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HomeMy WebLinkAboutDWG 401-9I; CT 98-14; THOMPSON/TABATA AFFORDABLE HOUSING AREA; 01-06GRADING NOTES (IN ADDITION TO TH[ R[OUIR[M[NTS OF CHAPTER 11.06 OF TH[ CARLSBAD MUNICIPAL COO[.) 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-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 TO PERMIT ISSUANCE, A CERTIFICATE 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. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF A" AND A SIZE CATEGORY OF CLASS V AS 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 BU'LDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS 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) LABOR A TORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUii.DiNG PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE " EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHAI I BE ATTENDED BY Ai I REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION SUPERVISION, TESTING AND ALL 011:i.ER ASPECTS OF THF WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK ( 438-1161 ex\.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. 15. Al I INSPECTION REQUESTS OTHER THAN FOR PRECONSTRIICTION MEETING \Mi I SE MADE BY CAI I ING THE ENGINEERING 24 HQIIR INSPECTION REOIIEST I INE AT (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 SUBMITT!NG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS 10 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 ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF 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 APPLICATION 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 TiONS WILL CEASE IMMEDIATELY AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS 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 TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. ANO 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 DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE 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 STREETS AS A RESULT OF THE GRADING OPERA llON. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURF ACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND /OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, 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 ANO IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. WORK TO BE DONE 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM IMPROVEMENTS LEGEND SDRSD/ CARLSBAD STD. DWG. NO. SYMBOL QTY UNITS THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND 0-LOAD OF 1 350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SORSD S-4 TYPE "c'' AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. INSTALL CONCRETE PAVEMENT SECTION PER 843 SF CITY OF OCEANSIDE PLANTING OF PERMANENT LANDSCAPING AND PREl'ARATION 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 CITED ON THESE PLANS. 31. WHERE AN EXISTING PIPE 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 C!TY ENGINEER. 32. THE CONTRACTOR SHALL VERTY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVIS!ON 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 1-800-422-4133 SDG&E (760)438-6200 PACIFIC BELL ~760)489-3441 DANIELS CABLEVISION \ 760)438-5241 CITY OF CARLSBAO(STREETS & STORM DRAIN) (760)438-2980 CARLSBAD MUNICIPAL WATER DISTRICT (WATER,SEWER,RW) (760)438-2722 34. PERMIT COMPLIANCE REQUIREMENTS: 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 l11.06.170(B)i CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE C!TY ENGINEER VIA THE PROJECT INSPECTOR {11.06.190(B)l CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL 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). (2) AS-BUil T 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 FIELD 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 REQU!RED TO BE RESUBMITTED FOR Pl.ANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORTS TITLED GEOTECtt/'IGAL INVE5TIGATION t 5U!'l'I.Ett:NTAL EXl'LORATORY TRENCHING, PREPARED BY GEOCON INWRPORATED , DATED 5El'TEMflER 2. 