Loading...
HomeMy WebLinkAboutDWG 470-8A; CDP 10-12; RICHARD SMERUD RESIDENCE; 01-02GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIB/LI TY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRIJCTION. ALL PLA/i 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 CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSIJRANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF 'A" AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQIJIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE 4PPROPRIA TE 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) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL 8£ 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 WILL BE SUBMITTED TO Tl/£ CITY ENGINEER/NG INSPECTOR WITHIN TWO WORKING CAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMEND A TfONS OU TL/NED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL 8£ DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CAUFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH TH[ CITY OF CARLSBAD STANDARD SPECIF/CA TfONS AND THE " EARTHWORK SPECIF/CATIONS " ATTACHED TO Tiff PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MITT/NG SHA/ L BE HE;/ D AT THE Sf TE PRIOR TO THE Bf GINNING OF WORK AND SHAii BE A Tll1/DED BY All RFPRESEN TA Tl YES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER I\SfITTS Of THE WORK. THE CONTRACTOR SHALL REQUEST A ?RECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN 8£ CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PR£CONSTRUCT/ON MEETING. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. All INSPECTION REOIIFSTS OTHER THAN FOR PR[CONSTRUCTION MEETING Will BE MADE BY CAIi iNG THE ENGINEERING 24 HOUR INSPECTION RfOllfSI //Nf AT 760 43B 3891. INSPECTION RE VEST MUST Bf RECEIVED PRIOR TO 2: P.M ON THE DAY BEFORE THE INSPECTION IS N[EO[ . INSPECTIONS WILL 8£ MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. v.1LL BE SCfl[DULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO 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 CODf SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORll'G, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION TH[R[IN. 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 B CALIFORNIA ADMINISTRA T!VE CODE, THE PLAN SHALL 8£ PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE, A COPY OF THE OSHA EXCAVATION PERMIT MIJST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHl:.DUL/NG OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS Will CEASE IMMEDIATELY, AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AIJIHORITY FROM THE CITY ENC/NEER 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. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WITK[NOS 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 8£ DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONS18l E FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 2J. BRIJSH SHALL BE REMOVED ONLY WITHIN THE AREA TO 8£ GRADED. NO TREES ARE TO BE REMOVED UNLESS SP[CIFICALL Y NOTED ON THE PLAN. 24. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SIJBJECT 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 SURFACE AND CROSS SECTION. THE SITE SHALL 8£ 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 HYDROSEEDEO 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, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. Nlj , 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 Tl1A T SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQU/R[MENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. W1-!ERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL 8£ REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENIL 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 DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SOG&E (800)660-7343 AT&T (800)892-D12J ADELPHIA CABLE COMMUNICATIONS (760)438-7741 COX COMMUN/CA T/ONS [760)806-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 'SAN DIEGUITO WATER DISTRICT (760)6JJ-2650 'LEUCADIA COUNTY