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Home My WebLink AboutDWG 433-5A; CUP 02-01; OLIVENHAIN MUNICIPAL WATER DISTRICT PHASE 1 BLDG J; 01-09"DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECU\RE 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 MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: ___ _-eccHec2ccM_,_H""ILc,L~---'R-'-'8'--'F-----'c""o"-N""s"'v~L_,_-r~•N=<a CONSTRUCTION CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF PHASE ONE -OllVENHAIN HEADQUARTERS BUILDING ''J'' PROJECT CITY OF OCEANSIDE PACIFIC OCEAN 78 AVE CITY OF ENCINITAS VICINITY MAP NOT TO SCALE CITY OF VISTA CITY OF SAN MARCOS PROJECT SITE WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PR.EPARA TION OF AS-BUILT GRADING PU\NS, AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PU\NS AND THE CITY STANDARDS, SPECIFICATIO~ S, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. N 0 200 400 600 ~--■ ---1"=200' 7 '·;"·' :-.,:·· "? ._,. ADDRESS: -~4~02t'!':!ll:!61fR~9'!"A~0"!1'•\l!_\\~Y~S~UiflTt!=Et1~4~501t__.:S~o:>_!s~o~A'l.)VcJE~N:fi!f!O!t'A'---.!lf~N~C..lc/ N~Ac§S.,_, _;Si_!;V>.!,lr!!E~')..~6~0~ THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. CITY, STATE: -SAN DIEGO, CA CAR l S BAD, <:A TELEPHONE: j619) 68? 8118 (760)'~76-~l'l3 BY: RANDALL J. I b'<RfMAH DATE: _=i3z2<!6><9dt8>=_ (NAME OF ENGINEER) R.C.E NO.: 41461 C.60'.l.&3 REGISTRATION EXPIRATION DATE: ____.'.'!,12~3!'!1::'eG~Q~b-30-10 SOILS ENGINEER'S CERTIFICATE I, KEVIN GRENNAN , A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF 12/12 , 2001 AND 12/4 2003. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: KEVIN GRENNAN G.E. NO.: -""'-'-c_ _________ _ DATE:_.,=""'------------ LICENSE EXPIRATION DATE: ---'12,_,,.,_31'-"'-0""9'-------- 0WNER'S 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 THI ITE. 2.2. .o Suite 1450 San Diego, CA 92101 (619) 687-0110 TE ,RBF. I .. ~ CONSULTING PLANNINCI ■ Dl!tBIEJH I C.ONSTRUOTION 5050 AVENIOA ENCINAS, SUl1"E 280 CARLSBAD, CALIFORNIA 92008 760,476 9191 • FM 760.478,919& • ..-.RBF.com OLIVENH IN MUNICI AL WATER DISTRICT POTABLE WATER SYSTEM APPROVAL APPROVED BY: RCE DATE JOB NUMBER PLANNING DEPARTMENT APPROVAL DATE RECOMMENDED BY: (PRINT NAME) LEUCADIA WASTE WATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER /~{0~ STEVE DEERING, PE :Ji._i/47 3252-661 RCE 26514 DATE JOB NUMBER THIS PROJECT SHALL ALSO COMPLY WITH THE 2001 EDITION OF THE CALIFORNIA BUILDING/PLUMBIN 3/MECHANICAL CODES, AND THE 2004 EDITION OF THE CALIFORNIA ELECTRICAL CODE, WHICH ADOPTS THE 1997 UBC, 2000 UMC, 2000 UPC, AND THE 2002 NEC. 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS. 3. THIS SET OF PIAN$. 4. CITY OF CARLSBAD PC RESOLUTION NO(S). 5537, 5538, 5539, 5540 DATED AUGUST 27, 2003. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY KLEINFELDER DATED DECEMBER 12, 2001 AND DECEMBER 4, 2003. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED N/A. 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED AUGUST 27, 2003. 10. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY CH2M HILL DATED JULY 2005 VOID NO. 937C . 11. STORM WATER MANAGEMENT PLAN (SWMP) PREPARED BY CH2M HILL DATED JUNE 2005. 12. THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQUA), STORM WATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA DEPT. OF TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. 13. WATER FACILITIES TO BF CONSTRUCTED PER OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS OR DRAWINGS, WHICHEVER IS PROVIDED ON THESE PLANS. LOCATION MAP REQUIRED TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION OWNER PRIVATE EARTHWORK TOTALS: CUT: 6,959 cu yds FILL: 6,864 cu yds SURPLUS: 94 cu yds IP MAINTENANCE AGREEM T OWNERS OMWD SHEET NO. -3 MAINTENANCE FREQUENCY 2 TIMES A YEAR SUBMITTAL DOCUMENTS FOR DEFERRED ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS "AS BUil T" 2w1 ·-TA/,$' NO. OF FH(S) + F. FLOW !i5o¢ G.P.M. OUT OF 1.. F.H.(S) RCE G,0211~ EXP. 1ch,ofi2. DATE PR~NKLED Y s~ F. FLOW ,A G.P.M. -V --~Je'f L 1&,,,.:l R NfE BY: (PRINT NAME) RE7wk4== INSPECTOR DATE 'I 1 10 i T l'l 1/0'1 TT DA TE INITIAL ENGINEER OF WORK I R.El'LICf CDS UNIT 11/'!)JORETENTION AREAS, R1:v1sE G!lADINt; .,,NO cwANGf ENG.R OF woA REVISION DESCRIPTION DATE INITIAL OlliER APPROVAL DA TE INITIAL CITY APPROVAL I --'=,--..., OLl'C_~~IAIN Municipal Water District 1966 0livenhain Road Encinitas,CA 92024 (760)753-6466 I SH1EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 9 GRADING PLAN FOR OLIVENHAIN MUNICIPAL WATER DISTRICT PHASE ONE -BUILDING "J" APPROVED: DGN BY: SMoCOY DRWN BY: CHOGGARD <:..W/ RVWD BY: R HARfMAN PROJECT NO. DRAWING NO. 433-5A CUP02-01 SHEET NO. G-1 FILENAME: 2126_g01.dwg PLOT DATE: 10-Jan-2009 PLOT TIME: 14:59: 14 052909 SURVEY CONTROL I p~~T I NORTHING I EASTING I ELEVATION I 51 1969606.01 6255899.87 134.60 70 1970147.49 6256535.96 121.63 71 1969620.27 6255150.68 134.54 BENCHMARK STATION NAME: RENC 213 ECC RECORDED: COUNlY OF SAN DIEGO HORIZONTAL CONTROL ELEVATION: 275.97 DATUM: NGVD 29 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PHOTOGRAMETRIC METHODS FROM INFORMATION GATHERED ON JULY 6, 2000, BY SAN-LO AERIAL SURVEYS. TOPOGRAPHY SHOWN HEREIN CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 255-040-56 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS CCS 83, ZONE 6, GRID BEARING N 79°05'25" W. 0 100 ■-■-■ I ■■■■■ \ .....