE & OLIVE A VENUE. EL: 47.02 DAWM: USGS 1929 EARTHWORK QUANTITIES CUT: FILL: IMPORT.· EXPORT: REMEDIAL: £ 50 liltltl:-CY Z.SO ~ CY c,1rfiltiiil,CY 0 CY 04:rJXlCY REFERENCE DRAWINGS 5£E GRADING PLAN DWG. NO. 403-8A ''DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: BHA, INC. ADDRESS: 5115 A VEN/DA ENCINAS, SUITE L CITY, STA TE: CARLSBAD, CA TELEPHONE: (760) 931-8700 BY THE OF MY BY: 1l..,_,1J~1 RONALD L. I HOLLOWAY DA TE: ~~_,_/~I C.C/-/_O~'J __ TAMA SITE NOT TO SCALE , ;::;i!D GEin. 1 2 30 15 0 CllY OF OCEANSIDE PACIFIC OCEAN -"8 CllY OF VISTA cos CITY OF ENCINITAS VICINITY MAP NTS LEGAL DESCRIPTION .-' '\"? . Y',( ·,, ,;•~ O,;,\ A PORTION OF TRACT 232 OF THUM LANDS IN THE CITY OF 30 SCALE: 1 • = 30' ;,.._ <c ~ /,: e..o. R1DOW-~ CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, 1''", N•-1'm_ , ACCORDING TO MAP THEREOF NO. 1681, FILED IN THE OFFICE OF TH£ 3 60 90 62.00' • PRECISE GRADING PLAN FOR CK FIVE SUBDIVISION 5 WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS. REMEJ)IAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES. AND PLANTING OF P£RMANENT LANDSCAPING AND PR£PARA TION OF AS-BU/LT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND R£PORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND TH£ CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS,-R£SOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE P£RFORMED 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 STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 5226 THRU 5228 DA TED JULY 17, 2002 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY ASSOC/A TED SOILS ENGINEERING, INC. DATED DECEMBER 13. 2001 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 DA TED JULY 17. 2002 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED JULY 17 2002 10. SWPPP PREPARED BY BHA, INC. DA TED --~M~A Y~14~·~2=00~3 __ _ 11. SWMP PREPARED BY BHA, INC. DATED ___ "'JU'-'-N'-=£_1c.c6_,_, -=2"-'00=3~-- LEGEND: 1 PLAN 1AR PE 46.0 FF 46.7 46.0 GF ®f------ © .... • ---- e • LOT NUMBER MODEL NUMBER PAO ELEVATION FIRST FLOOR ELEVATION GARAGE FLOOR ELEVATION PROP. WATER SERVICE PROP. SEWER LATERAL PROP. SEWER PUMP PROP. STREET LIGHT SETBACK REQUIREMENTS PROP. FIRE HYDRANT FRONT YARD: SIDE YARD: REAR YARD: 64.00' 20' VARIES AS SHOWN ON PLAN VARIES AS SHOWN ON PLAN I • 52.33' y 2:1 y <'.:=J <'.:=J PROPOSED SLOPE EXIST. BROW DITCH PROP. SWALE (1% MINIMUM) YARD DRAIN CLEANOUT (3" DRAIN) PLAN .______, PLAN □1----YARD DRAIN INLET (3" DRAIN) 1 - •• 2 PLAN 3 X X X ---,■,---- ~ PROP. 6' MASONRY PERIMETER WALL PROP. RET. WALL C-3 PROP. 6' HIGH OPEN RAIL GARDEN FENCE PROP. WALL W/ PILASTER PROP. STAMPED CONCRETE TYPIC~0lfr<?sf!§E TYPES ri~EPARTMENTAPPROVAL .-------------.....