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HomeMy WebLinkAboutDWG 444-8A; PD 06-13; 1330 CYNTHIA LANE; 01-04' . GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 1 5. 1 6 OF THE 29. 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 30. 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-31. 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 32. 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.(b25 OF THE UNIFORM BUILDING CODE, 33. RETAINING WALLS OUTSIDE OF PUBLI RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6, NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS 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 34. 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 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 BUILDING 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 HELQ AT THE SITE PRIOR TO THE BEGI t,Jt,m,G QE WQEl~ AMl Sl:Jlll I BE ATTEt,JQED 81'. Al I ElEEElESEt,JIAil~ES RESPONSIBLE FOR CONSTRUCTION. INSPECTION, SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE 35. CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 36. 15. 8LL INSEECTIQN REQUESTS QTHEEl IHllt,J FQR E'RECQNSTRUCTION MEETING WII L E!E MI\QE B'!'. Cl\II ltJG Il:JE Et,JGltJEEflltJG 2~ 1:JQll!:l ltJSEECTIQt, flEQIJESI I ltJE AI (76Q) 431;!-3891.INSPE<:;TION REQUESTS 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 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 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 Pl AN VARIES FRQM THE SHQEllNG S:i'.STEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A BEQISIEBEQ EtJQltJEEB 8I Il::IE QQtJI88QIQBS E~E'EtJSE 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 OBTtNED FROM THE CITY OF CARLSBAD. SUBIT APPLICATION FOR BLASTING PER IT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19_ IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS 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 AM. AND 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 QQNTRACTQB SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 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 SURFACE AND CROSS SECTION. 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 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, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. Ni'.A ' , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. PRECISE GRADING PLAN WORK TO BE DONE THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS REMEDIAL GRADING, DRAINAGE FACILITIES. EROSION CONTROL FACILITIES, AND WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE FOR: AND ORDINANCES CITED ON THESE PLANS. UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING ROCK PER SDRSD S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD 3034 FOR DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY SDR 35 SOLID WALL PIPE. ENGINEER. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE 1330 CYNTHIA LANE 1 . CARLSBAD MUNICIPAL CODE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING 2. CITY OF CARLSBAD STANDARDS OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER 3. THIS SET OF PLANS AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY 4. MINOR COASTAL DEVELOPMENT PERMIT EXEMPT DATED: NIA THE CITY ENGINEER. FOX RESIDENCE 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY 6. SOILS REPORT AND RECOMMENDATIONS BY: HETHERINGTON ENGINEERING INC. AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS DATED: MAY 1 2000· MARCH 25 2005 AND MAY 23 2006 FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY WORK. OF CARLSBAD STANDARDS. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEGAL DESCRIPTION: PARCEL 1 OF PARCEL MAP NO. 18757, MINOR SUBDIVISION NO. 99-14 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR IN THE Cf!Y OF CARLSB4D, SAN DIEGO COUNTf, STATE OF CALIFORNIA. DATED: N/A FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1-800-422-4133 AP.N. 156-2J1-62 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED: EXEMPT SDG&E 760 438-6200 10. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY: NiA PACIFIC BELL 619 489-3441 I DANIELS CABLEVISION 760 438-5241 I EXEMPT DATED: WDID NO. 937C ADELPHIA CABLE COMMUNICATIONS 888 683-1000 COX COMMUNICATIONS 760 806-9809 11 . STORM WATER MANAGEMENT PLAN (SWMP) PREPARED BY: N/A CITY or CARLSBAD PUBLIC WORKS(STREETS) 760 434-2980 .w EXEMPT DATED: CITY OF CARLSBAD PUBL. WKS.-ENGR. (STORM DRAIN) (760)434-2980 , , 12. THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQUA). STORM WATER BEST CITY OF CARLSBAD OPERATIONS & MAINTENANCE r 60~434-2722 ' ... , , , , , ,.\ :, MANAGEMENT PRACTICE CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA DEPT. OF LEUCADIA WASTE DISTRICT(SEWER) 760 753-0155 -•~ .. " \ I TRANSPORTATION, CONSTRUCTION SITE. BEST MANAGEMENT PRACTICES (BMP) MANUAL. , ~-" ~ , ' OLIVENHAIN MUNICIPAL WATER DISTRICT 760 753-6466 .....-.,,,_ , ·-----:-, .r. "' l t\.., (<i -PERMIT COMPLIANCE REQUIREMENTS: "' l r ,;__ \ LEGEND A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER, V ,, .. ~ SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, '" \! \ ~i'~ "fl DESCRIPTION DWG.NO. SYMBOL QUANTITY OBSERVE AND CONTROL THE WORK IN PROGRESS ! 15. 16.120A.8. l 'I ,)\:'.ft .. CARLSBAD MUNICIPAL CODE. •• -- LOT 26 '.· ~:l'i . PROPERTY BOUNDARY -----B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING ~ . 1_ 9.l.' ·j ...,_ PARCEL A REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE I ·r;z{~; .. EXIST. LOT LINE 4,2337~ PROJECT INSPECTOR {15.16.120A.10.l CARLSBAD MUNICIPAL CODE: MAP I lli'.h ""\'" PM 14713 LOT # ,.;" .' -.,: .. , I ~ 21 .:-7'\11\ ( 1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL J PROPOSED PAD ELEV. 116.9 p GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING '-aJI AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY \ 'r I --CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE .\ I PROPOESD .FINISH FLOOR ELEV. 116.9 FF LETTER FROM CITY ENGINEERING DEPARTMENT). ' ' '• .. -~ ~ '-~ ::~~.ct;i PROPOSED .GARAGE FLOOR ELEV. 116.9 GF (2) AS-BUILT GRADING PLAN. .. -. -$,'1 • ··_. -t.,c. ~ PROPOSED .INVERT ELEV. 116.9 IE (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES -< - RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO ..:::--.. \ <··· >, CiNl'HTA = = = = = PROPOSED TOP OF GRATE ELEV. 116.9 TG 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 I EXISTING RETAINING WALL !ICJCTJl:=111 ---- --------LANE - GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND EXISTING GRADE ELEV .. RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT 114.0 EC AND ANY SUPPLEMENTS THERETO. EXISTING CONTOURS (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE ~ ~ --'114-- CITY. ~ PROPOSED CONTOURS --115 UNLESS A GRADING PERMIT FOR THIS PROJECT JS ISSUED WITHIN ONE ( 1) ~ C PROPOSED FINISH GRADE ELEV. 117.17 FG 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. PROPOSED BUILDING RETAINING WALL ------KEY MAP (BY SEPARATE PERMIT) THE SOILS REPORT TITLED: GEOTECHNICAL INVESTIGATION, PROPOSED SINGLE FAMILY ~ PROPOSED TOP OF WALL ELEV. 118.181W RESIDENCE ... PN:3414.1 DATED: 5/122000, GEO TECHNICAL UPDATE TO PROPOSED C,!) SFR ... PN:3414.1 DATED: 3i25i05 AND GEOTECHNICAL UPDATE TO PROPOSED SFR ... SCALE: 1 .. 100· PROPOSED BOTTOM OF WALL ELEV. 118.8 BTM PN:3414.1 DATED: 5/23/06 PREPARED BY: HETHERINGTON ENGINEERING, INC. SHALL - BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE EXISTING GROUND ELEV. +115.15 IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS IN SAID SOILS REPORT. PROPOSED FLOWLINE ELEV. 114.14FL "DECLARATION OF RESPONSIBLE CHARGE" CONSTRUCTION SITE PRIORITY PROPOSED UNLINED SWALE (FLOW DIRECTION) 180 LF I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I MEDIUM PRIORITY PROPOSED FILL SLOPE (2:1 MAX) I '1'2,, au.'!' I - HAVE 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 PROPOSED CUT SLOPE (2: 1 MAX} I y "'' y I CONSISTENT WITH CURRENT STANDARDS. OW!\ER: SHEET INDEX DAYLIGHT LINE \V \V I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE ERIC E. AND BEVERLY M. FOX 1 TITLE SHEET, DETAILS & NOTES PROPOSED KEYSTONE (COMPACT BLOCK) WALL \\\\ \\\\\\\\~\\ \\\\ 155 SF CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES 2740 WATERBURY WAY (BY SEPARATE PERMIT) ! CARLSBAD, CA 92008 2 GRADING PLAN SHEET '/ ,, ,1 FOR PROJECT DESIGN. PROPOSED PRIVATE INLET (SIZE PER PLAN} NDS 1200 □ 9 EA {858) 679-3000 EXT. 245 3 EROSION CONTROL PLAN SHEET BUCCOLA ENGINEERING, INC. Cl1Y OF OCEANSIDE 4 EROSION CONTROL DETAILS AND NOTES PROPOSED PRIVATE PVC PIPE (SIZE PER PLAN) 235 LF FIRM: Hl~AY ,. -A·:·:::i ,.,·,1\. ADDRESS: 3142 VISTA WAY, SUITE 301 SITE-._, --OWNER'S CERTIFICATE PROPOSED DRIVEWAY, PER CITY STD DWG GS-12, SDRSD G-14 ~~ "1! •·;-1,, ·=--193 SF OCEANSIDE, CA .pl CITY, STATE: I/' PROPOSED STEP RISER, HEIGHT IN INCHES 4R O 7' cA .I TELEPHONE: (760) 721-2000 1i"i~ ';I, ,, ~ e-~ I {WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR C ~ ',,[[,. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL CUT/ FILL LINE BY: ~~J.ltt•&: , I). f;(t.:: .. ~ . ' 0 ~ -GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF ~ .. _ ____,,. DATE:_/L-LtL•/?~ ,, \\ . ~,,,,,~ ;,; THIS SITE. EXISING SEWER LATERAL -----® 1 EA CITY OF VISTA Ha.IP D. BUCCOLA ,i; No.znaz ~ oNJJ""-0 ~ -.. -~t~= EXISTING WATER LATERAL WITH EX. METER ----lRl 1 EA R.C E. NO.: 27732 * Exp.3-31-01 * I l · I l -,o<., I 11 03-31-08 ~c,~ --,~~ - I.