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HomeMy WebLinkAboutDWG 475-7A; CT 05-18; SEASCAPE; 01-04I I I i GENERAL NOTES ( IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MINICIPAL CODE.> 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN, DOES NOT LESSEN OR W />JVE 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 AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-OR BETTER" AND A SIZE CATEGORY OF CLAsS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBT />JNED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED Of: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT($) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. 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. D/>JL Y FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 13. A fRECONSTRUC'i ION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES 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 CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SHCEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 14. ALL INSPECTION REQUESTS OTHER TH/.>N FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (619)438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2•00 P.M. THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE,REQUESTS MADE AFTER 2•00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 15. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINT />JN 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. 16. 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 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 CONTl,ACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBT />JNED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 18. 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. 19. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REP/>JR, 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 6:00 PM EACH DAY, MONDAY THRU FWDAY 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.> 20. 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. 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE · DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE REPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 22. BRUSH SHALL BE REMOVE ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. GENERAL NOTES (CONT.) 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 AN APPROVED STORMWATER POLLUTION PROTECTION PLAN. 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, PLNED 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. 475-7L, 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 AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAT 15 FEET AND BACKFILLED WITH ¾" ROCK PER SDRSD S.4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED Wilt, 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 SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFILICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1-800-422-4133 SDG&E (619)696-2000 PACIFIC BELL 1-800-750-2355 ADELPHIA COMMUNICATIONS 1-800-626-6299 CITY OF CARLSBAD (STREETS, STORM DRAIN AND SEWER) (760)267-3777 'CMWD (WATER 8< RECLAIMED WATER) (760)839-4681 , AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO /OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS !11.06.17D(Bll B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR 115.16.120 A.101 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 COBT AIN 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 TEST. 