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HomeMy WebLinkAboutDWG 433-1A; PD 05-09; STEWARD RESIDENCE; 01-04~ C ~ • C• 0 . 0 0 0 ~ ! 5 (; / GRAi>lNG NOTES (IN ADDITION TO /HE 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 WAI\.£ ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAJN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT REL/£\,£ THE DE\.£LOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTI.Y 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 CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERM/TTEE'S POLICY IN THE MINIMUM AMOUNT OF $1.000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING TH[ POLICY MUST HA VE A RA TING OF •A• AND A SIZE CATEGORY OF CLASS VAS [STABLISHED ~X "El($~• KfY RATING (iJJ/[)£. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF TH[ UNIFORM BUILDING CODE:, RETAJN/NG WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL Bf COMMENCED UNTIL ALL PfRMITS HA VE BE[N 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 P[RFORMED UNTIL TH[ PROPERTY O'Ml[R'S PfRMISSION HAS BEEN OBTAJNED 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 TH[ APPROPRIATE SHEET OF THE PLANS AND THE TITI.E SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME TH[ PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE RfVISED TO REFLfCT 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 WI THIN CITY EA SEMEN TS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHE[T, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT lt1LL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DA \'S OF THE COMPLETION OF Fl[LD TESTS. 13. A SOILS COMPACTION R[PORT AND COMPLJANCE VER/FICA TION R[GARDING ADHERENCE TO RECOMMENDATIONS OU TUNED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UND[R THE DIRECTION OF A PROFESSIONAL ENG/NE[R OF THE STA TE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS . AND THE • EARTHWORK SPEC/FICA TIONS • A TTACHE:D TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BfG/NNING OF WORK AND SHAIL BE ATTENDED BY ALL REPREStNTADVfS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK (438-3891) AT LEAST FIVE(5) WORKING DA\'S PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCH[DULJNG. THE GRAD/NG PERMIT WILL 8[ PROVID[D BY THE PROJ£CT INSP[CTOR AT THE M[ETING. 15. Al I INSPECDON REQl/fSTS 011-IER UIAN FOR PRECONSTRUCVON MFEVNG WI/! B£ MADE BY CAIL/NG THE ENGINE[RING 24-HOUR INSP£CVON REQUEST LINE AT (760) 438-3891./NSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECnONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTrR 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DA \'S LATER. 16. THE O'MIER AND/OR APPLICANT THROUGH THE DEVELOP[R AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOL[L Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH 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 TRENCH OR TRENCHES OR DURING THE PIP[ /NSTALLA noN THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN D[PlH AND APPROVED BY THE CITY [NG/NE[R AND/OR CONCERNED AGENCY PRIOR TO [XCA VA TION. IF THE PLAN VARIES FROM THE SHORING S\'STEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITI.E §_ CALJFORNIA ADMINISTRA Tl\.£ CODE. THE PLAN SHALL BE PR[PARED BY A REGISTERED ENGINEER AT THE CONTRACTORS [XPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE P[RFORMED UNTIL A VALID BLASTING PERMIT HAS BE[N OBTAINED FROM THE CITY OF CARLSBAD. SUBIT APPL/CATION FOR BLASTING PERMIT WE'LL IN AD VANCE OF 1Hf SCHEDULING OF BLAS11NG OPERA 110NS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS lt1LL CEASE IMMEDIA il Y. AND THE PERM/TT££ >11LL NOTIFY THE CITY ENGINEER. OPERATIONS lt1LL NOT RESTART UNTIL THE PERM/TT[£ HAS RECEIVED WRITTrN 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 TRUCKS. EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BET',\ITN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY .THRU FRIDAY AND NO EARTHMOVING OR GRADING OP[RA TIONS SHALL BE CONDUCTED ON 'M:EKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGIN[ERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENG/N[ER FOR APPROVAL TWO FULL WORKING DA\'S PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT. A SITE APPROVED BY TH[ CITY [NGINITR. mr CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJAC[NT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TR[ES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN TH[ PONDING OF WATER IS NOT PERMITTED. ALL EARTH[N 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 CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGIN[ER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS S[CTION. 