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HomeMy WebLinkAboutDWG 419-7A; SDP 03-16; CARLSBAD MEDICAL PLAZA; 01-05GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF Tf-lE CARLSBAD MUNICIPAL CODE.) 1. n-1/S PLAN SUPERSEDES ALL On-lER PLANS PREVIOUSLY APPROVED BY TI-IE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF Tf-1/S PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONOlnONAL APPROVAL, CITY STANDARDS OR OTHER ADDlnONAL DOCUMENTS LISTED HEREON AS Tf-lEY MAY PERTAIN TO Tf-1/S 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 ENG/NEER-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 Tf-lE CITY ENGINEER 111LL BE REQUIRED FOR ANY WORK IN Tf-lE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING Tf-/E CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN TI-IE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY TI-IE INSURANCE COMPANY I\RlnNG TI-IE POLICY MUST HAVE A RATING OF A AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS' KEY RATING GUIDE. 5. UNLESS EXEMPTED BY S£CTION 301.(b)5 OF TI-IE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM TI-IE 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 TI-IE CITY ENGINEER DOES NOT AUn-lORIZE 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 n-lESE PLANS WITHOUT THE I\RITTEN APPROVAL OF TH[ CITY [NG/NEER, NOTED Wln-1/N TI-IE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TI-/£ TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL B[COM[ THE PROPERTY OF THE CITY UPON BEING SIGNED BY TI-IE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY TI-IE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TI-/£ WORK BY TI-IE CITY. 11. ACCESS FOR FIRE AND On-lER EMERGENCY \.fHICLES SHALL 8£ MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TR[NCHES AR[ 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 TI-IE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. TI-/£ SOILS REPORT 1i!LL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACnON REPORT AND COMPLIANCE \.fRIFICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO TI-IE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF TI-IE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONS1RUCTED IN ACCORDANCE VI/TH TI-IE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EAR TI-I WORK SPEC/FICA TIONS " A TTACf-/ED TO THE PRELIMINARY SOILS /NVESTIGA TION. DAILY FIELD COMPACnON REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRfCONSTRI/CUON MEfDNG SHAii BE HEID AT THE Sf1f PRIOR TO IHf flfGINNING Of WORK AND SHAii Rf AITENQFQ BY Al I REPRfSENTAD\tE5 RESPONSIBLE FOR CONS1RUCTION, INSPECTION, SUPERVISION, TESTING AND ALL 011-/fR AsPFCTS OF THE WORK TI-IE CONTRACTOR SHALL SCHEDULE TI-IE MEETING THROUGH TI-/£ PERMIT CLERK ((760)438-3634) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRA1i!NGS MUST BE AVAILABLE PRIOR TO SCHEDULING. A COPY OF n-1£ GRADING PERM/ T VI/LL BE PROVIDED BY THE PROJECT INSPECTOR AT TI-IE MEETTNG. 15. All INSPFGDQN l?fOl/fSTS OTHER THAN FOR PRFCQNSTRI/CDON MEETING Vdll Rf MAQE BY CAIi iNG llif fNG/NEER/NG 24 HOUR INSPfCDON REQl/fST i/Nf AT (Z6Q) 4J8 J891.INSPFCTION REQUFSTS MUST BE REC[IV[Q PRIOR TO 2: oo PM. ON n-1[ DAY BEFORE TI-/[ INSPECTION IS NffDED. INSPECTIONS l!fLL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERl!!SE. REQUESTS MAD[ AFTER 2: 00 P.M. \l!LL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. n-1[ 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 SUBMlmNG A D[TAIL PLAN TO THE CITY [NG/NEER AND/OR CONCERNED AG[NCY SHOl!!NG THE DESIGN OF SHORING, BRACING SLOPING OR On-lER PROVISIONS TO BE MADE OF WORKER PROTECnON FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATTON OF SUCH TRENCH OR 1RENCHES OR DURING TI-IE PIP[ INSTALLATION n-lEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AG[NCY PRIOR TO EXCAVATION. IF Tf/[ PLAN VAR/FS FROM Tf/[ SHORING SYSI[M STANDARDS ESTABLISHED BY THE CONS1RUCnON SA[[TY ORDERS, TITLE 8 CALIFORNIA ADMINIS1RATIVE CODE, THE PLAN SHALL BE PREPARED BY AN £NGINITR AT lliE CONTRACTORS £½PENSE. A COPY OF TI-IE OSHA EXCAVATION PERMIT MUST Bf SUBMITTED TO TI-IE INSPECTOR PRIOR TO EXCAVATTON. 