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 TITLED " PRELIMINARY GEOTECHNICAL INVESTIGATION" PREPARED BY LEIGHTON AND ASSOCIATES, DATED SEPT. 29, 2004 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SOILS REPORT. DECLARATION OF RESPOMSIBLE 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 AND 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 ANY RESPONSIBILITIES FOR THE PROJECT DESIGN. R. BHATIA R.C.E. 051348 CIVCOM 8< ASSOCIATES 6540 LUSK BLVD. SUITE C135 SAN DIEGO, CALIFORNIA 92121 REGISTRATION EXPIRATION DATE: DATE 6-30-16 QUANTITIES NOTE EXCAVATION 21,800 C.Y. FILL 8,900 C.Y. EXPORT 12,900 C.Y. REMEDIAL 9,000 C.Y. INDEX MAP N ___ .,,._o====i10D GRAPHIC SCALE 1"• 100' WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLc, REMEDIAL GRADING, DRAINAGE F AGILITIES, EROSION CONTROL F AGILITIES, AND PLANTJNr, OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUil T GRADING PLANS, AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLAJIS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING OCCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 6502 DATED 11-05-2008 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOO<). 6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON AND ASSOCIATES, INC. DATED SEPTEMBER 29, 2004 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED N/A 9. ENVIORONMENTAL APPROVAL DOCUMENTS DATED ~ 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY R. BHATIA -1 DATED 07-22-2014 W'..1ID NO. 9 37C370388. + 11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY R. BHATIA DATED 08-08-201 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND C~E abd~ MA~L11Ai-, Ji\ . ~no ~2.4~~7_),- DESCRIPTION DWG. NO. LEGEND QUANTITY SUBDIVISION BOUNDARY------------------------· · -··-··-· ·-··-··-·· LOT LINE------------------------------------ i485.7i @I:::, 1 EA N ==@ ----1 EA 3 EA 4 EA I --~ -- l9:p THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY. THE ENGINEER IS NOT RESPONSIBLE FOR QUANTITIES USED BY VARIOUS SUBCONTRACTORS IN ESTABLISHING THE SCOPE OF WORK TO BE PERFORMED TO COMPLETE THE CONSTRUCTION SHOWN ON THESE PLANS. PAD ELEVATION------------------------------ ARTIFICiAL FILL LINE ------------------------ CURB INLET-------------------02, DS-1------- STORM DRAIN CLEANOUT,-----------D9------- CURB OUTLET-------------------0-25 ------ FIL TERRA-----PER DWG NO. 475-7----------- EXISTING CONTOUR-------------------- ------- PROPOSED CONTOUR------------------------- FINISH ELEVATION---------------------------- EXIST. ELEVATION ---.. ---------------------- STREET GRADE ------------------------------ EASEMENT----------------------------------- RET AINING WALL --------------------C1-------- FILL SLOPE (2:1)----------------------------- -350 ---. _350- 350.2_ j350,2l 2.001/. IIIIIIIID 2310 SF OWNERS CERTIFICATE 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. IF THIS PROJECT /DEVELOPMENT IS SUBJECT TO A STATE REGULATED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSPJ HAS BEEN OR WILL BE RET/>JNED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LATEST vp,pgI0~. I, • 1',.~. (0-t.3-2..D/6 ....-SEASCAPE DEVELOPMENTS, LLC DATE DEVELOPER: SEASCAPE DEVELOPMENTS LLC 6540 LUSK BLVD. SUITE C135 SAN DIEGO, CA 92121 858-658-9400 SOILS ENGINEER'S CERTIFICATE ;;-;;i)FES , "'W l'" . I i!l & n ~ _ CALI I, _,91-AJ=-'-""~""l==\,__...,14en,.J==="--A REGISTERED CIVIL/GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPILLAY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY 0 THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR F UNDER MY DIRECTION ON THE DATE OF AUGUST 3, 2004. TWO COMPLETE COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY WITH MY RECOMMEN t.lT(JIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: -----"'-"--=--:,:_:_=-------------- GE/PE NO.: ~f::.--Z.,/y ' DATE: Io /1-,., /'2-o((.. EXPIRATION DATE (,p/-z,0 /2o17 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PU\NS WAS GENERATED FROM A FIELD SURVEY ON OCTOBER 06, 2004 BY AL TA SURVEYS, SAN DIEGO. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ~SSESSORS PARCEL NUMBER(S) APN,:215-040-09 & 11 THE CALIFORNIA COORDINATE INDEX OF THIS P.<OJECT IS 1978-6240 'i\SlfESS/ o, VICINITY MAP NOT TO SCALE NOTES PER RESO NO. 6498: CUT SLOPE (2:1)----------------------------- DIRECTION OF FLOW/INFILTRATION TRENCH --- CUT AND FILL LINE -------------------------- BROW DITCH -----------D-75 ---------- V -11 C F V 11-- PRIOR TO THE ISSUANCE OF A GRADING PERMIT THE PROJECT DEVELOPER SHALL PROVIDE VERIFICATION THAT A QUALIFIED ARCHEOLOGIST HAS BEEN RETAINED TO MONITOR ALL GROUND DISTURBING ACTIVITIES. VERIFICATION SHALL BE DOCUMENTED BY A LETTER FROM THE DEVELOPER AND THE ARCHEOLOGIST TO THE PLANNING DIRECTQR 40 LF PRIOR TO THE ISSUANCE OF A GRADING PERMIT THE PROJECT DEVELOPER SHALL RETAIN A QUALIFIED PALEONTOLOGIST TO CARRY OUT THE MITIGATION PROGRAM OUTLINED IN THE ENVIRONMENTAL MITIGATION MEASURES INCORPORATED INTO THE CONDITIONS OF APPROvAL. VERIFICATION SHALL BE DOCUMENTED BY A LETTER FROM THE DEVELOPER AND THE PALEONTOLOGIST TO THE PLANNING DIRECTOR , _ PRIOR TO THE COMMENCEMENT OF GRADING, THE DEVELOPER SHALL PROVIDE VERIFICATION THAT A PRE-EXCAVATION AGREEMENT ~AS BEEN ENTERED INTO WITH A REPRESENTATIVE OF THE SAN LUIS REY BAND OF MISSION INDIANS. VERIFICATION SHALL BE DOCUMENTED 81 A LETTER FROM THE DEVELOPER AND THE ARCHEOLOGIST TO THE PLANNING DIRECTOR. PER RESO NO. 6502 CONDITION 40: · UPON COMPLETION OF GRADING, )EVELOPER SHALL FILE AN "AS-GRADED" GEOLOGIC PLAN WITH THE CITY ENGINEER. THE PLAN SHALL CLEARLY SHOW ALL GEOLOGY AS EXPOSED BY THE GRADING OPERATION, LEGAL DESCRIPTION: POR OF THE SW1/4 OF THE SW1/4 OF THE NW1/4 or THE NE1/4 OF SEC 27 TOWNSHIP 12S, RANGE 4W, SAN BERNARPINO BASE ALL GEOLOGIC CORRECTIVE MEASURES AS ACTUALLY CONSTRUCTED AND MUST BE BASED ON A CONTOUR MAP WHICH REPRESENTS BOTH THE PRE AND POST SITE GRADNG.THE PLAN SHALL BE SIGNED BY BOTH THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST, AND SHALL BE SUBMITTED ON A 24" X 36" MYLAR OR SIMILAR DRAFTING FIRM FORMAT AND MERIDIAN IN THE CITY OF CARLSBAD, COUNTY or SAN DIEGO, ST ATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF. SUITABLE FOR A PERMANENT RECORD POST CONSTRUCTION BMP TABLE BASIS OF BEARING STORMWATER REQUJREMENTS THAT APPLY EXEMPT FROM HYDRO\IODIFICATIONS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE 5a ST ANOAl10 STORMWATER REQUIREMENTS 5a YES (SEE SWMP FOR lOCUMENTATIONl PRIORIT'/ PROJECT REQUIREMENTS NO LINE BETWEEN SAN DIEGO COUNTY CONTROL MONUMENTS ECR 0009 AND ECR 0011 MAINT AINANCE MAINTENANCE BEING N30° 48'30"W, 2,611.05' GRID. S/>JD BEARING TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO. FREQUENCY AND THE BEARINGS SHOWN HEREON ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM, INF-1 INFILTRATION TRENCH PVT. BMP MAINT.AGREEMENT 3 ANNUAL NAD83, ZONE 6. QUOTED BEARINGS FROM & CCll<R REFERENCE MAPS OR DEEDS \IAY OR MAY NOT INF-1 INFILTRATION CELLS PVT. BMP MAINT.AGREEMENT 3 ANNUAL !\, "'"'"'" BE IN TERMS OF SAID SYSTE~. o,-,r h,'/,t,vr, 1JnR/'lr f/5 ./GEPe'.O REFERENCE DRAWINGS 516,v,9 t;e f7vr. f' cc;/Z 3 DWG 335-5 TOTAL LOT AREA • 5.04 AC II AS BUil T II DWG 377-5 ~S,,t s-.: · 1-2 7-c,O DWG 401-5 TOT AL DISTURBED AREA • 5.04 AC TOT AL REPLACED IMPERVIOUS AREA • 2.33 AC TOT AL PROPOSED IMPERVIOUS AREA • 2.33 AC RCE Sl3'(S EXP. 6-3~-?.0 DATE NOTE; 11 • PRE DEVELOPMENT IMPERVIOUS AREA IS 2.60 AC. RE' JE:~Ff/L~ : ~Al£~ PROPOSED DEVELOPMli:NT REDUCES IMPERVIOUS I 'ut 1/L ) l((t)f A , .., AREA BY 0.27 AC / INSPECTOR SHEET CITY OF CARLSBAD t+~s I ENGINEERING DEPARTMENr GRADING PLAN FOR• ~ SEASCAPE BENCH MARK ENGINEER OF WORK ,SHA ti ~ GR .2.016-0004 SAN DIEGO GAS & ELECTRIC COMPANY 1-C-I V_C_O_M_. -&--A-S_._S_O_C_l ·A--T-E-1S (),/);) 6540 Lusk Blvd. Suite Cl35 (~ San Diego, Callfornla 92121 COLLEEN FINO /0-7-1(,a DATE (858) 658-9400 FOX: (858) 658-9420 LAND MANAGEMENT REPRESENTATIVE VALID FOR 15 MONTHS FROM DATE OF SIGNATURE DESCRIPTION•WELL MONUMENT MARKED L.S. 5669 AT LOCATION:JNTERSECTION OF BLACK RAIL RD. AND MARTINGALE CT. RECORDED•CLSB-046 ELEVATION: 342.747 DATUM: NGVD29. R. BHATIA R.C.E. 051348 DATE REGISTRATION EXPIRATION DATE: 6-30-18 -,z:. "" No.51348 m ~ Exp.6-30-18 f;J * * I-27-a,, "" 6. 