1998 t MARCtt lG. 2001 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH 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: R6f GON5U.TING ,#'~-----,/ BY: ~~ ,:::.----.z-z -"'L ADDRESS: 14725 ALTON PARKWAY MARK 5. ANDER50N DATE> ' R.C.E. NO.: 2Gll21 CITY, STATE: RVl1E, CA 92G16 TELEPHONE: 949-472-3505 REGISTRATION EXPIRATION DATE: MAJi:GH 31. 2005 SOILS ENGINEER'S CERTIFICATE fESS10 . AN, . 26821 3-31-05 CONSTRUCT 6" TYPE "B-1" CONSTRUCT CONCRETE DRIVEWAY APPROACH PREPARE SUBGRADE AND PAVE STREETS (4" AC/4"AB) SOILS ENGINEER G-6 (SDRSD) G-14* SECTION PER SOILS ENGINEER 1,548 ; . •,. 1,812 liii1:w[:m1t1!l-i;]·1M ,,1 " ,,~ @k, Ah 40,059 4" WHITE STRIPING 536 PAINT HANDICAP STALL CONCRETE WHEEL STOPS 8 MASONRY WALL i,,uu&✓nn//tt/uuai 777 WOOD FENCE 756 3' WIDE RIBBON GUTTER PER DETAIL 354 WEDGE CURB & GUTTER PER DETAIL ========= 231 CONSTRUCT 6" TYPE "G" G-2 640 CURB ANO GUTTER CONSTRUCT LOCAL DEPRESSION OS-1 CONSTRUCT TYPE "A" CLEAN OUT (C.O.) 0-9 2 BLDG DOWN DRAIN TO S.D. PER DETAIL 88 12"x 12" SQ. GRATE INLET PER DETAIL 40 4" PVC STORM DRAIN 6" PVC STORM DRAIN 8" PVC STORM DRAIN 12" PVC STORM DRAIN SECONDARY OUTLET WALK CURB DETAIL 6" ATRIUM DRAIN DETAIL 24"x 24" SQ. GRATE BROOKS INLET CONCRETE LUG 12"x 12" GRATE INLET BROOKS W /STEEL GR A TE CONSTRUCT 18" RCP STORM DRAIN CONSTRUCT CONCRETE COLLAR 6"x 6" SQ. BRASS GRATE INLET TERRACE DRAIN INLET 12"x 12" SQ. GRATE INLET BROOKS INLET W/ TRAFFIC GRATE PER DETAIL DETAIL A OR B PER DETAIL PER DETAIL SDRSD 0-63 PER DETAIL D-60 DS-5 PER DETAIL PER DETAIL PER DETAIL ABBREVIATIONS 1,138 993 293 145 2 4 3 2 12 8 5 LF SF SF LF EA EA LF LF LF LF LF EA EA EA EA l.F LF LF LF EA EA EA EA EA EA LF EA EA EA EA ARCH. ARCHITECT GB GRADE BREAK ss SANITARY SEWER BC BEGINNING OF CURVE HP HIGH POINT STD. STANDARD BEG. BEGINNING INV INVERT SW STEM WALL BW BACK OF WALK MAX. MAXIMUM TC TOP OF CURB CB CATCH BASIN MiN. MINIMUM TF TOP OF FOOTING ow DOMESTIC WATER MSE MECHANICALLY STABILIZED EARTH TG TOP OF GRATE DWG. DRAWING PAV. PAVEMENT TOP TOP OF BORDER EX. EXISTING PE PAD ELEVATION TRANS. TRANSITION FF FINISHED FLOOR RW RECLAIMED WATER TYP. TYPICAL FINISHED GRADE RIGHT OF WAY TW TOP OF WALL HIGHWAY 7B PACIFIC OCEAN PROJECT SITE FG R/W FL FLOW LINE S= SLOPE= SDRSD SAN DIEGO REGIONAL I, MtHAEL E. D1fllCII , A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRiNCIPALL Y DOING BUSINESS IN THE FIELD OF APPLIED FS FINISHED SURFACE so STORM DRAIN STANDARD DRAWINGS 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 BETWEEN THE DATES NOTICE TO CONTRACTOR: OF 5EPTEM!IER 2. l'l'lS ANO MARCtt lG.2001 TWO COPIES OF THE SOILS ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTr-lERS, AND THOSE ~HOWN ON THE RECORDS EXAMINED, ARE INDICATED WITH THE!R APPROXIMATE LOCA T/ON ANO EXTENT. lHE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT lHERUO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGN[D HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGFWUND UTILITIES REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO TH;,--~~.E OF THE CITY ENGINEER. SIGNED:~· P.E. NO.: DATE: LICENSE EXPIRATION DA TE: OWNER'S CERTIFICATE ;; :>! NO. 2462 'i;;t Exp. 09/JO/ il ~ J',1; or £cr1ll~ ',f/[ OF Ci\.\ OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT IND/CA TED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THOSE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIL/TlES OR STRUCTURES SHOWN AND ANY OTHER UT/UT/ES OR smucTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCWRES CONCERNED BEFORE STARTING WORK. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR smUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UT/LlnES EXCEPT AS SHOWN ON THESE PLANS THE CONTRACTOR IS ROTECT TH[ UTIL/11£S SHOWN ANO ANY OTHER REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO P LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ORK SHOWN ON OR RELA T[O TO THESE PLANS SHALL CONDUCT THEIR OPERA nONS so THA r ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING 11'1 ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK WITH THE nOCCUPATIONAL SAFETY AND HEAL TH REGULA Tl OF INDUSTRIAL RELATIONS' DCONSTRUCTION SAFETY ORD[ AND TH[ PUBLIC IS PROTECTED. AU CONTRACTORS ANO SUBCONffiACTORS SHALL COMPLY ONS# OF TH£ U.S. DEPARTMENT OF LABOR, ANO WITH THE STA TE OF CALIFORNIA DEPARTMENT RS". THE CIVIL ENG/NffR SHALL NOT BE RESPONSIBLE IN ANY SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPART. cfi-": ioNAL WAY FOR THE CONTRACTORS' AND SUBCONffiACTORS' COMPLIANCE WITf"t: MENT OF LABOR OR WITH THE STAT[ OF CALIFORNIA DEPARTMENT or S" "CONSTI/UCDON SAFETY ORDERS". ' ' I ( WE ) 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. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF 8£ LIMITED TO NORMAL WORKING HOURS, AND THAT THE FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CON ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDlnONS 0 ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL co ot'\!:1.i ~$,,' NAME LEGAL DESCRIPTION LOTS 14 &: 15 OF TH[ CITY OF CARLSBAD TRACT 98-14 PER MAP NO. 14682 DATE RECORDED IN TH£ OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY SEPT. 19, 2003. BENCH MARK DESCRIPTION: -~5=-4""5.,,,<o1;,,G;:;:ALec:1Rc::A:;::N~5.;,BEN=GH~M~AJi:"cK~=~==~ LOCATION: __ ___,N'='W'=LY'='5l!Jl:W=A°"LccK='10cc'=-[l'ccYCC:Oc'-F=iWc.il'cYcc51D[-~Of=BR[)-Gf~_ ABUTMENT AT lttE 1-5 GR0551NG OF PON5ETTIA RECORDED: __ __._,1995_..,_ ____________ _ ELEVATION: 103.7(o DATUM: _JMu.51.___ CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER NECT/ON WITH TH£ PERFORMANCE OF WORK ON THIS PROJECT, //¥if/ THE rNG!NffR. .• 'i· THE EST/MATEO QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND RBF CON . TRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SU THE ACCURACY OF THE ESDMATEO QUANnTIES THE CON PORTION OF THE IMPROVEMENTS CO'vfRED BY THESE PLA NS. - SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PH0TOGRAMME1RK; METHODS FROM INFORMATION GATHERED ON !'l'il BY A5AN-L0 AERIAL SllRVfl' NGORPORATED TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 214-170-74 . 214-170-7~ THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 342 ODO E _.,.]f..,,7c.c7-,DOO.,,,,_ _______ _ PLAN PREPARED BY: ~ PLANNINl3 ■ DESIGN ■ CONSTRUCTION 5050 AVENfDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 CONSULTING 760.476.9193 • FAX 760.476,9198 • www.RSF.com REVI~ DATE: z-z-oy MARK~ R.C.E # 26821 949-472-3505 DAlE INITIAL ENGINEER OF WORK THE GRADING WORK SHALL BE PERFORMED IN ACCORDANo!:E ~TH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, A!fDIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS CITY OF VISTA -/ii </-0 CITY OF SAN MARCOS AVE CITY OF ENCINITAS VICINITY MAP SAN DIEGO COUNTY THOMAS GUIDE PAGE 1127-85 I 4. RESOLUTION NO. ____ ce.50"'7"0'-"THc.c'R'-'O"'U""G"-H _,5'-"0"-7-,._8 ___________ _ DATED 12/05/01 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOII_S REPORT AND RECOMMENDATIONS BY GE OCON INC. DA TEO SEMPTEMBER 2 1998 & MARCH 16 2001 UPDATED 3/07 /03 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 DATED 12/05/01 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED 12/05/01 10. STORMWATER POLLUTION PREVENTION PLAN DATED 6/24/02 SHEET INDEX DESCRIPTION SHEET NUMBER T/71.