HomeMy WebLinkAboutDWG 481-3A; MS 13-06; 1811 OAK AVENUE; 01-07GRADING NOTES W,ORK IQ 13£. DONE (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) PLANS FOR THE GRADING OF: 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL
REGARDING GRADING SHOWN ON THIS SET OF PLANS. GRADING, DRAINAGE FACIUTIES, EROSION CONTROL FACIUTIES, AND PLANTING OF PERMANENT
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND
MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL 181 1 OAK AVENUE REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS,
DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS.
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 THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,
RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE
APPROVAL. WORK WITH A COMPANY REPRESENTATIVE. QMWD seEQlAL GRADl/Y.G NOTES 1. CARLSBAD MUNICIPAL CODE
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE 2. CITY OF CARLSBAD ENGINEERING STANDARDS
PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED UNDERGROUND SERVICE ALERT-------------------(800)422-4133 NO GRADING SHALL OCCUR OVER EXISTING DISTRICT FACILITIES WITHOUT WRITTEN APPROVAL 3. THIS SET OF PLANS
NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE SDGdcE----------------------------------(800)660-7343 FROM THE DISTRICT ENGINEER. 4. APPROVAL CONDITIONS FOR TPM MS13-06 DATED 01/22/14
MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE A Tdc T-----------------------------------(760)434-5081 O~EB'S QEBilELQAif.
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
C.QM/:.ANY. WBlilNG. THE /:.QLlC.Y. MUSI tlA'Jt£. A BATING. QE "A • QB Bt.l JEB ANO. A SIZE C,ATEGORY. TIME WARNER CABLE-------------------------(760)707-1000 6. SOILS REPORT AND RECOMMENDATIONS BY ADVANCED GEO TECHNICAL SOLUTIONS, INC.,
QE c.L.ASS "V" QB f&J JEB AS ESid/3J.lSHEO, BY. "BESTS," ~Y. Be.IlNG GU.IDE. COX COMMUNICATIONS------------------------(760)806-9809 I HERCBY CERTIFY '"" A REG/S1ER£D S<>LS ENQNITR OR GEOI.OOST HAS l OR 1111.J. B£ DATED SEPTEMBER 16, 2013.
5. UNLESS EXEMPTED BY SECTION 301.(8)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE C PACTION AND 7. TH£ SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY B£ MODIFIED BY TH£
OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. CITY OF CARLSBAD(STREETS & STORM DRAIN)---------(760)434-29B0
£B'L/3 !12'~ " ~; t l / ; CITY OF CARLSBAD STANDARDS.
6. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY *CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WA TER)--(760)438-2722 8. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY LANO.MARK DA TED
AND OTHER APPROPRIATE AGENCIES. *SAN 0/EGU/TO WATER DISTRICT------------------(760)633-2650 3-20-14 WD/0 9 J7C3699Z/2,
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER 00£5 NOT AUTHORIZE ANY WORK OR *LEUCADIA WASTEWATER DISTRICT-----------------(760)753-0155 9. STORM WATER MANAGEMENT PLAN PREPARED BY LAN®ABI< DATED 9-13-13
GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND *VALLECITOS WATER DISTRICT--------------------(760)744-0460 BRAD TERMINI DATE 10. THE CALIFORNIA STORM WATER QUALITY ASSOC/A TION (CASQA) STORM WATER BEST PRACTICE
A VALID GRADING PERMIT HAS BEEN ISSUED. *OLIVENHAIN WATER DISTRICT--------------------(760)753-6466 MANAGER CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION
8. NO REVISIONS WILL BE MAD£ TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF TH£ CITY *BUENA SAN/TA TION DISTRICT--------------------(760)726-1340 CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL.
ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF TH£ PLANS AND *AS APPROPRIATE O~EB; THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF TH£ CITY UPON BEING SIGNED BY THE 33. PERMIT COMPLIANCE REQUIREMENTS: ZEPHYR PARTNERS -ZEPHYR CUSTOM HOMES II, LLC, LEGEND
CITY ENGINEER. A DELAWARE LIMITED LIABILITY COMPANY
10. TH£ ORIGINAL DRAWING SHALL B£ REVISED TO REFLECT AS-BUILT CONDITIONS BY THE A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR 11750 SORRENTO VALLEY ROAD, SUITE 130
ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TH£ WORK BY THE CITY. GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS SAN DIEGO, CA 92121 DESCRIPTION DWG.NO. SYMBOL QUANTITY 11. ACCESS FOR FIR£ AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO TH£ PROJECT {15.16.120A8/ CARLSBAD MUNICIPAL CODE. (858) 558-5128
SITE AT ALL TIMES DURING CONSTRUCTION. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -TH£ FOLLOWING REPORTS MUST B£ Mf/DIE: APPUCV/1.£ lltlERf ,IPf'UCAf/(£
12. WHERE TRENCHES AR£ WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120A10/ CARLSBAD MUNICIPAL PROJECT BOUNDARY --
SUMMARY SHEET. (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE CODE: PAD ELEVATION PAD 320.0
SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING 1 BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL PARCEL NO.
THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF TH£ COMPLETION OF FIELD EROSION CONTROL, SLOP£ PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY PROPERTY UN£
TESTS. COD£ AND TH£ APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING STREET GRAD£ 15% 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO DEPARTMENT). ~
RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A (2) AS-BUILT GRADING PLAN. FINISH GRAD£ £LEVA TION ~
BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A
PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A PROPOSED SLOPE 2: 1 MAX. UNLESS YJ{l OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL B£ CONSTRUCTED IN STATEMENT AS TO TH£ EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND NOTED OTHERWISE
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE "EARTHWORK LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY TH£ SOILS ENGINEER THAT PROPOSED CONTOUR -350-THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED SPECIF/CATIONS" A TT ACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. REPORTS WILL 8£ SUBMITTED TO THE PROJECT INSPECTOR. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. EXISTING CONTOUR -350-
14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO TH£ BEGINNING OF WORK CITY OF OCEANSIDE
AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY HIGHWAY· 7a -CUT/FILL UN£ ~
SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST \ (TYP.)
A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO B£ RESUBMITTED FOR PLANCHECK. v .. ·■, ,r
_'x-srTE
FINISH SURFACE ELEVATION 318.85
FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN B£ PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. :7-" TYPE 'F' CA TCHBASIN ••(D-7) ~ CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIM£ FOR TH£ 35. THE SOILS REPORT TITLED "GEOTECHNICAL FEASIBIUTY REPORT FOUR SINGLE-FAMILY RESIDENCES "t, p 1 £A
~ PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE ON OAK A VENUE, CARLSBAD, CALIFORNIA", PREPARED BY ADVANCED GEO TECHNICAL SOLUTIONS, INC., ~ ~·· FLOWI.INE/DIRECTION OF FLOW --,> - ---,>--
GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. DATED SEPTEMBER 16, 2013, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL '_/ 15. ALL lNSPECilQN REOU.ESIS QTHEB THAN EQB f:.B.ECONSIB.U.C.IlQN MEETING. WILL BE ldAQE BY. GRADING SHALL BE DON£ IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIF/CATIONS ~~ NOT TO TYPE 'A-4' CLEANOUT ••(D-9) fJ] 1 £A
C,dLUNG, THE ENG{NEER!NG. 24-tlOOI? INSPEC,IlQN REQ!J.EST LINE AI (619) 4-JB-JB91, INSPEC.IlQN CONTAINED IN SAID SOILS REPORT. " ~~ SCALE ' CONCRETE BROW DITCH TYPE 'B' ••(D-75) =>· => 410 LF BEQ!J.ESI MU.ST BE f?Ec.Ef'Jt£.O. /:.RlQB IQ 2: oo /:.,Id, QN THE QAY. BEEQBE THE INSPEc.IlQN !S .DEQLARA IlQN Of RESeQNSlBLE QHARGE• \ --~ ' NEEOCO,. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. ,../\.