6-/.3-/c; I"-· .., • '<-7-21-f-/7 "· B- OF C~\.\ DATE INITIAL ENGINEER OF WORK I,, 11, •I I II APPROVED•/i "" j /~ _,;,;,, JASON S. GELDERT fl$8\JII-[ I ILL 2.·/1•?01' li-::.\ _ • · All DEO SHT J( -l7((.leru-Gr:r: r .,.(<I ' LL /£1/j//~ x<::( CITY ENGiN'EER PE 63912 EXP. 9·30-1(§~ DATE / I KE.VIS"'-Ty P.SE.<.:..-/ I/FIL iRAT/(111 Cf.Lll-rn£MCH l\l·2<l• 'I .)~ --.--- [£WING NO. I ' DATE INITIAL OWN BY: AN PROJECT NO. REVISION DESCRIPTION SHT. CHKD BY• :Sc., CT 05-18 _,_5-7 A I NO. CITY APPROVAL RVWD BY• 'i',w, ---------!....,_______ ·--__ ?,-__ -~ id ~ ~ w -. a1: :,::; ru : ~ i 31 _ -' ID 1, &· ~ ·c .s .. 1i m V ID m . ~ ! u,I 'm ~ ru -' E 0 , u iz 1.i mo Bl il e! a □~ '5 'R ~ CD g -< "' -0 • :;:-p =B ~ z ~z~ aC ~·fiia :,.; m 7J ~ ~ fl1 mm l ta i z ITT I "' ~ I l ...l, 0 ...., 'ti ~ - □ ll ~ 2 Gl 2 C: ~ [.IJ m ll ~ ~ --a ~ ~ SAN DIEGO GAS &: ELECTRIC PERMISSION TO GRADE AND CONSTRUCT IMPROVEMENTS PERMISSION IS HEREBY GRANTED TO SEASCAPE DEVELOPMENTS LLC, A CALIFORNIA LIMITED LIABILITY COMPANY CPERMITTEEl TO GRADE AND CONSTRUCT IMPROVEMENTS AS SHOWN ON THESE PLANS WITHIN SAN DIEGO GAS & ELECTRIC COMPANY'S EASEMENT(S_ SUBJECT TO THE FOLLOWING CONDITIONS: 1.SUBMITT ALS: 1.1 PERMITTEE AGREES TO SUPPLY SDG&E WITH 'AS BUil T' GRADING, IMPROVEMENT AND PROFILE PLANS TO SDG8<E SPECIFICATiONS, IF REQUESTED. 1.2 PERMITTEE AGREES TO SUBMIT FOR REVIEW AND APPROVAi.. A BLASTING PLAN PRIOR TO BLASTING, IF BLASTING IS REQUIRED. 2. PRE-CONSTRUCTION MEETING: SDG&E'S LAND MANAGEMENT REPRESENTATIVE CLMRl MUST BE INVITED WITH AT LEAST THREE C3l WORKING DAYS PRIOR NOTICE, 3. GRADING: 3.1 AT LEAST TWENTY-FOUR (24) HOURS NOTICE MUST BE GIVEN TO SDG&E'S LMR BEFORE START OF WORK. 3.2 FIELD CHANGES TO PLANS WITHIN SAID EASEMENT SHALL BE APPROVED IN WRITING BY SDG&E LMR. 3.3 PERMITTEE IS RESPONSIBLE TO CALL DIG ALERT AT 811 FOR ALL UNDERGROUND MARK-OUT LOCATIONS. 3.4 CLEARANCE OF (35) FEET MINIMUM BETWEEN THE SDG&E ELECTRIC TRANSMISSION WIRES AND THE NATURAL GROUND SHALL BE MAINTAINED ON ANY GIVEN DAY, NOTING LINE SAGS VARY DEPENDING ON AMBIENT TEMPERATURE AND LINE CURRENT. ALL REQUIREMENTS INCLUDING BUT NOT LIMITED TO OSHA, CAL-OSHA, ANSl,NIOSH AND NEC FOR CLEARANCES WHEN WORKING AROUND ENERGIZED ELECTRICAL FACILITIES MUST BE MAINTAINED. 3.5 NO GRADING SHALL BE ALLOWED WITHIN TEN (10) FEET OF A SINGLE WOOD POLE STRUCTURE OR ANCHOR, WITHIN FIFTEEN (15) FEET OF MUL Tl-WOOD POLES, WITHIN TWENTY (20) FEET OF STEEL LATTICE TOWERS OR WITHIN THIRTY (30) FEET OF STEEL POLES. 3.6 SDGS<E RESERVES THE RIGHT TO INSPECT AND PERFORM QUALITY CONTROL WORK DURING CONSTRUCTION. 4. SPECIAL CONDITIONS: 5. EROSION CONTROL: 5.1 ALL DISTURBED AND CREATED SLOPES, WITHIN THE SDG8<E TRANSMISSION EASEMENT, SHALL BE HYDRO-SEEDED OR PLANTED BY PERMITTEE WITH AN SDGS<E APPROVED MIX. 5.2 ALL DRAINAGE SHALL BE DESIGNED TO PREVENT EROSION OF SDGS<E ACCESS ROADS. 6. STORAGE: THIS PERMISSION TO GRADE LETTER DOES NOT PERMIT STORAGE OF EQUIPMENT, MATERIALS, DIRT OR DEBRIS ON THE EASEMENT OR SDGS<E FEE OWNED PROPERTY. 7. ACCESS: , 7 .1. ACCESS TO ALL SDG&E F AGILITIES SHALL BE MAINTAINED AT ALL TIMES. ALL COSTS ASSOCIATED WITH RESTORATION OF ACCESS AND ALL ASSOCIATED DAMAGES SHALL BE BORNE BY PERMITTEE. 