# ERIC E. FOX DATE PROPOSED SIDEWALK UNDERDRAIN PIPE, PER SDRSD D-27 1 EA REGISTRATION EXPIRATION DATE: I I ; '-"'<..1:11' C CITY OF ,;~~~ OCEAN ~ ijl SAN MARCOS SOILS ENGINEER'S CERTIFICATE "-••"'· -v ,;:\_ ··~··-·-------_________ _, ___ SOURCE OF TOPOGRAPHY .,Q; ........ \;11 1 I, Ql\t:JtJ'!'. CQl::IEt:J A REGISTERED CIVIL . \ ·'.''· . ·.,,., ....... ,_,._.,.s,,;w ,.,. [ TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY ENGINEER OF THE STATE OF CALIFORNIA. PRINCIPALLY DOING BUSINESS \ \ -,l J FIELD SURVEY DATA PROVIDED BY THE LAND OWNER, GATHERED PLANNING DEPARTMENT APPROVAL O AS BUILT~' IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A ·t I ON OR ABOUT JULY 1 2006 SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF ' ....._ MAP ACCURACY STANDARDS. DATE: / / ~~~ JO• e,,1':;l. MAY 1 20QO· MARCH 25 2005 AND MA)' 23 2006. TWO \ -CITY OF ENCINITAS -COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE 0~ CITY PROJECT LOCATION PLANNING DIRECTOR PHIP~WCC □LA RCE 27732 EXP, 3-31-08 DATE ENGINEER. ~~--VICINITY MAP THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) DATE: I I SIGNE . -, .. -~----L 156-231-62 REVIEWED BY• ltl 1:37(~c1:) /2.1'16 (4E) THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: ~(l.L Lo·/1,07 N 366 E 1666 RECOMMENDED BY: P.E. NO.: 1toftSSl . i RO DATE $~\l1C :q II /11 Io 6 CARLSBAD MUNICIPAL WATER DISTRICT I SHJET I CITY OF CARLSBAD I SH4TS I DATE: "' g No. 2346 OJ# ol (3 I (o~ 1"' If /z.,/OL ENGINEERING DEPARTMENT LICENSE EXPIRATION DATE: "" -~.Dale * DATE 1 PRECISE GRADING PLANS FOR: ~~ DAVID HAUSER DEPUTY CITY ENGINEER R.C.E. 33081 EXP. 6/30/08 1330 CYNTHIA LANE EARTHWORK QUANTITIES ~?tor c~1.~ol: PARCEL 1 MS 99-14 CUT: 225 CY FILL: 70 CY . CA.RLSBAD, REMEDIAL REMEDIAL PREPARED IN THE OFFICE OF: CALIFORNIA EXCA: 975 CY RE-COMP: 975 CY APPROV~AD C. r.AMMANN 0 ~ BUCCOLA 760/721-2000 BENCH MARK 1/2,/c~ SUBTOTAL CUT: 1200 CY J>-: ·~ 1 .,,,Pti ew(.1,c, DESCRIPTION: SE'IKE QN roe QF Cl IBA CITY ENGINEER PE 33069 EXPIRES 3/30/DB DATE ENGINEERING, • 13% SHRINKAGE: -156 CY inc LOCATION: CENTER OF N.E. CURB RETURN, CORNER /1\ DWN BY: OF KNOWLES AND GREGORY DRIVE PROJECT NO. DRAWING NO. DATE INITlAL DATE INITIAL DATE INITlAL . TOTAL CUT: 1044 1045 CY CHKD BY: ' 444-BA CY TOTAL ·FILL: RECORDED: CITY B.M. FILE REVISION DESCRIPTION PD 06-013 3t42 V-1.S'ta Way, Suite 301. Oceanside. CA 92056 ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL RVWD BY: { ELEVATION: 94.478 DATUM: MSI . L . :ll .;: .;: .• I! .c t 0 ' . . I , . 050207 w z ::J ~ er t"i x w II I ffil., ~! <1 I 111,., 3: ;::; o. I"' ei,~ ~ ~ ""' > ""' II I 0 • I" :Olfi <&>3: • cjl.e. i:'.ij8, II I; I , o· , I 111 8 I 0 -i 1UJ I Ii) I -+- ll .I - 1 s· I • I II a· _, 11 I I a· 2· I-- II I I I I I l I I I I II I I I 11 I I I I I II I CONSTRUCTION NOTES I II I II ,., I II ~ I II 0 I II 'io I II ~ ~ I II w I II ~I I II I II II I U w z :::J ~ er ~ I Vl ,_ ti (})-KEY STONE RETNNING WALL (MINI UNIT PER MANUFAC7VRE SPECIFICATIONS) <i)-cONSTRUCT 4• SEWER BACKFLOW PREVENTER I I I I I (j)-cONSTRUCT 12"X 12" CATCH BASIN; PER NOS j/200, j120J W/J 1212 SQUARE GRATE. ©-<;ONSTRUCT 4• PVC DRAIN PIPE, SCHEDULE 40 ~ONSTRUCT 6" PVC DRAIN PIPE, SCHEDULE 40 <i)-coNSTRUCT J" PVC DRAIN PIPE, SCHEDULE 40 -OUTLET PIPES PER SDRSD D-27 ([}-REMOVE EXISTING 6" VERT. C&G, SAW CUT & REMOVE/REPLACE AC PAVEMENT ®-coNSTRUCT PCC DRIVEWAY APPROACH PER, CITY OF CARLSBAD STD DWG GS-12 & SDRSD G-14 ®-coNSTRUCT 1-fGETA TED SWALE, "POST BMP-POLLUTANT FILTRATION" ~ONSTRUCT DOUBLE J" PVC SIDEWALK UNDERDRAIN PIPES, PER SDRSD D-27 @-cONSTRUCT 6" SEWER CLEANOUT PER CITY OF CARLSBAD STD DWG 57 @-INSTALL NEW METER BOX, BROOKS /37-T BODY WITH CAST IRON {READING) TRAFFIC COl-fR OR EQUAL AS APPROl-fD BY CITY ENGINEER. CONSTRUCT 12• THICKENED Rf/NFORCED PCC .,.-....,.....DRll-fWAY SECTION, 12" MIN. W/JJ REBAR ALL AROUND NEW METER BOX. @-a;NST/ft/CT 'f" X 'f • CIITt:11 tJIISI/V EXISTING STRUCTURE 1324 CYNTHIA LANE DAYLIGHT LINE 4' PRIVATE DRAINAGE ~ EASEMENT REC. 7-20-04 DOC# 01-506005 13 ~8 ,-::..~ t..:J:2 QJ.-. ---... ,,.---!':..fl a, 1-") r,,j,-..___:;,,::_ 0 --... .--- !!....!!!..._!! __ _ N 007i~·'J.,• ; .145.19; .,--__.- J ' --------n_~ 7 l'1 PROPERTY BOUNDARY I I I I I I I I I I I L 1• -----7 .~ LL __ 7 £XISTJNG STRUCTURE 1334 CYNTHIA 1.ANE 1330 CYN77-f/A LANE I I I I I I I I SCALE 1• = 10' BASIS OF STREET STATIONING - CTR INTR. GREGORY DR & CYNTHIA LAN[= 0+00. PER DWG/ 271-6 ---------- NOTE: 1. FINISH GRADE WILL PROVIDE A MINIMUM POSITIVE DRAINAGE OF 2% TO SWALE 5' A WAY FROM BUILDING. 2. A RIGHT OF WAY PERMIT IS REQUIRED TO WORK IN lHE CITY RIGHT OF WAY. 10 s 3. ALL ROOF DRAIN DOWN SPOUTS SHALL OUTLET ONTO SPLASH BLOCK WITH POSIT/1-f DRAINAGE DIRECTED TO 1-fGETA TED SWALES. ;t. PREPARED IN THE OFFICE OF: 760/721-2000 BENCH MAR : 0 10 IC SE'lt,;E Qt,j IQE' QE CURB 20 ~ I !!d i':fill U) ~~I . ..; ~I ',, ~2~ i:f EXIST. RET. WALL BUCCOLA ENGINEERING, • inc DESCRIPTION LOCATION: CENTER OF N.E. CURB RETURN, CORNER /1'\ OF KNOWLES AND GREGORY DRIVE DATE INITlAL 8142 Vista ff'a.y, Suite 301, Oceanside, CA 92058 RECORDED: ELEVATION: CITY B.M. FILE 94.478 ENGINEER OF WORK DATUM: MS! REVISION DESCRIPTION PROPOSED FINISH GRADE TOE Of~-..,, PROPOSED SLOPE 2' EXISTING LOT LINE VARIES EXIST. GROUND GRADE 1--1 I I C 1EXIST. 1 :__J RET. WALL C HT. VARIES I o f7 1--1 }---j----- 1-----, I I _____ .. SECTION A-A EXISTING STRUCTURE 1339 BUENA VISTA DATE INITlAL OTHER APPROVAL NTS _u--~m~ u AS BUIL TH ,o.nu~~, ~ ~t?. ,/1 Na.27731 M · 10· e,, 0;2.. ~ PH!c!P D. BUCC□LA RCE 27732 EXP, 3-31-08 DATE REVIE'w'ED BY• (' 1 ). (') I LtJ -ri• 02 ~ tXT□R (~ DATE I SzET I CITY OF CARLSBAD 1 sH4Ts I ENGINEERING DEPARTMENT PRECISE GRADING PLANS FOR: 1330 CYNTHIA LANE PARCEL 1 MS 99-14 CARLSBAD, CALIFORNIA APPROVE~ CON~C. HAMMANN 1,/a.,L,, I.Ju _u CITY ENGINEER PE 33069 EXPIRES 3/30/DB DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: ~ PD 06-013 444-BA CITY APPROVAL RVWD BY: I ' \ . 050207 I-0 a. l r-"' -,ii 8 0 ~ ~ r- "' • '! "o "' I g "' ;:;.- "' • ~ • e 0 0 .., -~ ::E .c -I\) G') & ;! 5 / • ~ .., "' l> ;:;.