C,i-if1,vO
c,, l 't REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. "' ~ 24" RCP (PUB) === 42 LF
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL I, MARK A. BRENCICK 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 .,~ 24" HOP£ (PVT) === 150 LF DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE . CITY OF VISTA SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH SECTION 6703 OF TH£ BUSINESS AND PROFESSIONS COD£, AND THAT THE DESIGN JS CONSISTENT 0 ~ STANDARDS, LAWS AND REGULATIONS. WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND ~ ROAn lJ 6" PVC PIPE --165 LF
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMIT11NG A DETAIL SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY "'\.\. ~~
PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, RESPONSIBILITIES FOR PROJECT DESIGN. :>,A.LOMAR ~~ TYPE 'A' MODIFIED CURB OUTLET ••(D-25) 0 2 EA
BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD op
OF CAVING GROUND DURING TH£ EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE LANDMARK CONSULTING \\~O -~o MASONRY RETAINING WALL ••(C-4) 1,375 SF
9555 GENES££ A VE STE 200 PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') SAN DIEGO, CA 92121 VICINITY MAP (') y CITY OF NOS 950
OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR ~ :'\ \l SAN MARCOS PRIVATE CATCH BASIN OR EOUAL □ 5 £A
TO EXCAVATION. IE THE /:.LAN 'tdR!ES EBQM THE StiQBlNG. S'Ci.If:ld SidNO.Afil1.S ESidBLISHEQ BY. TELEPHONE: (858)-587-8070 NO SCALE ~~ RO"O r " BY: MARK A. BRENCICK ~ \ (\.) ALGA
PIPE TRENCH AND STREET RESURFACING ••(G-24A) P<'\X\X\x1 10 SF THE C.QNSIRU.CilQN SAEETY. OFWEBS. IlILE B CA.LlEQBNlA AO./dlNISIB.A Il'Jt£. C.OOE. THE /:.LAN StldLL (",A A BE e.B.E/:.ABEQ BY. A BE(,IS:rf:BEO. EN(,INEEB AI THE C.QNTRAC.IORS EXPENSE, A COPY OF THE OSHA 1, "' EXCAVATION PERMIT MUST B£ SUBMITTED TO TH£ INSPECTOR PRIOR TO EXCAVATION. ~~ ~ STANDARD CONCRETE SIDEWALK •(G-7) ·> ··-::·t·.:· ·1-·._. ·•,J"; SE£ IMP. PLAN
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED DATE: G,/10/,'f -FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF ~-.,_.-.... ~
THE SCHEDUUNG OF BLASTING OPERATIONS. R.C.E. N0.:48153 0 . ·:• ... .-..~-:~·-. -~--· . .-.·-.·;:,._: * CONCRETE DRIVEWAY *(G-148) \J · 1. __ -~·>,t? 5££ IMP. PLAN
19. l[ ANY. ABc.ttAEOLOGJC.AL RESOUBC.ES ABE O.!SC.Q'Jt£.BEQ WI.THIN ANY. WORK ABEd DURING REGISTRATION EXP/RATION DA TE: 06/30/14 PACIFIC ,~ '-"~ cos~ AVE r,;
CONSTRUCTION, QPEBe.IlQNS WI.LL C.EdSE (MldEO,IA.lf;LY. AND THE PERMITTEE WILL NOTIFY THE CITY 6" PERVIOUS CURB & GUTTER *(G-02) ENG/NEEB Of W.ORK; ~1toFESS1~ ~ .... 5££ IMP. PLAN
ENGINEER. OPERATIONS WILL NOT RESTART UNTIL TH£ PERMITTEE HAS RECEIVED WRITTEN 1
AUTHORITY FROM THE CITY ENGINEER TO DO SO. LANDMARK CONSULTING ~</) ~-BR~,v, ~ ~ ~ -SEWER LATERAL & CLEANOUT •(S-07) ® SE£ IMP. PLAN
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, 9555 GENES££ A VE STE 200 " ~ ~ OCEAN \ -~
REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, '-? ~ (') ----0--SAN DIEGO, CA 92121 -.,_ 'Z-SEWER ACCESS HOLE •(S-03) SEE IMP. PLAN
CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO PHONE: (858)-587-8070 fa ~
ENCINITASL\., TH£ PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO a:: NO. 48153 ::o CITY OF -6" PVC SEWER MAIN •(S-05) FAX: (858)-587-8750 ,:.. EXP. 6/30/14 ,:.. -SE£ IMP. PLAN
EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOUDA YS. (A
LIST OF CITY HOLIDAYS IS AVAILABLE AT TH£ £NG/NEERING DEPARTMENT COUNTER.) <I',,_ CI V I \.,~"r SOURQE Of roeoGRAPHY CONCRETE PROTECTION FOR •(SP-03) . . . SEE IMP. PLAN