18. NO BLASTING SHALL BE COMMENCED Vr!THOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED \l!THIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS \l!LL CEASE IMMEDIATELY, AND THE PERM/TT[[ WILL NOTIFY TI-IE CITY ENGIN[ER. OPERA noNS l!!LL NOT RESTART UNTTL THE PERMIT)[[ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERA noNS CONDUC1[D ON THE S/1[ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA IJON OF 1RUCKS, EARn-iMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY On-lER ASSOC/A TED GRADING [QUIPMENT SHALL 8[ LIMITED TO TI-IE PERIOD 8ET'lt[£N 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON l+EEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT TI-IE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF Sf)[ HAUL ROUTES SHALL 8[ SUBMITTED BY n-1[ CONTRACTOR TO THE CITY ENGINffR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL 8[ OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY QFBRIS OR DAMAGE OCCURRING ALONG THE HAUL RDUTES OR ADJACENT STRffTS AS A RESULT OF TI-IE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY Vr!n-1/N TI-IE AREA TO BE GRADED. NO 1REES ARE TO B[ REMOVED UNLESS SPECIFICALLY NOTED ON TH[ PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER JS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOP[. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CON1ROL PLANS. [ROS/ON CONTROL SHALL BE AS SHOWN AND AS APPROVED BY n-1[ CITY ENGINEER OR AS DIRECTED BY THE PROJ[CT INSP[CTOR. 26. ALL SLOPES SHALL 8£ TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. n-1[ SITE SHALL 8E LEFT IN A N[AT AND ORDERLY CONDlnON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REMOVED AND DISPOSED OF AT A SJ TE APPROVED OF BY TI-If Cl TY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED l!fTH/N TEN (10) DAYS OF TI-IE nME WHEN [ACH SLOPE IS BROUGHT TO GRADE AS SHOll!'J ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL. THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 419 7L . AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CON1RACTORS SHALL COORDINATE THE WORK OF n-lESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND TI-IE IMPRO\.fMENT PLANS AS RfQUIRED FOR n-1/S WORK IN ACCORDANCE l!fTH THE LANDSCAPE: MANUAL TIME REQUIREMENTS. GRADING NOTES (CONTINUED) 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE Vr!TH A MINIMUM D-LOAD OF 1,35D OR ASBESTOS CEMENT PIPE Wln-1 A MINIMUM 0-LOAD OF 2,000. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPn-1 IS LESS THAN 15 FE[T AND BACKFILLED W1TH 3/4" ROCK PER SDRSD S-4 TYPE "c" AND PIPE MEETS ASIM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OP[RA noN, IT SHALL BE REMOVED 1,ITI-//N TWENTY FffT OF BUILDING OR S1REET AR[AS AND REPLACED W1 TH PROPERLY COMPACTED SOILS. IN OTHER AREAS TI-IE PIP[ WILL 8[ PLUGGED Vr!TH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. J2. n-1[ CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTTNG FACILITIES (ABOVE GROUND AND UNDER GROUND) l!fTHIN TI-IE PROJ[CT SITE sumCIENTL Y AHEAD OF GRADING TO PERMIT TI-IE REVISION OF TH[ GRADING PLANS IF IT IS FOUND TI-IA T THE ACTUAL LOCATIONS ARE IN CONFLICT WITH TI-IE PROPOSED WORK. 33. n-1[ CONTRACTOR SHALL NOTIFY AFFECTED UTTLITY COMPANl[S (Sff 8[LOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING N[AR THEIR FACILITTES AND SHALL COORDINA T[ THE WORK WITH A COMPANY REPRESENTATIVE. UNOCRGROLND SERVICE ALERT sosa~ Hl.CIFIC BE:LL ADELPHIA CABLE COMMUNICATIONS COX COMMUNICATIONS CITY OF CARLSBAD (STREffS B STORM fRAIN) , CITY OF CARLSB/l/.J (SEWER, WATER !i RECLAIMED WAT[R) • SIW 0/EGJITO WC1TER 0/STRICT •LEUCl![)/11 COUNTY \11'.\TER DISTRICT , VALLEC,WS WA7ER DISTRICT , OLIVfNHAIN WATER OISTR/CT • BUENA SAN/TATTON DISTRICT • AS APPROPRIATE 34. PERMIT COMPLIANCE: REQUIREMENTS; /-8C0-422-4.'33 (760)480-7647 l BOJ-892-0!23 (760)438-7741 (760)806-9809 (760)434-2980 (760) 438-2722 (760)633-2650 (760) 753-0l.'i5 (760) 744-0460 (760)753-6466 (760) 726-1340 A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL TI-IE WORK IN PROGRESS {15.16.120 A.Bf CARLSBAD MUNICIPAL CODE. B PRIOR TO FINAL APPROVAL OF A GRADING PERMIT THE FOLLOWING REPORTS MUST BE SUBMITTED TO TI-IE CITY ENG/NffR VIA THE PROJ[CT INSPECTOR {1516.120 A.10/ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CON1ROL, SLOPE PLANTJNG AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND TI-IE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETT[R FROM CITY [NG/NEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUD[S RECOMM[NDEO SOIL BEARING CAPACITIES, A STATEMENT AS TO TI-IE EXPANSIVE QUALITY OF TI-IE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. TI-IE REPORT SHALL ALSO INCLUDE A STATEMENT BY TI-IE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE Vr!TH TI-IE R[QUIREMENTS AND RECOMMENDATIONS OUTLINED IN TI-IE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS n-lERETO. (4) R[PORT Win-I AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED Wln-1/N SIX (6) MONTI-IS AFTER TI-IE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REOUIR[D TO 8[ RESUBMITTED FOR PLANCHECK. PLANCHECK FEES W1LL BE REQUIRED FOR ANY SUCH RECHECK. 