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 Cl TY [NG/NEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSE[DEO WITHIN TEN (10) DA \'S OF TH[ TIME WHEN [A_CH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLJSHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO.=~--• AND/OR AS D/R[CTED BY THE CITY [NGIN[ER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE TI-IAT ALL CONTRACTORS SHALL COORD/NA TE THE WORK OF THESE GRADING PLANS WI TH /HAT SHO'MI ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE lt11H THE LANDSCAPE MANUAL TIME REQU/R[MENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCR[T[ PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 75• PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED Willi 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE ME[TS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TW[NTY FEET OF BUILDING OR STR[ET AREAS AND REPLACED WITH PROPfRLY COMPACTED SOILS. IN OTHER AREAS TH[ PIPE >11LL BE PLUGGED f\!TH CONCRETE OR REMOVED AS APPROVED BY THE Cl TY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL [X/STING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTI.Y 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 DA \'S PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COOROINAT[ THE WORK WITH A COMPANY REPR[SENTATIVE. UNDERGROUND S[RVICE ALERT SDG&E PACIFIC BELL ADELPHIA CABLEVISION CITY OF CARLSBAD(STREETS & STORM DRAIN) *CITY OF CARLSBAD{SEWl:R,WATER & RECLAIMED WATER) *LEUCADIA COUNTY WATER DISTRICT • VALLECI TOS WA TrR DISTRICT *OLIVENHA/N WATER DISTRICT • BUENA SAN/TA TION DISTRICT *AS APPROPRIATE 34. PERMIT COMPLJANCE REQU/R[MENTS: 1-800-422-4133 (760) 438-6200 (760) 4B9-3441 (760) 931 -7000 (760) 602-2720 {760} 438-2 722 (760) 753-0155 (760) 744-0460 (760) 753-6466 (760) 726-1340xlJ74 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:. 8. 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 R[PORT BY SUP[RVISING GRADING [NGINE[R STA TING ALL GRADING IS COMPLETr. ALL EROSION CONTROL, SLOPE PLANTING AND IRR/GA TION ARE INSTALL[D IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY [NG/NEERING D[PARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMM[NDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANS/1,£ QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STA TrMENT BY TH[ SOILS [NG/NEER /HAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQU/RrMENTS AND · RECOMM[NDATIONS OUTI.INED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPL[M[NTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING P[RMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YfAR 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 TITI.ED "PRrLIMINARY SOIL AND GEOTECHN/CAL INVESTIGATION PARCELS A, 8, C: 260-20-03-04-05 ADAMS STREET CARSLBAD, CALIF. DA TED AUGUST 10, 1998 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE fl! TH THE RECOMM[NDATIONS AND SPECIFICATIONS CONTAJNED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM Tl1£ ENGINEER OF WORK FOR THIS PROJECT, /HAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJ£CT AS D[FINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONS/STANT f\!TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: SOWARDS & BROWN ENGINEER/NG, INC. ADDRESS: 21B7 NEWCASTI.E AVENUE SUITE 103 CITY. STATE: CARDIFF-BY-THE-SEA. CALJFORNIA 92007 BY: ---!~~w"j,-f-._A,~~~ 5 -..:!;'-cB.,;~!b,;-i-::--,..._,....,_~..,.__,1'---~·• -..}_) ___ DA TE: R.C.E. NO.: 36190 ------------ REG!STRA TION EXP/RATION DA TE: 6/30/08 SOILS ENGINEER'S CERTIFICATE /, RALPH M. VINJE , A REGISTER[D GEOTECHNICAL [NGIN[[R OF TH[ STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN /HE FIELD OF APPLIED SOILS MECHANICS, . HEREBY CERTIFY Tl-IA T A SAMPLING AND STTJDY OF TH[ SOIL CONDITIONS PREVAL[NT WITHIN /HIS SIT[ WAS MADE BY M[ OR UND£R MY DIRECTION ON AUGUST 10, 1998 TWO COPIES OF THE SOILS R£PORT COMP/L[D FROM THIS STTJDY, WllH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFIC[ OF THE CITY £NG/N[[R. NO.: 863 LICENSE EXP/RATION DA TE: OWNER'S CERTIFICATE I (WE) H£REBY C£RTIFY THAT A REGISTERED SOILS ENGINE[R OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADV/S[ ON /HE COMPACTION AND STABILITY OF THIS SITE. . ~~ NAME DATE I I I I I I I I I I I / I I I I I I I I I I I I KEY MAP CITY OF OCEANSIDE \iiGHWAY ;>9 ,.,__<J VILLAGE DR!VE ~---. 4>'" 0 ✓, /, I '( ~.,__~ C-41'11,vO SITE ENCINITAS VACINITY MAP NTS LEGAL DESCRIPTION NTS CITY OF VISTA CITY OF c.