WATER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT (760)744-0460 *OLIVENHAIN WATER DISTRICT (760)753-6466 'BUENA SANITATION DISTRICT (760)726-1340 *AS APPROPRIATE 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 {15.16.120(A.8)] CARLSBAD MUNICIPAL CODE. . B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MIJST BE · SUBMITTED TO THE CITY ENGINEER VIA /HE PROJECT INSPECTOR {15.16.120(A.10)J CARLSBAD MUNICIPAL CODE: (1r 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 DEPAR™ENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, W1-!ICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SIJMMARIES 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 ISSIJED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO 8£ RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL 8£ REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED PROPOSED BUENA VISTA WAY RESIDENCE , PREPARED BY CHRISTIAN WHEELER ENGINEERING DATED MAY 28, 2010 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALt 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 HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: __ ~T=H=E~S=E=A~B=RI=G=H=T~C=OM~PANY~~---- ADDRESS: 4322 SEA BRIGHT PLACE CITY, STA TE: CARLSBAD, CA 92008 TELEPHONE: PH/FAX: (760) 720-0098 BY: ROBERT 0. SUKUP j?ttlltifo.'£.L.j.CoATE: _3"',IF.3-',l/µ!l,:__ __ . (NAME OF ENC/NEER) R.C.E. NO.: RCE 28302 REGISTRATION EXPIRATION DATE: 3/31/2012 SOILS ENGINEER'S CERTIFICATE ,. DAW lf'L 9>. A 01.-e«-. A REG1sTEREo c,v,L ENGINEER OF THE STATE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS Sf TE WAS ¥/ID~ 8 Y ME OR UNO ER MY DIREC~ON 8£TWEEN THE DA TES . OF MA'!. ~ 20 I I AND MAr.. S-..,_2!)1/, TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUD VI/TH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TH fl) E THE CITY ENGINEER. (, SIGNED: P.E. NO.: DA TE: __ ___:.3-:..___lc.../-_l_l ------- LICENSE EXP/RATION DA TE: C· 3,o-JL. OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL ?~,t~?r. ACTIVITY AN? ,:gv1s£ ON~ T~E COMPACTION ANO STABILITY OF (7 ?-------/ f-<-1( ,... R)CHARD SMERUD DA TE SITE LOCATION VICINITY CITY OF OCEANS I DE PACIFIC OCEAN ?a MAP AVE CITY OF VISTA CITY OF ~-\LI SAN MARCOS CITY OF ENCINITAS THOMAS BROS. PG. 1066-E4 OWNER/DEVELOPER: MR. RICHARD SMERUD 2835 PROGRESS PLACE ESCONDIDO, CA 92029 (760) 474-1706 SITE ADDRESS: 1099 BUENA v1$TA WAY CARLSBAD, CA LEGAL DESCRIPTION: PER DEED REC. APR. 28, 2009 AS DOC. NO. 2009-0219995 APN 155-251-02 SOURCE OF TOPOGRAPHY FIELD SURVEY ON MAR. 22, 2010 BY LCF SURVEYING, INC. SOILS ENGINEER: CHRISnAN WHEELER ENG/NffRING 3980 HOME A VENUE SAN DIEGO, CA 92105 (619) 550-1700 REPORT jC'II[ 2100122.01 BASIS OF ELEVATIONS: CITY OF CARLSBAD SURVEY CONTROL TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCQ NUMBER(S) 155-251-02 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 366 [ __ 1,_-,,6.,,59,,__ _____ _ BENCH MARK DESCRIPTION: CITY OF CARLSBAD, CLSB-130, 2 1 /2" DISK LOCATION: SOUTHEAST CORNER OF DRAINAGE BOX AT THE N.E. CORNER OF GRANO A VE. AND WASHINGTON ST. ELEVATION: 40.91 DATUM:~~-~- EARTHWORK QUANTITIES CUT: ______ 20 CY FILL: 340 er IMPORT: 320 CY EXPORT: ---CY REMEDIAL: 380 CY EARTHWORK NOTES: 1-PROVIDED EARTHWORK QUANTITIES ARE ESTIMATES ONLY AND SHALL BE VERIFIED BY CONTRACTOR. 2-PROVIDED EARTHWORK QUANTITIES ARE NOT ADJUSTED FOR SHRINKAGE AND OTHER GEOTECHNICAL FACTORS THAT MAY AFFECT THE ACTUAL QUANTITIES. LEGEND: ______ PROPERTY LJNE __________ CENTERLJNE OF STREET -----ss --------SEWER LJNE (...2...