36. Tf-lE SOILS REPORT TITLED GEOTECHNICAL EVALUATION REPORT ELM GARDENS OOFICE COMPLEX CARLSBAD CALIFORNIA. PERPARED BY: NINYO AND MOORE DA TED: SEPTEMBER 15, 2003 , SHALL BE CONS/D[RED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMM[NDA TIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM TI-IE ENGINEER OF WORK FOR n-1IS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER TI-IE DESIGN OF THE PROJ[CT AS DEFINED IN SEC170N 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND 1HAT TI-IE DESIGN IS CONS/STANT l!fTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SP[CIFICAnONs BY THE CITY OF CARLSBAD IS CONFINED TO A REVl[W ONLY ANO DOES NOT RELIE\.f ME, AS ENGINEER OF WORK, OF MY RESPONS/BJUnES FOR PROJECT O[SIGN. FIRM: K & S ENGINEERING ADDR[SS: 7801 MISSION C[NTER COURT. SUITE 100 SAN DIEGO, CA 92108 CITY, STA TE: TEL[PHONE: (619) 296-5565 ~8~"--: _ _,,_;;f,=~&M_____.:e:::.....,e,c;;z.,zf;c;c, ,,,,-=,C:::::.._ ----DA TE; ~z:..,.l~t=3.,_lo~'t~-- R08ERT C. /MSANDE P.E. NO.: 25609 [XP/RA TION DA TE; 12-Jl-05 SOILS ENGINEER'S CERTIFICATE /, ERIK OLSEN , A REGISTERED GEOTECHNICAL ENGINEER OF Tf-lE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTTFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF AUGUST , 20 OJ AND SEPTEMBER , 20QI___ . TWO COPIES OF THF SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO Tf-lE OFFICE OF THE CITY ENGINEER. -,1 /'.! -i/ (..-J "--SIGNED: P.E. NO.; DATE: (A,o£A, ,,(.,· '"•----· GI> 2218 LICENSE EXP/RATION DA TE; OWNER'S CERTIFICATE I (WE) H£R[BY CERTIFY Tf-/AT A REGISTERED SOILS ENGINE[R OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUP[RVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. , NAME DATE EARTHWORK QUANTITIES CUT: 2,820 CY FILL; 2 012 CY IMPORT: 0 CY EXPORT: 808 CY REM[D/AL: CY EARTHWORK NOTES: [ARTI-IWORK QUANTITIES SHOWN ARE FOR FSTTMA nNG PURPOSES ONLY. ACWAL QUANTJTIES MAY VARY DUE TO SHRINKAGE, LOSSES DUE TO CLEARING OPERATIONS, COMPACTION, SETTLEMENT, ETC. CONTRACTOR SHOULD VERIFY QUANnnES PRIOR TD BIDDING. REFERENCE DRAWINGS DWG NO. 227-3, 356-9A CRMWD 89-102 D-7601 AND PARCEL MAP 13206 OWNER CITY OF OCEANSIDE PACIFIC OCEAN CITY OF ENCINITAS VICINITY MAP NOT TO SCALE CARLSBAD OFFICE PLAZA #1, LP. 2775 VIA DE LA VALLE, SUITE 2D4 DEL MAR, CA. 92014 PROJECT LOCATION (760) 431-5600 CONTACT; JOHN WHITE THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 167-090-70-00-167-090-71-00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT JS; N 367 E ---~16~7~1 ____ ~ KEY MAP LEGEND ----7 L ____ J sHLL r LIMITS ?NO. - - -.:.;;pflQJECT BOUNDAHY D ~ PARCEL BOUNDARY POROUS PAVFMFNT DECOR A !!VE CONCRETE £X!ST smRM DRAIN ?INLU - --CJ moP STORM DRAIN •INLU =, = p,qQP B10F7LTER SWAIF UIS I WGE PAVEMENT ____ [XIST CUR& ='---PROP cu,qe I I I I I ___ .J LEGAL DESCRIPTION PARCELS A AND B PER DOCUMENT NO.'s 97-210207 AND 97-210208 RECORDED MAY 6, 1997 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY LAND SURVEYING METHODS FROM INFORMATION GA n-lER[D BY K & s ENGINEERING. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA nONAL MAP ACCURACY STANDARDS. BENCH MARK DESCRIPTION: CITY OF CARLSBAD BENCH MARK CH/SLED + N E RETURN LOCATION: [L CAMINO REAL AND ELM A VE RECORDED:_--------=~- [LEVA TION: 127.40 DA TUM: M.S.L. INDEX OF SHEETS DWG. NO. DESCRIPTION 1 ................. _ .......... TITI.E SHEET 2 ... ____ .................... EXISTTNG & PROPOS[D EASEMENTS 3 ............................ GRADING, DRAINAGE & PR/VA TE IMPRO\.fM[NTS 4 ............................. EROSION CONTROL PLAN 5 ............................. EROSION CONTROL NO TES AND DETAILS KEY MAP SCALE:1''=100' NOTES 1. ALL ELEVATIONS SHOWN ARE FINISHED SURFACE UNLESS OTHERWISE SHOWN. 2. Tf-lE OWNER AND/OR CONTRACTOR SHALL VERIFY WITH CIVIL ENGINEER THE BUILDING STRUCTURAL SECTION(S) PRIOR TO REQUESTING STAKES FOR ROUGH GRADE PADS. 3. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITY CONNECTIONS PRIOR TO STARTING ANY CONSTRUCTION. 4. ALL CATCH BASINS SHALL HA VE FOSSIL FILTERS INSTALLED. 