__ ' :_>..-rBroadway, Suite 1450 San Diego, CA 92101 (619) 687-0110 N 1'=100' 200 300 100-YR INUNDATION AT ELEVATION 119.2' PER RICK ENGINEERING COMPANIES LOS COCHES VILLAGE MS 02-08, "CLOMR REPORT: 1---~ OLIVENHAIN MUNICIPAL WATER DISTRICT -BUILDING "J" JUNE 2007, AND FEMA FILE CLOMR DATED MAY 4,2004 -- PROPOSED BUILDING "J' t, ■llil CONSULTIN!3 ------' N 87'3<r39" E 292 04' PHASE I PROJECT BOUNDARY K...E,'(..e_y\~~~-~=-.. -"..---...1 NIN!ll II Dli&lt1~··-ca-N11TR:UOTlCN 'f,._0fESS~~ ... '-'--'--... 5050 JWENIDA ENCINAS, SUITE 280 CARLSBAD, CALIFORNIA 92006 760.476.9193 • FAX 760.476.9198" ■ v.v.w.RBF.com \\'I M. I 1< '.» ~,•~·~ ~ ~;.-{;."> C60283 ,,. ~6/30/,o CNIL OF C~ ·------•·"'"'"" --- ROADWAY EXPANSION \ \ .... \ \ \ \ \ \ \ \ "AS BU IL T" -r'CefMII /1 q /1 o Ii o RCE (.,Q2.'33 EXP. 1.,/?,0/12.. DATE REV?~~-=----q/11-/10 INSPECTOR DATE INDEX TO DRAWINGS I SHEET I s~~ET I 1 G-1 2 G-2 3 G-3 4 G-4 5 D-1 6 C-1 7 C-2 8 C-3 9 C-4 TITLE GENERAL: TITLE SHEET AND LOCATION MAP KEY PLAN, SURVEY CONTROL, INDEX AND LEGEND ABBREVIATIONS GRADING NOTES DEMOLITION: DEMOLITION PLAN CIVIL: GRADING AND DRAINAGE PLAN SITE IMPROVEMENT PLAN EROSION CONTROL PLAN CIVIL DETAILS DATE INITIAL OTHER APPROVAL LEGEND CONTROL POINT POINT OF CONNECTION NOTE REFERENCE SLOPE WITH FLOW DIRECTION [g] INLET BARRIER -----EP -----NEW EDGE OF PAVEMENT -----IRR -----NEW IRRIGATION LINE -----SD -----NEW STORM DRAIN LINE -----ss -----NEW SANITARY SEWER LINE -----w NEW WATER LINE PROJECT LIMITS x-FENCE -----SF------SEDIMENT FENCE GRADING LIMIT FIBER ROLL ROUGH OR EXISTING GRADES AC-ROLLED PAVING ASPHALT PAVING 100-YR INUNDATION HYDRAULIC GRADE LINE CONCRETE OR CONCRETE SURFACE GRANULAR BACKFILL 1111 1111 1111 EARTH DATE INITIAL CITY APPROVAL 1111 $fa BONDED FIBER MATRIX ~ ELEVATIONS 0 0 0 BOLLARDS --CURB STOPS (ONE PER SPACE) ~ SLOPE RATIO y SLOPE SYMBOL ~ CONC. "V" BROW DITCH 0 ,, __ LIV'---~~AIN Municipal Water District 1966 0livenhain Road Encinitas,CA 92024 (760)753-6466 ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 9 GRADING PLAN FOR: OLIVENHAIN MUNICIPAL WATER DISTRICT PHASE ONE -BUILDING "J" APPROVED: DGN BY: $McCOY DRWN BY: C 1-+0GGARD RVWO BY: RHARTMA~ PROJECT NO. CUP02-01 DRAWING NO. 433-SA SHEET NO. G-2 FILENAME: 2126_C05_g02.dwg PLOT DATE: 10-Jan-2009 PLOTTIME: 15:01:03 ~1~S\~ -~-..t e " r [~ ' C a N a 052909 I A ABBR AC ACP ADJ ALUM APPROX APVD ASSY AUTO B BC BCR BDRY BE BF BK BLDG BM BO BOT BV C C&G CB CDS CF CFM CFS Cl CL CLR CMP CMU CNCTRC CONG CONN CONST CONT COORD CP cs CTR cu CV cw CYL D DI DIP DIA DN DT DWG E EA EC ECG EF EG EGL EL ELEC EP, EOP EQ ESMT EW EXC EXST FBC FG FIN FL FLEX FLG FOC FPM FPS FS ABBREVIATIONS AMP ABBREVIATIONS ACTIVATED CARBON, ASPHALT CONCRETE ASPHALT CONCRETE PAVEMENT ADJUSTABLE ALUMINUM APPRQXIMATE APPROVED ASSEMBLY AUTOMATIC BORE BEGIN CURVE, BOLT CIRCLE BEGIN CURB RETURN BOUNDARY BEVEL END BLIND FLANGE BACK BUILDING BEAM, BENCH MARK BLOW-OFF ASSEMBLY BOTTOM BUTTERFLY VALVE CONDUIT CURB AND GUTTER CATCH BASIN CONTINUOUS DEFLECTIVE SEPARATION (STORM WATER TREATMENT UNIT) CURB FACE CUBIC FEET PER MINUTE CUBIC FEET PER SECOND CAST IRON CENTERLINE CLEAR CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CONCENTRIC CONCRETE CONNECTION CONSTRUCTION CONTINUED, CONTINUOUS COORDINATE CONTROL POINT CAST STEEL, CARBON STEEL CENTER CUBIC CHECK VALVE COLDWATER CYLINDER VARIABLE FOR DEPTH (FT) DUCTILE IRON DUCTILE IRON PIPE DIAMETER DOWN DETAIL DRAWING EAST EACH END CURVE ECCENTRIC EACH FACE, EXHAUST FAN EXISTING GRADE ENERGY GRADE LINE ELEVATION ELECTRIC EDGE OF PAVEMENT EQUATION, EQUAL EASEMENT EACH WAY EXCAVATION EXISTING FURNISHED BY CITY FINISHED GRADE FINISHED FLOWLINE, FLOOR FLEXIBLE FLANGE FACE OF CONCRETE FEET PER MINUTE FEET PER SECOND FIRE SERVICE -- FSW FT FUT FW G GA GAL GP GND GPO GPH GPM GR GSP GTV H/P HB HGL HORIZ HP HOWL HW ID IE IF IN IP IRR JT UP L LAT LB LF LP LT LWD MAN MAX MECH MFR MGD MH MIN MISC MJ MON MOV N NG NO NOM NOS NPT NTS oc OD OF OHE OMWD OPNG p PAVMT PC PE PG PH Pl PJF PL PP PRCST PREFAB PRESS PRV PT 'N 41481 § p, 12-31- .fl2..-W:S.est Broadway, Suite 1450 San Diego, CA 92101 (619) 687-0110 FIRE SERVICE WATER FEET FUTURE FIELD WELD GAS GAGE.GAUGE GALLON GUY POLE GROUND GALLONS PER DAY GALLONS PER HOUR GALLONS PER MINUTE GRADE, GROUND GALVANIZED STEEL PIPE GATE VALVE HIGH POINT HOSE BIB HYDRAULIC GRADE LINE HORIZONTAL HORSEPOWER, HIGH PRESSURE HEADWALL HOT WATER INSIDE DIAMETER INVERT ELEVATION INSIDE FACE INCH IRON PIPE IRRIGATION JOINT LOW POINT LITER, LENGTH LATERAL POUND LINEAR FOOT LOW PRESSURE LEFT LEUCADIA WASTE WATER DISTRICT MANUAL MAXIMUM MECHANICAL MANUFACTURER MILLION GALLONS PER DAY MANHOLE MINIMUM, MINUTE MISCELLANEOUS MECHANICAL JOINT MONUMENT MOTOR OPERATED VALVE NORTH NATURAL GRADE NUMBER NOMINAL NUMBERS NATIONAL PIPE THREAD NOTTO SCALE ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OVERHEAD ELECTRIC OLIVENHAIN MUNICIPAL WATER DISTRICT OPENING POLE, PAGE, PIPE PAVEMENT POINT OF CURVATURE POLYETHYLENE PRESSURE GAUGE PHASE POINT OF INTERSECTION PREMOLDED JOINT FILLER PLATE, PROPERTY LINE, PLACE POWER POLE, POLYPROPYLENE PRECAST PREFABRICATED