«-.::.::z::? _7J:'.2'. . .Z.I ------MASONRY WALL -x--- --------/3.U--~-- 62.5 , TC FL WV _____ CHAIN LJNK FENCE _______ WOOD FENCE --------WIRE FENCE _______ POWER POLE MINOR CONTOURS _____ MAJOR CONTOURS~ ______ SPOT ELEVATION _______ TOP OF CURB ------FLOWUNE ELEV. _______ WATER VALVE WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARA T/ON 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, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOv.1NG 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. NOT USED 5. THE STANDARD SPECIF/CATIONS FOR PIJBL/C WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY CHRISTIAN WHEELER ENGINEERING DA TED 5/28/10 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. B. WPCP PREPARED BY ___ (SEE EROSION CONTROL PLAN) CONSTRGCTION QUANTITIES DESCRIPTION DWG.NO. SYMBOL OUANTITY PROPOSED STORM DRAIN PIPE ( 4 • --- - - - -91 LF -- - - - - - PVC SOR 35) PROPOSED RITAINING WALL (6FT <H> SDRSD C4 432 SF 3 FT) - 1 'X1' NOS DRAIN BOX □ J EA CONCRITE DRIVEWAY APRONS SDRSO G14C A ,, .. -.t\ _.,.i,/(;i--J/< '.o_ 210 SF CURB OUTLET DRAIN SDRSD 027 1 EA 810 RETENTION SWALE DITAIL SHEET 2 v' I I IZZZZZZJ 160 SF BIO '?£TENTION JASIN DETAIL SHEET 2 ~SSSSSS\ \\\J 45 SF "AS BUILT" P~~~tJf,:DEPARTMENT APPROVAL ~ec, L.f!!._, DATE:.5j2'//2Dt I (SIGNED) J?M ;wl,.l# -z./is/i3 (SIGNED) RECOMMENDED BY: C/iris Ga.,.c.io.- (PHJNT NAYE) RCE 2&302. EXP. d131} 11 DA 1E -----REVIEWED BY: t: 1.J. t' I 4-J{,-/3 !!'I: ;tCTOR (. DATE ENGINEERING DEPARTMENT 2 1---1---+----------------+---+---+-----+------l I SHfET I CITY OF CARLSBAD I SHEETS I DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLAN FOR: RICHAPD SMERUD RESIDENCE 1099 BUENA VISTA WAY OWN BY:~'----- CHKD BY: ,::,y,/ RVWD BY: CARLSBAD, CA PROJECT NO. COP 10-12 DRAWING NO. 4. J-CA 062311 OK ro RfMO\£ JR/I ; 1.__0 B t ~i--.. a-Ct;. a a,_ ~i3 ~-~ au 8 c§ " ['j ~~ "' ' (I')>( B~ 1, i I', - J' x 15' 810-RE~UON BASIN 1.0 ,r / ·R /' --" - PROPERTY IJNE ;;it. -;;--_-._ .. --- / 1095 BUFNA VISTA WAY APN 155-251-01 NOJF: INSTAI.L J SJRAND CA8L£ RAB. FENCE OH TOP OF NEW WALL 'MIERf DIISTING 6' 111'.lOD FENCE DOES NOT EX~ AT I.EAST J' ABO\£ NEW WALL DIISTING 111'.lOD F£NCE AT PROPoRTY UN£ ,y' / / / / -1~ ' A+, , N -~~•33• 42" E 1150.00' EXISTING HOUSE fFE 71.5 PAD 71.0 EXISTING HOUSE F~7:7 )7777//7777;;-,,..-._..,.7,-i;:,-,-,,.-//""7/ / /,. _/,, · ,• ~-:--T:--;--77-;---;,· Tj ~-· 1107BUCNA.v7STA V✓-~Y .. , ·;: . AP.N 155-?51-03 ,1 F.X!STTI\Jc; .HOUS~- FFE 75/J PAD 74_5 , 2' , r-• DE£P R0071:D DROUGHT :----------------------: /" TOILRANT PLANTS SUITABI.£ : ,,f FOR M£I.L DRAINED SOIL I / I I 'oc·::-.,,-:,-.-,";'.'- __ }.'. _________ ._ i--~~ ,~--DE£P ROOTED DROUGHT r-11• i i ,,,,' -TOLERANT Pt.ANTS SU/TABLE t ,,-t'Z________ FOR M£I.L DRAINED SOIL ' ------18" MIN •. ~ F:NG/NITRED SOIL u 1-c"c.•.----':•:-':-• ,~.~. -=-o';;co--"--::G~• 5()-601' SAND 'I ~F~RJ=E~~c.~~-r.•,-•.,....•-•.,...•_,.Q• o 9 \ o -. 2Q-JOX COMPOST --------18" MIN. OF F:NGlNffRF:D SOIL ~~~~~~~~~~ S0-60Jf SAND PR.A\~ t • 1 6 a O 6 1 o 2()-JOX ToPSO/L BIO SWALE NO SCALE MAX SX C!.AY l?,0 OF <;,R>.\JcL, 20-J0X COMPOST 20-J0Jf TOPSOJL BIO RETENTION BASIN MAX. 5X C!.AY NO SCALE I"" ~-,, = ·--1 It s, , __ I I j ..,-[lJS71NG 8" \'CP SEWER : j: __ ,,,.✓ [XIS TJNG 14" ~)\/ER MAIN __ ..,.' ( PER DWG 159-3, Sil[[T-1 I ) : ( DJSING C&G )-.\ ~ I I I I I I I I L_ ---,-------u_ -~ -,-,-- CE JERUN[ or sm[ET IW +---~ .:ir=----t----------i, (i4" W) Ii Is !f i I ! ~ g co ~ 0 0 co z SCALE 1 "=10' 10 ~ 0 .... 5 I 10 ! 20 ! CONTOUR INTERVAL = 1' R/W 55' ---------------------------------------------- INSTALL J STRANO CABI.£ RAD. FF:NCE ON TOP ~ NfW WALL MIERf EXISTING 6' IIOOO FF:NCE IS NOT AT LEAST J' A80\£ NEW WALL >.?.> PROPOS£D ~~~1,. BACK~ a• 81.0CK WALL r11 R/W DRM"WAY ~ F:XIS11NG 6' IIOOO FF:NCE F:XISTING GRADE ~ll:.>,IC" ~AIN )• -, -- 'TO 1!,\0-P:,6TBt-lT\OtJ l!A~1tJ SECTION A-A NO SCALE PADa74.Q ~· W,')(. Rii.1'. WA'-L:---- EXISTING GRADE _J ---- SECTION B-B NO SCALE 20.00' 30,00' I I I I I I I I I I / ( I "AS BUil T" DATE REVJEWED BY: I SH2EET I CITY OF CARLSBAD I SHEETS I l----l--+----------------t------t--;------1i------~ ENGINEERING DEPARTMENT 2 1-------t---+----------------,-----r--,-,r--, GRADING PLAN FOR: RICHARD SMERUD RESIDENCE 1099 BUENA VISTA WAY 1-~~l----,--,c=cc-+----------------;--;c;c;:;:-t-;;-;=--t---;--r;:;:---r:=~ OWN BY: DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: t::.W ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CARLSBAD, CA PESKI CITY ENGINEER PRO,JECT NO. CDP 10-12 <li1 ATE DRAWING NO. 470-BA 062311 L I