5. THE BOUNDARY SHOWN ON THESE PLANS IS NOT NECESSARILY THE RESULT OF A BOUNDARY SURVEY BY K & S ENGINEERING. Tf-1£ BOUNDARY LINES SHOWN HEREON MAY HA VE BEEN ESTABLISH[D FROM RECORD DATA ONLY. 6. ALL SURFACE DRAINAGE SHALL BE DIRECTED A MINIMUM OF 2 PERCENT AWAY FROM THE BLIILDING(S). DRAINAGE WITHIN LANDSCAPE AREAS SHALL BE PURSUANT TO THE LANDSCAPE ARCHITECTURAL PLAN. IF LANDSCAPE PLANS ARE NOT REQUIRED, THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO INSURE: THAT NO PONDING OF WATER OCCURS IN THE PLANTER AREAS. Tf-lE FINISHED GRADE WITHIN DIGALERT WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF n-1[ CONSTRUCnON OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF P[RMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOll!'J OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUnONS AND ORDINANCES CITED ON n-lESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOl!fNG DOCUM[NTS, CURRENT AT THE TIME OF CONS1RUCTTON, AS DIRECTED BY THE CITY ENGINEER 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 5596 5597 DA 1[0 04/07 /04 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GR[EN BOOK). 6. SOILS REPORT, RECOMMENDA TTONS BY NINYO & MOORE CONSULTANTS DATED 09/15/03 7. THE SAN DIEGO REGIONAL STANDARD DRAl\!NGS AND AS MAY BE MODIFIED BY TI-IE CITY OF CARLSBAD STANDARDS. 8. THE STORM WATER MANAGEMENT PLAN FOR CARLSBAD MEDICAL PLAZA DA TED APRIL 2004 9. TI-IE STORM WATER POLLUTION PRE\.fNTTON PLAN FOR CARLSBAD MEDICAL PLAZA DA TED APRIL 2004 10 7H£ CAL/f?JRNIA STORM WATER QUALITY ASSOCIATION, STORM'i'Q\TER REST MANAGEM£1{T" PRACTICE, CONSTRUCr!ON HANDBOOK AND Tf-lE STIITE OF CAUFORMA, DEPARTM::NT" 01' TRANSPORTATION, CONSTRUCTION SI1F BEST MANA.GEMEI./T' PRACTICES (BMP) MANlJAL LEGEND: (SEE SHEET 4 FOR EROSION CONTROL LEGEND AND QUANnnES) DESCRIPTION DWG, No. SYMBOL PROPERTY LINE EXISTING CONTOUR EXISTING ELEVATION EXISTING WALL PROPOSED CONTOUR FINISH SURFACE ELEVATION FLOW LINE ELEVATION DIRECTION OF FLOW (1% MIN.) TOP GRATE/INVERT [LEVA TION TOP CURB/FLOW LINE El[VATION PVT. CATCH BASIN (BROOKS) (24") PVT. CATCH BASIN (TYPE I) PVT. STORM DRAIN PIPE (12" PVC) EXISTING INLET 6" CURB & GUTTER, TYPE G 6" CURB J' 1i!DE CONCRETE GUTTER MASONRY RETAINING WALL DEEPENED FOOTING SDRSD 0-29 SDRSD G-2 SDRSD G-1 SDRSD G-12, 13 SDRSD C-2, 3 (P[R ARCHITECT PLANS) BUILDING STEMWALL (PER ARCHITECT PLANS} PAVEMENT AREA {CONG (7") -ASPH (3" / 13")] GRA V£LPA VE,. POROUS PA VEM[NT OVER 2' SAND VEGETATED B/OFJL TER SWALE B" PVC S£WER SERWC£ (PVT) 8" S[WER CLEAN OUT (PVT) B" SEOCR CLEAN OUT (PER 419-7) 8" PVC WATER MAIN (PER 419-7) 6" FIRE SERWCE (PUB.} /PER 419-7) W/CHECK ASSY., PIV & FDC (PVT) 2" WATER LATERAL (DOM}(PUB.) (PER 419-7) I" WATER LATERAL (RCL)(PUB.) (PER 419-7) FIRE HYDRANT ASSY. (PER 419-7) STOP SIGN (PVT) EXIST. 8" WATER MAIN (PUB.) (REFERENCE) EXIST. 8" SEWER MAIN (PUB.) (REFERENCE) CMIIIJ S6 CMIIIJ 56 CMIIIJ W22 CMWD W4, WB CMWD WJ, WB CMWD W-12 R-1 \v'DID 9 37C 325045 () 1 1 _1_!1 J) --210-- 211.00FS 211.00FL 'EJ 211.00TG l'd 211.00IE '[iJ 211.00TC IL!l 211.00FL [JI s;il I. "' · 1 l t·><~-~-:/~ <:::::::J <=--·] i QUANTITY 2 EA. 2 EA. 121 LF. 797 L.F. 1,112 L.F. 425 L.F. 24 L.F. 298 L.F. 81 L.F. 1 EA. 1 EA. 7. LANDSCAPE: AREAS ADJACENT TO THE BUILDING SHALL 8[ 6" BELOW THE FINISHED FLOOR. WATERPROOF/NG AND/OR A ST[MWALL IS REQUIRED WHEN THE FINISHED GRADE IS LESS THAN 6" BELOW THE FINISHED FLOOR AND DEEP[NED FOOTINGS ARE REQUIRED WHEN THE FINISHED GRADE IS MORE THAN 6" BELOW THE FINISHED FLOOR. THE SUB DRAIN FOR Tf-lE RETAINING AND/OR KEYSTONE WALLS, AS SPECIFIED BY OTHERS, SHALL BE CONNECTED WITH POSITIVE FLOW TO A DRAINAGE SYSTEM OR CURB OUTLET. CALL BEFORE YOU DIG 1-800-227-2600 48 HOURS NOTICE REQUIRED PLANNING DEPARTMENT APPROVAL / /11 ~--t:SUI LT 11 1,¼keQ;_~•at?w:s. DATE:13/10/0-t l/--c::;----,r~_ ·c.:·---.4 ~;...tf--~"'4-~ 'i /'rlo, 8. 9. 10. ALL STORM DRAIN PIPES SHALL HAVE WATERTIGHT JOINTS INSTALLED. THE HARDSCAPE SHOWN HEREON WAS OBTAINED FROM THE ARCHITECTURAL PLAN. CONTRACTOR SHALL CONSTRUCT ALL HARDSCAPE PER THE ARCHITECTURAL SITE PLAN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK PRIOR TO POURING ANY CONCRETE FOR CURBS OR HARDSCAPE IF ANY OF THE A.D.A. STANDARDS HAVE NOT BEEN MET. IIICIIAEL J. HOI,ZJIIJUR, PLINNING DIRECTOR CE 4SS'l ~y'6;;..,,,••~-..,..<"'~cNED,.::Gl;,l1...