--,,-,.4SAN MARCOS THE EASTERLY 75 FEET OF LOT 6 IN BLOCK "D" OF BELLA VISTA, IN THE CITY OF CARLSBAD, COUNTY OF SAN D/[GO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF Na.: 2152; FILED MARCH 7, 1929 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. THE f\fSTERLY LINE OF SAID PROPERTY BEING PARALL[L flllli THE EAST[RLY LINE OF SAID LOT 6, SAID 75 FEET BEING MEASURED AT THE RIGHT ANGLES FROM, THE EASTERLY LINE OF SAID LOT. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY STANDARD SURVEYING METHODS FROM INFORMATION GATHERED ON FEBUARY 4, 2004. BY SOWARDS .t: BROWN ENGINEERING. TOPOGRAPHY SHOWN HER[ON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCH NUMB[R(S) 206-200-05 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 354 E 1655 BENCH MARK DESCRIPTION: LOCATION: RECORDED: [LEVATION: CHISELED CROSS ON HEAD WALL 0 CORNER OF INIERSECnON OF PARK DR/',f AND HILLSIDE DR/',f IN THE CITY OF CARLSBAD 7/!.512' DA WM: USC ,t G.S. JOB NO. 04-009 6/2J/06 REVISED: ,,14'.t-(, SOWARDS & BROWN ENGINEERING CONSULTING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 103 CARDIFF BY THE SEA, CA., 92007 TEL 760/436-8500 FAX 760/436-B603 ' ' ' ' ' ' ' ' ' ' ' SHEET INDEX 1 TITLE 2 NOTES AND DETAILS 3 GRADING PLAN 4 EROSION CONTROL PLAN / STORM WATER MANAGEMENT PLAN EARTHWORK QUANTITIES cu~---=36=o __ cy FILL: 800 CY IMPORT· 440 Cy REMEDIAL: 2700 CY /1\AS-&/ILT DATE INITlAL ENGINEER OF WORK REVISION DESCRIPTION -~-,-_, -.. ~ - 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 PLANnNG OF PERMANENT LANDSCAPING AND PR[PARA TIDN 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, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES Cl TED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUM[NTS, 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. 5. 6. 7. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GRE[N BOOK). SOILS REPORT AND RECOMMENDATIONS BY VINJE AND MIDDLETON ENGINEER/NG INC. DA TED: AUGUST 10, 1998, AND UPDATED JUNE 14, 2006 Tl-IE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. CALJFORNIA COASTAL COMMISSION D[VELOPM[NT PERMIT CONDITIONS CDP 6-04-161 DA TED: JANUARY 12, 2006 . 8. STORM WATER MANAGEMENT PLAN (S. W.M.P.) PREPARDED BY SOWARDS & BROWN ENG. INC. DA TED: MARCH 27, 2006 . 9. THE CALIFORNIA STORM WATER QUALJTY ASSOCIATION (CASQUA), STORM WATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STA TE OF CALJFORNIA, DEPT. OF TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (B.M.P.) MANUAL. DESCRIPTION LEGEND DWG.NO. SYMBOL SUBDIVISION BOUNDARY NEW LOT LJNE LOT NUMBER PAD ELEVA //ON DA Y/.IGHT [XISnNG CONTOUR [X/SnNG SLOPE CURB & GUTTER PER ORA 'WING No. LOT 5 PAO JJB.O ..----)l ~---..__ --ll - -- --350-- - - ,-------7 L _______ _J --~[JfQ]>----- J61.9~ • SIDEWALK PER DRA 'WING Na. PROPOSED CON TOUR PROPOSED ELEVA nON PROPOSED SLOPE ,.GS14 2:1 ~---~ RETAINING WALL PER SEPARATE PERMIT v77777t7777t) RETAINING WALL CONCR[TE HARDSCAPE PER PLAN, C-1, C-J BY SEPARATE PERMIT CONCR[Tf STAIRS 11-26 CONCRETE HARDSCAPE G-7, G-9, G-10 KEYSTONE GRAVITY WALL PER PLAN KEYSTONE GRAVITY RET.-WALL w/ PLANTER PER PLAN RIP-RAP ENERGY DISS/PA /ER " D-40 HEAD WALL D-32 PRIVATE 12"x12' CATCH BASIN BY 'BROOKS' PR/VA TE STORM DRAIN CLEANOUT, TYPE '8' S-3 PR/VA Tr PVC STORM DRAIN PIPE. (LESS THAN 12• DIA) SOR 35 ONS/T[ DETF:NS/ON BASIN P[R PLAN REMO',f & REPLACE WOOD FENCE r i !IJIJIJIJH f' .. • .. ·' .. -.... I f?;;<ZZ0'.:>1 l<M: ,2'.':?',0")1;'1 U~:l'' ~&/: .. ~·?] ~ ~ =====§l==== O===== c::J -x-x-x-x- NOTE : ALL STANDARD PER SAN DlfGO REGIONAL STANDARDS (SDRSD) UNLESS NOTED OTHERWISE " AS MODIFIED BY TH[ CITY OF CARLSBAD STANDARDS. P~~~EPARTMENTnA~:;:~ "AS BUILT" \J -~~:.._ -.1 V ~ (SIGNED) .EXP. ~( ~(co NINGDIRE,~ RCe¼l< 0 - ~-~0ATB:"\ /2.ojd.,:, R=~ (SIGNED) RECOl!IIENDED ev, e V"i'Vl e..\l'LJ r (. s ~~ • • (PRINT NAllE) INSPECTOR QUANTITY 2070 SF 0 LF 1 EA 0 LF 40 SF 835 SF J CY 2 SF 7 EA 4 EA 295 LF 1 [A JO LF fl\ t;/f(d} DATE s/1/41 DATE I SHlET I CITY OF CARLSBAD I SH4TS I ENGINEERING DEPARTMENT GRADING PLANS FOR: STEWARD CUSTOM HOME ----------ADAMS STREET APN: 206-200-05 APPR~D CiRAD C. HAMMANN Bt:./L-;<r:cJJ6<a1 wr:]1.•ll-'0:.1/d' CITY ENGINEER PE 33069 EXPIRES 6/30/08 DATE DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: NB--PD 05-09 OlHER APPROVAL Cl1Y APPROVAL RVWD BY: 433-lA , __________ ...., ____________________ ..,.. ______________________ ...., __ , ... ..,,.~.---------------------------------------------------------------------------------------------------------~ EROSION CONTRa. N01fS: I. IN CASE fMERGENCY WORK IS REQUIRED, CONTACT: TOM JONES AT (760) 815-1211. 