[ SH[[T /KEY MAP 1 TYPICAL SECTION & DETAILS 2 PRECISE GRADING PLAN & DETAILS J STORM DRAIN PLAN & DETAILS 4 HORIZONTAL CONTROL PLAN 5 [ROS/ON CONTROL PLAN & DETAILS IT • -,. i __ _J . i ' BLIARWOOD DRIVE EARTHWORK QUANTITIES CUT: 4,000 CY FILL: 4, OOO CY IMPORT: ___ -.1,L_cy : " EXPORT. CY REMEDIAL: n CY OWNER/DEVEWPER: STANDARD PACIFIC HOMES 5750 FLEET STREET, SUIT£ 200 CARLSBAD, CA 92008 PHONE: (760) 602-6800 FAX: 1760) 602-6819 CONT. CT: KA THY BAKER REVISION DESCRIPTION ~- KEY MAP 1"=200' KEY MAP LEGEND TRACT BOUNDARY ---- SHEET BOUNDARY SHEET NUMBER PLANNING DEPARTMENT APPROVAL w,tP.,Qli~·oo,,_ DATE z /z&./ 01- MICHAEL J. HOLZMILLER, PLANNING DIRECTOR 1/~a) DATE_.z/..z,/o<r RECOMMENDED BY: /JJ.kl &Jilt-, (PRINT NAME) I SHtET I C60283 El(P. 1.1/10/p , ' CN\\. OF C NOT£: GRADING QUANT/Tl£$ SHOWN ARE FOR PERM/ T PURPOSES ONLY. AND AR£ NOT TO 8£ USED FOR FINAL PAY QUANTITIES ~SBUILT9 -rhit~ dfr,107 P.E. C~t?.i,:?.3 EXP. qb.9)'!l9 DATE R~BY: " ,..,._..o.i,!!.".,..) s/..,.Lo-:i lf'U3PECTOR DATE , CITY OF CARLSBAD I SH6TS I ENGINEERING DEPARTMENT THOMPSON/TABATA CT98-14 AFFORDABLE HOUSING AREA APPROVED: LLOYD El,. HUBBS &r /4 <--~ v-iV~A 2/R~.J,,.,,t CITY EN~ PE3889-EXPIRES 12/31/05 DATE DWN BY: ALF I PROJECT NO. I DRAWING NO. OAlE INITIAL DAlE INITIAL CHKD BY: r.l -.-. OTHER APPROVAL CITY APPROVAL RVWO BY: r•.., CT 98-14 401-91 E 0 ..,. ..,. rid ..,. ~ S'.. "' Ii: " Ii: " -0 I ; (!) -~ ~U) §_:::, ~o 8J: il: LU G-.1 ~co ~~ ~a:: C 3-Q ~It :e -<( is ~ ' .... C) ~~ §5 0 ~ ;; Q., -.:::.1-0) 0 e'! 0 1§ .... <>. -.I ~ I 'f'O. U) - 40' 5' JO' ~ cl: a, 0:: ::, 0 5' GARAGE FLOOR 2/Jr GARAGE FLOOR ~ "FOSTERS TERN DRIVE" NOT TO SCAJ.£ (PRIVATE STR££T) 15' 15' "SORA WAY" NOT TO SCAlE 4.5' NOTES: 1. ALL FITTING BY: NDS, INC. (OR EQUAL). 851 N. HARVARD AVE. LINDSAY, CA 93247 2. REFER TO GRADING PLAN FOR FINISH GRADING. 3. DO NOT GLUE GRAT£ OR RISER TO PIP£. 4. GLUE: "J.P.$. WELD ON" # 773 SOLVENT (MEDIUM BODIED FAST SET} FOR PIPES THRU 6" ¢ TG PER PLAN "Nos· #1212 GREEN 12· SQ. ----GRAT£, OR APPROVED EQUAL FINISH GRAD£ TOP OF GRAT£ £LEV. PER PLAN N. D.S. 643 COUPLING " I ----'t=F"""j "Nos· #1212 GREEN 12· SQ. ----GRAT£, OR APPROVED EQUAL NDS SP££-D-BASIN NDS 101 SINGLE OR N.D.S. 201 DOUBLE OUTLET CATCH BASIN. © NO. 1 2 J LEGEND GRADING NOTES OESCR/Ff/ON 3 74 -+------1=--- PLAN TYPE LOT NUMBER FF=529.40 PE=528.9 _..__,__ FINISHED FLOOR ELEVATION ~-i=--PAD ELEVATION INSTALL CONCRETE (SECTION TO BE DETERMINED BY R VALUE RESULTS). INSTALL TYPE 8-1 6" CURB PER SDRSD STD. DWG G-6. NOT USED -_______________ ....!::(A::::RM::~TE:.:....:.STR'.:::£IT~)-----------------~,~:1?7/W-~~~~,:;;v-7@~'ll'. ...___ __ ADAPTOR OR AREA DRAIN • US£ 6" NDS 66 EXTENSIONS WHERE NEEDED. 4 CONSTRUCT CONCRETE DRIVEWAY PER SOILS ENGINEER'S RECOMMENDATION & PER DETAIL HEREON. J' 1.5' 1.5' SUBGRAOE RIBBON GUTTER DETAIL NOT TO SCALE J • Ii. 6" Lw i'; 1 • ~ J ½"' OJ i "" ½• R ::, CONG. FS () l-oj . -~\ ~1 "" 2' 3/8" A.C. LIP FG CONCRETE 1 1 AC @2 }--__ WE_D_G_E_C_U_R_B_&_G_U_T_T_E_R __ NOT TO SCALE TC= FL+6" TC= FL+4" FL 1" LIP J£_ -2LL '----::::':..._l ___ ~J''------- TC=GFF TC= FS+6" PT B TC= FS+6" PT A @l-----w_J\_L_K_D_E_T_A_IL_A __ _ TC=ELEV PT B TC=ELEV PT A @-------W_J\_L_K_D_E_T_A_IL_B __ _ ---4" PVC RISER (IF NEEDED) ~--90' PVC £LL. "-~-4• PVC DRAIN PIP£ {7YP.) :,:c~\1.