- ..: EROSION CONTROL NOTES I. IN CASE E:MERGENCY WORK IS RE:QU/RED,CONTACT ERIC FOX AT CZ6Ql 730-3967 (PHONE NUMBER) ----~~~---- 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING Tl-IE RAINY SEASON. ALL NECESSARY MA 7£RIALS SHALL BE STOCKPILED ON S/7£ AT CONVENIENT LOCATIONS TO FACILITA7£ RAPID CONSTRUCTION OF 7£MPORARY DEVICES WHEN RAIN IS IMMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE M0\1£D OR MODIFIED W1T1-IOUT THE APPROVAL OF THE E:NGINE:ERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AF7£R EACH RUN-OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY 1HE CITY ENGINEER DUE TO UNCOMPLET£D GRADING OPERATIONS OR UNFORESE:E:N CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WA7£RS CREA7£ A HAZARDOUS CONDITION. 7. ALL E:ROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORA 7£D HEREON. 8. GRADE:D AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT JHE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROT£CTIVE DEVICES SHOWN SHALL BE IN PLACE AT JHE END OF EACH WORKING DAY WHEN 1HE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEE:DS FORTY PERCENT (40,C). SILT AND OTHE:R DE:BRIS SHALL BE REMOV£D AF7£R EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE W1TH J/4 INCH MINIMUM AGGREGRA TE. 11. SHOULD GERM/NATION OF HYDROS£EDE:D SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90:f COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPE:S SHALL BE STABILIZED BY PUNCH STRAW /NSfALLED IN ACCORDANCE W11H SECTION J5.02J OF B. C. D. E. 1HE EROSION AND SEDIMENT CONTROL HANDBOOK OF JHE DEPARTMENT OF CONSERVATION, STA 7£ OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLE:D AND MAINTAINED AS REQUIRED IN SECTION 212 OF JHE STANDARD SPECIF/CATIONS AND Tl-IE FOLLOWING: A. HYDROSE:EDING SHALL BE APPLIED TO: I. ALL SLOPES TI-IAT ARE GRADED 6: I (HORIZONTAL TO VERTICAL) OR S7£EPER WHEN TI-IEY ARE: a. 11-/R[E FffT OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b, ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER 1HAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN SO DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIA 7£ TREATMENT. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CR/7£RIA: I. ALL SLOPES JHAT ARE GRADED 6: 1 OR ST££PER AND THAT ARE: a. JHREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100:f COVERAGE. b. GREATER 1HAN 8 FEET IN HEIGHT SHALL BE WAT£RED BY A CONVENTION- AL SYS7£M OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100,C COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA 7£D AS APPROVED BY THE CITY ENGINE£R, PRIOR TO HYDROS££D/NG. JHE DEVELOPER SHALL SUBMIT A PROPOSED SCH£ME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. JHE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYS7£M. J. /RR/GA TION SHALL MAINTAIN Tl-IE MOISTURE LEVEL OF JHE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF Tl-IE HYOROSEEDED GROWIH. HYDROSEED/NG MIX SHALL CONSIST OF ALL OF JHE FOLLOWING: I. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. P[R ACRE OF ROSE CL0\1£R b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOi. CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. J lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOl..ECA g. /7£MS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITT£D ON LOCATIONS WH£RE JHE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EIJHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULA 7£D WIIH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITI-IER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. I. ALL SEED MAT£RIALS SHALL BE TRANSPOR7ED TO THE JOBS/7£ IN UNOPENED CONfAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICUL TUR£ CERTIFICATION TAG ATTACHED TO, OR PRIN7£D ON SAID CONTAINERS. J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROS££D SLURRY AT Tl-IE DISCRETION OF THE CON TRACTOR. 