2. EQUIPMENT ANO WORKERS FOR £MERGENCY WORK SHAU. Bf MADE AVAILABLE AT AU. TIMES DURING THE RAINY SEASON. All. NECESSARY MATfRIALS SHAU. Bf STOCKPILEO ON SIT[ AT CONVfNIENT LOCATIONS TO FACIUTATf RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHAU. NOT BE MOVED OR MODIAED WITHOUT THE APPROVAL OF THE ENG/NffRING INSPECTOR. •• THE CONTRACTOR SHAU. RESTORf All. [ROS/ON CONTRCN. DEVICES ro WORKING OROfR ro THE SATISFACTION OF THE CITY ENGJNffR AFTER EACH RUN-OFF PRODUCING RA/NfAlL 5. THE CONTRACTOR SHAU. INSTAll. ADDJnONAL EROSION CONTRCN. MEASURES AS MAY Bf REQUIRED BY THE CITY ENGJNffR DUE ro UNCOMPLETfD GRADING OPERA nONs OR UNFORfSffN CIRCUMSTANCES WHICH MA y ARIS£ 6. THE CONTRACTOR SHAU BE RESPONSIBLE ANO SHAU TAKE NECESSARY PRECAUTIONS TO PREVENT PUBUC TRESPASS ONW AREAS WH[RE IMPOUNDED WA TfRS CREA 1[ A HAZARDOUS CONOJnON. l. AU. EROSION CONTRCN. MEASURES PROVIDE PER THE APPROVfD GRADING Pl.AN SHAU BE INCORPORA TfD HEREON. 8. GRADED AREAS AROUND THE PR0£CT PERIMETER DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. AU. REMOVABLE PROTfCTIVf D£WC£S SHOWN SHAU BE IN PLACE AT THE END OF EACH WORKING DAY WHfN THE A',£ (5) DAY RAIN PROBABIUTY FORfCAST EXCEEDS FORTY PERC£/IT (40X) SILT ANO OTJ-l[R DEBRIS SHAU. Bf RIJIOVED AFTfR EACH RAINfAlL la AU. GRA't£L BAGS SHAU BE BURLAP TYPE flllrl 3/4 INCH MINIMUM AGGREGATE. 11. SHOUW GERM/NATION OF HYDROSEEDED SLOPfS FAIL TO PROVIDE EFFECT!',£ COVERAGE OF GRADED SLOPfS {90% C0',£1/AGE) PR/OIi TO NO'AJJBER 15TH. THE SLOPES SHAU. BE STABILJZEO BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF 11-1£ EROSION ANO SEDIMENT CONTRll. HANDBOOK OF TH[ DEPARTMENT OF CONSERVATION, STA If OF CALJFORNIA TEMPORARY EROSION CONTRa. Pl.ANTING AND IRRIGATION. AU. PERMANENT ANO TEMPORARY EROSION CONTRCN. Pl.ANTING AND IRRIGATION SHAU. Bf INSTALLED AND MAINTAINED AS REQUIRED IN SEcnoN 212 OF TH[ STANDARD SPECIF/CA nONS ANO 11-1£ F0/1.0f!ING. A. HYDROSEEDING SHAU. BE APPLJEO Ta 1. AU. SLOPES THAT ARE GRADED 6: I (HORIZONTAL TO ',£//TICA/.) OR STEEPER WHEN THEY ARE: A THREE FEET OR MORE IN HEIGHT AND ADJACENT TD PUBUC WAil. STREET. 8. All. SLOPfS FOUH FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLA T1fR THAN 6: I WH[N ANY OF THE F0/1.0IIING CONDJnONS EXIST: A NOT SCHEDULED FOR IMPROvfMENTS {CONSTRUCTION OR GENERAL LANDSCAPING) f!ITHIN 60 OMS OF ROUGH GRADING. 8. IDEN11FIED BY THE PARKS AND RECREATION DIRECTOR AS HIG/11..Y VISIBLE TO THE PUBUC. C. HA',£ ANY SPECIAL CONDITIONS IDENTIFIED BY THE CITY ENGJNffH THAT WARRANTS IMMED/Alf TREATMENT. 8. HYDROSEEOED AREAS SHAU. BE IRRIGA TfD IN ACCORDANCE WITH THE FOLLOIIING CRllfRIA: I. AU. SLOPES /HAT ARE GRADED 6: I OR STfEPEll AND /HAT ARE: A THREE TO EIGHT FEET IN HEIGHT SHAU. Bf IRRIGATED BY HANO WAlfRING FROM QUICK COUPLER/HOSE BIBS OR A CONVENTIONAL SYSTfM OF LOW PRECJP/TA TION SPRINKLER HEADS PROVIDING 100% COVERAG£ 8. GRfATER THAN 8 FEET IN HEIGHT SHAU. BE WATERED BY A CONvfNTIONAL SYSTfM OF LOW PREC/PITAnON SPRINKLEll I/EADS PROVIDING 100% CO'tf:RAGE. 2. AREAS SLOPPED LESS THAN 6: I SHAU. BE /RR/GA TfD AS APPROVED BY THE CITY ENG/NffJI, PR/Off TO HYDROSEEDING. THE DE'VEI.OPER SJ/All. SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA nON TO 11-1£ CITY ENGINEER. THE PROPOSAL SHAU BE SPECIFIED REGARDING TH[ NUMBEllS. TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTfM. J. IRRIGATION SHAU MAINTAIN TH[ MOISTURE LEITT OF THE SOILS AT THE OPTIMUM LEITT FOHT THE GROWTH OF THE HYDROSEED/NG GROWTH. C. HYDROSEEDING MIX SHAU. CONSIST OF AU. Of 11-1£ FOLLOfllNG: 1. SEED MIX SHAU. CONSIST OF NO LESS THAN: A. 20 LBS. PEll ACRE OF ROSE CLO\(R 8. 20 LBS. PER ACRE OF ZORRO FfSCUE C. J LBS. PEll ACRE OF E SCHOOC CIA CALJFORNIA D. 4 LBS. PEll ACRE OF ACHILLE M/11.ffOLJA £ J LBS. PER ACRE OF AL YSSUM {CARPET OF SNOW) F. 1/2 LBS. ACRE OF DIMORPHOLECA G. ITEMS C. D, [ ANO F OF THIS SUBSECnON MAY BE OMITTfD ON LOCAnONS WHERE 11-1£ AREA BEING HYDROSEEOEO IS NOT VISIBLE FRO/J EITHEll A PUBUC STREET Off RESIDEN11AL STRUCTURES. H: /1[1,f A Of THIS SUBSECTION MUST BE INOCULA TfD flllrl A NITROGEN AXING BACTfRIA AND APPLJED DRY EITHER BY DRILJJNG OR 8ROADCAS11NG BEFOI/E HYDROSEEDING. I. AU. SEED MATfRIALS SHAU. BE TRANSPORTfD TO THE JOB S/1[ IN UNOPfNED CONTAINERS 11111-1 THE CALJFORN/A DEPARTMENT OF FOOD AND AGRICULTURE C[RTIACAnON TAG ATTACHED TO, OR PRINTED ON SAID CONTAINE/15. J. NON-PHYTO-TOXIC flfmNG AGENTS /JAY BE ADDEO TO THE HYDROSEED/NG SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE I MULCH APPUED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACR£ TYPE 6 MULCH (S111AW} MAY BE SUBTITUEO, AU. OR PART. FOR HYDRAUUCA/1.Y APPUED ABER MATfRIAL WHEN STRAW IS USED IT MUST BE ANCHORED TO 11-1£ SLOPf BY MECHAN/CA/1. Y PUNCHING NO LESS THAN 50% OF THE STRAW INTO 11-1£ SOIL .l FERnLJZER CONS/SnNG OF AMMONIUM PHOSPHAT[ SULFAT[, 16-20-0, Wllrl 15% SULJ'HUR APPUED AT THE RA TE OF 500 LBS. PEH ACRE. D. AREAS TO BE HYDROSEED/NG SHAU. BE PREPARED PRIOR TO HYDROSEEDING BY: I. ROUGHENING 11-1£ SURFACE TO BE PLANTfD BY ANY OR A COBINA110N OF: A TRACK WALKING SLOPES STffPER THAN 6: 1. 