--:P:;;£::-R --::P::-LA:-cN..----~--l_J.:==~l.J--1:CSJ 4" MIN. PVC MAIN W/ TE£ OR WY£ 0 .__,_..., 0 c=x==)CJ PLAN SINGLE ROW OF SANDBAGS -2 BAGS HIGH AROUND PERIMETER OF GRAT£ 5 6 7 8 9 10 11 12 13 ., 15 CONSTRUCT AC PAVEMENT AB BASE (SECTION TO 8£ DETERMINED BY R VALUE RESULTS). PAINT 4" THICK SOLID WHITE STRIP£. PAINT HANDICAP STALL MARKING PER DETAIL HEREON. INSTALL CONCRETE WHEEL STOPS. MASONRY WALL PER LS ARCH PLAN. WOOD FENCE PER LS ARCH PLAN. INSTALL RIBBON GUTTER PER DETAIL HEREON. INSTALL WEDGE CURB PER DETAIL HEREON. INSTALL 5" TYPE G CURB & GUTTER PER SDRSD STD. DWG G-2. INSTALL LOCAL DEPRESSION PER CARLSBAD STD. PLAN OS 1 & DETAIL ON SHEET 3. STORM DRAIN NOTES NOT USED @ TYPICAL 12" SQ. GRATE INLET 16 INSTALL SD CLEANOUT PER DETAIL ON SHEET 4 17 CONNECT BUILDING DOWNDRAIN TO SD PER DETAIL SHEET 4 BLUE SYMBOL OF ACCESSIBILITY W/WHITE BACKGROUND NOT TO SCALE CAL TRANS SIGN R99 & R 1008 / "VAN ACCESS/BL£" _._ 9' TYP. 8' 4" SOLID ..__,._,_ BLUE LINES 0 HAND~=~~CAL~TALL (HANDICAP STALL SHALL MEET TITLE 24 REQUIREMENTS) FINISHED GRAD£ AT FACE OF WALL TYPICAL VERTICAL WALL REINFORCEMENT SECONDARY OUTLET 8" x 8" OPENING MINIMUM. ( 1 /2 BLOCK MIN. OMITTED) h7\23 .--S_E_C_O_N_D_A_R_Y_O_U_T_L_E_T_D_E_T_A_I_L_ 't:!) NOT TO SCALE DRAIN RISER PIPE SLOP£ TO DRAIN ~---4" OR 6" ATRIUM DOME IN ALL SHRUB AREAS SLOPE TO DRAIN DRAIN GRATE, MODEL No. NDS 75 (GREEN). /----FINISH GRADE CATCH BASIN, MODEL NO. NDS S.G.-05 SOLID PVC ORA/NL/NE, 4 • DIA. OR AS SHOWN. @:€)PLANTING AREA NOT TO SCALE DRAIN 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 INSTALL 12"x12" SQUARE GRAT£ INLET W/ SANDBAG EROSION CONTROL PER DETAIL HEREON. INSTALL 4 • PVC SD SCH. 40 OR SOR 35). INSTALL 6" PVC SD SCH. 40 OR SOR 35). INSTALL B" PVC SO SCH. 40 OR SOR 35). INSTALL 12" PVC SD (SCH. 40 OR SOR 35). CONSTRUCT SECONDARY OUTLET PER DETAIL HEREON CONSTRUCT WALK DETAIL A PER DETAIL HEREON CONSTRUCT WALK DETAIL B PER DETAIL HEREON INSTALL 6" ATRIUM DRAIN PER DETAIL HEREON INSTALL 24" x 24" GRATE INLET (WITH TRAFFIC GRAT£ "ADA"-BRDOKS 2424 CB) PER DETAIL SHEET CONSTRUCT CONCRETE LUG PER SDRSD 0-63 INSTALL 12• x 12" GRAT£ INLET (WITH TRAFRC GRAT£ "ADA" BROOKS 1212 CB) PER DETAIL SHEET INSTALL 18" RCP SD (D-LOAD PER PLAN) CONSTRUCT CONCRETE COLLAR PER CARLSBAD STD. DWG. DS-5. INSTALL 5• SQ, BRASS GRATE "Nos· 9208 PER DETAIL SHEET 4 CONSTRUCT TERRACE DRAIN INLET PER DETAIL SHEET 4 INSTALL 12"x12" GRAT£ INLET (WITH PARKWAY STEEL GRAT£ -BROOKS 1212 CB) •ASBUILr --r'mt~ ,//5'/o7 P.E. !Loz?3 EXP. 01-sq/o'fl DATE REVIEWED BY: 1---------1-----+------------+----l---l---------l-----t I sH2EET I CITY OF CARLSBAD I SHE6ETS I :::::==::::=...:::::==:=E:::::NG=:IN:::EE=Rl:::::N::::G::::D::::E::=PA::':R:=TM=EN:=T===-'=====: PLAN PREPARED BY: PLANNING ■ OE SIGN ■ CONSTRUCTION 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 C □NS UL Tl NG 760.476.919-a .• FAX 760.476.9198 ■ www.RBF.com ~-DATE:it'·z-or/ MARK S. R N R.C.E # 26821 949-472-3505 REVIEWE~D BY: .. · DATE INITIAL ENGINEER OF WORK DA TE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL TYPICAL SECTION & DETAILS THOMPSONITABATA CT98-14 AFFORDABLE HOUSING AREA APPROVED: LLOYD B. HUBBS d~ 4-& -r~ "4-'""X• ¼C .:¢~If CITY ENGIN PE 889 EXPIRES 12 31 05 DA TE OWN BY: --.C.-~-PROJECT NO. I DRAWING NO. 2~08 ~~:~"'-.-CT 98-14 . 401-91 / / E 0 0 "' ,;; .,. ~ ~ " !;1 Q !;1 'St f Q .... :\ • I §~ ~ t-.: <.> u 1 (.'.) :;. 2: g- " (/J 8 ::) iO f.3 l: ii: IJJ -..J ~ co ~~ $' 0::: C 5o ! lt :e ;,"( C, 1'i ' I\) C) -2: " §5 0 .,l:::a, -Q -0 0) 0 ::.1-. ~o ..... c§ ..J ~Q I i:' (0 - \ \ \ \ \ \ I \ \ \ \ \ GRADING NOTES \ \ \ I \ 1 INSTALL CONCRETE (SECTION TO BE DETERMINED BY R VALVE RESULTS). 