PRESSURE PRESSURE REDUCING VALVE POINT CONSULTIN!l PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE PVMT PAVEMENT PWR POWER PW POTABLE WATER Q QTY RN/ R RC RCP RD RED REF REQD RESIL REV RND RPM RR RS RT RTN SNI s SCHD SDG&E SD SDRSD SECT SHT SIM SPECS SQ ss STPR STA STD STL SIM SQ T TAN VARIABLE FOR FLOW RATE (cfs) QUANTITY RIGHT OF WAY RISER, RADIUS REINFORCED CONCRETE REINFORCED CONCRETE PIPE ROOF DRAIN, ROAD REDUCER REFERENCE REQUIRED RESILIENT REVISION ROUND REVOLUTIONS PER MINUTE RAILROAD RIGID STEEL RIGHT RETURN S1DEWALK :';LOPE, SOUTH SCHEDULE SAN DIEGO GAS & ELECTRIC STORM DRAIN SAN DIEGO REGIONAL STANDARD DRAWINGS SECTION SHEET SIMILAR SPECIFICATIONS SQUARE STAINLESS STEEL, SANITARY SEWER STATIC PRESSURE STATION STANDARD STEEL SIMILAR SQUARE TOP TANGENT THRUST BLOCK TEMPORARY BENCH MARK TOP OF CURB, TOP OF CONCRETE TEMPORARY CONSTRUCTION EASEMENT TELEPHONE FINISH GRADf ELfVAT/01'/ PER AN 6" PONOIWG l>EPTH stcnoN 1\/ATfRIALS AND DEPTHS PER BIORETf:NT/0/J AREA DETAIL &LOW WJOTM PER PLAN TOP OF GRATE. E'LEVATION PER PL/IN RATE INLET (SIZE PER PLAN) FINISH GRADt ELEVATION PER PL 6" PfR(ORATED PIPE GRATE INLET DETAIL 6" PONDING DEPTH 2" MU.Cl/ I• N.T.S. VARl,S BIO-RETfNTIOII AREA TB TBM TC TCE TEL TEMP THK THRD T.O.P. TS TEMPERATURE.TEMPORARY THICK, THICKNESS THREADED Pt. Al.IT/NG SOIL DEPTH VARIES (t.61-f.T), OEP£NO£NT ON 6" PERFOIMTED PIP! INVERT TW TYP UGD UGE V VB vc VCP VERT VTR WI W/0 w WBO ws WSP WSTP WT WWF WWM WWP XSEC YR TOP OF PIPE TOP SLAB, TOP SLOPE TOP OF WALL TYPICAL UNDERGROUND UNDERGROUND ELECTRICAL VALVE, VERTICAL, VENT, VOLT, VARIABLE FOR VELOCITY (fps) VALVE BOX VERTICAL CURVE VITRIFIED CLAY PIPE VERTICAL VENT THROUGH ROOF WITH WITHOUT WEST, WATER, WATTS WORK BY OTHERS (PROJECT NO. 3860-913) WATER SURFACE WELDED STEEL PIPE WATER STOP WEIGHT WELDED WIRE FABRIC WELDED WIRE MESH WATER WORKING PRESSURE CROSS SECTION YEAR PLANNING ■ DIIEBIBN ■ CONBTRUCTJON 5050 AVENlDA 'ENC!NAS, SUITE 200 CARLSBAD, Ci'l.lFORNIA 92008 reo,q7'J.,9~93 • FAX 760.476,9198 • www.RBF.com 6" PERFORATED PIPr IN 8" GRAVEi. JACJ<ET BIORETENTION AREA TYPICAL. SECTION N.T.S. Ffl.1£11. F~S/UC FILENAME: 2126_g03.dwg 0 ,--.--.-_ LIV"--~~IAIN Municipal Water District 1966 0livenhain Road Encinitas.CA 92024 (760)753-6466 fSHm7 CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 9 GRADING PLAN FOR: OL/VENHAIN MUNICIPAL WATER DISTRICT PHASE ONE -BUILDING "J" DEPUTY CITY ENGINEER: DAVIC A. HAUSER, PE# 33081 Exp. 6-30:;l)8cc) DATE PLOT DATE: 10-Jan-2009 PROJECT NO. CUP02-01 DRAWING NO. 433-5A SHEET NO. G-3 PLOT TIME: 15:12:10 -... r r r I-" ~ 052909 ' GRADING NOTES (IN ADDITION TO THE CARLSBAD MUNICIPAL CODE.) 1. SUPERSEDE ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM 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 OCCURRENCE 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. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL GRADING PLAN DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK SPECIFICATIONS" ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE 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 SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLEL y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION TIHEREIN. 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 CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00;,S.:O.:... ,,,,......--..,----.,_,,,......-... ---~,,_-......_I\ Suite 1450 San Diego, CA 92101 (619) 687-0110 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 433-5L, 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 THAN 15 FEET AND BACKFILLEO WITH 314" 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 WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL TIME WARNER CABLE COX COMMUNICATIONS CITY OF CARLSBAD (STREETS & STORM DRAIN) •cITY OF CARLSBAD(SEWER, WATER, AND RECLAIMED WATER} •SAN DIEGUITO WATER DISTRICT •LEUCADIA WASTEWATER DISTRICT •VALLECITOS WATER DISTRICT ·0L1VENHAIN WATER DISTRICT ·BUENA SANITATION DISTRICT •As APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: ( 800 )4 22-4133 (800)660-7343 (800)892-0123 (760)438-7741 (760)806-9809 (760)434-2980 (760)438-2722 (760)633-2650 (760)753-0155 (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 AND CONTROL THE WORK IN PROGRESS [15.16.120 A.8] CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE c;TY ENGINEER VIA THE PROJECT INSPECTOR [15.16.120 A.10] 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 (OBTAIN 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 TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-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 EVALUATION FOR OLIVENHAIN MUNICIPAL WATER DISTRICT HEADQUARTERS AND ROAD PROJECT ENCINITAS. CALIFORNIA, PREPARED BY KLEINFELDER, DATED DEC. 12, 2001, AND ADDENDUM 1, DATED DEC. 4, 2003 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. SPECIAL NOTES 1. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. "DECLARATION OF RESPONSIBLE 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 MY RESPONSIBILITIES FOR PROJECT DESIGN. ___ .16!!:I ~lz!f!!Mt±l:!j!l ll!;!~LJ:Al_g8[!:P:....£C£0N!!S~U!!:~:!TJ.!1Nt!C.L FIRM: - -~4:!!02t''!'.!.".'f:!O~R~0~!,§1D"!°'l,l_!_\•~,'l'::!6~Uti:ITf:!E§::1~4~6~9 ~5,_!!0~SO~Pi~W'.!t!"_N_l_!I 0~A~E~N£C~IN~A~S~,.3.Sl!_U!:7•"T~E~2.!>_6_':lO'_ __ _ ADDRESS: - CITY, STATE: SAN 81[68, GA CARLS BA£>~ CA TELEPHONE: t619) 6B1 9119 (760)'l76-q1q3 BY: RiA.PJBALL d. 111°,n=n,r.11~· DATE: _ _.:1~~:!~Q':':':"Qll"::__ (NAME OF ENGINEER) __ ....:,1<?1~18!::l1~__!C~~~0~1~8~3~---R.C.E NO.: REGISTRATION EXPIRATION DATE: 12 31 91 SOILS ENGINEER'S CERTIFICATE I, KEVIN GRENNAN , A REGISTERED (CIVILIGEOTECHNICAL) ENGINEER OF THE STATE OF CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF 12112 2001 AND 12104 2003. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: ____________ _ G.E./P.E. NO.: _,e25'-'1-'-1 _________ _ DATE: 3-26-06 LICENSE EXPIRATION DATE: --'1,,_2-"-31'--0"'9'----- OWNER'S 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. (PRINT NAME BELOW LINE) DATE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY ____ METHODS FROM INFORMATION GATHERED ON ______ 20. ___ BY ___ ~------- TOPOOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) ____ ~~----- THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N, _______ E. ______ _ EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT __________ AT ________ (PHONE NUMBER) 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 TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THI; 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 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 APPROVEO GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERMIMETER 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%) SLT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35,023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. "TEMPORATY EROSION CONTROL PLANTING AND IRRl<.;ATION" ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALL 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 VERTICAL) OR STEEPER WHE A. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STR B. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS S : ■ ii II DAYS OF ROUGH GRADING. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: A. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLER'S/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. B. GREATER THAN EIGHT FEET IN HEIGHT SHALL BE WATERING BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYOROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: A. 20 LBS PER ACRE OF ROSE CLOVER. B. 20 LBS PER ACRE OF ZORRO FESCUE. C. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA. D. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA. E. 3 LBS PER ACRE OF AL YSSUM (CARPET OF SNOW). F. 112 LB PER ACRE OF DIMORPHOLECA. G. ITEMS C,D,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING ON BROADCASTING BEFORE HYDROSEEDING. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN UNOPENED GONTAINERS 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 2000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED. 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 WITH 15% SULPHUR APPLIED AT THE RATE OF 500 LBS PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 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 A ORB ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. 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. WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS, REMEDIAL GRADING, DRAINAGE FACILITiES; EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO(S) 5537, 5538, 5539, 5540 DATED AUGUST 27, 2003 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 6. SOILS REPORT AND RECOMMENDATIONS BY KLEINFELDER DATED DECEMBER 12, 2001 AND DECEMBER 4, 2003 7. THE SAN DIEGO 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. ENVIRONMENTAL APPROVAL DOCUMENTS DATED AUGUST 27, 2003 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY CH2M HILL DA TEO JULY 2005 VOID NO. 937C. . STORM WATER MANAGEMENT PLAN PREPARED BY CH2M HILL DATED JUNE 2005 THE CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. DEBIQIN ■ CONSTRUCTION 5050 AVENIOA ENC.NM, SUITE 280 CARLSBAD, CALIFORNIA 92008 760.478.9193 • FAX 760.416.9198 • ..... ,,aF com :--===''--...... OLil~~lAIN Municipal Water District 1966 0livenhain Road Encinitas.CA 92024 (760)753-6466 SHEET 4 A. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LAND Ct;.:~w~ £.ilrl N 13 B. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE . L!C---------------------CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 9 C. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT W RA JS IMMEADIATE TREATMENT. "AS BUILT" RCE (oo1.'i?) EXP. <,/3o/11 .. DATE Rf:Ylff/-,t-- lNSPECTOR T1' DA TE INITIAL ENGINEER OF WORK GE ENGINffR OF WORK REVISION DESCRIPTION INITIAL OlHER APPROVAL CITY APPROVAL GRADING PLAN FOR: OLIVEN HAIN MUN/Cl PAL WATER DISTRICT PHASE ONE-BUILDING "J" APPROVED: DEPUTY C!lY ENGINEER: DAVID A. HAUSER, PE# 33081 DGN BY: s McCOY DRWN BY: C HOGGARD RV'vVO BY: RHARTMAN PROJECT NO. CUP02-01 Exp. l:l-30•10 DATE DRAWING NO. 433-5A SHEET NO. G-4 FILENAME: 2126_C05_g04.dwg PLOT DATE: 10-Jan-2009 PLOT TIME: 15:35:11 052909 . I DEMOLITION NOTES: 001. DEMOLISH PORTIONS OF EXISTING FENCE LINE TO ACCOMMODATE NEW FENCING AND GATES SHOWN ON C-2. 002. REMOVE AND RELOCATE EXISTING STORAGE BIN CONCRETE BLOCKS AS SHOWN ON C-2. DEMOLISH CONCRETE SLAB AND REGRADE TO MATCH EXISTING. 003. REMOVE FENCING AND GATES WITHIN PERIMETER FENCELINE AS SHOWN. REMOVE MATERIALS CONTAINED WITHIN SPACE AND PREPARE FOR NEW WORK. 004. REMOVE EXISTING SHED AND ASSOCIATED STORAGE UNITS AND MISCELLANEOUS DEBRIS NOT SALVAGED BY OWNER. 005. REMOVE EXISTING CONCRETE CURB STOPS AND ASSOCIATED BOLLARDS IN AREA. 006. REMOVE EXISTING LIGHT POLES AND BOLLARDS. TERMINATE ELECTRICAL WIRING, AND CONDUIT, AND REMOVE. 007, REMOVE ROCK PILE AND HAUL AWAY. DO NOT BLEND INTO EMBANKMENT SOILS. . •'• : ..• ·,-c.; .: . ''' ,. . · QQB. DEMQ1,,ISHP/\'{EJ\:1l;NTIN QRJVEWAYS TO EX'rENTREQi.JIRE;DlO . CONN§:GTTOPROPQSEOCUL-Dt;-SAC IMPROVEMENT E)y OTHERS. PREPAREAR.EATO MATCH GRA[)E$. PROTECT INPLACEUNTIL WBO IS i.JNDERWAY, • . . . •,. ' . . ... 011. REMOVE FEN CELINE ALONG EASTERN BOUNDARY OF ACCESS ROAD. PROTECT IN PLACE UNTIL WBO IS UNDERWAY. 012. HISTORICAL REMNANT OF SPOIL PILE. CONFIRM SOIL CONDITIONS ARE CONSISTENT WITH REMAINING AREAS OF WORK. OVER EXCAVATE AND REPLACE IF NECESSARY. 013. ACCESS ROAD MAY BE CHANGED IF THE CITY OF ENCINITAS REQUIRES A SEPARATE DRIVE TO THE GARNER PROPERTY. COORDINATE WITH THE ENGINEER. 100. PROTECT EXISTING GATE, ROLLER TRACKS, AND LOCK CHAIN. 101. PROTECT EXISTING HYDRANT, BOLLARDS, AND PALM TREES. 102. PROTECT FROM DAMAGE EXISTING "ADOBE" BUILDING AND ALL AREAS WITHIN 30 FEET OF BUILDING EXTERIOR. 103. MAINTAIN EXISTING SURFACE ELEVATJ◊NS.AND DRAINAGE .. ·· PATTERNS E:AST AND SOU'fH OF PROPOSED CONCRETE VAlLEY GUTTER SHOWN ON C-1. 104. PROJE¢T E;Xi$'fiNG PAVING. PREPAR.EJDGE OF PAVING TO · RECEIVE NEW Si.JRf'ACE IMPROVEMENTS PER C-2 . 105, PROT~CTPE.RIMETER FENCE LINE AND ASSOCIATED .GATES IN • •... · .. PLACE REMOVE AND REPLACE WHERE IMPACTED BY NEW WORK. 107. RELOCATE EXISTING TREES IN BOXES PER DETAILED PLANTING SCHEDULE. PROTECT ALL BOXES FROM DAMAGE, REPLACE LIKE-IN-KIND IF DAMAGED. 108. PROTECT FROM DAMAGE ALL EXISTING PAVEMENTANDJ\DJACENT LANDSCAPING NOT IMPACTED BY NEW WORK. THIS INCLUDES EXISTING SIGNAGE AND ROAD STRIPING •. . ... ,.. "'" . 109 .. REMOVE EXISTING PQWER P◊l..i: AND LIGHT POST FROM PARKING AREA. R(oMOVE OVERHEAD SERVICE AND TERMINATE l;)(ISTING SERVJC,E AT PO!-E ON NORTH SIDE ROAD. CONTACTSDGE PRIOR TO TAKING ANY ACTION. TO COORDINATE REQUIRED WORK ACTIVITIES, 110. PROTECT EXJSTING GATE FROM DAMAGE REPLACE TO LIKE-IN°KJND CONDITIONS IF DAMAGED. 111, f?ROTECT FROM DAMAGE; ALI., PAVING SOUTH OF PROPERTY LINE .. PREPARE EXISTING.ASPHALT PAVING TO RECEIVI= NEWWORK. HOLD ELE:VA TION TO MATCH EXISTING WHi:RE APPROPRIATE. 112, · PROTECT EXISTING LANDSCAPING FROM DAMAGE. PREPARE .. AREASTO RECEIVE NEW WORK AS DESCRIBED ON LANDSCAPING . .PLANS. 113. PROTECT GATE ANO ASSOCIATED FENCING FROM DAMAGE. .· REPLACE IF DAMAGED. 200. PROTECT IN PLACE 8-INCH WATE;R MAIN IN ROAD. . . . 201. PROTECT METE;R BOX ANO ASSOCIATED APPURTENANCES FROM DRAINAGE. 202, PREPAl'<i: PORTIONS OF WATER MAIN TO RECEIVE NEW WORK PER DWGC-6. 203. PREVENT 0AMAGE TO STAND PIPE, METER BOX, AND ASSOCIATED PIPING. 204. WATER $ER.VICE LA. TERAL(S) LOCATIONS SERVING LEAS. E .. HOLDER ARE: UNKNOWN.CONTRACTOR TO VERlfY QUANTITY LOCATION($) AND PROTE:.CT IN PLACE FROM DAMAGE:. :}00, . PROTECT FROM. DAMAGE EXISTING MANHOLE AND APPROXIMATELY100 LF OF 8' SANITARY SEWER LINE EASIWARD TO NEW CONNECTION AND MANHOLE PER OWG C-6. 301. CONTRACTOR TO MAINTAIN CITY ACCE:SS TO FACILITIES DURING CONSTRj.JCTION. 302. SAWCUT.AND REMOVE EXST SIDEWALK AS REQ'D FOR BUS STOP PAD, $Ee; SHEET NO. C..9A. . oog·•· :pii~i~¢~eeRJfN~v::ti!~itri~~~~r{~ Tp~:;~~TIL WBO 106. 1$ UNDERWAY. PROTECT EXISTING TREES FROM DAMAGE. REFER TO SPECIFIC PLANTING PLAN ON LANDSCAPE DRAWING fQR DETAILED TREE UST, OLD OLIVENHAIN ROAD 010. REMOVE GATE AND FENCERETURNS.TOfACILITATEWORKAND ·· IMPR()V!=MENTS B~QIHERS ON ENIRY NO:::z: PROTECT IN PLACE· .. ~~.-ttuNt1i.:wao 1s uNoERWAY, · ·· _, .,. ' I. ·r ... '·' . . \··.·•··'·.·.··. ,' . ' . ,. . . · · SlfE_1P~1f,l? DEMlli;l~~N. NOTE,S:... "'." ·."" ....... -. •. .. .... .. -.... ""' ..... ""' ........... """ ~ __ ....., ... ~I .1. ~Lig~~C~~~E~~;~~~:i~t~~~~ciRi~~~iSR~~~TJF~~;j:_ CONTRACTOR\ 2. PLACI;'. CQN~T"'UCTION FENCING AT OH AROUND PERIMETER OF TREES 5' OUTSIDE OF DRIPLINE. . I -~ ,$ S!?J~},• I I ,:,<.. M-it/ 3, HORIZONTAL CONTROL IS DEFINED BY THE PRQJi:CT COORDINATE SYSTEM. ~· .· ~ '1;: {, ', DRAWING G-2 SHOWS GROUND COORDINATE:S,FOR SURVEY <;:ONTROL .. · ·... 105 , ,_ C60283-<:" ~ . MONUMENTS IN THE PROJECT AREA. ALL COORDINATES, BEARINGS, \ · · ~~ EXP. b/30/10. ~ DISTANCES, AND STATIONS SHOWN ON THE DRAWINGS ARE GROUND. . i • . . ~~. 0 . EXISTING UTILITIES SHOWN ARE BASED ON BEST AVAILABLE INFORMATION. ~. · •·• . J .· ~~--=-THE CONTRACTOR SHALL.VERIFY THE EXACT LOCATION, SIZE, TYPE:, AND 00 jg-,.._ .... _..,...,._...,.. ____ ,_.....,_,..;.. ___ , ____ ,~· EVAT.JON OF AI..L UTILITIES PRIOR TO CONSTR. UCTION. AT lEAST 2 W·. ORKING \ · i:5 1 PUNN1Nm ■ 1><s11JN ,-ccNsT~ui:IT10N YS PRIOR TO EXCAVATION, THE CONTRACTOR SHALL CONTACT . z U ERGROUND SERVICE ALERT (800)422-4133. . .. ffi · ■ <11 ill . sosoAVENIDAENCINAs.su1ra2eo 5. E AVATION LIMITS SHOWN IN THE DETAILS ARE GRAPHICAL t_ ----------....t.1---- u.. co NS ULTI N 13 760.475919$ , FAXC:~J7';"~9~1~:~f= PRESENTATIONS ONLY AND DO NOT REPRESENT ACTUAL EXCAVATION O I IMITS OR SAFE TRENCH CONDITIONS NECESSARY TO COMPLETE THE WORK ~ 11'---..