2. TYPE I MULCH APPLIED AT THE RA 7£ OF NO LESS 7HAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MA 7£RJAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO Tl-iE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50,C OF THE STRAW IN TO 1HE SOIL J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHA7£ SULFA7£, 16-20-0, WIIH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSE:E:DED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: I. ROUGHENING THE SURFACE TO BE PLAN7£D BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES S7££PER THAN 6: I b. HARROWING AREAS 6: 1 OR FLA T7£R JHAT ARE SUFFICIENTI. Y FRIABLE. c. RIPPING AREAS 1HAT WILL NOT BREAK UP USING 17£MS a OR b ABOVE:. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SA TURA 7£0 SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR C0\1£RING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT /5 PERMANENTI.Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNnL THE PROJECT IS COMPLET£D AND ALL BONDS RELEASED. CONSTRUCTION SITE £NTRANCES SHALL BE PER CALIFORNIA STORM WA 7£R BMP HANDBOOK, STANDARD TC-1 (WWW.cobmphondbooks.com), MODIFIED AS FOLLOWS: • METAL SHAKER PLA 7£S W1LL BE REQUIRED AT ALL LOCATIONS UNLESS SPECIF/CALLY WAI\IED BY THE ENGINEERING INSPECTOR DUE TO SI TE CONS TRAIN TS. • Tl-IE ROCK SIZE SHALL BE 2" MINUS. • A FENCE, BARRICADE OR OTHER DEVICE APPROVED BY Tl-IE ENGINEERING INSPECTOR SHALL BE USED TO RESTRICT CONSTRUCTION TRAFFIC TO THE CONSTRUCTION ENTRANCE. 4" VERTICAL FACE [/,/BEDDING DETAIL ANGLE FIRST STAKE: TOWARD PREVIOUSLY LAID BALE -- R.OW---1►► ' -- WIRE OR NYLON BOUND BALES PLACfD ON THE CONTOUR _ 2 RE-BARS,STEEL. PICKETS.OR 2"X 2" STAKES I I /2' TO 2' IN GROUND ANCHORING DfTAIL * DRAINAGE AREA LESS T1-/AN I ACRE: STRAW BALE DIKE ,. srr POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. -------.--:'l 1/ ---:::,.,-- ~__/4 J. ATTACH TH[ FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL SILT FENCE GRAVEL FILTER OV£RR.OW ............... RUNOFF WATER WIIJi SEDIMENT SEDIMENT WIRE SCREEN FILTERED WATER ...... --- DROP INLfT WIIJi GRATE ~-CONCRETE BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN ---- DROP INLET WIIJi GRATE STRAW BALfS srAKfD wim nvo STAKES PER BALE COMPACTED SOIL TO PREVENT PIPING 2X6 STRUT(S) RUNOFF WATER WITH SEDIMENT END AND SIDE OVERLAP AT CORN£RS 2X6 STRUT(S) REQUIRED WHEN NOTED ON PLANS STAKED STRAW BALE • Ill Ill 2X6 STRUT(S) FILTERED WATER HAY BALE SILT BARRIER - GRAVEL BAGS OVERLAP ONTO CURB ,,,,. RUNOFF GAP BETl'lfEN BAGS ACTS AS SPILLWAY J FT (D.