2 INSTALL TYPE B-1 6" CURB PER SDRSD STD. OWG G-6. J CONSTRUCT 4• THICK DECORATIVE PAVING OR WALK PER LS ARCH PLAN. 4 CONSTRUCT CONCRETE DRNEWAY PER SOILS ENGINEER'S RECOMMENDATION & PER DETAIL ON S 5 CONSTRUCT AC PAVEMENT AB BASE (SECTION TO BE DETERMINED BY R VALVE RESULTS). 6 PAINT 4 • THICK SOUD WHIT£ STRIPE. 7 PAINT HANDICAP STALL MARKING PER DETAIL ON SHEET 2 8 INSTALL CONCRETE WHEEL STOPS. 9 MASONARY WALL PER LS ARCH PLAN. 10 WOOD FENCE PER LS ARCH PLAN. 11 INSTALL RIBBON GUTTER PER DETAIL ON SHEET 2 12 INSTALL WEDGE CURB PER DETAIL ON SHEET 2 1 INSTALL 6" TYPE G CURB & GUTTER PER SDRSD STD. DWG G-2. INSTALL LOCAL DEPRESSION PER CARLSBAD STD. PLAN DS-1 & DETAIL HEREON. CONSTRUCT B"XB" SECONDARY OUTLET PER DETAIL SHEET 2 CONSTRUCT WALK DETAIL A PER DETAIL SHEET 2 CONSTRUCT WALK DETAIL B PER DETAIL SHEET 2 INSTALL 24" x 24" GRATE INLET (WITH TRAFFIC GRATE "ADA"-BROOKS 2424 CB) PER DETAIL HEREON INSTALL 12" x 12" GRATE INLET (WITH TRAFFIC GRATE "ADA"-BRODKS 1212 CB) PER DETAIL HEREON 233.62 FL 234.10 TC 233.49 EP 233.41 EP BROOKS 24"x24" CATCH BASIN-2424CB WITH "ADA" GRATE, USE RISERS AS REQ'D. 237.35 FL 237.40 EP ROOKS 12•,12• CATCH BASIN-1212CB WITH "ADA" GRAT£, USE RISERS AS REQ'D. 237.85 TC-PCC 237.35 FL @GRATE INL~!E '!~!;~IL (24"x24"1 @)GRATE INL~~ !'~!,AIL (12"x12"J I ' I I / , I I I ' tor GRADJNG er 98-14 ·•✓ I I ' , I I I I I ------ PLAN PREPARED BY: PER // 401-9B1s/ I ,' I I I / ' I I "-,, • I I I I I I I I I I I ~ PLANNING ■ DESIGN ■ CCINSTRUCTlCIN CONSULTING 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 760.476.9193 • FAX 760,476.9198 • www.RBF.com (j ~ h c,: "::2 ej /✓ / / °'°' ·' 5;;· / / ~ / ~ /' / 'I ,/""' i'5 h c,: ... ""=,' ,;/ >' I I ,/ ,, 'I/~ ' r-·---- @LOCAL DEPRESSION DETAIL CURB INLET NO. 27 SCALE, 1•-10• I I I 20' 15' 10' S O' --20' 40' ---GRAPHIC SCALE: 11 =20' REVIEWED BY: .A-.? DATE -r /-,.I,,, DATE l---t-----+-----------+--+---1-------+----t I SHJEET I CITY OF CARLSBAD I SHE6ETS I :==='--'===E=:NG:::IN':=E::::E=:R=:IN:=G=:'O:::E':::PA::::R::::::1M:=::=EN::::::T':==::....:::====: PRECISE GRADING PLAN & DETAILS THOMPSONITABATA CT98-14 AFFORDABLE HOUSING AREA APPROVED: LLOYD B. HU.BB~BY 2j.P7/o'l EXPIRES 12 31 05 9 DATE REV~IEWED B~;_,, - -DATE: z-z-of" l--~D~AcclE,--jf--c-lNcclTI~ALc--1------------------.f----l----l----l----l -~'----"'---=---------------~ OWN BY: PROJECT NO. DRAWING NO. DA1E INITIAL DA1E INITIAL CHKD BY: MARK S. ANDERSON R.C.E # 26821 949-472-3505 ENGINEER OF WORK REVISION DESCRIPTION 98-14 OTHER APPROVAL CITY APPROVAL RVWD BY: CT 401-9/ / 030504 E 0 "' ;; ~ ~ ~ "' f;1 " ~ 0 ',-.,, ::i I "' I "' I 8 ~(!) -:z: 8-8~ io hl ::C: !UJ ~._J i5 en ii;<:( ~a ~a:: C .3-Q ~lt ~ o<( ~ l c..> C) ~:z: a ~:3 .a::. ~ 5 Q. a, 0 .::-1->"'o ..... ~._J I -o. <.O :i' - \ I \ ' \ \ I I ,:J 0 """'I" z ~ n "l> z m \ \ \ I_ \ 18 237. ITG 233.31/NV \ \ \ i \ \ \ \ \ \ 1' HIGH WALL--~: ··S:·,::E·-,c=· Sl·,.· '" 232.23; /NV , \ \ - 1' HIGH WALL / / / / / LOT 15 18" MIN. g" g" MIN. MIN. SECTION B-B CLEANOUT FRAME &: COVER CONC. COLLAR MAY r,--A BE SQUARE OR CIRCULAR ,____A PLAN TOP OF CLEAN-OUT ELEV. PER PLAN FRAME COVER FINISHED SURFACE PER ALHAMBRA FOUNDRY CO. PRODUCT NO. A-1240 FOR 6" RISER OR A-1241 FOR 8" RISER OR APPROVED EQUAL ACCESS CAP. 11 " DIA. x 1 2" THICK ~ ~ u E < "' ,_ z 0 z "' 0 "-- BLDG. tr • 0 N N LI-0.. o,oa.. 1,-:-0,.,..... :::, u ::,en ~r2~~~ oz3-: C: fii oz ~-o o:::l<O<f~ ~~~~u.J X<L en "' ;'.:' ill :Ji c'li O:::,U~W t, o u.J t;:; ~ l>:::,a:::: \z ~~~§;l 0....JW 0 c..