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HomeMy WebLinkAboutDWG 402-6A; RP 01-09; CARLSBAD VILLAGE SELF-STORAGE; 01-03GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 11.06 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-DF- 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 ltlLL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PfRMIT ISSUANCE, A CERTIF7CA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TH~ INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A AND A SIZE CA1EGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUID£ 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 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 llfLL BE MADE TO THESE PLANS ltlTHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED llfTH/N THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAl'IINGS 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 F7RE 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 Tl-IE STATF OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. Tl-IE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR llfTI-IIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TFSTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO Tl-IE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF Tl-IE STA TF OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN Tl-IE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE l'IITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND Tl-IE • EARTI-IWORK SPECIF/CA T/ONS • ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS llfLL BE SUBMITTED TO Tl-IE PROJECT INSPECTOR. 14. A fflfCQNSTRUCTIDN MEETING SHAii BE Hfl D AT THE SITE PR/OR TD THE BfG/NNING Of \WRK AND SHAii Bf ATTfNDEQ BY All RfPR£SENTAD\f"S RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTT-/ER A$PEC1S OF TT-/£ 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 SCHEOULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. All INSPECUON REQIIES75 011-IER 11-IAN FOR PRfCQNSTRI/C110N MEETING WU L BF MADE BY CAil iNG 11-IE ENGINEERING 24 HO//R INsPfCDQN REQllEST /IN£ AT (760) 4JB-J891, INSPECTION RFQUEST MUST BE RECEIVED PR/OR TQ z· QQ PM ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS l'IILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST 01HERWISE:. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LA TFR. 16. THE OWNER AND/DR APPLICANT THROUGH Tl-IE DEVELOPER AND/DR 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 SUBMlmNG A DETA!L PLAN TO 1HE CITY ENGINEER AND/OR CONCERNED AGENCY SHOltlNG 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 1HEREIN. 11-1/S PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY 1HE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA710N. IF 11-1£ PLAN VARIES FROM 11-1£ SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINIS1RA71\IE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERFD FNGINffR AT TT-/£ CONTRACTORS [)(PENS£ A COPY OF 1HE 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 1HE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF 1HE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE' DISCO'(tRED MTHIN ANY WORK AREA DURING CONSTRUCTION, OPERA TIQNS ~L CEASE IMMFDIATFL Y. AND THE PERMITTEE WILL NOTIFY 1HE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTI-IMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO Tl-IE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA T/ONS SHALL BE CONDUCTFD ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. AU OFF-SIT[ HAUL ROUTES SHALL BE; SUBMITTED BY Tl-IE CONTRACTOR TD THE' CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE. OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY Tl-IE CITY ENGINEER. TT-/£ CONTRACTOR SHALL BF RESPONSIBLE FOR ANY DFBRIS OR DAMAGE' OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN 1HE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF7CALL Y NOTFD ON Tl-IE 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 HA VE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROi.. SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. 1HE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR 011-/ER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY 1HE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED ltl1HIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON Tl-IE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, 1HE LANDSCAPING PLANS FOR 11-/IS PROJECT, DRAWING NO. ____ , AND/DR AS DIRECTED BY 1HE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE Tl-IA T ALL CONTRACTORS SHALL COORDINATE THE WORK OF 1HESE GRADING PLANS 1'111H THAT SHOWN ON B01H THE LANDSCAPE AND /RR/GA T/ON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR 1HIS WORK IN ACCORDANCE WITH 1HE LANDSCAPE MANUAL TIME REQUIREMENTS. PRECISE GRADING PLAN FOR - 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 GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF7CA TIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON 1HESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH 1HE FOLLOl\fNG DOCUMENTS, CURRENT AT 1HE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 3235-3265 CARLSBAD, TYLER STREET CALIFORNIA 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO. 279 DA TED NOVEMBER 26, 2001 5. Tl-IE STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDA T/ONS BY GEOSOILS INC. (WO/ 3168-A-SC) JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITI-I A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS 11-/AN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD $-4 TYPE •c• AND PIPE MEETS AS1M STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 31. l'IHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF Tl-IE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BU/WING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN 011-/ER AREAS 1HE PIPE l\fLL BE PLUGGED 1'111H CONCRETE OR REMOVED AS APPROVED BY 1HE Cl TY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITI-IIN Tl-IE PROJECT SITE SUffiCIENTL y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND 11-/AT Tl-IE ACTUAL LOCATIONS ARE IN CONFLICT Wl1H THE PROPOSED WORK. JJ. Tl-/£ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR 1HEIR FACILITIES AND SHALL COORDINATE THE WORK ltl1H A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL ADELPHIA COMMUN/CATIONS HIGHLAND CARLSBAD CABLEVISION CITY OF CARLSBAD(STREETS & STORM DRA!N) "CITY OF CARLSBAD MUNICIPAL WATER DISTRICT 'SAN DIEGUITO WATER DISTRICT "LEUCADIA COUNTY WATER DISTRICT "VALLECITOS WA TFR DISTRICT 'OLIVENHAIN WATER DISTRICT *AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: 1-800-422-4133 (760)480-7727 (760)574-3806 {760)438-7741 (760)696-0200 t76t438-2980 760 438-2 722 760 633-2600 760 753-0155 (760)744-0460 (760)753-6466 A. FOR CQNTRQLLFD GRAOff!j -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 TD FINAL APPROVAL OF A GRADING PERMIT -1HE FOLLOWING REPORTS MUST BE SUBMITTED TO Tl-IE CITY ENGINEER VIA Tl-IE PROJECT INSPECTOR /11.06.190(8)/ CARLSBAD MUNICIPAL CODE: (1) FINAL RE:PORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RRIGA TION ARE INSTALLED IN CONFORMANCE llf1H 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 