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS PREPARED IN THE OFFICE OF: 760/72t-2000 BENCH MARK • DESCRIPTION: $PIKE ON roe OF CURB A POINTS A SHOULD BE HIGHER IJiAN POINT B HAY BALE CHECK DAM 6 IN (15 CM) 24 IN (61 CM) j COARSE AGGRfGRA TE now-~~,.).,~ o L (B) L=DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION GRAVEL CHECK DAM g IN. EARTHEN RIDGE 2 FT UNLINED SWALE & BERM LEGEND DESCRIPTION SILT FENCE UNLINED SWALE STABILIZED CONSTRUCTION ENTRANCE MODIFIED TC-1 LIMITS OF CLEARING & GRADING GRAVEL BAGS HYDROSEED QUANTITY SYMBOL 267 LF ---0-------0--- 390 LF 688 SF 8,700 SF 162 EA 1,864 SF HAS BUIL TH 101?A~A /-10,a,-o-=;2 PH!l'..P D. BuCC□LA RCE 27732 EXP. RE(2VIEVED BY• 11.<. 1 IillSlltCT □R U 3-31-08 DATE LC•ll·CO DATE l---+----+--------------l---+---+----+------11 SH3EET I CITY OF CARLSBAD I SHE4ETSI :====..::::::=:::E N:::::G:::l::::NE:::E:::R:::::IN:::::G::::::::D::::E:::::PA:::::R:::::T:::::M::E::::NT::::::::=~==~ +----+----+----------------+-----+---+---+-----< EROSION CONTROL PLANS FOR: 1330 CYNTHIA LANE PARCEL 1 MS 99-14 CARLSBAD, CALIFORNIA I'{, ~ • H{__-u/01 APPROVW: . C~N AD C. HAMMANN ! CITY ENGINEEPE 33069 EXPIRES .3/30/08 1 DAfE BUCCOLA ENGINEERING, 1,nc LOCATION: CENlER OF N.E. CURB RETURN, CORNER OF KNOWLES AND GREGORY DRIVE DA1E INITIM. DWN BY: PROJECT NO. DRAWING NO. 3142 ViBta. Way, Suit• 301, Ooea.nai.de, CA 92056 RECORDED: _ __.C""ITYc.:....B::-""M"-• ..,_F-"'IL"'E __________ _ ELEVATION: 94.478 DATUM:~MS~L ___ ENGINEER Of WORK ~----~----------------~----~-------------------------~ REVISION DESCRIPTION DATE INITIAL DA1E INITIAL OlHER APPROVAL Cl1Y APPROVAL 2~~ :~: ' r , PD 06-013 444-BA ~-------~ 050207 I-A IL :,: <I: " ... ,;:_ If) "' '° 0 0 (\J '-I'-'-CD 0) 3 "' ( " ' ... "' 0) ' -a (") "' -/ 0) 3 "' / " C: " ~ ...J d E w G> ,, C: 0 .i::,. >, u -.i::,. -~ a ; / X 0 L.. (") "' .. / .;:_ ' " CONSTRUCTION NO TES (j)-cONSTRUCT STABILIZED ENTRY PER DETAIL SHOWN ON SHEET J. ~ONSTRUCT GRA I-fl BAGS PER DETAIL SHOWN ON SHEET J. (j)-HYDROSEED SLOPE PER SPECIF/CATIONS A -[, SEE SHEET J. ©--coNSTRUCT SILT FENCE PER DETAIL SHOWN ON SHEET J. 2 ~r~ '''I" "! ~ ~I'" "'" '..) • r--------7 1 I L _____ 7 I I I I EXISTING STRUCTURE LL --7 I I I 1334 CYNTHIA LANE I I I I I I I I I I I I I 1330 CYNTHIA LANE "" PREPARED IN THE OFFICE OF: 760/721-2000 BUCCOLA ENGINE~ERING, • inc 8142 Vista. -,,a:y, Suite 30f, Oceanside, CA 92056 BENCH MARK DESCRIPTION: SPIKE ON TOP OF CURR LOCATION: CENTER OF N.E. CURB RETURN. CORNER OF KNOWLES AND GREGORY DRIVE RECORDED: CITY B.M. FILE ELEVATION: 94.478 DATUM: ....acMS.._J __ _ Nore.- DATE INITIAL ENGINEER Of WORK eR0!3toN CCINTl<'Cll. NCIT /N/3TALLeo. FeRMANeNT lANtJ&CAl"e IN PKtJGKcSS, 1-17-07 If, REVISION DESCRIPTION DATE INITIAL OlHER APPROVAL I- C> a. ~~Po~ HAS BUIL TH ,~BU~~, ~@?Y?utt• /t o; Na. 21732 ~ r<?, &· r,9-* Exp,J,31-01 ~ :~ PHILID. BUCC□LA RCE 27732 EXP, 3-31-08 DATE "' a. I'-"' --,J-j "' 0 0 ~ REVIE'wED BY1 ~ I'- ~Z). <lJ., /o·l"l•oL I CT□r0 DATE "' • '! 'i, "' I SH4ET I CITY OF CARLSBAD I SH4TS I ENGINEERING DEPARTMENT I g "' ;;;- "' EROSION CONTROL PLANS FOR: 1330 CYNTHIA LANE PARCEL 1 MS 99-14 CARLSBAD, CALIFORNIA APPROVED: CO~D C. HAMMANN .j. Ir, O.✓-.. /l 1.-t/6' CITY ENGINEER PE 33069 EXPIRES 3/30/08 'DATE • 0 .., / • :E C 0 .,::. --' C) e " 0 .,::. ~ .. -" .,::. I 5 ._,,. X 0 ,.._ DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: ' PD 06-013 444-BA CITY APPROVAL RVWD BY: ( ' "' .. ;;;- ,;: