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HomeMy WebLinkAboutDWG 412-9A; MS 02-12; VILLAS DE LUZ CONDOMINIUM PROJECT; 01-03, I I \ I I I r-r---------------------------------------------------------------------------------------------------------------------------------------------------.;.;" GRADING PLANS FOR: GRADING 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. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. N/A , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. WORK TO BE DONE VILLAS DE·LUZ 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 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 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-BUil T 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. CONDOMINIUM PROJECT REVISE THESE PLANS W/-IEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED OUR/NG 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 RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE. RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY ANO 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 ANO 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 REV/SEO TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES OUR/NG CONSTRUCTION. 12. W/-IERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY 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 ANO COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENOA TIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BU/LO/NG 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 FUWRE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS ANO THE • EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE HELO AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHAii BF ATTENDW BY At L REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK ( 438-1161 ext.4J2J) AT LEAST FIV[(5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. All INSPECTION REOl/fSTS OTHER THAN FOR PRfCONSTRI/CTION MITT/NG Will BF MADE BY CAI !ING THE ENGINEERING 24 HOUR INSPECTION REQUEST !INF 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 MAD[ 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, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CA V/NG GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG 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 ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION IF THE Pl AN VARIES FROM THE SHORING SYSTEM JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROV/OED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4" ROCK PER SORSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD JOJ4 FOR SOR 35 SOLID WALL PIPE. 31. W/-IERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BU/LO/NG OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND ANO UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS AR[ IN CONFLICT WITH THE PROPOSED WORK. JJ. 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 SOG&E (800)-660-7343 PACIFIC BELL (800)-892-0123 ADELPHIA CABLEVISION (760)438-7741 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (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 {11.06.170(8)} CARLSBAD MUNICIPAL CODE. 8. PRIOR TD FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE Cf TY ENGINEER VIA THE PROJECT INSPECTOR {11.06,190(8)} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, W/--1/CH 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-BUil T GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT: PROJECT NO. 01-1106£6 PREPARED BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. DA TED JUNE 2, 2001 SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS ANO SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF TH[ BUSINESS AND PROFESSIONS CODE, AND THAT TH[ 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. STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 bl-I CALIFORNIA AQMINISTRA TIVE CODE. THE PLAN SHA/ L BE PREPARED BY A ·. A, I REGISTFRFD FNG/Nf'FR AT THF CONTRACTORS EXPENSE A COPY OF THE OSHA nc. l~g~~~~8~. PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO land planning, civil engineering, surveying RONALD L. HOILOW'AY NO. 29271 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN 5115 AVENIDA ENCINAS EXP. 3-81-07 OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING SUITE "L" l'JV\t PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. CARLSBAD. CA. 92008-4387 19, IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA (760) 931-8700 MAPLE AVE. VICINITY MAP NO SCALE APN AP N 2 04-234-i3 APN 204-234-iO APN 204-234-ii 20 10 0 20 40 SCALE: 1" = 20' THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE ~TH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO. 5425 DATED JUNE 18, 2003 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY: EAST COUTNY SOIL CONSULTATION AND ENGINEERING, INC DA TED JUNE 21, 01 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TEO JUNE 18 2003 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED: CATAGORICALL Y EXEMPTED - SECTION 15JOJ (B), CLASS J) 10. STORMWATER MANAGEMENT PLAN ANO STORMWATER MAINTENANCE PLAN PREPARED BY BHA, INC. DATED OCTOBER 18. 2003 11. CMWO STANDARDS FOR CONSTRUCTION OF PUBLIC WORKS MAINS AND SEWER SYSTEMS, LA TEST EDITION. 60 I"'-'' .1 ---, I APN 204-234-08 I l ~·----·· l:!NITC : i -·~- APN 204-234-09 LEGAL DESCRIPTION LOTS 7 & 8 IN BLOCK "C" OF PALISADES. IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA. ACCORDING TO MAP THEREOF NO. 1747, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. FEBRUARY 5, 1928. DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE r'j) I MAPLE A VENUE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART /4-9-zt-0 '3 SOURCE OF TOPOGRAPHY APN # 204-234-07 & 08 SITE ADDRESS OWNER/PERMITIEE UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY RONALD L. HOLLOWA RCE 29271 EXP. 3-31-07 DATE TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED FROM ENGINEER TO DO SO. INFORMATION GATHERED ON FEBRUARY 2000 BY BHA INC. EGGEBRECHT LAS VISTA, LLC 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING SOILS ENGINEER'S CERTIFICATE TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP 3516 CARLSBAD BLVD. .L 0 I 0 I 0 :r: 0 I 0 I 0 I 0 LEGEND DWG. NO. PROPERTY BOUNDARY EXISTING WOOD FENCE FINISHED FLOOR ELEVATION EXISTING SPOT ELEVATION EXISTING CONTOUR EXISTING OVER-HEAD UTILITY EXISTING WATER LINE EXISTING SEWER LINE EXISTING SEWER MANHOLE EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING CONCRETE EXISTING AC PAVEMENT PROPOSED RETAINING WALL (BY SEPARATE PERMIT) PROPOSED FLOW PATH PROPOSED YARD DRAIN (6" ROUND BY NDS) PROPOSED CLEAN OUT (6" ROUND BY NDS) PROPOSED 24"x24" CATCH BASIN BY NDS PROPOSED STORM DRAIN PIPE 1 Q" PVC C900 CLASS 100 PROPOSED 12" TRENCH DRAIN PROPOSED CURB OUTLET PROPOSED BROW DITCH BROOKS NO. 38 DRAIN BOX PROPOSED SPOT ELEVATION TOP OF WAlL FINISH GRADE PROPOSED WATER SERVICE & METER PROPOSED FIRE SERVICE PIPE & VALVE PROPOSED SEWER LATERAL RIGHT OF WAY CENTER LINE CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING CITY OF CARLSBAD STANDARD DRAWING SAN DIEGO REGIONAL STANDARD DRAWING PROPOSED PROPOSED CONCRETE SIDEWALK PROPOSED TYPE G CONCRETE CURB & GUTTER PROPOSED TRENCH RESURFACE TYPE A SDRSD D-25 (CMWD W3) (CMWD W22) (CMWD S-7) S.D.R.S.D. G-7 S.D.R.S.D. G-2 S.D.R.S.D. G-24 SYMBOL ---X (FF 45.6) X 44.4 ----44.4--- ---OH w SM 0 FH IIIE.,III --® 0 • 1 O" PVC ==:..-IL 50.9 ..- TW FG --® --®--©-- --® R/W CL C.M.W.D.S.D. C.C.S.D. S.D.R.S.D. PROPOSED CONCRETE DRIVEWAY CITY t,W. 6r$-l2. FOR EROSION CONTROL QUANTITY SEE SHEET 3 OF THIS PLAN QTY. 3,400 LF 5 EA 4 EA 1 EA 440 LF 24 Lr 125 LF 1 EA 5 EA 1 EA 4 EA 400 SF 80 SF _400 SF 1,370 SF WARMING UP, REPAIR, ARRIVAL, OEPARWRE OR OPERATION OF TRUCKS, ACCURACY STANDARDS. CARLSBAD CA, 92008 EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED MAMADOU SAL/OU DIALLO A REGISTERED CIVIL ENGINEER OF THE STATE OF <160) 415-4952 PLANNING DEPARTMENT APPROVAL GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS PROJECT LOCATION ~ "AS BU IL T" SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING , ... .' Ii OPERATIONS SHALL BE CONDUCTED ON WEEKENDS DR HOLIDAYS. (A LIST OF CITY MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL YYlM!"(J/1 0..., DATE:fDlt'f1/D3 CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) ( ) / HOLIDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.) 204-234-07-& 08 21 _ ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE DIRECTION BETWEEN THE DATES OF MAY 1, 2001 AND JUNE 2, 2001. TWO IIICIIAEL J. HOLZIIILLER, PLANNING DIRECTOR EARTHWORK gUANTITIES CUT: 1 6.Q5 CY RCE '2 92"1 [ EXP. 1/11 lo, , I /-4-00 DATE CITY [NG/NEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY. WITH MY THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: ~-?" -?--/-;,::-, RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY N 2 000 500 E 6 225 000 ,,,-/__ /._,t., ~-------· !D/;,'/' /0'] 22, ~:~RT MATERIAL SHALL BE OBTAINED FR;;M~AND WASTE MATERIAL SHALL BE ENGINEER. / I , ~ BENCH MARK _ __.-: --(filGNJID) ; .,_... DATE: :..; I I /. DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR ,,n,QfESS•aw:,, SIGNED: IA..,,1v.J rl)..J:~ ~'n_fl<_.. RECom=ED BY ~/C'<M'i hJIJt7~ I o/ c,fi' SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ," ";::::« -~ --THE BENCHMARK FOR THIS SURVEY IS THE SAN DIEGO COUNTY ,uwnu : (Pilnri'6NAME~ INSPECTOR DATE a FILL: 16.Q CY IMPORT: CY EXPORT: 1415 CY ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. Z};~~oOUS,o4. ~ MONUMENT OC 155, WHICH IS A STANDARD BRASS DISK ~ ,-;: '<" ~/ Q P.E. NO.: RC[ 54071 .. " w w ~ 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE S!J~ 'o';i: STAMPED OC 155 1968 SET IN THE TOP OF A CONCRETE • ----+---1------------------+---l----l----+---1 SHlEET CITY OF CARLSBAD SHE3ETS ">~ TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. S:J llo. C054071 ffi "" Q RAILROAD SIGNAL BASE AT THE WESTERLY CORNER. LOCA TEO ~ i ,!. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONO/NG OF a:. Exp.'<·><·•• ~ DATE: -----~-,~-~2-·~,-~o~;~-----0.55 Ml NORTH ALONG CARLSBAD BLVD. FROM THE ~:::::=:'..'::::=::::::EN=G::IN:::E:::E::R::IN:::G::::::::D::EP::A::R:::T::M::E::NT==:::::'...'::::::::::~ d~ WATER /S NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A * ;, INTERSECT/ON WITH CARLSBAD VILLAGE DRIVE, THENCE 0.05 Ml GRADING & EROSION CONTROL PLANS FOR: i5'c,' MINIMUM ONE PERCENT SLOPE. <l''d-"" CIVIL ,.rf-~'<: LICENSE EXP/RATION DATE: 12-31-03 WEST ALONG A DIRT ROAD TO THE ATCHISON TOPEKA AND ~ 25. THESE PLANS ARE suBJECT To A stGNED AND APPROVED SET oF ERos,oN ""DFc1-.L1·d" SANTA FE RAILROAD, BENCHMARK is o.1o Ml FROM THE VILLAS DE LUZ ~'- CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY OWNER'S CERTIFICATE CARLSBAD BLVD BRIDGE OVER THE RAILROAD. ELEVATION IS § :Q THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 20.044' ON NGVD 29 ADJUSTED BY NATIONAL GEODETIC CONDOMINIUM PROJECT s,: ~ 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR SURVEY. APRIL 1980. ...J a'; SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND GEOLOG/ T HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL APPROVED: LLOYD B. HUBBS 6' J, · ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED GRAD/ AC VITY. N ADVISE ON THE COMPACTION ANO STABILITY OF CARLSBAD MUNICIPAL WATER DISTRICT ~.£""".i!<;...ce:c,_,~~~,,:.J.~=;i:i~,.,::s;;•a:::.,,.:..&~-----;c/3//43 ;::G AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. THIS T, • • '•••,.( ··.,. CITY ENGIN6 PE ?&ia9 EXPIRES 12 31 05 ifATE' LO c, 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED ANO/OR HYDROSEEOED '(!) -c) -OJ ~ ~ • ,c> / I VIS 1A '7"'. ) (.) WITHIN =N (10'' DAYS OF THE T/ME "''HEN EACH SLOPE IS BROUGHT TQ GRADE / ,,.~e,/;.,~':!'-~~~----/D 3 I I,:,~ ;\ / / DWN BY: -~-PROJECT NO. I DRAWING NO <: (t\ AS SHOWN ON 1THE APPROVED GRADING PLANS. • NAME (DAVID EG RECHT DA TE 7oifE'.ITTi worJ:I DA fE r DATE INITI~L TQ MATO( AF.CHI. 317E. PLAN <SHr 2)l_,:D::.:A.::TE:__J_:INc::11.:::1A.::L+..:::.::.::........L::.::.:::.'.'.:....J CHKD BY: µ, <.;r: · -(ij L _______________________________ ...:,F~O~R~E:G:G:E:B~RE:C:H~T_L:A~S:...:.½:1S~~~-..::LL:C:.):.... ___________________________ ~D~E:P~U~TY:...::c~IT~Y___:E~N~G:IN:E!E:R _ _:R~.c:.E:·~3:3:6~9~8-~E~XP::_.::6~/3~1~/~0~6_J:EN:G:IN:EE:R~~:.:~::::~~··...,..,,.....,,-R_E~V--l~S-IO_N...,.,D~E-S~C~R~I-P_T_10~N--~'-•....;;•l·)~O:TH:ER:..::AP:P:RO~V:AL::_i...::::c1~TY~A:P:P:RO~V:AL:.l~R~VW;;;;;;D;;;;:;B2~;;;;;;;i)~f,~~·~~;;;;;;~M~S;;;;;;~o~2;;;;;;~1~2;;;;;;;;;;;;:·~4~1~2;;;;;;~9~A:::::Jl~ ,.._ . ...._,.__ ___ ~ ...... ,,,~ _ __, "'" _____ j-~ ___ ,...J-·,_,, 59:5--0757-400 DATE: 05-16'-03 AC REVISED, 09/22/0J <( en I NM "'""" ~ -0 (!)N ~ C I SOO£l0 - -j rl \ 50.00' 26'± EXISTING EDGE OF PAVEMENT 100.00' 10 I SCALE: 1" = 10' 20 I 30 I EXISTING~ GROUND ---- TYPICAL STREET SECTION CARLSBAD BOULEY ARD NOT TO SCALE 4" EX. FENCE PL TO REMAIN i.,:' PROPOSED RETAINING WALL~ I l===i L .. '--<',--;-' L I I I BROW DITCH DETAIL ---,..-INO TO SCALE US!· IN ·l'Ua. CJlMCUfi. BR88~~o:--:3-~ ---.. DRAIN BOX 6R wl EE!l:J-/l<~ -:1.11" bl.AT£. 2-10" PVC------1 '---../13xSIN DETAIL NOT TO SCALE c,:: SIDEWALK a:' EX GARAGE (47.2) ±3" I SECTION A'-A' FOR REFERENCE ONLY N.T.S. ···,,,-·· ·-v . • ,,..... ~ ~----\_,.•--'·./---~-._,-·,.,'\._ ~-~-----t---------------r---.--;--,--, ··\,. j.\p J\j * EXIST. 0 VER-' l O[) HEAD Ulll/TY LINE ;') CQ TO BE UNDERGROUND O[) <0 Of) <'. EXISTING \ .. S.D.G & E EASEMENT, ~: PER BK 951. PG 3, -----_ · REG. 7/10/1923 -~ J.\PJ\J 20-4~23.LJ,~-J3 j.\p J\j 50.30 TW 47.70 FG 47.87 IE . I i PROPOSED 6' MASONRY PRIVACY WALL PROVIDE 2-4"x4" WALL OPENING @ 48" 0. C. FOR DRAINAGE GRADING PLANS FOR: VILLAS DE LUZ j.\p J\j CONDOMINIUM PROJECT E.XISTINC MASONRY WALL j.\p J\j A' 2' 25' 1 5 25 bJ.iA,lnc. :r: 0 :r: 0 :r: 0 :r: 0 :r: 0 :r: 0 0 :r: 0 :r: 0 :r: 0 land planning, clvl .engineering, surveying 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 RON~. ~~ RCE 29271 R/W DATE 10 0 10 20 30 ------SCAI...E: 1• -10' EROSION CONTROL NOTES 1. IN CASE EltlCRGENCY ~ IS RE:OIJIR£D, ca,/TACT OA',fD EGGEBRI.CHT (760) 415-4952 2. EQUIPMENT ANO 1150k 1.:S FOR OIERGENCY MORK SHALL BE MAD€ A VNLABU" AT ALL TMIES DURING 1H£ RAINY SEASON. ALL NI.CE.SSARY MA T£RIAI.S SHALL 81. STOCKPILED ON SIT£ AT CONl/£Hl£NT LOCATIONS TO FACII..ITAT£ RAPID CONSTRUCT/OH or TDIPORARY DOfCES ltH£N RAIN IS f'l,HH£HT. .J. 0£~ SHO•t OH l'lAHS SHALL NOT BE MOVED OR MOO/FIED 1/1111HOUT THE APPROVAL or 'THE ENG# :a • .G IHSP£CTOR. 4. THE: CONTRACTOR SHALL RE:STORE ALL EROSION CONTROi.. 0£',fCES TO WORKING ORDER TO 1HE SAT/Sf"ACTION OF THE C1TY ENGINEI.R ~ I.ACH RUH-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL 1,1£ASIJR£S AS MAY El£ RI.QUIRED BY 1H1. CITY OIQN£CR DUI. TO UNCOMPlET£D GRADING OPf:RA TIONS OR /JHFORESCEN CllfOAISTANC£S WHICH MAY ARISE. 6. TH£ CONTRACTOR SHALL BE R£SPOHSIBL.£ AND SHALL TAKE N£CESSARY PRI.CAUTIOHS TO PRl.\£NT PU8LJC lRESPASS ONTO ARI.AS llf-lE"RI. lt.lPOUND£D WA 1ERS CREA TE A HAZAROOUS CONDITION. 7. ALL EROSION COH7ROt. ME"ASIA'l£5 PROW)([) PfR THE APPROl£D GRAD/HG PU.N SHALL BE INCORPORA 1ED H£ff£0H. B. GRADCD AREAS AROOHO 1H£ PrfO.ECT PCRMl£TER MUST DRMN AWAY FROlil THE FACE OF SLOPI. AT THE COHQ.USKJN OF I.A04 IIORKING DAY. 9. AU. REMOVABU PROTECT/\£ D£.te£S SHOttH SHALL 8£ IN Pt.ACE AT TH£ END OF I.A.CH IIO'IKIHG DAY IIH£N 1H£ Fl\£ (5) DAY RAJH PROBABIUTY FORECAST EXCEEDS FORTY P£RC£NT (4mr). Sll.T ANO O~ OEBRIS SHALL 8£ RI.MOl£D AFTER EACH RAJNFALL. 10. ALL GRA\ifi BAGS SHALL BE EIURLAP T'l'PE 111TH .J/4 INCH MINIMIJ/rl AGGREGRAT£. LEGEND DESC1w '00N SrotW OltNH INl..£T 1'¥f01E:C7ION STABIUZFD CONS11fUC1'0N ENTRANCE 1 EA QllAl£L BAGS 1,320 £A APN 204~234~-J5 ~~-:, * cx,sr. ovER HEAD (} T/L/7 Y Li.!V[ TO BE U/-..iDE.R:c;Fr-"OUhJi.1 E XiSTli\ G S.D.C & E !:.ASE,l~N~ ~cp 8~ 961, P'.] 3, k:::C 7/'! o/· 923 5D.9C -----/--L.,_ - C') ...., oO ~') "' I..) . - 48 19 iE. APN 2 04~234~-J-J I I EXISTING GROUND j 14 'I.IIN. I ' : I i ! EROSION CONTROL VILL SDELUZ CONDOMINIUM PROJECT _2_Q__?i,_I, -----.i-/' 0 / '"'··~~-i •• (-E>tiST!rvc. wooorr\,, FTt-JCE \ TC .'~[Mt,)/'/ t)N:__ES:> 0 TriEJ?W!S[ '! A DR LTD UPC/\/ BY ,1.._ .A._S'fE f:?L Y ·' ppop::i:ny OW'\11--P I . ~-·•· ,.,,_,._ E,'<',1 ST11"✓-G VASONR'r' ___ ) 50'1.IIN 12" MIN. PROFILE PUBLIC RICH T- OF-WA Y FILTER F ABR/C PUBLIC RIGHT-OF-WAY CORRUGATfD SfffL PANELS '\_PROVIDE APPFWPRIA T[ TRANSITION BET~N STABILIZED CONSTRUCTION ENTRANCE AND PUBUC RIGHT-OF- WAY WAL ... APN APN GRAVEL BAGS OVERLAP ONTO CURB ------ RUNOFF GAP BfnWEEN BAGS ACTS AS SPILLWAY AB ,, --, 1.J-~ I EX!SfiNG GAf;:AGE 3 FT (0.9 /,,/) /JIN. THREE LAYERS OF GRAVEL BAGS WITH ENOS OVERLAPPED STABILIZED CONSTRUCTION ENTRANCE GRAVEL BAGS J ' " ' ,_ c_, ;..: ::::; c::; '0,::_,i . ·::a :,,.: -~~ ci (3 Vi 25' ch i I ' I ! "' 6 :::; [ ~ 0 bltA,lnc. Did f6 •·· dill f' I lj =:.,, 5115 AVENOA ENCINAS SUITE "L• CARLSBAD, CA. 92008-•387 (780) 11-31-1700 RONAU> L HOU.OWi(( RCE 29271 • ;__) ~c J"' --~ ~ -~ -I ~-• -'--p/1,1· DATE ~1 CI1'Y· OF CARLSBAD j~ l__Qj _ ENGINEERING DEPARTMENT _ ~ m>Sl>K COJffllOL PUN POii:: VILIAS DE LUZ CONDOMINIUM PROJECT RflifSED.-07-18-03