21. ALL QEE-SJ:rf: tlA!J.L BQ!J.TES Q/ALL BE S!J.13WTTE() BY. THE C.QNIB.dCIQf? IQ THE CITY. SEWER PIPE ..
cf;-,
ENG/NEEB FOR APPRQ'!fdL TWO EJJ.LL WORK/NG. QA'Ci. /:.RlQB IQ BEGINNING, QE WORK, e-OF c.&.U~ TOPOGRAPHY SHOWN ON THIS PLANS WAS GENERA TED BY EARTHlfORK 9UANTITIES 1" WATER SERVICE W/ 1• W.M. W/ CMWD DWG ~ 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, SAN LQ AEB/dL SU.B'Jt£.'Ci. FROM INFORMATION GA TH£R£D ON SEE IMP. PLAN
750 CY FIRE SPRINKLER SYSTEM NO. W-3A
A SITE APPROVED BY TH£ CITY ENGINEER. THE c.QNIB.AC.IQf? StlALL BE BESl:.QNSl&E [QB ANY. SOILS EtJ.GINEEB'S QEB IlELQA If. SEl:.WdBEB B, 2Q11 BY f:.tlQTQc;EQO.EilC. TOPOGRAPHY SHOWN CUT:
OCBBtS QB O.AldAG.E QCCURRING, ALQNG. THE tldU.L BQU.If:S QB AO..lACENT STREETS, AS A BESU.LT HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. FILL: 4350 CY GRIND AND OVERLAY r'.'///1 SEE IMP. PLAN
QE THE G.BAQING. OPEM IlQN
23. BRUSH SHALL BE REMOVED ONLY WITHIN TH£ AREA TO B£ GRADED. NO TREES AR£ TO B£ I, JEFFREY A. CHANEY, A REGISTERED CIVIL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY IMPORT: 31600* CY CONSTRUCTION OF AC PAVING •(GS-17) --REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. DOING BUSINESS IN ,~ OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING LEGAL DESQRIF'IlQN O CY (4" AC / 4" AB MIN.)•• SEE IMP. PLAN
EXPORT: 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS AND STUDY~10F/ ~£ S CCIND/TIONS PREVALENT WITHIN THIS SITE WAS MAD£ BY ME OR UNDER MY ~eE' WTAIL-Btf@d NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ON£ PERCENT DIRECTION A N1 1E ER 25, 2013. COPIES OF THE SOILS REPORT COMPILED FROM THIS A PORTION OF LOTS 32 AND 34 OF PATTERSON'S ADDITION TO REI.IEDIAL: 3,500* CY B,1 01.!TfNTIOlil AR.liA !.MT'> 4-7 ,Zit() ~I"
SLOPE. STUDY. .. . . -' MEN 1A ' HA VE BEEN SUBMITTED TO THE omcE OF THE CITY ENGINEER. CARLSBAD, A PORTION OF CANYON STREET AS CLOSED TO -
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. ~ I //7
PUBLIC USE AND TH£ SOUTHEASTERLY 10 FEET OF OAK *THESE VALUES AR£ SUBJECT TO ••() SAN DIEGO REG/ L STANDARD DRAWINGS
EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS SIGNED: 'l11-ofESs10~ A VENUE ADJOINING LOT 32 AS CLOSED TO PUBLIC US£ IN TH£ CHANGE BASED ON UL nMA TE "AS BUil T" DIRECTED BY THE PROJECT INSPECTOR. II ~ ,, CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF SUITABILITY OF ONSITE SOILS AND •() CITY OF CARLSBAD STANDARD DRAWINGS.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND P.E. NO.: C-£, ~ 2-'bC "{: ,fQ ~~'i A. C~~ CALIFORNIA, ACCORDING TO MAP THEREOF NO. 565, FILED IN TH£ NECESSITY FOR REMEDIA nON ~ ( \..;._t1,. /!! ,!-' \ CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES,
?/t1,u-1-,,, !!f No~ ffl THE omcE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, IN EXJSnNG DRAINAGE AREAS PER "--""'\ 8/z-r /,,;
ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE DATE: ~-f ON SEPTEMBER 22, 1888. SOILS ENGINEER RECOMMENDA noN.