-<~---··.,,.,c7nAn, e / 5 / o '/ REVIE vJE.ll /iri;, /' RICOIIIIINDED BY:~ J~Geb <O -f~dy (PRINT NAME) r~sPicT~ I , DATE DATE f-----J---+-~-~-------f---+~-+--+-----1I SH1ET 11 CITY OF CARLSBAD II SH5TS I (619)296-5565 K&S ENGINEERING Planning Engineering Surve~ng ~C~Tfo/ttf 7801 Mission Center Court,1Suite 100 San Diego, CA 92108 1----+---l--------------------+-----+---+---+----t GRADING, DRAINAGE & EROSION CONTROL PLANS FOR: CARLSBAD MEDICAL PLAZA APPROVED: LLOYD 8. HUBBS i?Y 1--------4--+---------------+---+-~l---+----ll~~'--""">="""-'~~,c;?.l"--'---.~//f½a.c..~-~-~·~-----SllWC"'~ PE:238896:PIREi: 1TuiTos CITY ENGINEER DATE DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL Cl1Y APPROVAL PROJECT NO. SDP 03-16 DRAWING NO. 419-7A cu Cl 1/J 1-, ' L.,__I L LL LJ. ,90204 ~--is --------------\ ~ ----~\ ----------- 34f--_,,,. EXISTING EASEMENTS [j] EXISTING 10' EASEUENT FOR PIPELINES Villi lliE RIGHTS Of INGRESS IBERETO AND EGRESS TliEREFROU AND INCIDENTAL PURPOSES TO COSTA REAL MUNICIPAL WATER DISTRICT, REC. OCTOBER 5, 1983 AS INSTRUMENT NO. 83-356773 Cf O.R. ·:¼ \ \ [D EXISTING 10' EASEMENT FOR PIPELINES AND INCIDENTAL PURPCSES TO COSTA REAL MUNICIPAL WATER DISTRICT, REC. SEPTEMBER 28. 1983 AS INSTRUMENT NO. 83-345690 OF O.R. QJ EXISTING 20' & 25' EASEMENT FOR WATER LINE AND INQDENTAL PURPOSES TO CARLSBAD MUNICIPAL WATER DISTRICT, REC. MAY 21, 1998 AS INSTRUMENT NO. 98-301489 OF O.R. II] EXISTING 20' & 25' EASEMENT FOR RECLAIMED WATER LINE AND INCIDENTAL PURPOSES TO CARLSBAD MUNICIPAL WATER DISTRICT, REC. MAY 21, 1998 AS INSTRUMENT NO. 98-301490 OF O,R. [TI EXISTING RECIPROCAL ACCESS EASEMENT PER F/P 97-0212095, REC 5-7-1997 []J AN EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY AND INCIDENTAL PURPOSES TO CITY OF CARLSBAD REC MAY 19, 1998 AS INSTRUMENT NO. 98-294055 OF O.R. [I] PORTIONS OF EL CAUINO REAL STREET VACATION REC. DECE:MBER 18, 1981 AS INSTRUMENT NO. 81-396329 OF O.R., EXCEPTING TliEREFROM AN EASEMENT TO TliE CITY OF CARLSBAD FOR EXISTING UTILITIES, DRAINAGE STRUCllJRES AND SLOP£ MAINTENANCE: AND t.CIDENTAL PURPOSES AND ALL ABUTTERS RIGHTS Of ACCESS TO lliE HIGHWAY CONTIGUOUS AND ADJACENT lliERETO. ALSO SEE DCC. REC. APRIL 16, 1984 AS INST. NO. 84-138881 D.R. ACCESS RIGHTS TO ELM AVENUE AND EL CAMINO REAL AVENUE LIMITED BY INSTRUMENT RECORDED SEPTEMBER 9. 1983 AS F /P 83-321844 O.R. EXCEPT AS PRO'IIDED ON SPECIFIC PLAN SP·-182 AS ADOPTED BY ORDINANCE . ND. 9618 BY TliE QTY Cf CARLSBAD ON JUNE 1, 1982. UNPLOTT ABLE EASEMENTS 1-AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPCSES TO PACIFIC TELEPHONE AND TELEGRAPH COMPANY, REC. MARCH 4, 1911 IN BOOK 511, PAGE 235 OF DEEDS. SAID DEED DOES NOT CONTAIN lliE LOCATION OF SAID EASEMENT. 2-AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES TO SAN DIEGO GAS &: ELECTRIC CO., REC. FEBRUARY 15, 1977 AS INSTRUMENT NO. 77-56590 Of O.R. lliE LOCATION OF lliE EASEMENT CANNOT BE DETERMINED FROM RECORO INFORMATION. 3-AN EASEMENT FOR FIRE PROTECTION AND INCIDENTAL PURPOSES TO lliE CITY Cf CARSLBAD REC. MARCH 15. 1977 AS INSTRUMENT NO. 77-93919 OF O.R. TliE ROUTE as LOCATIOO CANNOT BE DETERMINED FROM SAID INSTRUMENT. 4-TliE PRl'IILEGE AND RIGHT TO EXTEND DRAINAGE STRUCllJRES, EXCAVATION AND Et.lllANKMENT SLOPES BEYOND TI-IE LIMITS Of ROAD SUR'IEY NO. 925 '/,HERE REQUIRED FOR lliE CONSTRUCTION AND MAINTENANCE OF SAID PUBLIC HIGHWAY AS GRANTED TO TliE COUNTY OF SAN DIEGO IN DEED REC. MARCH 20, 1945 IN BCOK 1837, PAGE 276 ANO IN DEED REC. APRIL 1D, 1945 IN BOOK 1842, PAGE 215 O.R. lliE ROUTE OR LOCATION CANNOT BE DETERMINED FROM SAID INSTRUMENT. 5-lliE TERMS AND PRO'IISIONS CONTAINED IN TliE DOCUMENT ENTITLED "DECLARATION OF RECIPROCAL DRl'IING, PARKING AND PEDESTRIAN USE AGREEMEN1" REC. FEBRUARY 27, 1984 AS INST. NO. 84-69601 D.R. EXECUTED BY AND BET\IEEN ELM PROPERTIES, A CALIFORNIA JOINT 'IENllJRE AND SAN DIEGO TRUST & SA'IINGS BANK, GRANTING lliE RIGHTS TO IBE USE OF TliE COMMON AREAS FOR DRl'IING, PARKING AND PEDESTRIAN PURPOSES. TI-IE ROUTE OR LOCATION CANNOT BE DETERMINED FROM SAID INSTRUMENT. 6-TliE TERMS AND PROv1SIONS CONTAINED IN lliE DOCUMENT ENTITLED "RECIPROCAL DRl'IING, PARKING AIIO PEDESTRIAN USE AGREEMEN1" REC. JUNE 5, 1985 AS INSTRUMENT NO. 85-199712 O.R. EXECUTED BY AND BETWEEN W.C. LUSARDI, W.F. STRONG AND E.L. FOGAL ACTING IN TliE NAME OF ELM PROPERTIES, ACTING IN TI-IE NAME OF ELM PROPERTIES, A CALIFORNIA GENERAL PARTNERSHIP, GRANTING A NON-EXCLUSl'IE EASEMENT FOR DRlv1NG, PARKING AND PEDESTRIAN USE PLRPOSES. lliE ROUTE OR LOCATION CANNOT BE DETERMINED FROM SAID INSTRUMENT. PARCEL C CIC F' IP G1-2-w2og APJ\J -rn?