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HomeMy WebLinkAboutSDP 15-14; L W Office Building; Planning CommissionCAL GREEN NONRESIDENTIAL MANDATORY MEASURES 1. THIS PROJECT SHALL MEET ALL THE MANDATORY MEASURES IN CHAPTER 5 AND DIVISION 5.3 THRU 5.5 OF THE 2010 CBC. FOR WATER , AIR QUALITY AND WASTE DISPOSAL. 2. SHALL PROVIDE FOR A MINIMUM OF 15%REDUCTION IN ENERGY USAGE. 3. SHALL ALSO PROVIDE FOR ENERGY EFFICIENT LIGHTING PER SECTION 5.1 , 2010 C.B.C.,2010 C.M.C.,2010 C.P.C.,AND THE 2010 CEC. AND 2010 TITLE-24 DRAW NG SYMBOLS ABV. A.F.V. AC(ous.) A.C.T. A/C ALT. AL(UM) A.B. ANOO. APPROX. ARCH. A.S.B. A. C. BM. S.M. BIT. BLK('G) BOT. BD. B.V. SLOG, CAB. CPT. CSMT. C.l. CLG. CEM. CER. CHAM. CIRC. CLR. COL. COMB. COMP. CONC. C.M.U. CONST. CORR. cu. CONT. D.L. DBL. OEM. DEP, DET. DIAG. DIAM. DIM. DIV. DR. D.H. D.S. DWR. DWG. D.F. E.W. ELEC. EL. ELEV. EMER. ENCL. EQ. EQUIP. EST. EXH. EXP. EXT. F.B. F.O.C. F.O.F, F'.O.M. F.O.S. FACT.FIN. FIN. F.F.E. F.F.L. F.E, FPL. FP. FIX. FLEX. FL.. F.D. FTC. FND. FUR('G) FUT. ILLUMINATED EXIT SIGN -$- METAL STUD WALL CONCRETE E·'v-:..·.: . .;_. .. ;.,,, ,.:,,.,-tri..\ ·:d FIBERGLASS INSULATION - INDICATES ROOM FINISH MARK ( ) INDICATES CABINET ELEVATION <> INDICATES WINDOW MARK 0 INDICATES DOOR MARK INDICATES BUILDING SECTION INDICATES DETAIL GRID LINE INDICATOR DIMENSION TO FACE OF STUD DIMENSION TO CENTER LINE INDICATES CENTER LINE INDICATES PROPERTY LINE ABBREV AT ONS ABOVE ABOVE FINISH FLOOR ACOUSTICAL ACOUSTICAL TILE AIR CONDITIONING ALTERNATE ALUMINUM ANCHOR?BOLT ANODIZED APPROXIMATE ~~~~~%CJ(URAL) ASPHALT CONCRETE BEAM BENCH MARK BITUMINOUS BLOCK(ING) BOTTOM BOARD BOTH WAYS BUILDING CABINET CARPET CASEMENT CAST IRON CEILING CEMENT CERAMIC CHAMFER CIRCUMFERENCE CLEAR(ANCE) COLUMN COMBINATION COMPRESS(ED),{ION) CONCRETE CONCRETE MASONRY UNIT CONSTRUCTION CORRUGATED CUBIC CONTINUOUS DEAD LOAD DOUBLE DEMOLISH, DEMOLITION DEPRESSED DETAIL DIAGONAL DIAMETER DIMENSION DIVISION DOOR DOUBLE HUNG DOWN SPOUT DRAWER DRAWING DRINKING FOUNTAIN EACH W~Y ELECTIC AL) ELEVATI N ELEVATOR EMERGENCY ENCLOSE(URE) EQUAL EQUIPMENT ESTIMATE EXHAUST EXPOSED EXTERIOR FACE BRICK FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUDS FACTORY FINISH FINISH(ED) FINISHED FLOOR ELEVATION FINISHED FLOOR LINE FIRE EXTENSION FIREPlACE FIREPROOF FIXTURE FLEXIBLE FLOOR(ING) FLOOR DRAIN FOOTING FOUNDATION FURREO(ING) FUTURE GA. G,l. G,C, GL. G.L. GYP. 80. GPDW. HBO. HOW. HDR. HT. HEX. H.C. H.M. HOR. H.B. H.W.H. INCL. 1.0. INS. INT. JAN. JT. JST. KIT. KO. LBL. LAB. LAM. LAV. L.H. LT. WT. LIN. L.L. M.S. MFR. MAS. M.D. MTL. MAX. MECH. MBR. MTL. ~~~b. NAT. NOM. N.I.C. N.T.S. oas. OFF. 0/C 0.0. OPG. OPP. P.T.(D) ~'Jib. PTN. PVMT. PlAS. PL. PLYWD. PT. PVC PCF PFL PSF PSI P.L. Q.T. RAD. ROWD. REF. REFR. REG. REINF. REQ. RES. REV. R.D. RM. R.G. GAUGE GALVANIZED IRON GENERAL CONTRACT(OR) GlASS, GlAZING GRADE LINE GYPSUM BOARD GYPSUM DRYWALL HARDBOARD HARDWARE HEADER HEIGHT HEXAGONAL HOLLOW CORE HOLLOW METAL HORIZONTAL HOSE BIBB HOT WATER HEATER INCLUOE(D),(ING) INSIDE DIAMETER INSUlATED(D),(ING) INTERIOR JANITOR JOINT JOIST KITCHEN KNOCKOUT ~~a~TORY LAMINATE(D) lAVATORY LEFT HAND LIGHT WEIGHT LINEN LIVE LOAD MACHINE BOLT MANUFACTURE(R) MASONRY MASONRY OPENING MATERIAL(S) MAXIMUM MECHANIC(AL) MEMBER METAL MINIMUM MISCELLANEOUS NATURAL NOMINAL NOT IN CONTRACT NOT TO SCALE OBSCURE OFFICE ON CENTER OUTSIDE DIMENSION OPENING OPPOSITE PAINT(ED) ~~t~ TOWEL DISPENSER PARTITION PAVEMENT PLASTER PlATE PLYWOOD POINT POL 'NINYL CHLORIDE POUNDS PER CUBIC FOOT POUNDS PER LINEAL FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PROPERTY LINE QUARRY TILE RADIUS REDWOOD REFERENCE REFRIGERATOR REGISTER REINFORCE(ING) REQUIRED RESILIENT REVISION(S), REVISED ROOF DRAIN ROOM ROUGH OPENING SCHED. SECT. S/S SHTG, SHT. SIM. S.C. SPEC(S) SQ. SST STD. ST. STG. S.D. STRUC SUSP. SYM. SYS. TEL THK. THR. TPTN TPD T & G T.W. lYP. UNFIN. URIN. VAR. VNR. VERT. ""· V.A.T. V.T. WSCT. W.H. w.c. WP. W.R. wow. W/0 WD. W.l. YO. 0 ·-0 (\ CJ --0 ---ct -·---ct ----- -1!.------- SCHEDULE SECTION SERVICE SINK SHEATHING SHEET SIMilAR SOLID CORE SPECIFICATION(S) SQUARE STAINLESS STEEL STANDARD STEEL STORAGE STORM DRAIN STRUCTURAL SUSPENDED SYMETRY(ICAL) SYSTEM TELEPHONE THICKNESS THRESHOLD TOILET PARTITION TO,'LE.7 PAPER DISPENSER TONGUE & GROOVE TOP OF WALL TYPICAL UNFINISHED URINAL VARNISH VENEER VERTICAL VIN. VINYL VINYL ASBESTOS TILE VINYL TILE WAINSCOT WALL HUNG WATER CLOSET WATERPROOFING WATER·,REPELLENT WIND0W' WITHOUT WOOD· WROUGHT IRON YARD GREEN BUILDING STANDARDS NOTES: I. A MINIMUM OF 50% OF CONSTRUCTION WASTE IS TO BE RECYCLED. CGC 5.408.1 2. THE BUILDER IS TO PROVIDE AN OPERATIONAL MANUAL(CONTAINING INFORMATION FOR MAINTAINING APPLIANCES, ETC.) FOR THE OWNER AT THE TIME OF FINAL INSPECTION.CGC 5.410.2.3. 3. DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TO BE SEALED, AND MECHANICAL EQUIPMENT IS TO BE COVERED. CGC 5.504.3 4. VOC'S MUST COMPLY WITH THE LIMITATIONS LISTED IN SECT.4.504.3 AND TABLES 4.504.1,5504.4.1,5.504.4.2. AND 5.504.3 FOR; ADHESIVES,PAINTS AND COATINGS,CARPET AND COMPOSITION WOOD PRODUCTS.CGC 5.504.4 5. BATH ROOM FANS SHALL BE ENERGY STAR RATED, VENTED DIRECTLY TO THE OUTSIDE AND CONTROLED BY A HUMIDISTAT. CGC 4.506.1 6. IF POVIDED, WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED COVERS OR LOUVERS WHIUCH CLOSE WHEN THE FAN IS OFF. THE COVERS OR LOVVERS SHALL HAVE MINIMUM R4.2 INSULATION VALUE.CGC 5.507.1 7. HEATING AND AC SHALL BE SIZED BY ACCA MANUAL J OR ASHRAE HANDBOOK OR EQUIVALINT. DUCT SIZING SHALL BE SIZED IN ACCORDANCE WITH ONE ACCA METHODS LISTED IN CGC SECT. 4.507.2 PROJECT DATA SITE DATA: OWNER: LOYD WELLS CONSTRUCTION 17083 OLD COACH ROAD POWAY, CA. 92064 SITE ADDRESS: 2055 CORTE DEL NOGAL, CARLSBAD, CA. 92009 LEGAL DESCRIPTION: LOT -8 OF CARLSBAD TRACT NO. 80-34, IN THE CITY OF CARLSBAD ,COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF N0.1 0062. ASSESSORS PARCEL N0.:213-061-08 ZONE: PM BLDG. CONST. TYPE: V-B FULLY SPRINKLERED 507 CBC,IBC (60' YARDS ALL SIDES) THIS IS AND NEW CONDITION. OCCUPANT LOAD: ACTUAL LOAD 75 PEOPLE OCCUPANT LOAD: PER CBC 150 PEOPLE OCCUPANCY RATING: B , (OFFICE) TOTAL SITE AREA: 130,680 S.F./ 3.00 AC. EXISTING BUILDING AREA: TOTAL FLOOR AREA EXISTING; 27,347 S.F. NEW BUILDING AREA: TOTAL AREA OF NEW BLDG. ;15,753.5 S.F. TOTAL AREA OF BOTH BUILDINGS. ;43, 100.5 S.F. BUILDING HEIGHT: TWO STORIES 35' HIGH WALLS PARKING REQUIRED: PARKING REQUIRED NEW BUILDING EMPLOYEE AND VISITOR ;63 SPACES 4/1000 REQUIRED FOR OFFICE USE PARKING PROVIDED: TOTAL PARKING REQUIRED: TOTAL PARKING PROVIDED: GOVERNING AGENCY: GOVERNING CODE: EXISTING PARKING ; 110 SPACES 4/1000 REQUIRED FOR OFFICE USE -173 SPACES ; 175 SPACES CITY OF CARLSBAD 2013 CBC,20 13 ICB BUILDING USE: OFFICES SCOPE OF WORK: NEW METAL AND GLASS OFFICE BUILDING DES GN TEAM ARCHITECT: PROGRESSIVE IMAGES IN ARCHITECTURE AND PLANNING 24665 RANCHO SANTA TERESA RAMONA, CA. 92065 BRUCE W. STEINGRABER 760-789-3269 LANDSCAPE ARCHITECT: STEVEN M. AHLES P.O.BOX 682 CARDIFF BY THE SEA, CA. 92007 760-632-0288 STEVE AHLES STRUCTURAL ENGINEER: DELTA ENGINEERING 8736 PRODUCTION AVE. SAN DIEGO, CA. 92121 858-566-8855 AHMAD ZAREI ELECTRICAL: NUTTER ELECTRIC, INC. 814 MORENA BLVD. SAN OIEGO,CA. 92110 619-278-0076 MECHANICAL: HARINTON MECHANICAL 225 FRANLIN ST. SUITE-A GRAND HAVEN, MI. 49417 858-435-4803 TOM HARINTON CIVIL ENGINEER: CIVIL ENGINEERING DESIGN GROUP 2420 GRAND AVE. STE -B-1 VISTA ,CA. 92081 760-599-8566 MASSOOD GASKARI, P.E. CONTRACTOR: LOYD WELLS CONSTRUCTION 17083 OLD COACH ROAD POWAY, CA. 92064 SOILS ENGINEER: GEl 7420 TRADE STREET SAN DIEGO, CA. 92121 858-549-7222 JAIME A. CERROS GREEN BUILDING STANDARDS NOTES: 8. PRIOR TO FINAL APPROVAL OF THE BUILDING THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONCIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST COMPLETE AND SIGN THE GREEN BUILDING STANDARDS CERTIFICATION FORM AND GIVEN TO THE BUILDING DEPARTMENT OFFICIAL TO BE FILLED WITH THE APPROVED PLANS 9. BICYCLE PARKING FOR PROJECTS SHALL COMPLY WITH CGC 5.106.4. THE SPECIFIC DETAILS MUST BE SUBMITTED AND APPROVED BY THE PLANNING DEPT. 10. FUEL-EFFICIENT VEHICLE PARKING WILL BE PROVIDED IN ACCORDANCE WITH CGC SECTION 5.106.5.2. THE SPACIFIC DETAILS FOR THE PARKING MUST BE SUBMITTED AND APPROVED BY THE PLANNING DEPARTMENT. II. EXTERIOR LIGHT POLLUTION MUST COMPLY WITH CGC SECTION 5.106.8. 12. LANDSCAPE IRRIGATION WATER USE SHALL HAVE WEATHER BASED CONTROLLERS. CGC 5.304.3.1 5.106.5.2. THE SPACIFIC DETAILS FOR THE PARKING MUST BE SUBMITTED AND APPROVED 13. INSTALLATIONS OF HVAC, REFIGERATION AND FIRE SUPPRESSION SYSTEMS WILL NOT CONTAIN CFC'S OR HALONS, PER CGC5.508.1. 14. 100% OF TREES,STUMPS,ROCKS,VEGETATION AND ASSOCIATED SOILS PRIMARILY FROM CONSTRUCTION WILL BE REUSED OR RECYCLED. CGC 5.408.4. GENERAL NOTES 1. THESE DRAWINGS AND COPIES THEREOF ARE LEGAL INSTRUMENTS OF SERVICE FOR THE USE OF THE OWNER AND AUTHORIZED AGENTS, ON THE DESIGNATED PROPERTY ONLY. 2. ALL TRADES SHALL BE RESPONSIBLE FOR KNOWLEDGE OF RELATIVE INFORMATION CONTAINED IN THESE DOCUMENTS AND THE CONDITIONS UNDER WHICH THEY WILL BE EXPECTED TO PERFORM. 3. DIMENSIONS, GRADES, AND DETAILS SHALL BE VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION. TYPICAL DETAILS SHALL APPLY WHERE SPECIFIC DETAILS (OR SECTIONS) ARE NOT GIVEN. 4. DEVIATIONS FROM THESE DOCUMENTS NECESSITATED BY FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 5. ALL CONSTRUCTION SHALL CONFORM WITH THE CURRENT BUILDING CODES AND ALL LAWS AND ORDINANCES OF THE AGENCIES HAVING JURISDICTION. 6. DO NOT SCALE DRAWINGS. BEFORE COMMENCING CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL DIMENSIONS. NOTIFY THE PROJECT ARCHITECT IMMEDIATELY IF THERE IS A CONFLICT WITH INTERPRETING THE PLANS. 7. THE ELECTRICAL, MECHANICAL, STRUCTURAL AND PLUMBING DRAWINGS ARE SUPPLEMENTARY TO THE VARIOUS DRAWINGS. SHOULD THERE BE ANY DISCREPANCY BETWEEN THE VARIOUS DRAWINGS, IT SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT FOR CLARIFICATION. 8. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR SPECIAL MANUFACTURING EQUIPMENT NOT SHOWN IN THESE DRAWINGS. THE CONTRACTOR SHALL VERIFY EQUIPMENT LOCATIONS WITH THE OWNER'S REPRESENTATIVE AND/OR EQUIPMENT PRIOR TO FORMING THE SLAB FOR PROPER SIZE AND LOCATION OF FOUNDATION DEPRESSIONS, DRAINS, AND WARPS. 9. THE CONTRACTOR SHALL CONSULT THE ELECTRICAL, AND PLUMBING DRAWINGS FOR LOCATION OF ALL SLEEVES THROUGH WALL AND FLOOR SLAB. 1 D. MISCELLANEOUS BUILDING SIGNAGE IS NOT PART OF THIS PACKAGE (N.I.C.). 11. UNLESS OTHERWISE NOTED, STATED MANUFACTURE'S ITEMS SHALL BE "OR EQUAL". CONTRACTOR SHALL RECEIVE APPROVAL FOR ALL SUBSTITUTIONS IN WRITING BY THE ARCHITECT PRIOR TO BID AND/OR INSTALLATION. 12. CONTRACTOR WILL OBTAIN A PERMIT FROM THE STATE DIVISION OF INDUSTRIAL SAFETY FOR TRENCHES OR EXCAVATIONS 5' -0" OR DEEPER. 13. THE ARCHITECT SHALL ASSUME NO RESPONSIBILITY FOR THE INCOMPLETENESS OF PLANS FOR BID PURPOSES PRIOR TO ISSUANCE OF BUILDING PERMITS. 14. THE REVIEW OF SHOP DRAWINGS BY THE ARCHITECT SHALL NOT RELIEVE IN ANY MANNER THE GENERAL CONTRACTOR FROM RESPONSIBILITY FOR ELEVATIONS FROM THE DRAWINGS OR SPECIFICATIONS. 15. ALL PRIMARY ENTRANCES INTO THE BUILDING SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED. 16. PROVIDE FIRE EXTENGUISHERS PER CBC SECTION 906. 17. FIRE PROTECTION FACILITIES, INCLUDING ACCESS MUST BE PROVIDED PRIOR TO AND DURING CONSTRUCTION. 18. BUILDING OCCUPANT TO SECURE PERMITS REQUIRED BY THE FIRE DEPARTMENT FROM THE FIRE PREVENTION BUREAU PRIOR TO OCCUPYING THIS BUILDING. 19. BUILDING ADDRESS NUMBERS SHALL BE EASILY SEEN FROM THE STREET. 20. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS MUST BE SUBMITTED TO AND APPROVED BY THE FIRE PREVENTION BUREAU/FIRE MARSHAL, BEFORE THIS EQUIPMENT IS INSTALLED. 21. FIRE HYDRANTS SHALL COMPLY WITH FIRE DEPARTMENT REQUIREMENTS FOR ON-SITE FIRE HYDRANTS. 22. INSTALLATION OF AUTO FIRE SPRINKLER SYSTEMS SHALL COMPLY WITH CBC. STD.901.3 AND 2002 NFPA 13 23. INTERIOR FINISHES SHALL COMPLY WITH CODES AS FOLLOWS: C.F.C. AND C.B.C. CHAPTER 8. CLASS Ill FLAME SPREAD RATING(MINIMUM) FOR B/F1/S1 24. ALL REQUIRED EXIT SIGNS ARE SELF -ILLUMINATING, GREEN AND WHITE IN COLOR. 25. ALL REQUIRED EXITS TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE. NO DEAD BOLTS, NO SLIDING BOLTS. 26. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME- RETARDANT CONDITION. 27. THIS PROJECT SHALL COMPLY WITH TITLE 24 AND 2013 CBC,CMC,CPC,CAC, AND CFC, 2013 CALIF.ENERGY CODE, 28. NO HAZARDOUS MATERIALS WILL BE STORED AND/OR USED WITHIN THE BUILDING WHICH EXCEED THE QUANTITIES LISTED IN CBC TABLES 307.7(1) AND 307.7(2) 29. THIS PROJECT SHALL COMPLY WITH TITLE 24 AND 2013 CALIFORNIA BUILDING CODE, 2013 CMC, 2013 CPC AND 2013 CFC, CEC AND 2013 IBC 30. ALL NEW SIGNAGE SHALL BE UNDER SEPARTE PERMIT. SDP-15-14 CITY OF CARLSBAD Administrative Permit • c,, No. SI'){J /5 ·· fL/ Exibit ·;:;;;;tj·"·='},.<;--;:;;7l;i;:i/1 t SHEET T-1 -TITLE SHEET A-1 -SITE PLAN A-5 -1ST FLOOR PLAN A-6 -2NO FLOOR PLAN A-8-ELEVATIONS A-9 -SECTIONS L-1 -COVER SHEET L-2 NOTES L-3 -PLANT SCHEDULE L-4 -PLANTING PLAN L-5 -NOTES a DETAILS L-6 IRRIGATION NOTES L-7 -IRRIGATION PLAN L-8 -IRRIGATION NOTES a DETAILS L-9 -IRRIGATION DETAILS C-1 -COVER SHEET C-2 -DEMO PLAN C-3 -GRADING PLAN C-4 -UTILITY PLAN C-5 -NOTES B DETAILS C-6 -NOTES B DETAILS (NOT USED) C-7 -STORM WATER NOTES C-8 -ERROSION CONTROL PLAN B DETAILS C-9 -CURB/GUTTER AND PAVEMENT PLAN V C N TY pOLAMAR A1RPOR1· PO LAMAR AIRPORT RD. NDEX MAP SITE~ION 0'<-'v """<:> ""<v'v ~ () ~ ..-1 ~ \ ~ ~ 0 _j <t w "' 0 z ~ "' I} _j w ~ N VACINITY MAP /NTS t?'i\ """' ~,;_t: ,::~,] JUN 2 7 2016 ClTY OF C/',;-<1 .~AV·D PLAhlt,Jii\J<: Ui\li'_;l··:;i'J (.!) zz --cnZ wZ (.!)<( o- <C"' U)~I-UJow ""<>-z II Woo · II 1-r-ff3 II <::C'C) :t: II 1---..a ~ II :Zr-:J: DO <(~ ::EcCS UJUJ >a:: -=> (/)1-~u II <::C-® II CJ') L() < II o..O <( II :cR; fa II U ~ II :Zo-m II<::( '...J \I.'::: I II o::~<t J-, !=~~.'­0::: w (.!) t-o-c::::C II La? ~;x: a_~ <( (!) z -0 _J -::::> CDo <( Wffi Ui:2 -<t LLU LL 0 • 3: • _J Ed ~ I 8 1-w w I (/) w -' 1--1- NO. REVISIONS "'"'' -o:zUJ _,.o "'"' <t "" 0 "'z o-o ·1-<(u U::J .a:: 01-<((JJ mz <JJO -'u "'(/) <(-' u-' w s: 0 >-·o <l~ "'"' ow Zz ..JS: WO 0 ~ "' 0 u "' "' 0 "' BWS JOB NO. 2015-14 SHEET Tl 0 0 0 LEGEND BMP'S TO BE USED: I WM-1 I I WM-41 I WM-81 I WM-91 § MATERIAL DELIVERY AND STORAGE SPIL PREVENTION AND CONTROL CONCRETE WASTE MANGAEMENT SANITARY WASTE MANGAEMENT SILT FENCE I SC-5 I Fl BER ROLL FR FR- STORM WATER QUALITY NOTES: THIS PROJECT SHALL COMPLY WITH ALL REQUIERMENTS OF THE STATE R=25.0'---.~. L=39.27' .:::0,.:90 00'00" PERMIT: CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, SAN DIEGO ;;;;;;;;;;;;;;;;:;::--------1 REGION,ORDER NUMBER 2001.01 NPDES NO. CAS 010875 AND THE COUNTY OF SAN DIEGO LAND DEVELOPMENT CODE. • NOTES 1-B BELOW REPRESENT KEY MIN. REQUIERMENTS FOR CONSTRUCTION BMP'S ....._ I. SUFFICIENT BMP'S MUST BE INSTALLED TO PREVENT SILT,MUD OR OTHER CONSTR. ....__ DEBRIS FROM BEING TRACKED INTO ADJACENT STREETS OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIES THAT MAYBE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BRICH IN THE INSTALLED CONSTRUCTION BMP'S. 2. ALL STOCK PILES OF UNCOMPACTED SOILS AND OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTCTED FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS . SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE POSIBILITY OF RAIN IS 40% OR GREATER. 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED INPLACE ON THE SITE. 4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTAL RELEASE OF POLLUTANTS INTO THE ENVIORMENT. FIRE NOTES: I. AUTOMATIC FIRE SPRINKLER SYSTEM IS REQUIRED. 2. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS;FIRE- EXTINGUISHING SYSTEMS, INCLUDING AUTOMATIC SPINKLERS AND WET AND DRY STANDPIPES; HALON SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE-EXTINGUISHING SYSTEMS; BASEMENT PIPE INLETS; AND OTHER FIRE- PROTECTION SYSTEMS AND APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALATION. 3. AN APPROVED AUDIBLE SPINKLER FLOW ALARM SHALL BE PROVICED ON THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATION. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM TO ALERT THE OCCUPANTS SHALL BE PROVIDED IN THE INTERIOR OF THE BUILDING IN A NORMALLY OCCUPIED LOCATION. 4. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH CFCI007. 5. SMOKE AND FIRE DAMPERS SHALL BE INSTALLED PER SECTION 713.11 AT ALL DUCTED OR UN DUCTED AI OPENINGS AT PENITRATIONS OF: A) CEILINGS AND WALLS OF FIRE-RESISTIVE ENCLOSURES 6. IF AND ELEVATOR IS PROVIDED ELEVATOR SHALL COMPLY WITH CBC SECTIONS 3002-3007 AND TITLE-2 7. FIRE HYDRANTS TO COMPLY WITH THE CITY OF CARLSBAD ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS FOR ON SITE FIRE HYDRANTS(SECTION 901.2.2.2 CFC.) B. NOTE; FIRE SPRINKLER PLANS PREPARED BY THE SRINKLER SUB CONTRACTOR SHALL BE SUBMITTED TO THE GENERAL CONTRACTOR AND THE CITY OF CARLSBAD FIRE DEPARTMENT PRIOR TO INSTALATION. 9. NOTE: THERE SHALL BE NO TREES OR DEEP ROOTING SHRUBS WITHIN 10-FEET OF ANY FIRE HYDRANTS OR DETECTOR CHECK VALVE ASSEMBLY. 0 1- UJ CD <( --' UJ c • 0 -- -r-r-. N r- LU = N Li"J - _XISTI~G FIRE HYD 38 0' Li"J ~ 15' r-...:t en 25' ANDSCAP-E SET--8A1 .35 I BiJilD'G SET B4CK 2 30 QRTE DEL NOGAL EXISTING CURB AND GUTTER 0'08" E 5~/~lW£y :3 0' ~ai .19' - RPDA LOCATION LESS THAN 90 FEET FROM HYDRENT 'Z 0' _ .. STING ;oo Fl YD "'7' 24'-8• l c. -top· -MPL \.=EXIST:G WATER METER ~N ~ lc.n m ~ ~ "'101 "'c.n ~ -TRASH Ci)NTAINER~ II A-ili:-l I 0 00 139 24' N 0 146 ~ 7 EXISTING PARKING LOT N 0 N 0 -1651 u Ill I·-+-. ~ 163 154 175 24'-0" .C/J -" 5 I ~I • \() I -" - • - 0 ;/He ~ " !'; " IRE RISER NEW BUILDING 2 STORIES -0 9 I t5 \ 9 I I 9' I 8 ° t 9 ° 9 I I C \HchHc\120 ~xiSTING C\JI I 9' c c HC 129\ I(\ IN . 0' 0 = -- E:AI;:) 111'1~ O~ILUII'I~ / 2 STORIES RlRE HYD -111 119 10 f!f' -j;--,1_ -;;:r 95 0 6' 87 NEW PARKING LOT -114 1 113 ~ 24' J i<l -- ~ _JJY'6 1_\l'y 6' ' I 0 6 I] 2tJ• -" 2o· 'Ui(D•G SeT BACK I Zl 1/'W I It z~r:;:J >< ·--~-I ;rt---111 29 0 11:cl Y7~ !lJ I ' C\J ~ I I -----._; f-....-.1.. 4 ' I \ ~ I 109 ...:t~ . "?o \() -II SITE NOTES: I. ALL YARDS USED FOR AREA INCREASES SHALL BE PERMANENTLY MAINTAINED. 2. A GRADING PERMIT IS NOT REQUIERED FOR THIS PROJECT. 3. THIS PROJECT SHALL COMPLY WITH 2013 EDITION TITLE-24 AND 2013 C.B.C.,2013 C.M.C.,2013 C.P.C.,AND THE 2013 CEC. 4. AVERAGE LOT SLOPE WITH-IN THE BUILDING ENVELOPE IS LESS THAN 10% 5. ALL PROPERTY LINE, EASEMENTS AND BUILDINGS, BOTH EXISTING AND PROPOSED, ARE SHOWN ON THIS SITE PLAN. 6. ALL DRAINAGE SHALL BE DIRECTED A MINIMUM OF 5' FEET AWAY FROM THE STRUCTURE TYPICAL. ----- 7. ALL DRAINAGE FROM THE ROOF SHALL BE DIRECTED TO STORM WATER AREAS AWAY FROM THE STRUCTURE AND PAVED AREAS TYPICAL.(SEE STORM WATER DOC'S) 8. OUTDOOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES OR SHALL BE CONTROLLED BY A PHOTO CONTROL/MOTION SENSOR COMBINATION. --0 -C\J 108 -'EW TRASH ENCLOSURE _/t 8 I • 70/ I " 24' II~ II 8 -63 6' """-' PAb·~ /57 .. 8' -106 --- 44 -----327./7' N 12 02'21" E 9.42' SITE PLAN APN-215-070-51 SDP-15-14 SDP 15-14 R=i5.0' ,-L= 2.09' D= 3 00'58" NORTH SITE DATA: LOT AREA: TOTAL SITE AREA= 3 AC. = 130,680 S.F. TOTAL SITE AREA COVERAGE FOR BOTH BUILDINGS EXISTING BUILDING FOOT PRINT = 13,191 S.F. NEW BUILDING FOOT PRINT = 8,088 S.F. TOTAL SITE AREA COVERAGE = 21,279 S.F. PERCENTAGE OF LOT COVERAGE = 16.2% NEW BUILDING DATA: ZONE: PM BUILDING HEIGHT: 35' TYPE OF CONSTRUCTION: VB FULLY SRINKLERED OCCUPANCY: 8 BUILDING CODE: 2013 CBC LEGAL DESCRIPTION: LOT ·B OF CARLSBAD TRACT NO. 80-34, IN THE CITY OF CARLSBAD COUNTY OF SAN DIEGO STATE OF CALIFORNIA ACCORDING TO MAP THEREOF NO.I0062. I ASSESSORS PARCEL N0.:213-061·0B I PARKING CALCULATIONS EXISTING BUILDING: OFFICE USE 4/1000 EXISTING BUILDING AREA: 27,347 S.F. GROSS AREA TOTAL EXISTING PARKING REQUIRED: 110 SPACES NEW BUILDING: OFFICE USE 4/1000 NEW BUILDING AREA: 15,753.5 S.F. GROSS AREA TOTAL NEW PARKING REQUIRED: 63 SPACES TOTAL PARKING REQUIRED BOTH BUILDINGS: EXISTING BUILDING = 110 SPACES NEW BUILDING = 63 SPACES TOTAL REQUIRED PARKING = 173 SPACES TOTAL PARKING PROVIDED = 175 SPACES TOTAL EXCEEDING REQUIRED = 2 SPACES SCALE:I"=20'-0" <.!:1 zz --o- <(;e C/)z wz <.!:1:) <Ca.. (/)"" .... Wow C<o-z II ~~ ff3 II <(~ :o:: ~cCS Ww >a:: -:::> II o c.!