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HomeMy WebLinkAboutCD 2018-0007; PLAZA PASEO REAL; Consistency DeterminationGENERAL NOTES 1 THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL CAREFULLY AND THOROUGHLY EXAMINE THE PROJECT SITE, FIELD VERIFY ALL CONDITIONS, GRADES, ELEVATIONS AND DIMENSIONS OF THE VARIOUS FEATURES OF THE EXISTING SITE CONDITIONS. ANY DISCREPANCIES AND/OR CONDITIONS NEEDING CLARIFICATION SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT, IN WRITING, BEFORE BEGINNING WORK. 2 THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL REVIEW AND THOROUGHLY EXAMINE AND FAMILIARIZE THEMSELVES WITH ALL ELEMENTS AND CONDITIONS IN THE . CONTRACT DRAWINGS AND SPECIFICATIONS. THE GENERAL CONTRACTOR AND ALL SUB- CONTRACTORS SHALL VERIFY ALL DIMENSIONS ON THE DRAWINGS. ANY DISCREPANCIES AND/OR CONDITIONS NEEDING CLARIFICATION SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT, IN WRITING, BEFORE WORK BEGINS. 3 THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF ALL REQUIREMENTS AND REGULATIONS AND SHALL PERFORM ALL WORK ON THIS PROJECT IN COMPLIANCE WITH CAL O.S.H.A .• THE INDUSTRIAL ACCIDENT COMMISSION OF THE STATE OF CALIFORNIA, AND ALL LOCAL, STATE. AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. ALL CONSTRUCTION FABRICATION AND INSTALLATIONS SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF THE U.B.C., U.P.C., N.E.C., AND ANY OTHER FEDERAL, STATE AND LOCAL CODES, REGULATIONS AND ORDINANCES OF THE GOVERNING AGENCY HAVING JURISDICTION OVER THE PROJECT. 4 DUE TO THE REPROGRAPHIC PROCESS, THESE PLANS MAY NOT BE ACCURATELY TO SCALE. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN AND IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM THE PLANS. SECTIONS, ELEVATIONS, OR DETAILS. 5 WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR FIRST CLASS WORK FOR THE TRADE INVOLVED. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY, IN WRITING, FOR ANY ALTERNATE NONSTANDARD, OR UNTESTED METHOD(S) PROPOSED. 6 IT IS CONSIDERED ESSENTIAL THAT THE CONTRACTOR INSPECT THE PREMISES DURING THE COURSE OF BIDDING PRIOR TO THE START OF CONSTRUCTION TO BE FAMILIAR WITH FIELD CONDITIONS. SUCH CONDITIONS SHOULD BE REFLECTED AND QUALIFIED IN THE FINAL BID. ANY CONDITION OR CIRCUMSTANCE WHICH DOES NOT CONFORM TO THE INTENT INDICATED IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE ACCEPTANCE OF THE BID FOR THIS WORK. NO ADDITIONAL PAYMENTS WILL BE MADE TO COMPENSATE FOR ANY ADDITIONAL WORK REQUIRED FOR A PROFESSIONAL COMPLETION OF THE WORK, DUE TO LACK OF FIELD VERIFICATION BY CONTRACTOR. 7 SHOULD THERE BE ANY DISCREPANCY BETWEEN THE VARIOUS DRAWINGS, IT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR INSTALLATION OF ANY SPECIAL EQUIPMENT NOT SHOWN IN THESE DRAWINGS. 8 THE CONTRACTOR SHALL VERIFY EQUIPMENT LOCATIONS WITH THE OWNER'S REPRESENTATIVE AND/OR EQUIPMENT MANUFACTURER FOR PROPER SIZE AND LOCATION OF FOUNDATION OR SLAB DEPRESSIONS. DRAINS, AND WARPS. 9 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO LOCATE AND PROTECT ANY UNDERGROUND OR CONCEALED CONDUIT, PLUMBING, OR OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED. 10 NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE STANDARD NOTES ON THIS SHEET IN CASE OF CONFLICT. 11 THE CONTRACTOR SHALL COMPLY WITH SAFETY RESTRICTIONS AS REQUIRED FOR WORKERS AND PEDESTRIAN PROTECTION DURING THE CONSTRUCTION PROCESS. 12 RUBBISH AND DEBRIS RESULTING FROM THE WORK OF VARIOUS TRADES SHALL BE REGULARLY COLLECTED AND REMOVED FROM THE PROJECT SITE AND LEGALLY DISPOSED OF PRIOR TO DELIVERY OF MATERIALS TO THE CONSTRUCTION ZONE AND REMOVAL OF WASTE FROM THE SITE. THE CONTRACTOR SHALL CHECK WITH THE OWNER FOR AN ACCEPTABLE ACCESS ROUTE AND TIME. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR, HIS SUBCONTRACTORS, OR ANY OF THEIR EMPLOYEES USE ANY AREA OUTSIDE THE CONSTRUCTION ZONE WITHOUT PRIOR APPROVAL FROM THE OWNER. 13 ANY REVISION OR ADDITIONAL WORK REQUIRED BY FIELD CONDITIONS OR LOCAL GOVERNING AUTHORITIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING, REGARDLESS OF COST, TIME OR MATERIAL INCREASE. 14 ANY AND ALL REVISIONS TO THE SCOPE SHALL BE BY WRITTEN CHANGE ORDER, APPROVED BY OWNER. 15 PROVIDE PROTECTION AS REQUIRED TO PREVENT ANY DAMAGE TO EXISTING & NEW MATERIALS AND CONSTRUCTION PREVIOUS TO AND DURING CONSTRUCTION AND AFTER INSTALLATION. ALSO EXISTING CONSTRUCTION WITHIN AND ADJACENT TO JOB SITE. WHERE DAMAGE OCCURS, REPAIR OR REPLACE AS REQUIRED TO THE OWNER'S APPROVAL AT NO ADDITIONAL COST. 16 WELDING SHALL BE BY A CERTIFIED WELDER OR IN THE SHOP OF AN APPROVED FABRICATOR. 17 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT AND ALL OTHER ITEMS AS NECESSARY· WHETHER OR NOT DETAILS HAVE BEEN PROVIDED. 18 GENERAL CONTRACTOR SHALL NOT MAKE ANY SUBSTITUTION OF MATERIALS OR EQUIPMENT WITHOUT THE WRITTEN CONSENT OF THE OWNER AND THE ARCHITECT. 19 THE SPECIFICATIONS SHALL BE PART OF THE CONTRACT DOCUMENTS. 20 BEFORE ACCEPTANCE BY THE OWNER, THE COMPLETED CONSTRUCTION SHALL BE CLEANED, LABELS REMOVED, AND ALL OTHER TOUCHUP COMPLETED TO THE SATISFACTION OF THE OWNER. 21 A COPY OF CALIFORNIA TITLE 24 IS TO BE AVAILABLE ON THE JOB SITE AT ALL TIMES. 22 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CODES LISTED UNDER THIS GENERAL NOTES HEADING ON THIS SHEET. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH ALL CODES AND ORDINANCES, CITY OR STATE, AS REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT. WHERE ANY CONFLICTS OCCUR BETWEEN FEDERAL, STATE AND LOCAL LAWS, CODES, ORDINANCES, AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN. 23 OMIT 24 THE CONTRACTOR SHALL PROVIDE ADEQUATE AND SAFE BRACES AND CONNECTIONS TO SUPPORT THE COMPONENT PARTS OF THE STRUCTURE, UNTIL THE STRUCTURE ITSELF (INCLUDING ROOF DIAPHRAGM) IS COMPLETE ENOUGH TO SUPPORT ITSELF. THE DESIGN ADEQUACY, SAFETY, AND ERECTION OF BRACING, SHORING, SCAFFOLDING, AND TEMPORARY SUPPORTS AND RESTRAINTS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 25 IT IS THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE AND FINISHED PRODUCT MATCHING AND/OR ABUTTING EXISTING CONSTRUCTION IN A NEAT AND PROFESSIONAL MANNER. 26 THE FACILITY IS TO REMAIN OCCUPIED DURING THE CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH THE OWNER A SEQUENCE FOR THE WORK. 27 THE CONTRACTOR SHALL PROVIDE WRITTEN REQUESTS FOR SHUTDOWNS AT LEAST THREE DAYS PRIOR TO THE EVENT. WORK REQUIRING SHUTDOWNS WILL BE REQUIRED TO BE PERFORMED OUTSIDE NORMAL WORKING HOURS. 29 ALL REQUIRED EXITS FROM OCCUPIED PORTIONS OF THE PROJECT SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL ESTABLISH PROCEDURES TO MINIMIZE CIRCULATION OF CONSTRUCTION PERSONNEL AND MATERIALS THROUGH OCCUPIED PORTIONS OF THE PROJECT SITE. THE CONTRACTOR SHALL IMMEDIATELY CLEAN DEBRIS FROM OCCUPIED AREAS. 30 STORAGE OF ALL MATERIALS, EQUIPMENT AND SUPPLIES SHALL BE LIMITED TO SCHEDULED AREAS OF WORK IN PROGRESS, OR TO DESIGNATED LOCATIONS APPROVED AND ARRANGED WITH THE OWNER. THE CONTRACTOR SHALL THOROUGHLY CAULK, FLASH AND/OR SEAL AROUND ALL WALL AND/OR ROOF PENETRATIONS THAT ARE MADE AS A PART OF THE CONTRACT WORK TO CREATE A WATERTIGHT CONDITION. 31 WHEN INSTALLING DRILLED IN ANCHORS OR POWER DRIVEN PINS INTO EXISTING REINFORCED CONCRETE OR REINFORCED CONCRETE MASONRY, CARE SHALL BETAKEN TO AVOID CUTTING OR DAMAGING THE REINFORCING BARS. 32 WHERE PAVING, WALKS AND/OR LANDSCAPED AREAS ARE DISTURBED OR DAMAGED DURING CONSTRUCTION, THEY SHALL BE REPAIRED OR REPLACED TO MATCH EXISTING CONDITIONS. 33 ALL STEEL COMPONENTS EXPOSED TO WEATHER SHALL BE GALVANIZED. 34 ALL FINISH COMPONENTS, NOT PRE FINISHED, SHALL BE PAINTED. 35 EXIT DOORS TO BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 36 ANY NEW PROPOSED SIGNS ARE TO BE ISSUED UNDER SEP ERA TE PERMIT. 37 CONTRACTOR SHALL REMOVE ANY TEMPORARY TRAILERS AND DUM!i'STERS RELATED TO PROJECTCONSTRUCTION PRIOR TO FINAL INSPECTION SIGN-OFF.• 38 CONTRACTOR SHALL RESLURRY AND RE-STRIP PARKING LOT AS NEEDED TO ENSURE THAT PORTION OF LOT SERVING TENANT SPACE IS IN GOOD REPAIR AND APPEARANCE PRIOR TO FINAL SIGN-OFF BY PLANNING DIVISION. PARKING STALL $TRIPPING SHALL BE CLEARLY VISIBLE OR SHALL BE RE-STRIPED BY CONTRACTOR. 39 ALL STOCKPILES OF SOIL AND OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE COVERED. ALL REMOVABLE BMP DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 40 A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECT, WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON SITE. 41 THE CONTRACTOR SHALL RESTORE ALL EROSION/SEDIMENT CONTROL DEVICES TO WORKING ORDER AFTER EACH RUN -OFF PRODUCING RAINFALL OR AFTER ANY MATERIAL BREACHES ITS EFFECTIVENESS. 42 ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION'ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 43 THE STORAGE OF ALL CONSTRUCTION MATERIAL AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. 44 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT AND MUD ON ADJACENT STREETS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY, AT THE END OF EACH WORKDAY, OR AFTER A STORM EVENT THAT CAUSES A BREECH IN INSTALLED CONSTRUCTION BMP;S WHICH MAY COMPROMISE STORM WATER QUALITY WITHIN ANY STREET. A STABIUZED CONSTRUCTION EXIT MAY BE REQUIRED TO PREVENT CONSTRUCTION VEHICLES OR EQUIPMENT FROM TRACKING MUD OR SILT INTO THE STREET. i, f: (·-v."-~' 78 ?:1. -·:.ri<_ ···- \<1, . ,,_'_~--,~~- "''· ' '1: C&rlsbad S,$, "¥;- 1\ ' I' . ~+t ;,: ~,r;i,,?J ""'r ~ A -i, -·_'t{;"-' 't~ -·~~ :Ff£.4Ck'i/{A/.X t:o: VICINITY MAP i..AXf CAJAVfl~'-i hfllS 1/iU.liGE" -1t9 (.~:)".' rs1t~ ,, ·---- q· ~ ,, 0 "'' ~' " ~ )>----, ; 78 i "-(::; BUena ,,~._,.-~~r;c, - ~$-tz,, '?" \:, /~, .'!\, ' ,.p--~ ;--"-, · (.~ ''::0·.. ' :S 14 ·: t? "'l\F -·--; t.:"; ' , •::-. ~;,___, , ·oz,, PA!:CA~/A 512 _:.{_, -=~~ i;Y -~ -'< ~? ·.:f/}·,/ - ,J .S21 _'\ ,____ 'ft;,., \\ . ~\,,.- }1 G f.tl}i'ADA~' SrJf{:7i'r(J,'~,f ,., ,..,g(J01P1"•ti1~w· •:..;,·,. > li1! 1 ~• , 'y,' . '¾':\1~" s -S I ·TE. "'"":•. an l\1ar~o .. . . .. .. . -. . . . -,,.,,.,,,'-'y""'"'" ·.'• s 1,:-.,- ,;:--. , .. fil{,1 't;i;. . · .. •· ·.· .. · .. ••.•· _.-,._ · ---4{\:. Pcllr~~~"'ir--A.i!;t,o,t t,---- ' i, -'.· Lake San Marcos " ,_ ,,:r~m R{i RA1VCH(t C-OF/ONAE):-J . -~~. . . '!(/ ,~\ "' ',,\. . . "" _; 512 CAS51A- PROff5SJOJ'1'..1l' GfF.iCfS .... ·- "-!f..-'!i:~:.,.,-' .-~~1 "-5, ;_~ ·,;-, . , .. ., ·'p.1_g~P.(1 __ · 'S \i>/4,, • Ul, !)'.,S .· '._.:·e -. -~ · .-__ .. -1. ... ;-. ~~-;,<;·,-,Air.. . ·:-.· , ,,· ., Xi ·0·/ --" ',•.'.".···~·· :~ ·.' .. ;, -. ''.\ _·,:;:. ~~ . ' . ' '. ,--i'·. .i ·""':~ .6949 El Camino Real · · Ul,,if!/fJ-.'Si' Tf cr»,··//,f(Js\1.5 ·•···• .. ~. "t .•.. <:arlsbad CA 9200ti I .-'i--":. "'"t;,_,·c: ., .... ___ .. , __ " ,r ... : . -. :•, -( ' ;<--'"\ '• ~. '. -:···:,::, '' ~ ··,-,_:,L:eucadiu i .:-ii,.B\v!:(. ' i;'. 1 -'"' "-," /, -· 1 .. ,,.cdC~~;} ':~ ¼' .ll ·, ,,---~ ·ti '; " ._ sn: • . ___ ,,_ • ' --: : . ii,(' i .-, r.:i·.:· -1-~ ~ LA c'"r•,..:\" ¥1_,~"."',-l--' ·-• '· ,_,J,.'t_ .SHL ------ Oii1.fenhain D-oubi,9· P!!u,~. -~1J.fl'tlijc,l~· '·, .. :-_ .. ,:. _,· ~-ti:-' Encinitas. .,.. ·\tt'JUtll(,frs iih-TI" u, . {? c~.,-rJino h'~v~, .. /\ ~- ', .. - -·il,;,-. \{:; ' ' ' ·:': ': ' -. '{If, ·· Cirdiff,t,y-the'I~ea : ' --' '. 1:,, ,, ·,), ::i, "" ;, " : S9' ' . . __ ,,, DEMOLITION NOTES RAN(}'f(.1 SAtfff FE ~1!AP $5' ,, ... _.f 1 WORK ON THIS PROJECT INCLUDES EVERYTHING NECESSARY.AND INCIDENTAL TO COMPLETING THE DEMOLITION AS INDICATED ON DRAWINGS. i 2 OWNER SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPEtTIONS REQUIRED FOR THE PERFORMANCE OF THE =RK. I 3 CONTRACTOR SHALL ADEQUATELY PROTECT PERSONNEL AND PUBLIC FROM HARM AND ACCIDENT DURING DEMOLITION OPERATIONS BY ERECTION OF PROPER BARRICADES. SIGNS AND LIGHTING. 4 EXISTING OFFICES AND SURFACES ADJACENT TO DEMOLITION OPERATIONS SHALL BE ADEQUATELY PROTECTED. 5 PROVIDE NECESSARY RAMPS AND DUMPSTERS FOR REMOVAL OF ALL DEBRIS. DO NOT USE EXISTING DUMPSTERS. 6 DISPOSAL AND CLEANUP: ALL PRODUCTS OF DEMOLITION, RUBBISH AND DEBRIS SHALL BE HAULED AWAY FROM THE SITE PROMPTLY AND LEGALLY DISPOSED OF BY CONTRACTOR. CONTRACTOR SHALL PAY ALL DUMP FEES. PITS SHALL NOT BE DUG AND PRODUCTS OF DEMOLITION SHALL NOT BE BURIED ON SITE. 7 CONTRACTOR SHALL IDENTIFY AND TAG ALL ELECTRICAL CIRCUITS, BY COLOR OR NUMERICAL CODE, AND TRACE TO CIRCUIT PANEL BEFORE REMOVAL OF LIGHT FIXTURES. 28 THIS PROJECT REMODEL WORK ADJOINS AREAS THAT WILL BE OCCUPIED DURING CONSTRUCTION AND THE CONTRACTOR AND SUBCONTRACTORS SHALL COOPERATE WITH THE OWNER TO MAINTAIN CONTINUOUS OPERATION. IF CONFLICTS OCCUR, THE INTERESTS OF 8 CONTRACTOR SHALL SUBMIT A RECORD DRAWING TO ARCHITECT AT COMPLETION. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL & DAILY CLEANUP. ALL FIXTURES AND FITTINGS REMOVED SHALL BE RETURNED TO OWNER FOR STORAGE AND REUSE. THE OWNER SHALL GOVERN. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE THE IMPACT OF CONSTRUCTION ON THE OWNER'S OPERATIONS. CONSISTENCY DETERMINATION for LOWER PLAZA HARDSCAPE IMPROVEMENTS at • PLAZA PASEO REAL 6941 EL CAMINO REAL, CARLSBAD, CA 92009 · PROJECT DATA CONTACTS BUILDING DATA: ARCHITECT: LANDLORD: EXIST. 1 STORY BUILDINGs CONSTRUCTION TYPE OF BLDG: TYPE V-B, FULLY -SPRINKLERED BAKER ARCHITECTURE 4080 CENTRE STREET #203 l~::::~::~~~;~;~~~;.~~===:-. ______________________ l SAN DIEGO, CA 92103 CIVIL ENGINNERING /LAND SURVEYING DRC ENGINNERING, INC. PLAZA PASEO REAL ASSOCIATES, LLC, A DELAWARE LIMITED LIABILITY COMPANY KATHERINE BAKER ~~~~~~~~~!..!.~-!..~'..'::~=-~~~--------------------------7 EMAIL: kbaker@bakerarch1tecture.com PROJECT ADDRESS: PLAZA PASEO REAL SHOPPING CENTER 160 SOUTH OLD SPRINGS ROAD, SUITE 210 ANAHEIM HILLS, CA 92808 CONTACT: GREGORY COOKE PHONE· 714) 685-6860 x 331 6941 EL CAMINO REAL, CARLSBAD, CA 92009 INTERIOR DESIGNER PROJECT DESCRIPTION STUDIOMYID LANDSCAPE ARCHITECT HOURIAN ASSOCIATES, INC. PROPERTY MANAGEMENT VESTAR 1-----------------------------------------------+-·: 3712 30th STREET 107 AVENIDA MIRAMAR, SUITE #D SAN CLEMENTE,.CA 92672 3405 KENYON STREET, SUITE @405 SAN DIEGO, CA92110 SCOPE OF DEMO WORK 1. REMOVE WATER FOUNTAIN FEATURES ON LOWER PLAZA A$ DEPICTED ON THE PLANS. 2. REMOVE SOME EXISTING PALM TREES, SHRUBS & VEGETATIONS -TO BE REPLACED 3. REMOVE (E) OUTDOOR VINYL AWNINGS, TABLES, CHAIRS & FURNITURE -TO BE REPLACED 4. REMOVE (E) PATIO RAILINGS 5. REMOVE (E) LOWER PLAZA SIGN WALL -TO BE REPLACED • 6. REMOVE (E) LOWER PLAZA ACCESSIBLE RAMP BEHIND DAPHNES -TO BE RE-ROUTED SCOPE OF PROPOSED WORK 1. ADD 3,635 SF OF NEW CONCRETE AT LOWER PLAZA. 2. ADD NEW OUTDOOR SEATING FURNITURE. TABLES & CHAIRS. 3. ADD NEW TRELLISES & SHADE STRUCTURES OVER OUTDOOR SEATING AREA. 4. GRIND/ STAIN & SEAL EXISTING CONCRETE AT EXISTING PATIO TO MATCH NEWLY ADDED. 5. ADD PLANTER WALLS AT OUTDOOR PATIO. INCLUDING FIREWALL FEATURE 6. ADD WOOD FENCE AROUND THE OUTDOOR PATIO AT LOWER PLAZA 7. PROVIDE NEW OUTDOOR LIGHTING ELEMENTS FOR ENHANCEMENT OF THE PATIO 8. PROVIDE NEW PLANTER AREAS LEGAL DESCRIPTION APN: 215-050-72; 215-050-75; 215-050-76 THE LAND REFERRED TO HEREIN BELOW IS SITUATED CARLSBAD, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: PARCEL A: PARCELS 3 AND 4, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AS SHOWN AT PAGE 16044 OF PARCEL MAP FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 5, 1990. PARCEL B: A NON-EXCLUSIVE EASEMENT FOR PARKING PURPOSES AS SET FORTH IN ARTICLE II (D) OF THAT CERTAIN DECLARATION AND RESERVATION OF ACCESS AND RECIPROCAL PARKING EASEMENTS DATED FEBRUARY 21, 1990 AND RECORDED MAY 7, 1990 AS INSTRUMENT NO. 90-249319 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, CALIFORNIA. APPLICABLE CODES APPLICABLE CODES: 2016 CALIFORNIA BUILDING CODE 2016 CALIFORNIA MECHANICAL CODE 2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA ENERGY CODE 2016 CALIFORNIA FIRE CODE 2016 CALIFORNIA GREEN CODE DISABLED ACCESS NOTE COMPLIANCE 1. I AM THE DESIGNER/OWNER IN RESPONSIBLE CHARGE OF THIS ADDITION/ALTERATION PROJECT; I HAVE INSPECTED THE SITE/PREMISES AND DETERMINED THAT EXISTING CONDITIONS, • ARE 0 AS IMPROVED PER THESE PLANS, WILL BE IN FULL COMPLIANCE WITH CURRENT SITE ACCESSIBILITY REQUIREMENTS TO THE EXTENT REQUIRED BY LAW. KATHERINE BAKER ~ NAME (PRINT) V SIGNATURE 7/12/18 DATE [8J DESIGNER • OWNER 2. I AM THE DESIGNER/OWNER IN RESPONSIBLE CHARGE OF THIS ADDITION/ ALTERATION PROJECT; I HAVE INSPECTED THE SITE/PREMISES AND DETERMINED THAT EXISTING RESTROOM(S) SERVING AREA(S) OF ALTERATION, • ARE • AS IMPROVED PER THESE PLANS, WILL BE FULLY ACCESSIBLE ACCORDING TO CURRENT REQUIREMENTS. KATHERINE BAKER ~ lijP' 7/12/18 [8J DESIGNER NAME (PRINT) SIGNATURE DATE • OWNER 3. IF THE BUILDING INSPECTOR DETERMINES NONCOMPLIANCE WITH ANY CURRENT ACCESSIBILITY PROVISIONS OF THE LAW, HE/SHE SHALL REQUIRE SUBMITTAL OF COMPLETE AND DETAILED PLANS TO THE BUILDING DEVELOPMENT REVIEW DIVISION OF THE DEVELOPMENT SERVICES DEPARTMENT FOR FURTHER REVIEW. PLANS MUST CLEARLY SHOW ALL EXISTING NON-COM PL YING CONDITIONS AFFECTED BY THE REMODEL (INCLUDING SITE PLAN, FLOOR PLAN, DETAILS, ETC.) AND PROPOSED MODIFICATIONS OF DEFICIENCIES TO MEET CURRENT ACCESSIBILITY PROVISIONS. THE PLANS MUST BE STAMPED BY THE FIELD INSPECTOR PRIOR TO SUBMITTAL FOR PLAN REVIEW. SAN DIEGO, CA 92104 CONTACT: jOHN HOURIAN DANA DUNCAN PHONE: (619) 223-9400 MELISSA YOUNG PHONE: (760) 519-4446 EMAIL: melissa@studiomyid.com PHONE: (949) 489 -5623 x 101 EMAIL: team@hourianassociates.com EMAIL: dduncan@vestar.com FIRE DEPARTMENT NOTES 1. EXIT SIGNS MUST BE INTERNALLY ILLUMINATEl;l. (2016 CFC & CBC SEC. 1013.3) ' 2. PROVIDE TWO SEPARATE SOURCES OF POWER FOR EXIT SIGNS CONFORMING TO 2016 CFC & CBC 1013.6.3 i 3. THE MEANS OF EGRESS INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES. THE EGRESS ILLUMINATION LEVEL SHALL BE 1 FOOTCANDLE (MIN.) & THE MEANS OF ILLUMINATION SHALL BE PROVIDED WITH A 90 MINUTE EMERGENCY BACK-UP POWER· SUPPLY SOURCE. (CBC 1006) 4. PROVIDE A MINIMUM OF ONE 2:A10:B-C CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 3,000 SQUARE FEET, OR PORTION THEREOF, ON EACH FLOOR. (CFC 906) 5. LOCATIONS & CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH CFC 906 AND CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 19 6. DURING CONSTRUCTION. AT LEAST ONE FIRE EXTINGUISHER SHALL BE PROVIDED ON EACH FLOOR LEVEL AT EACH STAIRWAY, IN ALL STORAGE & CONSTRUCTION SHEDS, IN LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED OR USED, AND WHERE OTHER SPECIAL HAZARDS ARE PRESENT PER CFC SECTION 3315.1 7. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL CONFORM TO CFC CHAPTER 33. WELDING, CUTTING AND OTHER "HOT WORK" SHALL BE IN CONFORMANCE WITH CFC CHAPTER 35. 8. ADDRESS IDENTIFICATION SHALL BE PROVIDED FOR ALL NEW & EXISTING BUILDINGS IN A LOCATION THAT IS PLAINLY VISIBLE & LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. WHERE ACCESS IS BY WAY OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, AN APPROVED SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. PREMISES IDENTIFICATION SHALL CONFORM TO CBC SECTION 501.2 9. DUMPSTERS & TRASH CONTAINERS EXCEEDING 1.5 CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF GOMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS PROTECTED BY AN APPROVED FIRE SPRINKLER SYSTEM OR LOCATED IN A TYPE 1 OR 11A STRUCTURE SEPARATED BY 10 FEET FROM OTHER STRUCTURES. CONTAINERS LARGER THAN 1 CUBIC YARD SHALL BE OF NON OR LIMITED-COMBUSTIBLE MATERIALS OR SIMILARLY PROTECTED OR SEPARATED. CFC 304.3 10. EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE .CABINETS, FIRE EXTINGUISHER LOCATIONS & STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED BY CURTAINS, MIRRORS OR OTHER DECORATIVE MATERIALS. 11. THE EGRESS PATH SHALL REMAIN FREE & CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS PERMITTED IN ANY EGRESS PATHS 12. ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THE CFC CHAPTER 33 & SCCFD'S SPECIFICATION Sl-7 -CONSTRUCTION SITE FIRE SAFETY . ' 13. FIRE DEPT. ACCESS TO THE SITE, THE BUILDING & TO ALL FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED AT ALL TIMES, IN ACCORDANCE WITH CFC CHAPTER 5. NO OBSTRUCTION SUCH AS VEHICLES, STORAGE & OTHER MATERIALS OR OBJECTS SHALL NOT BE PLACED OR KEPT NEAR FIRE HYDRANTS, FIRE DEPT. INLET CONNECTIONS OR FIRE PROTECTION SYSTEM CONTROL VALVES IN A MANNER THAT WOULD PREVENT SUCH EQUIPMENT OR FIRE HYDRANTS FROM BEING IMMEDIATELY DISCERNIBLE IN ACCORDANCE WITH CFC 50B.5.4 14. ANYTIME THE SPRINKLER SYSTEM IS IMPAIRED, A FIRE WATCH IS TO BE PROVIDED, THE SYSTEM IS TO BE TAGGED & A CORRESPONDING IMPAIRMENT PROGRAM IS TO BE PROVIDED FOR THE FIRE PROTECTION SYST~M IN ACCORDANCE WITH CFC CHAPTER 9. 15. ANY AWNING FABRIC TO BE INSTALLED SHALL BE PROVIDED WITH AN APPROVED COVERING THAT MEETS THE FIRE PROPAGATION PERFORMANCE CRITERIA OF TEST METHOD 1 OR 2 OF NFPA 701 OR HAS A FLAME SPREAD INDEX NOT GREATER THAN 25 WHEN TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723 & FLAME RESISTANT AS SET FORTH IN CCR. TITLE 19, DIVISION 1, CHAPTER 8 & APPROVED & LISTED BY THE CALIFORNIA STATE FIRE MARSHALL IN ACCORDANCE WITH CBC 3105 i PLAN CHECK NOTE: ✓---v-----, ... ---v·---... --,✓---y--..,,,..--v .... --.....,---y--.... ... ---....., ....... v ... -·v-r--, ...... ---..✓A',,-, ( PLAN CHECK NOTE: . 1 ) ( 1. THE MONUMENT SIGNAGE REQUIRES A } ( SEP ERA TE SIGN PERMIT -BY OTHERS. / ., ' ( APPROVAL OF THE SIGN WILL NOT BE ' ( A PART OF THE CONSISTENCY DETERMINATION. \ CONSISTENCY DETERMINATION l!XHIBIT ' < \, 2. OVERALL BOUNDARY LINE OF ALCOHOL AREA j ( IS 7,934 SF OF WHICH: I ( A) EXISTING DINING PATIO AREA= 3318 SF '> > B) PROPOSED DINING PATIO INCREASE= 2760 SF , \ C) PROPOSED PLAYGROUND GRASS AREA = 1856 SF / ( INCREASE IN PARKING REQUIRED FOR ADDED PATIO ) ~ 2760 /100 = 28 PARKING SPACES (INCREASE) ,! \ TOTAL = 153 EXCESS PARKING (SURPLUS ALL CENTER) ) / MINUS 28 PARKING (INCREASE) \ ( REMAINDER SURPLUS PARKING= 125 EXCESS SPACES\ \ I ,, __ ... ~,,_,/',,_,/',,_,,~...._ _ _./',,_,.,...__,...A..._ ... A..,_/,, _ _..A..__ ... /'..__,.A.__,,/',,_/,_ ... ,,._, _ _.,,,.._ ___ A..,_ ... A ...... / FORORIGINALPllOJECl'NQ. (SOP .. 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' ' ··_n'1-~···_,', .. _ /' ·f, ·1 ~, . . , , '\•·1~, . •,, .. , , .,,.-, •t.\:il •' . . ·•-,._ ;;-.~ ..,. ·7·· ·, ., ,, . .,.,. Ca" ~ .. ·. < "'· . .. . •. . : '':,,,., '· . . '.· . . .·• · .. "·•.% ... ~~'.::,,,,,,., .·.· . ·. ' ' .... · "•.· .. ·>---~~ ·~ . . ,,:-.., "¾-.,._,_,~, .. , ..... ":,. •. ·-.. ., ,. ~-...... _ ... . '~'-, .. ,, •.. . . . . . '" ~ ..... ·-;. -Y •••• ;,. : I" :, ii . I : 11 i l j I Ii '. 1' I I ij I I ii 11 . I ' !j I ·-. I ,, i, ,; . j I ,' ! ' , I I ;H di I I 111· : I I, .-/· I ., ' I , !SI i I : ' . '<· :. t L sH I I _d, I I ! .q p J ' . I l-l i I : I i I I. THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL A.t,;P SHALL REMAIN THE SOLE PROPERTY OF BAKER ARCHITECTURE, WHIG~. IS THE (J\:'fl'/ER OF COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED {IN WHOLE OR IN PARl), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WlTHOUT THE PRIOR WRITTEN CONSENT OF BAKER ARCHITECTURE:. (/) -u 0 ::j m 0 :::, ~ ~ ~ CX) CONSISTENCY DETERMINATION for PLAZA PASEO REAL -LOWER PLAZA HARDSCAPE IMPROVEMENTS 6941 EL CAMINO REAL, CARLSBAD, CA 92009 '"'CJ REVISION SCHEDULE a; O:D REV DATE BY DESCRIPTION I-if/;~ o-mzm c.... I----mr.oz m [mm~ 0 /_ --m ©G:im -I a-o I ~m·m ~ -~~o~ _., '. ~ -;-' )''(/) -...J /_ ! 2"()1<0-i 0 , ··-·-~ 2i5Nm OJ /-\ I a -...JQ:ii: BAKER architecture B a ~ I ~ w.~ Sir --' ---,,-, 7t5'7.l1 X [==:> z, • ,-?/ --l-/ 7 ' Q ====~===== -----! ------ 763. 7 X -----------------TI---, X) \·--. EXIST. PARKING LOT -TO REMAIN AS IS I > ," ----V'/ [r91' ----!! ~] // _// cc~, c· ~) :::\ C \ I \ \ ('\ O \ c\ \ I -\ ---- :('.x ~2--- l_ I --I l_ --_, ________ --------~--~-------,-------- ----------------_J \I I ----o/ (E) LANDSCAPE .,..,..,..,.~..,. (E) coNC. I / ,:i/,:~C//////~ ~-//~ 0 I / P/ (C)SDGEROOM--_Jv'. I EXIST. CONG WALK -TO REMAIN / \ I \ • EXIST. CONG CURB -TO REMAIN I\ \ :\ w : \ \~I J I 30•-o" X ~J --------~ 7 --0. l \ ~,~J *11~:l EB X ? 1_::_✓ EXIST. CONG CURB -TO REMAIN ;,;# EXIST. CONG WALK-TO REMAIN ,f' 0 f {I I I I I I I I \ \ ' \ I I I I l I \ // _//, ' I I \ \ ~ -~- \ \ / ~ ·-.~ ·w_ ;<.. I ' ' \ \ \ \ ' \ \ \ 1• I ~I //, ,, > -\L_--:-l-= ~I I I I / / / '1\ /' I II (E) FIRE RISER ROOM-~ // II (E) UN-PER / /. I II TO BE DEMJ6TED SHED ROOF / \\ ED & REMOVED -~A. I 11\ EXISTING 1 STORY BUILDING MUL Tl-USE (CONSTRUCTION TYPE= V-B, FULLY SPRINKLERED) NO MODIFICATIONS PROPOSED FOR BLDG. 0-1==,¢1 ~ /' l(j) /// 0 01-n 1// \fTI // 'rn ~ 1-\ 0 1(/) z ~/ ~' :0 1IJJ 0 I); \0 (' // r A 1-- 1// 1-z z //, 1rn , ~-REMOVE ALL (E) AWNINGS, RAILINGS & OUTDOOR 01 FURNITURE \ \ I \ \I --1+----(E) STREET SIDEWALK & CURBS TO REMAIN AS IS rn -- \~ -~ p 1-0 i;tl 10 1-0 ,rn a :-< 1C:. 1-Z irn I \ \ \ 0 r.1_ ~'--,{ ·-=~=-7 / ' ----- J : -----------------------~ 1/ / / / / I/ , Y'V"--. \I II / \ II DEMO & REMOVE ALL (E) DECORATIVE PLANTER WALL FEATURES I ~ ~ /~ ------------------------------------------, 11, , ___ _,,,-v-._ ,1 ): \ \ I / / ' ' ' \ / ' ' ' ;;:~ / // ' / ' / ' / \/ -~ ';;:; I 1 /// 1 1 // /, / 0//$/ • , /// \ DEMO& 1// L 1/ L 1//c / / / ' ~,-,::'to RvAE (E) PORTION OF -' ' ., ______ J , ________ , ~ -n-'\ (E I I 1 EXIST. CONG WA \---1-\ ---\---_--t-C\ I \----+1----EXISTING BUS STOP STATION. ---EXISTING BUS STOP SIGN TO REMAIN I I ~ -:;;; --EXIST. CONG ;ALK -TO REMAIN--// I ~ 1/1//////1////$;;;~;/~¼(~/0 1/ I , -~--1 I" ------___ J • / ------I 0 EXIST. CONG WALK -TO REMAIN : ~ // // / / / / I ,% /\ / \, / ' / ' \, \, ' ' I / ~--7Y = :::.__-7 ,...-~ ------\ I II I \ II k ~ ~ ~I I LK-TOREMAIN--l--1 , __ -- I 11 _.. .... _.. .... _.. .... ---_.. .... _.. .... _.. .... / V V V V V V ~, ' \ I } \ DEMO I REMOVE EXISTING~ \ C I ¢ / LITE POLE {> ~\ ~'iJ ,:UK ) ( -~{;.~ 'I ,F,::,,;;+'-,--,,''---------1 > ~1-~ o;t.----£.0~ 1/) --.., ' TO REMAIN ):.) RAMP ~ ' \ \ \ I I I I I I I I I I ~ ' ) / / II I I II i\ ~_/v'-._, 11 L "---=~-=----=-/ _J ~' i!?!f ~~~--/ () l~1l'N" f' I I ) REMOVE , 1 -7/fu ~ / / \ ~----1--f---\"r----(E) ACCESSIBLE RAMP -TO REMAIN ·~ -~ ~ w V/ w / / -, 1// // ~ 1/1/1/1/ PALMTREE \ }-_ j ____ // / DEMO I REMOVE EXISTING ', -;,c/ ✓;&'.~-; , r' WMER FOUNTAIN FEATURE ; /'? --1---) CORRAL TREE-- , / / TO REMAIN EDGE OF EXIST. CONCRETE---~ / / / ~ /½ /4 / / '> /'/ / REMOVE ALL (E) AWNINGS, RAILINGS & OUTDOOR FURNITURE / 1 1 TO REMAIN -~--.v 11 / / / EXISTING 1 STORY BUILDING MUL Tl-USE (CONSTRUCTION TYPE= V-B, FULLY SPRINKLERED) NO MODIFICATIONS PROPOSED FOR BLDG. / / /_ /// %1/#~/ ™ ///~.;: ;; '///, /, / / . I ------EXIST. SERVICE CORRIDOR -TO REMAIN----- __ //\'I/,<_ /-----J/ " / " / --~ ----✓ /'-. A.. v~ ----... ..._____ ---7 /I 1 :-('.I ~ ~ ~ 0 ~ ~ ~ I I I I L~-, ,~ I ) ,) I / ,,-"'/' ,/. /',/-s7,' I I I" -...... )< /" / /\ /"-,_ /". /\ \ I ' A_ -y )\ ,A > _/, X I I'-Cf_! '!'" y x > i~ 1-:!'" ,1\ \ \I\ °',,.C 1-'(JL'y-V V y'\f-1 \,1 '! I d/J ) , , / r:c, f , 1 y Y<..'-< , 1 ,T, , 1 1 'Ii ::a-a / /) )\ XL*~ /'y _ -,/\., _ _ '-( °'x_B':~/'-\, ~ ( ( (~( y )( ( '1 \: X j/' > > '>'> X.<x>g) < ~Yx>)<,Y</ ///,X)' ((X)'-'1 /,((Y>"I I/<>>> / / ' -.( > ,/\ \, / 0/ ,( 'y / REMOVE il / / / y !)r { 'I )'----"V' -/, / C:JE! y / PALM TREE / / /'l_,l"'\/'I '?,'//7SC: 1,y1><-/' \ 1-~v-~v--v-1v -v--v-~ / / I /', rc17('r-1-(-, A A /;-,-,·ne1 '-\ \ ' \V 1 ;,,i I v< ~ ,i'i ;x x -<. Ci'J c1J 'I 1 l ',_ ---~-tb / /} X x-X )< X X: ',( " ( ~\ 1'17;,_" ) 1 ': 1,1( ,cv-1'~$11~-ui~:i)AA,L,_'M,,TR~J2S ~-,0->>J' / -~~ff'.~\\\ '----~ V A V /'----~/ ' --r-#f.µ_1-I I I ' '-/ ' / ( /il1~fl~s;;-4J I ': V / ~1!._,A\\'1% 1 1 1 \ ' ~~-\sc,/ / ' > I ' / < ' / ' ) / < ' , ----------------------------------- I \.-~' ,_ '~-'&-'--'~,' _r ) // \' \, \ l/) --.., ' / "11r / / (E) PALM TRli\ES TO REM~iN c---, 3Q'-Q" r/j> /; / j XTJ, 1\ \ ~(E) STREET SIDEWALK & CURBS ~ ro ~"""'" ~ \' I ~ ;Q 15FEET SETBACKLINE ---------1-t j ///1' / __J/ \ ------f-----1---1+---DEMO & REMOVE (E) MONUMENT SIGN & EXISTING PLANTS •• 0 ci--------tOt Cl ---- --------------- -~ -~-------= . 9, in, ..-- EXISTING PRO-PE-RTY LINE -- EXIST. STAIRS -TO REMAIN -~ 304.85 ---(E) CORRAL TREE TO REMAIN NB 1'00 '5 7 "v1/ 399.0~ \ ---1, -----+'-\----1 \ ;::-::: . , ! 01 -I I.(), ..--, 1/) --<6-/-_ _J '? /' ~------ I ~;I -~ -----; J I; --------------- \ \ ()/ iiJ 94, 18' ----- ---------------------------\\] ----------- AVIARA PARKWAY ====~,-DODO REMOVE THESE 3 PALM TREES (E) PALM TREES TO REMAIN~ ~-'==~/ (E) STREET SIDEWALK & CURBS~------. ----=====~= TO REMAIN AS IS .--------z _ _J -,~-- 0 () -ir-_,-;;:::· --~ \--------EXISTING STREET CROSS LIGHTS ---~~==~ \ TO REMAIN AS IS. / ~-=- 1 LOWER PLAZA SITE PLAN -PARTIAL DEMO N ~ SCALE: 1"=10'-0" 1: ORIENTATION I rn I I L.U C'CS I a::~ w ?, ~.e3 <Ce CO ro 4080 CENTRE ST, STE #203 SAN DIEGO, CA 92103 . TEL: (619) 281-5937 ~ www.bakerarchitecture.com ~ ; " w i I): ~ Cu L 0 ~ a: w ' w z z 0 8 - in ~ fC z a: ~ • a: ~ w -I-[ w w 0 I a Z >-a O (.) 6 -z I f-W !:;: [l_ 1--. -,,, a: -b o Cl) w ,,, z awwO a:_JOO a.. ::> _,_ " ~ 0 >--f--~1-,- I w al :::s:: a ,l-o :c a (.) © en LU CO z l--0 Z ~ 1i3 0 <'( 00 z -D ~ w ,,, co ~ > > , ' 1---t---i C a:UJ W --'C\jl 0 a: ~r...: u PROJECT #' 170641 " ffi 5 5 ffi z i ~ ~ 0 w w ~ er., 1-:z I I I 3i,,_ ~ " 0 ~ QI I I ~ 'I > izO i cc: • 10° [ ~l-1110, ~ <(O 8 I ...,.,.,..N I Z--... °' @ -(_)<( § U)o ~ --=::::::oo-~ -=::::: cc <(' i a: <( ffi i W 1 ~ ~1-<(<( ~ No iWC:::C:_j ~ 0 I<( ~ a ~ ~ >-cc: 0 ~ I I I 2 ~Os~ iZO~ ~ W •w ~ I ~ ~ I-,-.::i-< ...,.,.,.. O> ffi ............. c.o ! Cf) I I I i ,n CC: ! V,IQ g Z I I I iO~ j ()0 ~' <:Ci ~ N ~ <( 8 I ~ -o w ~ ii DATE:07/12/18 I :, ~ ; T1 (E) PARKING SPACES -TO REMAIN AS IS ___ , _,_ • :c,1:i: 7 6'.). 7 X ----1-- -------- ~) ·i: --:c; ///// // / // • -------1 ~------=---,1 ---- ~cc-_ ~ EXIST. CONG WALK -TO REMAIN <'. ~ I • EXIST. CONG CURB -TO REMAIN .\ X @i] -~ I (E) PARKING SPACES -10 REMAIN AS IS 5, 0 ~)\\) :c:) 0 r i I~ Ir-30'-Q" ,- \{T\ I cc=~ _ ___l----, I (E) coNC. I ~EXIST. coNC WAL' W/2% CROSS SLOPE \I -Tlil REMN ACHl DIREC\l:ION /'()- I I (E) LANDSCAPE I\ (7)/4jf;Ji?$~ /\~~ \ / (E) SDGE ROOM I 11\:% / I I I I I / / 1/ G.C. SHALL USE SPARE METER AVAILABLE AT SDGE SWITCHGEAR FOR NEW ELECT. PANEL DESIGNATED FOR ALL PROPOSED OUTDOOR LIGHTING & POWER NEEDS IN COORD. WITH ELECTRICAL ENGINEER (E) FIRE RISER ROOM--- I ,~I I \ 7 1/,/; I 1// ~ I I \~ 0 --+--(E) coNC, WALK ~ 0 I ff) / I ::1 0 \--r7-\' (E) STREET SIDEWALK & CURBS TO REMAIN AS IS l \ ====~~=~=~~=-=~~~=~-= ---·----------· I I AND GAS METERS ""Q / 1rEXISTING GAS MANIFOLD G) 0 :,u l 1 J 7 6 7. /5 X 1-_\'--. --> 1.-- L. (E) PARKING SPACES -TO REMAIN AS IS "> c::__! EXIST. PARKING LOT -TO REMAIN AS IS [~~> (E) PARKING SPACES -TO REMAIN AS IS [~ [~1] r --" \f C nil \@3 • j 1 ur EB I I I I I \ \ \ ~ ~ 0 \ \ I I I I . // / I 0 --~ I X I I --~-........~---[:_.✓EXIST.CONG CURB -TO REMAIN--// \ \ \ \ / (~ .0 ' EXIST. CONG WALK -TO REMAIN---,,'-- W/2% CROSS SLOPE EACH DIRECTION 7 I \ \ NEW CONG. FILL A Tl ALL HATCH AREAS (TYPICAL) \ \ (N) OPEN TRELLIS SHADE STRUCTURE -SEE RENDERINGS----~ \ --------------------------/////~ --·-------------------···------------------·--, \ EXISTING 1 STORY BUILDING MUL Tl-USE (CONSTRUCTION TYPE= V-B, FULLY SPRINKLERED) NO MODIFICATIONS PROPOSED FOR BLOG . \ \ \ \ \ / ~---(N) 42" HIGH PLANTER WALLS -TYP. ~-(N) OUTDOOR DINING PATIO FURNITURE NO PROPOSED SHADE STRUCTURE '0·1:J\-~-G.C. SHALL SET-UP IN COORD. Q""Q 0 W/SDGE A NEW GAS METER / / \ I FOR OUTDOOR PATIO GAS {T\ \ NEEDS. SIZE SHALL BE ESTABL. -r, 0 \ 1 WITH PLUMBING ENG INNER. A //1\ --< 0 \v-G.C. SHALL RUN NEW GAS LINE c:. / / \ TO ACCOMODATE FOR ALL ~ 1 NEW GAS HEATERS & FIREPLAC zrn /1/, \ GAS SIZING SHALL BE COORD. 0 \I WIPLUMBING ENGINNER 0\I 0\I ~1\ JI 0 I 5'-0" I (N) WD. TRELLIS SHADE STRUCT. ~ W/STANDING SEAM MTL ROOF COVER (N) LANDING OVER OUTDOOR SEATING. SEE RENDERINGS I/ 1/, •· //, /.~~,(.,,_,_,.,":· ~· -: ' ¾;{~, -= \ I ---i (N) ACCESSIBLE PEDESTRIAN RAMP TO CONNECT STREET WITH LOWER PLAZA RAMP TO BE SUSPENDED OFF THE GROUND ON PIER FOOTINGS -DUE TO EXISTING STEEP GRADE SLOPE & VEGETATION ACCESSIBLE RAMP SHALL HAVE 8.33% MAX SLOPE AND 2% CROSS SLOPE IN EACH DIRECTION WITH INTERMEDIATE LANDINGS REQUIRED AT EVERY 30 INCHES OF ELEVATION CHANGE OR 30 FEET OF RAMP LENGTH. (TYP) ---EXISTING BUS STOP SIGN TO REMAIN \ \ I I I ~ i ;,:,,. f,L ,~-" "~'--· ,-· co· ·1 "~ rn. ~-· 7 ... , , , CfJ. E RAMP \' -----'c\----EXISTING BUS STOP STATION. ----EXIST. CONG WALK -TO REMAIN--- \ ~1/0 ~ ~ /// 1///// /. 1/ ~ -~ 1/1/,; ·:; / ~ -~ ~ '////. // // / ~ / ?}g§ 0 ---EXIST.CONCWALK-TOREMAIN---1 0 W/2% CROSS SLOPE EACH DIRECTION : /~00 1/ 1// /% EXISTING 1 STORY BUILDING --------,----------- (N) 42" HIGH --- PLANTER WALLS -TYP. (N) OUTDOOR DINING PATIO FURNITURE---- NO PROPOSED SHADE STRUCTURE DAPHNE'S PATIO .. +/-535S~ - 1 (; ' lfli "','-L/ "\,, r~ ___ ;_;/ ~/2l' 1.n."t;:_ --, ' ~ ) ~ ,,~ 0~ (N) PATIO UMBRELLAS \!~ ti ' ON MNTD. STL POSTS C , C\ __ --' ~- C J -'ti;I. I ,2/ <) '~ ' ·<~ ',.; >:),;; ,. TIN LEAF PATIO "\ (N) STAIN ~i~~WITH~ . / ~+1-1000 so~Tc1r # YV~ . .,,. '--+-~(N) CONC. LANDING (E) PALM TREE TO REMAIN \ .1..\\ J .. L-1, ' MUL Tl-USE (CONSTRUCTION TYPE = V-B, FULLY SPRINKLERED) ,-A····· __ i ~ ~~ J -'--'----'\ ov • ' • I 0 I'.. (E) CORRAL TREE TO REMAIN NO MODIFICATIONS PROPOSED FOR BLDG. / //// 1/ . / 1/ . / ///// (N) OUTDOOR DINING PATIO FURNITURE UNDER (N) OPEN TRELLIS SHADE STRUCTURE -SEE RENDERINGS / : -i ·, ~1 J ,-F-\ ~ • //;; . 1_ •~ . \ ¥ (N) OUTDOOR DINING PATIO //7 t·~. h-..l.·2'--=---j \ FURNITURE UNDER (N) VINYL AWNING SHADE STRUCTURE -SEE RENDERINGS ; ----Cl \ ~ -1~) ~ I\ (N) 42" HIGH ' -~ • \ PLANTER WALLS -TYP. ~ ~ ff7 \ / -j ' t C •,~ ' ·-i ------EXIST. SERVICE CORRIDOR -TO REMAIN ----- (N) PATIO UMBRELLAS I 1\~ • ti ""J -~~ •,; -· ·=:::i .. 1·· --. "' I IL L ~\. ~ (E) PALM TREE TO REMAIN (E) PALM TREE TO REMAIN _, --c----7 , I i L__J !i l 11 fll nr-ll . \ 30 -0 n ~5 e 1 hi II T-12 '? ~ ' --=J NEW CONG. FILL AT [...::.J ) \ ALL HATCH AREAS l \ (TYPICAL) TO REMAIN \ ~ -it-~-(E) STREET SIDEWALK & CURBS TO REMAIN AS IS (--·vPLANc~~c~-~o~~~-v--·v--·v--•.--.--.--v&v•,) t-ti\, \ , 1. THE MONUMENT SIGNAGE REQUIRES A / SEPERATE SIGN PERMIT -BY OTHERS. ) ' APPROVAL OF THE SIGN WILL NOT BE ) ' A PART OF THE CONSISTENCY DETERMINATION. ) / \ ', 2. OVERALL BOUNDARY LINE OF ALCOHOL AREA / ( IS 7,934 SF OF WHICH: ) i A) EXISTING DINING PATIO AREA= 3318 SF \ > B) PROPOSED DINING PATIO INCREASE= 2760 SF < ', C) PROPOSED PLAYGROUND GRASS AREA= 1856 SF / (, INCREASE IN PARKING REQUIRED FOR ADDED PATIO ) ( 2760 1100 = 28 PARKING SPACES (INCREASE) ) , ' ( TOTAL = 153 EXCESS PARKING (SURPLUS ALL CENTER) ) -------ON MNTD. STL POSTS LJ ar~ •:Ii \ \ (N) LANDSCAPING SEE LS. PLANS ,' MINUS 28 PARKING (INCREASE) \ -- DOD ~-tO+- ----------------------------- --0 1 ~t~ I .1=~=13t,4'.i(X '"' • ~,,.",: • '' ,,, '°' • ,.,, ----------------------.-=----15 FEET SETBACK LINE _, L{) ~ EXIST. STAIRS-TO REMAIN--~_,__~ Cl EXISTING PROPERTY LINE 304.85 ··--· ·------___ ._----=-----__ ---=.:._ ---::-_:::__ __ ---;-____::_:_____ -- ---- N87"00'51 "W ·---, 399.0 c,,.,,u.G~CB .. ti!J.[ ------ (N) LOW RETAING WALL +1-24" HIGH (N) SIGNAGE WALL +/-48" HIGH SEE RENDERINGS I (N) NATURAL GAS FIREPLACE II W/HEAT RESISTANT GLASS SHIELD -SEE RENDERINGS l/l -~ -' _J ~ (N) TRELLIS SHADE STRUCY ' --WIOUT ROOF COVER OVER --01 _, L01 ~ 8 OUTDOOR SEATING. SEE RENDERINGS / (\ <_rl ,I ~---------- <) (ti} > REMAINDER SURPLUS PARKING= 125 EXCESS SPACES< ' I ,_A rA--A--A--A--A--A--A--A--A--A--A--A--A--A--A--A--~-/ I I CONCRETE AREA SF CALCULATION I NEW WALLS= 161 SF (TOTAL) NEW CONCRETE= 3,474 SF {TOTAL) II TOT AL AREA = 3,635 SF --------------------- 94, 18' ---- /\ \SI . . ooaa •o 88 n -~ ✓< (E) PALM TREES TO REMAIN~===-·----------··-· ---. ---===~ \------~;l~~l~;l~:~El;T CROSS LIGHTS (E) STREET SIDEWALK & CURBS~======= -----~--------- AVIARA PARKWAY 1 TO REMAIN AS IS _....-,__ ~,\ -_J -----· LOWER PLAZA SITE PLAN -PROPOSED PLAN SCALE: 1"=10'-0" TOTAL DISTURBED AREAS= 3,635 SF < 5000 SF (THEREFORE NOT A PRIORITY) N --~ \ ORIENTATION 1 caro 1 I I ~~ w~ ~-~ <Ce CO ro 4080 CENTRE ST, STE #203 SAN DIEGO, CA 92103 TEL: {619) 281 .5937 ~ www.bakerarchitecture.com ; ; ~ ~ 0 ~ 8 ~ \): $ w > w a: z 0 ~ :. ~ ~ a: 0 W -f-~ w ~ 0 r Z >-~ 0 0 0 -Z E !:i: ~ " -en r a: -u o en w en z awwO c:_JOO ~ ::, !!.!o>-~ F w co 1-0 I . r 0 ~{/)UJCO QZI-!:'. ~ Q r3 re w ene,j'ro":f_,_+--(-iJ __ @ >I> C: w w C\l 0 a: a: w ~I PROJECT# 170641 ~ ~ w ~ z 0 ~ w z i ~ ~ U) 1-:z: I I I ~ ,._ ~ ~ QI I I ~ .• > 'zo E 0:: " ;oa ~ ~l-1110") ~ <(O 8 " <(N e. z O") § (_) <( § -U)o ~ --=:::::o -: ..::::::: a: ~ i a:<( ffi ~ W I ~ ~1-<(<( : No ~w<(_f 1s O I<( ~ a ~ ~>-0::0 ~ I I I~ ~Os~ ~zoo "· _J ! W •w ~ I T"""" ~ I-<i~ ffi c.o ~ (/)Ii I i (/) a: ~ 0 g Z I I I iO~ 10° ! <( ~ N I <C 8 I w ~ ~ a ! i'"I _D_A_T-E:_0_7 /-12-/-18---fl :a' w ~ I w m ~ T2 . " • .• .• ., • ' ' • .• ., ',i, 4 . ·.,". • . • <l . " • i • (N) INFILL AREA WITH CONCRETE .. ' •• • • e. • • . .' ,: ' .. ., . • ' . . . • • - ~--TO MATCH EXIST FINISH & SLOPE , · • ..• SHALL BE STAINED & SEALED. (COLOR T.B.D.) ~ ~ '-· ' · • • •. . . ' • . - •• • • • • • ,:I • ' <I 4' • -' ;l . t --4. -. • '. _,,. • '4-' • . ' • • • • • • .,-. ,4 ' . -• - • • • ~ ,; • -. ' ~ • ~ <l . -(N) INFILL AREA WITH CONCRETE-----------,L,-,.L-.,,.__-,,"-;1 TO MATCH EXIST FINISH & SLOPE SHALL BE STAINED & SEALED. (COLOR T.B.D.) ~xxxxxxxxxxxxx. · .' • XXXX X X X X X x X Xx x · , • • • •. ' . ' -·. -.; "•-4_. .<I." ' .;, ., • ' 4 •-', ·. . . • ' , .• A~ ~, 0 ffi . _J ('.) :,,:o z _J -al O'. O'. 0. 0 Cf) LL ~ :::; 0 -_J w 0 ::) Cf) ::::! LL Q ::) -0. co C9 O >-> O'. rr'. II Q_ 0 w Cf) ti o. B ~~I-('.) z -0: zou F I-LL ~u o X => 0 w O'. :a: ti 0 Zz 0 £, w Cf) ::) ' ':::; ::) :a: . ·•- . • . ' • • ; -. ' .. • -' ' • -' • ' -· - EXISTING 1 STORY BUILDING MUL Tl-USE (CONSTRUCTION TYPE = V-B, FULLY SPRINKLERED) NO MODIFICATIONS PROPOSED FOR BLDG. EXIST. CONG WALK W/2% Cl3,QS)l_ ~1._0f_E Jc./\Q!:I PlRJc-PI!P!'t __________ .& GRIND DOWN AGREGGATE((NO EXPOSUVREVTOVUNVDERLYING BASE MATERIAL)) ' A A A A A A A A A A A A A A r & RE-FLOAT FOR FRESH LOO"]( ---· -· -· -· -· -· ----------•· Y• SHALL BE STAINED & SEALED. (COLOR T.B.D . I \ I \ I I \ (fl ---,.-- 5' -0" ' .. -. -' . . . . ·' • _., ,• ~ . -"·. -<II 4 • ·-·• ·-.. . ., . • ·• . ,l -' . N ~ I N, \ • . 4 .• • ·., ,l. ,,, " E) RAM~ ' ' ,., . ... : " . • • • - • • • • • , ,. • :· /" • . ' -•• • ~,-' ,i,; I <l. ., --,, ·~-t~- /,, / . ' . . • . . . - • ,, ',l • ,.<l . '.. '., . ., . ' ' ' ... '•,i • •• -. . , • • • • . , • . . ' " -.,.;1· . ' ·: " . L, . _Y)' ··✓---. " ' .. ··"'],,. ·:" ' "•· .';. - • -•"···"• · . • • •• • . " . . . -/' . • .• / . t • ' • -A ' . ' . ' •, ' •. <l . •• " .. ' . ., ~ ~ ··• -· . . ' ' ,l • ' •• .. •-· .,. . -• .• .• ' " . •"· ••• • • -. . •• • • • ' ,l' • _ __, .. . ,; . -, I . -, -· • ~ ~ ~ . s·-11" ' . . -. •,l' • 11 11 O 11 0 116 11 0 1111 °11 ~II O 0£ IS II ',It O 11 1111 Cl (I ~ Oo --• -~- " ' .. g,, 01111 d! o d 00 011 11 \ o 11 110 0 o o 11 11o'flddo 1111 11 11 11 11 doO (fl F o, 'I\~ (E) PALM TREE TO REMAIN -• ,<I •---·,l~ -• •. '-' ·•• •" ··-. ~- . -. • ... ·.•. • • . ' " . . " .. • .-4 .• . ,, .. -~ _; ~,1: ,. . ' .. . • • -· . ~ . •·• LI , 11 o 11d ''--'/ d oO I 0()_ 0 0 Q , 11 lt\oll9;~ \ (E) CORRAL TREE 1 011 u (\ '/:; o0 TO REMAIN ~i O II d dcl ~O & II ... 4./ . . ·,. -~ 4 -- • . ,!I -·" ' .•. ~ 1 • 11· -._'·" 4 4 . • • .--,i . " . ' ., .. ,, .• •· ·, •.· •C), " • • " . '-/• ,., • 4 • .-' __ .·ri~ ... • • • V • ·• •. 4 . • • • - • . ~-~ . . ''• • . . .• · ... . ' • • ' ' A <l· ' 0 •,.j'O • :·4 ' • . -,1~ " -~-.. . . .. '. " • ,i' • '. ,:1·.;, - • "~ ' / <i ., • • • - • • • • -• • •-·-~ • . ""'-/ -. " ,,~ ;,. .... ' ,i '" . ,'• ' . . . . . -• -• -• ~--· . ' • ' (N) INFJLL A.fl~AWITH (:ON6RET0E OVER SANS • : . . "'TO MATGH °EXIST;FINISH,,& SI..Ol'E · . • ·. . • · ,. SHi'>LL BE STAINED B;SEA[ED/(COLQR T.13.0.) · .•• •• EXPAl>JjSfON' JOl1S SHALL BE (JSED THRU .· ' • · ,DES,IGN PA ITRNS •. -, • C • •• .. , • . ' ' ,l .• . ' . _' '""-4, -. . . -·•. . • ' • <I • 4 •. " 4, •• " '. ,l ' .,• •·' • •,i ;i,·•·.,,, ~ .. .. •· • • • • . ' -• · ... ' . ., . ~· _.,,-.. • • . ., .. . . • -. • -. •: • • ,_ • -<1 . ' ·-., / ·_· . •, '<! . ·-'. . --· .-' ·. ~ ' -· . . • ~ . -~'i' . • 76'· ' ,9., . ' . . • • . -" .,i _·v .. /. / - (loiodo o llo def'i/o ddoi0 Co (I 0 0 •- (1,i -o d ~ 11 11 g O~--o 000&~ 0 d (IO Q O (l(lllalooll\ Odo \ 11 oOO <o /• .• --,9. 0 ~o O goo J (IQ 0&11 0 000°0\11~ 11(!. -' 7 •• • • 14'-s" ' •• .. ..,o . / • = -• Vl (E) PALM TREE .TO REMAIN . . • • • -",i •• ~-. :,o4· -~. ,,~ •. -.' ~- . -<o . • 4 '•. • •• ~ • •,l ,l I .... ~ ~" ... -' •· 4 .; •• • . •· .; .. ' -' ' ' . ' . . . . :• . . -; . . ~ -. • . -' -• • • ' -. -~ .. '.• .. I \ . • ·."'. - . • • " ',. • . " . ,, . -' ·. <o .. ' / •· A • ) . \)< . , . . - • • ~-· 4 _. -. ;;, ... - • f .• ' . . ... ' . /6'- ' ,9., .. . -~ ' . . • '7.-. . ,)' / • . '(o -_ /''• • -✓ • ' •• • • ' -•• ' .. . . . " ' . .• ,l • - <ll• • . .• • • • . • ' • •• • ' • ' -• • " ,i• . . ·• . ' . .,;, " . " . ' '. . . 4· . • • • • • " . ? .-.,, ,l ; - • . ,l _ • • q" • ,' -<l ~ . '' -~· ~ ' . -. "• ;, i ,. O'.) I -\ \ \ \ \ .l X i1 T/ \ ~ --'· . " ·/•.' , '.. . . -•~ • • . ,i· " • '.. ' • .. •-- ' , . . . . (I (I O 1111 lln II (I (1~11 o11£.s111,1to11 0 (I (Iv (I (I ~ 1111 .. ..,o -· . • •· < ',l·: •" - . ' ... • ,l_ '.. ,1' • -' ' • . -"" . . .. . . ·" • ; - • . ',.,, . . • ~"-.,,,_, ' --- <.O ~ I \ --;--(N) LANDSCASPE AREA SEE L.S. PLANS--- (!) ---,.-- \ \ EXIST. CONG WALK W/2% CROSS SLOPE EACH DIRECTION I 6'Xk GRIND DOWN AGREGGATE & RE-FLOAT FOR FRESH LOOK SHALL BE STAINED & SEALED. (COLOR T.B.D.) • '~-,l . ·--• . ' • • • • '•,i • ' • ' . . ' -• ' • - • - •• • • • . . • • ,j, . •. ., " •., . . . . ~ . ~ . . • -. . . ., ' .,, . .• • • . . • 0 o 11 11 11 O O II d 110 0 11 11 (I oA110 o (I do o (I 11o'hddooi 11~11 11 o do (Ill , 0 11 0 11d u O o 11 01)_0 Oo d od0 &9:,1-1 ,9. ' 1 011 do~% ~i O od ~ io811 11 o O 0 O II d "°' A 0 dO o7'0 dd 11ig / .• O'.) I otj- ~ ,/ <o ',1 . . • . • ' -.• l • • -. • • ' ,l' . • • • - • • • .. ' • -·,l • ~ • <l ~ .• • • . ' ~ . ·- • ,J .· ' • . . • ' . . '·-'. ,l .;, 1·· • • ',:. 1 ..• ' : ,;i .. ; ,_ ... ·_.; -·;• . -.... -. / • ... .i' __ .,, <l ~ ' " . .., -I \J r--' < - <l • • • ' ' ,l • ' •• . 4 . •. j ',<N)INFltLAREAwir1-1cowcRETEpv~sfND •• _- . ' TCY·MA'r.CH El«ISJ Flj\llSH & S~OPE . · ·• • • .• ~ • ' • . .SHALL·BE STAINED & SEAlED. (QOLO}< T.(l.D.)' 1 •• •I 'li'XPANSJON ,JOITpSHAL~ B~ USED THRU' _.· •. ",i' I, .. . ' · OESIGl<i PAT6RNS ;. • . • • • • • • , • • • - . . -.,_ •:· .. . . • • ' ' ;; . .. '\ ,/ -..'0 • N I ,n ~ I \ I ------• --SE~.S. PLANS -· • • ti •· . l\ -,1, • • ---SEE LS. PL,I.NS----------1----- ---(E) LANDSCAPE TO REMAIN--- ~-------- ----=-----==----~-==--~-- V ~':~1 -- d cf' II --!o~d Oo Oao" 0 ~- ~d -~00~11 (E) PALM TREE TO REMAIN 011 (I 811(100 (I ,~ ~ 0 11 0 g ~ 11 ~ 11(!. ooDD •o -=------- -:=::::__~------------ -,, . :, . • • " . - -- 4 ' " •· • • • ·--. ·" ~ . . . • • • • • ----L 16'-s" T --,s•=:t·---L--_ 1 ~ ----,E)CORRAL TREE TO REMAIN (E) PALM TREE TO REMAIN ---(N) LANDSCASPE AREA SEE L.S. PLANS-- CJ CJ AVIARA PARKWAY ---- 0 \ I \ \ I I \ _J (fl ---,.-- (fl ---,.-- (fl ---,.-- / --~ /7'~·. .. ; .. ' -~~~-- ----- ..----" /../.. -----or' \ \ II I ffi\ m ' () ~ -z 0 ~ ? -\ / <_//1 II "'If . I ------ I NOTE: OVERALL (N) CONCRETE AREA 3,635 SF~ 1 ENLARDGED SITE PLAN -CONCRETE WORK AREA SCALE: 3/16"=1 '-0" N ~ ORIENTATION :c' <,v.. ', ':i-,c::.:_c, 'Ci ?JV->½ '¥ ~ --....ii-:. ~ * 1 No. C28547 ,;; * t:0, REN. 6-19 ~ -~~~--< <§2 ' OF C~'-i . I (0 I I (tS I et:~ w~ ~-~ <ee co cu 4080 CENTRE ST, STE #203 SAN DIEGO, CA 92103 TEL: (619) 281-5937 ~, www.bakerarchitecture.com I b I I I I I I I ~ ; ~ i " " ! \)! ~ ~ a: z 0 ~ 2 I " a: Q ~ [ w w 0 I e Z >-~ 0 0 0 -z I f-W t:: a.., l-s -Cf) a: -0 0 (/) w Cf) z OwwO Cl:'. ....JD 0 ~ :::, ~Cl>-~ ~wlilt- o :c >---rf--!H-i---1_j e 01 ~C/JUJCO 0 Z I-~ 1ii O <( co z_o£::! ~ ~ "' w > > f§ ~ ~ I I/JI_, w ~I PROJECT# 17064 ~ ffi ~ z 0 ~ w z z ~ ~ ~ en 1-z: I I I @ w ~ ~ I.-~ ~ Q I I I ~ 'I > !zo i a: 10° ~· L_ 5r-111 ~ <(O ~ s C) ,s z c:::r::: N ~ 00) g -en<( fu ~ 0 ~..::::Cl .. ~ a: a:~ ~ --co ~ w -.....Cl) i :r:: _J ~ L_ --0::: ir--....,<C !WNO ~ c:::r::: _j' ~ 0 i<C ~ a w ~ ~ ffi >-a: 0 ~ I I I Z ~Os~ ~ zoc3 ~ W I_J " fcl w ~ L_ I ..--~ r-,~ ~ _.. m ~ ,n-.....c.o ~V.Jlil I cnoa: @Z ~ I I I I Qen j O c:::r::: ~ a • i c:::r::: i N ~ c:::r::: u ~ I 0 < § ~I DATE: 07/12/18 I • ~ ~ I w m ~ T3 I ! ' KEY NOTES: [TI SHADE STRUCTURE -SUPPORT POSTS FOR TIN LEAF OUTDOOR PATIO. REFER TO STRUCTURAL FOR ACTUAL SIZING, ANCHORING. SUPPORT & FRAMING. 0 OPEN TRELLIS STRUCTURE -SUPPORT POSTS. REFER TO STRUCTURAL FOR ACTUAL SIZING, ANCHORING, SUPPORT & FRAMING. [I) WOOD TRELLIS SHADE STRUCTURE W/STANDING SEAM MTL ROOFING -SUPPORT POSTS. REFER TO STRUCTURAL FOR ACTUAL SIZING, ANCHORING, SUPPORT & FRAMING. [TI OPEN TRELLIS STRUCTURE -SUPPORT POSTS FOR CENTER COURT PATIO SEATING. REFER TO STRUCTURAL FOR ACTUAL SIZING, ANCHORING, SUPPORT & FRAMING. 0 SUPPORT STEEL POSTS FOR OUTDOOR UMBRELLAS REFER TO STRUCTURAL FOR ACTUAL SIZING, ANCHORING, SUPPORT & FRAMING. [Ij OPEN TRELLIS STRUCTURE • SUPPORT POSTS. REFER TO STRUCTURAL FOR ACTUAL SIZING, ANCHORING, SUPPORT & FRAMING. 0 6' HIGH WOOD FENCE WITH TS2x2 VERT. POSTS SPACED AT 6'-0" O.C. (TYP) COORDINATE WITH FINISHES FOR WD TYPE & COLOR. [Ij 3'x6' EXIT GATE WITH PANIC HARDWARE [Ij NOTUSED [!Qj GAS COMMERCIAL PATIO HEATERS -MAKE & MODEL TO BE DETERMINED [ill 42" HIGH CMU WALL -SEE RENDERINGS @J NOTUSED ~ FIRE FEATURE WALL -SEE RENDERINGS [Ej 48" HIGH -LINEAR SIGNAGE WALL -SEE RENDERINGS ~ 24" HIGH CMU WALL-SEE RENDERINGS ~ (N) ACCESSIBLE PEDESTRIAN RAMP TO CONNECT STREET WITH LOWER PLAZA RAMP TO BE LIFTED OFF THE GROUND ON PIER FOOTINGS • DUE TO EXISTING STEEP GRADE SLOPE & VEGETATION ACCESSIBLE RAMP SHALL HAVE 8.33% MAX SLOPE AND 2% CROSS SLOPE IN EACH DIRECTION WITH INTERMEDIATE LANDINGS REQUIRED AT EVERY 30 INCHES OF ELEVATION CHANGE OR 30 FEET OF RAMP LENGTH. (TYP) ·-·----------"-- / / ✓-I \ II ~,,, ; ,/~ ,,,'v , / "() ,, Ix ,, , /'v ,,,<:J EXISTING 1 STORY BUILDING . MUL Tl-USE (CONSTRUCTION TYPE = V-B, FULLY SPRINKLERED) NO MODIFICATIONS PROPOSED FOR BLDG. c.n_ I OJ, ~ N .. I CT>, 7 3 I 11 v; • ,· -,,. w· =•~----1'---"'''-"·--~ cro~,9~1H~~; :i:~o // , / "Ix fil a: . w <.') S2 • z ....I -ro Cl'. 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"" ~ 5 ---- r ,, , /'v <o ✓ 15 4 5' -9" ---------- QN EXISTING STAIRS TO REMAIN I • j'-=J___J~~ ---=--==----~---~ -----====--~------ (E) PALM TREE TO REMAIN ~ --------------=:::::::---------------------------------..____ ----~ L 1 ~-iE)CORRAL TREE TO REMAIN ~-(E) PALM TREE : TO REMAIN @DDDO 15 --- 17•_3" L ,, ---(N) LANDSCASPE AREA SEE L.S. PLANS ~-~\\\\\~\\.•~\: s· -o" [ ,, ------ \ \ I \ I <fl --... ' \ 5' -0" \ 5'-2'' 5•-0" -----___ __,.... \ (}) .. _(E) R • ·•~ I -\ \ LANDING __ ) AIV<r "\> LANDING 0 ' I I -00 z "' "' s; 1, \\ "' 0 s ~ ..,1 116 -0 I ;\\ 1 00 ' "'rn "' fi "' 0 ! a (fJ 56; ----0 rn \ 01. I o, \l, \ I CfJ_ I N LANDING (_J1 ~ E) ACCJ;SS~N 8.33.% MAX SLOPE 8 --- 7 I • I -m I LO ~\'. ti !~' :t ,f ~: 1ti '"'l ,., •lit."> ·',;.f! , / • r~.,, .. , " fL. ,, Ix ,/ ci> \ "\ LANDING o, 5' -o" ~ (E) PALM TREE TO REMAIN ~ 14'-4" (r r, 11 (E) CORRAL TREE ~ ,. '. ,,,, ,\ .,,-.J ·,~ I \ I I \ I I n I " ~ \, 0 \~ \ I I \ I TO REMAIN ---(N) LANDSCASPE AREA SEE L.S. PLANS--- (E) PALM TREE TO REMAIN -~-(N) LANDSCASPE AREA SEE L.S. PLANS-~- _____ _j ,, .~ / I ·r ~-_::~'-------------__ ..-, ~ <) 0 I .] ·- 0 CJ . AVI RA ~:::==---. ...-,,;. A . PARKWAY ---..__--:_::::::::::::.--:::::-------~ ,.,, -------==------"-----------------~ -----------------··================ ---_,...--' ==============-==================== ------------------:::::-~- ----------·--- -----· \ I \ ~J µ1 \ I I \ (~ <-~ ~ --------- () ~ -z 0 ~ f:- ----- NOTE: OVERALL (N) CONCRETE AREA = 3,635 SF 1 ENLARDGED SITE PLAN -PLANTER WALL & DIMS N ~ SCALE: 3/16"=1 '-0" ORIENTATION ~\REN. __fil.L_j~. ,"'l/)-.'-..._____,.,,{# ~- i """' • p 1..1.J CCS J 0::: ~ w~ ~ Cl.) I ' ·-<(e CD ro 4080 CENTRE ST, STE #203; SAN DIEGO, GA 92103 TEL: {619) 281-5937 ~I www.bakerarcllitecture.com ~ I I I I I I ; oc ~ ~ ! ~ I I w " i is ii' a: c (.) ~ Cf) aw w ~ .J "c,=-t-t--t-,7· . ::, '' m c, >-r LI.! m c ~J--,f-t---t-i--r-,7 I:! 0 m Cf) W 5 z 1-· o < ~-0 w Wf--J---t-'--t-r--T--:r7 ~ iii iii !<Jr::J:;,-;1 . 0 ~ a: cc• -'-!J m ~I PROJECT# 17064 • oc w ti z 0 ffi ~ ~ i ~ U) 1--z: I I I ; ~~ ~ Q 11 I '" ~ Ill ,,. > izO ~ a: io 0 {. ~ -i--I I Im ~ <(D 8 !z,<:(N f.l (_) cr.> § --·cn<r: 8 0 ~ ~-Oo- ~ a:0:<r: 3 ..-r-lD ~ -...a....U) ;w::c_. le 0:::: ~ .__ <C <( ~ .-No i W<e_r @ 0 I<( i O ~ ~ '-a:o ~..,-,,,~ ~ Os~ ~zoo ~ _J l!l W 'w t, t:! II ~ ; r _..J ;;i; ffi -..........,.co ~ (/) I I I 0 ~ a:: I (f)o ~ Z I I I iO~ i()O ~ <C ~ N I c::e 8 1 ~ I ~I--_-. -_-----l w ~ 0 DATE: 07/12/18 0 ~ I lli w le T4 I 'x/ X, _;:f"' ) ·,,y '·.," ) \ ' -- \ \ I L I I \ , .. ~,, """''-" '""";,. 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I LED LANDSCAr'INti/ lJUWNLltiH I \ HANtilNti LltiH I ::i I TAZ LIGHTING I BRASS I boooK I VARIES I IN TREE ) 'ff' RXS-18 SERIES RXS-18-LEDM7 40-BRS LED WALLWASH FORtVl:R l:!kltiH I I TAZ LIGHTING I MBR I 16W 11700K I GROUND LEVEL GRAZING-UPLIGHTING SPJ-LSL-48 i WARM 10-48 WATTS11500K I VARIES 'II, :::, ~ 0~ -OJ ON K C F M "'" ' ~ z Ltll SI klNlitR LltiH 10 I tX!::!K-Zl1-WW-til9-t.: I TAZ LIGHTING 11111--llTF ?/, \/Ar 10·-o· -1s·-o· I I "' 01---1 U - ---I F"VISCC I z .... I I o ~ru,.TT,.,., (.) I I [::'.SJ UMBRELLA POST LIGHT BOX COLUMN 1t LED SCONCE I TAZ LIGHTING ~~~~~iEj NA IJOOOK I +1-5•.o· #7351 I •••••••••• I LED STRIPLIGHT # 1 INVISILED PRO OUTDOOR ~ TAZ LIGHTING I WT 13.5 WATTS/11700K • z l9 14V OUTDOOR LED TAPE UGH LED-T01417 IE---i=3 I HEATER #I lcALCANA TBD I CALCANA INA FT I NA I NA I +/-s--o- I +/-8'-0" ::;J 0 0: 0 0: UJ 'f-J---_ _j_ ___ _L_ _______ L,_ ___ ~ __ _j___ ____ -L_ _ ___L __ ___L ___ ~--------i z This plan is a general arrangement of the interior space for the convenience of contractors and is made from available information. studioMYID assumes . no responsibility for the accuracy of interior measurements. Fabricators, Contractors and others utilizing these plans in connection with this job are responsible for securing their own measurements. Plumbing and Electrical information indicated on these plans are generally for interior/kitchen design and are intended as a reference only. stud!oMYID is not responsible for the engineering thereof, or for any plumbing or electrical fittings, work, and/or connections unless otherwise specifically provided fur in the plans and specifications. studioMYID assumes no responsibility for work done by contractors or for any changes made necessary by local building or health department codes, ordinances, structural conditions, or by the substitution or changes in interior/kitchen design shown on the plan. These plans and designs contained herein are the pro)Jerty of studioMYID, and may not be reproduced. used, reviewed or examined by anyone, either all or in part, without first securing the written permission of studioMYID. l9 z 0 z <( Q'. a) . l9 z f--r:,_ UJ u z 0 u . z 0 ::;J 0 "' 0 O'. UJ f-z l9 z C, z <( 0: "THESE PLANS ARE FULLY PROTECTED UNDER THE COPYRIGHT LAWS OF THE UNITED STATES OF AMERICA". q> FILE \t DRAWN t;: REVIEWED LJJ ·----==c_ ____ L,__ __ L,__ __ u z 8 z ISSUE DATE BY '.;; CITY REVIEW 4.13.18 JA ~ VALUE ENGINF:ERING 16.21.18 1 JA 5 PLAN UPDATES c7,03.181JA "' UJ 1-z 1.9 z 0 '.§: PLAN CHECK DATE ,BY 0: ro . l9 z i= 0, UJ u z 0 u . z l9 ::;J C, ct. 0 "' UJ f--z 0 z 0 z g a) . l9 z l:;: UJ u z 0 u . z l9 ::;J C, 0: 0 a LU f--z . 1.9 z 0 z <( "' CD . 0 z _J <( w 0:: 0 w U) <( CL <( N <( __J CL _JO) <to Wo u:'0-J 0; 0 Z<( -u 2 <( (_J 0 <( _Jm WUl _J ~CL -tj--<( mu (D i= PROJECT NO, cc --1/4"=1'-0" UJ u z 0 u . z 0 ui UJ C, C< 0 n' I::' z l9 z 0 z <( '" CTJ . 1.9 z f-"-UJ u z 0 u ·-z 0 U) UJ 0 0: 0 "' SCALE PRINTED TITLE SHEET LIGHTING & HEA-1ER PLAN REFLECTED CEILING PLAN lffil:'"' -, . I UJ 1 /A."=1·-0" I ~ I - xbase 0-7.0 / / --~---------------------------------/ V V V V V V V V V V V V V V V ·· I \ '> I I > I V & ~-\) < \ I < \ I < PLAN CHECK NOTE: I > I \ > I \ > I I > I I > I I > I I > I 1. THE MONUMENT S IGNAG E REQUIRES A SEPERATE S IGN PERMIT -BY OTH ERS. APPROVAL OF THE SIGN WILL NOT BE A PART OF THE CONSISTENCY DETERMINATION. 2. OVERALL BOUNDARY LIN E OF ALCOHOL AREA IS 7,934 SF OF WHICH: A) EXISTING DINING PATIO AREA = 3318 SF B) PROPOSED DINING PATIO INCREASE= 2760 SF C) PROPOSED PLAYGROUND GRASS AR EA = 1856 SF I I < I I < \ I < \ I < \ I < \ I < \ INCREASE IN PARKING REQUIRED FOR ADDED PATIO ~~------:,-( 2760 LtOD -28--EARKU'-J G SP-ACES (INGREA-S-E ) ',,,_,,/ / / ( TOTAL = 153 EXCESS PARKING (SURPLUS ALL CENTER) I I < ~---------------y-,1 <I I / / / // / MINUS 28 PARKING (INCREAS E) \ h . ' I I < I I ' ( ' . 