-090-72 Lor 387 c.r. 74-25 UNIT 2 MAP -Jo-J2-J APN i67-4-Ji-63 ----- ------- BENCH MARK DE.SCRIPT/ON: 0Ce:.l'-'TY-"'OF-"'C""AR.:cL"'SBe:,Ao,O'-"'BEecN:..sC"-'H-'M"'A"-'R"-'K ______ _ CH/SLED + N E RETURN LOCATION: __ E.~Lc...=CA~M~IN~O~RE~A~L'--'A-"-N"'D'-'E"'L""M'-'A"-\IE~------- R[CORDED: _~-------------=---E.LEVA TION: --"12"-'7~.4,.,0c._ ______ DA TUM: ~M=.S=.L~. __ _ --------- ~ PK1a&S EEngNGINEE3RIN.G nmng rneenng urveyrng X& CJ-.• /.. 7/23/0'/__ (619)296-5565 7801 Mission Center Court, Suite 100 San Diego, CA 92108 --- '-'-"' YnlU-'L..1~ VI I II.IL....> \ PROPERTY OWNER ---r1a.oo' - -I~ --1 -------- I l D=0'43'28" L=38.88' R=3075.00' -,aS4 --5 --~'II /4 !!,\'o \ _.--c "~· -s\'----1 L N18'42' 44"W 31.53' \ \ :D _,,,.,,,.,--- \_ ---20' PRIVATE STORM DRAIN EASEMENT TO BENEFIT D=11'56'56" ELM GARDEN OFflCES L~32.95' PROPERTY OWNER R=158.00' DOC. # REC. 60 -- ,,/"' _,,,.,,,.,--- D=1015'01" L=28.98' R=162.00' 780! l,<.:3,:·;1 · C Ste 100 San Diego Ca 9l I 08 (619) 296-5565 &_BUILT PbJlli INSPl:C't !:. 0 .4.1'-'C HJ--,1:,~,n\1,MtNDEO 0UR _,-~,:-c;..:..11"\r~C-f l kY~---·· q/'9'/4-r! PUBLIC WORKS INSPf:CTOR !:'ATE CARLSBAD 11 SHSTS I SCALE: 1 "= 20' GRADING, DRAINAGE & EROSION CONTROL PLANS FOR: CARLSBAD MEDICAL PLAZA APPROVED: LLOYD B. HUBBS &'Y t----f---+----------------+----+--+--~--~1-~eZ=~•~A-•~-~::c~...?.2,__~JA!¼,~~'t;J,-~~-~----B/;-/4,~ PE, 23889 ExKRci, 121VoscnY ENGINEER oA rr DAT£ INITIAL DAT£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION □!HER APPR□VAL DAT£ INITIAL CITY APPROVAL DWN BY: ~ CHKD BY:-''='--RVv/D BY: i:>(F>.. PROJECT NO. SDP 03-16 DRAWING NO. 419-7A '/J l 0 T 090204 N 0 ~ tll EL CAMINO LINE OF SIGHT DETAIL SCALE: 1"=80' SEE DWG 419-7 FOR P\J .. BL .. IC. l.MPROVEMENTS~. 11,7,f:i2 Tlf../ . \ i\o.es?·s~ EX. CURB & GUTTER TO REMAIN PAVEMENT LEGEND 'J --- PAVfMENT A/?fA {CONG (7") -ASPH (J" / 13")] GRAVfLPAVf™ POROUS PAVfMENT OVfR 2' SAND PA V[IJEN T REMOVf PA Vfl.lENT REMOVf & REPLACE PA VfMEN T OV[RLA Y I · I 1. 2. 3. 4. 5. 6. 7. 8. 9. I [ 2" COMPos~ TILLED INTO 6" NATIVE SOIL TYPICAL BIOSWALE NOT TO SCALE NOTES ALL ELEVATIONS SHOWN ARE FINISHED SURF ACE UNLESS OTlffRWISE NOTED. THE OWNER AND/OR CONTRACTOR SHALL VERIFY WITH CIVIL ENGINEER THE BUILDING STRUCTURAL SECTION(S) PRIOR TO REQUESTING STAKES FOR ROUGH GRADE PADS. CONTRACTOR TO VERIFY LOCATION ANO ELEVATION OF ALL EXISTING UTILITY CONNECTIONS PRIOR TO STARTING ANY CONSTRUCTION. ALL CATCH BASINS SHALL HAVE FOSSIL FILTERS INSTALLED. THE BOUNDARY SHOWN ON THESE PLANS IS NOT NECESSARILY THE RESULT OF A BOUNDARY SURVEY BY K & S ENGINEERING. THE BOUNDARY LINES SHOWN HEREON MAY HAVE BEEN ESTABLISHED FROM RECORD DATA ONLY. ALL SURFACE DRAINAGE SHALL BE DIRECTED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING(S). DRAINAGE WITHIN LANDSCAPE AREAS SHALL BE PURSUANT TO THE LANDSCAPE ARCHITECTURAL PLAN. IF LANDSCAPE PLANS ARE NOT REQUIRED, THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO INSURE THAT NO PONDING OF WATER OCCURS IN THE PLANTER AREAS. THE FTNISHED GRADE WITHIN LANDSCAPE AREAS ADJACENT TO THE BUILDING SHALL BE 6" BELOW THE FTNISHED FLOOR. WATERPROOFTNG AND/OR A STEMWALL IS REQUIRED WHEN THE FINISHED GRADE IS LESS THAN 6" BELOW THE FINISHED FLOOR AND DEEPENED FOOTINGS ARE REQUIRED WHEN THE FINISHED GRADE IS MORE THAN 6" BELOW THE FINISHED FLOOR. THE SUB DRAIN FOR THE RETAINING AND/OR KEYSTONE WALL, AS SPECIFIED BY OTHERS UNDER A SEP ARA TE PERMIT, SHALL BE CONNECTED WITH POSITIVE FLOW TO A DRAINAGE SYSTEM OR CURB OUTLET. ALL STORM DRAIN PIPES SHALL HAVE WATERTIGHT JOINTS INSTALLED. THE HARDSCAPE SHOWN HEREON WAS OBTAINED FROM THE ARCHITECTURAL PLAN. CONTRACTOR SHALL CONSTRUCT ALL HARDSCAPE PER THE ARCHITECTURAL SITE PLAN. MINIMUM SECTION FOR NEW AND REPLACED AC PAVEMENT IS PER SOIL ENGINEER'S RECOMMENDATION (3" OVER 13" BASE). THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK PRIOR TO POURING ANY CONCRETE FOR CURBS OR HARDSCAPE IF ANY OF THE A.D.A. STANDARDS HAVE NOT BEEN MET. SEE SHEET 4 FOR EROSION CONTROL PLAN AND SHEET 5 FOR EROSION CONTROL DETAILS. SEE SHEET 2 FOR ALL EXISTING & PROPOSED EASEMENTS. F XISl N2' P/\kKIN1~ i1REA ---~) I I ' I REAL 10. 11. 12. 13. 14. 15. SEE IMPROVEMENT PLANS, DWG 419-7, FOR PUBLIC WATER CONSTRUCTION. PARCELS A & B COMBINED VIA A LOT LINE ADJUSTMENT PLAT, ADJ. #04-01. 1:,:,. ~,~ .... _ -, --~ C;.