--------------1~~~-c=siGN£0""=-J-~tf="'1=_,__-□A¼/ZS703 1-----S_O_-_n:_S_E_NG_· '.JNE._-._ml_·_. -----+-------O_'WNE._. _· _:B_. ---------iM!CHAEL J. HOLZMILLER, PLANNING DIRECTOR ASSOC/A TED SOILS ENGINEERING, INC. NEWPORT HILLS, INC. / . h 3320 AIRPORT WAY 20151 S.W. BIRCH ST. ~ DATE:~/..i.i/03 LONG BEACH, CA. 90806 SUITE: 150 (SIGNED) 1/ (562) 426-7990 NEWPORT BEACH, CA. 92660 fl. /- (948) 250-4200 RECOMMENDED BY: _nne,, y'.J cog JAMES C. MANNING, PRESIDENT (PRIN:fiiAME) -;J"" UNDERGROUND SERVICE ALERT SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT /DENT/FICA TION NUMB£R BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT /.D NUMBER, CALL UNDERGROUND 5£RVIC£ ALERT TOLL FREE: 1 (800) 422-4133 TWO (2) WORKING DA rS BEFORE YOU DIG. "ASBUILT1 ~~ RC£ 2.2-Z..--, I EXP. 1-3/-ol 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. R.C.E. N0.:~2=92=7~1 ____________ _ 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF MARCH 31, 2007 WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A R~Cjjff;B_~JLOff,{XPIRATION DATE:~--,::;;;=====--------------~ 'i!l!~l €1 COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 9, 1915. ~m.oom 1---+---+--------------+---+---+---+----t I SHlEET I CITY.OF CARLSBAD I SHEETS I ~==.=::=::::::::EN=G/.::.N.::::E,::::ER=1N=G:::::::::DE,:::P::A::R::TM::E.::N=T ==~=2=;:::::: 25. ::~~M ~~:~~c:~::;:;:·TO A SIGNED AND APPROVED SET OF EROSION .::fI;;"~.-:;; .; GEO'J.'ECHNICAL CONSULTANT'S DECLABA.TlON IL n " CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY,/.-,;,,,,~:,:,•· t------------------------------1 IU)lMJAainc. THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. . / !//J'' i1%i~Ti~~s T~:viJtfN HZ5l'r:ff,:, 1&3Lic1~1ctk 1a11d plam,ttg, civil mgineerilllg, suiveying 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM' ):;; · ;/ . IN CONFORMANCE WITH THE INTENTIONS OF THE ,l NO. 2SJ271 I I . 8-31-0Y~ b¼~i~ff ti2D1iiiss ALfE~lg/;Es,THio6~Tf 0JHt}tER88rn1:ffsJfLL ~E N~1i0 C:g) ' ·· &:/'·1c{, > .. ·.· '" FINDINGS AND RECOMMEND'JZ,N,!, c?:;:J;!P IN~ THE ~ ;~~{E A.~N1DA ENCINAS AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 7 f 1 GEOT£CHNfCAL REP.qRT y 4 . . ,,,_:;~"' CARLSBAD, CA. 92008-4387 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED BY: ~ _, : /77'£ DATE: ,Jut;_ V} (760) 931-8700 WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. BJ-• I c,-,4 • l,'?l, 5"" t) DATE: 6_/(?""/,:3 f-_ j). tJ0 .,., __ / ;'__../ F-" -ENG/NEE.Fl~ 597-0870-PGPOI 05-02-03 RAD RE~ 6-76-03 BY, RAD 29271 R.C.[. <7v_!!,./.Q' OF~ EXP. 3/31/03 6-IG,-03 L/C. EXP. DATE DATE DATE INl11AL ENGINEER OF WORK A5-5\.ll LT DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: TAMARACK FIVE SUBDIVISION APPROVED LLOYD B. HUBBS t:!'r ¾&'.~~~~ ~~s-/43 CITY ENGINRPE28&9EXPIRES 12-31~05 DATE WNBY: __ _ CHKD BY: -----,~z_.. RVWD BY: PROJECT NO. CT0l-17 DRAWING NO. 403-SB 597-0870-400 ( ,. 10 0 ~ 20 I SCALE: 1" = 20' 40 I 60 I I , f I r-·t ,, I :,, ? o 5-o4-J-0-1 -(RW)_ _ __ (A'W)--·--t }R ',,, ··t· ' . ' . , ___ ) - I ., __ ,-_--::_----::.:___,_ ---- PROPERTY IJNE F.L. PER PLAN G.B. 5' MIN. UNLESS ---1 OTHERWISE NOTED SIDE SLOPE -2% MIN 21% MAX TG PER PLAN FL PER PLAN DEEPENED FOOTING=::__4tftl BEGINS WHERE SLOPE TO SWALE F.L. IS 21% H.P. PER PLAN FL GUTTER PER PLAN \ L HP .. r: • 10' 3' MIN <1 7 I I .