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HomeMy WebLinkAboutSDP 2017-0009; CALLAWAY GOLF MAINTENANCE BUILDING; Administrative DeterminationCALLA WA V GOLF MAINTENANCE BUILDING . 5825 DRYDEN PLACE CARLSBAD, CALIFORNIA 92008 5 VICINITY MAP PROJECT SITE w e-rr: 0 z ~ w c:, 0 w u-, <C Q_ pO\NSE11IA LN N E9 NO SCALE OFFICE- 0000 ~ (-, (~~ _J '~J" -.~ --~~-,L CITY OF CARLSBAD Administrative Permit ------ Case No. ,5fJP 2Dl7-(?'ov°j •-:;-1.. h1.,/1<i __ _ Exibit No. f-1 -~ Date ' SYMBOLS AUGN ROOM NAME RCOM NUMBER DOOR NUMBER EXISTiNG DCOR DETAIL REFERENCE SHEET NUMBER DETAIL SECTION P,EFEP,ENCE SHEET NUMBER SECTION REFERENCE SHEET NUMBER EXT. ELEVATION REFERENCE SHEET NUMBER . C I C -~-' ' e... ' /n'\... ,: I ·,~ /xxxj -0 (xxx] lx\r~ r ~ I ' \ , ... ) '--~__----/ FEC c FE ----------~-- INTERIOR ELEVATION PEFEP,ENCE SHEE, NUMBER WALL MATERIAL TYPE WALL NOTE FLOOR MATERIAL TYPE FLOOR NOTE MISC. MATERIAL TYPE TYPE NUMBER KEYNOTE !ND'CATOR WALL TAG FINISH INDICATOR REVISION CLOUD & DELTA NUMBER FIRE EXTINGUISHER CABINET W/ FIRE EXTINGUISHER WALL-MOUNTED FIRE EXTINGUISHER CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT SHEET INDEX SHEET ISSUED ON DATE INDICATED. WITH MODIFICATIONS SHEET ISSUED ON DATE INDICATED, NO MODIFICATIONS A-01 TITLE SHEET A-02 GENERAL NOTES A-05 SI IE PLAN -E)ffSflNG / bEM6-LiT!m~.f - A05b--SITE PLAN -NEW IMPROVEMENTS -- A-2-1 F~OORP[AN & REFLECTED CEi[INCTPLANS A-3f" RO-OFPlAN &-BUICDING SECTION ----- A-41 EXTERIOR ELEVATIONS - •• • -· •• •• , r':c'-t--c:'+-+-+-t-f-t-+ -~ -····-........ , .. -. . . . . ---.. 1 ....,r........,.1:v....._111 ..... __ -=--------___________ -___ -___ + __ +-__ ~-4 1 --1....1--4-1 \ BUILDING DEPARTMENT: APPLICABLE CODES: OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLERED: PROJECT DATA CITY OF CARLSBAD, CALIFORNIA 2016 CALIFORNIA BUILDING CODE 2016 CALIFORNIA MECHANICAL CODE 2015 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA FIRE CODE (WITH LOCAL AMENDMENTS) 2016 STATE OF CALIFORNIA ENERGY CODE 2016 STATE OF CALIFORNIA GREEN BUILDING CODE 2016 STATE OF CALIFORNIA TITLE 24 ACCESSIBILITY STANDARDS PER CBC CHAPTER 3, -U NOTE: TO BE USEC FOR LANDSCAPE MAINTENANCE EQUIPMENT AND TOOLS ONLY SIMILAR TO PREVIOUSLY APPROVED ADJACENT EXISTING BUILDING. PER CBC CHAPTER 5, TABLE 506,2 -V-8 NON RATED -NO: NOT REQUIRED, ~ EXISTING MAINTENANCE BUILDING INFO: OCCUPANCY: u BUILDING TYPE: V-B SQUARE FOOTAGE: +/-960 S.F. SPRINKLERED: NO USE: LANDSCAPE MAINTENANCE PARKING (FOR BOTH NEW AND EXISTING BUILDINGS): ' .. I I )_~ ... ~ J -,C I _ _J )~ .. J ----------------------·tcrtc:,t-,t-rt-,;--,;hj--,} c_o, 1_ GRADING AND DRAINAGE ---------------19 ! ,_ -~ __rfAREA INCREASES: -1 SWPP 01 -STORM WATER POLLUTION PREVENTION ie ii 2 SWPP 02 -STORM WATER POLLUTION PREVEN I ION ie :[ \. CIVIL SHEET COUNT 3 I ..-1 BUILDING AREA: (SECTION 506) ill --NO: NOT REQUIRED. EXISTING ACCESS VIA EXISTING DRIVEAISLES TO REMAIN. EXISTING STANDARD PARKING AND ALL ACCESSIBLE SITE PARKING, PATH OF TRAVEL, CURBS, AND RAMPS ARE TO REMAIN AS IS. NO NEW PARKING OR PATH OF TRAVEL IS REQUIRED UNDER PROPOSED SCOPE OF WORK, ) ... , • }. • A • A • A • J.. • A_ __ ,-.~' I/_; EXISTING BUILDING - '-._,/-~ '-._,/-~ '-._,/-'-._,/--1"-1-~ ALLOWABLE AREA FACTOR (TABLE 506.2): U, NS (NON-SPRINKLERED), 5,500 S.F. [TYPE V-B) U, NS (NON-SPRINKLERED), +/-960 S.F. (TYPE V-B) HAZARDOUS MATERIALS: THIS PROJECT DOES NOT CHANGE OR ADD TO THE ~ <f. a. ' ' ARCHITECT WARE lvlALCOMB 6363 Greenwich Dr #175 San Diego. CA 92122 CONTRACTOR Ar,GELA RYAN P 858.638.7277 F 858.638 7506 PACIFIC BUILDING GROUP 9752 ASPEN CREEK COURT SAN DIEGO, CALIFORNIA, 92126 OWNER CALLAWAY GOLF 2180 RUTHERFORD RD CARLSBAD. CA 92008 ( MATERIAL BUSINESS PLAN (GERS ID I 0364308) OR ECPC > ACTUAL AREA FACTOR: (ELY CALLAWAY PERFORMANCE CENTER) ON FILE FOR ) USE AT THIS LOCATION. THIS BUILDING TO BE USED FOR "' NEW BUILDING - ALLOWABLE AREA FACTOR (TABLE 506.2): ACTUAL AREA FACTOR: U, NS (NON-SPRINKLERED), 5,500 S.F. (TYPE V-8) U, NS (NON-SPRINKLERED), +/-900 S.F. (TYPE V-B) TOOL STORAGE I NON-HAZARDOUS MATERIALS ONLY, NO , _ FERTILZERS OR OTHER HAZMAT TO BE STORED IN THIS NEW BUILDING. / SMOKE/FIRE PROTECTION : EXTERIOR WALLS: CBC CHAPTER 7, SECTION 705.3 BUILDINGS ON SAME LOT, EXCEPTION #1 BEING USED EXTERIOR WALL OPENINGS: CBC CHAPTER 7, SECTION 705,8: 5'-0" CLEAR REQUIRED FOR UNPROTECTED! NON-SPRINKLERED BUlcDINGS. WATER & SEWER DISTRICT: CARLSBAD MUNICIPAL WATER DISTRICT -< - ' -' ' NUMBER OF STORIES: ----------1 :;' ~SS~AR -~ }!ROJECT SCOPE: -- --212-091-05-00 ___ _ ___ _ ____ NEW MAINTENANCE BUILDING:~ CMU LOW WALL WITH CEMENT PLASTER FINISH AT EXTERIOR SIDE ONLY, EXTERIOR WALL ABOVE TO BE EXTERIOR PLASTER OVER METAL LATHE OVER WRB OVER DE"ISGLASS GOLD SHEATHING WITH METAL STUD FRAMING. STRUCTURAL FRAME AND ROOF STRUCTURE TO BE PRE-ENGiNEERED BY NUCOR BUILDING SYSTEMS (UNDER DEFERRED SUBMITTAL). MINIMAL ELECTRICAL, PLUMBING, AND STRUCTURAL ENGINEERING IS REQUIRED. NO HVAC IS REOU!RED OR BEING PROVIDED. NEW SITE WORK: • NEW CONCRETE SLAB ON GRADE WITH FOOTINGS FOR BUILDING • NEW CONCRETE SLAB ON GRADE FOR PATIO TO MATCH EXISTING • NEW TRASH ENCLOSURE WITH PLASTER FINISH AND STEEL GATES • NEW AREA OF DECOMPOSED GRANiTE '3~OUND COVERING '-· J .L """' ,_, tREA OF WORK: BUILDING SITE WORK +/-900 S.F. +/-2,600 S,F, EARTHWORK: NO GRADING IS PROPOSED. ~ ------------- TOTAL +i-3,500 S.F. 'tzoNING: P-M (PLANNED INDUSTRIAL) :rEGAL DESCRIPTION: LOTS 21 AND 22 OF CARLSBAD TRACT NO. 81-46 UNIT NO_ 1, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA.TE OF CALIFORNIA, ACCORDING TO MAP NO. 11287. FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 16, 1985. DEFERRED SUBMITTALS f DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEERS OF RECORD WHO SHALL > REVIEW AND PROVIDE NOTATION INDICATING DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. SUBMITTAL MATERIALS SHALL INCLUDE PLANS, DETAILS AND CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER. CONTP,ACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED PRIOR TO OBTAINING THE BUILDING OFFICIAL'S APPROVAL OF THE SUBMITTAL. I CU'-OM PRE-ENGINEERED STEE_ BUILDING SYSTEM BY NUCOR WHICH INCLUDES THE FOLLOWING, NELS AND RIGID STEE_ FRAME SYSTEM. ---- CONSULTANTS STRUCTURAL ENGINEER PRIME STRUCTURAL ENGINEERS 13272 JACARANDA BLOSSOM DR VALLEY CENTER, CA 92082 ELECTRICAL ENGINEER MPE CONSULTING ELECTRICAL ENGINEERS 16690 WEST BERNARDO DR SAN DIEGO, CA 92127 PLUMBING ENGINEER PERSKY PLUMBING INC 9858 Ci RCA VALLE VERDE EL CAJON, CA 92021 CIVIL ENGINEER SWS ENG!NEERING, INC 261 AUTUMN DR STE 115 SAN MARCOS. CA 92069 --- MµR l 9 2018 rq IPJf\JtiV Golt fYhlM(J\Ct{l(Q J2y,1d'K CITY OF CARLSBAD U Adm!n!,trative Permit Case No, 1SoP 2ul]-D00j ~;;;;·:~~;;""~&/if j ... ... ) ~ ~· ) " y ) < '._, 'co:: ~' ~ ), --<: L_l 2 .. ' _, _, ,~ ' - ,_ i::o 0., -<tl :s -V, w 0 <tl 0., Ck: u <tl u ~ ,._ 0., E -<: E 0 :s 0 ,._ 0 -~ C: Cl V, er::: 0., Cl ~ Cl C: -0 <tl 0., _J LL co 0 _J 0 C\I 0 wm 0<( (9 <(-_J z 0... cc >-zO <( w !:!:: o_J ~ >-<( ccO <( 0 0- _J LO <( - C\I 0) _J co (/) <( LO _J cc () <( 0 -" "' f-t::: rf) :a " rn I-a: ::, <C u-, w :a w w a: w rr: " I u w Cf') I u w z <C __J ~ Q_ I- I-0 ~ w - f-0 <C -o':'- 0 N ~ PA/PM: A.RYAN DRAWN BY.: A.N. JOB NO.: SDG17-6071-00 SHEET A-01 ,.._ ________ ___. 0) 0 0 0 I I"-, ..--- 0 C\I c.. 0 Cf') =I:!: l-o w J 0 0: c.. 1-z w ~ w c.. 0 __J w > w 0 0 <( co Cf') __J 0: <( (_) _J ~ 2 co :::J Cf) w et:: ('.) z et:: w w z ('.) z w ('.) z z z ::5 n. et:: 0 LL 0 w :a :::J Q_ Cf) ~Cf) v- ~"' r:-.:~ """' 09 £,! 0:, "'~ ,:: 0 "'N . ABBREVIATIONS # POUND or NUMBER FDN FOUNDATION RESIL. RESILIENT & AND FIN. FINISH(ED) RGTR. REGISTER (E) EXISTING FL. FLOOR RM. ROOM @ AT FLASH. FLASHING RWD REDWOOD -DIAMETER or ROUND FLUOR. FLUORESCENT 0 DIAMETER FT. FOOT or FEET s. SOUTH CENTERLINE FTG. FOOTING S.C. SOLID CORE ANGLE FURR. FURRING S.C.D. SEAT COVER FUT. FUTURE DISPENSER A.O. AREA DRAIN S.D. SOAP DISPENSER ACOUS. ACOUSTICAL G.B. GRAB BAR S.N.D SANITARY NAPKIN ACT. ACOUSTICAL TILE GA. GAUGE DISPENSER ADj. ADJUST, ADJUSTABLE or GALV. GALVANIZED S.N.R. SANITARY NAPKIN ADJACENT GLASS RECEPTACLE GL. S.S. STAINLESS STEEL AFF. ABOVE FINISH FLOOR mm. GROUND AGGR. AGGREGATE GR. GRADE S.SK. SERVICE SINK AL. ALUMINUM SCHED. SCHEDULE GYP GYPSUM APPROX APPROXIMATE(L Y) SECT. SECTION SH. SHELF H.B. HOSE BIBB SHR. SHOWER ARCH. ARCHITECTURAL H.C. HOLLOW CORE SHT. SHEET ASB. ASBESTOS H.M. HOLLOW METAL ASPH. ASPHALT HDWD. HARDWOOD SIM. SIMILAR HOWE. HARDWARE SPEC. SPECIFIED or SPECIFICATION 8.0.C. BOTTOM OF CONCRETE HORIZ. HORIZONTAL 8.0.D. BOTTOM OF DECK SO. SQUARE HR. HOUR STA. STATION B.0.M. BOTTOM OF MULLION HT. HEIGHT B.0.P. BOTTOM OF PANEL STL. STEEL 8.0.R. BOTTOM OF REVEAL STOR. STORAGE ID. INSIDE DIMENSION STRL. STRUCTURE or 8/S. BUILDING STANDARD INSUL. INSULATION or STRUCTURAL BD. BOARD INSULATED BITUM. BITUMINOUS SUSP. SUSPENDED INT. INTERIOR SYMM. SYMMETRICAL BLDG. BUILDING BLK. BLOCK JANITOR JAN. T&G TONGUE AND GROOVE BLKG. BLOCKING JT. JOINT T. TREAD BM. BEAM T.B. TOWEL BAR BOT. BOTTOM K.O. KNOCK-OUT T.C. TOP OF CURB K!T. KITCHEN TO.C. TOP OF CONCRETE C.B. CATCH BASIN C.G. CORNER GUARD T.O.M. TOP OF MULLION LAB. LABORATORY TOP. TOP OF PANEL C.I. CAST IRON LAM. LAMINATE(D) T.O.R. TOP OF REVEAL C.O. CASED OPENING LAV. LAVATORY T.O.REC TOP OF DEEP RECESS C.O.M CENTER OF MULLION LKR. LOCKER C.0.R. CENTER OF REVEAL LT. LIGHT TO.W TOP OF WALL C.W. COLD WATER T.P. TOP OF PAVEMENT CAB. CABINET M.C. MEDICINE CABINET T.P.D. TOILET PAPER GEM. CEMENT(ITIOUS) M.0. MASONRY OPENING DISPENSER GER CERAMIC MAX. MAXIMUM T.V. TELEVISION CFCI. CONT FURNISHED/ MECH. MECHANICAL TEL TELEPHONE CONT. INSTALLED MEMS. MEMBRANE TER. TERRAZZO CFOI. CONT. FURNISHED/ MET. METAL THK. THICK OWNER. INSTALLED MFR. MANUFACTURER TYP. TYPICAL CLG. CEILING MH. MANHOLE CLKG. CAULKING MIN. MINIMUM U.O.N. UNLESS OTHERWISE CLOSET CLO. MIR. MIRROR NOTED CLR. CLEAR MISC. MISCELLANEOUS UNF. UNFINISHED CNTR. COUNTER MTD. MOUNTED UR. URINAL COL. COLUMN MUL. MULLION CONG. CONCRETE VERT VERTICAL CONN. CONNECTION N. NORTH VEST. VESTIBULE . CONSTR CONSTRUCTION N.LC. NOT IN CONTRACT CONT. CONTINUOUS N.T.S. NOTTO SCALE W. WEST NO. NUMBER W.C. WATER CLOSET CONTR. CONTRACTOR W/ WITH NOM. NOMINAL CORR. CORRIDOR W/0 WITHOUT CPT CARPET WD. WOOD OA. OVERALL CTR. CENTER WP WATERPROOF CTSK. COUNTER-SUNK O.C. ON CENTER 0.0. OUTSIDE DIAMETER WSCT. WAINSCOT D. DEEP OBS. OBSCURE WT. WEIGHT OFCI. OWNER FURNISHED/ D.F. DRINKING FOUNTAIN CONT. INSTALLED 0.0. DOOR OPENING OFF. OFFICE D.S. DOWNSPOUT OFOI. OWNER FURNISHED/ D.S.P. DRY STANDPIPE OWNER INSTALLED DBL. DOUBLE OPNG. OPENING DEPT. DEPARTMENT OPP. OPPOSITE DET DETAIL DIA. DIAMETER P.C. PRECAST DIAG. DIAGNONAL P.J. PANEL JOINT DIFF. DIFFUSER P.LAM. PLASTIC LAMINATE DIM. DIMENSION P.T.D. PAPER TOWEL DiSP. DISPENSER DISPENSER DN. DOWN P.T.R. PAPER TOWER DR. DOOR RECEPTACLE DWG. DRAWING PL. PLATE DWR. DRAWER PLAS. PLASTER PLYWD. PLYWOOD E. EAST PR. PAIR E.J. EXPANSION JOINT PT. POINT E.P. ELECTRIC PANELBOARD PTN. PARTITION E.W.C. ELECTRIC WATER COOLER Q.T. QUARRY TILE EA. EACH EL. ELEVATION R RISER ELEC. ELECTRIC(AL) R.D. ROOF DRAIN ELEV. ELEVATOR R.0. ROUGH OPENING EMER. EMERGENCY R.W.L. RAIN WATER LEADER ENCL. ENCLOSED or RAD. RADIUS ENCLOSURE REF. REFERENCE EQ. EQUAL REFR. REFRIGERATOR EQPT. EQUIPMENT REINF. REINFORCE(D) EXP. EXPANSION REO. REQUIRED EXPO. EXPOSED EXST. EX!STING EXT. EXTERIOR F.A. FIRE ALARM F.B. FLAT BAR F.D. FLOOR DRAIN F.E. FIRE EXTINGUISHER F EC. FIRE EXTINGU!SHER CABINET F.H.C. FIRE HOSE CABINET F.0.C. FACE OF CONCRETE F.O.F FACE OF FINiSH F.0.M. FACE OF MULLION FO.SH. FACE OF SHEATHING F.P. FIREPROOF F.S. FULL SIZE . . --------------------------- . GENERAL GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL. INDUSTRY AND PROJECT-SPECIFIC REQUIREMENTS AND STANDARDS INCLUDING WITHOUT LIMITATION OF THE FOLLOWING: A. ALL APPLICABLE BUILDING CODES B. ALL APPUCABLE SPECIALTY CODES INCLUDING THE MOST CURRENT ISSUES AND SUPPLEMENTS C. THE PRO:ECT MANUAL AND ASSOCIATED SPECIFICATIONS D. THE MANUFACTURER'S REQUIREMENTS OR RECOMMENDATIONS E. ALL APPLICABLE LANDLORD BUILDING STANDARDS 2. IN USING THESE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, ALL CONTRACTORS ARE REQUIRED TO REVIEW AND TREAT THEM AS A WHOLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT THEIR PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICABLE TO OTHER TRADES OR IN DOCUMENTS PROVIDED BY OTHER MEMBERS OF THE PROJECT DESIGN TEAM. UNLESS EXPRESSLY PROVIDED OTHERWISE, THE INTENT IS TO INCLUDE ALL LABOR, MATERIALS, PRODUCTS AND SERVICES NECESSARY OR APPROPRIATE FOR THE COMPLETED PRO:ECT AS CALLED FOR OR REASONABLY IMPLIED FROM THE PLANS AND SPECIFICATIONS PROVIDED BY THE PROJECT'S DESIGN TEAM. IN CASE OF CONFLICTS OR OMISSIONS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER OBTAIN DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER. OR OTHERWISE TO APPLY THE MORE STRINGENT OR COSTLY STANDARD. 3. IN INTERPRETING THESE PLANS. THE FOLLOWING GENERAL RULES APPLY: P,. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS 8. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS C. WORK NOT PARTICULARLY SHOWN OR SPECIFIED SHALL BE THE SAME AS SIMILAR PARTS THAT ARE SHOWN AND SPECIFIED D. WORK SHOWN AS "NIC" IS FOR REFERENCE ONLY AND THE RESPONSIBILITY OF THE CONTRACTOR ONLY TO THE EXTENT THAT THIS WORK MAY REQUIRE SOME REASONABLE PROTECTION OR COORDINATION EFFORTS. 4. THESE PLANS AND SPECIFiCATIONS ARE INTENDED TO REPRESENT ONLY THE FINISHED CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION AND DEMOLITION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES INCLUDING ANY AND ALL SAFETY PRECAUTIONS AND PROGRAMS. AND SHALL iNDEMNIFY TO THE FULLEST EXTENT ALLOWED BY LAW THE OWNER AND THE PROJECT DESIGN TEAM FROM AND AGAINST ANY AND ALL RELATED CLAIMS AND LIABILITY. 5. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY-STANDARD LEVEL OF QUALITY AND DETAIL, AND THEY ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR INFORMATION (RFls). ERRORS AND OMISSIONS ARE TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS ARE REQUIRED TO CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF AN APPROPRIATE OWNER REPRESENTATIVE IN A TIMELY MANNER: AND ANY CONTRACTOR WHO FAILS TO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY CONSEQUENCES. 6. SCALED DIMENSIONS SHOULD BE CONSIDERED ONLY APPROXIMATE: AND IN ANY EVENT ALL CONTRACTORS PROCEED AT THEIR OWN RISK IF THEY FAIL TO VERIFY AND FIELD MEASURE DIMENSIONS BEFORE PROCEEDING WITH ANY AFFECTED PROCUREMENT, FABRICATION OR CONSTRUCTION. 7. PLANS ARE TO BE CONSIDERED DIAGRAMMATIC IN NATURE AND INTENDED ONLY TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO DEPICT SPECIFIC LOCATIONS. 8. CONTRACTOR RFl's ARE INTENDED TO OBTAIN INFORMATION NOT AVAILABLE FROM THE PLANS AND SPECIFICATIONS. RFl's WILL NOT BE PROCESSED THAT CAN BE ANSWERED BY A REVIEW OF THESE DOCUMENTS. THAT REQUEST DIMENSIONS THAT CAN BE OBTAINED FROM THE PLANS BY MATHEMATICAL CALCULATION THAT ARE IN EFFECT A SUBSTITUTION SUBMITTAL, OR THAT SEEK DIRECTION CONCERNING CONSTRUCTION MEANS AND METHODS OR SAFETY PRECAUTIONS WHERE APPROPRIATE, RFl's SHOULD BE SPECIFIC AS TO WHICH PORTION OF THE PLANS AND SPECIFICATIONS NEEDS CLARIFICATION. AND WHAT INFORMATION IS REQUIRED. 9. NO DEVIATIONS OR OMISSIONS FROM THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS PROVIDED BY THE PROJECT'S DESIGN TEAM ARE ALLOWED WITHOUT THE EXPRESSED AUTHORIZATION OF AN APPROPRIATE OWNER REPRESENTATIVE, AND THE RESPONSIBLE CONTRACTOR WILL INDEMNIFY AND HOLD HARMLESS THE OWNER AND THE PROJECT DESIGN TEAM FROM AND AGAINST THE CONSEQUENCES OF ANY UNAUTHORIZED DEVIATIONS OR OMISSIONS. SUBSTITUTION SUBMITTALS WILL BE CONSiDERED ONLY IF THE PROPOSED SUBSTITUTION IMPROVES THE QUALITY OF THE PROJECT TO THE OWNER; AND IN NO EVENT WILL THE OWNER BE REQUIRED TO AUTHORIZE A SUBSTITUTION THAT IS NOT EQUAL IN QUALITY TO WHAT IS SPECIFIED. 1 0 DESlGNIBUILD CONTRACTOR SUBMITTALS WILL BE REVIEWED BY THE PROJECT DESIGN TEAM, iF AT ALL, ONLY FOR CONFORMANCE WITH THE AESTHETIC ASPECTS AND MAJOR SPACE LIMITATIONS OF THE PROJECT; AND EACH DESIGN/BUILD CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING A. PREPARING ALL THE ENGINEERING AND OTHER DRAWINGS AND SPECIFICATIONS FOR THE COMPONENTS OF ITS DESIGN/BUILD UNDERTAKING. B. COMPLYING WITH THE PROJECT'S REQUIREMENTS AND SPACE LIMITATIONS. C. COORDINATION AND INTERFACING WITH OTHER TRADES AND CONSULTANTS. D. OBTA!NING ANY REQUIRED OR APPROPRIATE APPROVALS FROM AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. E. HAVING THEIR DESIGN CONSULTANTS SERVE AS THE PROFESSIONAL OF RECORD FOR THE PORTIONS OF WORK WHICH THEY DESIGN. 11. AT THE CONCLUSION OF THE CONSTRUCTION, EACH PRIME CONTRACTOR SHALL PROVIDE SUCH WRITTEN CERTIFICATION TH.~T THE CONSTRUCTION HAS BEEN PERFORMED IN COMPLIANCE WITH THE PROJECT'S APPROVED PLANS AND SPECIFICATIONS AS THE BUILDING OFFICIAL WITH JURISDICTION OVER THE PROJECT MAY REQUIRE. OR AS THE OWNER MAY REASONABLY REQUEST. 12. VERSIONS OF THESE PLANS PROVIDED IN ANY ELECTRONIC FORM ARE SUBJECT TO THE SAME PROVISION AS THE OTHER INSTRUMENTS OF SERVICE PREPARED BY OR ON BEHALF OF THE PROJECT DESIGN TEAM, INCLUDING WITHOUT LIMITATION THEIR COMMON LAW, STATUTORY OR OTHER RESERVED RIGHTS. INCLUDING COPYRIGHTS. A RECIPIENT IS GRANTED AT MOST A TRANSFERABLE NONEXCLUSIVE LICENSE TO REUSE THE PLANS SOLELY FOR PROJECT PUP.POSES: AND NO RECIPIENT IS AUTHORIZED TO USE OR TO ALLOW THE USE OF ALL OR ANY PORTION OF THESE PLANS FOR ANY OTHER PURPOSE, AND ANY OTHER USE FOR ANY OTHER PURPOSE COULD CONSTITUTE ACTIONABLE PLAGIARISM. ANY ELECTRONIC DOCUMENTS WILL BE PROVIDED IN THE RESPONSIBLE DESIGN PROFESSIONAL'S STANDARD FORMATS AND CONVENTIONS AND WITH NO GUARANTEE OF THE ABSENCE OF VIRUSES OR OTHER HARMFUL MATERIAL, OR OF COMPATIBILITY WITH ANY RECIPIENT'S SOFTWARE OR HARDWARE SO THAT ANY USE WITH OR CONVERSION TO THE OTHER FORMS OR CONVENTIONS, OR THE USE WITH ANY PARTICULAR SOFTWARE OR HARDWARE, IS AT THE RECIPIENT'S SOLE RISK. . CAUTlON. IF iHlS SHEET IS NOT 24··x3s·· ;: iS A FiEDJCCD PRiNT PROJECT NOTES JOB SITE NOTES 1. WHERE EXISTING TENANTS/BUSINESSES ARE ADJACENT TO THE JOB SITErTENANT, THE CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE· EXTREMELY NOISY CONSTRUCTION SHALL OCCUR AT NON-TYPICAL BUSINESS HOURS CONTRACTOR SHOULD NOTIFY BUILDING REPRESENTATIVE OF SPECIAL CIRCUMSTANCES IN ADVANCE PRIOR TO WORK. 2. THE CONTRACTOR AT HIS OVIN EXPENSE, SHALL KEEP THE PROJECT AND SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF HEAL TH. 3 CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE SITE. THE CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE OF THE LOCATION OF DISPOSAL SITES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB AFTER ITS COMPLETION. WHERE APPLICABLE. CLEANING SHALL INCLUDE. BUT NOT BE LIMITED TO. THE EXTERIOR AND THE INTERIOR OF THE BUILDING, THE PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, LOBBIES, AND CORRIDOR CARPETS. 5. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED PER STATE AND LOCAL CODES. 6. IF TRENCHES OR EXCAVATIONS E'-8" OR MORE IN DEPTH ARE REQUIRED, OBTAIN ISSUANCE OF A BUILDING OR GRADING PERMIT. 7. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING WHICH DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND STATE & COUNTY REQUIREMENTS. B. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN AIR GRILLES. DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING AIR DISTRIBUTION SYSTEMS. 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 1 D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. DRAWING NOTES 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS SHALL BE TO FACE OF CURB, FACE OF CONCRETE OR MASONRY, FACE OF FINISH OR CENTERLINE OF GRIDS. 2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB, U.O.N. 3. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED FROM DRAWINGS. LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 4. THE TERM "ALIGW, AS USED IN THESE DOCUMENTS. SHALL MEAN TO ACCURATELY LOCATE FINISHES IN THE SAME PLANE. 5. "TYPIC1\L" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N. 6. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N. 7. COLUMN CENTERLINES (GRID LINESi ARE SHOWN FOR DIMENSIONING PURPOSES. 8. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DE! AILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN THE SAME BUILDING. INTERIORIEXTERIOR NOTES 1. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, DUCTS, PIPING, DOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS, SLABS, FLOORS, STRUCTURAL FRAMING, VIALL PARTITIONS, CEILINGS, ETC., IT IS REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK. ANY CONFLICT OR DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. 2. CONTRACTOR, ALONG WITH MECHANICAL CONTRACTOR, SHALL PROVIDE AND LOCATE ACCESS DOORS/PANELS IN WALL & CEILING CONSTRUCTION AS REQUIRED TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER, PLUMBING & ELECTRICAL WORK. CONTRACTOR SHALL SUBMIT A PLAN OF ALL PROPOSED ACCESS PANEL LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 3. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN RATING. 4. WHERE OCCURS. CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR CEILINGS AS NEEDED TO REFURBISH THE LEASE SPACE AND REPAIR ALL DAMAGES CAUSED BY CONTRACTOR. 5. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO STATE & LOCAL CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE DENSITY RATINGS FOR FINISH MATERIALS. 6. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE OZONE DEPLETING COMPOUNDS. 7. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS-FREE. • > .. ---. -, .a 2 _, -> L ,- ;.~ = -- I :S:, '' ,, ' ' - '' T ,. _, I ' -:,,. '' ~ l •.· "' ' ' ~ u ,_, ~ ,_ T '--' 1--· f- I.·.! -·~ ,, ,.:,;, .U '--' ,-- < ~, ' .a _, l ' ' - -,- u ~ <I) ..., <IS ~ ..., V, w 0 <IS <I) 0:: u m u ~ ,_ <I) E ~ E 0 ~ u ,_ 0 -<:: µ:l O"I <I) ~ <I) 0 ~ O"I <:: -0 <IS <I) _j LL 00 0 _J 0 C\J 0 w CJ) () <( CJ <(-_J z 0.. a: >-zO <( w~ o_J $ >-<( a: () <( oo~ __J LO <( C\J co __J OO(J) <( LO _J a: 0 <( () -" <( f- Cf) f- rn 2 w " OJ a: :::, f-<( rn 2 w 0 w a: a: " z 0 w ...J I 0 <( z 0:: <( -" w D.. z 0 ~ w w . f-0 CJ <( . o;" 0 '" ~ PA/PM: I A. RYAN ' DRAWN BY.: A.N. JOB NO.: SDG17-6071-00 ,__,=:;..._...;:::=. __ __, ------··-· -----------------·----- ....J ;:: f-- 2 co ::J Cf) l1J 0:: (.') z 0:: l1J l1J z (.') z l1J (.') z z z '.) 0.. 0:: 0 LL 0 l1J 2 ::J D..Cf) oCf) o- ;;;<D r:..:~ rot') 09 £,a:, ro~ ,::o "'N -\ \ \ EXISJINQ."_. ------~ \ PROR£RTiY LINE I \ \ . I \ \ I ' ' ' --";-~ ----;:-1 ·-\-·-. .. --.\_, ' \ I ----I:--,-· \\\ ;;7 \ \ \ \ \ / / i ;1 \ i __ \ _ \ _I/ I_ i I ___ /; ___ ~1, __ '\/ ---\ ---\ __ ___!.'. =---_, _,' __L_ -_____L --', --\ /.':._/' /. '\ ', .: \ -~--,,1 :,: • f ... ... ------) -----_::::-_:::;;---- ,i I i I @ '1 ' ' ' I \ / ' / / \ I \ I \ I I I I, /~ J ·:· J I~·-· • •• , ' . \ \ / I \ \ \ !; \ \ ' \ \ \; // \ \1\,'1 \ \ \ // \ \ ' '/ ' '•.,' 'I I I, L--'--"---'--~ \ I , J~.X15]1Nf7 ---I.--'~~-L ~'----'----'";:P,ROPERTY.LINE 1 11 =401 L_L l ___ L ---~-----------· ---·----J 0 20' 40' 80' 200' \ / \ i ___ _j_J. ___ -- EXISTING 1-STORY · BUILDING (LANDSCAPE MAINTENANCE) N.I.C -' I ' I \ ~ "--' ',~ NOTES o 002 EXISTING CONCRETE SLAB TO REMAIN. -' 'I ill !• " I ' ' i '1 I '1 .c.-L- ' I ' ' ! I I I I ' I I ' '; ,1 11 11 I ,, \ I ,___, ' I I I ' 017 EXIST!NG DRIVEWAY WITH CURB CUT TO REMAIN. 026 EXISTiNG TRANSFORMER TO REMAIN. 035 DEMO EXiSTING CMU ENCLOSURES. / / / . . . I .. ... ' ' \ \ \ ' I ' .. ·: .. 036 DEMOLISH ENCLOSURE AND SAVE COMPRESSOR FOR RELOCATION. P.ATCH AND PAINT EXISTING WALL AS REQUIRED. 039 EXISTING SLIDING GATE TO REMAIN. 044 EXISTING GAS METER TO REMAIN. 045 EXISTING ELECTRIC METER TO REMAIN. 047 EXISTING TREE TO REMAIN. VERIFY LOCATION IN FIELD AND PROTECT DURING CONSTRUCTION. 049 EXISTING ROOF LADDER TO REMAIN. 050 EXISTING EYE WASH STATION TO BE DISCONNECTED AND SAVED FOR RELOCATION. CAP PLUMBING AS REQUIRED. 052 EXISTING IN-GRADE WASH DOWN DRAIN TO REMOVED CAP AND PREP FOR NEW LOCATION 058 EXISTING DRIVING RANGE (NIC). 059 EXISTING '5825' BUILDING ADDRESS NUMBERS TO REMAIN AS IS. 060 EXISTING KEY LOCK BOX TO REMAIN. 061 HATCHED AREA INDICATES EXISTING CONCRETE SLAB ON GRADE TO BE DEMOLISHED. PREP GRADE FOR NEW STRUCTURE AND SLAB WITH FOOTINGS. .. .. CAUTlON: ir THIS SriEET iS NOT 24''x36' iT IS A Rc:DUCED PRINT D '' ',I EXISTING PROPERTY LINE D -~I ____ P_R.fOlslPE:S:Ril/jTYt!N-E~I -------I / I / / I '1 I, I I I I I i~( ' \ ', I \ \ \ \ \ ' \,, '1, ', I , \ \\. \ \ \ \ I '1 \ \ I I ' ' ,, \ \ \ \ ', I I ,Ji ! I I 'I ' ',, i I / ' i ;--,---+-- '· ,' ,, ~ --~ -~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ' -...... _______ O_V_E_R_A_L_L_S_IT_:-!-E.~-,~-~-, ~(DNffi ' \ '.\ \ \ ', \ +-~---r---~-----\ --, I \ \ \ I ' I I_ I f--~ ....\..__i._ -- 0 0 N] i l'I= 20' lL~I ~ 0 10' 20' \ \ I ---L__ 40' --------------- l____ -- +/-54'-0" 9 in N I \ \ \ I \ \ \ \ \ -7 /--- \' \ \ _ \ \:: ~---~" ----,-- ~ \ \ \ --\--- . Ii, · I ' ~ 060 \ \ \ \ ,- ' ,, 'I I, I ' I, -(' ' \ II/ / / \v/ I \ \ I I I \ \ I I ~ \ I \ ', \ ~ I I I ' I I 1 I ' i : I 'i ,1 '1 " I I / / D / \ / / --\- \ \ I I I / \ I I I I -~ ____ SI_T_E_P_LA_N_-_E_X_IS_T_IN_G_/_D_EM_~-~-T~-S-~-.~®2 NW 100' \J7 --------------------------------------------------- ,,_J ~ LO -,, - '- ~ " L 'c;: ,, ,. « _,_ -- = ~ - 0 c-: T _- T ' ·,:, ,, '' _, :i; - ' T -.,' "'- ' ~ ,, - ~ -. -,- -_, ,, ' -' -u ' -, -' ,_,_, I ~ L, I ~ ,, ~· --( ~::;: .·, ,, T ~ (I) +-' <ti ~ +-' "' UJ 0 <IS (I) a,: u <IS u ,._ ~ OJ E -< E 0 ~ u ,._ 0 -C µJ O> "' ~ OJ 0 ~ O> C -0 <ti OJ __..J LL co 0 _J 0 C\I 0 w (J) ()<( C) <(- _J z >-a_ a: zO <I: w~ o_J $ >-<( a:O <I: 0 0- _J L() <( (\J O'.) _J co Cf) <I: L() _J a: () <( () ~ (/) " IT ~~ <( oe w IT <( "" __J u 0... ~ w (' I--.,:. C/)5 w f-<( ~ 0 PA/PM: A.RYAN ---------- DRAWN BY.: A.N. -· JOB NO,: SDG17-6071-00 SHEET A-05 0) 0 0 0 ' I'----,- 0 C\.! o._ 0 Cl) =I:!: l-o w 7 0 a: 0... f-z w ~ w 0... 0 __J w > w 0 0 <( o:::i C/) __J 0:: <( 0 --' ~ 2 (D :::J U) w D'.'. G z D'.'. w w z G z w -G z z z <( --' o._ D'.'. 0 LL 0 w oe :::i G_U) NU) o- o,<D i--:"";'" "'C') 09 £:'co "'~ ,::o c:>N -\ \ \ \ \ I \ . I ' \ \1\\\,1 ' ' -L_ ~ ~--+ ---\ \ __ \_/ - -"--,___ "c---_ --\------__ \_I ----\ __ \ -__ :,._, - '-.. ' \ ' ------""-,-" ----\------,;;---------- ' ------------,---'CC-_,_ -.~ -\ " '-----"-', ------'-.. --.! --------" --" --, EX!STIN.G. ,.,,.-.,,-,--,-~-,---,- PROFl'ERT/{ LINE \ I / \ I I // \ \_ / _/ -·--/ /_ \ \ i \_ - ___ / __L_ -// . -,, _\, --\ \ I ' ' I 'n 162 ° ' ' \ : -~-' .'u ---1------ • ._\_,___V - o: -------------~ --- --------_::;:::---- --- ---------::..___ I ' i I I I ' I I ' ' \1 \/ .LL'--'--'---'----'- 111 =401 I _l I 0 20' 40' I I I I ' ' \ \ ' \ \ \\ ~ / .. -:· \ ' .. ' 1;: / ~/ \ \ I ; I \ \ I / ' I \ \ // \ . I\, ! ' i I ' \/ EXISTING 1-STORY BUILDING [LANDSCAPE PROPOSED BUILDING AND SITE WORK MAINTENANCE) ___________ N.L~ \ \ \ I I/ \ \i \ f /; ----'---~~-i -I \ -~""'"="""~NG~:::-----~'----'-----'>-;::P'ROPERTY LINE 80' 200' ' ~ ~ I~ -r(' ' i, I', I 11 ·1 !I I 0 --1 1 , 1 ', --1 ', I/ I ,' ' I I, \ I I / I I ',,, I I' ' ' \ / ; / 1 I I 11 "< 11 \ 'I 1: ,, ',' '' 11 , '-1 'I ,, <='r="F"= )r~,~,~~~~=l:-~1~\{,i~LJ I -I \_ • • ---I - \ ' \ ' I ,/ \ I ' I ' ' / \ ' I i ~ '1 I / , ____ lL L ... ---- '1 I I_ ', ', I I,, i,I ~ !.,:-;----~-=. .. ' .. \ ·:.-. ~ EXISTING PROPERTY LINE ~ (J . . 0 G. I PROPERTY LINE, I I I ' I I I I I I ' I I i I I I I ' I / I / ' I ' ' ' I ' I I / ' -u -- ----- --- I~ I I I Ii I ? I I I I ! I I /1 I EXISTING PROPERTY LINE NOTES o SEE s,r=;:T A0.2 FOR GENC9AL NOF:S 008 NEW AREA OF PERMEABLE DECOMPOSED GRANITE GROUND COVER. VERIFY DIMENSIONS OF AREA TO BE COVERED WITH OWNER IN FIELD. 018 EXISTING MOTORiZED ENTRY GATE TO REMAIN 021 PROVIDE NEW PRE-ENGINEERED METAL BUILDING BY NUCOR BUILDINGS OR EQUAL ON CONCRETE SLAB. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION, 025 NEW CONCRETE SLAB ON GRADE WITH SCORE LINES AND EXPANSION JOINTS TO MATCH EXISTING. 041 NEW 6'-0" HIGH CMU TRASH ENCLOSURE WITH PAINTED DOUBLE METAL CORRUGATED GATES. 047 EXISTING TREE TO REMAIN. VERIFY LOCATION IN FIELD AND PROTECT DURING CONSTRUCTION. 054 NEW HOSE BIB LOCATION. VERIFY EXACT LOCATION WITH OWNER 055 NEW EYE WASH LOCATION, PROVIDE WATER LINE AS REQUIRED TO CONNECT AT EXISTING MAINTENANCE BUILDING. 056 NEW IN-GROUND WASH DOWN DRAIN LOCATION. VERIFY EXACT LOCATION WITH OWNER / ', 0 ' ' ' :,_-, ', C--J \ \ ' ' 9 1-\ I -,..., ,,,... \' :e ff) 9 LU 0 a: w 5 , rtF AREA OF NEW CONCRETE SLAB ON GRADE AREA OF NEW PERMEABLE DECOMPOSED GRANITE GROUND COVER MATERIAL I I I I I I I ' I I I -1 ' I I i I I I -1 •• ! ••• ·---!3 .. .1... ... -----·----··-,-L n I \ \, ', ' I ' '1, I I II~ CAUTION: ' I ' : 'I '1,1' IF Ti-ilS ShCCT IS 1\JOT 24"x36" lT IS A REDUCED PRlf\iT ,, ,::::; -, I _ _J 1--- I:_ ' I -, ;::, - ' ' ' ~ T , ' l._l -- r:o ~ 0 u .....:l < ~ ~ ~ ~ LL .;!l f1l +' V) w f1l QJ o,;: f1l u ,._ QJ E E 0 u ,._ .E C: Cl V) QJ 0 Cl C: ·-"O f1l QJ _J co 0 _____ Q_V_E_R_A_L_L_S_IT_~-c~-E•L_1 _~-4~-,-CDNffi _J 0 C\I 0 W°' () <( \ \ \ \ \ i \ I \ \ \ 67'-0'\ \ \ A2.1 ' \ \ ---\ ' ' ' ' I '\ >, / ' ' ' -,,'t-', \ " ', \ -----' \ \ ' ', ,\ -1 \ ;, I I I r1 \ \ \ \ I I -o,o r-':0 :P ...( 00 i I I ' ' "' I \ \ \ \ \ / .....-, ' I \ \/ \ \, \ I ! / I ,_,_; ~ "' ~ -'-;:;-;. T -' ~ w -;;:: ,_ ' c -· ,...J-; -- CJ <(-_J z >-0.. a: zO <( w !::!:: o_J $ >-<( a:O <( Oo~ _J LO <( C\I en _J co (j) <( LO _J a: () <( () -" <( f--.~ t:: (f) 2 '<'. CD a: ::, (/) ti <( (/) zw LJJ a: Z._, a: '<'. 0 <( "" LJJ ~~ I 0 z <( -" 0.. I-u -o 0 -(f)~ LJJ ' f--;; <( . -0~ 0 N - PA/PM: A.RYAN DRAWN BY.: A.N. JOB NO: SDG17-6D71-00 SHEET 1"=20' IL! --ENLARGED,PARTIAL SITE PLAN SITE IMPROVEMENTS A-05b ® Nffi ~ ' -~ 0 10' 20' 40' SCALE• 1" = 20'-0" 'C ' ' ,::::. --------· --------- 0) 0 0 0 I I'--,- 0 N a_ 0 (f) =1:1:: l-o w ---:, 0 0: a_ 1-z w ~ w a_ 0 _j w > w 0 0 <( OJ (f) _j 0: <( 0 ...J ~ 2 co :J (f) w Cl'. (.'.) z Cl'. w w z (.'.) z w (.'.) z z z ::s a_ Cl'. 0 LL 0 w ::,:J O..(f) v (f) ~- ;;<0 ~-;- ro er, 09 £,00 ro~ ,::o °'"' 0 0 l _xl --=1-- ,_ \ ---;-' -,-i-r 9 0 "' ---@i] NEW LANDSCAPE MAINTENANCE BUILDING i 'B 3'-7'' cp 0--- ©---1 cb TYP. 8'-0" F __f ----7 '-0" 30'-0" ~ . \ (OH2) F.E. 8'-0" 2'-1" 3'-0" 2'-4" 5'-0" 32'-0" CLEAR EXISTING BUILDING & FLOOR PLAN ___________________________________________________________ S_C_A_L_F_: -1/-4'-' =-1-'--0'-' ----,CD NEB 0 ·---------~-------------lf--------------~ ------ l Fl 5'-i O" 8'-4" j __ -::__-_-_ !'l_ II F J 8'-4" Fl ---Jjfijf-------- :1 1 •- 5'-1 O" r : ' L : . f ' ii ,. ' r 1 i I ----i' ,, ,, I I ' ' ,. I ' ' F1 " 'l_ ® _J__ J _ _ I_ 0 __________________ R_E_F_L_EC_T_E_D_C_E_IL_IN_G_SCAL-~~-g~-~-, -a® NEB CJ z C c! :0 OJ CJ zl f-- CJ) CJ l GENERAL NOTES FLOOR PLAN 1. SEE :,HEET A0.2 FOR ADDITIONAL GENERAL NOTES. 6. CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS AND PROVIDE SAID DOCUMENTATION TO TENANT CONSTRUCTION COORDINATOR OR .~RCHITEGT UPON COMPLETION. 7_ CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS (IF ANY) AND NOTIFY ARCHITECT OF ANY DISCREPENCIES. 8. CONTRACTOR TO INCLUDE ALL FLOOR PREPARATIONS IN BASE BID. REFLECTED CEILING PLAN 1. SEE SHEET A0.2 FOR ADDITIONAL GENERAL NOTES. CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 203 204 205 206 PROVIDE EMERGENCY SHOWER HEAD AT EXTERIOR. VERIFY HEIGHT WITH OWNER AND SEE PLUMBING DRAWINGS. PRE-ENGINEERED RIGID STEEL FRAME SYSTEM BY NUCOR BUILDING SYSTEMS (UNDER DEFERRED SUBMITTAL). PROVIDE WALL MOUNTED FIRE EXTINGUISHER WITH BRACKET. OPEN TO STRUCTURE ABOVE. CEILING LEGEND 0 ' 8'-0" LONG SUSPENDED LED LIGHT FIXTURE wl PROTECTIVE CAGE. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. LED EXTERIOR WALK PAK LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. WHIRLYBIRD WIND TURBINE WI MILL FINISH. SEE ROOF PLAN. WALL-MOUNTED EXIT SIGN WITH BATTERY BACKUP, SHADED QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE DIRECTIONAL ARROW AS INDICATED. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. CEILING MOUNTED JUNCTION BOX, FINAL LOCATION TO BE VERIFIED BY OWNER. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. LEGEND ~ INDICATES AREA NOT IN CONTRACT (N.I.C) +1-48" HIGH MASONRY BASE WALL WITH CEMENT PLASTER FINISH AT EXTERIOR SIDE ONLY. EXTERIOR WALL ABOVE TO BE EXTERIOR PLASTER OVER METAL LATHE OVER WRB OVER DENSGLASS GOLD SHEATHING WITH METAL STUD FRAMING. STRUCTURAL FRAME AND ROOF STRUCTURE TO BE PRE-ENGINEERED BY NUCOR BUILDING SYSTEMS (UNDER DEFERRED SUBMITTAL). SEE STRU TURAL ORA INGS FOR ORE INFO MATION DOOR TYPES NOTE: PAINT ALL DOORS AND FRAMES TO MATCH P-1 FIELD COLOR. SEE EXTERIOR ELEVATIONS. / " ,, 1, !I 'I I, p ,, 'I I, ,, ,, !I ij i' ,I " II " " !I " " !I II !I ;, ' ' ' DOOR NOTES BUTT HINGES: i I --~ ,, 3'-0" X 8'-0" HOLLOW METAL DOOR FRAME: PAINTED HOLLOW METAL HARDWARE: 3 EA HINGES 1 EA EXIT DEVICE 1 EA CYLINDER 1 EA CLOSER 1 EA PERIMETER SEAL 1 EA BOTTOM DRIP 1 EA THRESHOLD 1 EA LOCK GUARD 1 EA HVY DUTY FLOOR STOP @) 8'-0" X 8'-0" MANUALLY OPERATED GRADE LEVEL ROLL-UP DOOR WI FACTORY PAINTED FINISH. FRAME TO BE SURFACE MOUNTED TRACK ASSEMBLY. HARDWARE: I EA SLIDE BOLT 1 EA PAD LOCK 1 EA CHAIN OPERATED SOSS-STANDARD WEIGHT, PLAIN BEARING, STEEL HINGES OR APPROVED EQUAL. ALL EXTERIOR OUTSWING DOOR BUTTS SHALL BE MADE OF NON-FERROUS MATERIAL AND SHALL HAVE STAINLESS STEEL HINGE PINS. VON DUPRIN 99 SERIES PANIC DEVICE OR APPROVED EQUAL CLOSING DEVICES: NORTON 8500 BF SERIES OR APPROVED EQUAL STOPS: TRIMCO W1200 SERIES DOOR STOP SLIDE BOLT AND PAD LOCK: INSTALL SLIDE BOLT ABOVE LEVEL OF DOOR GUARD ~ -, ' -,· " ,~ ,, I , __ I ·J: ._-, l ·'·' " - _, -" ., .:D ,_,, 2 .:.,:_, < ~ ., 8 ,_ ,_ .0:: ~, -' ' .-,_ l -· _, -'·' - w ~L _,_ etc ,~ - ' l '. ' -., ,_ "' C • C ' ' T C ~ (I) +-' rtS ;2 +-' 1/) w 0 rtS (I) ct:: u rtS u ,._ ~ (I) E < E 0 ;2 u ,._ 0 -C ~ C'I 1/) o:=: "' 0 ~ C'I C -0 rtS (I) _J "' 0 "' " 00 "' "' 00 "' 00 CL LL co 0 _J 0 C\I 0 wen () <( CJ <(-_J z 0.... a: >-zO <( Wu_ o_J ~ >-<( a:O <( 0 0- _J LO <( C\I a) _J OOU) <( LO _J a: (_) <( () ~~ _J <t f--t: CJ) 2 '<' CD -a: ::, Zu "' CJ) 2W w a: <Cc ~f ~c ~~ - "~ ~ Ou 0 ~u -w ,-' f--0 <t . LI D ;': Cl 0 N - PA/PM: A. RYAN DRAWN BY.: A.N. JOB NO.: SDG17-6071-00 SHEET A-21 .,_ ___________ .. O") 0 0 0 I I'-..--- 0 C\I 0.. 0 CJ) :j:j:; I- 0 w -::, 0 0: 0.. I-z w ~ w 0.. 0 _j w > w 0 0 <( co CJ) _j 0: <( 0 _J ~ 2 (0 ::J (f) w 0:: Cl z [l'. w w z Cl z w Cl z z z :"i Q_ 0:: 0 LL 0 w :;,::J CL(/) r---(f) q- ;;;co r:-.:~ aw, 09 "'a:, 00~ ,::o °"N 0----r EQ EQ EQ EQ EQ EQ EQ ®-- ~ 1~--0----------------------0----~------t---- 1 0 --------~--------------------------- TOP OF WALL@ +/-15'-9" ABOVE FINISH GRADE TYP. EQ F.E_ :OP OF WALL@ +!-' 7'-0" ABOVE FINISH GRADE TYP. ---~ I l -~r--·=r ----------~--- ~i TYP. -----·-. ---~---• 11 ------ EXISTING TOP OF WALL@ +i-17'-0" ABOVE FINISH GRADE TYP. ______________ R_Q_Q_F_sc-~;-.f-4"~-1'_:-, -CDNEB ~ TOW 15'-9" -1. ~ ~' TYP. ____ , __ ! I I~ TYP. I 0 TYP. w TYP. lL a: 9 w 0 > w OJ 0 f- \ ; __ I TYP. -------~-~~-=~ ~ ,L----:.-__:____:_;::::__:-::_;:__:_--===-=··---=--t-::-::-· ==---=---_:::_:__=:_::_:-· -=--=-=---==-=:.:-------~ / .... / -----------l._/ ----~L-------- TOW 17'-0" F.F.E. L::i O" \.JI' ~--,,---v"~ _______ B_U_IL_D_IN_G_S_E_~-~.1-~-~:-,,-®NEB CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT NOTES o 301 303 304 305 306 307 308 309 310 311 PRE-ENGINEERED RIGID STEEL FRAME SYSTEM BY NUCOR BUILDING SYSTEMS (UNDER DEFERRED SUBMITTAL). EXTERIOR PLASTER OVER METAL LATHE OVER WRB OVER DENSGLASS GOLD SHEATHING WITH METAL STUD FRAMING. PROVIDE +/-48" HIGH MASONRY BASE WALL WITH CEMENT PLASTER FINISH AT EXTERIOR SIDE ONLY CONCRETE SLAB ON GRADE. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. FINISH GRADE OR CONCRETE PATIO. SEE CIVIL PLANS FOR MORE INFORMATION PRE-ENGINEERED METAL BUILDING WITH 36" WIDE, 26 GA. (CLASSIC STYLE) CORRUGATED ROOF PANELS BY NUCOR BUILDING SYSTEMS (UNDER DEFERRED SUBMITTAL) SUSPENDED STRIP LIGHTING FIXTURE. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. WAL-PAK LIGHTING FIXTURE. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. MANUALLY OPERATED ROLL-UP DOOR AND FRAME AS SCHEDULED SEE PLAN. WHIRLYBIRD WIND TURBINE W/ MILL FINISH. EXISITNG PARAPET OF ADJACENT BUILDING. PROVIDE CONTINUOUS METAL GUTTER ALONG ENTIRE LENGTH OF LOW ROOF. TO BE PAINTED TO MATCH WALL BELOW. .2'. 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I / F.F.E. ~ O" ______________ S_O_U_T_H_E_X_T_E_R_IO_R_E_LE_V_~-c~-}?- 14 .~_ 1 ·~-.. -@) CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT NOTES o EXTERIOR PLASTER OVER METAL LATHE OVER WRB WITH WHITE (P-1) FIELD PAINT COLOR (MATCH EXISTING ADJACENT BUILDING). PROVIDE MOCK-UP FOR ARCHITECT/OWNER REVIEW. EXTERIOR PLASTER OVER METAL LATHE OVER WRB WITH BROWN (P-2) ACCENT PAINT COLOR (MATCH EXISTING ADJACENT BUILDING). PROVIDE MOCK-UP FOR ARCHITECT/OWNER REVIEW. 404 MANUALLY OPERATED ROLL-UP DOOR AND FRAME AS SCHEDULED EXTERIOR SIDE TO BE PAINTED TO MATCH WALL PANEL. 405 WAL-PAK LIGHTING FIXTURE SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. 406 FINISH GRADE OR CONCRETE PATIO. SEE CIVIL PLANS FOR MORE INFORMATION. 407 SINGLE HOLLOW METAL DOOR AND FRAME AS SCHEDULED. EXTERIOR SIDE TO BE PAINTED TO MATCH WALL PANEL. 408 PROVIDE EMERGENCY SHOWER HEAD AT EXTERIOR. VERIFY HEIGHT WITH OWNER AND SEE PLUMBING DRAWINGS. 409 EXISTING WALL WITH WHITE STUCCO FINISH. CONTINUOUS WEEP SCREED AT BASE OF WALL. PROVIDE PLASTER EXPANSION JOINTS AS REQUIRED, PAINT TO MATCH WALL. TOP OF WALL TRIM CAP BY NUCOR BUILDING SYSTEMS FINISHED TO MATCH WALL PROVIDE CONTINUOUS METAL GUTTER ALONG ENTIRE LENGTH OF LOW ROOF. TO BE PAINTED TO MATCH WALL BELOW. PROVIDE METAL VERTICAL DOWNSPOUT. TO BE PAINTED TO MATCH WALL BELOW. PROVIDE CONCRETE SPLASHBLOCK AT BASE. PROVIDE 2" HORIZONTAL REVEAL BY FRY REGLET OR EQUAL AT PAINT TRANSITION. PAINT TO MATCH ACCENT COLOR. NOTE: 1. KEYNOTES ARE TYPICAL FOR ALL ELEVATIONS. 2. CONTACTOR TO PROVIDE MOCK-UP OF EXTERIOR PAINT COLORS FOR ARCHITECT/CLIENT REVIEW AND APPROVAL ' '"> ' ' ,~ -, ·' ,, 2 "' ~ " ' ; . _n ' ' ,, ' ' -,- . l,_I ' ' -. ' T ' - ' - ' -' ~ a., +-' res ~ +-' V, w 0 res a., 0,: u res u ~ ... a., E -< E 0 ~ u ,._ 0 '+- C: ~ C'I "' ~ a., Cl ~ C'I C: "O res a., _J LI.. 00 0 _J 0 (\J 0 wm O<( CJ <(-_iZ Q_ 0: >-zO <( w~ o_i $ >-<( o:O <( Oo __J LO <( (\J co __J 00(1) <( LO _I 0: () <( 0 (/) ..., z .,: f-0 t:: CJ) 2 I-"' "' a: ::J <( .,: CJ) 2 w w 0: > a: "' w 0 _. w I w 0 z 0:: .,: ..., 0 0. -0 0:: -w...: w f-0 .,: . I-o;" 0 >< N w - PA/PM: A. RYAN DRAWN BY.: 1 A.N. ' I JOB NO.: I SDG17-6071-00 SHEET A-41 ,_ __________ _, 0) 0 0 0 I f'-. 0 C\I 0.. 0 (/) =1:1: l-o w 7 0 0:: 0.. 1-z w ~ w 0.. 0 _. w > w 0 0 <( o:i (/) _. 0:: <( 0 _J ~ 2 co :J Cf) w ex: ('.) z ex: w w z ('.) z w ('.) z z z <( _J ll. ex: 0 LL 0 w ;e:J o._ Cf) NCfJ --c,CD f'~ "'(') 09 "'"" "'~ ,:::o °'"' ;. 0 0 "' ... 0 0 ci "' ----------------- }-'-,.L....Ccuol IC SEWER EASEMENT PER -+--'="----'"-'-'"-1128 7 _/_ f • I 0 0 N --+-,---· . . / .. /".· .··.·> I . /. .. /. . . . I t ... N "' "' N "' N r-J I ..· .. 0 ....... ·.· .· 0 .. ·d. N .. NO WATER SERVICE ~ NO SEWER SERVICE 0 83 0:: uJ. m . . . . > ~s . ... ~S· . . . . ·\ .. ~-... : 6 ,. ~.-. : : : : : · . · · · . · <•"'· . x.-,-"· <gi : :t .. : · .. '\i -~~;1 · :·. "J• (/) . . . -~- ' <.!i .. ~\ \., . . . -~ < < iii . \ ~-·. •. · •. ·.: · .. ·-.~ie,--~· ·_· ... > ·.: · .. ;, . .... \, .. . < ... -: .. \ ~ 0 • ;;, I si-· \ w 0 "c,'0 \ 0 '• '-~ ¥'\>- 51.00 ... 0 ·, w •• f---\ < u \ 0 \ ~ ... .., __ ~ GRADING NOTES CONSTRUCTION NOTES NO GRADING PROPOSED PROPOSED PAVEMENT SECTION r 12" #4 DOWEL @ 24" O.C. SAWCUT LINE /EXISTING I SECTION a f <1 "0 CD SA WCUT EXISTING CONCRETE (I) PROTECT IN PLACE EXISTING 7REES 0-© 12"X12" CATCH BASIN @ CMU 7RASH ENCLOSURE PER ARCHITECTURAL PLANS @ EXISTING STORM PIPE TO BE LOCATED BY CONTRACTOR. LOCATION AND INVERT TO BE PROVIDED TO DESIGN ENGINEER FOR STORM PIPE DESIGN WATER AND SEWER DISTRICTS CARLSBAD MUN/Cf PAL WATER DISTRICT 16.35 FARADAY A VENUE CARLSBAD, CA 92008 SAW CUT AND SPLICE AT CONCRETE CITY OF CARLSBAD WASTEWATER DIVISION 16.35 FARADAY A VENUE CARLSBAD, CA 92008 NOT TO SCALE I / I I I . f I ! I I LEGEND I • • · • • • • • · I I ...• ··••. I -·· . f \ / / / I / I 7" PCC MIN. WITH #3 REBAR @ 24" ON CENTER OR PER SOILS ENGINEER'S RECOMMENDATIONS. COLOR, FINISH AND JOINT PAffiRN PER ARCHITECTURAL PLANS (HARDSCAPE) 4" DECOMPOSED GRANITE 10 5 ~ 0 10 20 SCALE IN FEET GRAPHIC SCALE --·---------·-... -.. ·------------------.. -- / / / / / / / / I ~ '~, .) ..... / SDP2017-009 \ \ \ \ \ I I I C --~-1CP SD PE~0oWG 336-_3 __ SD I I (/) / ..... ' -----/ / (/) \/-, J2B7 \ ~E V O CIT \ JVJJ\P SE~ PER MAP 0. 11287 I \ 30 ' (/) \ l CERTIFY; AS THE APPLICANT/ OWNER,THATTKE MAXIMUM IMPERVfOUS AREA lS 4,400 SQUARE fEET. IF DURtNG CONSTRWCTION, THE lMPERVIOUSAREA EXCEEDS 5,000.SQUARE FEET, THE Cl1Y$HALLBE NOTIFIED AND All WORKSHAll CEASE. FA1LURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN A STOP WORK NOTICE. I, AS THE APPLICANT/ OWNER, Will HI RE A USCENSEO CIVIL ENGINEER PREPARE ANO SUBMIT A GRADING PlAN & STORM WATIRQUALITY MANAGEMENT PLAN (SWQMP) TO THE CITY AND OBTAIN A GRADING PERMIT FROM THE CITY OF CARLSBAD. NO FURTHER CONSTRUCTION SHALl TAKE PLACE UNTIL THE CITY HAS APPROVED THE GRADING PLAN & SWQMP AND THE DEVELOPER MIGHT BE SUBJECT TO ADDITIONAL PLAN CHECK FEES. SWS ENGINEERING, INC. C1VlL ENGINEERING • LAND PLAJ\:Nl:-JG • SUR VE YING 261 Autumn Drive, Suite 115 Sao Marcos, CA 92069 P: 760-744-0011 I: 760-144 .. 0046 Jll~F., "·o' 16, 1!3 4:1"-pm c:,cm'k,,.~oca ll045 Temecula Parkway, Suite 201 Temecula, CA 92592 P: 951-296-3407 F: 951-587-9451 ~IL~: Z: \Projec:s\2C1 7\'.7~~a:;\PRCD\Conslcucl\17 OS;! __ >IAIN I Cl.C.c";i ----... _, ·---- • • Ill I LL _J 10 I (.9 I ; >- I~ I <( 1::J I <( () ... (f) " o:'. <( :;; w o:'. w ~ 0 PA/PM: DRAWN BY.: JOB NO.: ,, .. , .. , ..... • • 00 0 0 C'\I wen ()<( <(- ...J z 0.. Cr'. zO w !:!:: 0 ...J >-<( Cr'. () 0 0- I.{) <( C'\I cc 00 (/) I.{) ...J ~ <( () • A.RYAN A.N. SDG17-6071 .. QO SHEET I I A-01 I 0) 0 0 0 ' r-- T""" 0 N (L 0 (/) =!=I:: l-o w J 0 a: (L 1-z w ~ w (L 0 ....J w > w 0 0 <( co (f) ....J a: <( 0 --' ~ 2 Ill :::, U) LJJ 0:: (9 z 0:: LJJ LJJ z (9 z LJJ (9 z z z <( --' 0.. 0:: 0 LL 0 LJJ :;; :::, Q.U) ,-...U) cn- ~(O M-;-ro C') 09 £,!CO w~ ~o i';N TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REQUIREMENTS THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSmUCTION WORK (YEAR ROUND). 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT:_· .c:.XX"'X'---------- A T (TEL.NO.) ~x=xx~------ 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. J. THE CONmACTOR SHALL RESTORE ALL EROSION CONmOL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONmACTOR SHALL INSTALL ADD/llONAL EROSION CONmOL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARIS£ 5. THE CONmACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC mESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS COND/llON. 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT {40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8. ALL GRAVEL BAGS SHALL CONTAIN J/4 INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. 17. ADEQUATE SEDIMENT CONmOL BMPs MUST BE INSTALLED AND MAINTAINED. 12. ADEQUATE BMPs TO CONmOL OFFS/TE SEDIMENT mACKING MUST BE INSTALLED AND MAINTAINED. 13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES. MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONmACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL WEATHER SERVICE FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONmACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. ·, 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONmOL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HA VE BEEN COMPLETED. 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONmOL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADD/llONAL GRADING IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS J::1QI SUFFICIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. 19. ALL mEATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. IN ADD/llON, mEA TMENT CONmOL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE AL TERNA TE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP IND/CA TES IT WAS NOT AOEQUA TE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE 21. ALL CONSmUCTION EMPLOYEES MUST BE mAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE WEATHER mlGGERED ACTION PLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SI TE WITHIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTEO, 40% CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADO/llON TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WINO EROSION CONTROL, TRACKING, NON-STORM WA 7D? CONmOL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED ( 40% CHANCE OF RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION. THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HA VE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN~ AN AOEQUA TE SOURCE OF EQUIPMENT AND WORKERS SHALL BE A VA/LABLE FOR DEPLOYMENT OF "WEATHER mlGGERED BMPS~ EROSION CONTROL HYOROSEEDING. PLANTING AND /RR/GA TION 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS ANO THE FOLLOWING: A HYDROSEEDING SHALL BE APPLIED TO: 1 ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL} OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT ANO ADJACENT TO PUBLIC WALL OR smEET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING COND/llONS EXIST.· a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCT/ON OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL COND/llON IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B HYDROSEEDING AREAS SHALL BE /RR/GA TED 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 /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2 AREAS SLOPED LESS THAN 6: I SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER. PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. C HYDROSEEDING 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. Jibs PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs PER ACRE OF ACH/LLEA MILLEFOLIA e. Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE IF DIMORPHOLECA g. ITEMS c, d, e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON VISIBLE FROM EITHER A PUBLIC smEET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NlmOGEN FIXING BACTERIA ANO APPLIED ORY EITHER BY DRILLING OR BROAOCAS/NG BEFORE HYDROSEEDING. i ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND A GR/CUL TIJRE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WEmNG AGENTS MAY BE ADDED TO THE HYDROSEEO SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER ACRE. TYPE 6 MULCH (SmAW) MAY BE SUBSTITUTED, WHEN smAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. J FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE. 76-20-0 WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING: I ROUGHENING THE SUR, 1CE TO BE PLANTED BY ANY OR A COMB/NA TION OF: a. mACK WALKING SLOPES STEEPER THAN 6: I. b. HARROWING AREAS 6: I OR FLATTER THAT ARE SUFFICIENTLY FRIABLE 2 AREAS GRADED FLATTER THAN 6: 7 WHEN ANY OF THE FOLLOWING COND/llONS EXIST: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BIT NOT SA TIJRA TED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEO/NG IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE 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. J. SHOULD GERM/NATION OF HYDROSEEDEO SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MA TT/NG MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THIS CONSmUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. LEGEND (DELETE ITEMS NOT USED ON THE SITE MAP} STD .DWG. No. DESCRIPTION SE-1 SILT FENCE SE-8 GRAVEL BAG BARRIER SE-10 INLET PROTECTION WM-1 MATERIAL DELIVERY STORAGE WM-2 MATERIAL USE WM-3 STOCKPILE MANAGEMENT WM-4 SPILL PREVENTION AND CONTROL WM-5 SOLID WASTE MANAGEMENT WM-6 HAZARDOUS WASTE MANAGEMENT WM-8 CONCRETE WASTE MANAGEMENT WM-9 SANITARY /SEPTIC WASTE MANAGEMENT PROJECT BOUNDARY SYMBOL -Oc-----1D_r---- 0 [Eal [E] [E] rn ~ Lt. ~ [BJ - NOTE: BMP DETAIL NUMBERS REFER TO THE CALIFORNIA STORMWATER QUALITY ASSOCIATlO:fS BEST MANAGEMENT PRACTICES HANDBOOK. CONSTRUCTION. CASQA BMP# *BMPS SELECTED FOR THE PROJECT DURING CONSTRUCTION BMP NAME (check if used) -I CASQA BMP NAME (check if used) BMP# -I EROSION CONTROL BMPs NON-STORM WATER MANAGEMENT BMPs EC-I SCHEDULING " EC-2 PRESERVATION OF -I EXISTING VEGETATION NS-8 VEHICLE AND EQU/PMEN T CLEANING EC-4 HYDROSEED/NG EC-5 SOIL BINDERS NS-9 VEHICLE AND EQUIPMENT FUELING EC-6 smAW MULCH EC-7 GEOTEXTILES &: MA TS NS-10 VEHICLE AND EQUIPMENT MAINTENANCE EC-8 WOOD MULCHING EC-9 EARTH DIKES AND DRAINAGE SWALES WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs EC-10 VELOCITY DISS/PA TION EC-11 SLOPE DRAINS WM-1 MATERIAL DELIVERY AND -I STORAGE SEDIMENT CONTROL BMPs WM-2 MATERIAL USE ,., SE-I SILT FENCE .,,f WM-3 STOCKPILE MANAGEMENT " SE-3 SEDIMENT TRAP SE-4 CHECK DAM WM-4 SPILL PREVENTION AND -I CONmOL SE-5 FIBER ROLLS SE-6 GRAVEL BAG BERM WM-5 SOLID WASTE -I MANAGEMENT SE-7 smEET SWEEPING AND VACUUMING WM-6 HAZARDOUS WASTE -I MANAGEMENT SE-8 SANDBAG BARRIER .,J' SE-9 STRAW BALE BARRIER WM-7 CON TAM/NA TED SOIL MANAGEMENT SE-10 STORM DRAIN INLET PROTECTION WM-8 CONCRETE WASTE -I MANAGEMENT WIND EROSION CONTROL BMPs WM-9 SANITAR~SEPTIC WASTE MANAGE ENT -I WE-I WIND EROSION CONTROL TRACKING CONTROL BMPs TR-I STABILIZED CONSmUCTION INGRESS/EGRESS WM-10 LIQUID WASTE MANAGEMENT WM-I MATERIAL DELIVERY AND STORAGE WM-2 MATERIAL USE NOTE.· SEE CASQA CONSmUCTION BMP MANUAL FOR MORE INFORMATION ABOUT CONSTRUCTION BMPs. 250 LF 45 FT 30 FT 1 EA 1 EA 1 EA 1 EA 1 EA I EA 1 EA 1 EA CITY OF OCEANSIDE HIGHWAY 78 OWNER'S CERTIFICATION: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST.· {I) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSmUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA TION OF POLLUTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND PACIFIC OCEAN AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSmUCTION ACTIVITIES UNTIL THE CONSmUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. OWNER(S)/ OWNER'S AGENT NAME (PRINT) OWNER(S)/ OWNER'S AGENT NAME (SIGNATURE) OWNER/APPLICANT: CALLAWAY GOLF 21 BO RUTHERFORD RD. CARLSBAD 92008 800-588-9836 EMERGENCY CONTACT: MICHAEL MAJORS, CALLAWAY GOLF 2180 RUTHERFORD RD. CARLSBAD 92008 760-930-8555 DATE DATE SWS ENGINEERING, INC. CIVIL ENG:NE.ERING • LAND PLA),.;1',:ING • SUR VEYlNG 261 Auiumn Drive, Suite 115 31045 Temecula Parkwav, Suite 201 San Marcos, CA 92069 Temecula, CA 92592 P: 760-744-0011 F: 760-744-0046 P: 951-296-3401 F: 951-587-9451 D/,TC· ','or • ~. 12 3,48,o---, b)',rc;ke..rado F:CC:?\Projec·.s\ZC.' 7\17-~63\i'ROC\Repcrl,\SWPPP\"7 -CC3_S\'/P~P-Di -Moi"' 01•,g CITY OF VISTA CITY OF ENCINITAS VICINITY MAP SHEET INDEX: SHEET 3: TITLE SHEET SHEET 4: EROSION CONTROL PLANS APN: 212-091-22 SITE ADDRESS_· 5825 DRYDEN PLACE, CARLSBAD, CA AREA OF DISTURBANCE AREA OF DISTURBANCE -~5=5~4~6-S.F. {THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) CONSTRUCTION THREAT: CONSmUCTION THREAT TO STORM WATER QUALITY (CHECK BOX): Cl HIGH IX! MEDIUM fsHfETl CITY OF CARLSBAD I SHEETS I l-----l----+-----------------1---t--+---t----J L_1__j ENGINEERING DEPARTMENT 2 l----l-----+-----------------1---t---+---t----1 1 DA 1E INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL ------- DA 1E INITIAL CITY APPROVAL GRADING PLANS FOR: SDP 16-21, CDP 16-43 AV 16-06, PUO 16-11 CALLAWAY GOLF DUPLEX GR2017-0044 TIER 2 SWPPP TITLE SHEET APPROVED: JASON S. GELDERT CITY ENGINEER RCE 63912 EXPIRES 9 30 18 DATE DWN BY: __,!!!..!__ ~--P-R_o_J_Ec_T_N_o_. __ I DRAWING No. CHKD BY: __ _ RVWD BY: ------------ CJ) 0 0 0 ' r---..-- 0 C\J (l_ 0 (j) :j::J:: l-o w -:> 0 a:: (l_ 1-z w ~ w (l_ 0 _J w > w 0 0 <( O'.l (j) _J a:: <( 0 ..J ~ 1- 2 [Q ::J (f) w 0::: CJ z 0::: w w z CJ z w -CJ z z z ::s rL 0::: 0 LL 0 w ::J (f) (f) JE '>-W--"-'IDI IC SEWER EASEMENT PER -,L..-""-""''---"'-SL.·_1, 128 7 _Z_ L. ' ! ! I I -. . . ... .. . PROPOSED 1-! .. ~-----. -.--.·,-soq >. itH i~CE . ·~ : : ·: .• ·~. ·: •• :. ·. l i f--.: · . EXISTING MAINTENANCE BUILDING 170.22 FF . I f ! j • ~~0081 ~ > > 1 NO WA1ER SER\l!CE .~ NO SEWER SERVICE \ r-._j I I .b . .· .. ~ . ·. ·[ . .. . . il< . · ..... ·. ·. . . (qlg .. . . . . . r• . ::H:;:: . . . <in • 1·0 . · . . ·. . . · . XI : . > 0 :c O O O • _f--• 0 O • O O • • : 0 O • O • • •• " 0 0 0 .o . . . ( . . -_·.~-.::·\·· ... :·.·:.· .. • .. · ... : .. · ... !\·· .. ··:··.·.:.• ... ·· :.·· •.. · ... _··.·.·. · .. ·. · I <::g;>S·<--·j. } . . . . . . . . ' .. : . ~ . · .. i .. 1 \ \ ,2: I/ ",,"\\/: / LIMIT OF WORK '-:\& . \ \ ... . :\,\········ ' •"" .. ~\ ~ \~ \ & [!J ' ~' / o. " I lw'\·" I I---' ~) <J' ' ,, EXISTING 1-STORY 0 0 I CERTIFY, AS THE APPLICANT/ OWNER, THAT THE MAXIMUM IMPERVIOUS AREA IS 4,400 SQUARE FEET. IF DURING CONSTRUCTION,THE !MPERVlOUSAREA EXCEEDS 5,000 SQUARE FEET, THE crrv SHALL BE NOTIFIED AND ALL WORK SHALL CEASE. FAILURE TO COMPLY Vv'ITH THIS REQUIREMENT COULD RESULT IN A STOP WORK NOTICE. l, AS THEAPPLICANT / OWNER, WlU HIRE A USCENSED CIVIL ENGINEER PREPARE AND SUBMIT A GRADING PLAN & STORM WATER QUALITY MANAGEMENT PLAN (SWQMP) TO THE CITY AND OBTAIN A GRADiNG PERMIT FROM THE CITY OF CARLSBAD. NO FURTHER CONSTRUCTION SHALL TAKE PLACE UNTIL THE CITY HAS APPROVED THE GRADING PLAN & SWQMP AND THE DEVELOPER MIGHT BE SUBJECT TO A.DDITIONAL Pl.AN CHECK FEES. 10 5 DATE I I / / I / / / / / 0 10 20 INITIAL SCALE IN FEET GRAPHIC SCALE /1\ \ \ 30 (sign)' ENGINEER OF WORK REVISION DESCRIPTION -- µ...,-=ml IC SEWER EASEMENT PER MAP NO. 11287 / I / / / s / / / \ / / sif·\CP SD PE~DD'"-WG"--~33.6---'3"---_ SD -#-- Ul / / -----. BEST MANAGEMENT PROTECTION DATE INITIAL OTHER APPROVAL DESCRIPTION SILT FENCE GRAVEL BAG BARRIER SYMBOL SWS ENGINEERING, INC. C!VlL fNGlNEEll!NG • LAND PLANNING O SURVEYING 261 Autumn Drive, Suite 115 San \!areas, CA 92069 P: 760·744.00il F: 760-144·0046 Dr,Tf: Mor 14, 18 3:48prr by.r-,i~e.~cda 31045 Temecula Parkway, Suite 201 Temecula, CA 92592 P: 951-296.)407 F: 951-58).9451 Fl~E: Z: \Pcc:ec,s\2817\17 063\:>ROD\'?~pcrts\SWPP:>\17 063_sw:,pp -02 -\.l~:ot.dw£ I s2ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT I SH2TS I SOP 16-21, CDP 16-43 AV 16-06, PUD 16-11 CALLAWAY GOLF DUPLEX GR2017-0044 TIER 2 SWPPP TITLE SHEET OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: CITY APPROVAL RVWD BY: 0) 0 0 0 ' I"-........ 0 C\! 0.... 0 (/) '* f- 0 w -, 0 0: 0.... f-z w ~ w 0.... 0 _J w > w 0 0 <( co (/) _J 0: <( 0 --' ;: f-- 2 [JJ ::i (/) w cc (') z cc w w z (') z w (') z z z ::s CL cc 0 LJ.. 0 w ::i (/) (/) co ~ ' (') 0 ' co ~ 0 N