-~:r:. st: mo Soc G,e;; Cu. s; J8 (619)296-5565 ---- BENCH MARK DESCRIPTION•CITY OF CARLSBAD BENCH MARK CHISLED + N [ RETURN L OCA TI ON: _ _,E°"L~C"'A,,.M,.,_INc,,O"-'-'R'='EA:,,L~A"'N-"D'--='EL='M'--"A-"VE~------ RECORDED:_~~---------~~~-- ELEVA TION:_~12=7~. 4~0~------~ DA TUM: .cMec.S,c·=cL. __ _ Sff DWG 419-7 FOR PUBLIC IMPROVEMlNTS I:] K&S ENGINEERING ei Planning Engineering Survevmg ;&,le/ C~?,l/£/4:,- 1619)296-5,65 7801 Mission Center Court, Suite 100 San Diego, CA 92108 DATE INITIAL ENGINEER OF WORK RECONSTRUCT EX. LOCA.L DEPRESSION 0 10 REVISION DESCRIPTION \ ( \ \ \ EXISTI\JG P/IRk'IN:: ARfA ' \ ! 50' EXISTING ACCESS EASEMENT 25' 12' EXISTING CURB & GUTTER If I 25' 12' ~.,----~"":iP"""" OVERLAY .. ,--·· EXISTING AC PAVEMENT REMOVE AND REPLACE EXISTING AC PAVEMENT 3' CONC. RIBBON GUTTER SEE DETAIL A SECTION A NOT TO SCALE 50' EXISTING ACCESS EASEMENT 25' 25' 12' 12' _, I -.. ;;:-I .. .. '"~- EXISTING CURB & GUTTER If 4% I 1.5% ,_ C. ,.,_. __ _j------,,, , ____ _ OVERLAY EXISTING AC PAVEMENT - 3' CONC. RIBBON GUTTER SEE DETAIL B SECTION B NOT TO SCALE 3.0' " EXISTING CURB 1 ,rRIES u_"lAN PER CONCRETE CURB PER SDRSD G-1 AC PAVEMENT OVER BASE PER SOILS ENGINEER EXISTING CURB I I YARIES PER !__LLAN CONCRETE CURB PER SDRSD G-1 AC PAVEMENT OVER BASE PER SOILS ENGINEER \ -, ---[XIS"l~Jc / 20 40 \ \ SCALE: 1 "=20' DATE INITIAL OTHER APPROVAL f-'A~F w; AREA ');'.' v,'i'ci, / 1.5% 7" MODIFIED PCC GUffiR PER SDRSD G-12 DETAIL A NOT TO SCALE 3.0' i--_.,,_ 1.5% 7" MODIFIED PCC GUTTER PER SDRSD G-12 DETAIL B NOT TO SCALE iNSPECTEC AN;'J :--<,.:COMMENDED : .JR A1X?CJT/½·1::r CONCRETE CURB & GUTTER FOR CHANNELLING POROUS SURFACE FLOW-BY A.C. PAVEMENT SECTION PER SOIL ENGINEER RECOMMENDATION POROUS PAVEMENT '-..... w; FINE GRAVEL GEOTEXTILE "--BASE PER SOIL ENGINEER (3/16" OR LESS) FABRIC RECOMMENDATION w1/>0 5" /HR MEMBRANE . A¾P 7-10% INFILTRATION RATE C:~ME!ll' TRViTl<\~~T SECTION C 60 DATE INITIAL CITY APPROVAL NOT TO SCALE OF CARLSBAD 11 SH5TS I GRADING, DRAINAGE & PRIVATE IMPROVEMENT PLAN FOR: CARI.SBAD MEDICAL PLAZA APPROVED: LLOYD B. HUBBS JY-e,ltl,,/,, 'i 1 05 CITY ENGINEER DATE DWN BY: fil CHKD BY: ~===--RVVD BY• 1)t;~ PROJECT NO. SDP 03-16 DRAWING NO. 419-7A I .. ' en Vl f· (_) u --) D O.'. (l / ,5 090204 ---- CATCH FILTER -- BASIN INSERT ----1.1 r: - 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 I I I II I I ' I I -- \ \ -- / .· BENCH MARK F//_.,r,,/"_,,./// .,.:::"- F_,.:, O[SCRIPTIO_N_: iCilT~Y~O~F~CtA~R';;Lf/cSBi~A-'D~iB','i[f'NiC'f""H_.~M;A;R..,K ________________________ --= CHISL[D + N [ R[TURN LOCA T/ON: _,JEJ,.L.JC~A~Mlu:,Ny_0,1:,R~[A!c!L~A~N,!!,DccEesL""M-'A:,_,VE"-------- R[CORO[O·-_-_,-',,-c=_,-,_-=---_-_-_-_-_-_-_-_-_-_-_-_-_--;:__-;:_:;;_~_7._7_;1(_5';'-L~~~~-= [LEVA T/ON: 127AO DA TUM:=·=·~---- l!J (619)296-5565 --- STABILIZED '~ONSTRUCTION £,~TRANCE ' I I \ I \ \ \ I G LEGEND DESCRIPTION STABILIZED CONSTRUCTION ENTRANCE SILT FENCE GRAVEL BAGS HYDROSEED SLOPE PROTECTION NOTE: QUANTITY 1 EA. 785 L.F. 535 EA. 4,100 S.F. SYMBOL ---0,-----,01---- = FOR EROSION CONTROL NOTES AND DETAILS SEE SHEET NO. 5 40 60 I Sf4ET 11 CITY OF CARLSBAD 11 SHSTS I SCALE: 1 "= 20' EROSION CONTROL PLAN FOR: CARLSBAD MEDICAL PLAZA K&S ENGINEERING Planning Engineering Surveying ~====~====+=============================F====f===JF====E===3 ~Ac'cPc;;P""R"'oVE~o=, ;=:LL=;co~Y;;=D =;:B;==_ ';';Hii'iuiiiss~s~rr~=======9 ~C~¥s-/-r 7801 Mission Center Court, Suite 100 San Diego, CA 92108 ' ~ .BhA&,f,T +' 31 05 CITY ENGINEER r5 ,Ti'.: -~=~~;=t~;~=t================================+~;;~J~;~~==f;i~=3i;~~3 ~D~W~N~B~Y~: ~~AN¥A;!~~~P~R~O~JE~C~T~NO~.='=imo~R~A~W~IN~Gfj;N~O~. t-DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: g,s.:r SDP 03-16 419-7 A REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\JD BY• DG ~ ENGINEER OF WORK (\J U) 090204 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LARRY LETZ AT 760 522-7490. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TIEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOv1ED OR MODIFIED 'MTHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE AUL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLIETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREv1ENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPR0v1ED GRADING PLAN SHALL BE IN CORPORA TIED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETIER 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 (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOv1ED AFTER EACH RAINFALL. 