CITY ENGINEER. r;./,JD ~ RCE41zl!e2 EXP. ~ Lz.0 bre. DATE
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN LICENSE EXP/RATION DA TE: ffiOJE<;T LOQA IlQN (10) DAYS OF TH£ TIME WHEN EACH SLOPE IS BROUGHT TO GRAD£ AS SHOWN ON TH£ APPROVED r'" L NDMARK REVIEWED BY:
GRADING PLANS. THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL S'/tr;0r 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY TH£ CITY CONSULTING 'Rob £,+z,,r,.(,,I REQUIRED TREATMENT CONTROL BMP TABLE NUMBER(S) 20/2-QB0-02 Planl'Mng Engineering Surveying
OF CARLSBAD LANDSCAPE MANUAL, TH£ LANDSCAPING PLANS FOR THIS PROJECT. ORA WING NO., 9S5e 0•,_ Aveou•, Suite 200
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS San~. CA 92121, (8S9)587--8070 INSPECTOR DATE
AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. TYPE DESCRIPTION O~ERSHIP MAINTENANCE SHEET NO. MAINTENANCE N· 6 226 :fOZ E· 2 Q06,444
~'
29. TH£ OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK AGREEMENT FREQUENCY , I SHtET I CITY OF CARLSBAD OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH TH£ LANDSCAPE AND /RR/GA TION PLANS
AND TH£ IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH TH£ PERVIOUS PERVIOUS PVT CC&R 3 AFTER EACH ENGINEERING DEPARTMENT
LANDSCAPE MANUAL TIM£ REQUIREMENTS. CURB & CONCRETE FOR RUNOFF BEtJ.CH MARK GUTTER PROPOSED 6" ~""" A PRODUCING GRADING PLANS FOR: '-1.W" 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING AND GUTTERf iC,-I() ~ ,--.._I.:\. . DESCR/PTTON: FIRE HYORANT OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND '
REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH -ONC" .i! -NTHS
LOCATION: NORTHEAST CORNER OF YAI I EX SJ AND 1811 OAK AVENUE BIORETENTION rc-32 BIORETENTION PVT CC&R ~,If,~,,, 1 BASSWOOD AllE CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. BASIN ( 1' ,.,, RECORDED: C[[)'. OF CARI SBAD Dll,lG l ~:i ~
31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND "--. ,-J ELEVATION: 168.03 DA nJI.I: 1929 M,S.L, HOP 13-02
AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE APFf,~VEDlJ, 1 } I . ' -f.o GLEN K. VA ~ p ~SKI
REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT I I ~ rr::r, ,7 e q. /0 IL/
WITH THE PROPOSED WORK. REfEREtJ.QE DRAWINGS ENGINl'TRIMa' MANAGER. PE 41204 EXPIRES 3/31 /15 D.ll'T
Q ,.,UjM -·-/1\ ,. __ 4 .. , ,. C\.ft'(. _.__ .4 ~ ----·L.,,P,<, \O/Z.'!/1~ ue.,, .,,zo, , .. $St, -· D~BY~
I
PROJECT NO. I DRAWING NO. DWG. 244-8 IP FOR MS 620 DATE INlllAL .
CONS1RUCTTON PRIORITY: HIGH DATE INlllAL DATE INlllAL CHKD BY· DWG. 273-2 REVISION DESCRIPTION MS 13-06 ENGINEER Of WORK D1HER APPROVAL CllY APPROVAL RVWD B : 481-3A
P: \180-4 CARLSBAD\GP\GP-01.DIIIG 6/11/2014 11: 29 AM