--------------------i'HE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING THE TRENCH . 0-J LIMITS NEEDED FOR THE WORK AND CONFORMANCE WITH THE LOCAL, STATE, AND FEDERAL CODES GOVERNING SHORING, SHEETING, AND BRACING OF EXCAVATIONS AND TRENCHES, AND FOR PROTECTION AND SAFETY OF WORKERS AND OTHER CONSTRUCTION RELATED PERSONNEL. - \ I \ I --------· I I I I / I I ~ ' IL I ---... I ---...---... I -e/, ------· ......--·•-.---........ N 0 40 80 120 I 1"=40' ---•-=-~-0 LIV,rili~IAIN Municipal Water District 1966 0livenhain Road Encinitas.CA 92024 (760)753-6466 fsHml CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 9 GRADING PLAN FOR: Ol/VENHAIN MUNICIPAL WATER DISTRICT PHASE ONE -BUILDING "J" CH . ELEVATIONS OF NEW AND EXISTING UTILITIES ARE CALLED OUT TO INVERT ELEVATION FOR GRAVITY UTILITIES (I.E. STORM DRAIN, SEWER, ETC.) AND TOP OF PIPE FOR EXISTING PIPELINES OR CONDUITS FOR ALL OTHER BURIED UTILITIES. -""l'{,'-"oj'-'/toe,___ 1---t----t----------------1----+--+----+---I APPROVED: st Broadway, Suite 1450 San Diego, CA 92101 (619) 687-0110 7. ALL STATIONING AND DISTANCES SHOWN ON THE DRAWINGS ARE BASED ON HORIZONTAL MEASUREMENTS. ---ENCINITAS CREEK DATE INSPECTOR DATE ENGINEER OF WORK OlHER APPROVAL CITY APPROVAL RVWD BY: RHAR<MAN D-1 FILENAME: 2126_d01.dwg PLOT DATE: 10-Jan-2009 PLOT TIME: 14:35:35 -.... r ~ -~ L'1 -t" [ "' 052909 [ ffi 0 ~ z ~ 0 _J 01 ~ <( ~ ~~ ~ ~ --1 GRADING NOTES: 1. PLANS INDICATE APPROXIMATE LOCATION OF GRADING TRANSITION. CONTRACTOR SHALL COORDINATE WITH OMWD TO DETERMINE EXTENT OF GRADING PROGRESS ALONG TRANSITIONAL AREAS BETWEEN THIS WORK AND THAT OF THE ROAD WIDENING PROJECT. CONTRACTOR SHALL MAKE TRANSITIONAL GRADING TO FIT INTENT OF EROSION CONTROL PLAN AND THAT OF OWNER. -MEDIAN CURB FOR LEFT A II LJ .... D I TURN LANE 10 BE DELETED 2. CONTRACTOR SHALL MINIMIZE IMPACT TO EXISTING GRADING AND SLOPES IN ORDER TO MAKE DAYLIGHT LINE (LIMIT). 3. TERMINATE EDGE OF PAVEMENT TO MATCH EXISTING AND NEW PAVED AREA AND GRADES. 4. CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO STAY WITHIN THE EXISTING RIGHT-OF-WAY, PERMANENT EASEMENTS, TEMPORARY CONSTRUCTION EASEMENTS, AND WORK LIMITS SHOWN. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, VEHICLES AND EQUIPMENT, LIMITS OF EXCAVATION, EXCAVATED MATERIAL, AND BACKFILL MATERIAL STORAGE. WHERE EASEMENTS ARE NOT SHOWN, LIMIT CONSTRUCTION ACTIVITIES TO STAY WITHIN ROAD RIGHTS-OF-WAY UNLESS OTHERWISE SHOWN. 5. EXISTING TREES WITHIN THE GIVEN LIMIT OF WORK SHALL BE PRESERVED, PROTECTED, OR 1¾YED IN ACCQRpANCE WITH THE REQUIREMENTS SHOWN ON THE DRAWINGS AND I1'-!TlrlE SPl::CIFICATIONS.WORKWITHIN 10FEET OF TREES TO BE SAVED/PROTECTED,REQUIRES .. $PECIAL$HORING AND PROTECTION MEASURES. . .· . ·. .. . .. . .... · · · · ·· . . . .. ; • CURB ETAIL, AS REQUIRED BY 6. CONTRACTORStW-L COORDINATE STAGING AREAS REQUIBEQ FOR OMWO VEHIGLES-ANQ . _-. ' T-HE CITY OF CARLSBAD, r...O ·Ei:IUIPMENT DURING CONSTRUCTION,. • . \-.(.)£_.~~-·•· .. PROVIDED BY OTHERS /' ~Qr . . . · REF. PROJl::CT NO. 3860-913 /2 ,.l r,,,.\~ . · . • . "CITY OF CARLSBAD/ENCINITAS 1<::-~~,r ( ~IDENINGOF oc1v:NHAIN RD o\-'\J ---------- REFSHT 11 (PROJECT . NO. 3860)DWG 399-fFOR ~CCESS NO.2 I •• ' ' I i me ~I ~ -\u, ~ I .... .. 0 ,0:: z l< w iu u. u. 0 10 ~.~ -·-00 • • • CCN51ULTINl3 10eo AVffllOA ENCIWI, SUITE 2111 CARLSBAD, Cl,IJFORNIA 112001 760.478.9193 • FAX 760.471.8181 • _..RBF.com • 116.7 FG o'' Gl.M_ ... ,----,:: <·· -,,,, _ _., .. --. .-.-·:--••f·;~, ......... _ ...... ·~·"~"'< •' , D111.[T --L-...:.;...:. . .. ... . . IL Z.24 . , . \L1cAR ORK EARTHWORK TOTALS: CUT: 8,959 cu yds FILL: 8,864 cu yds SURPLUS: 94 cu yds Bl~NTJOH MEA 1 (SEE au I 3 FOIi l)fTAn.) NATIVE FLOW LINE TO ENCINITAS CREEK I L 10:1 . ; . 15.20 FG - ·-" «0.~"':> 'b ,?-.._ ... (;)·"() ~'{- NATIVE FLOW LINE TO ENCINITAS CREEK / _r-1200' RADIUS / L ~ 212.62" tJ. = 10.15· -....,... cjllli"~eot Broe.d-y, Suite 1460 San Dle10, CA 92101 (619) 687-0110 -ENCINITAS CREEK STA 43+32.56, 6.00' LT, BC 3.67' TANG ENT STA 43+28.87, 6.00' LT, PT r--MEDIAN CU.~8 MEDIAN CURB FCR LEFT TURN LANE TO BE DELETED / 'V / / / OLD QLIVENHAIN ROAD 7 I l .J CURB AND --E p --- ;rtPS: ~-4 a.E:ANOUT fl1NI 113.li -t~.c !Of,71 1/Lwl) DATE - DATE EARTHWORK FILL LIMITS INSIDE -" FENCELINE, SEE / D£TAJL 1 ON -/ (' • ~ C-9 . yG :1-s"'-,._oO ~ ~ · " .,._..,_c; -~ INITIAL ENGINEER Of" 'M)RK l / -.. 11111111 Ii■- ( I 1. 6·ss------ INJTIATE CURB AT GATE (TYP) . . EDGE Tb MATCH EXST PAVING . 114.0 FG , ,,-· MATCH j::XST :·· ... ,:-~·---, '.. ·.· ---- I GRADE CONCRETEVALLEY • GUTTER (2260) .PHASE1 ·· PROJECT LIMITS -~ ~ } ·\ EXISTING I BARN \ \ BLDG "F" :AIL ' , 1 & 1 ~ • I . ,,.'-l ;I[ ;OlJT I .... , ' -. , __ , .. , I " A ,, .. . OJSSIMTOR C-7 STOIW DIUIN OVT1AI.L TO !NCJ_NJTM ci-EE:I<. OISCMMGf: , TO IMTl\tt GMDlS. 0 40 • • • • • • • • • • /•; N 120 1"=40' 0 •·--Ll'C,~IAIN Municipal Water District [ L 0 1966 0livenhain Road Encinitas,CA 92024 (760)753-6466 2CD t-;=~-;:::=::::::::::::::=::========::::-:====-1 . fsHEET] CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 9 FILENAME: 2126_c01.dwg PLOT DATE: 10-Jan-2009 PLOT TIME: 18:14:21 • 0927 10 052909 j SITE IMPROVEMENT NOTES: 001. 