7.2 ALL GATES SHALL PROVIDE FOR SDG&E .ACCESS BY PADLOCK, LOCK-BOX OR KEYED BYPASS BOTH DURING AND UPON COMPLETION OF CONSTRUCTION. LOCATION AND CONSTRUCTION OF GATES TO BE APPROVED BY SDG&E LMR. EIROSDQN CONTROIL NOTES 1. IN CASE E~ ... :RGENCY WORK IS REQUIRED, CONTACT __________ {IT ______ /PHONE NUMBER/ 2. EGUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SE/lSON. ALL NECESS/lRY MATERI/lLS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN 15 EMINENT. 3. FOR PROJECTS COVERED BY STATE SWPPP/WDIO, IN ACCORDANCE WITH THE CONSTRUCTIO ORDER ISSUED BY CALIFORNIA REGIONAL WATER DUALITY CONTROL BOARD, THE GUALIFIEO SWPPP PRACTITIONER IGSP/ SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL IWPC/ PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SH/lLL BE KEPT AT THE PROJECT SITE AND MADE AVAIL/lBLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION 8MP'5 BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADRESS SITE CONDITIONS NOT ANTICIPATED. THE GSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR, THE GSP SHALL OBTAIN APPROVAL FROM THE OU/lLIFIED SWPPP DEVELOPER ANO THE CITY INSPECTOR REGARDING /lNY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL, 5. THE CONTRACTOR SH/lLL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS 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 CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED llREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE 151 DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT /4/JY.I. SILT AND OTHER DEBRIS SH/lLL BE REMOVED AFTER EACH RAINFALL. IIJ, /lLL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 314 INCH MINil1UM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES 1987. COVERAGE/ PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORO/lNCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA, ,i 0 ti -VARIABLE •--1---1:.ARTH SWALE AT 11. MIN. 15' 1-SLOPE z 5 a. l'5 z I PAD ELEVATION SHOWN ON PLAN t H.P. ..-1---IEARTH SWALE AT 11. MIN. TYPICAL LOT GRADING rj;\ NOT TO SCALE \J ,i ci ti 15' VARIES 8. OUTSTANDING AGREEMENTS: PERMITTEE AGREES TO PAY FOR, SIGN AND/OR HAVE SIGNED ALL CONSENT AGREEMENTS.CONSENT TO USE LAND AGREEMENTS AND/OR JOINT USE AGREEMENTS BETWEEN SDG&E AND OWNEf< OR PUBLIC AGENCIES WHO ENCROACH UPON THE SDG&E EASEMENTS. SAID AGREEMENTS WILL BE SUBJECT TO REVOCABILITY CLAUSE AS STATED IN THE CALIFORNIA PUBLIC UTILITIES COMMISSION GENERAL ORDER 69-C AS 1.0'TEMP (C'\ 11/. MIN. SWALE SLOPE /DIRT BERM PER~ SHOWN ON WEB SITE: http:/ /www.cpuc.Ga.gov/PUBLISHED/Graphics/645.PDF 9. INDEMNIFICATION: 9.1 PERMITTEE AGREES TO ASSUME ALL RISK OF LOSS, DAMAGE TO PROPERTY AND/OR INJURY AND/OR DEATH TO PERSONS, AND TO INDEMNIFY AND HOLD SDG8<E HARMLESS FROM ANY AND ALL LIABILITY IN ANY WAY ARISING FROM THE PROPOSED GRADING OR CONSTRUCTION OF IMPROVEMENTS. 9.2. SDG&E SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR ANY MAINTENANCE OR REPAIR OF THE PROPOSED GRADING OR IMPROVEMENTS. THIS INCLUDES, BUT IS NOT LIMITED TO, DRAINAGE AND/OR EROSION PROBLEMS OR DAMAGE CAUSED TO IMPROVEMENTS THAT WERE NOT CONSTRUCTED TO TAKE THE WEIGHT OR ACTIVITIES OF VEHICLES AND EQUIPMENT OWNED BY OR WORKING ON BEHALF OF SDG&E. 10. TERME AND CONDITIONS: THE TERMS AND CONDITIONS OF THIS APPROVAL SHALL BENEFIT AND BIND PERMITTEE ITS SUCCESSORS, ASSIGNS, AGENTS OR CONTRACTORS. 