8. HARROWING AREAS 6:1 OR FLATTER THAT ARE sumc1£Nn.Y FRIABIL C. RIPPING AREAS THAT 11111. NOT BREAK UP USING /TfMS A OR 8, ABO'<£. 2. CONDIT/DING TH[ SOILS SO THAT IT IS SUITABLE FOR PLANnNG BY: A Al)JUS11NG THE SURl'ACE SOIL llOISTURE TO PROVIDE A DAMP BUT NOT SA TURA TfD SEED /JED. 8. THE ADDITION OF SOIi. AMENDMENTS, PH ADJUSTMENT. LEACHING OR COVERING SALJNE SOILS TO PROVIDE VIABLE CONDITIONS FOH GROWTH. £ HYDROSEED/NG AREAS SHAU. BE MAINTAINED TO PROVIDE A VIGOUHS GROWTH UN/n. 11-1£ PROJECT IS PERMANENn. Y LANDSCAPE OR, FOR AREAS HRE HYDROSEEDING IS THE PERMANENT LANDSCAPE/NG, UNTIL THE PROJECT IS COMPLETfD AND AU. BONDS RELEASED. ROOF DRAIN TO DENTENTION llf/1. NO. 1. ROOF DRAIN TO DEN1£N110N lllli NO. I. ONS/ 1[ DRAIN DETfN110N SYSTfM TO INFIL TRA /ION SYST[l,f llfl.L I. DENTENnON flfLL NO. I. SPECIAL NOTES: I. EXTfR/OR CONCRETE SLABS ON GRADE SHAU Bf 4• THICK O'tf:H 4• CLEAN SAND. REINFORC£ MTH NO. J BAHS O 18" 0/C BOlrl WAYS O M/0--PO/NT OF SLAB. USE 520-C-2500 CONG. CONCRElf JOINTS AND STONE PA '<£RS PEIi ARCHITfCT. 2. BOTTOM OF WAil. ELEVA nONs SHOWN H[REON MAY VARY DURING CONSTRUCnON DU[ TO SOIL [NG/IIEERS AELD TfSTS AND RECOMM[NDA nONS. .l WAil. DRAINS SHAU BE CONNECTED TO PR/VA If STORM DRAIN SYSlf/J SHOWII HEREON. 4. UNLESS NOTED OTHERfllSE, PR/VA If CATCH BASINS TO BE EITHEH 6' DIA. A TR/UM GRATES BY 'NDs' LOCATfD IN PLANTER AREAS OR 12' SQUARE CATCH BASINS BY 'NDs' LOCATfD IN LAlm AREAS. REFER TO LEGEND ON SHEET I. 5. AU. STORM DRAIN PIPE TO BE 6' MIN PRIVA If PVC (SOR 35) 0 1% MIN., UNLESS OTHERWISE NO TfD REFER TO Pl.AN FOR PIPE SIZED d: S!.OPfS. 6. BUILDING DOWIISPOUTS TO BE CONNECTED TO PR/VA If STORM DRAIN SHOWN HEREON WITH 4• PVC {SDH 35} 0 1% SLOPE, MIN. Z WATER SERVICE TO BE EXTfNDEO FROM EXISTING AIAIN IN ADAMS STRffT TO NEW 5/8' METER PEll SORSO 11'-I ANO TO RESIDENCE: Wllrl SCHEDULE 40 PVC HAVING 24' COVfff (MIN.) d: AS REQUIHED BY THE CITY OF CARLSBAD. 8. SEM:R LA TfRAL TO BE EXTfNDED FROM EXISTING S[flf/lMAN HO/.£ No. 19 PER PLAN TO NEW HES/DENCE flllH 4 • DIA. PVC {SOR 35 MIN.} 0 2% SLOPf fl! Ir/ 36' COVfff d: AS flfQUIRED BY 11-1£ CITY OF CARLSBAD. 9. STORA/ DRAIN Ci.EANOUTS SHOWN HEREON SHAU. BE 4• DIA. PVC PER SDHSO S-J, TYPE 'FJ' DECO/IA nVE COVfff PEIi ARCH/If CT. ta PRIOR TO CONSTRUCnON, THE CONTRACTOR SHAU. OBTAIN A CITY OF CARLSBAD ENCROACHMENT PERMIT FOR ALL WORK TO BE PERFO/IJ.IED IN THE ADAMS STRffT RIGHT-IT-WAY. 11. CONSTRUCT PCC DRIOAY MIN. 5-1/2 TH/CK ON 3• CLASS II A.B. COMPACTfD TO 90% MAX DHY DENSITY, UNLESS OTHERfllSE SPECIFIED BY S0/1.S ENGINEER BASED ON OBSERVATIONS IN THE AELD. BUILDING CORNEll 14 \) RETAINING WALL PEIi SORSO C-1. CONCRETE STAIRS PER PLAN. 8' CMU RETAINING WAil. PEll PLAN. WOOD STA/HS PEIi SEPARA If PERMIT. 6" PVC STORM DRAIN O'tf:R now OU71£T PEll PLAN O 1.0% MIN. 6' PVC STORM DRAIN PEll PLAN. BW 22.J 6' PVC STORM DRAIN DETENnON llf/1. OV[ff now OU71£T PER PLAN. 17 6' r·----r-----··r--···r I i ' 1 I j j ! I j , I 1--·---;_-::_-::_-::_ __ 1-+----+··_---it_,_o•_-_-_··.1·~·-_-+-r_--_-_··_·-_2J'-+·--_··_--_--_··_··--,t~···_-_-_-·_·· _·-·_·-_· f--· ·_·· -_··_·_· ·_-·_-_.+;_-_···_49 __ 6_'·_· -+-··_·_··-_··_··_· ----i·i_·_··_-·_··_··-_-_--1t-1--, -_-_··_· -_-_· -_19"'+i __ · ·_·_·· ·.r--·-+j_··_· -_··_··_··-_· ··-*f--4'_·=.=.=.=.=._,.+·-,r-· -- I I_ II !s! §,;! ~8 co(,Q 31 s, s,;:;; a o..ili , ,,_.,, : ---+--~~+--+---·····-· -·r··--------·-···--··· . ····-··-·····r·----····--· ............. . I _. ~&,~~ ~-'to~ ~ 1 "' s, <t<J) fl.,,'),"' ,,.~ ·0 9.3{ 'I') 7.8% <,_; i ! ' ~----_5l__ - ---- -----------:g---I----- 1 52 TYPICAL SECTION ,_ ,;!, , -~·+--_,/ -------------7----- ! --0-··---.. T -----' 'l 50 ADAM STREET 15 "' ~ ,f8 DIIC No. 3Jt-5 ~ :g Ci : ~:_+----+i-· t-··-"'i __ ; ... ··-------+--- --·--··--··-··-·---. _ _l_ -~ ~J__ I_. __ ·--· 1.5' x 1.5' CONG. INLET BOX TG 18.10 IE 16.10 {OUT J 4• CRUSHED ROCK WRAPPED IN ALTER FABRIC MEMBRANE {MIRAFI 140 N OR EQUAL) UNLESS OTHERfllSE SPECJAED BY SOILS ENGINEER OR PIP£ MANUFACTUREll. I -····-·1-.. • ·--·. STEWARD RESIDENCE DRlvfWA Y CENTER LINE PROFILE HANCOR LANDMAX SUBSUHFACE DE1£NSION SYSTEM OIi EQU/VA/JIET 4' 1.0. HOPE PERFORA lfD PIP£ SCALE: l"=IO' 1/0Rl d: ',£/IT. LIMIT 100' ENVIRONMENTAL BUFFER. RETAINING WAll. PER PLAN SEE STORM DRAIN OU71£T DETAIi. -•c• SHffT 2. BIi' PER PLAN I STORM DRAIN INLET TG 20.10 IE 17.97 (IN) 6' PERFORAlfD PVC DRAIN 12' MIN. PIPE PER PLAN. · ~+.-.t-t\1/ 12· 6' MIN. J 4• ROCK WRAPPfD Wini ALTrR FABRIC +- SOCK {MIRAR 140N OR EQUAL.). 6" PVC STORM DRAIN [Xlf PIPE TO BACK DRAIN O 5' INTERVAL ALONG RET. -WALL LJMIT 100' [N,IRONMENTAL BUFFER. RETAINING WAil. PER Pl.AN. SEI DRAIN OU 71£T DETAIL -•c•. 48" I.D. REINFORCEO CONCRETf MANHOI.E MT/I J' DIA. C0',£11 STORM WATER DETfNTION, BMP TREATMENT SYSTfM. 4• PVC STORM DRAIN OU71£T PIPE PER Pl.AN. 4• PVC STORM DHAIN OU71£T PIPE PEll Pl.AN. HANCOR LANDMAX SUBSURFACE: DETfNS/ON SYSTfM OR EQUIVALNET 4' I.D. HOPE PIPE. MIN. l'-0' THICK POUROUS BEDDING, AND J 4• CRUSHED ROCK. SURROUNDING PERFORA TfD HOPE. BEDDING AND PIPE.PEll MANUFACTUREllS SPEC/FICA1EIONS. EXISTING Sllf SOIL CONDITIONS AND PIPE C0',£11. RETAINING WAJ.L BACK DRAIN PEIi SDRSD C-8. WAlfR PROOFING PfR ARCH. BW PER PLAN STORM WATER TREATMENT/ DETENnON 11£LL DETAIL-"A" AN/SHED GRADE PfR PLAN HANDCOR LANDMAX ACCESS CAP 4' DIA PEllFORA TED PIP£ , PEIi PLAN. . WATER PROOANG PEIi ARCH/lfCT. HANCOR LANDMAX SUBSURFA DETENSION SYS1fM OR EQU/VALNET 4' 1.0. HOPE PERFORA TfD PIP£ NTS 1 .1.11"\li \Oct 1-,,&'illl-O)'\"'.rl'I.T4\, ~ ... "' .. 6 .,__ CMU RETAINING WAil. PEIi PLAN. 8' IIIDE OPENING IN CMU 81..0CK WAil. 0 32' o/c CENTfRS. PER STRUCTURAL DETAILS. B II' PER Pl.AN OPEN HEAD JOINTS 0 LOMER COURSE OF BLOCK. 6~ PEIIFORATED DRAIN PIPE WRAPPED MIN. 1•-0• TH/CK POUROUS BEDDIN AND 3 4• CRUSHED ROCK. SURROUNDING PERFOIIA TfD HOPE. BEDDING AND PIPE PER MANUFACTURERS SPECIF/CA T[IONS. EXISTING SITE SOIi. CONDITIONS AND PIPE COVfff. STORM WATER TREATMENT/ DETENSION FACILITY ANO OUTLET DETAIL-"8" 6' MIN. 6' PERFORAlfD PVC DRAIN PIPE PER PLAN . J 4 • ROCK WRAPPED WITH AL 7fR FABRIC SOCK (MIRAR 140N OR EQUAL.). 6' PVC STORM DRAIN EX/f PIPE TO BACK WAll. DRAIN O 10' 1/ITERV,IJ. ALONG RET.-WAlL RETAINING WAll. BACK DRAIN PEll SDRSD C-8. WATER PROOANG PER ARCH. 4• PVC PIPE O 1.0% 0 4' o/c, 0',£1/nOW OU71£T THROUGH WAil. IJ.90 IE OUT ONE HORIZONTAL ROW OF OPEN HEAD JOINTS SET 0 GRADE. BW PEIi PLAN STORM WATER DRAIN OUTLET DETAIL -"D" NIS NTS STORM WATER DRAIN OUTLET DETAIL -"F" SECnON A-A SCALE: l"=lo' ROOF DRAIN TO c~~J--:_-=-::-__c!_..,!;-~,::_1~-:;:-:-:.__:-~~µ.~~~~ ----_ 7 DENTENTION flfLL Na 2. 1 1 I ROOF DRAIN WATER I L ____ _ STORM WATER DRAIN OUTLET DETAIL -"C" A\ NOTE: IN CASE EMERGENCY ~K JS REQIJIRED CONTACT TOM JONES O (760) 815-1211 _ _ "AS BUILT" I S2ET I CITY OF CARLSBAD I SH4TS I ~~~~. ~~ e;/4,{o? TRIBUTARY TO BMP I TREA TMENTjDETENTION / flfLLS NO. 2. DEN1£N110N SYSTEM lllli Na 2. TO ONSITE 11/ALTRAnON SYSTfM. _____ _} ROOF DRAIN TO DENTfN110N llfl.L NO. I. ROOF DRAIN TO DENTfNnON llfl.L NO. 2. ROOF DRAIN DETAIL -"E" NIS NIS BENCH MARK DES CR I PTI OW ,_~C=Hl=<.fi=IED~CR=O=SS~ON=HEA=D=W.=:.lll~O ____ _ LOCATIOW, ___ =COR=N=rJ~R=OF~IN=lfR=~=C~11=0N~OF~P~A=RK=D=R~l',£~AN=:O __ HILLSIDE DRlvf IN THE CITY OF CARLSBAD RECORDEO, ___ ~~~------~~~~- ELEVATION, ___ ~78=.5=12~' ____ DATUM, USC d: G.S. RCE ';((: 4-4.,sior ~:.01'1!/ (li-/tc::7 DAT!! . 7]:;/4--.. ~/J_/qj INSPECTOR DATE JOB Na 04-009 S•/f•O'- ~ SOWARDS & BROWN ENGINEERING• CONSULTING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 103 DA1£ INITIAi. CARDIFF BY THE SEA, CA .• 92007 ENGINEER Of WORK TEL 760/436-8500 FAX 780/436-8603 ENGINEERING DEPARThtENT GRADING PLANS FOR: STEWARD CUSTOM HOME ADAMS STREET APN: 206-200-05 A;~~0.0:./ ~RAD C. HAMMANN «i!, CITY ENGINEER PE 33069 EXPIRES 5/30/08 DATE /1\ As-/!,IJII.T DvvN BY: I PROJECT NO. I DRAWING NO. DA1£ INITIAL DA1£ INITIAL REVISION DESCRIPTION <;HKD BY: :ni.E PD 05-09 OTHER APPROVAi. CITY APPROVAL RVWD BY: 433-lA 1 092806 STORM DRAIN £ll,TA TAB/.£ UN£ DESCRIPTION LENGTI/ __l-1.,J 5• PVC fJ 46.2% (SOR 35) IJ.O' • RATED PVC PIPE 22.0' 0 4 PERFO LOO (SOR 35} PER PLAN SET @ 4• PVC PIPE (SOR 35) 27.0' PER PLAN SET LOO 0 6 • PERFORATED ~ Pl(fDR 35} PER PLAN SET L 12.5' 0 5• PVC IJ 2.0% (SOR 35} 20.0' Jll 5• PVC fJ 2.0% (SOR 35) 19.5' © 5• PVC IJ 2.0% (SOR 35} 19,0' 0 5• PVC fJ 2.0% (SOR 35} 11.5' © 6" fVC IJ 1.0% (SOR 35) 9.5' © 6" PVC fJ 2.0% (SOR 35} 25.0' @) 6" PVC fJ 2.0% (SOR 35} 16.0' ® 6" PVC fJ 2.0% (SOR 35) {0' CONCRETE STAIR TO TOP OF KEYSTONE WALL CONNECT TO FABRICATED SWRCASE PER DETAIL SHEET 2. TW 41.5 END RETAINING WALL 'M Tl/ RAILING PER Sf PARA TE PERMIT. TW 51.7 BW w.o BEGIN RETAINING WALL PER SDRSD C-I. TW 41.5 BW 36.J i FABRICA TEO STAIRCASf TO MATCH 9f/ADE fJ CONCRETE STAIR. • NOTf:: INS TO BE DIRECTED TO RUNOFF FROM ROOF™o:~T I STORAGE FACILJTIES STROM WATER TREA PER DETAIL "£" ON SHEET 2. ~~---I 8• CMU HEADWALL PER SDRSO 0-30 TYPE 'A" ,, JM, , TW 35,/ IE (OUT) JJ50 : . I BEGIN , TAINING WALL PER SO SO C-J. TW 20.71 BW 18.5 STORM WAT[/? TREA™ENT DETENI/ON FACILITY STORM DRAl!f OIJ11£T SET LEITT IE, 8.5, TOP OF 1 PIPE 12.5' Ff:R DETAIL -•a• SHEET 2, Pvt' TORM DRAIN S TEM PER fC!AL NO TE 5 £ET 2 x i &1 ~ ~ II 'f:o: II , e; .