002, INSTALL FENCE POST AND RELOCATE FENCELINE TO FACILITATE NEW GATE AND SECURITY SYSTEM. FENCE TO FOLLOW BEARING S 14°19'19" W, 57 LF FROM TIE POINT. INSTALL 32' DOUBLE SWING CHAIN LINK SECURITY GATE AND SYSTEM (SEE SPECIFICATION 02821). LOCATE GATE PERPENDICULAR TO CENTERLINE OF ROAD. TIE FENCE SYSTEM INTO EXISTING FENCE LINE APPROXIMATELY 135 FEET NORTH-WEST OF SOUTHERN FENCELINE (2021 )- 003. CONNECT FENCE TO EXISTING OR NEW POST AS REQUIRED AT PROPERTY LINE. 004, '005. EQUIPMENT STORAGE AND ACCESS AREA 60' x 85'. INSTALL CHAIN LINK FENCING AS INDICATED AROUND PERIMETER WITH BOUARDS AT EACH CORNER. LEAVE SOUTH-EASTERN CORNER OPEN ALONG NEW PAVING EDGE. SURFACE OF ACCESS AREA TO BE AC PAVEMENT. EXISTING EDGE OF PAVEMENT. ADJUST EDGE CONDITION TO FIT NEW ~ WHERE REQUIRED. LEAVE NO TRANSITION AREA_ UNADJUSTEO TO NEW WORK. OR MATCHED TO ,EXISTING ELEVATION. · 006. PRO/;,oSEDEOGEOF PARKINGJi.P..!f,A;SEE OETAIL.2221 OWG. C-12, SIM. : t I I I --·-/ .. ....-.. 010. 011. CONSTRUCT CONCRETE VALLEY GUTTER PER DETAIL 2260. PROVIDE SWALE ALONG CENTERLINE AND TRANSITION GUTTER ELEVATIONS TO MATCH EXISTING. MAKE CONNECTION TO EXISTING FENCELINE GATE CORNER POST WITH NEW CHAIN LINK FENCE AND EXTEND SOUTHWARD APPROXIMATELY 80 LINEAR FEET TO NEW CORNER POST INSTALLATION. FOLLOW ALIGNMENT OF EXISTING FENCELINE. 012. EXTEND NEW FENCE APPROXIMATELY 30 LF AT 45 DEGREES SOUTH-SOUTHEAST FROM NEW CORNER POST. 013, 014, PERF. f'VC . ....-. .. ,,,.;,-·. ·.•.··,.~>>,,.~ N ~ ~ • 4 .,- TRANSITION PAVEMENT FROM GATE TO MATCH EXISTING ELEVATIONS ANO VALLEY .,,..-✓-■.~JONiFlaSTlj iNrllfJON WA 1 (SU ...C:£1 3 F°" DETAJL) WIDTH IINM• 12' ro 27' SfE -.TIIM'I, 1ENGT11•172' PE A -REFUSE'.::,.'----71 BIN ENCLOSURE, SEE ~ C-14 N 1969332.457 E 6255459.114 ACCESS NO. 2 TO BE CONSTRUCTED BY OTHERS. REF SHT 11 & 13 (PROJECT NO. 3860) DWG 399--1 GUTTER ,-L,ANNINQI ■ Dlt■IG N ■ CCIN■TIIIUCTICIN .. ·• . C O N S ULT N13 5050 AVENID~ E~NAS, SUITE 290 CARLSBAD, CALIFORNIA 92008 TtlOA78.9193 ■ FAX 760.478.111196 • www.RBF.com 15 -----i 1 o. 41481 Broadway, Suite 1450 San Diego, CA 92101 !ffa-0110 5.00' 15.00' 8" CONCRETE CURB FACE 2% SECTION NTS 15.00' CL ROAD N 1969353. 779 E 6255948.560 RELOCATED MATERIAL STORAGE BINS AC PAVING aeITTI - CONCRETE CURB& GUTTER ffi .. ---"""--= EP .2: ___ '-s_ c-,, -,,-___ -___ -_-..... ''J..;-" ___ :.: . TYPE' A-4 Cl. [ANOUT /UM•lll,82 1 ·i -~-.. .,..'? ...:ir,,,,--3(J"Hl>PE .,..---t , · ," ,,_~ :24" -,!'~~-'---"s;;----.,.--"-----,.-1 .... ~13>~ i // . EXSTPAVING PARKING \ 1 f : }· -'-C .-v \,,; : • ~io: HOPE · 7~r --., ". ·\•.1,,..._ .... -_ /: d' iaa -= c:<>' ¢_ ,t~. \J I __..._N..._.1_..96,9366,532 ;/, } -= r _ ___..... ' • • \ E 6256239.930 \ li\ • ~ -~ ----~c;}~~;~;;1~~~R1P1 ~ .~:' i\ g~~E~N(22so) I ,\~.; I ;y; :~!,. l ','.1.1.. ,, ,.. \1\,1;,\\,. : 21 .06' ' --, ..... '4'~ ,#1\•-H-•\• il-=.:..:c'-'-•. , I -L _ ___i._-,----,------~--•· .,, •. N 1969203,977 E 6255955.128 E 6256246.902 15.00' 2% PAVING TRANSITION TO NEW OR EXST N 1969619,.192 E 6256388.967 / I I NEW 6" PRIVATE SEWER LATERAL TO BE MAINTAINED BY OMWD SEE S ------ I I I 35' ll' iOI' BIOIIET[NTJO,., MEA J. _ - (SEf: 31•Er ~ P'OII Q(TAli..) . ------- ii'YISTINC, r,.:ooef=t.. - / BLDG "f'; ----( ----· ~ RELOCATE EXISTING FENCELINi; OUTSIDE OF STILLING BASIN TYPE 1 RJPRAP ENERGY 'OISSIPATOR SEE ~- C-7 N 1969373.044 E 6256388.967 RELOCATE MATERIAL. STORAGE BINlS TO NORTHWEST END OF BUILDING "J" As SHOWN 15.00' CL ROAD AC PAVING VARIES -:c--_.:-1 --I 0 EXISTING BARN BLDG "F" 40 i-1 • - - - , ___ _ I I I N 1"=40' 80 120 1---~ Municipal Waler District ' .. ~ . ~,,. \}! 8IOIIE1?"1"10ff 1966 Olivenhain Road Encinitas.CA 92024 (760 )753-6466 PER 1'1.AHANO SHUT3 onM :'-:---;::::::::J'-.EX SLOPE' SECTION 4 fsHml CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 9 GRADING PLAN FOR: NTS "AS BUi l T" -i:"'!{-x~ DATE A!> -l!,olL TS DATE INITIAL INSPEC TOR 1/1#10 DATE ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITI AL OTHER APPROVAL CITY APPROVAL OLIVENHAIN MUNICIPAL WATER DISTRICT PHASE ONE -BUILDING "J" APPROVED: /J _, / ~-;;,....,,,,_.__ ~t,,-', DEPUTY CITY ENGINEER: OAVIOA.HAUSER. P'E#33081 Exp.8-30-100...tt DGN BY: •-= DRWN BY: CHOOOMD RVWD BY:•- PROJECT NO. CUP02-01 DR AWING NO, 433-5A SHEET NO. C-2 FILENAME: 2126_C05_c02,dwg PLOT DATE: 10-Jan-2009 PLOT TIME: 16:21:26 .. [ ...2 Cl) ~ ~ z LU _J <( ~ _J I 052909 ..... a co LEGEND l □I INLETBARRIER --o--FIBER ROLL @ BONDED FIBER MATRIX -SF-SEDIMENT FENCE GRADING LIMIT NOTE: 1 SLOPES STEEPER THAN 5:1 OR TALLER THAN 4' . REQUIRE STRAW MATTING AS TEMPORARY EROSION CONTROL PRIOR TO PLACEMENT OF BONDED FIBER MATRIX. 525 LF. SEDIMENT FENt::E (2750) '-' II . 9 CClNSULTINl3 . PLANNltUl '■. Dltal(;IN---• C:ONBTRUDTl(l~ 5050 AVENIOA ENCINAS, SUITE 280 CARLSBAD, CALIFORNIA 92009 760.478,9193 • F/.4X 760,.(78.9198 • www.R8F.com 1 18° = ~,stBroadway, Suite 1450 San Diego, CA 92101 (619) 687-0110 --== '"'""Mr"" SIDE VIEW CD NTS .. " ' : ,, • '• . .. •• •• ENDVIEW CD NTS 360 l.F. FIBER ROLL ~· .·· 580 l.F. FIBER ROLL ,... / / // / / / / / / . / EXISTING / // OFFICE AND ' " / WAREHOUSE / l BLDG "B" / " / ....... ....... / /'-....._ " / I I'/ '-,, '-,, / / '-/"'-'.,✓ / ....... ) / ....... ' ',· ....... / EXISTING '- / ADMINISTRATION / / / I I I / ' ✓--,100YEAR INUNDATION . \ . SEE SHT G-2 .,,,,,,,..