11. CONTACT : COLLEEN FINO, 858-637-7989. CIVCOM & ASSOCIATES 6540 Lusk Blvd. Sul-te Cl35 San Diego, Callfornla 92121 <858) 658-9400 Fax: (858) 658-9420 SAN ~LECTRI: ,:O;:ANY COLLEEN FINO DATE LAND MANAGEMENT REPRESENTATIVE V />I.ID FOR 16 MONTHS FROM DATE OF SIGNATURE _l STREET CORE} AS REQ'D SUB BOUNDARY If. OR TOP OF SLOPE 1211 BENCH MARK ~\-~ CSEE DET AIU __ _,, 11_ ( SLOPE ~ ' · Q~ER PLAN ~ PAD ELEV. SHOWN ON PLAN + -2.;, ~-</+ PROFILE: TYPICAL LOT GRADING® NOT TO SCALE B 3' PAD TYPICAL EARTH BERM © ------C NOT TO SCALE ENGINEER OF WORK DESCRIPTION:WELL MONUMENT MARKED LS. 5669 AT LOCATION=iNTERSECTION OF BLACK RAIL RD. AND MARTINGALE CT. R. BHATIA R.C.E. 051348 RECORDED: CLSB-046 ELEVATION: 342.747 DATUM: NGVD29. REGISTRATION EXPIRATION DATE: 6-30·18 DATE TEMPORARY EROSION CONTROL PLANTING AND DRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING /lND IRRIGATION SHALL BE INSTALLED AND Mll!NTAINEO AS REUUIRED IN SECTION 212 OF THE STllNDARO SPECIFICATIONS ANO THE FOLLOWING: ll. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 IHORIZONTAL TO VERTICAL/ OR STEEPEP WHEN THEY ARE: "· THREE FEET DR MORE IN HEIGHT AND ADJACENT TO A PUBLIC Wt.LL OR STREET. b. ALL SLOPES 4 FEET OR NORE IN HEIGHT. 2, AREAS GRADED FLATTER THAN 611 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS/CONSTRUCTION OR GENERAL LANDSCAPING/ WITHIN 69 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECRE/lTION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS INNED IA TE TREATMENT. 8. HYDROSEEOED AREAS SHALL BE IRRIGATED IN /lCCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: o. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIG/l TED BY HANO WATERING FROM QUICK COUPLERS/HOSE 8185 OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIOING Je/JY. COVERAGE. b. GREATER THAN B FEET IN HEIGHT SHALL BE WA TEREO BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 1087. COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER. PRIOR TO HYDROSEEOING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL 8£ SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMEIITS OF THE THE PROPOSED SYSTEM, 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE 1PTINUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEOING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: o. 20 lbs. PER ACRE OF ROSE CLOVER b. 28 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d, 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA a. 3 lbs. PER ACRE OF AL YSSUM /CARPET OF SNOW! f, 112 lb. PER ACRE OF DINORPHOLECA g. !TENS c,d,a, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEOED 15 NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM o OF , THIS SUBSECTION MUST BE INOCUL/l TED WITH A NITROGEN FIXING 8/lCTERIA AND APPLIED ORY EITHER BY DRILLING OR BROADCASTING BEFORE HYOROSEEOING. ,. ALL SEED 11ATERIAL5 SHALL BE TR/lNSPORTED TO THE JOBSITE IN UNOPENED CONT{J/NERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS, J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2, TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2800 lbs PEr/ ACRE. TYPE 6 MULCH /STRAW/ MAY BE SUBSTITUTED, ALL OR PART, FOR HYORAULICALL Y /lPPLlED FIBER MATERIAL. WHEN STRAII IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAM 507. OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF Al1MONIUM PHOSPHATE SULFATE, 16-29-0, WITH 157. SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. 56' 4."' 5.5' 36' 5.5' 4.5' ct 18' 18' 21. MIi 21/. MIN ;(Al/~~ I', 5' SIDEWA TYPE "G" CURB <TYP. BOTH SID .... 21/. 21. .... :&-/ff::._ I \ .... 5' SIDEWA.K & GUTTERROUGH GRADE LINE: ES) ~ N:, PAVEMENT & STRUCTURftl. SECTION PER SOILS ENGlffEER ROUGH GRADE SECTION C4"AC/4" Afl MINIMUM) SURF CREST ST. NOT TO SCALE i-----51' PUBLIC UTILITY AND ACCESS EASEMENT--<-t i---------45' --------i 5.5' 4' 5.5' ~ 17' 17' 5' SIDEWAI..K,-__.-- ROLLED CURB& GUTTER <TYP. BOTH SIDES) AC P /,VEMENT & STRUCTURAi. SECTION PER SOILS ENGINEER (4"AC/ 4" "8 MINIMUM) PROTECTIVE LAYl::R OF Flb.+6R F ~BRIG ROUGH GRADE LINE ROUGH GRADE SECTION PEREGRINE PLACE(PVT) )SIO $<!