> II 1---..o ~ Zo--· <(~- ~1- (./) l.t) :::! O"' < ::0:::0 V> ' ·"" 3: ~a-.. z ._, <( ... _ e<u<t wu o::w <..!) 1-o-a:: :I: a_U II i.t') -~ 0:: <( (.!) z -0 _J -:::> c:Do <( w~ Uo:! _<( u..u LL. 0 • ~ • _J I z <( _J a... LU ~I-!g - 0 (/) "' "'""' ..ozw -:tO N~ 0<: 0 Nz "'o ..... <!u U::J ·"' Clf-<((/) mz (/)Q -'u "' <((/) U-' -' UJ ;;: c >-·o <!-' (!) • o"' ZUJ z _,;;: UJO c UJ .... "' 0 u "' "' 0 N NO. REVISIONS DATE 9-7-15 BWS 2014-15 SHEET AI 0 0 u <J L 0 ~: 0 u <J -- I:::::-- [; [; 24'-611 ~ 38'-11 11 [; , ,. 8 AI "'" 3 24'-?ill ,. c AIO 104'-~ 4 [;_ , ·v ,~-v -7 24'-611 24'a11 30'-3~11 J., , J---'lo-------"~-~r--------l-F~~~~~~~~§ I Fl E RISER @2] ~ ® I I N ~ ~ ' c:o N t-~ I STRUCTURAL STEEL COL. PER STRUCT'L PLANS \1 ~ LEASE SP~E SDG&E C [ill] 1 II • 'i'i AI R-2 _ ~ en ~co:;-1 ~ ' AIO N ~ ' iL , --··· ~ I --=] I ~ I I llr la ...... ' Es 6, I 0 Al2 _, 0') 6'-411 I ~ I 6'-s~~~ ~~~-= 0') _, tO ' I' 5._8;\11 I TOR ~IN 3 ...... ...... ~ ~I CO 3 1'- ~ ' 1 8 I' ' ' 11091 ~ , r 110711·-·· ecFL~~?_t ~G) I. I I I ~ ~ LEASE SPA~E ITIQ] ... -II II !';-- 9 = 25 C"( ' c:o - N co 1'- 0 -I I L? :0 5' ORRID M 102 ~ 1~1 ...... / ~~~ 0 ...... '\'=' £);:, ------------ 5'-2i" ---------------- # ~ ~ 15'-Sl' ~'-411 lli:l ,---~II --, /, _ ... ffl' ' ~ j a = ~ '-I-----+ IH ...:: I I + f ~ '/ ;, + ~ I ~. ...!_ I ---- ~ --- ---------~ @4] 1:.::::::: -------- ----------- --f--' · ·· j/ ~ I j021 'j-~ J ----..._ ;...._ :J;"l ~T f ----..;. ... I I I T-t-J I L I ----1-I f /. ~-?p; I ~ I -I -7 ---; ~ 1 ~ 7'-4~11 [; ~~~ IL.OBBY ITQJJ "-- 4' tr, • ~ ...... ' Lo ...... --" ' ~ ~-~~ I --------t ---! I I I ----1-I ~ --~--I 1 7 1 1 1 1 I ---; rz~l -I ,._ I 7-I I @] _'P" 0) --------:-:--__ 3o·.8 ., ~ ~ ~ -u· --II '----I 7 I -:~ AIO I / ru -I -" _/ I , 'Ill{ I --T I .)i. --1--r--.. 1 1 --t--t-1-"'-rr.r· j 3X3 GARNITE TILE -~ • 1 ~ rL NoN-sKID suRFAcE -f. 1 ~ I ";#. I ...__,__ ~ "1-~-r J fi 7' r---........L --... I l I ~ ::::::::--.. r - ~~ ~ 80oo· <J -::-3/16" = I "' J So•. J." \ j D 1. 1 -r----..._;. 4 I I I I --:::::t "-1 , 1ST FLOOR PLAN NOTE: SEE FINISH SCHEDULE FOR FLOORING COVERING LAYOUTS SHEET A-17 ~ .1-c STRUCTURAL EEL COL. PER STRUCT' PLANS 12'-0J" /~ 'Ill If ~ & I, djl ~ 1//1 • (() "I .... (') ~ A A9 I ~ .... • (() _, .... (') • c .... _, & t J • c .... ·' .... .... \-- :z ~ "' L.:_ ~-,... --<~ (/) z ff3~ 1-... :z """' w ~<:J:: II Wco :Z: (.!) _J II I-,._ f3 <( ll.. II <8 :>:: l!:~~ ~ II ._..og -cCS II :Z ,._ :>:: II<~® ~ ~ II ~~ ::: 0 ~ -L.L.. 11 :I: o en U) ::::> II <...>~ ~ U)l-II :Z W U II (i2 <i:::! C:::W II U<t ' ~ 1-II ., .::;: '-' ..0 <t I 0--o ZW 1-L.,.V ~ :::c ""0 '-'-U N:E: ll.. 0::: 02 < L L L\-r-"' L L (.!) C L Z cC~~Jc - = L L ,........ ~zL L L....l "'oL L _j .ct;L L U::::> L ~ o:= LLLL __, ;il ~ LLLL IV'\ (/) o L 1..1...10 ;:;!u L <( j~ LLLL W m o:J L' LLLL U> :;: Lh~U U ....J co Li )I ll: .Jb L _<( ~-',L LL u ~ ~ b::d::i: LL -':;: LLLLL ~ 0 LLLLIL 0 w LL'L... t;: L 8 L . "' 3:2 • .....1 U LL LLLLL rlhll I tl i..::LLL I [ti-! ~ L g L 0.. z <( it L::r-c::C::: 0::: 0 0 .....1 LL ~ 0~ ~-C I ~ LLDLL u LL LL NO. REVISIONS DATE I I ~ L L I""'*-':;:" :-'-"--1-:-~f..-lm~ L f'-A.....,o!..-!.'--1-"'-lL L: L L LL L 1'-A~---r~L L L L 1'--A-'---t--!l[h[r-Ih[l n-L--j---jL L h...L..---j---jL1 --' LCCCL h-\....__---t---jL L L L L h-'----t----iL L LLLL 1'-A~---r~L LLLL L1 I I I L I I [L ·r;,fk'O Mlcll! ~ 'il·•re,..,~ ~, .l~ * C01H08 * ~.aM~ ~CAl' L' DATE: 7-25-15 LJC~3;: DRAWN: BWS JOB NO. 2014-15 SHEET A5 OF ...._ (3) ~ ~ ~ ~ cv AIO J I I I I I ~ 30 1-3~" ~ I T I 1041-1 I ~ .., .., 1 I I I ; , 24 1-7~" 241-6" I; 24 1-6" , ,; I; 241-6 11 IL. 6~-5~" ~ j_ 11 1 7] 7 51 6" I; -II,; ~ jL ' 41 5" I; -I; §] iL _j I • ~~,of--......___ ~ _J I _jJ ill-g>1r -......___..... I' _, ' --I~L \ --"' ' ~ ~ ~ "'F'' ..--I, 1 I' I' 1 ' 111r r rrrr P~_ ~~I 31'-?j" ~ I Co "" ~ A ). ~ ~I I m1 £t, 0 '\':> I .;.IN J ...... "" ' 1' ~ ...... ~ I t @ AID 18 I; 6' ~ - A9 8' 4il" ; "" - ~-\(ArTOR ' 101 .L J' ~1Diw - @JANITOR 6'-5" 0 I ' VIF:J; I~ / ~ .;.IN J ...... ...... / 7 ~ ROOF ACCESS LADDER TO ROOF HATCH SEE DE TAlL LEASE SPAh 12071 ~~~:;(")~-~ C ORR llj)( ~ ~ [gQ§ ~ 1Ef\ I~ IJGfl . ~ I ......_____ _____ -- ~IN """" _I "" ...... • I II II ·l -----------~=; s: . ~I II I ,A B -~ IIO.L,4 , = ~J-Ml¢ -T 11 II ~~~~ U( Co @1.01 ' 118 I I' I II I ll>f DN l 08lrv 20' - """ ' ' v 4AFTYI HANDRAIL --::.u SEE ~~r.TinNs @] STRUCT'L STEEL COL.- PER STRUCTURAL PLAN ,.:::::- ~ ~ -......___ 3o·.8 , ~ ,-A( --:E__ 4/o ~~~ -- / ~ §] --.: ~ A I !. I lf!f I I '--".:: I :-az ~I"'' ...... _, "" ...... -----~ llJI ~ ' ~ A A9 \.. 2:," ....... _, & }--- C) ii-----w ---------------------+--------------~H 2ND FLOOR PLAN NOTE: SEE FINISH SCHEDULE FOR FLOORING COVERING LAYOUTS SHEET A-17 AIO "'lllf 76·-10}" 7721 SF. -- 5o·.8:!, '4 ~ c ....... ·' ....... ....... -~ (!) a-zz <(~ (J)~ ~d: ~ We:! 11 LUco • (.!) _J I f-.-. ff3 ~c... ~~g w ~ ~~~ ~~ 0 0 > w o"' <[ I (/) ~ II 5~! I C/) I-II Z II <( '-' WU II o::j<( 0:: W II ll> -~ (.!) 1-..0 <[ JJ o-..oz 0:: :c -:t ~ L) N<[ c... 0:: "' <! 0 (.!) z -- 0 0 Nz "'o _J ·f-<!u U:::J -·"" ::J Clf- I <((f) roz CDo (f)Q -'u "" <((f) <( U-' -' wffi LLI ~ u~ Cl I >-·o _<( <l-' <!) • LJ_U o"" z~ LL -'~ LLIO a 0 LLI f-"" 0 u • "' "' ~ 0 N • _J t; w ~ z <( _J a... 0::: 0 0 _J LL Q t~ o·o z ~N w !Z 0 u NO. REVISIONS DATE 5-5-15 BWS 2014-15 SHEET A6 ~ • co I -;;. ;1; "' ~ b ~ 4 9 All ·.<··~·.·.· ·.·.·.·.·.·.·.··· ........ ··········· I <~ ·.·.·.·.·.·.·.·.·.··.· ....... ·.·.·.· .. ·.·.····· I' ..... "' :• "-v 5 .·.·.·.·.· ... ·.·.·.·.·.· .. ·.·.···.· .. ·.·.·.·.·.····.··.·.···.···, r ................. · ... ····················· .... K . . . . . . . . . . . . . . ' .· · .. ·.· ·.·.· .. ·.•. ·•···•.••••••• <·>•<· " ... ......... ·.••••·····•••••.••·••]••••••• >>> << < I . <1 1j> >I< I J <l>ll1 1\ II I II I I I IIT-'H .,,.,,, ............• _,, .....•.•. • •••. ~ ,; 11 ·J .,. PAINT COLOR LEGEND: ~I A LIGHT GRAY #8307 B WHITE #OW 104 C BLACK #05 ~ ~ ~ "' • ~ ~ ~ ... :j:.:L WEST ELEVA Tl ON 9 . ·• ... :.·.· . .1.' . · ... ·:.1.' . .'.'.1 .·: .. I.. . .' . .'.!'.'.' .. · ·.· .. '.'!' ...... .'.l .. .'.'.' . .'.'.'I. . ..... ' ........ L .. . ......... ] .... ·1· ... ·1· ........ ·1· ...... · .. I. · .. . ... I. · .. · · · · · .1 .. · · · · .. ·1· · · · .. · · · .1 .... · · .. · .I .. . I< ... <l.. .. < <••·····<········ .·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· ·.·.·.·.·.·.·.·.·.· ·.·.·.·.·.·.·.·.·.·.·.·.·.·.· .·.·.·.·.·.·.·.·.·.·.·.·.·.· .. ·.·.·.·.·.·.·.<·.·.· ·.·.· .... ' ..... . ·• EAST ELEVATION /3 ~T! I~ .. '' .. '' t·'. ·:.·::.·.t·:.· '·.·:.·. ~:::;1M @ ~ m 0 "' ELEVATION LEGEND: OJ METAL PANELS ACM BY AGI 2 PAINTED METAL 3 ARCHITECTURAL ACCENT 4 ALUMINUM MULLINS 5 CLEAR BLUE-GREEN GLASS NON REFLECTIVE GLASS 6 METAL MAN DOOR 7 METAL SDG&E DOOR 8 BUTT JOINT GLASS 9 GLASS STOREFRONT DOORS 10 ELECTRICAL METER ROOM II METAL COLUMNS 12 ROOF DRAIN 13 SCREEN WALL METAL ACM PANELS 14 FLAG POLES 15 METAL CAP FASCIA FLASHING 16 WALL PACK LIGHTS 17 LEDGER STONE I ELDORADO LA JOLLA COASTAL LEDGER 18 METAL LOUVER SCREENING AT ROOF ~ • ~ "' ~ ~ ;,. ~ I ··················· IJ . m ............. v . ....................... "' • C{J .;, • ~ cu ~ NORTH ELEVATION 5 (A~\ reo r7 .................... " - 1 (4 \t\IJ 29'~ " ~. A ~ . ~ ~T! c:~~ '--/ 81 l 1·········11·/··1·········1 l I II ll I Ill I I II 1~11 l"' I lr[§J . . . ' ' ' ... ' '' .... ' . ' .. ' . ' .. ' . ' ' ........ ' . ' ., ..... ' ' . . . ' .. ' . . . ' .. ' . ' ... ' . . ' .. ' ' ' .. '' . ' ' ' . ' . : .... ' ' .. ,, ... ' . ' ...... ' ,,, ' . ' .. ' . . ' .(C. . . . ' ' . ' ... ' .. ' . ' . ' . ' . . ' .. ' . ' .. . .......................................... ""'"''"'""' '"" .................. , ........ , ........ , .................... , .................. , .................. , . .. ·.·.·.·:.·:.·.· . .'.'.".".'.'.'.".'.'.".'.".".'.'.' .. '.' .... '.'.' .. ' .. '' ...... '. .. ' .. '.'.'.' .. ' .. '' ' ... '.'' '.'.'.'.'' ' .. ' .... '.'.' .... ''' ' .. ' ..... '.' ·. ' .. ''' .. '.' .. '.'.'.'.' '.' '.'. .. . K .. . " .. . " . " " ... \ \ 2\ ~~ ·I .· .. · +-'--'- ·' I . . . . . """" ~ . . ~ .. u----- ----- SOUTH ELEVATION -;7 11'1 LHTI ~ .... ··.·.···················~······································· / </ r[§J '.' .... '' .... '' .. ''.'.' ...... . 9-t . . 2 ~~~ "' 0 "' SDP-15-14 (.!) zz "' --<C"" z "'"' en z wt? r-W a:::o-w <.!) <( 11 1-w co ~ .....1 II ~"""--fa <( a_ II <(~ :z: ~ II I-~ e~ -«5 II Z~"""--~ II <C-@.1 W W II on., <t ~~ > 0::: II o-<> <t (/) => II ::c~ en (/)I-:: ~"' ~ ' 0 ~ WU II ~<i-' O:::W II U<( (.!) 1-II LO _ ::;:: -cl<(' O:c -ozLU ~ -::tO L.L... U N ::1: a_ 0::: ~ <( 1-------l-1 0 (.!) z -- ,..,., ~ z L.....l "'0 .....1 <it; ::::> ~ ~ ILLL Lj <(en <DZ (D en o II I 11 I 1 _J u ~ Cl ~en <( u --' CD --' w (/) ~ II 1-1 _,..c- ....J Cl Ua::: _, § -<C ~. LL u ~ ~ ttt-cb:u LL --';;: ~ 0 LLL Q ~ LL,_LL 0 • 3: • .....1 ~ ~ (/) z 0 -1- <( > w _J w • I- X S1w ~ NO. REVISIONS DATE: 9-10-15 DRAWN: BWS u "' "' 0 N JOB NO. 2015-14 SHEET A8 0 [[ 0~ 14\ ,AI5 / PARAPET FRAMING AND TOP OF CURTAIN WALL SUPPORT SEE STRUCT'L DWGS Wi ~ __.., I' ~ ' GLASS CURTAIN WtLL\ PER ELEVATION 1 \ -(j) ~ = ,....... I - ""'" ........ ... ~ ' ~~----------~----~~ " LEASE SPACE ' STEEL DECK WI CONC. OVER PER STRUCT'L PLANS AND SPEC'S '., ...... LEASE SPACE .... ,_ -- ""'" I -<0 ........ ~ 6"METAL STUDS @16"0.C.SEE STRUCT'L FOR RAIL SUPPORT WI ELEVATOR MANUF. __.... J 1\ ~/ I ll I' • eo lfOI LET • RM ' ·, .. I' ijLE~ATO -TOILET RM 00 __.... . ' . ' .. • , . .' ' ·' ' .. -. ·. '"· . ·'· .. COOL BUlL T -UP ROOF SYSTEM OVER FOAM INSULATION PER MANUF. SPEC. LEASE SPACE STEEL DECK WI CONC. ----- OVER PER STRUCT'L PLANS AND SPEC'S . , -. '. ' -, ' STEEL COL. PER STRUCT'L PLANS AND SPEC'S LEASE SPACE CONC. SLAB PER STRUCT'L PLANS AND SPEC'S ..-_ ....•... ·. , . -~ :·. ,. " . ·····--···,·--····-···.•:•'··~ ·.,::. ,;·:''· ,, •.,JI I I. ,,,, ~ ~ - . . [(;;y W2l l·_;t:;t .. :t~:~: -~r.