--·,. .---\ \ \ \ \ \EXISTING\ \ METAL \ \ BLDG \ \ \ / BLDG"A" / / / / \ \ \ \ / /'-. / ( / '-/ ....... /' " / .............. / ....... / OLD OLIVENHAIN ROAD / ~N.--530 l.F. SEDIMENT FENCE (2750) I I I .. ---. I . ": ---. rix1sT1N9' ... (ADOBft .··· / BLDG'f" , __ l ---.l __, \ \ \,_.. ,,,,,.... .-,.;: ___ , ----\ \ EXISTING \ I BARN \ I BLDG "F' _I I _ _, ,---I_: J N 0 40 80 ,., ---------1"=40' I 120 :-=-==•·~ N OLl'(_~~IAI Municipal Water District 1966 0livenhain Road Encinitas.CA 92024 (760)753-6466 rSHEEl'l CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 9 GRADING PLAN FOR: OL/VENHAIN MUNICIPAL WATER DISTRICT .-----------:----___,,r1-ccc=ic=-=-=i=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-t=-=-=-=t=-=-=-=t=-~~jt~~~ L======P='H.=~=S=E=O=N=E=-B=U=IL~O;=IN=G="J=· ===== "AS BUILT" r ~ 1-1-====t===t==========================t====f===t====E::::::3 APPROVED: /) / ·r/ / !,..4:A' · Y/Jl/,,9 --~ 4,U.M" __ q,,_o_lJ_O_ l,0_,,Ee""u°"TY"c""i1Y"'E""N°'GIN'°'E"'E••• ,s;0Awv1;;,0 Ai.."'HA"'USSFE'."R,PPEi'l#il333iiiosff1,e,.,>o7i. "'3;§io>1-1O0 -,-, 7oi>'ATTEE RCE 1,0213. EXP. u(?,0/12 DATE "l l JO TT • As-e,u,t.:1~ 12/1 09 TT REPLACE COS UNIT W/810RETENTIC,N AREAS. REVISE GRAO NG, CHANGE ENGINE ER Cl' WCRK RE~(4 ~ ~ REVISION DESCRIPTION INSPECTOR DATE INITIAL ENGINEER OF WORK DA TE INI T1AL O1HER APPROVAL 6VP DATE INITIAL CITY APPROVAL DGN BY: FWE.'IDERSON DRWN BY: CHOGGARD RVWD BY: R HARTMAN FILENAME: 2126_C05_c03.dwg PLOT DATE: 10-Jan-2009 PROJECT NO. CUP02-01 DRAWING NO. 433-5A SHEET NO. C-3 PLOT TIME: 16:20:24 052909 120 115 110 105 100 CLSM PIPE Z NE PER SPEC !FICATION 02~2 · ~-----t-----~ SD F OW CHARACT RISTICS FOR 00-YR, 6-HOU STORM Q = 5s.0cfs v = e,25 fps .. --.. --.. UJ z :J UJ (.) z ~ RIP P ENERGY DISS! ATOR SEE N 120 115 110 105 100 95 ---+-------u =-9--ft-----------r-95 90 N O 20 40 ■■_.■2•~•-,i_•ljj~~~~I cw ■■■■ 1 "=20' CL ROAD 13+00 j/ I I 60283 "'~ · "'. 6/30/JO ~ CN\ .... F· 13•0.0 60 ■ ■ II CCNSULTINl3 s Broadway, Suite 1450 San Diego, CA 92101 (619) 687-0110 SEE DWG C-5 FOR WATER AND SEWER DETAILS \ SEE NOTE SHEETN C-2 / l5t00 I l I I I 90 ----I / / / 3f X :5,;' GRATE INLET ----/ SEE SHl!eT 3 FOR Q&TAII. 113.10 T6 112,60 ,~ 107-93 ffOUT C-5'(\ND C-6 AL~TION .\ W LF \ 2'1" HOPE' f s•o.s% ' -r:---- STA 1q+9,.29 TYPf A-6 CIEANOUT 11!,06 RIM 101. II IE STA 15+1/•4/• ENO SI> PIFlf STA_ l·5t25.02 TYPE 1 RIPRAP ENERGY DISSIPATOR SIMTO SDRSD #D-40SEECD EXST /"NCEUNE CURB AND GUTTER ~ STORM DRAIN OUTFALL TO ENCINITAS CREEK R[QUIRED T CONTROL BMP TABLE DESC R JP1/CW QIJANTIT'( -. BI ORfTCNT I ON AREAS • NOTES: 1 UGE NOT SHOWN FORCLARITY. CONTRACTOR TO INSTALL WI 30" MIN COVER . AND BACKFILL PER SPECIFICATION 02320 TREN<;H BACKFILL FOR UGE LOCATION, REFER TO DWG E-3. 2. IRRIGATION LINE NOT SHOWN IN PROFILE FOR CLARITY. CONTRACTOR TO INSTALL PER IRRIGATION PLAN DWG NO.S Ll-1 TO Ll-10. BACK FILL PER ' SPECIFICATION 02320 TRENCH BACK FILL. 3 WATERLINE NOT FULLY SHOWN IN PROFILE FOR CLARITY. CONTRACTOR TO . INSTALL WI 24"-30" MIN COVER UNLESS OTHERWISE SHOWN AND CONSTANT SLOPE TOWARDS BLOWOFFS AND AIR VALVES AS SHOWN ON PLANS. BACK FILL PER SPECIFICATION 02320 TRENCH BACK FILL. 4. STATIONING SHOWN IS STORM DRAIN CENTERLINE. (THIS SHEET ONLY) I I ----- • 9 1D a {['\ : STA 9+52.10 PROTECT-IN-PLACE EXST/ FENCE. CONTRACTOR TO LIMIT ALL GROUND DISTURBANCE WITHIN l)MWD FENCELINE FOUNDATION OF CONCRETE HEADWALL NOT SHOWN, SEE SDRSD#D-30 FOR DETAILS TOP RIPRAP EL 110.00 PREPARED SUBGRADE / 48" " HOPE- 6"WIDE SLOT / ◄ <( ' 6" 6'-0" PLAN 112"=1' 30" HOPE 2 SECTION{[\ 112"=1' CONCRETE HEADWALL PER SDRS~D!d#~DP.-~::-- SIZED F 30" HOPE 0 a J=;c:1\Q )-CJ CLASS Ill RIPRAP ol_)C)d CHANNEL AND RIPRAP BEDDING, PER SPECIFICATION 02374 -, 4'-011 . -TYP /EXST TOPO NEW ·-·./ TOPO #4 BARS 1811 (.'.) FLOW z 0 EL 10700 0 UJ I-!l'.l • • 0 ~ <O !o _J (') ~ (/) :< ,:<:<1/:<:< :<:< PREPARED SUBGRADE _/ SECTION ffi NTS 11'. UJ ~ I ~ 8 w (9 11'. """='=='-==-=-=---,: N 0 LIV"'~!,IAI Municipal Water District 1966 Olivenhain Road Encinitas,CA 92024 (760)753-6466 TYPE 1 RIPRAP ENERGY DISSIPATOR CC\ ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 9 NTS GRADING PLAN FOR: OLIVENHAIN MUNICIPAL WATER DISTRICT 1--------------,l----___-_-___4T_-_-_----fT_-_-_-_-_-_-_-_-_-_-_-_-_-_-___-_-_-_-_-_-_-_-_-_-_-iT_-___-_-_7---_-_1;::::r:_:_:j "--====P=H=~=S=E~O;;:N=E=-=B=U=IL=D=IN=G="J=" ====; "AS BU IL T" ~ ...-µAM 14,Jd&ic ~'lr-/io~-' o_ I---+--+--------------+------+-----+-------i----1 , r f'F-.Y'f!!~ 'I / APPROVED: {J / _J ,/.,/ -,_ f. ,/' • 1-,1-"!/;~llg:tJJ~~q•~•:~•i)-"-~~ 'I•~ -~~~~;~;;;~~;;;,;~~;;;;;t,;~;;~;,;;~;;;;~~;;~ DEPUTY CITY ENGINEER; DAIOA.HAUSER, PE# 33081 Exp. 6-30-10 DATE RCE (oo1.~?, EXP. ___!A~JB,__ DATE " 10 /0 1T .., ..-v ~,.., 12/1/0g TT REPlACE COl UNIT W/6/0AflfNTION A~EAi I 11 bi') 6uP DGN BY: s•oeov PROJECT NO. DRAWING NO. 1--~c+=~R._.,EV'-'--"IS.._.f.__,P~R=o~Ft=tE~C=IIA=N=G~E~E=N~G~JN~t~ER~O_F_·w_o_R_K, DATE iN1T1AL DATE iN1T1AL DRWN BY: csoocARo CUP02-01 s~ti~5~o- oA TE INITIAL f---'----------'-------j--:--:-::"::-::-:--:--J REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: R<AR™M C-4 ENGINEER OF WORK 'I llfijD DATE FILENAME: 2126 C07.dwg PLOT DATE: 10-Jan-2009 PLOT TIME: 16:24:38 n f-c -~ N 052909