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O u z l!l M=L ~ w @ PAINT 1 ,,HEnv,,~,•a, 1.WAS SHERV.,~ll'ALLJA'AS a .c. lOM"'-"''~.AMl'I.E6Hli<ll~Sl'all~RS 0 (TAN.'oRO' .... NJ SW7SS1 G.0 G.G /\PPROV/\L ~ TP.EE BfW'X li ...,_ @ PAINi 2 SHER\0.1N\';;1.lW-iS $HF./W,SN '111WA\'S 0 (Vi1ilTE) SW1'SI S.C G.G 0.: 01\EEK V.I.LJ\ W >-z. l!l z 0 ' 0 [;l?:l-·7P!<itl 0 ::J r= U1 oc,st oo st ~ st N N en E 0 <( 0 ~ 0 "' '-' ~ruo~ci ::, 0 O>-.;;t >- 0 0 .~ :a: >-oo)o ~o~U)?:i -~ u r.t) c:i -g <I> z . "' ""' '"== -i--~ --=-...-rn m LO (/) . o. (/) C'\I ro -~ (0 "-- '11, ::, ~ 0 "' _N u Rl This plan is a general arrangement of the interior space for the convenience or contractors and is made from available information. studioMYID assumes no responsibility for the accuracy of interior measurements. Fabricators, Contnictors and others utilizin!;I these plans in connection vJith this job are responsible for securing their own measuremen1s. Plumbing and Electrical information indicated on these plans 3re generally for interior/kitchen design and are intended as a reference only. studioMYID is not responsible for tile engineering thereof, or for any plumbing or electrical fittings, work, and/or connections unless otherwise specifically provided for in the plans and specifications. studioMYID assumes no responsibility for work done by contractors or fo r a1iy changes made necessary by local building or hE!alth department codes, ordinances, struc\liral conditions, or by the substitution or changes in interior/kitchen desig n shown on the plan. These plans and designs contained herein are the property of studiQMYID, and may not be reproduced, used, reviewed or examined by anyone. either all or in part, without firs! securing the written permission of s\udioMYID. 'THESE PLANS ARE FULLY PROTECTED UNDER THE COPYRIGHT LAWS OF THE UNITED STATES OF AMERICA". FILE DRAWN REV IEWED ISSUE DATE 18Y CITY REVIEW 14.13.18 1JA VAI_UE ENGINEERING 16.21.18 1JA PLAN UPD/\ TES 17.03.18 1 JA ~ PLAN CHECK 1DATE 1BY r;::;::;l SEl\lED COllCRETE 1 t.::::'.JWESfCOAST-~MCKE i\ :,oa ~ P0\0.0E~Ql,,WIC CAROIN~l. 10\ll-UR<l RUST fEXTIJ~E st:Mi-GLOSS §]ARTIWIPl<NElS 18-fl.E\111 fl,1PaHlO'P GURAGCm.c 1./DQN-RURl!ET BX 24 i;:;::;;! SVJ.Fr> C.DNCAElE 2 E':::]V-fcSl G0~5f• ~""K JO> ~PoW;FL.AI~ Tn.F. 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SOUTH ELEVAT ION SOUTH EAST SHADE STRUCTURE sc<iToc 1/4"=1'-0" rel no. l:l z 0 z <( O'. 00 • l:l z I:;: w u z 0 u •-z 1.9 vi w 0 0: 0 a w 1 11 t 0 I·• Afb,1 >-~ 0 ,-a;:-a;•m 0 ::) ~ '" '" lf} ro " oo ~;::; Na, E 0 <( O ::;t:: 0 <D ~ m t: •-V 0 c:m 0 v -:,ug1v~ ~oooi o mO cU)i5 -"' :, -~ 0 rn ci 1,; QJZ..;fe©) ~ ,-(/) • . (ti lO (/) o.. ti) N CU -~ (0 0. Q) 'lclo ;; E ON -m ON This plan is a general arrangement of the interior space for the convenience of cur1\n:ictors and is made from available information. studioMYID assumes no responsibility for the accuracy of interior measuremenls. Fabi icators, Contractors an d others utilizing these plans in connection with this job are responsible for secu ring their own measurements. Plumbing and Electrical information indicated on these plans are generally fo r interior/kitchen design and are inlended as a reference only. studioMYID is not responsible for the engineering thereof, or for any plumbing or electrical fillings, work, and/or connections unless otherwise specifically provided for in the plans and specifications. studioMYID assumes no responsibility for work done by contractors or for any changes made necessary by local building or health department codes, ordinances, structural conditions, or by the substi tu tion or changes in interior/kitchen design sllown on the plan. These plans .:,nd designs contained herein are the property of studioMYIO, and may not be reproduced, used, reviewed or examined by .:,nyone, either all or in part, without first secliring th e written permission of studioMYID. "THESE PLANS ARE FULLY PROTECTED UNDER THE COPYRIGHT LAWS OF THE UNITED STATES OF AMERICA". FIL E DRAWN REVIEWED ISSUE DATE BY CITY REVIEW 14.13 .18 1 JA VALUE ENGIN EERING 16 .2 1.18 1 JA PLAN UPDATES 17.0.3.18 1JA PLAN CHECK _J <( w 0::: 0 w Cf) <( CL <( ~ _J CL PROJECT NO. SCALE PRIN TED TITLE DATE ~Im <Co w (_") o::-: c~ en 0 z <( ::_;:U <( uo ·<( _J OJ w (/) _J ~ Ct: ~ <' 0; --l_ C.Du 1/4"=1'-o" EL EVA TION S SHEE T 0-12.0 BY .. ~-------------------------------,-----------------------------,---------------------------------------------------------------------7~ 0 ~~ SH/'l.lJ l SCAI..J l:_S Ul,IBRELLA ~~-==-T1 REFER TO A SHEEIS Fai': flllE F[A TUP.[ O[l,\IL Tl J h -~ J 4¼" ;-,,:-e- I e- I - 0 I "' a I a, FIX TURF r: UMBRELLA POST DETAIL I . r h ' N -- ~coTe: FE NCE ATTACHMENT DETAIL 6"=1'-0" ref. n11. BRIGHT •LACK A i\LU~AINU \JOOIZEO ~ FINISH T1 ~ T2"' i ~! T1 BRIGHT BLt, Al UM!NUM I k ~ /CJ CK ANODIZED NISH 7 SH ADESC/\PIS UIABRELLA SC<Jle: 3/8"=f'-Q" rel. no. 8 DllGIIT SLACK N./ODI ZED ALWAINUM FINISH '" j,, ' ;., 1/amGHT 8LA . /' ~,. ,;~,,;:,ornzED ~ I ;® Cf.1U WALL Rrrrn 10 S-Sl l[[TS s~ole: 8 EATIN G LEDGE@ FIR E TABLE 1/4''=1'-0" rel. no. ~ ~ ~-\ ----·------'-1---------I \1---_ --==__j-===-~- I ------- "' ~ ---- ' ----_, ~· ----- ' '" 8 <~ ---------------------~_----_ ~ ---. __ -:-'":>in ~ -----------------, ' "' .. n I---•--------' • I---- I-- T1 ~- -------~p G o~o~oi )00>' 1,)_i),l'.; 45'@WALL ANGLES ~ l ' ' ~ -------~' ---=r---~--_--------------: .IL) ' -----1 tiJ BARR IER WALL ~ '-J . " I\. .... ocolc: l/4''=1'-0" rel. fiO. @] TILE PATTERNS VARY ---1- 000 )(l(r (30 ~ ;._ . ~N ' o·o<) j)(:n)I ,_(JO,t) ~----,. ,0000(' ,.) i. !'>.Ofc t/O'>':/ )00• Ot)O ~ ~~, ,· ·o•.A..·-· '-I ', i...,.-.1. ~ r)OtY! I,.,,~ : L,_,.! 1.,_J 1.; "----"- ~~ ~ ' "" 8 ,-----------------------------7 I ~======================~ I I / \/ \/ \ \/ \/ \/ \/ "L\L \L::,/ \/ \/ \ I L \ /\ /\ /\ /\ /\ /\ /\ /~ /\_/_\ _j\ I\ /\ I _J ;\-,I ',/ "'~~-s;] 1\/\I ~\\ . :\/\/'\ l\l\11 I'\ \ /\/\/\ \/\/\IV\/ .['y \/ ~\/. \ \, I /\./ /\/\/'\;f\,I\ ij\\7\/'X\L --\/\/' I 11\7\/\ ; /\ /\,/ /\ /V\/\/\1 1/\/\ \/ II' ., /\/\/\D;l\/\/\,/\ \/':::J.. /~ \/ \/ /\ ;/\7'\/\ '\/\\/'\ /\ I\/\./'\/-\ \; 17 L/\/\/1 1 1\L\/ ,i_\,\1\/\/J/\ ~l\i\/\11 ·x\ /\ , oo· -711 \/ I\ I\\/\ ;· , 1 , I I I v-+--+(-i7-/\\!\/\/\ \Jl)IV\l-l\~'\1 \ \ /\ 1\ 7'\ /\ 1\ 1\\\ /\ 1\ 1\ 1 1v' HEATER ~---1PC2 ,......+---j T1 ·§ii VERTICAL ,-------------------------~W1 ,-------------------------------!------------------------------ HORIZONTAL ----- 01 I I I w ' 0 I -n ~IN ~ -N -~1N st- I -n OI rol I 1--------/ HEATER ~-MTL .,--~Pc 2i T1 ~---1 cw1 l!,1 .• ~ I~\ __J HORIZONTAL CW1 VERTICAL ~\ ~___,UPH1 '\\ '~~--~ ' I~~--~~ ~---1cw1 HORIZONTAL ~--<PC2 0 z <( D'. co <'.l z \:i: LU u z 0 u ' z <'.l t;J 0 D'. 0 D'. LU o-z <'.) z 0 z <( a "' , <'.l z \:i: LU u z 0 u . z <'.) V, LU 0 D'. 0 0: LU f-z \'.) z 0 z j "' ' \'.) z t;: LU u z 0 u • z <'.) V, LU 0 0: 0 0: LU f-z \'.) z 0 z <( ~ >-L 0 "'2¥'/iS&PliLt 0 ::J ~ U1 co ... oo '<I"~ '<I" N N a, E 0 <( 0 ~oc.ou 0) t:'.O) 0 -:;t ci C 'Ct -~uar-:;;r->-0 0 •-. 2 >-Om o .,o cu,'5 ~Oro .2 =z"'o"' 0) . (D 6'>\ ""I:: +--r--...~ ..e:. ~ Cf) . . (I] Lf) (J) a. {/) N cti -~ (D 0. -"'" ::, ~ 0~ -a, ON This plan is a general arrangement of the interior space for the convenience of contractors and is made from available information. studioMYID assumes no responsilJilily for th e accuracy of interior measurements. Fabricators, Contractors and others utilizing lhese plans in conneclion with this job are responsible for securing their uwn measurements. Plumbing and Electrical informalion indicated on these plans are generally for inlerior/f:itchen desigri am\ are intended as a reference m11y. stud ioMYID is not responsible for the engineering thereof, or for any plumbing or electrical fittings, worf:, .ond/or connections unless otherwise specific.;illy provided for in the plans and specifications. sludioMYID nssumes no responsibility for work clone by contractors or for any changes made necessary by local building or health depa rtment codes, ordinances, struclural conditions, or Dy the substitution or changes in interior/kitchen design shown on the plan. Tt1e se plans and designs contained herein are the property of studioMYID, and may not be reproduced, used, reviewed or examined by anyone, eilher all or in part, wilhout first securing the written permission of studioMYID. "THESE PLANS ARE FULLY PROTECTED UNDER THE COPYRIGHT LAWS OF THE UNITED STATES OF AMERICA". ~ ~r ~IL~E;;,1 -========--'.---= z DRAWN \:i: REVIEWED w u z 8 ' ISS UE z --~ CITY REVIEW WJ 0 a 0 a I:" z \'.) z 0 VALUE ENGINEERING PLAN UPDATES ~ Pl.AN CHECK Q' "' ' l;) z f-0. LU u z 0 u ' z \'.) ,.,, LU 0 a DATE BY 14.13.18 1 JA 16.21.18 1 JA 17.0318 1 JA 1DATE 1BY 0 I LOW WALL DETAIL 1:::",, l/4'=1'-o" 114l+--------------LO_W_W_A_L_L_D_E_T_A-IL_E_L_E_V_A_T-IO_N_"'!:::=•'•"-,-/4-,,=-,·--o"-,!(,.......4s:--'t--------------------------------------------B-A_N_Q_U_E_TT_E_S_E_C_T_IO_N_D_E_T_A-IL-r.::'.:~.,..,"'-l/c-c4,:-,=l.,...'---c-o"..,,,...2~:--1,~z \ , _J <( w o::'. _J o-i <( (_) w (_) 0:::: N l TYi'. TYP. FRONT ELE VAT ION Mlll ----- ~I t l TYP. TYP I I I I I ' SID E ELE VATION TYi'. TYP . TYP . TYP. TYP. SIDE ELE VATION -~ ~ ~ - ,. ,, " ,., ,, ,, ' ·l -~ -~ - PLAN VI EW PLAN VI EW I Lllf lllf II II I ll lf II II ' ' l I I I I TYP. TYP. FRONT ELEVAT ION ,, • <'.) z 0 z <( " "' l;) z f- 0. LU u z 0 u ' ·Z <'.) ~ 0 0: 0 a LU f-z <'.) z 0 z <( " cD ' <'.l z 0 w CJ) <( 0.. ~ _J 0.. f-PROJECT NO. 0. LU u z 0 u , z l;) V, WJ 0 a 0 0: w f-z _$CALE PRINTED TITLE 0) 0 Z<C -, (_) .L:... <( uo <C _J CJJ WU) -_I .,-0:::: ~ <C Cl""J (_) (0 1/4 .. =1'-o" <'.) z 0 z <( 0: "' ELE VA TI ONS ' \'.) z f- 0. LU u z 0 u ·------~~~--- z SHEE T l;) V, w 0 a 0 a CENTER SHADE STRUCTURE . UJ -------:~le'" 1/4 .. _l'-o" 3 SOUTH EAST SHADE STRUCTLJ RE ::;''~ l/4'' 1' O" l,i' 0-12.1 l9 z 0 z <t a co . l9 z l-o. LU u z 0 u . z l9 u; LU 0 a 0 a LU 1-z l9 z 0 z <( a co . l9 z I:;: LU u z 0 u z l9 en LIJ 0 a 0 a LU 1-z l9 z 0 "" <( a co . l9 z F Cl LIJ u z 0 u . z 0 u; LU 0 a 0 a LIJ 1-z l9 z 0 z <( a 00 . l'J z e-"-LIJ u z 0 u z l'J u, LIJ 0 a 0 a LIJ 1-z . l'J z 0 z <( a 0) l9 z 5: w u z 0 u . z l9 V, LIJ 0 a 0 a w 1-z l9 z 0 z <( a co . l'J z F "-w u z 0 u . z l9 u, LIJ 0 a 0 a LIJ 'z l9 z 0 z <t a 00 . l9 z 5: LIJ u z 0 u . z l9 ~ 0 a 0 a LIJ f--z 0 z 0 z <t a 00 . l9 z I-"-LIJ u z 0 u 0 ·"'iMW\ '® >-~ 0 . F E ,WWW! 0 . :J r I n1 Y/J co ... oo ... ~ """' Na, 0 <( '!!;()CO rn ,._ --.;t c:IDO..::;t ::J o ar "-1" ~ a o en «IO CU) E 8 ci >-2 .Q "§ ., (_) C\l .!!l z U) ., ....; a~ co "' I'-©) .. Cl! ::a; ~ U) l() "' N Cl! CD o. "" :::, 0~ -a, ON 0. "' "' Q) E This plan is a general arrangement of the interior space for the convenience of contractors and is made from available information. studioMYID assumes no responsibility for the accuracy of interior measurements. Fabricators, Contractors and others utilizing these plans in connection with this job are responsible for securing_ their own measurements. Plumbing and Electrical information indicated on these plans are generally for interior/kitchen design and are intended as a reference only. studioMYID is not responsible for the engineering thereof, or for any plumbing or electrical fittings, work, andfor connections unless otherwise specifically provided for in the plans and specifications. studioMYI D assumes no responsibility for work done by contractors or for any changes made necessary by local building or health department codes, ordinances, structural conditions, or by the substitution or changes in interiorfkitchen design shown on the plan. These plans and designs contained herein are the property of studioMYID, and may not be reproduced, used, reviewed or examined by anyone, either all or in part, without first securing the written permission of studioMYID. "THESE PLANS ARE FULLY PROTECTED UNDER THE COPYRIGHT LAWS OF THE UNITED STATES OF AMERICA". FILE DRAWN REVIEWED ISSUE DATE , BY CITY REVIEW 4.13.18 ,JA VALUE ENGINEERIN G 16.21.18 1JA PLAN UPDATES PLAN CHECK ....I <( w n:: 0 w Cf) <( a.. <( ~ ....I a.. PRO JECT NO. SCALE NTS PRINTED TITLE 7.03.18,JA DATE _J m <C o Wo U::: N m 0 Z<C 2 u <C uo <C _JO] W UJ _J ,_-u::: sccj--m <l e._oU BY RENDERIN GS -~~=-------------z SHEET l'J u, LJj 0 0: 0 a LIJ 1-z 0-13.0 ''°''"· ;;:~ -., . . ",i . ;,.,_ ,.:_ --'·> .,;~, . ·z· ~•-,· -s;· ·,c,:✓_ < '.,(.,-, ·:'"·" [\" /· '·;' ~.-· " ,~·-~ ,; ' . ' ~-- ,x+; '.·· -., . ,; < "·'i':- --,·-~!_ '5 ,·;-~ -./· fj "' z 0 z 4 a ro "' z l-o. UJ u z 0 u . z "' V) LI! 0 a 0 a UJ 1-z "' z 0 z 4 a ro "' z l-o. UJ u z 0 u • z "' V) UJ 0 a 0 a UJ 1-z "' z 0 z <( a ro . l9 z t UJ u z 0 u z "' V) w 0 a 0 a UJ 1-z CJ z 0 z 4 a ro . CJ z t w u z 0 u . z CJ V) UJ 0 a 0 a UJ 1-z CJ z 0 z 4 a ro CJ z t LI! u z 0 u . z CJ V) LI! 0 a 0 a LI! 1-z CJ z 0 z 4 a ro . CJ z ;:: 0. UJ u z 0 u . z CJ V) UJ 0 a 0 a LI! ~ "' z 0 z 4 a ro . CJ z t LI! u z 0 u . z CJ V) w 0 a 0 a UJ 1-z CJ z 0 z 4 a co . CJ z ;:: 0. UJ u z 0 u • z CJ V) UJ 0 a 0 a UJ I-z 0 rw~ >-"' ... 0 ;:' ... N E st 0) ~ N <( o 0 " 0 (!) . i . .,,.o g>Q)&~~ :,U©. ·-mo 000~'6 0 >-0 C LO ::J a, ro ·-mu(/)55©) "Q)Z....,r---ro (/) • • CJ) ~ .-(/) a.. CJ) LO ro :..= ce.•tAMW&ii N o. a, "' :::, E 0 'ti, (!) ON -0) UN :::) ~ U) - This plan is a general arrangement of the interior space for the convenience of contractors and is made from available information. studioMYID assumes no responsibility for the accuracy of interior measurements. Fabricators, Contractors and others utilizing these plans in connection with this job are responsible for securing their own measurements. Plumbing and Electrical information indicated on these plans are generally for interior/kitchen design and are intended as a reference only. studioMYID is not responsible for the engineering thereof, or for any plumbing or e!eclrical fillings, work., and/01· conr1ections unless otherwise specifically provided for in the plans and specifications. studioMYID assumes no responsibility for work done by contractors or for any changes made necessary by local building or health department codes, ordinan ces, structural conditions, or by the substitution or changes in interior/kitchen design shown on the plan. These plans and designs contained herein are the property of studioMYID, and may not be reproduced, used, reviewed or examined by anyone, either all or in part, without first securing the written permission of studioMYID. "THESE PLANS ARE FULLY PROTECTED UNDER THE COPYRIGHT LAWS OF TH E UNITED STATES OF AMERICA". FILE DRAWN REVIEWED ISSUE DATE BY CITY REVIEW 14.13.18 1JA VALUE ENGINEER IN G 16.21.18 1 JA PLAN UPDATES 17.03.18 1JA PLAN CHECK _J <( w 0::: 0 w Cf) <( a_ ~ .....J a_ PROJEC T N~ SCALE NTS PRIN TED TI TLE DATE ....J rn <( 0 Wo D::: N rn 0 Z<( -u 2 <( uo <( __J OJ w (_/) __J ,;--D::: tj-<( rnu (D RENDERINGS SHEET 0-13.1 BY l;) z 0 z <[ 0: al . l;) z f-0. LU u z 0 u • z l;) </) LU 0 0: 0 0: LU !z l;) z 0 z <[ 0: co . l;) z f-0. LU u z 0 u . z l;) "' LU 0 a 0 a LU f-z l;) z 0 z <[ a (Il . l;) z f-0. LU u z 0 u . z l;) </) LU 0 a 0 a LU f-z \'.) z 0 z <[ 0: al \'.) z i= 0. LU u z 0 u . z \'.) </) LU 0 a 0 a LU f-z l;) z 0 z <[ 0: al . l;) z i= 0. LU u z 0 u . z l;) </) LU 0 a 0 0: LU f-z l;) z 0 z <[ a o'.l . l;) z f-c,_ LU u z 0 u . z C!) </) LU 0 a 0 0: LU f-z l;) z 0 z <[ c,: (Il l;) z I;: LU u z 0 u . z \'.) </) LU 0 a 0 0: LU f-z l;) z 0 z <[ c,: al . l;) z f-0. LU u z 0 u . z l;) "' LU 0 a 0 c,: W) f-z 0 !••~kJ!!:~ >-00 " 0 ;:'. 'St N E 'St 0) ~ N <( O 0 <) 'It O (0 ci -" -rn,.__ o'q'">- cOJrn""T~ ::, t) (I) . ·-0) 0 000.-i:5 0 >-OCLO::J a,_(IJ_1r.i :llUUlg©) ·m z +-r---co (J) • • Cf) :1!: T""" (I) 0... if.I '¼'"P.l'flq LO ro = N o. a, m => E 0 'll, (0 ON -0) UN ::J r-- lf) This plan is a general arrangement of the interior space for the convenience of contractors and is made from available information. studioMYID assumes no responsibility for the accuracy of interior measurements. Fabricators, Contractors and others utilizing these plans in connection with this job are responsible for securing their own measurements. Plumbing and Electric£ll information indicated on these plans are generally for interior/kitchen design and are intended as a reference only. studioMYID is not responsible for the engineering thereof, or for <;1ny plumbing or electrical fittings, work, and/or connections unless otherwise specifically provided for in the plans and specifications_ studioMYID assumes no responsibility for work done by contractors or for any changes made necessary by local building or health department codes, ordinances, structural conditions, or by the substitution or changes in interior/kitchen design shown on the plan. These plans and designs contained herein are the property of studioMY!D, and may not be reproduced, used, reviewed or examined by anyone, either all or in part, without first securing the written permission of studioMYID. "THESE PLANS ARE FULLY PROTECTED UNDER THE COPYRIGHT LAWS OF THE UNITED STATES OF AMERICA". FII_E DRAWN REVIEWED ISSUE DATE , BY CITY REVIEW 4.13.18,JA VALUE ENGINEERING 16.21.18 1 JA PLAN UPDATES 17.03.18 1 JA PLAN CHECK DATE BY __J _JU) <( 0 <( Wo w 0:::: N a: m 0 0 Z<C ~u w ~ Cf) <( ~ <( uo <( 0... _J OJ <( WUl N _J s-0:::: <( 'T <( __J mu 0... (D PROJECT NO. SCALE NTS PRINTED TI TLE RENDERINGS SHEET 0-13.2 \!) z 0 z <t O' "' \!) z lo: LU u z 0 u . z \!) C/) UJ 0 O' 0 a LU f--z \!) z 0 z <t a "' . \!) z I:;: LU u z 0 u . z L9 C/) LU 0 O' 0 a UJ f--z \!) z 0 z <t O' "' . \!) z lo: LU u z 0 () z \!) C/) LU 0 O' 0 ct w f--z \!) z 0 z <t a "' . \!) z t;: LU u z 0 u . z \!) C/) w 0 a 0 a LU f--z \!) z 0 z <[ a "' \!) 7 f--0. LU u z 0 u . z \!) C/) LU 0 a 0 a LU f--z \!) z 0 z <t ct "' . \!) z lo: LU u z 0 u . z L9 C/) LU 0 a 0 0: LU f--z I.'.) z 0 z <t a a:, . L9 z f--Q_ LU u z 0 u . z \!) '"' LU 0 ct 0 a LU f--z \!) z 0 z <t ct "' . \!) z f--Q. LU u z 0 u z L9 C/) w 0 ct 0 a w f--z 0 t:t>llii'Mfilffii >-L 0 W!Wt<MP!W 0 . ::J ~ U) . . 00 ... oo "~ st N N 01 E 0 <( 0 iucoo ~(l) 6~ ci =,ogi"'-l">- 0 a·-. :;; >-omo a, 0 c: U) iJ ffl () (U • .3 =z(f)Ocn Q) . (D ""' --.;;: ....... I'-~ ...-.:;;,--(l)··ro lO w a. w C\I cu -~ (J) 0. - 'II, => ~ 0 (D _N () gi This plan Is a general arrangement of the interior space for the convenience of contractors and is made from available information. studioMYID assumes no responsibility for the accuracy of interior measurements. Fabricators, Contractors and others utilizing these plans in connection with this job are responsible for securing their own measurements. Plumbing and Electrical in[ormation indicated on these plans are generally for interior/kitchen design and are intended as a reference only. studioMYID is not responsible for the engineering thereof, or for any plumbing or olootricol fittings, work, and/or connections unless otherwise specifically provided for in the plans and specifications. studioMYID assumes no responsibility for work done by contractors or for any changes made necessary by local building or health department codes, ordinances, structural conditions, or by the substitution or c!1anges in interior/kitchen design shown on the plan. These plans and designs contained herein are the property of studioMYID, and may not be reproduced, used, reviewed or examined by anyone, either all or in part, without first securing the written permission of studioMYID. "THESE PLANS ARE FULLY PROTECTED UNDER THE COPYRIGHT LAWS OF THE UNITED STATES OF AMERICA". FILE DRAWN REVIEWED ISSUE ,DA TE , BY CITY REVIEW ,4.13.18 ,JA VALUE ENGINEERING 16.21.18 1JA PLAN UPDATES 17.03.18 I JA PLAN CHECK DATE BY __Jm _J <Co <( Wo w 0-::: N et:'. m 0 0 Z<C w -u s.c.:; Cl) <( <( uo <( 0.... __Jm <( WUl __J ~ ,-0-::: tj-<( _J mu 0.... CD PROJECT NO. SCALE NTS PRINTED TITLE REI\J OE 'Rl 'N GS SHEET 0-13.3 (/) t5 .Bl .c ~ Q) Q_ '1l 0 (/) D C j C '1l ·c:: ::J 0 I -0 -C Q) (/) C 0 0 D C '1l C 0 (/) (/) E ~ Q) Q_ C Q)- to . C s Q) .c -Ol C C '1l -.0 0 -(/) ~ --::J 0 .c -s -E C\J Q_ 12 .c -'1l .8 D Q) C Ol (/) Cl) --~ '1l Q) .0 0 -iii' .c -Q) ~ '1l ~ 0 C ~ Q) C C '1l E ~ 0 E ~ 0 ->, C C\J C D Q) Q_ 0 0 ~ 0 D Q) Ol C '1l .c 0 Q) .0 0 - 0 C Q) ~ '1l (/) C '1l Q_ Q) (/) Q) .c I- (/) C '1l Q_ Q) (/) Q) .c -~ .8 -.c Ol ~ >, Q_ 0 0 ffi C 0 E E 0 o-- (/) .-t= (/) Q) 2'. 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WATER FEATURES I I I I I I I I I I \ \ I I ' REMOVE ALL PALM TREES AS CIRCLED. /L_ :'-.. ./ EXISTU\IG HEDGE TO REMAIN \ / . / / " / ,/ / // EXISTING STAIRS TO REMAIN -~ / /I _,_ ,_: ~· x;: '. r_· \' ~ \ \ (J) ' ::11 ____J ~ •ft"•}1\_~t/LL' --Y?/ -.£-2- ~-:1 ~1 '~\~F- 11-,:~ U_;ef' ·~,•- ,;/;;. -~ . -. ,,' I /T • :·( I ,1\~~~c;:,,, ' ''>,\\,\. ~ l;~t/1 ·" ff ; ) IA ' I ·°"! )'li ,. ,1, , ·· "11 t\ • '\1 ;,;;cc> / ./ . "'~ \j;i ,;iJI(\ 1"' '-' '\\, ;3'_:YL/t"/R"' ,?t»'?~~I jy ? . --;;-)-)f~P'. ir·---··11 11 )! ~,";I"'° 41/1 / f I ~/ "~ ;ilflj/(}s~z~;\ ,,~\. --~~, id i 't ~\'"~ ·. flil' (!f;ii \"' 'V ~7 :J• I\ 1f'J:if I ~ ~. • 11 -~ ,t •· , ,v/.·':-a:,:e" 'I' / 3 ,/7~.··11~~? rt ' .ti'l Ji/ t,11~"'-,. '''.\ :Z\';'t, "-'0 / ' ;:A\I' f;:.._\\~ '"'''->-'_\\\ \I[ / cc...__ I ~ ::: ,': • • • • ...._.,'~·-'0 \ '-; ./! ,,~ i pJ/ _ }\ ~~ I\, !T>"f!..~• ! fi.g'/f"F "i ;-'+!:,t.t~ I ,• i!rl:r;;j~I~,""" //;1~j*~~1 .. ''{\ :' ,t 11 ,~i~~:'\!'0-- 1111 ;~~,,~~-.¾°?•><•\ '! t/}fr -'~ ~ I~ '~ ----~"' --· "_:.J, j!>/(p{!:: ' -, "/ --~-/..(-' -- \ )#7;1111~~~;,~ JA 1;\°1t1 30' O" }' I s,;, \\\ __ -- 1\ I \ \ 0 W, ~ EXISTING BUS STOP STATION AND SIGNAGE TO REMAIN \ I'----DEMO AND REMOVE EXISTING ACCESSIBLE RAMP TO BE RaOCATED (3) EXISTING PALMS TO REMAIN. PROTECT IN PLACE. _.>-tt---REMOVE ALL PALM TREES AS CIRCLED. t=I /\ ,_ -. --+<--~ EXISTING STREET SIDEWALK AND CURBS TO REMAIN " DEMO AND REMOVE EXISTING VAULT AND DRAINAGE STRUCTURE BEHIND MONUMENT SIGN /)f 1L I I ~ DEMO AND REMOVE \ \ EXISTING MONUMENT -----Tl -=----'---~-' 1/ ~\\. 1-/_' __ ,_ \ J SIGN, AND EXISTING PLANTS 7()-4 Of_. J -.(),_) /i/81·00 '51 "vv --,>e-C",>-->\,//;::.t. ·-'--"~~;:-l ""-,,//1Yt 7"__:--?.?=:_ls,."-..; / as:---h:S-~?"c~o. -/4(~: ,_-- ~/ #~~~"'' ~; ~p/~~'Ccc -~~\ ij~; _i ~~\c,-~ ~:hf / ~ ,,,,, -'rs_:-~it ';:f:£''-~~~f~.? 7,ff/ ~:___ =7;;; . -,,c- ,?Y ,,As\11~2:~-7711 f 1'/Ji~--"'-···• --· )' ,, •~ I j,~•~ ,59.~ --/j-/ (-:5<'.l nu n Q_1 Q ,_ I (/) '• r' ------+----+-----tt-EXISTING TURF AREA TO BE REMOVED _,/ '-- <) (i C!A 7·3' ,j ·,, EXISTING STRj:ET SIDEWALK AND CURBS TO REMAIN \(_ "/ (3) EXISTING PALMS TO REMAIN, PROTECT IN PLACE. ~~~>"":"""""""""=====j;==================:·:·:·2:::::~c:?c:?c:?~ • I .... ~.---.AVIARA PARKWA y ~-(4) EXISTING RECYCLED <::::::cc, --WA-eE~IRRIGA1'.ION-\IAL\IES._/ __ _ -,,,,_- IN THIS AREA TO REMAIN cvi,: RECYCLED WATER METER TO REMAIN EXISTING -DEMOLITION PLAN CONSTRUCTION / DEMOLITION NOTES I. CONTRACTOR SHALL VERIFY SITE CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF DEMOLITON AND CONSTRUCTION. 2. ALL EXISTING PLANT MATERIAL AND PALMS WITHIN IMPACTED AREA TO BE REMOVED EXCEPT AS NOTED OTHERWISE. CORAL TREES SHALL BE PROTECTED IN PLACE. ANY DAMAGE TO CORAL TREES WILL NECESSITATE REPLACEMENT AT SIMILAR SIZE. 3. ALL IRRIGATION WITHIN LIMIT Of WORK TO BE REMOVED. RRIGAITON EQUPMENT THAT IS DEEMED IN GOOD CONDITION MAY, AT THE DISCRETION OF THE OWNER AND THE LANDSCAPE ARCHITECT, BE SALVAGED FOR FUTURE USE. 4. ALL HARDSCAPE ELEMENTS (RAILINGS, FENCES, OVERHEAD STRUCTURES, PAVING, ETC. PER ARCHITECT. REFER TO ARCHITECT'S PLANS AND DETAILS. CITY OF CARLSBAD GENERAL NOTES I. POSITIVE SURFACE DRAINAGE <2i GRADE IN PLANTING AREAS) SHALL DRAIN AWAY FROM STRUCTURES AND TERMINATE IN AN APPROVED DRAINAGE SYSTEM 2. INVASIVE SPECIES SHALL NOT BE ADDED TO THE LANDSCAPE AREA. 3. LANDSCAPE MAINTENANCE IS THE RESPONSIBILITY Of THE DEVELOPER/OWNER OF THE OVERALL COMMERCIAL RETAK.. CENTER, 4. ALL UTILITIES ARE TO BE SCREENED FROM VIEW. 5. STREET TREES SHALL BE LOCATED• A. A MINIMUM Of SEVEN <7> FEET FROM ANY SEWER LINE B. IN AREAS THAT DO NOT CONFLICT WITH PUBLIC UTILITIES C. OUTSIDE Of SIGHT DISTANCE AREAS D. WITH-IN THE STREET RIGHT Of WAY. 6. SUB-SURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES <24") Of AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. 7. ANY TREES LOCATED WITHIN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT Of 6 FEET ABOVE THE ADJACENT TOP Of CURB. I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. JOHN G. HOURIAN LANDSCAPE ARCHfTECT CA LICENSE 1288 8/24/18 ---- DATE \ .. (\/ I 8. SLOPES 6•1 OR GREATER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE Of THE FOLLOWING PLANTING STANDARDS• A. STANDARD ol -COVER CROP/AND EROSION CONTROL MATTING• COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION, THE COVER CROP SHALL BE APPLIED AT A RATE SUFFICIENT TO PROVIDE 90i COVERAGE WITHIN THIRTY (30) DAYS. THE TYPE OF EROSION CONTROL MATTING SHALL BE AS APPROVED BY THE CITY AND AFFIXED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. ON SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT WHERE ADJACENT TO PUBLIC WALKS OR STREETS• WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15, EROSION CONTROL MATTING SHALL BE REQL.IRED. DURING THE REMAINDER OF THE YEAR. THE COVER CROP AND/OR EROSION CONTROL MATTING MAY BE USED. ON SLOPES GREATER THAN 3 FEET IN HEIGHT, EROSION CONTROL MATTING SHALL BE REQUIRED AND A COVER CROP SHALL NOT BE USED, UNLESS OTHERWISE APPROVED BY THE CITY. B. STANDARD 02 -GROUND COVER ONE HUNDRED PERCENT (IOOi> OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDU\IG CHARACTERISTICS (PLANTING FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR), C. STANDARD 03 -LOW SHRUBS LOW SPREADU\IG WOODY SHRUBS (PLANTED FROM A MINIMUM OF I GALLON CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY PERCENT <70i> OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD 4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE PLANTED FROM A MU\IIMUM OF I GALLON CONTAINERS AND SHALL BE INSTALLED AT A MINIMUM RATE OF ONE (I) PLANT PER TWO HUNDRED <200> SQUARE FEET. SLOPES -6•1 OR STEEPER AND• A. 3' OR LESS IN VERTICAL HEIGHT AND ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD ~I (COVER CROP OR EROSION CONTROL MATTING). B, 3' TO 8' IN VERTICAL HEIGHT REQUH<E STANDARDS ~I (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND 03, C. IN EXCESS OF 8' IN VERTICAL HBGHT REQUIRE STANDARD #I (EROSION CONTROL MATTING SHALL BE U\ISTALLED IN LIEU OF A COVER CROP), 02, 03 AND 04, AREAS GRADED FLATTER THAN 6•1 SLOPE REQUIRE A COVER CROP PER STANDARD #I WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS• A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B, A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. X~): / / -_, / / ,-~'y ,0, ::-' ' / • \ /\ f,&.J< '' VJ \ / "~ ' ""--, '' ' ' ' ' ' .•· \ .•· .•· ' ' / OUTDOOR DINING AREA PER~ /' < / / / /\ \ ~ I "' (/) ~ II ~ / / "-/./</ / ,, ' ' ', •• // \ /. // ~--NEW PLANTERS PER ARCHITECT ~--OUTDOOR DINING AREA PER ---, ARCHITECT u/ .-/ LL L / //_./ I I / / / ~ .•· .• ,•· .• .•· .• .• .• .•. I 0; ,.,'()) '// / ', :::, / ./. / L \ __ -------- .•· .•· ,•· .• "(/ /i --· ' -,,. / ',/ " (/) 0 0 0 • (3) EXISTU\IG PALMS TO -7'--'"" REMAIN. PROTECT IN PL NEW PLANT~RS PER ARCHITECT 0 ·•, 0 + ,..... + \ \ I ~--PLANT\G O R AIN. WITHHO~ sue MATCH \I TING \ \ ••,~ I \ V ,>D rn lfl~L I 11·--i -z :11 \ 0 \I~+)\ I 1-""''f+J 1 7 \\ \' f.l i ? .• ·, ... -~-. ·. ·. ·.·.·.·.\II'>-< ';j,_ ARCHITECT // // 06('.; NEW PLANTERS PER ----, ARCHITECT / ., / / / / I I ), 'ei ,~ I I I I = = \ ., i------+---l--+--+---1---1--.L..l,/ • • • • • /1/1/ ;I I I ,,ffer / •n-· ;r. :,I i-----+--+-+--+-L..+--.j .//1 ., • • .,i----------,1--+---1--+---+---l • ••A/+ -~-. f'. ' .. 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Jr: -· -· c·, / •,..____ ' .. 1/ 1--------- 7.57 6 X PRELIMINARY LANDSCAPE PLAN PLANTING AND IRRIGATION NOTES I, ALL PLANTING TO ADHERE TO CITY OF CARLSBAD GUIDELINES REGARDING EFFICIENT USE OF WATER, PLANTING SHALL, FOR THE MOST PART, MATCH EXISTING PLANTING ON-SITE. NEW PLANTING SHALL BE LOW TO MODERATE WATER USE. 2. NEW IRRIGATION SHALL ADHERE TO CITY Of CARLSBAD GUIDELINES REGARDING EFFICIENT USE OF WATER. NEW IRRIGATION SHALL BE LOW VOLUME SUBGRADE BUBBLERS TO TREES AND DRIPLINE WITH IN-LINE EMITTERS OR LOW VOLUME DRIP EMITTERS TO EACH PLANT. WATER CALCULATIONS DURING CONSTRUCTION DOCUMENT PHASE SHALL FOLLOW CITY OF CARLSBAD AND WATER DISTRICT/ DEPARTMENT OF ENVIRONMENT AL HEAL TH GUIDELU\IES. 3. OVERALL CENTER IS CURRENTLY IRRIGATED WITH RECYCLED WATER AND HAS A SEPARATE RECYCLED WATER METER. NEW IRRIGATION SHALL ADHERE TO RECYCLED WATER NOTES, DETAILS, AND SPECIFICATIONS FOR ALL NEW RECYCLED WATER EQUIIPMENT PER CITY OF CARLSBAD AND THE WATER DISTRICT. NEW IRRIGATION SHALL TIE INTO EXISTING SYSTEM. 4. OUTDOOR DINING AREAS ARE PROPOSED FOR THIS SITE. THERE SHALL BE ABSOLUTELY NO RUNOff OR OVERSPRAY ONTO PAVING AREAS OR INTO OUTDOOR DINING AREAS. 5. AT TIME OF CONSTRUCTION DOCUMENTS, A TITLE SHEET INDICATING ALL PROPOSED AND EXISTING POTABLE AND RECYCLED WATER LINES SHALL BE SHOWN ON PLANS. 6. CONTRACTOR SHALL COORDINATE PLANTING AND IRRIGATION INSTALLATION WITH GENERAL CONTRACTOR FOR THE PLACEMENT OF IRRIGATION SLEEVES PRIOR TO POURING Of CONCRETE AND OTHER HARDSCAPE ELEMENTS, PLANTING AND IRRIGATION SHALL BE COORDINATED WITH OTHER DISCIPLINES ON SITE. 7. AN AGRONOMIC SOILS REPORT SHALL BE PERFORMED BY THE CONTRACTOR SUBSEQUENT TO GRADING OF PROJECT AND PRIOR TO COMMENCEMENT OF CONSTRUCTION Of PLANTING AND IRRIGATION. 8. CONTRACTOR SHALL PROVIDE CONTINUOUS IRRIGATION TO EXISTING PLANTING AT OVERALL CENTER DURING CONSTRUCTION FOR PROPER PLANT GROWTH. FAILURE TO DO SO MAY RESULT IN REPLACING EXISTING PLANT MATERIAL WITH LIKE KIND. LANDSCAPE CALCULATIONS TIRF Ai<EA OZ O SF. SI--J1LBS AND GROLWCOVERS 96.71 4,545 SF. ~ATED MULCH 3.4i 157 SF, TOTAL LAJ\DSCAPE AREA 4,702 SF. NOTE• APPROXMATaY L900 SF. OF EXISTNG TIRF HAS BEEN REMOVED Al'O REPLACED WfTl..l LOW TO MODERATE WATER USNG SI--J1LBS/GROLW COVERS. '· ---------- ----,-------/ <~J--_J ----------/ . ---------· 7 _,/ ------ --, I \ (4) EXISTING RECYCLED WATER IRRIGATION VALVES IN Tl-IS AREA TO REMAIN RECYCLED WATER METER co/ '{\/ '1)\ .. ,., 7 (5' 1\). c5 X_ ___ ,_\ \ . / _TO REMAIN PLANTING LEGEND SYMBOL BOTANICAL NAME ~ SHR\.BS/GROLNJCOVER CERCIS OCCIDENT ALIS r' COMMON NAME WESTERN RUDBUD LOPHOSTEMON CONfERTUS BRISBANE BOX 0 ,AGNOLIA GRANDlfLORA -.....,.._,,, S~RUBS/GROLNDCOVERS/VINES ® © w D . . L.s AGAVE 'BLUE GLOW' CAREX DIVULSA ECHEVERIA 'NODULOSA' KURAPIA FURCRAEA FOETIDA 'MEDIOPICTA' I I I fURCRAEA fOETIDA 'MEDIOPICTA' SOUTHERN MAGNOLIA BLUE GLOW AGAVE EUROPEAN GRAY SEDGE PAINTED LADY KURAPIA MAURITIUS HEMP MAURITIUS HEMP @ HESPERALOE PARVlfLORA RED YUCCA 0 0 I j I j I; 1 I L.L.Ll • . ' ... JUNCUS PATENS 'ELK BLUE' CALIFORNIA GRAY RUSH LEUCOPHYLLUM LANGMANIAE CALIFORNIA GRAY RUSH SENECIO SERPENS EXISTING TURF TO REMAIN JASMINUM HUMILE PUNK PICKLE PROTECT IN PLACE ITALIAN JASMINE SIZE REMARKS QTY. 24" BOX STANDARD 2 24" BOX STANDARD 3 24' BOX STANDARD 3 5 GAL 3'-0" O.C. 5 GAL 2'-0" O.C. 78 60 WUCOLS LOW MODERATE MODERATE LOW LOW I GAL l'-6" O.C. 270 S.F. LOW SOD CONTACT• 1,530 S.f. MODERATE WEST COAST TURF (888) 893-8873 15 GAL AS SHOWN 2 5 GAL 5'-0" O.C. 22 5 GAL Z-6" 0.C. 64 I GAL l'-6' O.C. 5 GAL 4'-0" O.C. 127 29 LOW LOW VERY LOW LOW VERY LOW I GAL l'-6" O.C. 60 S,F. LOW REPAH< IF DAMAGED DURING CONSTRUCTION 15 GAL TRAIN TO SCREEN/ TRELUS 4 LOW GRAPHIC SCALE 10 ' 10 20 40 ~ I I I j ( IN FEET ) 1 inch = 10 ft. ~ ~ z 0 c 0 ~ w z 8 r 2 ~ z ~ " 8 ~ @ z w ~ z " ,_ z 8 S z 8 ~ z ~ " 0 '" "' w ~ REVISIONS BY z < ~ 0.... µ.] 0.... < u if), a z < ~ >--0::::: < z -~ -~ µ.] 0::::: 0.... . 0 C (f) Q) co E 8 en m ro -,:; 0 en gJ ~ ·c :, 0 .c @J E "' m -m N N 0 C ~ 0)-0 Cl) O ·w m ~ (f) (1) +-' N l'-u ·-I'-C\J (f) :, '° . + IJ)Nl'-m m ,-.. \U (1) -CO ~ ~"' C ::J ro·c: X -E ~"' 0 o-m~ ~:-!::: m \.V ----co .c E oe0 ·-0 C\J ~ ~ ro Cl) t8 -" u +--' I .....,_""' __ cm _; Q_CIDco ro © E -s;t 0 ~ ~Q)O) -0 0" c I'---cm ..C rn o ctl .. -,-U'.l Q : .. ,,·~? U) I-z: w ~ (J)W z> <(~ __J (l_ o...~ - zw oa.. ~ 0 ~ N _<( CJ) I-o<( <(U)O oo z a:f:3 -<(o ~:cz <( a:<( Cl)_ WN~ I-<(w __J f- wa..~ 0 a:i-: wtlJ >-sg: oo~ z__J~ w I 0 __Jo I-<( ::g (J)w _a: (/)Q zw OU) 0~ <( N <( __J (l_ DATE: 8-24-18 DRAWN BY mdm/JH JOB NO, N/A SCALE.: 1"·10'-0" SHEET NO. L-1.0 OF 2 SHEETS (/) -0 <I) .-t= ..c [:' <t: <I) Q. C1l 0 (/) TI C . C1l _J C -C1l ·c:: :J 0 I -0 -C <I) (/) C 0 0 TI C C1l C 0 (/) (/) E I----- <!) Q. C <I)- .+=' ~ s <I) ..c -OJ C C C1l 15 0 -(/) ~ --:J 0 ..c -. s -E C1l Q. TI ~ ..c -C1l 0 -TI <I) C OJ (/) (/) -- C1l <I) ..0 .8 >-<I) ..c -2! C1l ~ 0 C ~ Q) C C C1l E ~ 0 E ~ J2 >-C C1l C TI Q) Q. 0 0 ~ 0 TI Q) OJ C C1l ..c 0 Q) ..0 0 -0 C 2! C1l (/) C C1l Q. Q) (/) Q) ..c I- (/) C C1l Q. Q) (f) Q) ..c -~ 0 --..c OJ ·c:: 6: 0 0 ~ C 0 E E 0 o-- (/) .-t= (f) Q) 2'. Q) (/) 2! >- (/) (f) Q) ~ Q. @ (/) 0 Q) .-t= ..c [:' <t: Q) Q_ C1l 0 (f) TI C j C C1l ·c:: :J 0 I '"--V / WATER USE LEGEND SYMBOL D DESCRIPTION ~YCLED WATER F'LANTNG NON-IRRIGATED <MU.Cl-0 AREA 4,545 SF. 157 SF. ~ I \ \ "\ \ \ (1 ,, ~-/L'' ,,/"-/.•/ ""✓ -/ ' '.-••// I '-• ?,' / / I I I -" '-\~ , /, // / / I \\ ' ~ --- ~ I \ I -.--~ \ ' ~h;R -\\--- ///';,~ ' / / ---✓ " ' -//// ,,-" # --~--\-. -✓✓ '. -:-..-· / . > -y7;,\:. // . / / < / : -\-·: / ;., / /, 12- )O..A. / \' / '-✓ /,_ -/ '"✓ -- ' I I . V - "11 I I ,______ _-__ -~\" • • • • -- V / ~Rl~~V \1 o I l/' /ff~~~~ II •I I I r'-._ ~~113~/ \\ Q,>.f_J {11 ' I I @, ~-- -JI I l. I- -z 0 i ??- r'/06'.J 1, \ \ / i \/~/1111 I I I I,/ 1----1 / I \ Oo~ / J -IW I I I I I I / ---', . 7 ' / ..... ,, ; : I ,, /f===i , /L///////////L(///~ ·-......_ ---......_ \ \JI Q, , -111~1 '---cc-_ -c=! - i=c ------\ i"-\_--.--, ----___ _, __ ----(/60)-._ -- -F ~; 'vJJffiA=p ARKWA Y ----- X 1576 --FitSo; __ / ~--;-'lJ""- -.__ " Q Q ,/ \------- ' l\VJOl] -----;~--~I--~7 , \ -----=" ---I <N/ ----........___ GRAPHIC SCALE ,. 0 • " " " RECYCLED WATER USE AREA MAP !-.-. I I ! I j ( IN FEET ) 1 inch = 16 ft. MAXIMUM APPLIED WATER ALLOWANCE Hydrozone Table for Calculating ETWU WATER CONSERVATION STATEMENT WATER CONSERVATION IS ACl---llEVED IN Tl---llS LANDSCAPE CONSTRUCTION DOCUMENT AS DESCRIBED BELOW, I. ALL PLANT MATERIALS SELECTED FOR THIS SITE ARE APPROPRIATE FOR THE GEOGRAPHICAL LOCATION AND LOCAL CLIMATE, AND THEIR ADAPT ABILITY TO DROUGHT. DAT A FROM WUCOLS IV HAS BEEN USED FOR DETERMINING THE SPECIES' PLANT FACTOR FOR THE WATER USE CALCULATIONS. 2. PLANTS WITH SIMILAR WATER USE REQUIREMENTS ARE GROUPED TOGETHER. 3. THE MAJORITY OF LANDSCAPE AREAS ARE PLANTED WITH LOW WATER USE PLANTS, WITH THE BALANCE IN MODER A TE WATER USE PLANTS. NO HIGH WATER USE PLANTS ARE USED. 4. IRRIGATION SECTIONS• HYDROZONES ARE SEPARATED BY CONSIDERING PLANT SPECIES FACTOR, PLANT DENSITY AND MICROCLIMATE. IF LOW WATER USE PLANTS ARE MIXED WITH MODERATE WATER USE PLANTS IN THE SAME HYDROZONE, THE MODERATE WATER USE FACTOR IS USED FOR WATER USE CALCULATIONS. SEE HYDROZONE EXHIBIT. 5. Te-IE IRRIGATION SYSTEM UTILIZES A LOW-VOLUME DISTRIBUTION SYSTEM WIT>-! A MASTER VALVE, FLOW SENSOR, CHECK VALVES, ET BASED AUTOMATIC CONTROLLERS WITH CYCLE PLUS SOAK AND WATER BUDGETING CAPABILITY, WEATHER STATION, AND RAIN SHUT-OFF. 6. THE USE OF TURF IS ELIMINATED. ALL TREE, SHRUB AND GROUNDCOVER AREAS_WILL BE DRESSED WITH A 2" LAYER OF MULCH FOR MOISTURE RETENTION AND TO DISCOURAGE WEEDS. 7, THERE ARE NO SPECIAL LANDSCAPE AREAS IN THIS PROJECT. LANDSCAPE CALCULATIONS TU<F Ai:IEA oi O SF. ~ Al'-0 GROLN:lCOVERS 96.7S 4.545 SF. NON-l<RIGATED l'vU..Ci-1 3.4S 157 SF. TOT AL LAl'-IJSCAPE Ai<EA 4,702 S.F. NOTE< APPi;!OXMATELY L900 SF. OF EXISTNG TU<F HAS BEEN REMOVED AND REPLACED WfTI.l LOW TO MODERATE WATEl2 USNG ~/GROI..Nl COVERS. WATER SAVINGS BASED ON EXISTING SPRAY HEAD/ROTOR SYSTEM FOR HIGH WATER USING TURF BEING REMOVED AND NEW DRIP SYSTEM FOR LOW/MODERATE USING SHRUBS AND GROUNDCOVERS BEING INSTALLED. EXISTING TURF• (44.0) (0.62) (1,900) (0,80) I (0.75) = 55,287 GAL./YEAR NEW SHRUBS/GROUNDCOVERS (44.0) (0,62) (1,900) (0.50) / (0.81) = 31,995 GAL./YEAR RESULTS IN 23,292 GAL./YEAR WATER SAVINGS. LOCAL WATER PURVEYOR CARLSBAD MUNICIPAL WATER DISTRICT 5950 EL CAMINO REAL CARLSBAD, CA 92008 (760) 438-2722 CMWD NOTE IRRIGATION SYSTEM FOR THIS PROJECT AND OVERALL CENTER UTILIZED RECYCLED WATER PROVIDED BY THE LOCAL WATER PURVEYOR CARLSBAD MUNICIPAL WATER DISTRICT <CMWDl. THIS PROJECT SHALL ADHERE TO ALL REQUIREMENTS OF CMWD AND OT>-IER LOCAL AGENCIES. FOR ADDITIONAL INFORMATION REGARDING THE USE OF RECYCLED WATER OR CMWD GUIDELINES, PLEASE CONifACT CMWD AT (760) 459-6400, I ~) "<-_ \/ <-::_~/ / ' ' ' --' j \ j-I j \ / j \ ·~ I j/ \ / /:✓ \ 0 / / / / I '---/ / / /",/" -'<,., , / / /"_ / -, \\\ I \\ v_ / / I r -::, / ' I •., },: \ I I ' / I ---'-;_' / .t:/ -/ / / -\ i \ ,-;~ -• / / I I . \!I /"'lc/ I \ ~ /),_ -- 0 o \I /C / / / // // f&,0 ',, /# /',,. / f' / / ',, '-. '---y ~ o O \I -. 1 ·--- //// / /£ '\ ·,,_ / \ ' \ / / . /// // / '\_ . < /~\ ,. / //<'--: / \: f;, n /', /\ lg· I I I I \ n \// I I / I I ;1 I \." / // iJh; <I J O \\1,1 / / ///// ------IS9 ----· ---813 \ ----~- ·-------- ------- • 1,/ • ---- \'.' "'' C I \ ,-;~ ~ 0 "-_/ ii,_\/ • . . . . ..... . . . . . . '• . . . .. . •' . .. . .. .. .. . .. .. .. .. . .. .. . .. . .. I ~ ___ --•---l!iQI ~" ----------- k5<5i'.5?5<)1LJ \ \ \ \ \\ \ ---.. l!l~I \ I \ ,\t :((Jl ' \ ~ ,el\\{ \~ r l \ \ (/ ..>/..J rn \ -9. \/i'-1-oJ-_-:P ,_ s - fi'-1. Q; z 0 i ? l.!6,5 ------- l ------~ I --<160-; ----·-----------------, - «•• ~-::--<-L.. (( // (( // « '"" \ •? , :::--'\'. _...,..; / ----=------=~ -=-o..=.~- \~ -.I '"/'\-Vf'AR'Af> ARKWA Y X /,5 7. [) ® Lili •[) --------r160J,..____ ·--- r-c;~ ·1 JJ_ --• /) V ----' -' -' ---------------------.. -------------~~-.::==] --------------~ ___ ,._ ____ ---;~;:.:: ------__ __,,-----___ ------I ----···---·-- ,c:£~PHIC s~tLE (i? \ \ V 1-'('' . 1 (~ Y11 /~ l /\ X r.;1 1------- / HYDROZONE MAP I-IYDROZONE MAP SYMBOL DESCRIPTION AREA I I 1 I ( IN FEET ) 1 inch = 10 ft. ~ LOW 2,835 SF. PLANTNG -MODERATE i710 SF. PLANTNG A landscape project subject to the Water Efficient Landscape Ordinance shall include the MAWA for the plans, including the calculations used to determine the MAWA. A landscape project shall not exceed the MAWA. The MAWA for a landscape project shall be determined by the following equation: Please complete the hydrozone table(s). Use as many tables as necessary. MAWA = (ETo)(0.62)[(0.7 x LA)+ (0.3 x SLA)] The abbreviations used in the equation have the following meanings: MAWA Maximum Applied Water Allowance in gallons per year. ETo Evapotranspiration in inches per year . 0.62 Conversion factor to gallons per square foot. 0.7 ET adjustment factor (ETAF) for plant factors and irrigation efficiency. LA Landscaped area includes special landscaped area in square feet. 0.3 The additional ET adjustment factor for a special landscaped area (1.0 -0.7 = 0,3) SLA Special landscaped area in square feet. Show Calculation: (44.0> <0.62> [(0.45 X 4,702) + (0,55 X O)J • 57.722 MAXIMUM APPLIED WATER ALLOWANCE= 57,722 GALLONS PER YEAR CITY OF CARLSBAD ESTIMATED TOTAL WATER use (ETWU) Hydrozone Number (1 -5 with SLA Zone Below -use as many tables as necessary to complete all hydrozones· Process step No. ·. 1. Evapotranspiralion Rate [Tol* Conversion Factor (Step 1 x Step 2) Plant Factor (PF)** (From WUCOLS) (VLW -HW) (0.1-0.8 Area of Hydrozone (sq. ft I (HA (Step 4 x Step 5) Irrigation Efficiency IEI"'* (Step 6 .-,. Step 7) (Total All Step B + Total SLA sq. fl. in Step 5 (Step 3 x Slef-J 9) Estimated Total Water Use in gallons per year (ElWU) -Total shall not exceed MAWA ETo* West of 1-5 = 40.0 Below 2 3 ··4 ' 0.30 6_ 2,835 6 850.5 7 0.81 ~ 1,050 ,', 9' 10 Easf of 1-5 and West of El Camino Real = 44. O East of El Camino Real= 47.0 Applicant may provide a different ETo if supporled by documentation subject to approval by the City Planning Division '* Plant Factor & Water Use 0.1 = VLW-Very Low Water Use Plants 0.3 = LW-Low Water Use Plants 0.5 = MW-Moderate Water Use Plants 0. 8 = HW -High Waler Use Plants 2 3 I' 4 44.0 0.62 27.28 0.50 0.00 1,710 157 855.0 0.00 0.81 0.00 1,055,6 o.oo 2,105.6 ~ 57,44\ ,..,.IE Micro-spray = . 80 Spray= .55 Rotor=_ 70 Bubbler= . 75 Drip=. 80 5: -.I · SLA Applicant may provida a different IE if supported by documentation subject to approval by the City Planning Division (Twf and Landscape Irrigation Best Monogement Pra'clice::;, April 2005) MAINTENANCE MANUAL THIS MANUAL TO BE KEPT AT THE CONTROLLER LOCATION AT ALL TIMES. IRRIGATION SYSTEMS• I. AUTOMATIC CONTROLLER TO BE CHECKED MONTHLY BY LANDSCAPE MAINTENANCE FOREMAN AND CHECKED WEEKLY BY MAINTENANCE CREW LEADER, TO PROVIDE OPTIMUM PLANT GROWTH AND WATER CONSERVATION. <IF SMART CONTROLLER IS IN USE, CHECK ELECTRICAL POWER ONLY) 2. LANDSCAPE MAINTENANCE CONTRACTOR TO CHECK ALL SYSTEMS ONCE PER MONTH BY TURNING ON EACH SYSTEM MANUALLY. 3, LANDSCAPE MAINTENANCE CONTRACTOR TO VISUALLY C>-IECK ALL SYSTEMS EVERY WEEK DURING MAINTENANCE OF LANDSCAPE. 4. ALL IRRIGATION FILTERS AT THE WYE STRAINER <AT THE BACKFLOW DEVICE) AND ALL FILTERS AT THE DRIP IRRIGATION VALVES TO BE CLEANED MONTHLY OR AS NEEDED. 5. C>-IECK RAIN SHUT OFF DEVICE AT THE BEGINNING OF THE RAINY SEASON AND RE-CALI BRA TE AS NEEDED. MAKE SURE DEVICE IS CLEAN, FREE OF ANY DEBRIS, AND IN GOOD WORKING ORDER. 6. BACKFLOW DEVICE TO BE VISUALLY CHECKED ON A MONTHLY BASIS. TEST AND RE-CERTIFY ANNUALLY AS PER ALL CODES AND ORDINANCES, .. .. . . .. NON-IRRIGATED 157 SF. . . . . . . ..... . . . . . . (MU.Cl-I) ..... . . . . . . ..... 7. SCHEDULE ALL SPRAY SYSTEMS TO RUN ONLY BETWEEN Te-IE HOURS OF 2•00 AM AND 9•00 AM. 8, ON A MONTHLY BASIS, FLUSH ALL DRIP SYSTEM LINES AND CHECK VALVE BOXES TO SEE THAT THEY DRAIN PROPERLY. CLEAN OUT ANY DEBRIS, MUD OR PLANT GROWT>-1 ANNUALLY. 9, TWICE A YEAR CHECK ALL QUICK COUPLERS AND MAKE ALL REPAIRS AS NECESSARY. REPLACE PEA GRAVEL IN VALVE BOXES AS NEEDED. 10. COVER OR PROTECT ALL BACKFLOW DEVICES DURING FREEZING WEATHER. IL OWNER TO PROVIDE FOR A WATER AUDIT EVERY FIVE YEARS FROM OPENING OF STORE. I AM FAMILIAR WIT>-! Te-IE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WIT>-! T>-IOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. JO>-IN G. HOURIAN LANDSCAPE ARCl-'!fTECT CA LICENSE 1288 8/24/18 DATE ----- fu ~ z 6 ~ 8 " ii' i z 2 , 8 ~ ~ w ~ z w c z ~ 8 ,_ 0 z 8 w ~ I 0 w ill c REVISIONS BY E 0 0 U) <D 15 -o 0 U) U) "' C "" . "C => 0 0 .c C @J E "' (/) <D -Q) <D cu N N 0 C ~ o,U (>) 0 ·w (j) .- (/) Q) ....., C\.J r----o ·-1'--C\l (/) :JC.0 . + Ul N f'-- m °'" \U GJ -CO ~ ~"' C J ccrc X ......, E .... ro CD hl ro g ru -~-·---CTl .cEo"' ·-0 C\l ~ ca ro m"'~ u-, ill·-cm ::J 0.. C ill CO ro m E7 O gfo_mm u o,,. ..c C I'--cv.l co Oro·- -,-Cl) 0.. <· __ i/i Cf) 1-z: w ~ (J)W z> <( 0 --1~ a_~ -zw oo..§ _<C~ 1-0<( <(U)O Z oo a:~ -<(o ~ :r: z <( a:<( Cl)_ WN~ 1-<(w __J f-w o.. ~ 0 a: i----:-w ttl z >-sg: ,< ()O~ _J z __J f- 0.., I i:§ Z W _Jo 2 1-<C:g E-, (/) w <I'.; _a: ~ (J)o µ_:izw ~Oen 0 I"\<( u "-' Cl.. cc: <( w N ~ <( ;:s: __J Cl.. DATE 8-24-18 DRAWN BY: mdm/JH JOB NO.: N/A SCALE_: r-10·-o· SHEET NO_ L-1.1 ' OF 2 SHEETS ,,• / / ; / / i I I I I I I I I I I I ) / l I I / I / I I xx ~~/' -~-/ / / /// / ,' . , , . / 165.96 FS // ->-; .. /,/ // 1/_ . ' ... ~··. ;/. / / / ,/ / .,_ .·· .· ·:·:., __ ::·~~:·- l65.95 · TG ' / (FF=166.01) , / / / / / ,/ / / I / . / / ./ / / / _/' / /,, / / I I I I I I I LIMIT OF WORK , ., """"' _.; \ ~.,- / . / l2!llil.l./ . I , / / ,, . .. · · · . · . . FS .11k.,~,, \'~ , / / / ~:_ __,__:~+-~--:--:----~-:'.·_. >" ,",-·-\-·_:·i _':--' /_,. __ · ~\ ,·";.: \ /"11 ~·~.9.5)'" ·. •·.···· .... ·.·1 i, ' -' ' 1 '-; ' "· -· ' ' .. ' ' 1§§V · ·• · ·. ·.... i;.<. . . · .... ··· •· 1ss.!lo .· / 11 · -~16~~95) .. ··• FS ·.·. . . . . . .· . SD ·.·. TG )i 166. ~ 11 , -~·;:;.~~ /;' •· ·•· !£ \ ii .·· ·. ··. . FS p I\ '.;,i;· ·' 1 6.12. · .. . _ --"'R? .\ \1 '.) • ;: F ' P· .I lie.-,,--· -·. · · ·. · .. · 166.06 -c1-c.JI ';.'<,: ·. .,,i-1· . I -'T · . ..\.-,d · . , ,, I I I I I \ I I I I I ' ' I \ I I I I \ I I I \ '-, \ \ I \ \ \ I ·, I \ I \ \ \ I \ \ \ I I I I\ I I I \ ." "I I I I I I\ \ \ I i \ \ \ \ \\ -· --· -· -3 I I I \ \ \ \ \ I I I \ I \ I // \ '/ . I ' \ I I I ·, \ ' I ' I I I I I I I ' I • I I \_ \ I I_ \ \ "---..._ \1""-' \ \ \ \ I I I dt\\\ __ 1 J x, I r·. \./t.f) , r ... l , ,_) "j \, < I I ;J"; ( ,; l \l) '" I '"·· I \ \ I // -~ I ' \ . , f" ,,y__, ·. __ , . \ \ . --. ·---.. --"'fi/tJJ. \ ·\----, ,. . --·-----(1/i:~:'.~>.,,. i _ I I \ I .------····--··················\ I I I \ '• ., I \ I \ I \ I I I I I 165. FF ·::.-· ,-_ (~ '.· V · ... , ~~-; .. 165.97 · ;FS ,; ·. ·.·.·~··· /'>-_ 'f~ _-R •" -. -----~-, .. ,• ... , ·,::. ·.--· ~~)~ .·. (165.84~(---y~os°) .· ·. (1~~03(. -~{:: ,I .. ; I· TG . 166'.00 [/ . ----=t.= ----' /.~ 3! ,~=~~ I \ '/~' , I I I ( I •. -. ---.•. ... ... ... ... .. \ . , /., ~ • ,. - ·--··- / (FF=165.97) -~ "· /~ /i /··· / ::.-, /,' / / ... ,/111· '" " • . " . . \, ~ -" ~ -" " P<ANT[R, " ~ "WALL! ,, .,, .)I ., J ., • " _, .,, -• -" • • • • • .,, ~ -" -" ,, ,, .,, ~ ,, ,, ,, ,, " . " 1·6~.8• " " .)I .)I .)I .)I -"/-" ~ro -' .,, .,, ,, ~ " -" ,, • , ,, _,, 166'.0 ,, ··~ .)I .)I .)I .)I ., ~ ' • ' " • • '. " • NEW ADA PAIH ' OF ffiAVEL \ \~ ./ \0,sEE oti\A1L A ,\. '' \~] 166.0 FG 'S,HEREON\ . \' ·, ' \ \ I I I I \ \ \ I \ )" ( f.; ' / I qf \ .,Ti,\ I \,, / 1,\b' ll . I ·, i •\ -·-r-1.--. . ,-,,!:,_!_t ----·-,_"Cr ,_ • ~n>:\l_ ·l I 6'S -. 167.7 X LIMIT OF WORK fl ~ _, -" ' /,,.. -• ~ " .,, ' ' /' " \:--DAYLIGHT LINE/ ' ', LIMIT OF WORK ', ' ,, 11 ,{J:Y' ·1-· ··----~3' (165.86)/' FS /l ' 10.J,O~ . 165.97 / ~1 FS '- /] (165.89} _/ / / / --./ / ., / ., / -/ / L//F:8" 165.891' __f.C' G,,., • ' ., " ., • '~\11.§M ,¥; FG I I "·,'C.,· ~ <)i5, .:::::is...,·---• ~165 0 G q /1 1~'--- I /\ ,J_ • ~7 / ', \1,• '-,. I \ . \ I ~-~~_-;-.:. :.::·1 [ --·· ', \\ \\\ \ I !\ \ I EXIST i1 ~R/W I' -----·---(/c:\}~)-. ,., I ·:. ,··. ' \ 1 --· H--EXIST C&G ' '· ·--· ·-· ---~- ·---"' --- ' --------- ---...... . 164.~Hl; \!(,;) ____ -.,..-------1 '65,6-p . , . _., _, _, _, _, -" ., ''163.B _, ' "~ ~ " " " ' _.,Mll'I ~ ~ _, _, ~ ~ _, ~ ,, ~ ~ .,, ~ ., ., ' _, _, .,, _, • ~ ~ ,, -" J ~ ~ .)I .)I ~ .)I ~ _, .)I .)I ~ ~ .)I "'~-" .)I • • ' ' .)I ,J .)I '. " ~ .)I • .)I • .)I • • ., ,-di .. :'.·'·: __ .§ ,~:;,i,:~ - liTI ' ' -"•-1~ui '". ' .)I ., .)I ,:· I \ \ \ \ \ \ =,. "'Ii'~~ -' <I. . -' ···PR011iCT --· ·-·· l~' --o '· -,,/4._ • -----<I.s,: ')-, • ., • " "His:20' c_s_" ' \ / ' --··(-Jr:,o_+ ·---... , ·-. ---__ 1:1..J_I 2i_JZ::! R,=L! 165.11_ 165. -Tl' Fl , ...._ 1\7 -=:--IS]; ,.;;,;~}'"'<~- · {164.Bv .. . . ------. --(j' 6 ·/-:.\ ' -' . ,-- I F" ·-' . I I f· Ii I, --· -- " \"/ss:). _ ···r ·-· ,.!,c. 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I I \ I I / I I ., ' ' ' \ ' ,, -/ ' ·1 / . .J.J._·--·--· -:_· --·--·· I \ ',, ,_c-c,~_, __ -• \WM --')'i\ __ ' ' -' ' ·------------/--·-------------------/ I I I I I / I r·-----------·-· ------1 ··----· ~--- I I I I -_/ __ _ I r/1 ,{If)' VY I I / I I / , I' '/ X , __ ,,,_,) I / I ~ --' ... ,,_, __ ·---------------· ·-·------···--·-----!---·-I I I ----/-·----. ··---- I ;( 1JF . ' 1/.v / ill I / ill /_// ~=~~'-'-"-"'-· ---·~·'-/--------------· / I -~ I ,I•\ -·-·-I •C I ---···~· ~_/L_._L / / \ j)· \1~·>,. t . -----.--1----__ ,_ ---' --. -·-------\--- \!\ ·o • ·=~·------· ···,·--·-··-··· Al.GA ROAD ----,' ----I ~ I ' ' I ----~\_ ____________________ ----- ··------.\-·----· -------""'-·---- \ I \ I \ \ \ -~----,. ----...... _, ----~-. ---- ·;, I ·------ lfl \ I I I / / ' / / / .. L. --~--·---,.·--~--------/ ·-· \. ---', \ I . \ ✓ ' ~ v, ' I ~; ~; \ l. -----~·----,)_/\ \ I ---·--··-· \ \ -----I \ ····--y ' --... , \ -----· ------·-," --. -' ·----- \ I I /~\ --r;--,, ---------·--------------~------~~-: -~--·-····-·------,----------------·-··-- \ \ --', I I ' \ I I \ ----·------' - -..._, . ---~---- \ I \ I •--. ----··\ _.-- \ \ !626 V " I ·, ·-..... \-. I \ ~) JUJ.2 LEGEND PROJECT BOUNDARY ~ ~ ~ ~ ~ PROPOSED LANDSCAPE JL......:!. ~~,1H~rrm1,:-,~rnfur1tr!ili PROPOSED PLANTER WALL . ', :. . . . . •: .;.• _ . .;-·.: . •,, .... ·: ·-' :'I PROPOSED CONCRETE PAVEMENT EXIST. CONCRETE PAVEMENT TO BE GROUND AND OVERLAYED ~---(SD) (SD) EXIST. STORM DRAIN 1-----ro ---jPROPOSED STORM DRAIN I",""""","""" 11 PROPOSED 'TRENCH DRAIN (3" VY1DE) PA~ING S!.!MMABY: QUANTITY PROJECT BOUNDARY . 10,065 SF EXIST. CONCRETE REMOVED I 1,540 SF EXIST. CONCRETE PAVEMENT TO BE GROUND & OVERLAYED 4,260 SF NEW CONCRETE PAVEMENT PROPOSED LANDSCAPE PROPOSED STORM DRAIN ,, ,' ... ·\ •··.·~ •· 155.00 .. f 6-61,"'76 , ~''.. :·-1\\ I 00,0.J/\\\ \U/ ,u-r -~---,....,..,_,,....., ,....,... =-" 1 ~ ,,pf{OP, .. . RETAINING~ .WAI.L ·.·• .• ·•···•··\I > \\\11 ~· .· _:;,:\ I .· .· . · .. ·· \ ___ i_j\ ~ PROP. \--It RETAINING/ WALL / I ,--tr Ll~IT OF f RK I \ ~ - I I I T' z,L '..!.: •!~ ,_. I { ) 3,263 SF 1,690 SF 80 LF \ /" CJ::1 ' ,--, '-\., :1-1 0/ I I I \ \ I I I \ \ /Tl u \_I_ " ' ' ~-=.-::-:=-----------=~·-::;; - I " ., . . '.; I ~EXIS1. ADA PATH\ or 'TRAVEL ' ~/ ---;.;:.,~;....::::::,.::.:;:::::L.;,:::..;~.:-=)°'~.::...;..= ---;.- / I I .. , ' -" -~1 "' '~-,, ' ' . I , .165.95 -" " " .. ~ ·r•· .·· -" ~ 0 164.30 1f J-'ROP~1 _:,I ' RETAINING_____t, WALL.a -" \67 .oo 11/J ' -" 164.30 JF ~G ' ~I '.""nn 1f \ I I I I \ \ \ \ \ \ \ >, I \~\ I \ I\ DETAIL A SCALE: 1" = 5' PRELIMINARY EARTHWORK QUANTITY ESTIMATE: CUT (CY) FILL (CY) RAW 5 45 IMPORT 40 - THE ABOVE QUANnnES DO NOT REFLECT OR ANY SPECIAL CONDIRONS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS REPORT AND ARE FOR REFERENCE AND FEE PURPOSES ONLY. SINCE THE ENGINEER CANNOT CON1ROL THE EXACT METHOD OR MEANS USED BY THE CONffiACTOR DURING GRADING OPERA RON, NOR CAN THE ENGINEER GUARANT[E THE EXACT SOIL CONDIRON OVER THE ENRRE SIT[. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL EARTHWORK QUANRRES FOR BIDDING. CONffiACT, AND CONsmucnoN PURPOSES. IF IT APPEARS THERE WILL BE AN EXCESS OR SHORTAGE OF MA )'[RIAL. THE CONTRACTOR MAY NDRFY THE ENGINEER TO DET[RMINE IF POSSIBLE GRADE ADJUSTMENTS CAN BE MADE TO ALLEVIA T[ SAID MA )'[RIAL EXCESS OR SHORTAGE. N ~ 10' 5' O' 10' GRAPHIC SCALE: 1 INCH = 10 FT 20· !, ~ 0 0 = ~ = ~ = = = ~ = = ~ z 0 1-~ = = ~ = = = ~ = = = = ' = E = t!!lu ~ :::::, ~ I- V) ~ ~ = = = ~ ' c:,:-<:::=...,;-= ~ ~ = ~ ~ = C C z 0 u1~ C: ~ "' ~ C: C ~IU i1l ~ ·-~ ~ ~ <II -<II = C: C "O) ·~ C: > "' -~ ;.: (D 0 w ~ ei "' 0.. ~ < " z 0 in 5 "' 0: d z ..J <C w a: 0 <( ~o <Cc 0. <( <Cm Nu, <C ..I ..J a: 0.~ ,:, 0 "' ~ 0 0: a. ISSUE: DATE: ~ ~ C ~ ~ -= C ·---w w C = C = ·--> ---u w 0 "' ~ 8 "' ,.. ts fil l's ~ ~ £L CJ z -C cc a: CJ ~ ::, ti: w 0 z 0 0 ,;; ~ z " z ;;; < 0: " CONCEPTUAL 8-21-18 CHECKED:GRC DRAWN:MS DRAVY1NG FILE: 8732pg101 PROJECT NO.: 18121 SHEET NUMBER: 1 OF 1 SHEETS SCALE: XX 0 LL l-o z I 0 ~ 0 E 0 m 0 00 00 5 N °' m 0 <I 6 :, <I <n >~ rn 8 I= '3 Q E 0 :::: 1< rn A °' m 0 <I z 0 0 '!! <I <n ~ <n :l m • 0 ci 0 m N rn 00 / G ~ ~ 0 ~ m L 0 0 0 " ~ 0 " m 0 Q, 0 N 0 "· m N '" I rn :;:-rn 5 :) 2 w " <I 15 ~ C: GENERAL STRTJCTURAL NQTES I. THE 6ENERAL GONTRAGTOR SHAI_L V[RIFY ALL DIMENSIONS AND GOND!TIONS AT THE -lOB SITE, AND SHALL BE RESPONSIBLE FOR CONDITIONS OF ALL V'IORK PRIOR TO CONST, OR FAB. MATERIALS INCLUDIN6 THOSE FURNISHED BY SUB-CONTRACTORS. PRIOR TO GONSTRUGTION/GONTRAGT1JRAL A6REEMENT SELECTIVE DEMOLITION TO VERIFY CONDITIONS SHALL BE COMPLETED. ANY DISCREPANCIES AND/OR VARIATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE DESl6NER IN HRITTEN FORMAT, ALLOHIN6 SUFFICIENT TIME FOR REVIEH. PRIOR TO CONSTRUCTION, CONTRACTOR TO SCHEDULE MEETIN6 HITH ENGINEER TOVERIFY PLAN INTERPRETATION. 2. SHOP DRAWIN6S SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION FOR ALL STRUCTURAL ITEMS INCLUDING Tl-IE FOLLOHING, GONGRETE MIX Df:SIGNS, GONGRETE AND MASONRY REINFORCEMENT INCLUDING MILL TEST REPORTS, GLUED LAMINATED MEMBERS, PREFABRICA 11:D HOOD .JOISTS. IF THE SHOP DRAHIN6S DIFFER FROM OR ADD TO THC: DCSl6N OF THE STRUCTURAL DRAHINGS, THEY SHALL BEAR THE SEAL AND Sl6NATURE OF A CIVIL ENGINEER, REGISTERED IN THE ST A TE OF CALIFORNIA. ANY CHANGES TO THE STRUGnJRAL DRAHIN&S ARE SUB~EGT TO· REVIEJAI AND AGGEPTANGE OF THE ARCHITECT. DES!.SN DRAHINGS, SHOP DRAWINGS, AND GALGULAT!ONS FOR THE DESl&N AND FABRICATION OF ITEMS THAT ARE DESl6NED BY OTHERS, INCLUDIN6, STAIRS, PREFABRICATED HOOD .JOISTS, SKYLIGHTS AND ALL OTHER GLAZIN6 SYSTEMS, SHALL BEAR THE SEAL AND SIGNAnJRE OF A CIVIL ENGINEER, REGISTERED IN THE STATE OF CALIFORNIA AND SHALL BE SUBMITT"ED TO THE ARCHJT!.::CT PRIOR TO FABRICATION. CALCULATIONS ARE TO BE INCLUDED FOR /\LL GONNECT!ONS TO THE STRUGlURE, CONSIDERING LOCALIZED EFFECTS DESIGN !S TO BE BASED ON THE REQUIREMENTS OF THE 2016 G.B.G. FOR THE FOLLOHING, EARTHQUAKE SITE GLASS D, BASIC HIND SPEED FOR OCCUPANCY CATEGORY II OF 110 MPH. FIELD EN&INEERED DETAILS, DEYELOPl::O BY THE GONTRAGTOR THAT DIFFER. FROM OR ADD TO THE STRUCTIJRAL DRAHINGS SHALL BEAR THE SEAL AND SIGNATURE OF A C,IVIL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA, AND SHAI_L BE SUBMITTED TO THE ARCHJTEGT PRIOR TO CONSTRUCTION. 3. ALL MA TERlALS AND HORKMANSHIP SHALL BE PERFORMED IN ACCORDANCE HlTH THE LOCAL STANDARDS AND THE APPLICABLE PROVISIONS OF THE 201& EDITION OF THE C.B.G. 4. JAIHERE CONTINUOUS INSPECTION IS REQUIRED BY THESE PLANS, A REGISTERED DEPUTY INSPECTOR, APPROVEfJ BY AND RESPONSIBLE TO THE DESl6NFR AND BUILDING DEPARTMENT, SHALL. BE EMPLOYED BY THE OWNER. REFER TO THE SPECIAL INSPECTION TABLE FOR ITEMS REQUIRIN& SPECIAL INSPECTION. 5. THE CONTRACT STRUCTURAL DRAHIN&S AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE INDIGATt:D, THE"( DO NoT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, Y'!ORKMEN, AND OTHER PERSONS DURING CONSTRUCTION. SUCH Ml::ASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORINe FOR CONSTRUCTION. EQUIPMENT SHORIN6 FOR THI= BUILDINe, SHORING FOR THE EARTH BANKS, FORMS, SCAFFOLDING, PLANKIN6, SAFETY NETS, SUPPORT AND BRACIN6 -FOR GRANES AND GIN POLES, ETG. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE V'IORK AND HE OR SHE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR THE ENSINEER SHALL NOT CONSTITUTE INSPECTION OF THE ABOVE ITEMS. 6. THESE DRAHINGS SHOH ONLY REPRESENTATIVE AND TYPICAL DETAILS TO ASSIST THE CONTRACTOR. THE DRAHINGS DO NOT ILLUSTRATE EVERY CONDITION. ALL ATTACHMENTS, CONNECTIONS, FASTENIN6, ETC. TO BE PROPERLY SECURED IN CONFORMANCE H!TH BEST PRACTICE, AND THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, DETAILING AND INSTALLATION OF THESE ADDITIONAL CONNECTIONS. 1. ALL DOCUMENTS/PLANS PROVIDED ARE FOR THE INTENTION OF OBTAINING A BUILDING PERMIT AND SHALL BE CONSIDERED FOR REVIEH PURPOSl::S ONLY- AND NOT FOR CONSTRUCTION UNTIL A BUILDIN& PERMIT HAS DEEN APPROVED AND ISSUED. SOILS 1500 PSF ASSUMED NOTES, • IF THE BUILDIN6 INSPECTOR/CONTRACTOR SUSPECTS FILL, EXPANS!\/E SOILS, OR ANY GEOLOGIC INSTABILITY BASED UPON OBSERVATION OF TH!= FOUNDATION EXCAVATION, A SOILS OR &EOLO&IG REPORT, AND RESUBM!TTAL OF THE PLANS TO PLAN CHECK TO VERIFY Tl-iAT THE REPORT RECOMMENDATIONS HAVE BEEN INCORPORATED, MAY BE REQUIRED. ., FOUNDATIONS SHALL SIT ENTIRELY ON NATIVE SOIL OR COMPACTED FILL. DO NOT PLACE FOUNDATIONS ON A GOMBINATlON OF COMPACTED FILL AND NATIVE SOIL .HlTHOUT CONSULTING WITH A SOILS EN&INEER. CONCRETE I. CONGRJ::TE SHALL HAVC A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOHS: ALL GONG. U,N,O. ____________ F'G= 5000 PSI (DESl6N BASED ON 2500 PS!) H!X DESIGN SHALL MEET THE REQUIREMENTS OF THE G.B.C. 2. LOCATION OF ALL CONSTRUCTION .JOINTS SHALL BE APPROVED BY THE ENGINEER. 3. REFER TO MECHANICAL. AND ELECTRICAL DRAHIN&S FOR LOCATION OF ALL PIPES, CONDUITS, ETC. NO PIPES OR DUGTS SHALL BE PLACED IN CONCRETE BEAMS, FOOTINGS, OR SLABS, LJL.ESS SPEG!FIGALL Y DETAILED IN THE PLANS, OR. AS DIRECTED BY THE ARGHITEC T AND ENGINEER. 4. CHAMFER ALL EXPOSED ED&!=S ON CONCRETE 3/4 INCH. 5. METAL REINFORGIN6: A. BAR DIAMETERS OF #5 AND LARGER_ =:-c-c-ASTM A6l5 GRADE 60. B. BAR DIAMETERS #3 AND #4 ____ ASTivl A6!5 GRADE 40. C. JA!ELDED HIRE FABRIC_ ·-::===~ASTM Al.BS. D. ALL REINFORCING SHALL BE DETAILED IN ACCORDANCE HITH THE ACI 31B-05. E. UNLESS OTHERHISE NOTH.J, ALL LAP SPLICES SHALL BE IB" f'OR 11=5 AND SMALLER, 26" FOR #b, 43" FOR #1, 4 56" FOR #8. STAG6ER ALL SPLICES 48" MIN. F. MINIMUM CONCRETE GOVER FOR REINFORCING TO BE IN ACCORDANCE HITH THE AGI 318-05. G. MINIMUM PROTECTIVE GOVER FOR REINFORCING STEEL, " ON EARTH SIDE HHEN PLACED A6AINST EARTH_ _ __ 3" • ON EARTH SIDE HHEN FORMED _________ ,, • EXTERIOR HALL STEEL ____ _ ______ I 1/2" • HELDED HIRE FABRIC _______________ CENTER OF SLAB. STRUCTURAL STEEL I. ALL HORK SHALL CONFORM HITH THE AISG SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTIJRAL STEEL FOR BUILDIN6. 2. MATERIALS SHALL CONFORM HITH THE FOl.LOHING STANDARDS, ROLLED SECTIONS AND PLATES (UNO), _____ ASTM Aqq2, FY•50 KSI STRUCTURJ\L PIPES --------·····---ASTM A53, GRADE B, f-'Yo:: 55 KSI ROUND TUBING (HSS) ____________ ASTM A500, 6RADE B, FY"" 42KSI RECTANGULAR TUBING (HSS) ______ ASTM A500, GRADE B, FY = 46KSI STRUGTUAL BOLTS ________ ASTM A325 ANCHOR BOLTS_ ___ ASTJvl A301, OR ASTI--1 A36 HCLDIN& RODS ___ _ __ E10 SCRICS LOH HYDROGEN 3. EXPANSION BOLTS, RED HEAD, KHIK BOLT, OR APPROVED ALTERNATE TORQUE TO MANUFACTURER'S SPECIFICATIONS. 4. HELDING SHALL CONFORM TO AHS Dl.1 5. ALL WELDERS SHALL HOLD VALID CERTIFICATES ISSUED AN ACCEPTED TESTING AGENCY AND HAYE CURRENT EXPERIENCE IN THE TYPE OF HELD TO BE PERFORMED. 6. SUBMIT SHOP DRAHINGS FOR DESIGNER'S REVIEH. FABRICATE ONLY FROM REVIEWED DRAHINGS. l. HELDS INDICATED HITH A SHOP HELD SYMBOL MAY BE MADE IN THE FIELD ONLY HHEN SUCH HELDING HAS BEEN SUBMITTED TO THE DESISNER FOR REVIEH AND APPROVAL BY A STRUCTURAL ENGINEER. 8. PERFORM ULTRA-SONIC TESTS ON ALL FULL PENETRATION HELDS. MINIMUM EMBEDIMENT OF BOLTS IN MASONRY OR GROUT SHALL BE 8" HITH A HEAD AT THE EMBEDED END, OR 5" HITH A 3" HOOK AT THE EMBEDED END. cf. HELDS INDENTIFIED AS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE SPECIAL INSPECl ION HHEN THE HELDING IS DONE IN AN APPROVED FABRICATOR'S SHOP. HOWEVER, THE APPROVED MUST SUBMIT A CERTIFICATE FABRICATOR COMPLIANCE IN ACGORDANDGE H/C.8.C. SECTION lr04.2.2 10. AN APPLICATION FOR OFF-5177:: FABRICATION MUST BE SUBMITTED TO THE FIELD INSPECTION D!VISION FOR APPROVAL PRIOR TO FABRICATION. LUMBER I. : UNLESS NOTED OTI-IERHlSE LUMBER SHALL BE DOUGLAS FIR, 545 SEASONED AND GRADE MARKED. 2.. UNLESS NOTED OTI-IERHISE ON THE DHGS., LUMBER GRADES SHALL BE AS FOLLOHS, A VERTICAL PRAMING MEMBERS I. 2x STUDS, 4x POSTS-No.2 2, POSTS -5"x5" AND LAR6ER-No.2 3, ALL OTHER VERTICAL MEMBERS-No.I B. !·IORlZONTAL FRAMIN& MEMBERS I. THICKNESS 2" Ii: 3" No.I 2. ALL OTHER HORIZONTAL MEMBERS-#I 3. ALL 6LU. L.AM. BEAMS SHALL BE 24F-V8 U.N.O. 3. ·. NAILS SHALL BE COMMON V'IIRE NAILS. UNLESS NOTED OTHERHISE ON THE .PLANS, . NAILIN6 SI !ALL COMPLY HITH NAILING SCHEDULES PRESCR!BED BY TABLE 2304.10.1 OF THE 20!6 G.B.G. 4.: 11SIMPSON STRONG-TIE CONNECTORS" AS MANUf=AG11JRED BY THE SIMPSON GO. SUBSTITUTIONS SHALL BE SUBJECT TO REVIEH AND APPROVAL BY THE EN61NEER PRIOR TO Bl[). 5. BOLTS SHALL COMPLY HITH AST1'1 A30"7 BOLT HOLES SHALL NOT BE MORE THAN 1/16" OVERSIZE ALL BOLT HEADS AND NUTS BEARING ON HOOD SHALL HAVE STEEL HASHERS. 6. AN AITC CONFORMANCE FOR SLUED-LAMINA 7 ED MEMBERS MUST BE SUBMITTED TO THE FIELD INSPECTOR .PRIOR TO INSTALLATION. ALL MICROLAMS AND PARALLAMS TO COMPLY HITH ICG #ESR-1381. 1. ALL HALL SILL PLATES BEARING ON CONCRETE SHALL BE CONNECTED HITH 5/8" DIA. x 10" ANCHOR OOLTS AT 6'-0" GNTRS. AND 12" FROM ENDS U.N.O. 8. ALL TOP .PLATES.SHALL BE DOUBLED 4 SPLICl::D 4'-0" MIN. H. 12-16D OR 4x4. 9. ALL TOP HALL PLATES TO HAVE· A MAXIMUM MOISTURE CONTENT OF 12%. 10. ALL EXPOSED STEEL WOOD CONNECTORS, BOLTS, NUT AND HASHERS SHALL BE GALVlNIZED. It PL YHOOD HORIZONTAL SHEATHING SHALL BE INSTALLED HAVlN6 THE FACE GRAIN PERPENDICULAR TO SUPPORT SPANS. 12. PROVIDE DOUBLE STIJDS UNDER ALL BEAMS AND BEARING HALL HEADERS. 13. PROVIDE DOUBLE KING STUD EACH SIDE OF Y'!ALL OPENINGS OVER 4'-0" AT EXTERIOR HALLS UNLESS NOTED OTHERHISE ON PLANS. 14. PROVIDE DOUBLE .JOIST UNDER ALL Bl::ARIN6 HALL PARALLEL TO .JOIST SPAN. 15. ALL HOOD MEMBERS SHALL BE DOUGLAS FIR/LARCH CONFORMING TO THE CURRENT HESTERN HOOD PRODUCTS ASSOCIATION GRADE RlJLES BOOK OR AS SPECIFIED OR AS CALLED FOR ON DRAWINGS EACH PIECE OF LUMBER SHALL BE &RADE MARKED ALL STUDS TO DOU6LAS FIR CONSTRUCTION GRADE OR BETTER. 16. ALL PLATES AND SILLS BEARING ON CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR, (F.T.D.F.) OR PRC:SSURE TREATED HEM-FIR #2 GRADE. SEE SHEAR HALL SCHEDULE FOR ADDITIONAL NOTES. 11. ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARDS P.S. No. !-95 AND SHALL BE INDENTlf'IED HITH APA GRADE MARK. SEE PLANS FOR THICKNESS AND PANEL IDENTIFICATION INDEX. I&. 2" FULL DEPTH SOLID BLK'S SHALL BE PLACED BETHEEN ALL JOISTS AND RAP:TT:::R AT SUPPORTS. let. LAG SCREHS, PREDRILL HITH A BIT SIZE OF 65% OF THE SHANK DIAMETER FOR THE THREADED PORTION. LEAD HOLES SHALL BE THE SAME LENGTH UNTHREADEf.J PORTION AND THE SAME DIAMETER AS THE SHANK. SGREH ALL LAGS INTO PLACE. GUT HASHERS SHALL BE PROVIDED UNDER HEADS HHICH BEAR ON HOOD. 20. BOLTS IN HOOD SHALL NOT BE LESS THAN 1 DIAMETERS FROM TH END AND 4 DIAMETERS FROM THE EDGE UNLESS OTHER!AIISE DETAILED. 21. NO CHECKS OR SPLITS ALLOHED AT AREAS TO _BE BOU"ED. 22. STUD HALLS BUTTlNG A CONCRETE OR MASONRY HALL SHALL BE BOLTED TO THE HALL HITHIN 5/8" DIAMETER ANCHOR BOLTS-AT 24" o.c.. THROUGH A DOUBLE STUD. 23. PROVIDE 2x BLOCKING AT MID-HEIGHT OF STUDS OVER I0'-011 SEE SHEAR . HALL SGl lEDULE FOR ADDITIONAL REQUIREMENTS FOR SHEAR HALLS. 24. FASTENERS USED FOR EXTERIOR APPLICATIONS AND PRESERVATIVE OR FIR_E TREATED MATERIAL MUST BE ZINC COATED/HOT DIPPED GALVANIZED TO : PREVENT GORROSION/GHEMIGAL REACTION MASONRY I. ALL CONCRETE MASONRY UNITS (GM\!) ARE TO BE "HOLLOH AND SOLID 1 LOAD-BEARING CONCRETE MASONRY UNITS" BASED ON ASTJvl STANDARD 1 SPECIFICATION cqo-q5 (ALSO REFER TO 2016 G.B.G. 2103.1). GMU SHALL BE TYPE I, &RADE N(85 pc.f) OR GREATER. MINIMUM COMPRESSIVE STRENGTH OF , CONCRETE MASONRY UN!TS = 1900 PSI . 2. MORTAR FOR UNIT MASONRY AND REINFORCED MASONRY HALL SHALL BE i TYPES, HlTH A M!NIMUM COMPRESSIVE STRENGTH = 1,800 PSI. MORT AR SPECIFICATIONS ARE BASED ON ASTM STANDARD SPEG!FIGATION G2'10-'1S (ALSO REFER TO 2016 G.B.G. 2103,8). S. 61<.0UT MINIMUM COMPRESSIVE STRENGTH TO BE A MINIMUM 2,000 PSI. GROUT SPECIFICATIONS ARE BASED ON ASTM STANDARD SPECIFICATION G4-/6-'il (ALSO REFER TO 2016 G.B.C. 2105.2.2.1.2.3.2). 4. ALL MASONRY REINFORCEMENT SHALL BE GRADE 60, ASTM A615 DEFORMED BILLET STEEL BARS. REINFORCEMENT IS BASED ON ASTJvl STANDARD SPECIFICATION C2HO (ALSO REFER TO 2016 C.B.G. 2103.\3). 5. MINIMUM REINFORCEMENT LAYOUT FOR MASONRY SHALL BE AS FOLLOWS, 2-#4 @ 48" o.c... HORIZONTAL REBARS :tl:5@ 16" o.e,, VERTICAL REBARS. 6. UNLESS OTHERHISE NOTED, ALL LAP SPLICES SHALL BE 25" FOR #5 AND SMALLER, 43" FOR #b, 59" FOR #1, Cll" FOR #8, 118" POR #"CJ, it 153" FOR #lo. STAGGER ALL SPLICES 48" MIN. _NAILING SCHEDULE JJ.N.O. (PER 2016 G.B.G. TABLE 2304.10.1) FASTENER5i3 I . .JOIST TO SILL OR BIRDER, TOENAIL B-8d ~ ~BRIDGING TO JOIST, TOENAIL EACH END 2-8d 3 I" x 6" (25mm x 152 mm) SUBFLOOR OR LESS TO EACH .JOIST, 1-ACE NAIL ,---2 Bd 4 HIDER THAN 111 x Q" (25mm x 152mm) SUBFLOOR TO EACH JOIST, FAG.E~f.if>.JL __ ·----3-Bd ..2. 2" (51mm) SUBFLOOR W JOIST OR GIRDER BLIND AND FAGE NAIL ---~~-~-==--2-=!~ 6. SOLE PLATE TO .JOIST OR BLOCKINO, lYPIGAL PACE NAIL 16d @ 16" [406mm) o.c... SOLE PLATE TO .JOIST OR BLOCKING AT BRACED Y'IALL PANELS 3--16d PER I&" (406mm) ~ TOP PLATE TO STUD, END NAIL .. --------~-7 ==• -~~~--2-16d 8. STUD TO SOLE PLATE --·----·a,10ENAIL_OR ::Z-16a;1=fn::'.l CJ. DOlJBLE STUDS,-FAGE NAIL lbd-@24"(b16mm)" o.e-. 10. DOUBLED TOP PLATES, lYPIGAL FAGE NAIL 16d@ 16" (406mm) o.c.. DOUBLED TOP PLATE LAP SPLICE === -16d II. BLOGKIN6 BETWEEN .JOISTS OR RAFTERS TO TOP PLATE TOENAIL -8d 12. RIM JOIST TO "i'Qp PLATE, TOFNAIL , --·-8d @ iz.1152mm) o.c... 13. TOP PLATES LAPS AND INTERSECTIONS F G NAIL -?-··- 14.c,oNT!NUOUS HEAl_2~R THO PIECES ,rJ @ 16" (406roro) o c Al O c,i=: 15. CEILING -IOISTS TO PLATE, TOENAIL ~ GONl INOOS HEADER l O SI OD, l'c'Ve<E~N~A~TTl,cL-;-,-;_.-::_-;_.7··=~=-----------------~ ----= f--¼,. CEILING JOISTS LAPS OVERF'ARTITIONS FACE NAIL 18. GEILIN& JOISTS TO PARALLEL RAFTERS, FACE NAIL 19. RAFTER TO PLATE... TOENAIL ~-a SCOPE OF WORK THIS PROJECT CONSISTS OF TENANT IMf'ROVEMENT OF AN EXISTING COMMERCIAL PATIO. THIS HORK INCLUDES THE ADDITION OF NEH PLANTIER HALLS, NEW TRELLJS STRUCTURES AND THEIR SUPPORTING MEMBERS ALONG HITH NEH UMBRELLAS; AND THERE SUPPORTING STRUCTURES. DESIGN DEAD 4 LIVE LOADS, TRELLIS LIVE LOAD = 10 psf TRELLIS DEAD LOAD O 10 pof SEISMIC DESIGN FACTORS, ! MAPPED SPECTRAL RESPONSE ACGEL (SHORT PERIOD Ss) =1.15'1 MAPPED SPECTRAL RESPONSE ACc.,EL. (LONb PERIOLJ SI) = 0.445 ' SITE COEFFICIENT (Fa) = 1.036 ·! SITE COEFFICIENT (Fv) = 1.555 ' DESIGN SPECTRAL RESPONSE AGCEL. PARAMETER (SDs) = 0.801 DESIGN SPECTRAL RESPONSE AGCEL. PARAMETER (SDI) = OA61 SEISMIC DESl6N CATEGORY = D 1--20. I" (25mm) BRAGE TO EACH S'fUD ANDELATE,£.6DE..1'!6IL __2-8d ALLOV'IABLE MANUFACTURED DRAHIN&S AND NOTES HAVE BEEN 2~X 8" 65mm X 203ffi[ll)SHfAfHIN6 OR l~ESs TO EACH 6EA&illEz,£6cti------------,,. ---3~£'2 ·--JOIST SUBSTITUTIONS, PREPARED AS A "BUILDERS SET" OF 22, HIDER THAN I" x 8" (25mm x 2Qcirrnn) SHEATHING TO EAGHJ~_EARING, EAGE -NAIL 3-8d MA UFAGTURER TRUS .JO)ST BOISE CASCADE f:ED BUILT CONSTRUCTION DOGlJMENTS SUFFICIENT TO 23. BUILT-UP CORNER STUDS J6d@ 24" (610mm) o.e-. ICC-ES REPORT ESR-1153 ESR-1336' FSR-2994 OBTAIN A BUILDING PERMIT. HOHEVER, I 24. BU(LT-UP GIRDER AND BEAMS 20d @ 32" (813mm) o.c. @ TOP 4 BOTTOM 4 _ _IJI 110 BCI 500 -1.1 RED-145 ALL MATERIALS AND METHODS OP STAGG-"ERl::17 2-20 @ ENDS.$. @ EA. SPLICE T Jl 2!0 BG\ 6000 l.8 RED-165 CONSTRUCTION NECESSARY TO COMPLETE 25. 2" (51mm) PLANKS @ -• G PRODUCT T.JI 230 BCI 6500. 1.8 RED-\90 THE PRO.JECT ARE NOT NECESSARILY I 26. COLLAR TIE TO RAFTER, FACE NAIL ----·-.,., .. ______________ --· 3-!_Qd T.JI 360 BG-I 60 2.0 RED-ICfOH DESCRIBED NOR OF ALL POSSIBLE FIELD 21 . .JACK RAFTER TO H!P 3-IOd TOENAIL T.JI 560 BCl c.tO 2.0 RED-ICfOHS CONDITIONS ADDRESSED. THE PLANS =~=--·-~==~~~=~~==---·---------------------··-·--___ 2-16d FAGE NA!L DELINEATE LOCATIONS, TYPES OF 28. ROOF RArTcR TO 2X RIDGE BEAM 2-lbci TOENAIL ALLOV'IABLE MANUFACTURED BEAM SUBSTITUTIONS, MATERIAL, AND GENERAL METHODS OF 2-16d r-AcE NAIL -. ASSEMBLIN6 THE . DOCUMENTS HILL 2q JOIST TO BAND .JOlST FACE NAIL 3-16d MANUFAGlURER TR~S .JOIST BOISE CASCADE RED BUILT · --c • -••• :.:. '.+.'*~=~--------------------------,. ··--------3:..m-!CG-ES REPORT ESR-381 ESR-·1040 ESR--2'F-l3 REQUIRE ADDITIONAL PREPARATION OF 0. EDGE S IP F GE NA --------------------=-=~-! . SUPPLEMENTAL DETAILS, PRODUCT 3!. HOOD STRUCTURAL PANELS AND PARTICLEBOARD, PSL _.Q VERSA-LAM 2.0 LVL 2.0E SPECIFICATIONS AND INTERRELATION BY SUBFLOOR AND HALL SHEATHING (TO FRAMING), ,m PRODUCT =LI. ~RSA-LAM 2.0 LVL 2.0E THE OHNER EXPERIENCED CONTRACTORS I " (I m) N LE 6d · LSL .55 cRSA-LAM .1 ' · I 2 2.lm A D SS Od4 OR bd5 SL I 3 VERS -( M I AND INDEPENDENT CONSULTANTS. THE 1q152" -3/4" (15mm -l'imm) &d" . . . IMPLEMENTATION OF THE PLANS REQUIRES 1/8" -I" (22mm -25mm) , , CC NUMBER THE OHNER/ CONTRACTOR TO BE f 1/8" -I 1/4" (2qmm -32mm) IOd OR Dd IF=~~==== THOROUGHLY KNOHLED6EABLE HITH THE COMBINATION SUBFLOOR--UNDERLAYMENT (TO FRAMIN6), 5 F-'ARALLAM (TR\JS JOIST MACMILLAN)-ESR-1381 APPLICABLE BUILDIN6 CODES AND 3/4" (lqmm) AND LESS bdd' TJI (TRUS JOIST MACMILLAN)-ESR-1153 PFC-4354 METHODS OF CONSTRUCTION SPECIFIC TO 1/8" -I" (22mm -25mm) 4 e, 5 THE PRODUCT lYPE AND TYPE OF I 1/8" -I 1/4" (29m_m -32mm) IOd OR 8 d COMPOSITE METAL DECKIN6 (VERCO) -ESR-1135P CONSTRUCTION. TYPICAL DETAILS AND 32. PANEL SIDIN& (TO FRAMING): 6 GENERAL NOTES REPRESENT THE MINIMUM 1/2" (12.1mm) OR LESS 0d, HILTI KrllK BOLT Ill-ESRl385 (MASONRY) REQUIREMENTS TO BE USED HHEN 5/8" (16mm) --~----------------------8d · CONDITIONS ARE SHOHN OTHERHISE. I 33. FIBERBOARD SHEATHING, ·-·-----HIL.TI SHOTPINS--ESR2209 ERROR OMISSIONS, HHIGH MAY OCCUR IN 1/2" (12.1mm) No. II SA." SIMPSON 'SET' EPOXY,,-ESR-1112 (URM) GONTRAGT DOCUMENTS, SHALL BE 0d' SIMPSON 'SET-XP' EPOXY -ESR-2508 (CONC.) BROUGHT TO THE ATTENTION OF THE 25/32" (20mm) No. 16 GA.' HARDY FRAME PANELS (HFX)-ESR-2089 DESIGNER IN HRITIN& AND HRITTEN No. II SA." SSMA COLD FORMED STEEL FRAMINS-ESR-3 004-P INSTRUCTION SHALL BE OBTAINED 8d4 BEFORE PREGEDING HITH THE HORK. THE 04. INTERIOR Nn 6 <1 GONTR.A.GTOR/ BUILDER HILL BE l-lELD SIMPSON TITEN HD ANGHORS ESR-1050 RESPONSIBLE FOR THF RFSUI-T OF ANY IN& 1/4" (&Amm! 3/8" (qsmm! 4d0 ERRORS, DISCREPANCIES OR OMISSIONS, t,d11 HH!CH THE CONTRACTOR FAILED TO -----~~-, NOTIFY THE DESl6NER BEFORE a. COMMON OR BOX NAILS MAY BE USED EXCEPT ~HERE OTHER.HISE STATED. b. NAILS SPACED AT 6" (152mm) ON CENTER AT EDGES, 12" (305mm) AT INTERMEDIATE SUPPORTS EXCEPT b" (152mm) AT ALL SUPPORTS HHERE SPANS ARE 4B" (121cfmm) OR MORE. FOR NAILING OF HOOD STF?UCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEARWALLS, REFER TO SECTIONS 2305. NAfLS FOR NALL SHEATHING MAY BE COMMON, BOX, OR CASING. c.. COMMON-OR DEFORMED SHANK. d. COMMON. e. DEFORMED SHANK. f. CORROSION-RESISTANT SIDING OR GASIN6 NAILS g. FASTENERS SPAG_ED 3" (16mm) ON GENTER AT EXTERIOR EDGES AND 0" ON CENTER AT INTERMEDIATE SUPPORTS, j.,,.jHEN USED AS STRUCTURAL SHEATHIN6. SPACIN6 SHALL BE 6" o.c... ON THE ED&ES AND 12" o.c. AT INTERHEDIATE SUPPORTS FOR NON-STRUCTURAL APPLICATIONS h. GORROSION-RESISTANT ROOFIN6 NAILS HITH -u10" DIAME.lER HEAD AND I 1/2" (38mm) LENGTH FOR 1/2" (12:-rmm) SHEATHING AND I 3/4" (44mm) LENGTH FOR 25/32" (20mm) SHEATHING. I. CORROSION-RESISTANT STAPLES HITH NOMINAL 1/16" (11mm) CROHN AND I 1/8" (29mm) LEN6TH FOR 1/2" (12.1mm) SHEATHING AND I 1/2" (38mm) LENGTH FOR 25/32" (20mm) SHEATHING. PANEL SUPPORTS @ 16" o.c. (20" IF STRENGTH AXIS IN THE LON6 DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED) J. CASING OR FINISH NAILS SPACED 6" (152mm) ON PANEL EDGES, 12"' (305mm) AT INTERMEDIATE SUPPORTS. k. PANEL SUPPORTS AT 24" (610mm). CASING OF FINISH NAILS SPACED 6" (152mm) ON PANEL f:DGES, 12" (305mm) AT INTERMEDIATE SUPPORTS. I. FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (.115") ARE THE MINIMUM REGUIRED FOR j.,,.jOOD STRUGTIJRAL PANELS. m, STAPLES HAVE A MINIHUM CROHN OF 1/16". n. FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4" o,e,, @ EDGES, 8" INCHES AT INERMIDEATE SUPPORTS. o, FASTENERS SPACED 4" o.e-. AT EDGES, 8" AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND HALL SHEATHIN6 AND 3" o.G.@ ED6ES, 0" AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. p. FASTENERS SPACED 4" o.e-. AT ED6ES, 8" AT INTERMEDIATE SUPPORTS STAIBMENT OF SPECIAL INSPECTIONS STRUCTURAL OBSERVATION, DE_;lGRIPTIQN OF lYPE OF INSPECTION REQUIRED, LOCATION,_R_!;tvf_j\RKS, f:l"(.,--' STRUCTURAL CONFORMANCE LETTER BY EN&INEER OF RECORD PRIOR TO PRO.JEGT BEIN~='F21c,NAc.oL~l~Z~E~D=~------------------I STEEL CONSTRUCTION No. VERIFICATION d INSPECTION CONTINUOUS PERIODIC I. MATERIAL VERIFICATION OF HIGH STREN&TH BOLTS, NUTS, It lr,IASHERS. A. ][)ENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN APPROVED CONSTRUCTION _Q_OCUMENJ2 .. B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE. 2.TINSPEGTION OF HIGH-STRENGTH BOLTS A. BEARIN& TYPE CONNECTIONS. B. SLIP-CRITICAL CONNECTIONS. - - X -3. IMATERil\[VERIFIGATION OF STEEL A. IDENT!FIGATION MARKIN6S TO C~,o=N~Fo=R~M~TO~A~sTM=~,-- STANDARDS SPECIFIED IN APPROVED CONSTRUCTION DOCUMENTS. D. MANUFACTURER'S CERTIFIED MILL TEST REPORTS. 4. /MATERIAL VERIFICATION OF HELD FILLER MATERIALS. A. IDENTIFICATION.MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN APPROVED CONSTRUCTION DOCUME_t,lTS. B. MANUFACTURER'S CERTIFIED-OF COMPL!ANCE REQUIRED. 5. I MATERIAL VERIFICATION OF HELD FILLER MATERIALS. - - ' I I A. STRUG1URAL STEEL I I I. COMPLETE 4. PART!AL GROOVE WELDS "' V I 2. MULTIPASS FILLET HELDS 3. SINGLE PASS FILLET HEWS> 5/16" 5, SIN6LE PASS FIL! ET HELPS < 5/16" -X X I X X - X X - - I I -J X CONSTRUCTION AND/OR FABRICATION OF THE HORK. SPECIAL INSPECTIONS TESTING FACILITY INSPECTOR PHONE ------------- ADDRESS------------- ---------~--~- QF'f':-SITE FABRICATION FABRICATOR APPROVAL AGENCY ----------- ADDRESS---------~---ADDRESS PHONE --~ CERT # OR APPROVAL # -------- EXPIRATION DATE ----------- GENERAL REQUIREMENTS I. PROPERLY COMPLETED AND SJ&NED COPIES OF THE OWNER/GONTRAGTOR A6REEMENT FORM FOR SPECIAL INSPEGTION AND GONSTRUCTION MATERIALS TESTIN6 MUST BE SUBMITTED AT THE PERMIT SERVICES DIVISION PRIOR TO ISSUANCE OF OF THE PERMIT. 2. A CERTIFICATE OF SATISFACTORY COMPLETION OF HORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE , INSPECTION SERVICES DIVISION. 3. · AN APPLICATION TO PERPORM OFF-SITE FABRICATION MUST BE SUBMITTI=D TO THE INSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO FABRICATION. 4. PABRICATOR SHALL SUBMIT AN 'APPLICATION TO PERFORM OFF-S{TE FABRICATION' TO THE INSPECTION SERVICE DIVISION PRIOR TO COMMENCEMENT OF FABRICATION. 5. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDJTION TO, AND NOT A SUBSTITIJTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMl::D BY A CITY'S INSPECTOR. 6. THE SPECIAL INSPECTOR MUST BE CERT!FlfD BY THE CITY OF CARLSBAD, DEVELOPMENT SERVICES, IN THE GA TE60RY OF WORK REQUIRED TO HAYE SPECIAL INSPECTION l. ' THE CONSTRUCTION MATERIALS TESTIN6 LABORATORY MUST BE APPROVED BY THE CITY OF CARLSBAD, Df=VELOPMENT SERVICES, FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS, AND EQUIPMENTS. b. . A PROPERTY OHNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPEGIAL INSPEGllONS, TESTIN6, AND STRUGTIJRAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTr' OHNER, PROPERTY OHNER'S A6ENT OF RECORD, ARCHITECT OF RECORD OR, ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTJON SERVICES DIVISION. ~-' 10. l i. 12. SPEG!AL INSPECTIONS, STRUCTURAL TESTS AND STRUCTURAL OBSERVATIONS S~IALL COMPLY COHPLY HITH THE APPLICABLE PROVISIONS OF CHAPTER 11 OF THE 2016 CALIFORNIA BUILDING GODE. FABRICATOR MUST BE REGISTERED AND APPROVED BY THE CITY OF CARLSBAD, DEVELOPl"IENT SERVICES, FOR THE FABRICATION Of MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATORS SHOP. FABRICATOR SHALL SUBMIT A 'CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION PRIOR TO TH!:= ERECTION OF FABRICATED ITEMS $ASSEMBLIES. SPECIAL INSPECTOR SHALL VERIFY THAT FABRICATOR MAINTAINS DETAILED FABRICATION AND CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION CONTROL OF THE HORKMANSHIP AND FABRICATOR'S ABILITY TO GONFORM TO APPROVED CONSTRUCTION DOCUMENTS 4 REFERENCE STANDARDS. THE SPECIAL INSPECTOR SHALL REVIEW THE PROCEDURES POR COMPLETENESS AND ADEQUACY RELATIVE TO THE GODE REQUIREMENTS FOR FABRICATORS SCOPE OF HORK. 13. FABRICATION OF MEMBERS AND ASSEMBLIES DONE IN A FABRICATOR'S SHOP APPROVED BY INSPECTION SERVICES NEED NOT HAVE CONTINUOUS OR PERIODIC SPECIAL INSPECTION. 14. V'IHERE MATERIALS OR ASSEMBLIES ARE REQUIRED TO BY THE BUILDING CODE TO BE LABELED, SUCH MATERIALS AND ASSEMBLIES SHALL BE LABELED BY AN AGENCY APPROVED BY THE CITY OF CARLSBAD IN ACCORDANCE HlTH SEC. 1103, PRODUCTS AND MATERIALS TO BE LABELED SHALL BE TESTED, INSPECTED AND LABELED IN ACCORDANCE WITH THE PROCEDURES SET FORTH IN SECTIONS 1103.5.1 THROUGH 1103.5.3 REVISIONS :O•DIJ = _ .. .,.m • a DSSOC!RJIS CONSULTING ENGINllERS 7490 OPPORTUNITY RD. SUJTE 3500 SAN O\EGO, CA 92111 ~, 260-00 mdda :1:; CONSULTANT ~I:::::,:, I tJ VIC ~-.b § ~ C'l'..l @ ! ~ ~ §~ ~ < ~ ~ ~ PROJECT DA1E 07-13-2018 DRAWN SHEET Sl = I \ --I ! \ l~b.lB .~915T5 I -. - ii ~ Ii 4' BFJjT FLA TE wt 111 DIA. TI-IRU h~~Jt1f~_F?'c. ~ II A < dffi'ERS TYF'. ~OUTED MET Al.. MESI-I CONN.0 HIN l-l/2ltr 1-112' HIN. i1L_ ~ ', ~--." 7 @I T6POST -PER PLAN :>m,v @ @ 112' BEARING PL.Ari:: w/ 14! 3/4' DIA. ANCHOR BOLT& 6A&EF'L.A iE CONN. @. JOl5i6 PER FLAN 3/8' WELDED l<Nlf:E FLATE w/ (2) 3/4' DIA. THRU BOLTS A5 5HOWN 1-1/2' MIN, ./--POST FER FLAN 112' BEARING PLATE w/ WELDED ;/ KNIFE PLATE A5 i 5!-IOUJN H I f1---1 t----J~e"i''I-, ---f 't-----, )'114 L,;~l{;}-1-1/2' MIN. 1-1/2' MIN.-=¥---··-~~ 1-1/2' MIN. i@ ®: 3'MIN. BEAM 1/2' BEARING-· 3• MIN FPLEARN PLATE w/ WELDED , HIN. 114 KNIFE PLATE A5 3 . 5HOWN 1-1/2' MIN TU13E 5TEEL BEAM PER FLAN 2~~~~Wk!-firlf~81~ fw-LIS JOIST, AS SHOWN, -I " iYP.;,'!\M, 4' MIN. ',I 1 Q I I EQUAL l<>I hi 1/41 3/B' WELDED KNIFE PLATE w/ (2) 3/4' DIA. TI-IRU BOL T5 A5 51-101.lJN F05T FER FLAN 1/2' GAF PLATE TYP. 0 ~ Li '--1/2' BEARING I I PLATE TYF. liil _ I -c-CHANNEL FER ' I I FLAN I I I I TUBE 6 TEEL PO& T ltl l1 y I I FER FLAN TRELLIS iaJ JOISTS FER l-{J PLAN 0 !11\o/',JIB'1 \UliLZ,l'~~~~1~~&b w/ TRELL!$ J0i5T, AO SHOWN, TYF. C-CHANNEL FER FLAN -CANT TRELLIS JOIST FER FLAN iYF'. i~EI .. J .. 1& CONN. (j) ;0 ~ ~I -,-,,,, ~~;;'";7,'<;- B'MAX / ~ /1// ///; [///~ /½12 / j;: •1'• k>/l B' FU,.Y GROUTED CMU WALL ro CENT R OF FOOTING wt ~ BARS @ 24" oc VERT., AND ~4 BARS® 24' o.c. ORZ. Al.:50, (2) 114 6AR5 lil TOP AND OTTOM 2-3/8' . MIN. -llS. DOWEL ill 24' o.c INTO CONCRETE FOOTING w/ Alff 1-!00KS A& 5HOI.LN I/'.//~ ~,//cl_ /(~I , _ /l,j;:I --~-~,,Tv , , 1/r / 1 _, '~? M1N:' \ / _\ cc /._I, L✓I DEPTH FER PLAN .,1 .. ~ • ,, I: cl • !, • ' ,,, ~. . REINF. PER • ,:\ ~. • • • ' •• ¾ W • L_J_J, • FLAN ~ , I, ,\v, l 3' CLR TYP. 1 -~\'\," ,<\ /:-. 1/ WIDTH FER FLAN 1 i, T'r'F: FL.ANiE~ ~ETAININa; UJAl..l.. CD (3! '3 TIES • TOP 5' Of CONCRETE CAl550N (E! CONCRETE 5LAB ON GRADE TO REMAIN 1/4' 0 0 ,j ~i- ' " J ' 11 I •it • "· I /-f ,, 11· ' I · IO " -----r,7 "·-;;] 1.:,." ;:-, ...... ·1. COJ.:D JOINT--------A&1REQ'D 3e,e,e, F51 C0NCRETE-----1 CAl650N FER PLAN r--- ' • d ' :J •I.--,., - ~\"\;?"r,~\S)*'\'2?/--';.'.-• I -.~ .. ,;\rJ\\~',\r~ II' ' ·\ . .>1\,,.,,.,. UMBRELLA BY OTHERS (NJ TUBE 6TEEL COLUMN FER PLAN -2' 3 ,51:? 113 TIES @ 12' O.C. 18' MIN. 11::BxBxl/2 w/ ( 4) 3/4' DIA. ANCHOR BOLT5 DTH PER PLAN 3' CLR. 0 rTUBE 5TEEL COLUMN PER PLAN __Af" -~ W" TIE6 FER DETAIL I /w/ 135 3' CLR TYP. .,. --. · . . DEG HOOK AS SHOUJN) \ ~ ( 4! '3 VERTICAL BAR5 l l 1 WIDTH FER FLA~ 3 REVISIONS f---+------,-----1 OIJ:O ----anssocunus CONSULTING llNGINEEl!S 7'190 OPPORTUNITY RD, Sl rn:; 8..."iOO SAN DIEGO, CA 92i11 (619) 2ro-OOSI www,doddandassoo.com CONSULTANT ~ ~ O'I @ ! c) ~ Cl g ~ ~ ~ ~ ~ PROJECT DATE 07-13-2018 DRAWN SHEEf S1.2 1:1 ,\I ,, "'t K A / ' ' / A ' / / ' ' / / ' ' / / ' ' " ' / / ' ' / / ', ' ' ' ' ' ' ' ' ' ' ' " ' ' ' ' ' ' ' ", . ', ' ' ', ' ~~ I I I /) ~ / / / / / / / / / / / / / / ' ' ' ' ' ' // // ' ' / / " ' // // si;) ~OUNJOA TI ON ~~AN " ' ,., ' ' ' ' " ' 12' WIDE x 12' DEEP--__,'-,'' CONC, FOOTINGS w/ /2! ~ ' /5 BARS • BOTTOM , !!' = = = = ' ' / / ' V / 'v// "' <• " 18' DIA 3'-b' DEEP CONCRETE CAISSON " <• HS54x4xl/4 POST ABV 18' DIA 3'-b' DEEP. CONCRETE CAISSON HSS4x4xl/4 <• POST ABV " HS&4x4xl/4 POST ABV 18' DIA 3'-b' DEEP ~ NCRETE CAISSON < " S4x4xl/4 POSTABV A / ' / A ' / / ' ' / / ' ' / / ' " / / ' / / / / / / / / ' '~, / / / / ' / / / / 'TYF1 //\/ / / / / / / 12' WIDE x 12' DEEP / / CONC. FOOTING& w/ 12! / / '5 BAR& • BOTTOM / / / / / / / / / / / // .[ 'i\', 1\1 I \ 'ii 'I ,, ,, ~~'"' ~ ~ ~ D D [l 15' DIA 3'-b' DEEP . . ✓CONCRETE CAl&&ON H5&4x4xl/4 / ~ / . / ~ / / / / / / / / / / / ~ / ,/ / / / D 1~1 ~- • / / / / / ·· 12' WIDE x 12' DEEP CONC. FOOTINGS w/ /2) '5 BARS • BOTTOM / / / / / / < < ' ' ( ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' > :> / / / / / HSS4x4xl/4 PO&T ABV • -·18' DIA 3'-b' DEEP CONCRETE CAISSON • • 18' DIA 3'-b' DEEP CONCRETE CAISSON • • • • • $CALE I/B"~l'-0" GENERAL FOUNDArlON NorES I. ALL HOLDOWN5 TO BE TIED IN PLACE PRIOR TO CALLING FOR FOUNDATION INSPECTION, 2, ALL WALL$ TO HAVE 5/8' DIAMETER ANCHOR BOL T5 • 4' o,c, WITH 1' MINIMUM EMBEDMENT INTO CONCRETE, TYPICAL UNO, IN 5HEARWALL SCHEDULE, 3, ALL ANCHOR BOLTS TO HAVE A 3'x3'x0,22~' &TEEL PLATE WASHER BETWEEN SILL PLATE AND NUT, 4, PROVIDE A MINIMUM OF 2 BOLTS PER PIECE OF SILL PLATE, ONE BOLT SHALL NOT BE LOCATED MORE THAN 12 INCHES OR LES& THEN 1 BOLT DIAMETERS FROM THE END OF EACH &ILL PLATE, 5, BOLTS SHALL BE INSTALLED WITH PROPERLY TIGHTENED NUT& AND WASHER&, b, ALL HOLDOWN& TO BE BY SIMPSON INDUSTRIES, NO EXCEPTION$/ SUBSTITUTION& PERMITED, l, CONTRACTOR &HALL USE TEMPLATES FOR ALL, SIMPSON STRONG WALLS PER ICC' ESR-12h 1 SIMPSON SWEL STRONG WALLS PER ICC' ESR-lble HARDY FRAME WALL PANELS PER Ice• ESR-20Be SHEARMAX WALL PANELS PER Ice• ESR-1721 8, IF THE BUILDING INSPECTOR SUSPECTS FILL, EXPANSIVE SOILS OR ANY GEOLOGIC INSTABILITY BASED UPON OBSERVATION OF THE FOUNDATION EXCAVATION, A SOILS OR GEOLOGIC REPORT, AND RESUBMIT! AL OF PLANS TO PLAN CHECK TO VERIFY THAT THE REPORT RECOMMENDATION& HAVE BEEN INCORPORATED, MAY BE REQUIRED, e, FOUNDATIONS &HALL SIT ENTIRELY ON NATIVE &OIL OR COMPACTED FILL, DO NOT PLACE FOUNDATION& ON A COMBINATION OF COMPACTED FILL AND NATIVE SOIL WITHOUT CONSUL TING WITH A SOILS ENGINEER 10, ALL CONCRETE &LAB& TO BE 4' THICK w/ '3 REBAR PLACED AT 18' o,c, EACH WAY AT CENTER OF SLAB UNLESS NOTED OTHERWISE ON PLAN OR BY &OILS ENG, SLAB SHALL BE PLACED OVER 2' OF CLEAN SAND OVER A le> MIL VISQUEEN BARRIER OVER AN ADDITIONAL 2' OF CLEAN SAND, 11. ALL NEW CONSTRUCTION EXTERNAL WALL& TO BE 2"6 DF-L '2 • lb' o,c, TYP, LIND, WALL LEGE.ND = r,: X X X x..9S22'i'SNS! (N) WALL$ ABOVE p:1;;aI1l£M-1%~,!kff¥..ooor.;cr~lf.WS!'! (E) WALL$ ABOVE NOTICE TO THE APPLICANT / OHNER / OHNER'S As.ENT / ARGHITEC TS / OR EN61NEER OR REGORr:: -BY USING THESE PERMITTED CONSTRUCTION DRAHIN6S FoR·GONSTRUGTION/ INST/\LLATION OF THE HORK SPECIFIED HEREIN, YOU AGREE TO GOMPL Y WITH THE REQUIREMENTS OF THE GIT( OF CARLSBAD FOR SPECIAL INSPECTIONS, STRUClVRAL OBSERVATIONS, GONSTRlJGl ION MATERIAL TESTIN& AND OFFSITE FABRICATION OF SPECIAL INSPECTIONS AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. i-tonc.E TO THE CONTRACTOR/ BUILDER/ INSTALLER/ SUB--GONTRAGTOR / OWNER-BUILDER -BY US!N6 THESE PERMITTED CONSTRUCTION DRAV'IIN&S FOR CONSTRUCTION/ INSTALLATION OF THE HORI<. SPECIFIED HEREIN, YOU A6REE AGKNOHLED6E AND ARE AHARE OF THE REQUIREMENTS CONTAINED IN THE STATEHENT OF SPECIAL INSPECTIONS·. YOU AGREE TO COMPLY HITH THE REQUIREMENTS OF THE CIT( OF CARLSBAD FOR SPECIAL INSPECTIONS, STRUGTIJRAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTIN6 AND OFFSITE FABRICATION OF SPEG!AL INSPECTION AND AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. REVISIONS OD:O ---~· &ASSijCIAUS CONSULTING IBNGINEERS 7490 OPPOR1UNrrY RD. SUITE 3500 SAN DIEGO, CA 921ii (619) 26!Hl057 www.doddandassoccom CONSUl.TANT ~ ~ °" CZl @ ! cJ ~ ~i ~ ~ PRO,JF.CT DATE 07-13-2018 DRAWN SHEET S2 ----------------------------~ ,, \\ I \ \ I ' I \ I I I I\ I I I I I I I I I I I I I I I I I \ I I I I I I I \ I I I I I \ I~ \ I ~, 11 ', I I ,, 11 '0, I\ '' I I '", \\ ,, \1 'Cc, I\ ', I I ';, I I Cc, I\ '\.' . I I '\', I I '' I\ '> > I I /;/ ,, (( " \\ '' /A,_' 1, '-' // ,, ,v/ ,, \\ V ~ \\ ' V ' -~J ' ---__::.-, ', _.--__.::-.:::-..::-..::-..=-----' ---:---'<:" \.'' . ---.:::-.:: : ;:: ;::-,::: .:::-..::----,, ---.:::---->> --:::::::---// ---_::---// -----«. " ---.:::-..=-..::--=----,, /A' ------,, // ''-----==----,~,., 'c:..::---- n u c FA13RICATED ALUMINUM FRAMING B'Y OTHER& n u J n u n u ,, '\' " ~ ' .,,,,,_, '\',/// '-' A/CD v '' b > >> . ' // // ,, " " " " " " " " " " '' /::: ..... '-' // ,, ,~.,, ,, )) // // " " " " " " " (I) ) ')'I I I I I I I I I I I I I I I • I I I (I) I I I I I 'C I I I I I I I I <J-V _J " : (I) I I I I ', I I : (I) I I I I " --.:::::::::::::.:::===-==.:::::.:::::.:::.:::.:::::.:::::_---::--.:::::.:::::.:::::.:::::.:::::.:::::.::::.:::::.:::::::::.:::::.:::::.::-----______ _::::-..::;-..=-JJ ~001= !=~AMING. ~l....AN (I) (J-1) Q) ' (I) a (I) C (I) I J,\) (I) ' (I) I ' (I) ' SCALE l/6"0 1'-0" GENERAL FRAMING NOTES I. USE DOUBLE 2x TRIMMERS • ALL WINDOWS UNLESS OTHERWISE NOTED. . 2. ALL EXTERIOR WALLS ARE TO BE 2x6 DF-L '2 • 16' o.c. UNLE65 OTHERWISE NOTED. 3. FOR ALL MICROLLAM L VL HEADER& AND 13EAM6 USE TRU6 JOIST MACMILLAN l.9E W5 MICROLLAM LVL, NO EXCEPTION&. 6 Eal.9xl0 p•I Fb,2600 psi Fv,,280 pei Nl=R '481 4. FOR ALL PARALLAM P6L HEADERS AND 13EAM6 U&E TRUS JOIST MACMILLAN 2.e>E W6 PARALLAM PSL, NO EXCEPTIONS. 6 Ea2,0xl0 psi Fb,2900 psi Fv,290 psi NER '461 5. TJI JOIST PER PLAN TO BE MANUFACTURED Eff TRUS JOIST MACMILLAN, NO EXCEPTIONS. NER '200 6. AN AITC CERTIFICATE OF CONFORMANCE FOR GLU-LAM5 MUST BE SUBMITTED To THE FIELD INSPECTOR PRIOR TO INSTALLATION, 1. UN.O. ALL POSTS ARE 4X4 AT 2X4 WALL& AND 4X6 AT 2X6 WALLS 8. UN.O POSTS OCCUR BELOW ALL HEADERS AND AT THE END OF ALL SHEARWALLS 9. P06T5 AND HOLDOWNS ARE CONTINUOUS TO FOUNDATION UNLESS NOTED OTHERWISE 10. ALL FLOOR PL '!WOOD TO BE HG, GLUED, II. ALL INTERIOR WALLS ARE TO BE 2x4 DF-L '2 • 16' o.c. UNLE66 OTHERWISE NOTED 12. ALL 6EAM TO POST CONNECTIONS &HALL USE SIMPSON Ecc COL CAPS AT ENDS OF BEAM& OR SIMPSON CC COLUMN CAPS WHERE BEAM& OCCUR ON BOTH SIDE& OF A POST. 13. ALL FLOOR • ROOF DIAPHRAGM& TO BE FULL 'i BLOCKED UNLESS OTHERWISE NOTED 14. 4xlo w/ ~· INDICATES NEW POST wt HOLDOWN HARDWARE CCNNECTED TO WALL 13ELOW •-------------------------------- WALLS DEPICTED AS DASHED LINE& INDICATE THAT WALLS ARE LOCATED BELOW THE FRAMING BEING SHOWN ON PLAN. 16. T'YPICAL 2x JOIST HANGERS ARE TO BE SIMPSON STRONG TIE 'HU MAX' FACE MOUNT HANGERS U.N.O ~OOD 1-JOl5T5 HANGERS TO BE SIMP60N STRONG TIE 'MIU' FACE MOUNT HANGERS UN.O, 11. T'YPICAL BEAM HANGERS TO BE SIMPSON 'HU' HANGERS (DF-LJ SIMPSON 'HGU6' (P-LAM/ G-LAM! IB. ALL P05T5 • HOLDOWNS ARE TO 13E FULL HEIGHT. DO NOT COUNTERSINK THRU BOL T6 FROM HOLDOWN HARDWARE TO POST, 19. CONTRACTOR& SHALL U6E TEMPLATES FOR ALL, SIMPSON STRONG WALLS PER ICC' E&R-1261 SIMPSON STEEL STRONG WALL& PER ICC' E&R-161~ HARD'Y FRAME WALL PANELS PER ICC' E&R-2069 5HEARMAX WALL PANELS PER ICC' ESR-1121 20. DO NOT CUT, NOTCH, DRILL, BORE, SHAVE, TAPER, OR FOR AN'i REASON MODIF'i MICROLLAM, I-JOISTS, GAUGE METAL MEMBERS AND OTHER SIMILAR TIMBER OR &TEEL PRODUCTS UNLE66 &UGH MODIFICATIONS ARE WITHIN THE WRITTEN PARAMETERS SET FORTH BY THE MANUFACTURER'S ENGINEER WITH A SIGNED AND 6T AMPED DETAIL 15 166UED AND AUTHORIZED EIY THE PROJECT ENGINEER OF RECORD AND APPROVED 13'1' THE CIT'i OF CARLSE>AD BUILDING OFFICIAL. BEAM/HEADER SCHEDULE (i) 4x6 DF-L ® 4xB DF-L ® 4xl0 DF-L @) 4xl2 DF-L ® 3-li2xll-l/B P-LAM ® 3-l/2xl4 P-LAM ····------G) &-l/4xll-1/B P-LAM ® 5-li4xl4 P-LAM ® 7xll-1/B P-LAM @ 1xl4 P-LAM ® 1xl6 P-LAM TRELLIS JOl5T SCHEDULE J-1 Tzxle> ·e !6' o.c. U.N.O. NOTICE TO THE APPLICANT / OHNER / OHNER'S A6ENT / ARCHITECTS / OR ENGINEER OR REGOR[:: -BY USING THESE PERMITTED CONSTRUCTION DRAY'IINGS l"OR CONSTRUCTION/ INSTALLATION 01= THE HORK SPECIFIED HEREIN, YOU AGREE TO COMPLY HITH THE REQUIREMENTS OF THE CITY OF CARLSBAD FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OP:FSITE P:ABRIGATION OF SPECIAL INSPECTIONS AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. NOTICE TO THE CONTRACTOR/ BUILDER/ INSTALLER/ SUB-GONTRACIDR I OHNER-BUILDER -BY USING THESE PERMl1TED CONSTRUCTION DRAY'IINGS FOR CONSTRUCTION/ INSTALLATION OF THE JAIORK SPECIFIED HEREIN, YOU ABREE ACKNOWLEDGE AND ARE AHARE OF THE REQUIREMENTS CONTAINED IN THE STATEMENT Of SPEG!AL INSPECTIONS. YOU AGREE TO GOMPL Y WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD FOR SPECIAL INSPECTIONS, STRUCTlJRAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFFSITE FABRICATION OF SPECIAL INSPECTION AND AS REGUIRED BY THE CALIFORNIA CONSTRUCTION CODES. REVISIONS O:OiJ ==™: . .:.::™:& ftSSOCDAJ'ES , CONSULTING ENG!NEl!RS 7490 OPPORTUNITY RO, SUITE 3500 SAN DIEGO, CA 92111 CONSULTANT ~ ~ O'I CZ) @ ~ cJ ~ ~g u ~ PROJECT DATE 07-13-2018 DRAWN SHEET S3 • # •