Tl-IE SOIL, AND SUMMARIES OF FIEW AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY 1HE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE llf1H THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN 1HE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITI-I AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR 11-1/S PROJECT IS ISSUED WITI-IIN 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 PREL/f,IINARY GFQTECHNICAL EYALUA710N FOR 3235 3265 D7fB STREEL AND UPDATE GFQT£Cf/NICAL E'VALUAUON FOR 3267/3281 D7fR STRffT, CARLSBAD, SAN DlfGQ COUNTY. CALIFORNIA PREPARED BY GFQSQILS INC DATED NQVF/,/BfR 2 2001 SHALL BE CONSIDERED AS A PART OF 11-1/S GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH Tl-IE RECOMMENDA T/ONS AND SPEC/F7CA TIONS CONTAINED IN SAJD SOILS REPORT. "DECLARATION Of RESPONSIBLE CHARGE" I HEREBY DECLARE 1HA T I AM Tl-IE 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 1HE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT ltl1H CURRENT STANDARDS. I UNDERSTAND THAT 1HE CHECK OF PROJECT DRAWINGS AND SPECIF7CA TIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. F7RM: DEVELOPMENT RESOURCE CONSULTANTS ADDRESS: 8175 £. KAISER BL ',,V, ,__:A..::.N:.:.A::..:H::::El.:::M....:H.::;IL=L""S,c...::;CA..:....::;9.::;28:.:0:::8 _____ _ CITY, STATE:- TELEPHONE:--',-:..7.:...14:.,,,.:6,:8.::.5--'6=+'6.::.0 ________ _ BY: DATE: JJ.-/30/02... WARR£ W. l'IILLIAMS, JR. R.C.E. N0.,_43:.::.:.;17:..::9;__ ___________ _ REGISTRATION EXP/RATION DA TE:--=0:.::3t..:/3:..:1L/0::_4:__ ___ _ PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 204-070-01 THRU 07 AND 204-010-11 & 12 Tl-IE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 2 002 000 E 6 225 000 BENCH MARK SPIKE IN TOP OF CURB OF NORTHEAST CURB RETURN AT OAK A VENUE AND ROOSEVELT STREET. ELEVATION: 46.645 VICINITY MAP SOILS ENGINEER'S CERTlrlCATE I, DA \/ID W. SKl;LL Y , A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION WO# 3168-A-SC DATED NOVEMBER 2, 2001 COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE C)1! ENGINEER .. SIGNED: d:.,.....11,v. M DAVID W.~ RC£ 47857 EXP. 12/31/03 DA TE: _ _,Zit,=,c'---"-J,_,I ,-=t.-=D..:D:...cL=-------- OWNER'S CERTIFICATE I ( 1\£ ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE(/ ~ l,:.~ lk,,,1:1 c:::...-..-l;l-~O-u'l-- RICHAfl..D HAN8t>N DATE CARLSBAD VILLAGE SELF-STORAGE LLC SOURCE or TOPOGRAPHY TOPOGRAPHY SHOWN ON TI-IESE PLANS WAS GENERA TED BY AERIAL SURVEY METHODS FROM INFORMATION GATHERED ON JUNE 20, 2001, BY RON MARTIN AND ASSOC/A TES (RI.IA) TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. LEGAL DESCRIPTION: DA TED NOVEMBER 6. 2001 7. THE SAN DIEGD REGIONAL STANDARD DRAl'IINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. ENVIRONMENTAL APPROVAL DOCUMENTS DA TFD NOVEMBER 6. 2001 9. STORM WATER POLLUTION PREVENTION PLAN DATED JULY 9, 2002 DESCRIPTION GRAVEL BAGS STABILIZED CONSTRUCTION EN'TRANCE FRENCH DRAIN RIGHT OF WAY BUILDING PAD Fl.OWLINE DOWNSPOUT (ROOF DRAIN) CURB FACE BACK OF WALK EXTENDED DEEPENED FOOTING FLOWUNE FINISH FLOOR FINISHED GROUND FINISHED SURFACE GRADE BREAK HIGH POINT INVERT NATURAL GROUND RIGHT OF WAY TOP OF GRATE LEGEND DWG.NO. SYMBOL ----·--- 0<5' CF BW EDF FL FF FG FS GB HP !NV. NG R/W TG QUANTITY BOO EA 1 EA 280 LF CONSTRUCTION NOTES; QUANTITIES; I<'\ CONSTRUCT CURB RAMP PER APWA STD PLAN NO. 111-2 CASE B. TYPE 1 \..'...I (OMIT RETAINING CURB). ® CONSTRUCT CURB ONLY (6" C.F.) PER SDRSD STD. PLAN NO. G-1. @ CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD STD. PLAN NO. G-7. © CONSTRUCT 3' WIDE PCC RIBBON GUffiR PER DETAIL ON SHEET NO. 2. ® CONSTRUCT CONCRETE PAVEMENT 4" THICK WITH #4 BARS 12" x 12" O.C. ® INSTALL 6" DRAIN PIPE (HOPE OR APPROVED EQUAL). 