\':),:_ ~ ::, ·;•, PIT PER MANUF. .' ,,,. SPEC ,., .,. ~: ,:_ -~ ·d'li ~~ i' i· :.;-.; ::: ';.::::.:.: :.; :::~_:} .. ~·-1·· 'T '' I ·'?1".-J_):·_. ';?/-~:-~> ~ . '" ... Nl' I' _I ""'" ' -~IC'\1 L() I -<0 __.... I' ' f2 A9 I - ""'" C") ' ' SECTION -A F / .. 1/ -(j) B lUI<"'""'•· --,....... I - ""'" ........ ' / All "" (13\ Al5 ., ' PARAPET FRAMING AND TOP OF CURTAIN WALL SUPPORT SEE STRUCT'L DWGS LEASE SPACE I' -(j) ~ LEASE SPACE CONC. SLAB PER STRUCT'L PLANS AND SPEC'S /\ ~ ' . ~-. ~. ~-:· •• " .. ' •• '' ·'-' J ' ... ·' • • '·' : ' •• '• • • ',. -: COOL BUlL T -UP ROOF SYSTEM OVER FOAM INSUL SPEC. LINE OF FUTURE SUSPENDED '----CEILING SYSTEM STEEL DECK WI CONC. OVER PER STRUCT'L PLANS AND SPEC'S LINE OF FUTURE SUSPENDED '----CEILING SYSTEM /L !A"" ~ _;;A@ !5, A\2<'2'4t{ r:·;;:; li.3i .... ·-· .::~~~·::r_rr::: :;~_::.;~---,_ . ' . ' ' ...... fftF: SECTION -8 .--.-.•. • ... ···\'-... ~-:---~1 '' ... ':;.:·~· .. :::::i/ FOOTING PER STRUCT'L PLANS AND SPEC'S FOOTING PER STRUCT'L PLANS AND SPEC'S 12" EXHAST VENT FOR ELEVATOR COM PRESION --'"'t -6"METAL STUD <0 @16"0.C.SEE S RUC~ FOR RAIL SUP ORT WI ELEVATOR ANUF. -00 N 518"TYPE-X GYPBRD FOR ONE HOUR RA ELEVATOR SH~r- PIT PER M~ • ..,.~ SPEC. llll ~ LEV AT 112 OSB SHEATHING OVER METAL JOIST SLOPE TO DRAIN 114" PER FOOT WI BUlL T-WATERPROOF CAP UP ROOF OVER. FLASH @ TOP OF ARCH'L 24 GAGE GALVZ. METAL AT ALL EDGES WI4"LAP TYP. 518"TYPE-X GYPBRD FOR ONE HOUR RATED ELEVATOR SHAFT -(j) 518" OSB SHEATHIN OVER METAL STUD WI AGI PANELS OV STUDS AT 24"0. C. STEEL BEAMS PER STRUCT' L PLANS AND SPEC'S ~ 1··: ,, <)~=""" I I IIIU·: >s;,-"1 '§~~c~~~lf[· - ""'" PIT L ELEVATOR FEATURES ELEVATOR BY MITSUBISHI ELECTRIC 3500 LBS CAPACITY FOR 24"X84" STRETCHER --- \ v I I\ \ \ ELEVATOR SHAFT (1\ \#!) ARCHITECTURAL BEAM FEATURE @ A9 J (,!) o-:z :z <(-o --(/)~ ..... C/):z: WI W :z: 0::: 0' :z UJ <( II WI--~ v.i (,!) II w _J II <CO r5 :::% C.... II 1---o ::o <IIIC-II :Z ,...._ ::r -CC:S II <C~@J II cna.n::::! UJ UJ II o-c>"" > 0::: II :J:~ ~ en ::::> II ~ a-"' en I-II <( . __, II <X-UJU 11 ""u<C 0::: UJ II "" • ::E <.!>t-~~w o-...:ro 0::: :J: N :E a...<-> 02 e::: <( (!) z -0 ,...... Nz L....l c-o _J ·1-«u u::o -·"' :::> Cl 1-<l:<ll mz <llO rn --' u LLIO ~ (/) <( u :J W llJ ~ (/) Cl U _J >- Df-H 0::: _f ~ _<( :; "' LL u ~ !j;! I L;..,v- ....1:;: LL ~a 0~ 0 u 8 ~ c. • ~ • _J (/') z 0 -1--u w ~ (/') ~ NO. REVISIONS A9 OF "' "' 0 N DATE f-L~L 0 ~ L L L r--L ' ' II 0 RECYCLED WATER NOTES I. ALL Y'IORK SHALL BE DONE IN ACCORDANCE V'iiTH THE CARLSBAD MUNICIPAL V'IATER DISTRICT'S (GMV'iD) RULES AND RESULATIONS AND THE SAN DIE60 COUNTY DEPARTMENT Of ENVIRONMENTAL HEALTH (DEH) REQUIREMENTS., 2. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKIN6 FOUNTAINS, DESISNATED OUTDOOR EATIN6 AREAS, ETC., SHALL BE PROTECTED ASAINST CONTACT FROM RECYCLED V'iATER SPRAY, MIST OR RUNOFF. 3. BEST MANASEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE, PONDIN6, RUN-OFF, OVER SPRAY AND MISTIN6. 4. HOSE BIBS ARE STRIGTL Y PROHIBITED. 5. GROSS-CONNECTIONS BETI"'EEN RECYCLED V'iATER LINES AND POTABLE V'iATER LINES ARE STRICTLY PROHIBITED. b. NO SUBSTITUTION OF PIPE MATERIALS V'iiLL BE ALLOV'iED V'iiTHOUT PRIOR APPROVAL FROM GMV'iD . l ALL MAINLINE PIPES SHALL HAVE V'iARNING TAPE PER GMV'iD AND DEH, RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION V'iiTH RECYCLED V'iATER ARE FROM 10,00 P.M. TO b,oo A.M. THE HOURS FOR IRRIISATION V'iiTH DISINFECTED TERTIARY RECYCLED V'iATER MAY BE MODIFIED BY LOCAL AUTHORITY. IRRIGATION DURIN& PUBLIC USE PERIODS V'iiTH DISINFECTED TERTIARY RECYCLED V'iATER SHALL BE UNDER SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION V'iiTH V'IA TER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED V'IATER SHALL BE BETI"'EEN THE HOURS OF IO,OO PM. AND MO A.M. ~-BURIAL OF ALL V'iiRING AND PIPING SHALL MEET GMV'iD AND DHS RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT V'iiTH RECYCLED V'IATER, V'iHETHER BY V'iiNDBLOV'iN SPRAY OR BY DIRECT APPLICATION THROUSH IRRIGATION OR OTHER USE. LACK OF PROTECTION, V'iHETHER BY DESIGN OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. II. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER SPRAYING ON SIDEV'iALKS, STREETS AND NON-DESIGNATED USE AREAS .. 12. RECYCLED V'iATER QUICK COUPLING VALVES SHALL BE OF TYPE DESISNED FOR USE ON RECYCLED V'iATER DISTRIBUTION SYSTEMS AND HAVE A SPECIAL COUPLER KEY PER GMV'iD AND DHS RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY GMV'iD. 14. ON RECYCLED V'iATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC) SHALL BE WLOR-WDED PER AV'iV'iA GUIDELINES AND SECTION 116815 IF THE CALIFORNIA HEALTH AND SAFETY WOE. 15. ALL IRRIGATION PIPES SHALL BE STENCILED V'iiTH THE V'iARNING "NON POTABLE V'iATER" OR "RECYCLED V'IATER", COLOR CODED (PURPLE) AND LAID 1-iiTH V'IARNING TAPE AND STENCILING ORIENTED TOV'IARDS THE TOP OF THE TRENCH PER CARLSBAD MV'iD RULES AND REGULATIONS. PROVIDE TY'IO (2) LAYERS OF V'IARNING TAPE, ONE LOGA TED IMMEDIATELY ON TOP Of THE MAINLINE PIPE AND ONE LOGA TED 12 INCHES ABOVE THE TOP OF THE MAINLINE. 16. ON NEV'i AND ON-SITE SYSTEMS (POST-METER), POTABLE V'iATER, CONSTANT PRESSURE RECYCLED V'iATER AND SEI"'ER LINES SHALL BE PLACED A MINIMUM Of FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENSINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETV'iEEN FACING SURFACES, NOT PIPE GENTERLINES. ll CONSTANT PRESSURE RECYCLED V'iATER LINES SHALL GROSS AT LEAST TI"'ELVE INCHES BELOI'i POTABLE V'iATER LINES AND SHALL MAINTAIN AT LEAST TI"'ELVE INCHES CROSSIN& SEPARATION BETI"'EEN OTHER UTILITIES. 18. IF A CONSTANT PRESSURE RECYCLED V'iATER MAINLINE PIPE MUST BE INSTALLED ABOVE A POTABLE V'iATER LINE OR LESS THAN Tl'iELVE INCHES BELOV'i A POTABLE V'iATER LINE, THEN THE RECYCLED V'IATER LINE SHALL BE INSTALLED V'iiTHIN AN APFROVED PROTECTIVE SLEEVE PER CARLSBAD MV'iD RULES AND RESULATIONS. THE SLEEVE SHALL EXTEND TEN (IO) FEET FROM EACH SIDE OF THE GENTER OF THE POTABLE LINE, FOR A TOTAL OF TI"'ENTY (20) FEET. I~ THE REQUIRED GROSS CONNECTION SHUT DOl-iN TEST SHALL BE DONE BY CARLSBAD MV'iD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED V'iATER. 20. THE REQUIRED GROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER CARLSBAD MV'iD AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OR INSPECTION REPORTS 1-iiLL BE FORV'IARDED TO THE NON-INSPECTION PARTY. 21. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED f'iATER "DO NOT DRINK" S!GNS SHALL BE GALLED OUT ON THE PLANS. 22. V'iHEN RECYCLED f'iATER BECOMES AVAILABLE, AN ON SITE USER SUPERVISOR SHALL BE DESIGNATED IN 1-iRITING. THIS INDIVIDUAL SHALL BE FAMILIAR V'iiTH PLUMBIN6 SYSTEMS V'iiTHIN THE PROPERTY, 1-iiTH THE BASIC CONCEPTS Of BAGKFLOV'i/GROSS CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED V'IATER SYSTEM. COPIES OF THE DESIGNATION, V'iiTH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO CARLSBAD MV'iD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. IN CASE Of EMERGENCY CONTACT X _,_X,__~~,.--NAME P~ONE OR AffiR HOURS CONTACT X X N."K 0HO~E 23. ALL PUBLIC AND PRIVATE POTABLE V'iA TER MAINS INCLUDING FIRE MAINS AND ANY f'iA TER l'iELLS AND f'iATER COURSES HITHIN THE RECYCLED f'iATER PROJECT LIMITS SHALL BE SHOffi ON THE IMPROVEMENT PLANS. 24. GALL OUT ON THE PLANS IF THERE ARE OR ARE NOT ANY DRINKING FOUNTAINS AND/OR DESISNATED OUTDOOR EATIN6 ON SITE. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETI"'EEN ADJACENT AREAS IRRIGATED HITH RECYCLED V'iATER AND POTABLE V'iATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOI'i STRIPS OR OTHER APFROVED METHODS. 26. ALL IRRIGATION BAGKFLOI'i PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE SIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL V'iATER DISTRICT. PIPE BETI"'EEN THE METER AND BAGKFLOH PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BAGKFLOV'i TESTERS CAN BE FOUND ON THE CITY I"'EB SITE AT http)/V'IV'IV'I.carlsbadca.gov/services/ departments/V'!a!er/Docvmentslrec.ycledV'Iaterbac.kfloV'Itesterlist.pdf FOR RECL YGLED OR http,f/V'IV'IV'I.Wrlsbadc.a.gov/services/departments/V'!ater/Dowments/~aterbackfloV'Itesterlist.pdf FOR POTABLE OR GALL 160-438-2122. 21. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUAL BASIS OF THE PRESENCE OF RECYCLED V'iATER. PERSONNEL MUST BE INFORMED THAT RECYCLED V'iATER IS MEANT FOR THE SITE'S DESISNATED PURPOSES ONLY, AND IS NOT APFROVED FOR DRINK INS PURPOSES, HAND f'iASHING, GLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 2B. ALL INITIAL IRRIGATION SHALL USE POTABLE f'iATER. NO RECYCLED f'iATER SHALL BE USED UNTIL THE SITE HAS PASSED THE INITIAL SHUTDOV'iN GROSS-CONNECTION TEST AND HAS BEEN APFROVED BY CARLSBAD MV'iD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 2q DEVELOPER/CONTRACTOR SHALL CONDUCT A GROSS-CONNECTION TEST AND WVERASE TEST AS DIRECTED BY CARLSBAD MV'iD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF REG Y GLED V'iA TER. RECYCLED WATER SYSTEM (PRIVATE) LANDSCAPE PLANS FOR: L.W. OFFICE BUILDING SIGNAGE NOTES THE FOLLOV'iiN6 GUIDELINES FOR THE USE OF RECYCLED V'iATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER HHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X II" SIZED SIGN. COLOR, PURPLE BACKGROUND V'iiTH BLACK LETTERIN6. I. 6UIDELINES FOR RECYCLED V'iATER USE A IRRISATE BETI"'EEN THE HOURS OF IO,OO P.M. AND e,,oo A.M. ONLY. V'iATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY V'iiTH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNA TrENDED DURIN& USE OUTSIDE THE NORMAL SCHEDULE. B. IRRIGATE IN A MANNER THAT HILL MINIMIZE RUN-OFr, POOLING, AND POND lNG. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MJST BE ADJUSTED SO AS TO BE COMPATIBLE V'iiTH THE LOI"'EST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SGHEDULIN6 OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT 1-iiLL PROMOTE MAXIMUM SOIL ABSORPTION). G. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEV'iALKS. D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS. LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUGATIN6 EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED V'iATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT f'iATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL f'iASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED GHANSES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH GHANSES MUST BE 9JBMITTED TO, AND APFROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE V'iiTH DISTRICT STANDARDS. I. ALL RECYCLED V'iATER SPRINKLER CONTROL VALVES SHALL BE TA66ED HITH IDENTIFICATION TASS. A TASS SHALL BE HEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, 1-iiTH THE V'iORDS "V'iARNING RECYCLED V'iATER-DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO- ASUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTIN6 SHALL BE PERMANENT AND BLACK IN COLOR USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APFROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOf'iS, I. ATTACH TO VALVE STEM DIRECTLY OR V'iiTH PLASTIC TIE-HRAP OR 2. ATTACH TO SOLENOID HIRE DIRECTLY OR HITH PLASTIC TIE-HRAP OR 3. ATTACH TO VALVE GOVER V'iiTH EXISTIN6 VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED f'iATER SPRINKLER HEADS. G. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED 1-iiTH A SIGN BEARING THE HORDS "RECYCLED V'IATER USED FOR IRRISATION" IN ENGLISH AND SPANISH, 1-iiTH BLACK LETTERS I" HIGH ON A PURPLE BAGKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSGNNEL UTILIZING THE EQUIPMENT. INSPECTION PROCEDURES INSPECTION SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT Of V'iORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTONS AND REQUIRED SUBMITTALS. FOLLOHIN6 COMPLETION 0 FTHE Y'IORK THE LANDSCAPE ARCHITECT V'iiLL CERTIFY THAT THE INSTALLATION HAS BEEN WMPLETEDD BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FOR A FINAL LANDSAPE INSPECTION BY T'IE CITY MUST ALSO BE MADE BY GALLING THE INSPEGTON REQUEST LINE, 'FINAL LANDSCAPE GERTIPIGATION FORM FAX TO 160-~44-8q43. LANDSCAPE INSPECTION REQUEST PHONE LINE, 760-602-4602. I. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE, A REQUIRED SEPARATION BETI"'EEN POTABLE AND RECYCLED f'iATER LINES (HORIZONTALLY AND VERTIGALL Y). B. PIPE IDENTIFICATION. G. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKINGS, INGLUDIN6 PROPER QUICK COUPLERS. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORf'iARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APFROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE A. SIGNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. G. TASGING OF VALVES. D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED V'iATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLIUDIN6 V'iiNDBLOffi SPRAY, RUNOFF, AND POND lNG. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF I"'ELLS, STREAMS, RESERVOIRS, ETC. H. GROSS-CONNECTION TEST. I. COLOR CODeD, LAMINATED CHARTS INSIDE EACH CONTROLLER. S. ANNUAL INSPECTION SHALL INCLUDE, A COMPLETE INSPECTION THAT HILL COVER A-1 Or THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENSINEER, CITY ENGINEER AND DISTRICT ENSINEER PRIOR TO IMPLEMENTATION IN FIELD. DECLARATION OF RESPONSIBLE CHARGE: I AM FAMILIAR V'iiTH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND f'iATER EFFiCIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE V'iiTH THOSE REGULATIONS AND THE LANDSCAPE M.ANUAL AND ASREE TO COMPLY V'iiTH ALL REQUIREMENTS HHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE THE EFFICIENT USE OF V'iA TER. Carlsbad, California SITE MAP --, -..., -, / VICINITY MAP CITY OF OCEANSIDE HIG'rl\l'lP.Y 78 SITE PACIFIC OCEA~ \ DRAWING INDEX L -I TITLE SHEET, NOTES L-2 GENERAL, PLANTIN6 AND SOILS MANASEMENT NOTES L -3 PLANTING PLAN. LESEND L -4 PLANTING PLAN L-5 (NOT INCLUDED 1-iiTH CONCEPTUAL PLAN SUBMITTAL L -6 MAINTENANCE RESPONSIBILITY MAP L-1 f'iATER CONSERVATION PLAN /V ~oT JO --@--sc~-- CITY OF VISTA DEVELOPER/APPLICANT LLOYD JIIIELLS CONSTRUCTION 11083 OLD COACH ROAD POV'IA Y, GA '12064 COUNTY Of SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND f'iA TER QUALITY DIVISION GLENN LEEKS ENVIRONMENTAL HEALTH SPECIALIST JUU 2 2018 z 0 -t-o :::> 0::: t- CJ) z 0 () 0::: 0 u.. 1- 0 z z <( ....J a.. ....J <( :::> 1-a.. w u z 0 u 91rY .or-:·. CARLSBA,D :PL~t..JN~NG :Ji\/lSJON AHLES lANDSCAPE ARCHITECTURE INC PROJECT NO.: 153q (!) z -0 ....J -:::> ..,...- ..,...- ((l 0 N O"l w .....1<( <C-u (9Z (f) oo::: z -zO <( u.. .....ILL .....1 UJ.....I a... u.. o<C UJ 0 w o_ a... f--O <( 0:::<( () • Olll (f) s ()(f) 0 I.!? .....I z 1.00::: <( • o<C .....1 ....J N() SET ISSUED: DATE , SEP 15 ~-22 1ST CO\CEPT REV'':/1 I I JA~ 16 1 23 JU~ 16 23 JUL I& SHEET: L.1 "AS BUlL T" DATE TITLE REVIEWED BY: INSPECTOR DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 2538 14 SEP 15 LANDSGA''E ARCHITECT LIC:NSE NO. DATE ENCINI AS --.,----t---------------+--+---+------,-----1 I SH1EET I CITY OF CARLSBAD I SH~ETS I ~====~====PLA==N=N=IN=G==D=E=PA=R=T=M=E=N=T====~====~ I?RIVATE (ON SITE) RECYCLED f'iATER SYSTEM FOR AHLES LANDSCAPE ARCHITECTURE PO BOX 1503 RANCHO SANTA FE, GA ~2061 ATTN., STEVE AHLES STEVE@AHLESLAND.WM TEL (858) 156-8%3 CARLSBAD MUNICIPAL Y'lATER DISTRICT Y'liLLIAM E. PLUMMER DA~~ DEPUTY CITY ENSINEER RG.E.28116 EXP. 3/31/20 DEVELOPERS NAME, ADDRESS, TELEPHONE, LLOYD Y'jELLS CONSTRUCTION 11083 OLD COACH ROAD POV'IAY, GA "12064 DATE PLAN PREPARED, 14 SEP 15 BY, AHLES LANDSCAPE ARCHITECTURE DATE 1 INITIAL LAND. ARCH. OWNBY: DATE INITIAL DATE , INITIAL CHKD BY: FIELD BK: REVISION DESCRIPTION CITY APPROVAL OTHER APPROVAL L.W. OFFICE BUILDING CARLSBAD, CALIFORNIA PROJECT NO.: DRAWING NO.: p-rJ>fr( ·--·~·---··--· -----------···-·. --------·--··----------·----~· . ·---~---· ---~ GENERAL NOTES A. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 48 HOURS (mo Y10RKING DAYS) PRIOR TO STARTING CONSTRUCTION. B. 01"\NER/DEVaOPER SHALL PERMANENTLY AND FULLY MAINTAIN LANDSCAPED AREAS HI THIN ADJACENT GENERAL UTILITY EASEMENTS. C. APPROVED SOIL TESTING LABORATORY SHALL PERFORM AGRICULTURAL AND STRUCTURAL SOIL TESTS. SOILS TESTING FOR AGRICULTURAL SUIT ABILITY SHALL BE ACCOMPLISHED UPON COMPLETION OF FINAL GRADING PRIOR TO LANDSCAPE CONSTRUCTION. -SEE SOIL MANAGEMENT NOTES. D. CONTRACTOR SHALL VERIFY EXISTING STATIC HATER PRESSURE AT EACH POINT OF CONNECTION PRIOR TO INSTALLING IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE HITH THE CARLSBAD MUNICIPAL HATER DISTRICT. E. PROVIDE CONCRETE MOH STRIPS BETV'1EEN LAHN AND GROUND COVER, AND BETV'1EEN LAV'1N AND HALLS (V'1HERE APPLICABLE) R..9'ER TO STANDARD DETAILS REGARDING MOH STRIPS. F. LANDSCAPE HORK SHALL BE IN ACCORDANCE HITH CITY, HATER PURVEYOR AND OTHER APPLICABLE LANDSCAPE REQIJIREMENTS, LATEST EDITIONS. CONTRACTOR IS RESPONSIBLE FOR BECOMING FAMILIAR AND COMPLYING HITH THESE REQUIREMENTS. G. CONTRACTOR SHALL OBTAIN PERMITS REQUIRED TO COMPLETE LANDSCAPE IMPROVEMENTS PRIOR TO START OF CONSTRUCTION. H. OHNER!DEVELOPER SHALL OBTAIN A RIGHT-OF-HAY PERMIT OR ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT AS DETERMINED BY THE CITY PRIOR TO THE CONSTRUCTION OF ANY PRIVATE IMPROVEMENTS, INCLUDING INSTALLATION OF REQUIRED STREET TREES IN THE PUBLIC RIGHTS-OF-HAY AND CITY -HELD EASEMENTS. PERMITS AND AGREEMENTS SHALL BE REVIEV'1ED AND APPROVED BY THE CITY. I. CONTRACTOR SHALL NOTIFY "DIG ALERT" (1-B00-221-2600) TO LEAST 4B HOURS PRIOR TO START OF EXCAVATION IN PUBLIC RIGHT OF HAY OR GENERAL UTILITY EASEMENT. J. CONTRACTOR SHALL PROVIDED STORM HATER POLLUTION PREVENTION MEASURES AND BEST MANAGEMENT PRACTICES IN ACCORDANCE HITH NPDES, STANDARD URBAN STORM HATER MITIGATION PLAN (SUSMP) ORDINANCE, CITY ORDINANCES, AND OTHER APPLICABLE CODES AND REQUIREMENTS. K. LANDSCAPE IMPROVEMENTS SHALL BE COMPLETED AND APPROVED BY THE CITY PRIOR TO THE ISSUANCE OF OCCUPANCY PERMITS. L. IRRIGATION AS-BUILT PLANS ARE REQUIRED TO BE REVIEV'1ED AND APPROVED BY THE CITY AND FINAL PLANS HILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. SUBMITI AL OF AS BUlL T PLANS SHALL BE AS REQUIRED BY THE ENGINEERING AND PLANNING DEPARTMENTS. THE FINAL PLANS HILL BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONED REDLINES TO BE PROVIDED BY THE LANDSCAPE CONTRACTOR. SEE IRRIGATION SUBMITIAL SPECIFICATIONS 1.8.C FOR AS BUILT REDLINE REQUIREMENTS. FINAL AS BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY AND THE FINAL PLANS SHALL BE SUBMITIED TO THE CITY FOR THEIR KEEPING. AS BUILTS MAY BE PROVIDED ON BOND PAPER. PARKING AREA LANDSCAPE EXHIBIT ' I _r-"m''OCUR9 AND GUTTER EXISTING PAR.~ING LDT 8 8 164 ~I,~. 165 ~ EXISTING BUILDING 2 STORIES \ ' l t<,.l ~- ' ~ R1";;c, "' :..AND::CAPE D'5TJ~:J B'f ~ ~ONSTRJGT!ON i I . NO TR=l: REF' _AEI-':ENT W:"'"i-iN EA.Sa-:E~T I 154 " . I il75 ----------------·---- SOIL MANAGEMENT PROVIDE SOIL TEST OF CHEMICAL AND AGRICULTURAL ANALYSIS BY AN INDEPENDENT AGRONOMIC SOILS TESTING LABORATORY. REPRESENTATIVE SOIL SAMPLES SHALL BE TAKEN IN THE FIELD AND A HRITTEN REPORT SHALL BE PREPARED BY THE AGRONOMIST AND SHALL INCLUDE RECOMMENDATIONS FOR SOIL AMENDMENTS AND APPLICATION RATES FOR SOIL PREPARATION FERTILIZATION, PLANTING BACKFILL MIX, HYDRO MULCH SLURRY (AS APPLICABLE) AND A POST MAINTENANCE FERTILIZATION PROGRAM. SOIL ANALYSIS SHALL BE PROVIDED AFTER FINAL GRADING, PRIOR TO START OF LANDSCAPE CONSTRUCTION. PROVIDE mo COPIES OF THE ANALYSIS TO THE LANDSCAPE ARCHITE.GT. PROVIDE ACTUAL SOIL AMENDMENTS PER SOIL ANALYSIS RECOMMENDATIONS. FOR BIDDING PURPOSES ASSUME THE APPLICATION OF THE FOLLOHINS AMENDMENTS AND FINISH GRADING, !50 LBS./1000 S.~. AGRICULTURAL GYPSUM 25 LBSJIOOO S.F. 12-12-12 FERTILIZER 150 LBS./1000 S.F. "SROHPOV'1ER PLUS W SULFER" 3 GU. YDS./1000 S.F. NITROFIED ORGANIC SOIL AMENDMENT (PER SPEC) ROTOTILL IN THE TOP 6" OF SOIL THEREAFTER FOR ALL AREAS, RAKE AND FINE GRADE ALL PLANTING AREAS. MAINTAIN A MINIMUM 2% DRAINAGE AHAY FROM ALL BUILDINGS AND STRUCTURES, AND 5% HITHIN FIVE FEET OF BUILDING OR STRUCTURE .. SMOOTH FINISH GRADES TO ELIMINATE PUDDLING AND STANDING HATER. COORDINATE HITH OTHER TRADES AND MAINTAIN DRAINAGE DURING CONSTRUCTION. APPLY SOIL LEAGHINS AS ANALYSIS INDICATES PLANTING PITS AND PLANTERS SHALL BE BACK c'ILLED HITH AMENDED EXISTING SITE SOIL AND 1/3 (BY VOLUME) NITROFIED ORGANIC SOIL AMENDMENT. FERTILIZE TREES, SHRUBS AND GROUND COVERS AT TIME OF PLANTING HITH ASRIFORM T ABLET(S} PER SPECIFICATIONS AT THE FOLLOI'iiNG RATES, FLAT MATERIAL - i (5 GRAM) TABLET I GAL SIZE -I TABLET 5 SAL SIZE -3 TABLETS ~POt. • LESS , ~" NEW BUILDING 2 STORIES LINERS - 2 (5 GRAM) TABLETS 15 SAL -5 TABLETS 24" BOX-B TABLETS PLANT SCHEDULE PARK1~6 AREA LANDSCAPE -- bAI2 SF /02 flj PLANTING NOTES I. THE PLANTING PLAN IS DIAGRAMMATIC AND SHALL BE USED AS A GUIDE FOR SETIINS OUT PLANTS. PRIOR TO PLANTING, THE LANDSCAPE ARCHITEGT SHALL BE CONTACTED TO APPROVE ALL PLANT LOCATIONS AND DIRECT ADJUSTMENTS. 2. PLANT MATERIALS SHALL CONFORM TO NURSERYMAN'S STANDARDS FOR SIZE AND HEALTH. ALL PLANTS ARE SUBJECT TO REJECTION BY THE LANDSCAPE ARCHITECT IF SUBSTANDARD IN SIZE, QUALITY OR HEALTH. 3. PLANT COUNTS ARE FOR THE CONVENIENCE OF CONTRACTOR ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOI'1N ON PLAN. 4. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS THOROUGHLY SOAKED PRIOR TO PLANTING. 5. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 2% DRAINAGE AHAY FROM ALL BUILDINGS AND FINISH GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING HATER. CONTRACTOR SHALL COORDINATE HITH OTHER TRADES AND MAINTAIN DRAINAGE DURING CONSTRUCTION 6. REMOVE ALL EXISTING VEGETATION (EXCEPT INDIVIDUAL PLANTS TO REMAIN PER PLAN AND AS IDENTIFIED BY LANDSCAPE ARCHITECT) TRASH, CLIPPINGS AND OTHER DEBRIS IN PLANTING AREAS. ERADICATE BERMUDA GRASS AND NOXIOUS ~'lEEDS AS FOLLOffi, A. UPON INSTALLATION OF IRRIGATION SYSTEM, GUT V'1EEDS AND APPLY AN ALL PURPOSE FERTILIZER, SUCH AS 250 LBS/AC OF 16-6-B AND IRRIGATE FOR Tl'ia TO FOUR V'1EEKS. B. V\HEN V'1EEDS AND GRASSES ARE APPROXIMATELY ONE TO Tl'iO INCHES IN HEIGHT, SPRAY !'liTH A NON SaECTIVE HERBICIDE. C. PLANT AS SPECIFIED. 1. PRIOR TO START OF PLANTING l'iORK, PLANTING AREAS SHALL BE FREE OF ~'lEEDS AND SURFACE ROCKS, AND CONTRACTOR SHALL ESTABLISH FINISHED GRADES. AFTER COMPLETION OF PLANTING V'10RK, CONTRACTOR SHALL FINE GRADE ALL PLANTING AREAS AND REMOVE SURFACE ROCKS, CLODS AND DEBRIS. B. PROVIDE SOIL MANAGEMENT PER NOTES ~. VERIFY TREE PIT DRAINAGE !'liTH 24 HOUR HATER FILL TEST PRIOR TO PLANTING. ALL BOXED TREES NOT DRAINING ARE TO HAVE A 4" DIAMETER AUGER HOLE DRILLED THROUGH ANY HARDPAN OR COMPACTED EARTH AS REQUIRED TO PROVIDE DRAINAGE. 10. PLANTING PITS SHALL BE THICE THE CONTAINER HIDTH AND OF EQUAL DEPTH. II. PLANTING PITS AND PLANTERS SHALL BE BAGK FILLED !'liTH EXISTING SITE SOIL AND 1/3 (BY VOLUME) NITRIFIED SOIL CONDITIONER MIX. 12. DOUBLE STAKE 15 GALLON AND 24" BOX TREES. GUY LARGER TREES AS NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE STABILITY FOR THE LENGTH OF THE GUARANTEE. 14. NOTE RELATIONSHIP TO PLANTINGS TO IRRIGATION, PARTICULARLY IN LINEAR CONFIGURATIONS. COORDINATE l'iHERE PLANTING AND IRRIGATION HEAD SPACING CORRESPOND TO MAINTAIN UNIFORM SPACING BETV'1EEN PLANTS AS V'1ELL AS PLANTINGS AND IRRIGATION. 15. CONTAINER PLANTS SHALL NOT BE PLACED l'iiTHIN 2FT. OF SPRAY HEAD, 4FT. OF LARGE RADIUS ROTOR, UNLESS OTHERHISE INDICA TED ON PLAN. 16. SHRUBS 4 TREES SHALL BE UNDER PLANTED HITH GROUND COVER OR HYDROSEED AS SHOHN BY ADJACENT SYMBOL 11. PROVIDE THREE (3") IN. DEPTH SHREDDED BARK MULCH (NO RECYCLED SR.c.."EN OR CONSTRUCTION HASTE-SEE SPECIFICATION) IN ALL NON-TURF PLANTING AREAS LESS THAN 31 IN SLOPE. SUBMIT SA~LE TO LANDSCAPE ARGHITECT AND LOCAL INSPEGTOR FOR APPROVAL PRIOR TO BULK DELIVERY. lB. CONTRACTOR SHALL PROVIDE A V'1EED FREE LANDSCAPE THROUGH THE ESTABLISHMENT MAINTENANCE PERIOD. PRE-EMERGENT HERBICIDE MAY BE APPLIED TO ALL PLANTING AREAS PRIOR TO SPREADING MULCH. HERBICIDES SHALL BE USED IN ACCORDANCE V\ITH APPLICABLE RULES AND REGULATIONS. lq. PROVIDE POST PLANTING FERTILIZATION SHALL BE PERFORMED AT 30 AND 15 DAYS AFTER PLANTING. 20. PROVIDE ESTABLISHMENT MAINTENANCE OF ALL LANDSCAPE FOR NINETY (qo) DAYS AFTER INITIAL ACCEPTANCE OF COMPLETION. KEEP /ILL AREAS CLEAN, HA TERED AND V'1EED-FREE. ALL DEAD OR DYING PLANTS SHALL BE REPLACED DURING THE MAINTENANCE PERIOD. SEE MAINTENANCE NOTES 21. CONTRACTOR SHALL GUARANTEE PLANT LONGEVITY FOR ONE YEAR. ADDITIONAL PLANTING NOTES EXISTING LANDSCAPE NOTE EXISTING TREES SHOI'iN 1'11LL REMAIN. ANY AREAS BARE OR DISTURBED BY CONSTRUCTION HILL BE REPAIRED !'11TH NEH LANDSCAPING TO MATCH. z 0 EXISTING TREE PROTECTION I- THE FOLLOHINS PROTECTION FOR EXISTING TREES TO REMAIN ON SITE l'iiLL BE PROVIDED, 1-A BRIGHT YELLOV\ OR ORANGE TEMPORARY FENCE HILL BE PLACED AROUND EXISTING TREES AT THEO ~PLI~ ~ 2-STOCKPILING, TOFSO!L DISTURBANCE, CONSTRUCTION MATERIAL STORAGE, VEHICLE USE, FOOT TRAFF~~ AND STORAGE OF ANY KIND IS PROHIBITED 1'11THIN THE DRIP LINE OF EXISTING TREES ON SITE. 3-ROOT SYSTEMS OF EXISTING TREES ON SITE l'iiLL BE PROTECTED FROM FLOODING, EROSION, GHEMIG SPILLS, AND EXCESSIVE V'1ETIINS AND DRYING DURING DE-HATERING. 4-THE EXISTING GRADE HILL BE MAINTAINED l'iiTHIN THE DRIP LINE OF EXISTING TREES ON SITE. (j) 5-ROOTS OF EXISTING TREES ON SITE V\ILL BE GUT APPROXIMATELY 6 INCHES BACK FROM NEI'i -:7 CONSTRUCTION AND ALL GUTS HILL BE SEALED HITH l'iOOD PAINT AS MANUFACTURES BY FLINTKOTE ~ APPROVED EQUAL. 0 6-MAINTAIN AND DOCUMENT A TREE HATERING SCHEDULE DURING CONSTRUCTION. 0 1-ALL DAMAGED TREES l'iiLL BE REPLACED HITH ONE OF EQUAL OR GREATER SIZE. TREE SETBACK MAINTAIN THE FOLLOHING TREE SETBACKS (HORIZONTAL FROM CENTER OF TRUNK) -3 FT. PROM PROPERTY LINE - 5 FT. FROM UTILITY STRUCTURES, INCLUDING UNDER GROUND -10FT. FROM DRAINAGE AND SEV'1ER, ABOVE AND UNDER GROUND -5 FT. FROM FIRE HYDRANTS -10 FT. FROM STREETLIGHTS -10 FT. FROM DRIVEHAYS -25 FT. FROM STREET INTERSECTIONS (SEE SIGHT VISIBILITY LINES) -20 FT. FROM TRAFFIC SIGNALS (STOP LIGHTS) et:: 0 u.. 1-- 0 z -VERTICAL LIMB CLEARANCE OF 15 FT. OVER STREETS, 10 FEET OF OVER BIKE AND PEDESTRIAN AREASZ VERIFY MINIMUM SEPARATION DISTANCE IN FIELD PRIOR TO PLANTING. UPON IDENTIFICATION OF CONFLIG'f( CONTACT LANDSCAPE ARCHITECT AND ADJUST TREE LOCATION AS DIRECTED. .:..J ROOT BARRIER REQUIREMENT (L PROVIDE DEEP ROOT BARRIERS AT PERIMETER PAVING, CURB, STRUCTURE OR FOUNDATION OF ALL _J PLANTING AREAS GONTAININS TREES HITHIN b FD OF SIDEHALK, STRUCTURE, CURB OR FOUNDATION. ~ BARRIERS SHALL BE 24 INCHES IN DEPTH. LENGTH SHALL EQUAL 12 FEET PER PROTECTED EDGE. DO l'iRAP INDIVIDUAL ROOTBALLS. PALM TREES ARE EXCEPTED. (SEE DETAIL) EROSION CONTROL FABRIC REQUIREMENT I- PROVIDE REINFORCED STRAV'1 MAT SOIL STABILIZATION FABRIC, PER MANUFACTURER'S SPECIFICATION, A ALL LANDSCAPED SLOPES OF 3, I OR SleEPER GRADIENT. SEE GITY LANDSCAPE REQUIREMENTS AND W COMPLY. 0 UTILITY SCREENING ALL UTILITIES ARE TO BE SCREENED. LANDSCAPE CONSTRUCTION DRAHINGS HILL BE REQUIRED TO SHoZ AND LABEL ALL UTILITIES AND PROVIDE APPROPRIATE SCREENING 0 DRAINAGE BEST MANAGEMENT PRACTICES 0 NO IRRIGATION RUN OFF SHALL DRAIN OFF SITE INTO THE PUBLIC RIGHT OF HAY, STREETS, DRIVES OR ALLEYS. NO CONNECTION SHALL BE MADE TO ANY STORM HATER SEV'1ER SYSTEM l'iiTHOUT PROPER PBMP'S. ALL ROOF DISCHARGE TO BE TO SURFACE DRAINAGE. REFER TO STORM HATER POLLUTION PREVENTION PLAN MAINTENANCE NOTE ALL REQUIRED LANDSCAPE AREAS SHALL BE MAiNTAINED BY THE PROPERTY Ol'iNER. THE LANDSCAPE AREAS SHALL BE MAINTAINED FR..."E OF DEBRIS AND LITTER AND ALL PLANT MATERIAL SHALL BE MAINTAINED IN HEALTHY CONDITION. DISEASED OF DEAD PLANT MATERIAL SHALL BE SATISFACTORILY TREATED OR REPLACED PER THE CONDITIONS OF THE PERMIT. AHLES lANDSCAPE ARCHITECTURE INC P.O. Box 1503 Rancho Santa Fe, CA 92007 858-7 56-8963 PROJECT NO.: 153'1 (9 z -0 _J -:J ..-..-co 0 N 0) w _J<( <C- 0 (!)Z C/) ocr: z -zO <( u.. _J!:!: _J w....J a.. u.. o<C w 0 wu a.. f-o <( 0:::<( u • Om (J) ~ uoo 0 LC)_J z • LC)o::: <( _J o<C _J NU SET ISSUED: DATE SEP 15 a-22 !ST co~CEPT REVcti 1 .' ~A~ 16 , 23 JU\ 10 123 JUL 16 SHEET: L-2 "AS BUlL T" DATE TITLE REVIEWED BY: INSPECTOR DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. f-------,----+---------------------------+---+----+--~-------11 SH~ET: I CITY OF CARLSBAD I SH~ETS I ~====~====P=LA=N=N=IN=G==D=E=PA=R=T=M=E=N=T====~====~ DATE INITIAL REVISION DESCRIPTION DATE ! INITIAL DATE !NJTIAL LAND. ARCH. CITY APPROVAL OTHER APPROVAL LANDSCAPE NOTES DWNBY: CHKD BY' FIELD BK' L.W. OFFICE BUILDING CARLSBAD, CALIFORNIA PLANT SCHEDULE TREES .. ® © BOT ANI GAL NAME GONT CASSIA LEPTOPHYLLA Sb"BOX Gold Meclollion Tree DRAGAENA MARGINATA S6"BOX Reel Eclged Dro~oeno OLEA EUROPAEA 'JI'liLSONII' 24"BOX Jl'li !son 01 ive HIGH BRANCHED MUL Tl TRUNK QUERCUS !LEX 24"BOX Holl~ Ook RHUS LANGEA 24"BOX Arri~on Sumo~ Multi-Trunk BOTANICAL NAME SIZE AGAVE ATTENUATA 15 GAL Agove AGAVE X 'BLUE GLOV'l' 5 GAL Blue GloV'I Agove ARCTOSTAPHYLOS DENSIFLORA 'HOJI'lARD MCMINN' 5 GAL HoV'Iord M~Minn Monzonito BOUGAINVILLEA X 'TORGH GLOV'l' 5 GAL Tor~h GIOV'I Bush Bougainvillea GALAMAGROSTIS X AGUTIFLORA 'KARL FOERSTER' 5 GAL Feather Reed Gross GALLISTEMON YIMINALIS 'LITTLE JOHN' 5 GAL DV'Iorf Jl'leeping Bottlebrush GAREX TUMULIGOLA 5 GAL Berkele~ Sedge ELAEAGNUS PUNGENS 5 GAL SILYERBERRY LEPTOSPERMUM SGOPARIUM 'RUBY GLOV'l' 5 GAL Red NeV'I Zeolond Teo Tree LOBELIA LAXIFLORA Mexi~on Lobello ROSMARINUS OFFIGINALIS 'TUSCAN BLUE' Tus~on Blue Rosemor~ SAL VIA CLEVELAND! Soge 5 GAL 15 GAL 5 GAL EXISTING TREE LEGEND TREES LOC:A IE!J ON A!JJA?ENT OFF-5/IE AREA5 ARE !N?LWE!J !30TANIC:AL NA11E --.! @ \ CASSIA / \'\ I f 0 )-\.:---....( EUCALYPTUS \ I I '\ \. ..._ _...( C!p -~, KOELUTERIA -,-, \ / ~ VJ?5 I LIOVIDAMBAR I .....,.,_/ rJ!T -1--". PINUS \ I I \.. \ ./$) -.. \c_HINUS --/ '-I /\,.l~ -1 MSHINTONIA C:0/1/10N NA/1E GOLD MEDALION EUCALYPTUS FLAME TREE Sf'IEET GUM PINE CALIF. PEPPER FAN PALM AfPROX 5/ZE HXfl 10 X 10FT 25 X 15FT 20XI5FT 15 X 10FT 20 X lOFT 20X20FT 20 X 10FT ( CEJ'~-/ PYRUS ORNAMENTAL FEAR 15 X 10FT ' / ..__ EXIST'NG TREES 11\DICATED TO RI:MAIN I'IILL BE REPLACED SHOULD THEY BE REMOVED 0"< DAMAGED 3Y CONSTRUCT ON REPLACEME:\T SHALL BE OF LKE SP::CIES AT 24 INCh MINIMUM BOX S!ZE OR OTHER Mi'IGATION TO THE SATiSFACTION O"' 'HE CITY Of CARLSBAD. ----------------------- 15 2 12 15 IS 51 80 45 82 106 24 246 22 35 2"i 5"i l"i GROUND GOVFRS • I I I \ ' ' '' '\ ' ' ' " FXISTING "''''"' ''''''" ''''"'' '"''''' "''''-''-' ' HYRDOZONES NON-LIVING GROUND GOYER AND MULCHES --------- BOTANICAL NAMF BAGGHARIS PILULARIS 'PIGEON POINT' Co~ote Brush GAREX PAGHYSTAGHYA Ghomisso Seclge DYMONDIA MARGARETAE D~mondio SENECIO MANDRALISCAE Blue Finger BOTANICAL NAME EXISTING TO REMAIN Foundation BOTANICAL NAME H2 .S-.8 BOTANICAL NAME BARK MULGH Bork Mul~h GOBBLE 2-4 IN. Gobble DECOMPOSED GRANITE D.G. DECOMPOSED GRANITE (PARKING) D.G. GONT I GAL FLAT FLAT FLAT GONT NONE CONT NONE CONT S IN. DEPTH S IN_ DEPTH @ 2" DEPTH S IN. DEPTH SPACING QTY 24" 0.~. 6,504 12" o.c.. 1,581 12,<118 12" 0.~. 5,885 SPACING 28,033 SF SPACING 1,041 SF SPACING 6,841 SF 240 SF 6,56<1 SF 5,530 SF z 0 -1- () :::> 0::: 1- (J) z 0 () 0::: 0 LL 1- 0 z z <( _J o_ _J <( :::> 1-o_ w () z 0 () AHLES lANDSCAPE ARCHITECTURE INC PROJECT NO.: C/) z <( _J 0.. w 0.. ~ C/) 0 z <( _J (9 z -0 _J -::> OJ lU () -LL u.. 0 • s • 153'1 .-.- 0 N 0) _J<( <C-(.9Z oo::: zO _Jll.. W-l o<C wu 1-o 0:::<( Oc:o UCI} L()_J 1.()0::: o<( NU SET ISSUED: DATE I SEP 15 ~-22 'Si CONCEPT REVEI'I II JA~ :& 23 JlN !& 23 JUL 16 SHEET: L-3 "AS BUlL T" DATE TITLE REVIEWED BY: INSPECTOR DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. f---c---' --+-------------+---+'-----1--1---------i I SH~ET I CITY OF CARLSBAD ~----+--------------~--+1---+---+-~~====~====P=LA=N=N=IN==GDEPARTMENT I PLANTING LEGEND • L.W. OFFICE BUILDING 1----+-' --1-------------------+-----1-----+-----1 I CARLSBAD, CALIFORNIA ~---~-~---------------+---·--~--r--~ ~~A~P~P~RO~V=-E~D=,========== ' _ PLANNING ;~~~~~~~:;-;:::-=0::-:A~T~Eo-=-=-=;-;;-;;~ I P~OJECT NO.: II DRAWING NO.: OWN BY: CHKD BY: FIELD BK: DATE INITIAL DATE I INITIAL CITY APPROVAL OTHER APPROVAL DATE , INITIAL LAND. ARCH. REVISION DESCRIPTION ! :I I I i I . I I ir I -----. --\ \ STREET 1/GHT PLANTING PLAN 0 20 NORTH SCALE I SWR .FiRE N. ·yoi0A!T r 40FT. L/11/T OF,~A;<!KP,Z 51!, 4!!0 5F. '"'"' '..".."..'-; " ' ' "..' ,,, '''"'"'"-' ..._,,,,,,. . ".. '".. '" '' <"'... ,., .. ·,' ".. "'''''' '' "''' ''"' "' ,,,, ''''''' ''' """''''''''" f """''''''''' '''"''''""'"' '''"''''"'"'' ''''''''' FiRE CONNECTIONS TRASri ENCLOSURE 5 B'=NE:ATH OVER'-IANG RcSTO'<E '..ANDSCAPc DISTU'<BED B" \EIAi CONSTRuCTION (GRASS S/'<Ac.E AND G'<OJND COVeR; " ' " ' ' " ' ' '''''''''''' DENSE TREES LOCATED OFF SITE ON SLOPE '' ''''' '"'' '''" " ' ''''' ,,,,,, '''''I '''' ''''' ''''"' '"'''' ,,,,,, '"'''' '''''' '"'''' '''"''" '''''' ''"''' ' ".. " ' " " ''''"' ''"'' "' LOAOiNG oaK SEE SHEET L-3 FOR PLANTING LEGEND ·-· ---------- Pi/!CJ0ql~:::D LIGHT STANDARD, SEE NOTES !'<'<;•nt--1 ST'<.EET c;>r,Mvr:: ¢F;;;> "'I T110"0:CP CONCRETE LUNCH PATO TABLES, SEATING AND TRASH CONTAINE'<S A": PATIO EAST PERIMETER LANDSCAPE NOTES FIELD LOCATE NEJA! PLANTINGS AS NECESSARY TO ACCOMMODATE EXiSTING TREES AND L-ARGE SHRUBS OMIT INDICATED NE/'4 S'-IRUBS AND GROcND COVER /'4!-ERE DENS'= EXISTING PLANTINGS REMAiN GHT STANDARD NOTE RKING LOT LIGHTING POLE LOCATIONS MAY ElE ADJUSTED (FROM THIS CONcEPTUAL DESIGN PHASE). Ll PA LA AV NDSCAPE CONSTRUCTION DRAI'IINGS i'IILL ElE REQUIRED TO SHOI'I AND LABEL ALL LIGHTING POLES AND OlD TREE CONFLICTS ' ' i ' ' ' ' I ' DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE ' ' ' INITIAL ' LAND. ARCH. CITY APPROVAL OTHER APPROVAL z 0 -~ () :J rt: ~ (f) z 0 () rt: 0 u... 1-- 0 z z <( _J c... _J <( :J 1--c... UJ () z 0 () AHLES LANDSCAPE ARCHITECTURE INC P.O. Box !503 Rancho Santa Fe, CA 92007 858-756-8963 PROJECT NO.: (/) z ::5 a.. LU a.. (3 (/) 0 z <( _J (9 z -0 _J -:J (() UJ () -u... u... 0 • • SET ISSUED: DATE SEP 15 ~-22 1ST C:JNCEP7 REV Ei'l II JA~ 16 23 JUN 16 23 JUL 16 SHEET: L-4 "AS BUlL T" DATE TITLE REVIEWED BY: INSPECTOR DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I SH1ET I CITY OF CARLSBAD I SH:ETS I PLANNING DEPARTMENT PLANTING PLAN L.W. OFFICE BUILDING CARLSBAD, CALIFORNIA I APPROVED: PLANNING DATE I I II I OWN BY: PROJECT NO.: DRAWING NO.: CHKD BY: --FIELD BK: --------· i / I I I I ' it / SWR --~f-' ._· ---/f-.·---SWR /' ipl::L I v \ STREET L/6fiT I j I , I I ' ' I i ! ! ! 1! I ' ! I ' ' I j I ' ' . I ! i ' I ' i i ' ' I , ' I i i : : ! I ,· I • r I , : I : ' I I : I I ,! I I i l,_ ' '•. I J :' ' 1 ! ! i J ' I I ' I : ' I 1_ ' ' I ' ' ' ' n '"'''"' I ' I ' i ., I! J i I , i II\·.'' --~ I I MAINTENANCE RESPONSIBILITY PLAN ~ .. ~~~·~ 0 ~" ~ ~ / NORTH ' I -------··· SCALE 20 40FT. FIRE COMVECi/aVS RESTOR:: _AI\:JSCAPE :JISTI.RBED BY i\E¥'1 CONS~RUCT ON (\0 TREE REPL.AFMENT ¥'11-Hi i\ EASEM-N T \ I i ) I -------- -r, I I I . I, ....... ' " ' ' ' ! : 'I II ''' ; "' ', ~\~1 ' i '.'--........... 'i h ', \ ?"---.. -( ~ ·, ·. . \\ I ~~~)\',.~A ti~(LiLlf> "'"r'M~ \ t1_ d ·, ~ J )/ ' -L !lJ ·,, ] ' ' ' I\ '· ' 1---\ i ::r; .'1: ~ . ' r I i ., ' ' I ~-mi ·11/}; ' . ' ' 'J ::-. (\ 1 'I ./ i \\ ' ' ' ' '\' /--/ \-:-• ::· : f!YORANi 'fk ~-... 4 I .:lE ' I :;:I .._ ' I I I ' ' ' ' ' ,/ -'/: ' ' ' '' " ' ' \ i OWNER'S ASSOCIATION MAINTENANCE RESPONSIBILITY (TH::RE IS NO ,t.5SOCIATIO!\ MAINTAINED AREAS ON THIS PROPERYTY) PRIVATE INDIVIDUAL MAINTENANCE RESPONSIBILITY z 0 -1-- 0 :::> 0.:: 1-- (/) z 0 () 0.:: 0 u.. 1-- 0 z z <( _J 0.. _J <( :::> 1-- 0.. w () z 0 () AHLES LANDSCAPE ARCHITECTURE INC. P.O. Box 1503 Rancho Santa Fe. CA 92007 858-756-8963 PROJECT NO.: (/) z ::1 ll.. UJ ll.. <( () (/) 0 z <( _J SET ISSUED: (.9 z -0 _J -::> co w () -u.. u.. 0 • $: • _J ..--..-- 0 N cr.> _J<( <C-C,9Z oo::: zO _J!:!:: UJ.....l o< UJ() 1-o 0:::<( Oro ()(/) L{)_J 1.{)0::: o<C N() DATE 0-22 1ST CONC':PT R':VI:V1 1 I JAN 16 123 JU~ 16 23 JUL I& SHEET: L-6 "AS BUlL T" DATE TITLE REVIEWED BY: INSPECTOR DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~-+~~-~-------------------------+----~--+---~---4~~ =sH=~=ET=·~~~==C=IT=Y==O=F==C=A=R=L=S=B=A=D====~~=s=HE=:=Ts~~ 1 PLANNING DEPARTMENT MAINTENANCE RESPONSIBILITY L.W. OFFICE BUILDING CARLSBAD, CALIFORNIA ~--+----+---------------------------+----+-----+----t------1 I APPROVED: ~--+----+---------------------------+----+-----+----t------J~_~P=~~N~NI~N=G;;;;;;~~;~~~~~~~;;~~=D~~~E~~~~~~~~ OWN BY: PROJECT NO.: II DRAWING NO.: CHKDBY: FIELD BK: DATE I INITIAL DATE INITIAL CITY APPROVAL OTHER APPROVAL DATE INITIAL LAND. ARCH. REVISION DESCRIPTION -------· ·- STREET L/6f!T i' ----, 0 20 NORTH SCALE 40FT. FIRE COVNECTION5 RESTO'<:: LANDSCAPE ::>iSTURBED BY NEY\ GO\!STR~C ON (NO -RE:: RE"'~AE~Et\T YiiTHN Ef'IS'::MENT SWR LIHIT OF PAR~cAIC:'A ~4!30S..F. LOAOING ooc.< SWR \ ' IJRA,INUVE ' 5TO/Rr"111A TER -.....c' ', I ' ' ' I I I / s~A~~ ---------CONCEPT IRRIGATION STATEMENT GOBBLE HYDRANT e ffi o ~~'''• .,o',. . . ~ PROPETY LhVE f'!ATER CONSERVATION !S PROMOTED THROUISH THI: 'HYDROZONE' ISROUPINIS OF PLANTS 1'\ITH SIMILAR IRRIISATION REQUIREMENTS, AND TrlE JSE OF LOY'< AND MODERATE i'<ATER REQUIRINIS PLANT SPECIES. f'IHILE SOME EXISTINIS J.AY'<N ISRASS i'<ILL REMAIN, NO NE¥'4 LMN IS PROVIDED. LOY'< VOLUME IRRIISATION APPLICATION METHODS PROMOTE f'!ATER CONSERVATION ¥'41TH A MINIMUM i'<ATER LOSS i'<HILE PROVIDINIS SUFFICIENT i'<ATER FOR PLANT ISROY'<TH. ADDITIONAL XERISGAPE PRINCiPALS ARE TO BE IMPLEMENTED ¥'41TH THE LANDSCAPE, INGLUDINIS SOIL ANALYSIS, USE OF MULCHES AND APPROPRIATE MAINTENANCE. LANDSCAPE AREAS i'<ILL BE IRRIISA TED ¥'41TH AUTOMATIGALL Y CONTROLLED, PERMANENT UNDERISROUND SYSTEM. IRRIISATION SYSTEMS SHALL USE HIISH QUALITY, AUTOMATIC CONTROL VALVES, CONTROLLERS AND OTHER NECESSARY IRRIISATION EQUIPMENT. ALL COMPONENTS SHALL BE ON NON-CORROSIVE MATERIAL. ALL DRIP SYSTEMS SHALL BE ADEQUATELY FILTERED AND REISULATED PER THE MANUFACTURER'S REGOHMENDED DESIISN PARAMETERS. ALL IRRIISATION, EITHER EXISTINIS OR PROPOSED, SHALL CONFORM TO THE CITY OF CARLSBAD LANDSCAPE MANUAL AND OTHER APPLICABLE CITY AND REISIONAL STANDARDS FOR IRRIISATION AND MAINTENANCE. RUNOFF SHALL BE CONTROLLED PER THE REISULATIONS. IRRIISATION i'<ILL BE PROVIDED UTILIZINIS RECYCLED i'<ATER THROUISH SEPARATE IRRIISATION METER AND APPROVED BACK FLOY'l DEVICE. RECYCLED WATER THE ENTIRE PROPERTY'S LANDSCAPE i'<ILL BE IRRIISATED ¥'41TH RECYCLED f'!ATER. A SEPARATE ¥'lATER METER i'<ILL BE PROVIDED FOR IRRIISATION SERVICE. MAXIMUM APPLIED WATER ALLOWANCE CALCULATIONS REFERENCE ~. MO ET FACTOK 0.1 LANDSCAPE AREA (TOTAL), 28,641 GONYER. FACTOR, 0.62 SPECIAL LANDSCAPE AREA 0 ADDITIONAL ET, SPECIAL AREA 0.9 ESTIMATED TOTAL WATER USE HYOROZONE STEP I 2 ~ - i 44 2 0.02 3 21.28 4 03 0.3 0.3 5 6ql2 5110 1581 6 2014 1131 1~4 1 O.B 0.8 0.8 8 2;q2 2104 ~q2 q 11,'500 10 313,122 CALCIILA TION MAI'lA= (M0)(0.02)(0.1 X 28,641)+(03 X 0) MAI'lA= 540,q2B GALLONS I YEAR 4 5 6 NOTE-0.3 0.3 EXISTINIS 15q1 6115 LANDSCAPE OT 22iq 2033 REHAIN NOT O.B O.i INCLUDED IN 2m 2qo4 ETI'IU GALLONS/YEAR GALGULA TION PERCENTAGE ALLOWANCE USED 57.4% WATER EFFICIENT LANDSCAPE WORKSHEET HYDRO ZONE INFORMATION TABLE 'OZONE< h'f.OR NO/ KEY 2@ 5 6 ® LANOGCAPE ZONE 2 2 2 2 3 3 2 2 ! I I I .OE5CR/PTION FOUNTAIN PLANTING PARKING LOT PLATNERS STORM l'lA TER AREAS PERIMETER DRIP PERIMETER ROTATOR EXISTING GRASS EXISTING PERIMETER EXISTING FOUNDATION VAL :1" CIRC/JIT TO BE DETERMINED v-IITH GONSTRUCTION DOCUMENT PREPARATION HYOROZONE IR'?IGA TION PLANT FACTOR AREA METHOD (4 :i'RAGE) (,oF) (HA)fSF/ DRIP Ll'l 0.3 6,'112 DRIP Ll'l 03 5,110 DRIP Ml'l 0.5 1,'581 DRIP Ll'l 03 1pq1 ROTATOR Ll'l 0.3 6,115 ROTATOR Ll'l 0.3 5P81 ROTATOR Ll'l 0.3 11,600 ROTATOR Ml'l 0.5 ;q.228 5/J/3TOTAL 134,321 I I I SH~ET: I I I ' AHLES LANDSCAPE ARCHITECTURE INC z PO. Box 1503 Rancho Santa Fe, CA 92007 0 858-756-8963 -1- 0 :J cr:: I- (f) z 0 PROJECT NO.: 153~ 0 cr:: 0 u... I- 0 (.9 z z -z 0 <( _J _J - 0... :J .,..... .,..... co 0 N _J 0) <( UJ -'<( <C- () oz ::J C/) oo:: I-z -zO <( u.. -'LL 0... -' UJ-' ll.. u.. o<C UJ UJ 0 UJ(J ll.. 1-- 0 <( 0:::0 (J • oi'ii z C/) $ (JC/) 0 1!)