• I , I I F.L. PER PLAN G.B. 3' MIN TG PER PLAN FL PER PLAN H.P. PER PLAN G.B. FLOWLINE PER PLAN @ P.L. FL GUTI'ER PER PLAN \_ ~ PROPERTY DRIVEWAY IJNE TYPICAL LOT GRADING 597-0810-PGP02 05-02-03 rod REV. 6-16-03 BY: rod NOT TO SCALE I / ' l ' 30. I ~I I (/) 3::1 ~, I I I I , ! I I I I ii I i 16' I R/W 10' 50,5 1 50.2 TG PLAN 1 49.3 FL PE 51.1 en" FF 51.8 ~ 51.4 l--:::'::--=-=-'==-----1 HP GF 51.t7 51.1 TG 50,5 50.2 FG 49.2 FL 51.1 TG 50.0 FL 50.B -50.9 HP WOODEN GATE 7' 2 PLAN 3 PE 50.1 FF 50.8 CF 50.17 4'!.6 4Y.5-TC 48.7 FL 49.9 HP WOODEN GATE ' 9 6 ' ... · · "' _· .... .c_,:·~. INIITML RW Bl ot.Wwiiii BUILDING FRONT OF ~.ARA.GE DOOR PER PLAN 10. 7' WOODEN GATE 49.9 HP -y f F;F. ELEV. 5.5' 20' MIN 0.33':::;;4" BELOW ··~ F.F. ELEVATION ....---G .F. ELEV. 1% •I I 2% / C "-,cc '\_.~ •• y ..... SDWK VARIES (14% MAX) 6" PCC ______ ........, PAD ELEVATION CURB DRIVEWAY/GARAGE TYPICAL SECTION J0.5' MIN. 3' MIN. NOT TO SCALE VARIES FLOWIJNE OF SWALE IFFERENCE OF PAD ELEVATION 2%\.@ .....,__.zi'~ . 2:1 SLOPE VARIES FLOWLINE/: 0.5' MIN.T OF SWALE _l -21% ~-21%~- 3' MIN. FOOTING/SWALE DETAIL NOT TO SCALE 'L t ---... __ '\ 50-Z ~·· ;~- FL 50./TG- .,tB. 5 FL ll-,f-18.7' --t-· ~? --.----- SUBDIVISION BOONDA"ffY ,·111.81\ -~ 50.e/39_6 J!l__MIN~S~'1-4-, // FG ·-.> HP 4 50.0 FL 3 WOODEN GATE PLAN 2 PE 50.6 FF 51.3 C:' '\ PE 51.0 / (£) ·:::~_ ,ti) ----+ (£) -- TW. 51.0 FG,50.5 P!WPOSED 6' HIGH OPEN. RAIL GARDEN FENCE, ,,., 'Cl) '-"-' "1> \ \;\] try 1 ~~~~J.~2~.o~·-~~~ \;\l g;i WOODEN t ~ H:1-'9 GA TE ·-50.,3 f-f P .4 GF 50.67 f'F 51.7 GF 51.07 ~ ,r _, 51.3 \ a ,$'-~ "< TYPE 3 RETAINING 1 ~ \i=&, lfALL PER SDRSD C-3 © ~~-6 . I 3.o:. g -~ ,. 1\1:i· 4q, .G-c3 "l • "' . , . ,to " O;;J . . . • ·<) • . ◄ • • . ,,. . . . . , .. ·, . . N o_ 4'\,BTG-. 48.5 FL _,/ 44. 76' • 4 -. •• 411.39 • FL . , ~ §0.T TG I 49.2 FL "< / SUBDI.VISION / BOUNDARY '· k. ~ A--+tt----A ~4ccc9--c. o=-FL~ 50,7 50.2 TC 4'1,5F!. 49.0 FL ~ "< 73. 72' _,.7--_..,,a TW·51.0 Ft 48.4 ~ ~ -111-- 5 WOODEN GATE PLAN 2R PE 57.0 FL 1--. 32' j-LJ C) ·"' 0, ,-. -"' <'. m ,. FF 51.7 --,----------------~----·--------------. --- 48.3 FL TW 49.8 FG 49.3 SEE DETAIL 'A' BELOW ?OB-04?-47 ?OB-042-45 /J=/3'47'22" ~- L=11.47' X 50.5 50.2 TC 48.9 FL 50.8 HP GF 51.07 .., o:i WROUGHT IRON RETURN W/ GA TE PROPOSED 6' HIGH OPEN ,RAIL GARDEN FENCE '43'.!----""' 01'4:31' TYPE 3 RETAINING WALL PER SDRSD C-3 2(?'5-042-45 9'34"E 1.36' ==r-~2l0~~~-8U1:'_.:;;;a,,.;{:....~~~~~~i:~:,:2SU~~~D~l~W~S/ON BOUNDARY 11.35' .62'-- -N28'10'26"W 381.78'- PRIVA TE ROAD EASEMENT PERF/P ___ _ If. REC. ___ _ 25' DETAIL '.A' A5-8UILT A A 29271 R_C_£_ EXP. 3/31/03 &-/{:,-01 DATE INITIAL UC. EXP_ DATE DATE ENGlNEER OF WORK REVISION DESCRIPTION .. -1;\.J ----······---···-- '"' a 1 1.D a \;\] DATE INlllAL OTHER APPROVAL V PROJECT BOUNDARY I TW ELEV SEE PLAN I ___, 3' ' 6' HIGH OPEN RAIL GARDEN FENCE I PROPOSED PAD Ill! Ill! Ill! EXISTING GROUND~- Ill! Ill! Ill!- DATE INlllAL CITY APPROVAL FG ELEV SEE PLAN SECTION '.A-A' NOT TO SCALE "AS BUILT" RCE Z.?-Z..]I EXP. 1-Jt-o7 6ATE 597-0 70-400