0 INSTALL GRATING CATCH BASIN PER APWA STD. PLAN NO. 304-2 (W=2'-11f'). a\ INSTALL 24" x 24" COMBINATION GRATE INLET & FILTER (FOSSIL FILTER MODEL V:./ FB-24 CATCH BASIN WITH BOTTOM OUTLET OR APPROVED EQUAL). ® INSTALL DRAIN INLET FILTER, FOSSIL FILTER, FF-2436. @ INSTALL e• DRAIN PIPE. HOPE OR APPROVED EQUAL. @ INSTALL FRENCH DRAIN PER DETAIL ON SHEET NO. 2. @ INSTALL 12" x 12" AREA DRAIN, NOS OR APPROVED EQUAL. 1 EA 205 LF 975 SF 52D LF 17, 770 SF 85 LF 1 EA 4 EA 1 EA 405 LF X LF 2 EA LOTS 6 AND 7 OF INDUSTRIAL TRACT, IN Tl-IE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TF OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1743, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JANUARY 3, 1923. EARTHWORK QUANTITIES 0 AS BLJIL T 0 BASIS OF BEARING; 1HE BASIS OF BEARING FOR THIS MAP IS THE MOST NORTI-IEASTERL Y BOUNDARY OF LOT 6 AND LOT 7 OF INDUSTRIAL TRACT, FILED AS MAP NO. 1743 IN 1HE OFFICE OF COUNTY RECORDER OF THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, BEING SJ4"JJ'E. CUT: FILL: IMPORT: EXPORT: REMEDIAL: 100 4,100 4,000 0 9,700 CY CY CY RCE __ _ EXP,----DATE CY CY REVIE'w'ED BY• CARLSBAD MUNICIPAL WATER DISTRICT ROBERT J./;;;;¢ 3/ve/ l---+----+-----------t---t--+---t----1 I SHE,ET I CITY OF CARLSBAD I SHE3ETS I ( ENGINEERING DEPARTMENT -----~================~ GRADING PLANS FOR: DATE DEPUTY CITY ENGINEER R.C.E. 33698 EXP. 8-30-06 PREPAll'ElJ Br. DRC ..Jll)e!!)~~!g ~~f!~~~~nl~ lit.. 8175 EAST KAISER BOULEVARD !!!~!!..!!..:!!!~--I. ANAHEIM HILLS, CA 92808 (714) 685-6860 CARLSBAD VILLAGE SELF-STORAGE 3235-3265 TYLER STREET APPROVED LLOYD B. HUBBS &r 1---1--+-----------+---+---+---l--lL&~~ef~-urG~-g_~vr;.~~~•Ett'.·1-~-~/W~3 1---,1---+,,---------------t---+---t---,---t CITY ENGINUC PE2i!B9ExP. 12/31705 ~ DATE /1\ OWN BY: ~~~ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: B:>.:S:::: RP01-09 402-SA 011-IER APPROVAL Cl'TY APPROVAL RVWD BY: 0 ji'Jt.. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION • ," .~ ~ ~.:§' PROPOSED BUILDING ! ! t 8' 4' 4' SECTION O-D SECONDARY DRAINAGE OUTLET NOT TO SCAlE o,,1, G::,t <11, ,..'> A: 1><"'',!1 PROPOSED BUILDING s-"a "'"'r.-Of' i/ t J ""' " :rY13 ~;;-· ~ "> . / ·~--- J,, - '1~" ·t 6 ""' ,/ 4 D.lOII "T 319.74" .--~-.; SIDES AND BOTTOM LINED WITH PERMEABLE FILTER FABRIC 3' CLEANED WASHED STONE OR GRAVEL (1.5"-3.0") 6°-12• SAND FILTER FRENCH DRAIN DETAIL NOT TO SCAlE I . ')J'+ / ct PINE AVENUE ( ..... :t:• ,:-: ·~ ·"t' ~~ EXIRA DEEP FOOllNG P£R PIAN VARI 5 MIN. VARIES 2' ,~ ;; ~ SWALE O 1111: MIii, GIWllENT SECTION A-A NOT TO SCALE 4' VARIES BUILDING •e-2• PROPOSED BUILDING i I PROPOSE!) BUIL.DIIIG · .. :t.· ,,_ -~ '\. EXIRA DEEP FOOllNG P£R PIAN ._ ,_•t:: -,: ·.;, ·, VARI 5 MIN. I t:~L~--_"'."". ..... , .:,_: . SECTION 8-8 NOT TO SCALE '- VARIES 5' MIN. r : -.-·, ·...:·:..- EXISTING GROUND ~-- -~ ------·-----EXIRA DEEP FOOTING PER ii! SI.OPE • -~ 1.0X ~ ! I J' 1 5' 1 5' . <t WALNUT AVE . 41 1/2" ---~ I .. ' • -"' -, . • • . . . ·., ~-. "' I 0 ;5' V-GUTTER DETAIL NOT TO SCALE PREPAHEZJ BY: DRC 4 ne!!'~!~! ~~~~~!nl!8t 8175 EAST KAISER BOULEVARD ANAHEIM HILLS, CA 92808 (714) 685-6580 DATE INl11AL ENGINEER OF WORK SECTION C-C NOT TO SCALE CONSTRUCTION NOTES; 0 CONSTRUCT CURB RAMP PER APWA STD PLAN NO. 111-2 CASE B, TYPE 1 (OMIT RETAINING CURB). ® CONSTRUCT CURB ONLY (6" C.F".) PER SDRSD STD. PLAN NO. G-1. 0 CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD STD. PLAN NO. G-7. © CONSTRUCT 3' WIDE PCC RIBBON GUTTER PER DETAIL ON SHEET NO. 2. ® CONSTRUCT CONCRETE PAVEMENT 4" THICK WITH #4 BARS 12" x 12" O.C. ® INSTALL 6° DRAIN PIPE (HOPE OR APPROVED EQUAL). Pl.AN 0 INSTALL GRATING CATCH BASIN PER APWA STD. PLAN NO. 304-2 (W=2'-11r). ® INSTALL 24" x 24" COMBINATION GRATE INLET & FILTER (FOSSIL FILTER MODEL FB-24 CATCH BASIN WITH BOTTOM OUTLET OR APPROVED EQUAL). ® INSTALL DRAIN INLET FILTER, FOSSIL FILTER, FF -2436. @ INSTALL B" DRAIN PIPE, HOPE OR APPROVED EQUAL. @ INSTALL FRENCH DRAIN PER DETAIL ON SHEET NO. 2. @ INSTALL 12" x 12" AREA DRAIN, NOS OR APPROVED EQUAL. GRAPHIC SCALE SECTION E-E NOT TO SCAlE I / I OVEREXCAVATION DETAIL NOT TO SCALE 'j __ .. .. 1 ____ __,I ( IN Fl!ET ) 1 Inch • 20 ft. 0 AS BUIL T0 ~ESS/~ ~ y,. ~-Wilt, ~ er; ~ ~-',.. &o:c: ult RCE EXP, ~ ~ No. 43179 ~ * EKp, OJ-J1-04 * REVIE'w'ED BY• "' ~ r C/y\\. ~ -,~ tf <' O, c~LI~ INSPECTOR I SH~ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: DATE DATE I SH~TS I CARLSBAD VILLAGE SELF-STORAGE 3235-3265 TYLER STREET ' APPROVED LLOYD B. HUBBS 6' r 4-tirt4 ~ kt:Z~oU v-';/,:, .:1 CITY ENGINEE PE 2388✓EXP. 12131705 DATE /l\ DWN BY: I I DRAWING NO. DATE INl11AL DATE INl11AL PROJECT NO. REVISION DESCRIPTION CHKD BY: RU: RPO1-O9 OTHER APPROVAL CITY APPROVAL RVWI) BY: l:IEJ.. 4O2-6A " EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRE:D, CONTACT BILL MAHLSTA 1D AT (949) 283-9893. 2. EQUIPME:NT 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 CONV£NIENT LOCATIONS TO FACILJTA TE RAPID CONSTRUCTION W TEMPORARY D£VIC£S WH£N RAIN IS £MINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOV£D OR MODIFIED WITHOUT THE APPROVAL OF TH£ ENGIN££RING INSP£CTOR. 4. TH£ CONTRACTOR SHALL R£STOR£ ALL £ROS/ON CONTROL D£VIC£S TO WORKING ORD£R TO TH£ SA TISPACTION OF TH£ CITY £NG/NEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CON11?ACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE R£QUIR£D BY TH£ CITY £NGINE£R DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFOR£$£EN CIRCUMSTANCE:$ WHICH MAY ARISE:. 6. TH£ CONTRACTOR SHALL BE: R£SPONS/8L£ AND SHALL TAKE N£CESSARY PRECAUTION$ TO PREV£NT PUBLIC 11?ESPASS ONTO AREAS WH£R£ IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CON11?0L MEASURES PROVIDED PER THE APPROV£D GRADING PLAN SHALL BE /NCORPORA TED HEREON. 8. GRADED AREAS AROUND THE PROJE:CT PERIM£TER MUST DRAIN AWAY FROM TH£ FACE: OF $LOP£ AT TH£ CONCLUSION W EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE: D£VICE:S SHOWN SHALL BE IN PLACE: AT THE END OF EACH WORKING DAY WH£N THE FIVE: (5) DAY RAIN PROBABILITY FORECAST EXCE£D5 FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL B£ REMOV£D AFTER £ACH RAINFALL. 10. ALL GRAV£L BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 11. SHOULD GERMINATION W HYDROS££DED SLOP£$ FAIL TO PROVIDE £F'F"E:CTIV£ COVE:RAG£ OF GRAD£D SLOP£S (90% COV£RAG£) PRIOR TO NOV£MB£R 15, TH£ SLOPES SHALL BE STABILIZED BY PUNCH S11?AW INSTALLED IN ACCORDANCE: WITH SECTION 35.023 OF TH£ EROSION AND S£DIME:NT CON11?0L HANDBOOK OF THE D£PARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION $HALL BE INSTALLED AND MAINTAINED AS REQUIRED IN S£CTION 212 OP THE STANDARD SP£CIFICA TIONS AND TH£ FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO V£RTICAL) OR STE:EPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJAC£NT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLA TTE:R THAN 6: 1 WHE:N ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROV£MENTS(CON511?UCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE: ANY SPECIAL CONDITION IOENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE: FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRAD£D 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE 818$ OR A CONV£NTIONAL SYSTEM OF LOW PRECIP/TA TION SPRINKLER HEADS PROVIDING 100% COV£RAG£. b. GREATER THAN B FEET IN HEIGHT SHALL BE WATERED BY A CONV£NTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COV£RAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL 8£ /RR/GA TED AS APPROV£D BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEV£LOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS W THE PROPOS£D SYSTEM. 3. IRRIGATION $HALL MAINTAIN THE MOISTURE LEV£L OF THE SOIL AT THE OPTIMUM LEV£L FOR TH£ GROWTH OF THE HYDROS£EDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO L£5S THAN: o. 20 lbs. PER ACRE OF ROS£ CLOV£R b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNIA d. 4 lbs. PER ACRE OF ACHILL£A MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. IT£M$ c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTE:D ON LOCATIONS WHERE THE AREA BEING HYDROS£EDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. IT£M o OF THIS SUBS£CTION MUST BE INOCULATED WITH A NITROGEN FIXING BACT£RIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROS££DING. I. ALL 5E£D MA T£RIALS SHALL BE TRAN5PORT£D TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. ). NON-PHYTO-TOXIC WETTING AGENTS MAY B£ ADDED TO THE HYDROS£ED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RAT£ 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 US£D IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE S7R AW IN TO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, VtlTH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROS£EDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: o. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIEN1l Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE:. 2. CONDITIONING THE SOILS SO THAT IT /$ SUITABLE FOR PLANTING BY: o. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED S£ED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COV£RING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS P£RMANEN1l Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 1 I \ J ) "' ) ~,, '⇒ ' ( ' ,, 1~ ) > lj C ,<.' ~ ·< .• ~1 \', EXISTING GROUND I 14'MIN. GRAV£L A <11, n -Fv SLOPE 7];;- I 4-i .6 !N\:. ~ . ,· ~Jf;:'' ' a• MIN. PROFILE PLAN PUBLIC RIGHT-OF-WAY PROVIDE APPROP IA TE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY ..j:i.-JJ "~ --.+ .I LEGEND DESCRIPTION QUANTITY STABILIZED CONSTRUCTION ENTRANCE I 11'1 GRAVEL BAGS 1oti Ill\ STABILIZED CONSTRUCTION ENTRANCE ,. ' Ii , -I i '. I / I V \,{._ \. "'\ R/W ;:f¾, ~, . :i ,, "f'' SYMBOL ) cx:x::x:x::x::x i -~ ·; '1 ---! ' I ft WALNUT AVE. ERdSION CONTROL NOTES: @ PLACE GRAV£L BAGS 1 COURSE: HIGH @ INSTALL STABILIZED CONSTRUCTION ENTRANCE PER BEST MANAGEMENT PRACTICES -ESC24 AND DETAIL ON SHEET NO. 3 SEE SWPPP PREPARED FOR THIS PROJECT STACK GRAVEL BAGS 1 COURSE HIGH X T (Ec 1) GRAVEL ~~s~ DETAIL RCE __ _ EXP, ___ _ REVIE'wED BY• INSPECTOR DATE DATE l----f---+-----------+-----+--+---+-----1 I SH3EET I CITY OF CARISBAD I SHE3ETS I ENGINEERING DEPARTMENT ;=::::::::::.:::::=========-===: 1---+----+----------------+---+---+---+-----1 GRADING PLANS FOR: fl\ DA TE INITIAL DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION ornER APPROVAL DA TE INITIAL CITY APPROVAL CARLSBAD VILLAGE SELF'-STORAGE 3235-3265 TYLER STREET APPROVED LLOYD 8. HUBBS , r 4,c( ,~~~ ~/.,/-~ CITY ENGIN~PE 238 EXP.12/31/05 'DAlE OWN BY: I PROJECT NO. I DRAWING NO. ~~ :~\}tE . RP01-09 . 402-6A