>00:::C>O OPTIONAL CONSTRUCTION JOINT RISER CONC. BASE AND WALL SUPPORT FOR TRAFFIC LOAD CONDITION B 8 BEND WYE MAIN I,, z PIPE ~ ::,; 4" MIN. UNDISTURBED EARTH B SECTION A-A FOR 8" &: 9-1/2" x 1/2" THICK FOR 6" WITH 3/4" DIA FINGER HOLE IN CENTER DIAMETER OF RISER SHALL BE THE SAME AS M~N PIPE DIAMETER INVERT ELEV. PER PLAN INSTALL CAP &: SEAL IF TERMINAL CLEANOUT. INSTALL PIPE IF IN-LINE CLEANOUT. @6 ___ S_D_C_L_EA_N_O __ U_T_D_E_T_A_IL __ NOT TO SCALE ROOF DRAIN TG PER PLAN 6" sq. GRATE "NOS 920B OR APPROVED EQUAL FINISH GRADE BLDG. ROOF DRAIN TG PER PLAN 6" sq. GRATE "NOS 05 OR APPROVED EQUAL FINISH GRADE LANDSCAPE AREA) -,-h~~~~--- -ADAPTOR HH·----ADAPTOR :a,: 4" PVC RISER (IF NEEDED) ~ -~--__:_-_-_4" PVC RISER (IF NEEDED) 5 ---W~fil -_ W~fil 1-.. '----~-L::__-__,~4'.,._• PVC DRAIN PIPE (1YP.) 1-.. ,,.__,, 4" ~ DRAIN PIPE (TYP.) ,:c!V~. -;P;;:ER;;-;P;;;-~-;-;N~-lJ.c'O.=S%=M.,IN=c.LJ.lCSJ :V. PER PLAN O.S% MIN. [SJ "CONDITION A• 4" MIN. PVC MAIN W/ TEE OR WYE OR "CONDITION s• 4" MIN. PVC MAIN W/ TEE OR WY£ 'll't-----G_R_A_T_E_I_N_LE_T_D_E_T_A_IL __ _ \!.!..) NOT TO SCALE TG PER PLAN 6" s9. BRASS GRATE ..-----"NOS 920B OR APPROVED EQUAL RN/SH GRADE ·. ·· ,, . " ADAPTOR ~l~~~~\..-h~_~_~-~-~~~-4" PVC RISER (IF NEEDED) ----90" PVC ELL. /NV PER PLAN \7!t7-_}_C~~r4:,_,• PVC DRAIN PIPE (1YP.) 0.5% MIN. [SJ 4" MIN. PVC MAIN W/ TEE DR WYE f72' GRATE INLET DETAIL ~ NOT TO SCALE 20' tS' t(J' S' O' 20' - -- -GRAPHIC SCAL£: 1' =20' •AS BUILT" 40' 030504 C =E C) .c::a. 0 ..... I CD - \ \ ' \ 1, \ \ \ \ \ \ I \ \ \\ \ ', \ \ \\ \ \ \ \ \ \ \ \\ \ \ \ \ \ ' ... oo' «-'11 \J• ' 'J ,t,' 19 I '• \ \ \ LOT2 UILDING\3 .B ;I I . __ J l N2B'09' 4Q"W C34 LOT 5 18.8' i .! ',,, i L.fJ'[' GRADJNG PER CT 98-14 401- "-C32 / ✓ PLAN PREPARED BY: PLANNING ■ DESIGN ■ CONSTRUCTION 5050 AVENIDA ENCINAS, SUlTE 260 CARLSBAD, CALIFORNIA 92008 CC NS UL Tl N C3 760,476.9193 • FAX 760.476.9198 • www.RBF.oom REVIEW~ED ;3".G~~~ ~-DATE: z-2-vy MARK S. ND RSON R.C.E # 26821 949-4 72-3505 I I UNE L1 L2 L3 L4 L5 L6 Ll LB L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L2B I I I I TANGENT DATA TABLE BEARING LENGTH S81'24'46'E 2.98 NB1"24'46"W 2.99 NB1'24'46"W 2.99 S81'24'46.E 3.00 S08'35'14 •w 4.29 N60'41 '22"E 3.00 S60"41'22•w J.00 S60'41'22"W 3.00 S60'41'22"W 3.00 N29i8'38"W 3.12 S45'33'25"E 5.50 N45'33'25"W 5.51 N44'26'35"E 8.30 S45'33'25"E 3.19 N44'/4'50"E 5.51 N44'14'50"E 5.48 N45"45'10"W 4.82 N45'33'25"W 2.00 S45'33'25"E 6.87 N29iB'38''W 0.64 S60'41'22"W 3.00 N60'41'22"E 3.00 N60'41'22"E 3.00 S60'41'22"W 4.00 N81'24'46"W 4.00 NB1'24'46"W 3.61 NB1'24'46"W 3.61 N81'24'46"W 3.00 ' CURVE DATA TABLE CURVE: DELTA RADIUS LENGTH TANGENT Cl 89'47'33" 20.00' 31.34' 19.93' C2 5·5a'oo· 331.00' 34.47' 17.25' CJ 80'27'44" 20.00' 28.09' 16.92' C4 90'00'00" 2.00' J.14' 2.00' C5 90-00·00· 2.00' 3.14' 2.00' C6 90·00·00" 2.00' 3.14' 2.00' Cl 90·00·00· 2.00' 3.14' 2.00' CB 52'06'08" 15.00' 13.64' 7.33' C9 90-00'00· 2.00' 3.14' 2.00' C10 90·00'00· 2.00' 3.14' 2.00' C11 90·00·00· 2.00' 3.14' 2.00' C/2 90·00·00" 2.00' 3.14' 2.00' C/3 90'00'00" 2.00' 3.14' 2.00' C/4 54;7•51• 10.00' 9.48' 5.13' C15 73·33'49• 100.00' 32.40' 16.34' C16 90'5J'JJ" 2.00' 3.17' 2.03' C17 go•oo'oo· 2.00' 3.14' 2.00' C18 89'48'15" 2.00' 3.13' 1.99' C19 90'00'00" 2.00' 3.14' 2.00' C20 90"00'00" 10.00' 15.71' 10.00' C21 90·00'00· 2.00' 3.14' 2.00' C22 90'00'00" 2.00' 3.14' 2.00' C23 90·00'00" 2.00' 3.14' 2.00' C24 90·00'00" 2.00' 3.14' 2.00' C25 127'50'17" 2.00' 4.46' 4.09' C26 90'01'14" 2.00' 3.14' 2.00' C27 90·00·00· I 2.00' 3.14' 2.00' I C28 90·00·00" 2.00' 3.14' 2.00' C29 90'00'00" 2.00' 3.14' 2.00' CJO 90'00'00" 2.00' 3.14' 2.00' CJ/ 9J'09'Jo" 15.00' 24.39' 15,85' C32 90'59'18" 20.00' 31.76' 20.35' C33 12·25'01· BO.DO' 17.34' 8.70' C34 28'28'42" 40.00' 19.88' 10.15' C35 16'37'18" 80.00' 23.21' 11.69' C36 13010'06" 2.00' 4.54' 4.31' C37 9119'08" 10.00' 15.94' 10.23' C38 38'53'50" 10.00' 6.79' 3.53' CJ9 90·00·00· 2.00' 3.14' 2.00' C40 90·00·00· 2.00' 3.14' 2.00' C41 32'19'04" 20.00' 11.28' 5.79' C42 55'26'53" 36.00' 34.84' 18,92' C43 55'26'28" 36.00' 34.BJ' 18.92' C44 5'58'00" 301.00' 31.35' 15.69' C45 93'01 '16" 20.00' 32.47' 21.08' C46 90·00·00· 2.00' 3.14' 2.00' C47 96'22'46" 2.00' 3.36' 2.24' 20' 1 S' 1()' S' O' 20' 40' -----GRAPHIC SCALE: 1 '=20' ~SBUILr REVIEWED BY: <Z... .. ~ y(sp[cTOR DATE s/4/n~ DATE' 1-----l---+-------------,,-------,-,----,-----, I SH5EET I CITY OF CARLSBAD I SHE6ETS] ENGINEERING DEPARTMENT ~H~O~R;I~ZO~Nd,Ta=:AL:a=Caa:O~N~T~R~O~L=:P~L~Ai;;N~======:..===-i THOMPSON!TABATA CT 98-14 AFFORDABLE HOUSING AREA APPROVED: LLOYD B. HUJlBS 'Y 1/4~~L~~-~~~~~~~~~t:!":J~;*~~P~-~;~~~~h<~~,,g/~~ 1--.....jf--+~--------------j!---t---t----t---------i I~ ENGINEirPE238ffil EXPIRES 12 31 05 r3.TE I DRAWING NO. . 401-91 DA 1E INITIAL ENGINEER Of WORK REVISION DESCRIPTION 0A1E INITIAL 0A1E INITIAL OTHER APPROVAL Cl1Y APPROVAL PROJECT NO. CT 98-14 030504 \ I I C :e U'I G) a~ O> 0 ...... I (0 - LOT 5 LOT 2·· LO:T 14 ) \ \ \ \ ' \ BUILDING 2 \ \ GRADJNG PER '\\ CT 98-14 401-9B \ \\ f GRAvfl BAGS 2 ROWS HIGH TYP) \ \ PLAN PREPARED BY: PLANNING ■ DESIGN ■ CONSTRUCTION 20' 15' 10' 5' O' TYPICAL GRAVEL BAGG/NIT--.. AROUND FLOW BY "- CATCH BASINS 20' 40' ------GRAPHIC SCALE: 1' =20' fr 50' INTERVALS 1/2 INTERVALS EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CURTIS BRAY AT (619) 843-078 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCA T/ONS TO FAG/LITA TE RAPID CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROS/ON CONTROL DEVICES TO WORKING ORDER TO THE SA T/SFACT/ON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA T/ONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONOIT/ON. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE IN CORPORA TED HEREON. 8. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 9. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE. /R/W I TYPICAL GRAVEL BAGGING AROUND SUMP ,,-----CATCH BASINS DIRECTION OF STREET FLOW INTERVALS PER GRAVEL BAG SPACIN TABLE BELOW GRAVEL BAG SPACING TABLE STREET GRADE LENGTH LESS THAN 4% 200' 4% TO 9% 100' GREATER THAN 9% 50' PLAN B TYPICAL SECTION L2 BAGS MIN.d_ GRAVEL BAGS (TYP) TYPICAL ELEVATION STREET GRAVEL BAG PLACEMENT DETAIL NO SCALE "ASBUILr £vw;~ t;Jdri7 P.E. uo-z'i?.3 EXP. fR/3o/oi DATE REVIEWED BY: s-/4/,.-, DATE' i----t----+------------+--+---j~-+-----' I SH6EET I CITY OF CARLSBAD I SHE6ETS I ~;;:::;:;::=,,'====:::E::::N::::G::::IN::::E::::E::::Rl=N:::G::::D':=E::::::P::::AR=TM=E::::NT:':===-'==='. EROSION CONTROL PLAN & DETAILS THOMPSON!TABATA CT 98-14 AFFORDABLE HOUSING AREA 5050 AVENiDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 APPROVED: LLOYD 8. HUBBS dY CONSUL Tl NG 760.476.9193 • FAX 760.476.9198 • www.RBF.com • • L ~~•~ -:veoan -~ REVIE~----DATE: z-z-e>y t-,o;-;,ATE"'+;,N;;;rn;;;A;;-L+------------------+-oA-TE--l-,N-rn_A_L-l--o-ATE--l-1-N1-nA_L--1 ~o~w~N==;B~Y=:=~A:;:L;:F:::P:'::E;-;2=3=a~===P=E:=~=~=E:=sT=1=~=0=~1=o=s::;l;::D!!_DR=AA!!w=,N=G=N=o:::. MARK s. ANDERSON R.C.E # 26821 ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: fl,a5 CT 98-14 401-91 949-472-3505 OTHER APPROVAL OTY APPROVAL RVWD BY: ~ ~~~~~-~~- E 0 .. 'f1 ., ... s;, ~ "' li1 C, li1 C, <ti C, ~ -2 ,, 2 ..... it: ~2: it :::i -~ ' c5 2: ~<:( ,;:--.1 cS Q.. C fC!> :s 2: :E --20 0 <:( (1) C) .:-a:: ~~ 0 "' -~ 2 :c ::.~ (1) 0 .,, ::::, ~o .... ;ct I (0 -