10. ALL GRAv1EL BAGS SHALL BE BURLAP TYPE 'MTH 3/4 INCH MINIMUM AGGREGATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COv1ERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOv1EMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE 1'<1TH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TIE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION B. c. D. E. ALL PERMANENT AND TIEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO v1ERTICAL) OR STIEEPER WHEN THEY ARE: a. THREE FEET 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 THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAv1E ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIA TIE TREATMENT. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITIERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: o. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATIERING FROM QUICK COUPLERS/HOSE BIBS OR A CONv1ENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHAUL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COv1ERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROv1ED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEv1ELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEv1EL OF THE SOIL AT THE OPTIMUM LEv1EL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. HYDROSEEDING 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. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF ESCHSCOLZIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOLECA g. ITIEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS \'MERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITIEM a OF THIS SUBSECTION MUST BE INOCULATED 'MTH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS l'llTH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTIED 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 RA TIE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTIED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, 'MTH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: o. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARRO'MNG AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT 'MLL NOT BREAK UP USING ITIEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: o. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SA TURA TIED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. BENCH MARK DESCRIPTION: CITY OF CARLSBAD BENCH MARK CH/SLED + N E RETURN LOCA T/ON: EL CAMINO REAL AND ELM AVE FLOW ·-► ',~4" EMBEDDING DETAIL VERTICAL FACE ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE ---a WIRE OR NYLON BOUND BALES PLACED ON TI--JE CONTOUR "-.,---2 RE-BARS,STEEL PICKETS,DR 2"X 2" STAKES 1 1 /2' TO 2' IN GROUND ANCHORING DETAIL ., DRAINAGE AREA LESS THAN 1 ACRE STRAW BALE DIKE NOT TO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TIRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. -----------~ '.,./ -------::.-,--- ~~ 3. ATTACH THE FILTER FABRIC TO THE WI RE FEN CE AND EXTEND IT INTO THE TIRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 1~---- 11 FILTER FABRIC 1/_.,... ~-?J]~-~-~ g~ SILT FENCE NOT TO SCALE CORRUGATED METAL RUMBLE STRIP PANELS MAY BE USED ON CRUSH ED AGGREGATE GREA TI:R THAN 3" LESS THAN 6" OVER FIL TI:R FABRIC PUBUC RIGHT-OF-WAY OR PAv£D ROADWAY APPROACH TO EXIT -------..._ = . ,-~s==::'::':'.~c::o.,;g¢===~1m1.====~ 14' MIN. OR AS REQ'D TO ACCOMODATE TRAFFIC 12" MIN. OR AS SPECIFIED BY SOILS ENGINEER PROFILE 50' MIN. OR FOUR TIMES PLAN 20'R MIN, TYP PUBUC RIGHT-OF-WAY OR PAvl:D ROADWAY PROVIDE APPROPRIATE TRANSITION BET'M:EN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE GRA VIEL BAGS OVIERLAP ONTO CURB - RUNOFF 3 FT (0.9 M) MIN. GAP BETWEEN BAGS ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS WITH ENDS OVIERLAPPED GRAVEL BAGS NOT TO SCALE K&S ENGINEERING Planning Engineering Surve ---------RECORDED:--=~~---------~=--- ELEVA T/ON: _ce12"-'7,_c40'--------DATUM: .,,M,c,S"".Le,., __ _ (619)296-5565 ~~?f;Joy 7801 Mission Center Court, Suite I San Diego, CA 92108 DATE INITIAL DA IT INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA IT INITIAL CITY APPROVAL IN3PEC•·r:u 1"."'C: ;.•·-::c01-ciMIEN:Df.:D 1<;\1'. .. C:.b i,.~"-,\:.t WI CITY OF CARLSBAD II~ EROSION CONTROL NOTES AND DETA!Ul FOR: CARLSBAD MEDICAL PLAZA APPROVIED: LLOYD B. HUBBS /JY ~-~-L_ ___ 6/14:Lo'I DWN BY: NA CHKD BY: P-J,;Y RV\vD BY, t>Ell 1 05 CITY ENGINEER DATE PROJECT NO. SDP 03-16 DRAWING NO. 419-7A u) u I 17 11,-: l_'._I (') ,. 0 I (0 0 / I v· f-- '-' uJ -, LI LL u_ 090204