-' 0 z 1!)0:: • <( _J o<C () -' N(J SET ISSUED: DATE I I SEP 15 ' 0 -22 lSi WNCEPT REV!Efi i II JAN 10 • 23 JUN 16 SHEET: L-7 "AS BUlL T" DATE TITLE REVIEWED BY: INSPECTOR DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I SH~ETS I CITY OF CARLSBAD PLANNING DEPARTMENT I i E'LANTINIS PLAN L.W. OFFICE BUILDING CARLSBAD, CALIFORNIA ' ' I APPROVED: I DATE PLANNING OWNBY I PROJECT NO.: II DRAWING NO.: I DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION FIELD BK: -- LAND. ARCH. CITY APPROVAL OTHER APPROVAL ·--~----- ·- 1/-l-'~-; I l I --SINR I UNDERGROUND SERVICE ALERT SECTION 4216 & 4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT /DENT/FICA TION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT /.D. NUMBER CALL UNDERGROUND SERVICE ALERT AT 811 TWO (2) WORKING DAY BEFORE YOU DIG. ~B ADDRESS: www.digalert.org or www.cal/811.com APN NUMBER • 213-061-08-00 "'"'""'" ~4 , --~ -~-<-... ""'~'~--.... _ .. :~ SWR--SWR --- NOGAL -SWR--- \ \ 57.90 FS 57_50 . PROPOSED BUILDING •., FF=258.00 . ,I?AD=257.33 • • \ • SWR--- 0 10' 20' GRAPHIC SCALE: 1" ---SWR-E) CONSTRUCTION LEGEND ----- \ 40' 20' ----- SYMBOL WAlK n""' ~~. ~,. :c-o,""'"'"'"" ' (j) ® (J) @ @ ® CUmNG INTO THE SLOPE IS REQUIRED IN THIS AREA, TO MAKE THIS PLAN. MAXIMUM GRADIENT OF THE ANAL SLO"'E SHALL NOT EXCEED 2:1 65' X 15' B/0 RE:TNTION FACILITY 86' X 20' RLTRAi;ON BASIN PER STORMTECH CHAMBERS AND PER DETAILS ON SHEET C6 & C7. 705' X 8' BIO RETENTION BASIN, SHEET C5, PER DETAIL "G-G~ 12" X 7 2" INLET PER NYOPLAST OR EQUAL. PATCHING AND RESURFACING OF EXISTING PAVEMENT IS REQUIRED TO MAKE THIS PLAN AND PROVIDE A SMOOTH TRANSITION OF NEW TO EXISTING PAVEMENT. HIGH DENSITY POLYETHYLENE PIPE {HDPE) {INVERT EL 'S, PIPE SIZE AND SLOPE PER PLAN). INSTALL CLEAN OUT REMOVE (E) INLET REMOVE {E) CONCRETE BASIN & SD LINE CONNECT TO {E) STORM DRAIN LINE TO SIDEWALK UNDER DRAIN " CORTE DE ALBETO. " CONNECT ALL ROOF DRAINS INTO STORM DRAIN SYSTEM CONNECT 4" {HDPE) TO (E) BOX INLET "CORTE DE NOGAL': USING SAME INVERT AS EXISTING . 2' WIDE GRASS SWALE PER DETAIL "[)"SHEET. C5 . {P) STORM DRAIN CLEAN OUT LEGEND LEGEND CONTlNUED DESCRIPTION QUANTITY '• INDICATES (P) CONCRETE CURB, GUTTER, & SIDEWALK ·-"" ---------------="-·=~'"''''''''''--==::--==---~ INDICATES EXISTING CONCRETE CURB, GUTTER, & SIDEWALK INDICATES EXISTING CONCRETE PROPOSED CURB & GUTTER PER {G-2) -SD -(P) STORM DRAINAGE LINE PER PLAN CURB / ASPHALT BERM INDICATES POINT FOUND AND DESCRIBED AS SHOWN. TC CONC FL GRD TW VEGETATED SWALE PER PLAN PROPOSED CURB PER (G-1) INDICATES TOP OF CURB INDICATES CONCRETE INDICATES FLOWLINE INDICATES EXISTING GROUND INDICATES TOP OF WALL ASPHALT PAVEMENT (P) CONCRETE PROPOSED GRADE STORM DRAINAGE INLET PER PLAN ROOF DOWN SPOUT STAMPED CONCRETE -SEE ARCHITECTURAL PLANS (P) ELEVATION (P) ADA RAMP (P) INRLTRATION TRENCH /BIO RETENTION FACILITY PER PLAN {P) BUILDING FOOTPRINT BENCHMARK -----PROPERTY LINE ( ) INDICATES RECORD DATA PER MAP NO 10062. ·····-.if!;.·--·· EXISTING WATER LINE ·····--·,·•w;: --EXISTING SEWER LINE ---S'D ---EXISTING STORM DRAIN CLL:-----EXISTING UNDERGOUND ELECTRIC '-'~~(]: EXISTING ELECTRIC VAULT ::_ .. - . ,~'<\ '~ ~~, ' -- -~ ·: '-+": ;-"--:--:~, ,: ... -'~: ~,J EXISTING STREET LIGHTING VAULT EXISTING SIGN EXISTING MANHOLE {SWR=SEWER) (SD=STORM DRAIN) EXISTING WATER GATE VALVE EXISTING WATER CHECK VALVE EXISTlNG PARKING LOT LIGHT EXISTING CONCRETE AND WALK AR£4 EXISTING ASPHALT AR£4 EXISTING LANDSCAPED AR£4 EXISTING GRASS AR£4 ENGINEER OF WORK MASSOOD GASKARI CDG ENGINEERING ENGINEER DATE: ____ _ R.C.E. NO. 47303 EXP. 12-30-17 2420 Grand Avenue Suite B-1 Vistar CA. 92081 Phone: 760-599-8566 Fax: 760-599-8901 ~ ~ CITY OF CARLSBAD ENGINEERING DEPARTMENT PRECISE GRADING PLANS FOR: PALOMAR AIRPORT BUSINESS PARK 2055 CORTE DEL NOGAL CARlSBAD, CA 92008 APPROVED: JASON S. GELDERT BENCH MARK: THE BENCHMARK FOR THIS SURVEY IS THE TOP OF CURB AT THE BEGINNING OF THE EASTERLY CURB RETURN ON CORTE DEL ABETO AT CORTE DEL NOGAL (CORTE DEL ABETO STA. 8+29.44, 26 CITY ENGINEER RCE 63912 EXPIRES 9 30 16 DATE FEET RT.) PER CITY OF CARLSBAD IMPROVEMENT PLAN DRAWING NO. OWN BY: NMT CHKD BY: MG PROJECT NO. DRAWING NO. 2081-7. SHEET 5. RVWD BY: Zc\,CDG\PROJECTS\2015\0905315 -Wells Uoyd H-Co~ De-Nogai\G\IILI,HARDSCA?EG7:916 d.,g, 7/19/201614:..ll4 p~ Adobe PDF ,--------------------------------------------------------------------------·----------------~-----,-----,- @] [ffi LEGEND BMP'S TO BE USED: I WM-1 I MATERIAL DELIVERY AND STORAGE I WM-41 SPIL PREVENTION AND CONTROL I WM-81 CONCRETE WASTE MANGAEMENT [wM-9[ SANITARY WASTE MANGAEMENT §] SILT FENCE I SC-5 I FIBER ROLL FR STORM WATER QUALITY NOTESo THIS PROJECT SHALL COMPLY WITH ALL REQUIERMENTS OF THE STATE FR R=25.0'----.i L=39.27' 6.=90 00'00" PERMIT, CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, SAN DIEGO ;;;~;;;;;;;;::::::-------~ REGION,ORDER NUMBER 2001.01 NPDES NO.CAS 010875 AND THE COUNTY OF SAN DIEGO LAND DEVELOPMENT CODE. NOTES 1-8 BELOW REPRESENT KEY MIN. REOUIERMENTS FOR CONSTRUCTION BMP'S I. SUFFICIENT BMP'S MUST BE INSTALLED TO PREVENT SILT,MUD OR OTHER CON-~S=TR=--.-­ DEBRIS FROM BEING TRACKED INTO ADJACENT STREETS OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIES THAT MAYBE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BRICH IN THE INSTALLED CONSTRUCTION BMP'S. 2. ALL STOCK PILES OF UNCOMPACTED SOILS AND OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTCTED FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS . SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE POSIBILITY OF RAIN IS 40% OR GREATER. 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED INPLACE ON THE SITE. 4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTAL RELEASE OF POLLUTANTS INTO THE ENVIORMENT. FIRE NOTES: I. AUTOMATIC FIRE SPRINKLER SYSTEM IS REQUIRED. 2. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS;FIRE- EXTINGUISHING SYSTEMS, INCLUDING AUTOMATIC SPINKLERS AND WET AND DRY STANDPIPES, HALON SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE-EXTINGUISHING SYSTEMS; BASEMENT PIPE INLETS; AND OTHER FIRE- PROTECTION SYSTEMS AND APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALATION. 3. AN APPROVED AUDIBLE SPINKLER FLOW ALARM SHALL BE PROVICED ON THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATION. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM TO ALERT THE OCCUPANTS SHALL BE PROVIDED IN THE INTERIOR OF THE BUILDING IN A NORMALLY OCCUPIED LOCATION. 4. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH CFCI007. 5. SMOKE AND FIRE DAMPERS SHALL BE INSTALLED PER SECTION 713.11 AT ALL DUCTED OR UN DUCTED AI OPENINGS AT PENITRATIONS OF' A) CEILINGS AND WALLS OF FIRE-RESISTIVE ENCLOSURES 6. IF AND ELEVATOR IS PROVIDED ELEVATOR SHALL COMPLY WITH CBC SECTIONS 3D02-3007 AND TITLE-2 7. FIRE HYDRANTS TO COMPLY WITH THE CITY OF CARLSBAD ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS FOR ON SITE FIRE HYDRANTS(SECTION 901.2.2.2 CFC.) S. NOTE; FIRE SPRINKLER PLANS PREPARED BY THE SRINKLER SUB CONTRACTOR SHALL BE SUBMITTED TO THE GENERAL CONTRACTOR AND THE CITY OF CARLSBAD FIRE DEPARTMENT PRIOR TO INSTALATION. 9. NOTE, THERE SHALL BE NO TREES OR DEEP ROOTING SHRUBS WITHIN 10-FEET OF ANY FIRE HYDRANTS OR DETECTOR CHECK VALVE ASSEMBLY. SITE NOTES: I. ALL YARDS USED FOR AREA INCREASES SHALL BE PERMANENTLY MAINTAINED. 2. A GRADING PERMIT IS NOT REQUIERED FOR THIS PROJECT. 0 1-w m <! .....! w 0 w I-n::: 0 3. THIS PROJECT SHALL COMPLY WITH 2013 EDITION TITLE-24 AND 2013 C.B.C.,2013 C.M.C.,2013 C.P.C.,AND THE 2013 CEC. 4. AVERAGE LOT SLOPE WITH-IN THE BUILDING ENVELOPE IS LESS THAN 10% 5. ALL PROPERTY LINE, EASEMENTS AND BUILDINGS, BOTH EXISTING AND PROPOSED, ARE SHOWN ON THIS SITE PLAN. 6. ALL DRAINAGE SHALL BE DIRECTED A MINIMUM OF 5' FEET AWAY FROM THE STRUCTURE TYPICAL. • 0 --...;J- . >0 ...:J .0 >0 -II w N 1.0 -0' LD r--:t (/) 25' ANDSCAPE SET BA 35' BUILD'G SET BACK 7. ALL DRAINAGE FROM THE ROOF SHALL BE DIRECTED TO STORM WATER AREAS AWAY FROM THE STRUCTURE AND PAVED AREAS TYPICAL.(SEE STORM WATER DOC'S) 8. OUTDOOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES OR SHALL BE CONTROLLED BY A PHOTO CONTROL/MOTION SENSOR COMBINATION. ----------------------- 139 38 17 -" 2 30 21.' N ' 0 0' • COR E DEL NOGAL EXISTING DRIVEWAY 30' EXISTING CURB AND GUTTER 165 N 0 I 6 N 4 00'08" E L\---~ -" 7 I 3 3 7.19' '-6' EXlST!NG PARKING LOT N 0 N 0 154 175 24'-0" 9' 5' 9' 9' 8' 9' 9' HC C HC 120 HC XISTING RE HYD ---- 114 I 24' \13 r--~---l I lr------J EXISTING BUILDING 2 STORIES/ 109 108 -0 - 327.17' RPDA LOCATION LESS THAN 90 FEET FROM HYDRENT r ,. z 0 "' n N ~ (1\ "' "' -1 m n "' , I He 1\ "" (]1 m n " fiRE RISER NEW BUILDING 2 STORIES NOTE: VARIFY ALL CURBS AND ISLAND PLANTERS WlTH GRADING PLAN AND LANDSCAPING PLAN BEFORE CONSTRUCTION. SITE PLAN APN-215-070-51 --------- N 12 02'21" E r-:R=50.0' L=34.48' D=39 30'59" 9.42' R= 5.0' L= 2.09' SDP 15-14 SITE DATA: LOT AREA: SDP-15-14 TOTAL SITE AREA= 3 AC. = 130,680 S.F. TOTAL SITE AREA COVERAGE FOR BOTH BUILDINGS EXISTING BUILDING FOOT PRINT = 13,191 S.F. NEW BUILDING FOOT PRINT = 8,088 S.F. TOTAL SITE AREA COVERAGE = 21,279 S.F. PERCENTAGE OF LOT COVERAGE = 16.2% NEW BUILDING DATA: ZONE: PM BUILDING HEIGHT: 35' TYPE OF CONSTRUCTION: VB FULLY SRINKLERED OCCUPANCY: B BUILDING CODE: 2013 CBC LEGAL DESCRIPTION: LOT -6 OF CARLSBAD TRACT NO. 60-34, IN THE CITY OF CARLSBAD COUNTY OF SAN DIEGO STATE OF CALIFORNIA ACCbRDING TO MAP THEREOF NO.I0062. I ASSESSORS PARCEL NO.o21:5-061-0S I PARKING CALCULATIONS EXISTING BUILDING: OFFICE USE 4/1000 EXISTING BUILDING AREA: 27,347 S.F. GROSS AREA TOTAL EXISTING PARKING REQUIRED: 110 SPACES NEW BUILDING: OFFICE USE 4/1000 NEW BUILDING AREA: 15,753.5 S.F. GROSS AREA TOTAL NEW PARKING REQUIRED: 63 SPACES TOTAL PARKING REQUIRED BOTH BUILDINGSo EXISTING BUILDING = 110 SPACES NEW BUILDING = 63 SPACES TOTAL REQUIRED PARKING = 173 SPACES TOTAL PARKING PROVIDED = 175 SPACES TOTAL EXCEEDING REQUIRED= 2 SPACES NORTH SCALE:I"=20'-0" -0 _J -::> a:lo <1: w~ Uc2 -<I: lLU lL 0 • z <( _.1 c._ w ~ r-~ z w ~ (/) z 0 u 0 ""z "'o ·" <tu U;:) .o:: Of-<tcn roz cno c;!U -o:cn u_j _j w s: 0 >-·0 <i_j "' . 00:: z~ _js: WO 0 w >--0:: 0 u "' "' 0 "" NO. REVISIONS DATE BLDG. 917 DEPT. 15 BLDG. 12/3 DEPT. 15 BLDG. DEPT. 16 '-r'""''T"""""':L DO c 0 0 SHEET LLLL AI LL OF -------···-·-· -----------------