>!(.-6of-7o7, .SIIN 0 .3 o.r.-tto J c..o rt Pt'& i vflT/f 1/f'Pf(e,t(f,!) 'Pt.1111-,:,:, ~ifi: -R\JllaFF-FIHERS-lHI\I- OPTIONJ>I. TOPSOIL AND SOD lll!ASS-8\/l'FER-~QRQ ON TOP OF PEA GRAVEL . ~HM:AX. DIA ~r,, ('I',:., .,,~L"t?-n, DIA.OF 1.0 IN. '' T<-! •rr D BED DEPTH PER SOILS ENGINE:it---~-~ R fABJJIC .. EQUIVJ>I.NITl NATURJ>I. SOIL D. AREAS TO BE HYOROSEEOED SHALL BE PREPARED PRIOR TO HYOROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF, ------,,/"-r----~ a. TRACK WALKING SLOPES STEEPER THAN 6:1 b. HARROWING AREAS 6:1 OR FLATTER THAT 'ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS o OR b ABOVE. , 2. CONDITIONING THE SOILS 50 THAT IT 15 SUITABLE FOR PLANfING BY: a. ADJUSTING THE SURFACE SOJL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL /lMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNrIL THE THE PROJECT 15 PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEOINJ IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED /lND AlL BONDS RELEASED. i11f£SS/a BHA t; ~ -""" '-" No. 51348 rr, \ii E,p.6-30 ·18 f;;J * V ~--13'. 1-2.7-Zo A~ 131>IL-1 ,-13-,. '{.•17. ~ AP!lt::-D S Ute, 1 • 7-2'1·/7 I . A, /1 l!fvb,.. TYi':' SEC,~ , , i IN F IL T iR AT 10 Ni PVC FOOTPLATE TYP. SEC. -INFILTRATION CELL/TRENCH 6' MIN. ' NOT TO SCALE .. .. . 13' MIN. I SHRUB AND GROUND COVER MIXTURE PER LANDSCAPE PLANS ~ 1.0' ~~ ~~~ ~~ ,..::-n---~~-,r, ~~ SEE INFILTRATION TRENCH ABOVE VEGETATED / INFILTRATION TRENCH " AS B U IL 1 " ~. 1-27-2..0 ' RCE .5l348 EXP. i;-JD·2C DATE 'I . RE\ 'EWc/p/}J 'f: 0 _jl'if;;:d ,/ H:.,1 1 cl\1 INSPECTOR SHEET CITY OF CARLSBAD ffl5 2 ENGINEERING DEPARTMENT 4 GRADING PLAN FOR: ~ SEASCAPE Gi R i?.0/6-00011 I Al'PROVED: a JJ , J JASON S. GELDERT AU-~. /J.J, 1/1./4 'f:..!.'L ltJ I' flU-10/,/18 ..:s.s,; CITY ENGIN=R PE' 63912 EXP. 9-W-16 DATE Nf-/LTPIITIONCEt UTRE.rt:. 2. 10·20-1'7 jL(< , OWN BY: AN DRAWING NO. PROJECT NO. I I I l DATE INITIAL SHT. DATE INITIAL REVISION DESCRIPTION CHKD BY: ,.lZ-CT 05-18 475-?A ENGINEER OF WORK rio. CITY APPROV Al RVWD BY=~~ I en .. /l I~~ mo ~oo ~ el C ~~~ "~ en i¼ 'ti • ,,-., :i,, ~ :!12 ,z~ ::.!c 'SI .1 rua ,.., ~ 1J ~OlfTI mW,: l~z 2 m I '" ~ I I I I I I I I l'Z /l I;~~ ., rJ 0 ~L~c ' '"w o :a t: (~ o• ~ :g • ]~Z c;; -7~ ... i" ft;~ :1 iD a "' '8 1J ~ i~; I " fo z 2 m I '" ~ I I I 1228/6 l 11017 101118 '"-', ,, ,, CJ ll i 2 Gl 2 C: s: OJ m ll CJ :.0 i -2 (j) 2 C: s: OJ m ll CJ ll i 2 Gl 2 C: s: OJ m ll ' ,i ,I FOR OFFSITE GRADING SE:E LETTER OF PERMISSION FROM: CRISTELLA HOA DATED : 03-26-2014 ' ' ' \ O' <{ 0 er: _J <{ er: ~ u <{ _J (D CIVCOM & ASSOCIATES 6540 Lusk Blvd. Suite Cl35 San Diego, Calffornla 92121 (858) 658-9400 Fox: (858) 658-9420 30 0 30 60 90 - -- - GRAPHIC SCALE 1"· 30' ,~ 5 f(p COLLEE FINO ATE LAND MANAGEMENT REPRESENTATIVE VALID FOR 18 MONTHS FROM DATE OF SIGNATURE P/L LOT 4601---'-----+-- I EX.HOUSE I I I I I I I t L-----L ________ I---- 2.0' SET SAC 3.5' SET B CK ,--- --i PROP PAD 358.3 !ecMG-V-~E-X 1-ST-l-NG- BROW DITCH ,-~ 450'--------'------5~0----.'.....-J'------_!_ ____ __J 100 BENCH MARK DESCRIPTIQN:WELL MONUMENT MARKED L.S. 5669 AT LOCATION'iNTERSECTION OF BLACK RAIL RD. AND MARTINGALE CT. RECORDED: CLSB-046 ELEVATION: 342.747 \ DATUM• NGVD29. SECTION B-B ENGINEER OF WORK R. BHATlir"'"'" R.C.E. 051348 REGISTRATION EXPIRATION DATE• 6-30-18 I 2..-S-l6 DATE ' -,1 ~ El,O' -...___,~:) I I I I I I I I I !~ +1 . ' I NOTE: 117.78 . I 356,5 FOR STREET IMPROVEMENT WATER, SEWER & STORM DRAIN SEE DWG. NO. 475-7 EXISTING ELEV. 452.00 ~SlfESS; "' ' ~ "> - <.!) u.l "" * :;;<. No.51348 ,,, Exp.6-30-18 f;J OF C~\. \~ * ~ / I I I I I~ I I I -I &t '-0 '6 /t:::==JH, ! I 1·. ' I ·. l. I 1/ . . .. 1/ I I l Ul 0 I i I I . I h . . I I I . I . . I : I . i . . I i . . I~ ~ N I') I') ;;o co y <D <I' • ,o lo :z • I . . l·. G-1 -l'- 0 G-1 .p. 0 I · .. . FOR OFFSITE GRADING SEE LETTER OF PERMISSION FROM: 6878 I ~067 I 6608 I 6607 I 660616880 OWNERS OF LOT 10, MAP 14518 DATED : 07-17-2014 LOT LINE ·--... ', TW ELEVATION PER PLAN FINISH SURF ACE PER PLAN (FSJ 2 i'. MIN • COYER PER~ SDRSD C-1 y WOODEN FENCE 6" 2 i'. MIN RETAINING WALL PER SDRSD C-1 TYP. SECTION A-A NOTES 1. ALL SLOPES OTHERWISE NOT TO SCALE ARE 2:1 UNLESS NOTED 2. RETAINING WALL AESTHETIC FEATURES PER LANDSCAPING PLANS 3. ALL DRAINAGE INLETS & PIPES ARE SHOWN FOR INFORMATION ONLY. CONSTRUCTION DETAILS ARE SHOWN ON IMPROVEMENT PLANS DWG. NO. 4 75-7. D-25 CURB OUTLET PER DWG. NO. 475-7 0 D-75 CONC. BROW DITCH DETAIL POST CONSTRUCTION BMP TABLE STORMW ATER REQUIREMENTS THAT APPLY CJ ST "'OARD STORMWATER REQUIREMENTS EXEMPT FROM HYDR)MODIFICATIONS LJ YES (SEE SWMP FOR DOCUMENTATION) [J[l NO [J[l PRIORITY PROJECT REQUIREMENTS TYPE DESCRIPTION OWNERSHIP MAINT AINANCE AGREEMENT SHEET NO. MAINTENANCE FREQUENCY INF-1 INFILTRATION TRENCH PVT. INF-1 INFILTRATION CELLS PVT. BMP MAINT.AGREEMENT Bt CCBtR BMP MAINT.AGREEMENT 3 3 ANNUAL ANNUAL "AS BUil T" ~· .. RCE Sl.3'1fl EXP. {,-<,36)-2:0 bi INSPECTOR J-Z.7-20 DATE DATE SHEET CITY OF CARLSBAD 3 ENGINEERING DEPARTMENT s GRADING PLAN FOR• APPROVED: 122816 IO 17/8 ' CJ ::0 ~ 2 G'J 2 C s: OJ m ::0 \ CJ ::0 i 2 G'J 2 C ~ t1l m ::0 ~ i 2 G'J 2 C s: Ill m ::0 r-••-··-··-••-,.~- 1,~-) l\.t, I I I I I I I I I I I I I I I I I 118 I I I I I I I I I I I I 20· I I I I .,,,. -:;:. --0--::::--0 H.,,,. nl I I I I I I I I I I I I I I I I I I I I I I 1171 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 <( 0 Ct:: __J <( Ct:: ~ u <( __J QJ ~ !16 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I .,,,,,.----- 24' @!RR I -··-··-··-··-l,\.--~--- ---------.,. __ _ <( r<) FF-344.7 z P-344.0 G 343.9 343 r! 341 FL 340.5 <( _J 0... ® (GF-344.5) TG 343.6 FL 342.9 0 -tj- -- ~F-F--3-4-1.-,7 ~ ® P-341.0 -l '---~ 0... @F-341.7 ) --a-l I I I I I Lh TG 328.9 FL 328.4 FF-329.7 P•329.0 r---- 1 I I .J G 340.6 rn "SI- (GF-338.7) TG 337.8 FL 336.8 FL 327.8 (GF•329.0) rn :(D <( i TG 328.3 327.8 , I --=-----=-- .01. 1 \ \ \ ', -. -·· LI \\ \.. ', 2:1 -----_.: -t1 "~" ', -= _---,--;~~'v/ 11 ~ "--..._ -=-~~ --~:.· .. ·:::·· :,· ~--=---.._ -;:::::::, --... '•. ------...:: -----~~ ---.. ·;_,;.,.·.:.--- 11 2 4 II RC e__ _ -:::: ~~ 3 _ -_::J_---=-.....::-.....::-_::--____:-.....=-.....=-~ ------------CONCRETE CURB BELGllRO PllVERS 11 11 11 11 ' ' ' J-1269 ~!XXXXJ 1' BEDDING SllND DRIVEWAY PAVERS -TYP, SEC. 20 0 20 '' ii " I V 10 ..L I + 40 4" PVC UNDERDRAIN -----------------= = ,__ 4" PVC CATCHBASIN ·----------------o -ELEVATION AT TOP OF WALL-TW -------TW 336.0 ELEVATION AT BOTTO,! OF WALL-FG ----FG 333.0 BENCH MARK 60 CIVCOM & ASSOCIATES 6540 Lusk Blvd. ;:.Sui-te Cl35 ---DESCRIPTION=WELL M)NUMENT MARKED L.S. 5669 AT LOCATION: INTERSECTION OF BLACK RAIL RD. AND MARTINGALE CT. -- San Diego, Callfornla 92121 GRAPHIC SCALE 1"· 20' (858) 658-9400 '. Fax: (858) 658-9420 RECORDED:CLSB-046 ELEVATION: 342. 7 47 DATUM: NGVD29. 806716880 PRECISE GRADING PLAN FOR: SEASCAPE ENGINEER OF WORK GR2016-0004 APPROVED: 2.-2.7-IZ. 5-22-18 R.B. l<IJOED SHEET 4 -PRECISE GRl<IJING PLAN R.B. PE 63912 EXP. 9-30-Zo A E R. BHATIA R.C.E, 051348 REGISTRATION EXPIRATION DATE: 6-30-20 DATE ENGINEER OF WORK 1-D-A_T_E-+--IN-IT-IAL---1-----------------1----1~D~AT=E-+-~1N=IT~IAL.,.-, OWN BY: __ AN __ REVISION DESCRIPTION SHT. 1--~---1 CHKD BY: __ _ NO. CITY APPROVAL RVWD BY: PROJECT NO. DRAWING NO, CT 05-18 475-7A C ~ .i:,. Ci) 0 .i:,. ... .... .i:,. en ' .... )> □ i 2 (j) 2 C s: co m JJ gi ~ -2 (j) 2 C: s: t1l m JJ Cl ~- ~. 2 (j) 2 C: s: t1l m ::a