~ ·'-' II IRREVOCABLE 0FF[R OF DEO!CA TION TO Tl/[ CALIFORNIA II COASTAL CONSERVANCY FOR 25' WIDE STRIP OF LAND r::::=J, 'Mlll 5' 'MDE PEDESTRIAN TRIAL LOCA TEO 'MTI//N II TIIE SAID EASEMENT. RECORD JJNE 7, 2006 AS DOCUMENT I ,, No. 06-0402381 0.R. , c., LINE 100' UPLAND M AN GH TIDE · ff V) -=====-....,;>Z =<~--< SCALE: 1"=/0' -o 5 10 20 LIMITS OF 100 YfAR FllXXJ PLANE LOCATION PER FEMA FIRM MAP No. 0607JC0764 F. ZONE A, NO BASE 11000 ELEVATIONS DETERMINED, 30 4{} \ BW 36.J FG40.0 (, ·''1 1 · .v . . TW 31.8 37.J ' • 36 RIP RAP PER SD G CLASS 1.5' x 1.5' CON fTE BOX GRATE DRAIN I ET. ELEV 2.01'. NORTI/ j. LINf OF BIJFF[R , .s., , AREA P[R COP 6--lf_l; ' •~ /'" -i~F'.1!.t ' CUN()-?t 7• LINE ® @ ® @) ® ® ® ® @) ® _1.._22 38.0 GRO -·, BW .J ,. ,,, 50.2 ', ··ra._31.3 ,,., RIP RAP NKET • I -r~G""" \ TW 38.2 BW 37.0 ~ -- F().°;3.oJ ;\1.5 BW 4f;·O \ \ TW 36. .O BW J4. , '\\. 36.0 STORM DRAIN £ll,TA TABLE DESCRIPOON 5• PVC O 2.0% (SOR 35) 5• PVC O 2.0% (SOR 35) 5• PVC IJ 13.0% (SOR 35} 4> PVC fJ 2.0% (SOR 35) ' \ \ KEYSTi 'E GRAWTY R[T~!NING WALL SYSTEM Tl/ PLANTER 13/.0CK PER DETA SHEET J. \ L PER $Ef'ARA TE A T. \ ' I \ ' END RE1f,INING WALL PfR SEPARATE fERM!T. BEGIN RrrAINING WALL fER SDRSD C ~J LEIIGTII 9.0' 5.0' 8.5' 2.5' !/t._36.0 /iW JO.O '' RETAINING WALL PER SDRSD C 1, rw 36. oo Bw ,JO oo \ CONCRETE Sl[PS '{'ER SDRSO 26. \, TG 18.10 IE 16/10 ' re 19,5 ; ' SWALE --./-- ,· ' i') I 19.25' ' F.F. \ ~-§fa',. BEGIN REfAtNING WALL PER SEPAR1 TE PERMIT. \ \ °'I ' ' \ -. '.{IPPER L('(EL F.F.¼]4.25' ~OWER LE~L F.F. ~1.00' P~D: 20.2)\ , I \STRUCIVRAL ~QUMNS \ PER ARCH! TEC PLAN. l"(PICAL 'ENO RETA/NIN , PER SDRSO C . \ I tr 208 REd/NINC WALL \ ' P[R ¥PARA TE PfR f T. '. \ 141'.)00 STAIRS' OVER STORM 1 I WA TER OETEN noN flfLLS. ~~_;, 2 TG 20.10 '). IE 18.30 IE 17.91 -S0J'5.J'OO t/' 291.81' FG 26.J l.llJ TW 6.81 . BW 19,J STORM WA )a, TREA IME;',; rw 25.5 \ '"T -FG'21.3 .21.8 ,,19.J WALL DETENTION US PER \ / DETAIL -"A• EET 2. \ 1 • IN SYSTEM 6. ' HIGH EXPO O WALL 0 PROTECT SID ONLY FQ 5' LINEAR Fi T. ENO RETA! ING WALL , PER SDRSD C-J \ BEGIN RETAW!NG WALL ' PER SDRSO A-1 \ I \. f "\' •n: JO. 0 BW ~2,J \ I BW 14.5, TOP (}F PIPE 125'• - TW 15.50 --BW 11.51 FG 1i5 --l--,__--1 ENO RETAINING WALL PER SDRSD -J. TW I.JO BW 9.0 ' FG 10.0 i's ~ /1 I . IE -1. 42' MEAN LEVEL / II [ ___ ,'//1 "'''"-'"' -""'"'" ICO, ,/ \ 1.4 · I, ::::.;~o.19 AUGA HEO!ONDA I. ....... 11 .... -. ,~~,f)~t1r'(~-,,\;,, V, ',, · ii ~ , / STORM DRAIN OIJ11£T / "'r; r ··r-4 bl ,,,, "'" ' ""'" . // ·····•·1· ,o_.'-~ fl . . . . . . -~ 1 ><c-,-.,, ~~ --11 r .' PER OETAIL-·c-SHEET 2 P[R SEPERATE PERM1r.1, . ~~ _ ~ 1 ,.....,, _ . 1-V ·:;. II , "'/ I ""' "' ,_ '"' "' """' H. ~!/' 'b cJ f ') n • ~ , ~"' . 1/ G ?qil (;111 ,: II .1•, TW IJ.4 BW 9.0 /·/ ·..... '. ¾j£1f};;-J~( I // , . / ✓ -& 1/ . . . _( [X'".,,&POCK-1 0~ "I . 111 1 . . . I / .,.._, ;/ (. . ...__I /JI ' 1 j . ;· . . . . . . . . . . . . . . . . .I I / I?: ~ V,I . . . . I I / ,~ ' t-.G "I , I <i, 'Vr, . . ( . . ~/ . . . . I MEAN HIGH ~ LINE (5' I ELEV. 2~01' I '_/o / 0; V?J ,s ., "-"-' ""'-" 8 n, "'"' ,,... / ""' . '~'"· '"""" / fo / ,,. ""' _,, ""'" ro "'"~,,. ~-"•os-o, . ,,,,, "' ·-"'' 'r ., / ~---. ~II lfi """"'=,.,~l'~"'"'•-•,o, if "'l/;~1"" · 1 · ,;.!✓ 1// IIJ t/ / . I/ ~t fey;'· 1 ,.,, u· 1 ·. ,,1 / H,Qy'°-; (,tif,, · · · · · / / 1 / . , . • • . . <v ,i,119~ 'W<,4,f ' . I V ,, I . , .. ,.., •· ..,,,.,. ' ' I !r:1 __ 71 -""'7'"7""-,_ ----7~2 . --'-. :::?-----j------,r .. '.-,/L~l;J ,.,. / '., ,/ I TC 11,70 IE 15yo ' ' WALL PfR SORSD C-1 WALL PfR RSD C-J \ I [, , ' VRSD C-4./ B •SRRSO C-.J /: ,5', I ' RETAINING WAtL PER SOR C-J. \ I "°""' _, . .., ""-""' "' "'"" ""'"""-" I c,, REPAIRING, MAINTAINlflG ANO USING A SEflfR PIPE}JN[, II TOGETl/[R 'MTII TIIE. RIGHT OF INGRESS ANa·[,i· SS ANO INCIDENTAL PURPOSES GRANTED TO TIIE CITY . CARLSBAD, RECORDED MARCH/5, 1964 AS INSTRUMENT N 41722 OF I 1 DFF!C!AL RECORD/ f I I 11 I ,' I I PROPOSED. SEflfR ACCfSS ANO PEJ)[~~IAN TRAIL IMPROvfMENi 'Mlll/N 20i' WIDE EASEMENT PfR Ctrf OF CARLSBAD PUBLIC IMPROvfl,l[NT PLAN PR0.£CT No. C9 J5J7, DRAWING No. 412-NOT A PART OF Tl/IS PLAN. ; (SOR 35) 19.5' 5• PVC fJ 1.7% (SOR 35) 19.5' 4• PVC fJ 1.1% 1 NOTf;;R ADD/DONAL SP[CAIL NOTES REFER TO SHEET 2. 6" PVC fJ 2.5% (SOR 35} 24.5' 6" PVC fJ 26.2% (SOR 35} 6.5' 5• PVC O 1.0% (SOR 35} 4,0' 6" PVC O JI.OX (SOR 35} 5.0' 5• PVC O J.9% (SOR 35) 28.0' NOTE: SDGJ/E PRIOR TO BEGINNING CONTRACTOR I OWNER TO coNrA~RDINATE RELOCADON OF ~RK IN SDGJ/E EASEMENT, A~~AMS STREET RIGHT-OF-WAY. [XISDNC AOflfR POL[ IIITIIIN BENCH MARK DESCfl I PT I ON, LOCATION, RECORDED, ELEVATION, CHISELfO CROSS ON HEADWALL IJ 'N OF PARK ORl',f AND CORNER OF INTERSECD~TY OF CARLSBAD HILLSIDE DRl',f IN rH[ 78.512 OA TUM, USC Ji G.S. M?b, d1Lt1. \!\!SPECTOR 9.14.08 ,))FJ NO. 04-009 OWN ENGINEERING SOWARDS&BR CONSUL TING EN~~VE::c-E SUITE i 03 21B7 NEWCASTL CA 92007 CARDIFF BY THE SEA, ., FAX 760/436-8003 TEL. 760/436 8500 GRADING PLANS FORCUSTOM HOME ~=========+~~l=~~ STEWARD T APN· 206-200-05 I-ADAMS STREE · t----11 APPROVED t;()NRAD C. HAMMANN __fi,1;6( I"\ J .«.-DATE !Jy; '4,,L PE33069 EXPIRES 6 30 08 CITY ENGINEER NO I DRAWING NO. 1 A5-f;{J/Li DATE INITIAL DA TE INITIAL INITIAL ENGINEER OF WORK REVISION DESCRIPTION 011-IER APPROVAL CITY APPROVAL J6+ao r-,, _ ' MATCH EXISIING ¥-----24' MIN. -----,r! 50' MIN OR FOUR TIMES THE CIRCUMFERENCE OF THE LARGEST CONSTRUCTION VEHICLE TIRE, ,11/ICHEVER IS CREA IER, CRME PLAN Fjl l • 1 O' MIN, OR AS REQUIRED TO ACCOMADA TE ANTICIPAIED TRAFFIC, ,11/ICHEVER IS GREA l[R, STABILIZED CONSTRUCTION ENTRACE / EXIT TC-1 DETAIL-D NTS 12" MIN. UNLESS OTHERll1Sf SPECIFIED BY A SOILS ENG/NffR. SECTION [-[ NTS CRUSHED AGGREGA If GREATER THAN J" BVT SMALLER THAN 6". RL TER FABRIC ORIGINAL GRADE SECTION r-r NTS 2, STAPLE l\1RE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO THE l\1RE FENCE AND EXTEND IT IN TO THE TRENCH, BMP'S INCLUDED AS PART OF THIS PLAN: SS-1, SC-7, 111.1-J, 111.1-5, NS-8, SS-7 111.1-1, IW-4, 111.1-8, NS-1. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL VJ) FILTER FABRIC 1 ~ ..--mil'm'-L :::::::::::::::• ~~---.F !kilim II~ I w GRAVEL BAGS OVERLAP ONTO CURB ________,,, / --------// / ~----;,•' RUNOFF / / GAP BETWEEN BAGS ACTS AS SPILLWAY J FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAG 111TH ENDS OVERLAPPED NOTE: """"""===::::::>= z =:::'------"< SCALE: 1"=10' 1. REFER TO STORM WA1ER /JANAGEJJENT PLAN FOR REGULAR MAJNT[NANCE SCHED/JI£ PERMANENT BI.IP'S SHAU 8£ INSPECTED, CI.EANED ANO REPAJRED IIHEN NECESSARY PRIOR TO THE ONSET OF THE STOIIJI SEASON NO LA 1ER THAN SEPTEMBER JOTH EACH )[AR. 2. SHOUW ANY PF THE PRO.£CTS SURF'ACE OR SUBSURrACE DRAJNAGC/ FILTRATION STRUCTURES OR OTHER BUPS FAIL OR RfSULT IN INCREASED EROSION, THE APPUCANT/4ANOO'MIER OR SUCCfSSOR-IN-INTIIEST SHAU 8£ RESPONS/81£ ANY NfCfSSARY REPNRS TO THE DRAINAGE/1'11.TRATION SYSTEM OR 8/.IPS AND RESTORATION OF THE ERODED ARfA. SHOUW REPAJRS OR RfSTORA TION BECOM£ NECESSARY, PRIOR TO THE COl./1./ENCEMENT OF SIJCH REPNR OR RfSTORA TION lltWK, THE APPUCANT SHAU SUBMIT A REPAIR AND RESTO/IA 710N PLAN TO THE [)(£CUTI',£ DIRfCTOR TO OCTERl/11/C IF AN AI./ENDIIENT OR llfW COASTAL Df',fllJ'I.IENT PERI/IT IS RfQUIRED TO AUTHORIZE SUCH IIO'IK. UM! TS or /00 YE~R FLOOD Pl 4NE j~CAllON ;[R /EMA FIRM MAP No 06073C0764 F - NE A, AO BASE FLOOD El[VAT!ONS DETERMINED. I l---+----I-------------J--t--t----t-----1 I SH4EET J CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARruENT 4 ~:=:::========::::::::::::====='...'.:::::====, EROSION CONTROL PLAN FOR: STEWARD CUSTOM HOME ADAMS STREET APN: 206-200-05 RE';,E~~B~_Y: r ~-= S:/i lot APPROVE! coNRA~ c. HAMMANN ,/, '/"" L~l~~SP~E£Cr~O~R~~------~DA:;'1;:E::;--+--t--+----------~--T-ir-,--r-=:=1 l]y: {)., I 8/4-·v I.!. V: BENCH MARK DESCRIPTION, _ _....,CH=ISELED'=='"-"CRe,Oc,,SS"-"ON"-"H""fAD=WAc,U:..::Oc_ __ _ CITY ENGINEER PE 33069 EXPIRES 6 30 08 DATE LOCATION, ___ _,C"'OR"'NEi"""R"'OF=IN'='TER"""$='C=Tl'=ON=OF'=PA""~~'K::':DR::::1;;;1£:-""AN~V __ ~i:g-wo:::.'/1s & BROWN ENGINEERl!:1~ 06 l-----l---h1c-A"S"'·"8c-;Ui:;clT:;;-------------+--+--t---t---i ~D;WN;:;::;B;Y;::: ~-~!'jj~~1~;~==~P~R~O=.JE~C;T:=:=N~O=. ==,;;:;D~R~A~W~IN~G~N;;:O;:;, Hll.1.SIDE DR/I£ IN THE CITY OF CARLSBM CONSUCTING ENGONEERS DATE INl'llAL DATE INl'llAL DATE INl'llAL CHKD BY: PD 05 09 433 1A RECORDED,, _____ ~--------...,-,,c..,-..--;;;,_•;□~:',wa';,A:,1;~~~::'.!;'~~:;:-i"03 ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: --ELEVATION , ___ ....,lc,;B,,,c5,_.12'--____ DA TUM ,_..,_US~C~.t~G~.£'--TEL 760/436-8500 FAX 760/436-0003 )